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Home My WebLink AboutPermit EL17-0916 - BOEING #9-110 - LED RETORFIT AND CONTROL SYSTEMBOEING #9-110 9725 E MARGINAL WAY S ELI 7-0916 c, City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov ELECTRICAL PERMIT Parcel No: 0003400018 Permit Number: EL17-0916 Address: 9725 E MARGINAL WAY S BLDG 9-110 Issue Date: 12/19/2017 Permit Expires On: 6/17/2018 Project Name: BOEING #9-110 Owner: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 Contact Person: Name: JEFFREY MCNEAL Address: 15135 NE 92 ST, REDMOND, WA, 98052 Phone: (425) 814-6000 Contractor: Name: SEQUOYAH ELECTRIC LLC Phone: (425) 814-6000 Address: 15135 NE 92ND ST, REDMOND, WA, 98052-3519 License No: SEQUOEL977S9 Expiration Date: 1/30/2019 Lender: Name: Address: 111 DESCRIPTION OF WORK: DEMO EXISTING INTERIOR LIGHTING & RECEPTACLE SYSTEM. UPGRADE LIGHTING TO NEW LED WITH LIGHTING CONTROL SYSTEM INCLUDING OCCUPANCY SENSORS & LIGHT SHEDDING. RECONFIGURE RECEPTACLE SYSTEM & RELOCATE DATA CLOSET. Valuation of single family: $0.00 Valuation of mf/comm: $133,518.00 Type of Work: TENANT IMP Fees Collected: $2,735.42 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: VALLEY VIEW,TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature:/ Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature Print Name. Date:)9 C ZO ( -3. 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: ***ELECTRICAL PERMIT CONDITIONS*** 2: A copy of the electrical work permit shall be posted or otherwise made readily accessible to the Electrical Inspector at each work site. 3: Approved plans shall be maintained at the construction site and shall be readily available to the Electrical Inspector. 4: All electrical work shall be in accordance with NFPA 70 - NEC, and requirements for electrical installations, Chapter 296-466 WAC. 5: When any portion of the electrical installation is to be hidden from view by permanent placement of parts of the building, such equipment shall not be concealed until it has been inspected and approved by the Electrical Inspector. 6: The issuance of an electrical work permit shall not be construed to be a permit for, or an approval of, any violation of the provisions of the electrical code or other ordinances of the jurisdiction. Permits or related documentation that presumes to grant this authority are therefore not valid. 7: Any change in the scope of work described by the electrical work permit shall require additional work permits. Where approved plans have been issued, revisions to the plans and additional review may be required. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2100 ELECTRICAL FINAL 7003 ROUGH -IN ELECTRICAL 7002 SERVICE 7001 UNDERGROUND/SLAB CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Electrical Permit No. r L 1 1 C )9 1 (Q Project No. Date Application Accepted: 1 I _ CS - 17 Date Application Expires: S-. (For office use only) ELECTRICAL 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: 9725 East Marginal Way South Tenant Name: Boeing PROPERTY OWNER Name: The Boeing Company Address: PO Box 3707 M/C 20-200 Property City: Seattle State: WA Zip: 98124 CONTACT PERSON — person receiving all project communication Name: Jeffrey McNeal Address: 15135 NE 92nd Street City: Redmond State: WA Zip: 98052 Phone: (425) 766-3414 Fax: (425) 814-6003 Email: King Co Assessor's Tax No.: Suite Number: 09-110 Floor: 1 New Tenant: ❑ Yes ..No ELECTRICAL CONTRACTOR INFORMATION Company Name: Sequoyah Electric LLC Address: 15135 NE 92nd St City: Redmond State: WA Zip: 98052 Phone: (425) 814-6000 Fax: (425) 814-6003 Contr Reg No.: SEQUOEL977b Exp Date: 12/31/2017 Tukwila Business License No.; 0994355 Valuation of Project (contractor's bid price): $ 133,518 Scope of Work (please provide detailed information): Demo existing interior lighting & receptacle system. Upgrade lighting to new LED with lighting control system including occupancy sensors & light shedding. Reconfigure receptacle system & relocate data closet. Will service be altered? ❑ Yes m No Adding more than 50 amps? Yes ❑ No Type of Use: Security Gate Type of work: O New ❑ Addition ❑ Service Change ❑ Remodel 0 Tenant Improvement ❑ Low Voltage ❑ Generator ❑ Fire Alarm ❑ Telecommunication ❑ Temporary Service Property Served by: ❑ Puget Sound Energy 0 Seattle City Light H:\Applications\Forms-Applications On Line \2014 Applications\Eleclrical Permit Application Revised 1-1-14.docx Revised: January 2014 bh Page 1 of 2 RESIDENTIAL NEW RESIDENTIAL SERVICE ❑ New single family dwellings $152.85 (including an attached garage) ❑ Garages, pools, spas and outbuildings $81.90 ea ❑ Low voltage systems (alarm, furnace thermostat) $59.85 ea RESIDENTIAL REMODEL AND SERVICE CHANGES ❑ Service change or alteration $81.90 (no added/altered circuits) ❑ Service change with added/altered circuits $81.90 number of added circuits $11.55 ea ❑ Circuits added/altered without service change $54.60 (up to 5 circuits) ❑ Circuits added/altered without service change $54.60 (6 or more circuits) $7.65 ea ❑ Meter/mast repair $68.25 ❑ Low voltage systems $59.85 (alarm, furnace thermostat) MULTI -FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES ❑ Temporary service (residential) $65.00 ❑ Temporary service (generator) $80.90 ❑ Manufactured/mobile home service $86.25 (excluding garage or outbuilding) ❑ Carnivals $80.60 Number of concessions $10.80 ea Each ride and generator truck $10.80 ea ***EFFECTIVE JANUARY 1, 2014 EACH PERMIT WILL BE ASSESSED A 5% TECHNOLOGY FEE*** PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR ELECTRICAL CONTRACTOR: Signature: Date: 10/15/2017 Print Name. y Mcl\ea1 Day Telephone: (425) 766-3414 Mailing Address: 15135 NE 92nd St. Redmond WA 98052 H:\Applications\Forms-Applications On Line\2014 Applications\Electrical Permit Application Revised 1-I-14.docx Revised: January 2014 bh City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $2,735.42 EL17-0916 Address: 9725 E MARGINAL WAY S BLDG 9-110 Apn: 0003400018 $2,735.42 ELECTRICAL $2,630.21 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $2,104.17 PLAN CHECK FEE R000.345.832.00.00 0.00 $526.04 TECHNOLOGY FEE $105.21 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12800 R000.322.900.04.00 0.00 $105.21 $2,735.42 Date Paid: Wednesday, November 15, 2017 Paid By: SEQUOYAH LLC Pay Method: CHECK 554164 Printed: Wednesday, November 15, 2017 9:03 AM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: Ai ,nuc / '—i/c) Type of Inspection: 4. fiT / #11i� I Address. Date Called: Special Instructions: Date Wanted: J? .Z2 a. p.m. Requester: � $ Phone No: ifir 7/6 7dill 'Approved per applicable codes. Corrections required prior to approval. OM M ENTS: Lockkt;m0A); nr0( Inspector: Date: 03 2 REINSPECTIOFEE REQUIRED. Prior to next inspection. fed must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CTION NO. P RMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: 1 6A l& ?-1/0 Type of Inspection: 4 Address: a. %�Date Called: Special Instructions: gi Date Wanted: l? v, a. pm Requester: j Phone No: DApproved per applicable codes. Corrections required prior to approval. COMMENTS: 6F QLortc,6o Ql9IQ6 w i -n -v i kl %T- Q F 6/^1 1( Date: 0/ r REINSPECTION f?EE REQUIRED. Prior to next inspection. f e must be Inspector: paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 6A7-1971fr 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) 431-3€0 Project: . - ��ti *.? —/ID Type of Inspection: A-1/1 h./cmJD wir5 fri" Address: 97L5� Y Date Called: Special Instructions: Date Wanted:' 371 (1111) Requester: Phone No: EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: A-1/1 h./cmJD wir5 .fib rl tlr,r-i Ii2qS' j,,4;5tir-kii-t). n'co r5 A6 Se-wii47--1T ccbG Inspector: Date: ©3/GY' l b 0 b REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 1 INSPE TION N0. Retain a copy with permit th7-011(e MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3 Permit Inspection Request Line (206) 438-9350 Project:4. 9— //(, Type of Inspection: 0J6 - fi1/41 Address: r A42,14 Date Called: Special Instructions: Date Wanted: 4/40 a:m m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 041 (1.61L-1A/C eaK gatiti4 (A/ ezeitr? ( Date: t3 % REINSPECTIO�FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: INSPECTION RECORD i Retain a copy with permit 1° ''' l Tq 1 INSPECTION NO. P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431 - Project: lo iA L i — I0 Type of Inspection:/ -j4 `6�/ I{�' r / Address: 715 , Date Called: Special Instructions: Date Wanted: �a.m: 8Requester: Phone No: �7 S 7 / a!, Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: i 1 (i1U1 ('‘D 61 bt= Roork) / pate: 0212.7(it REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection, Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PIERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670, Permit Inspection Request Line (206) 438-9350 Project: /// C1 ./% Type of Inspection• Address: ) 9��v . ✓ Date Called: Special In tr'uctio�s: 1 • Date Wanted: 2136 11 p.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: �Aoaooi Arcep a 0 /17.0 Kuru{-e'&Tfe 5orfrr Inspector: 46b,i4(k Date: 097,/ 0( REINSPECTION FEE REQUIRED. Prior to next inspection, fee rliust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PE MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 Permit Inspection Request Line (206) 438-9350 Project: i f�li r4- 47—/I0 Type of Inspectio MO e.k * mil qAddress: •Date rr 7CC(. l� , Called: Special Instructions: • Date Wanted: 1 2,-(07 m. my Requester: •r4 I2 Phone No: . ? ' f G- ,S 76,6 o'/ Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: rk 0a li \ - , LLIA1A---) 0 r* - Jo l{ i T i) bo iK 5 Po0...r 0611jikie 'P? t( ' (43 N. i (D ri e -f Inspector: Date: 0! /14I7 REINSPECTION FIE REQUIRED. Prior to next inspection, fee must be 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 -M��0 /� i at 016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: J�,,,,, 9-110 Densification (Boeing #34224) J Datpep,�r�� y�, 1�7 , Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. ForBuild ng D'epaftmeritbse'd' DEC 13 2017 Company Name: Boeing Company Address: 9725 E Marginal Way S, Tukwila, WA 98108 Applicant Name: Applicant Phone: City of Tukwila "— 1 UILDiN( nivi Tukwila ! r❑ Applicant Email: Project Description ❑ New Building ❑ Addition 4 AlterationLJ� Plans Included with lighting complliance forms. Include PROJ-SUM form (included in envelope forms workbook) Building Additions Refer to Section C502.2.6 for additional requirements. y J x , LAS Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project ■ ❑ Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance . ❑ Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage 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 and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. ❑ No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power 1 Interior lighting Parking garage j Exterior lighting 50% or more of existing are replaced 1 ./ ❑ Less than 50% of existing are replaced ❑ ❑ ❑ Lamp and/or ballast replacement only : – existing total wattage not increased ❑ I El III 50% or more replaced - Total lighting power of new + existing -to -remain 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 -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage I Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new 0 circuit(s) j ❑ 0 New or moved lighting panel J I ❑ Interior space is reconfigured - ❑ luminaires unchanged or relocated only I New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting 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 Wiring 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 spaces. Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. L7O9 19 RECEIVED CITY OF TUKWILA NOV 15 2017 PERMIT CENTER 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 August 2016 Project Title: 9-110 Densification (Boeing #34224) Date 11/10/2017 Interior Lighting System Description Interior lighting will be controlled by a distributed digital lighting control system. The interior lighting system will be equipped with occupancy sensors, daylight sensors, dimming drivers and switches, and lighting control panels. All new interior lighting will be LED. Interior Lighting Power Allowance Method 0 Building Area Method 0 Space -by -space Method Select method used in project. Interior Lighting Controls ❑ All C405.2.1 - C405.2.8 Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: 0 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA Q C406.3 High Efficacy Lighting 0 Exterior Lighting System Description p Exterior lighting will consist of LED wall packs and LED downlights. Entryway LED downlights and above-doorwallpacks in the SW and SE corners with be controlled by independent photocells. SW corner canopy LED downlights will be controlled by the building lighting control panel. Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: 9-110 Densification (Boeing #34224) Date 11/10/2017 Calculation A wed NOTE 9 A Q Q Addition - O Addition stand alone + existing C Spaces where < 50% of Spaces where Z 50% of Q luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type * Standard Q Additional Efficiency Package Option 0 C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE 1 Location (plan #, room #) Space Type Height""" 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) Open Office Office: Open plan 2648 0.780 2065 Conference Rooms Conference/meeting/multipurpose 1860 0.980 1823 Private Office Office: Enclosed 679 0.890 604 Restrooms Restroom: all other 288 0.780 225 Elec/Mech Room Electrical/mechanical 54 0.760 41 Kitchen Dining area: all other 416 0.520 216 Janitor Closet Storage room 30 0.500 15 Hallway Corridor: all other 76 0.530 40 Lobby ArtiExhibit Display Allowance from LTG -INT -DISPLAY NOTE s Total Area Retail Display 6051 LTG -INT -DISPLAY Allowed Watts Allowance from 5030 Proposed Lighting Wattage NOTE' Location (plan #, room #) Fixture Description NOTE 4, 5, 6 Number of Fixtures Open Office Conference Rooms Private Office Restrooms Restrooms Elec/Mech Room Kitchen Janitor Closet LED Recessed 2x4 Troffer 39 Watts/ Fixture NOTE 7 35 LED Recessed 2x4 Troffer 24 35 LED Recessed 2x4 Troffer LED Recessed Downlight LED Vanity Fixture LED Flushmount Fixture LED Recessed 2x4 Troffer LED Flushmount Fixture Hallway Kitchen LED Recessed 2x4 Troffer LED Recessed Downlight 15 6 6 1 6 1 2 3 35 16 16 42 35 42 35 16 Watts Proposed 1373 845 528 96 96 42 211 42 70 48 Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 3351 Interior Lighting Power Allowance COMPLIES 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 wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed 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. 0 b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided Exterior Lighting LTG -EXT 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: 9-110 Densification (Boeing #34224) Date 11/10/2017 Exterior Lighting Zone Table C405.5.2(1) Specified by jurisdiction. U Zone 1 ® Zone 2 0 Zone 3 0 Zone 4 Zone selection required to enable LTG -EXT form For Building Department Use Calculation Area O O Addition - O Addition stand alone + existing O Alteration with < 50% Alteration with >_ 50% ext. ext. wattage replaced wattage replaced Building Grounds Applies to luminaires > 100 Watts E Efficacy> 80 lumens/watt ❑ Exemption ❑ Controlled by motion sensor 164 Other Entry Door Tradable Maximum Allowed Lighting Wattage NOTE 1 Base Site Allowance: 600 Tradable Surfaces Surface Description Area (ft`), perimeter (If) or # of items Allowed Watts per ft2 or per If Allowed Watts x ft2 (or x If) Entry Canopies SW Corner Canopy & N Entry Canopy 290 0.25 w/ft2 73 Other Entry Door SE Corner Door & SW Corner Door 6 20W/LF door 120 Total Allowed Tradable + Site Allowance Watts: 793 Tradable Proposed Lighting Wattage NOTE 2 Tradable Surface Fixture Description NOTE 3.4 Number of Fixtures Watts per Fixture NOTE 5 Watts Proposed Entry Canopies LED Downlight 4 41 164 Other Entry Door LED Wall Pack 2 18 36 Entry Canopies LED Downlight 4 30 120 Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: watts olds the hasp. site allowance_ Anv base site allowance not needed to make 320 tradable watts comply can be applied to individual non -tradable categories. Non -Tradable Maximum Allowed Lighting Wattage "°'t' g g g Site Allowance Remaining: 600 Non -Tradable Surfaces Surface Description Area (ft2), perimeter (10 or # of items Allowed Watts per ft2 or per If Allowed Watts x ft2 (or x If) Non -Tradable Proposed Lighting Wattage NOTE 2 Non -Tradable Surface Fixture Description NOTE 3, a Number of Fixtures Watts per Fixture NOTE s Watts Proposed Non -tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Non -Tradable Watts Exceeding LPA: 0 Remaining Site Allowance: 600 Exterior Lighting COMPLIES WITH MAX. ALLOWANCE Note 1- List all unique exterior sufaces per Table C405.5.2(2) that occur in the project scope. Select exterior surface categories from drop down menu. Note 2 - List all proposed lighting fixtures including existing -to -remain fixtures. Note 3 - For proposed Fixture Description, indicate fixture type, lamp type, number of lamps in the fixture, and ballast type (if applicable). Note 4 - Existing -to -remain fixtures shall be included in the Tradable and Non -Tradable Proposed Lighting Wattage tables in the same manner as new fixtures. Identify as existing in fixture description. Note 5 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. Lighting, Motor, and Electrical Permit Checklist, Pg. 1 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: 9-110 Densification (Boeing #34224) Date 11/10/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS Yes C405.2 Lighting controls, general For all lighting fixtures, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken 1E10 NA C405.2 Luminaire level lighting controls (LLLC) Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls; provide description of control capabilities and performance parameters NA C405.1 Lighting in dwelling units For permanently installed lighting fixtures in dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception Yes C405.2.3 C405.2.1.1 C405.2.2.2 C405.2.4 C405.2.5 Manual controls Indicate on plans the method of manual lighting control (whether combined with occupancy sensor, automatic light reduction, daylight responsive or specific application controls), location of manual control device and area or specifice application it serves 1E10 Yes C405.2.2.1 C405.2.2.2 C405.2.3 Manual interior lighting controls Indicate on plans which method of manual 50% lighting load reduction is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls 1E10 Yes C405.2.2 Method of automatic shut-off control Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor or time switch) for all lighting zones; 1E10 Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies Yes C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate on plans the spaces served by occupancy sensors; 1E10 Indicate whether occupancy sensor controls are configured to be manual-on, automatic 50%-on, or serve a space eligible for automatic 100%-on per exception NA C405.2.1.2 Occupancy sensor controls - warehouses Indicate aisleways and open areas in warehouse spaces provided with occupancy sensor controls that reduce lighting power by 50% NA C405.2.6 Digital timer switch Indicate required digital timer switch control function when control is used C405.2.2.1 Automatic time switch controls Indicate locations of override switches on plans and the lighting zone(s) served, include area sq. ft. Yes C405.2.4.2 C405.2.4.3 Daylight zones - Sidelight and toplight Indicate primary and secondary sidelight daylight zone areas on plans, include sq. ft.; 1E10 Indicate toplight daylight zone areas on plans, include sq. ft.; For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) Yes C405.2.4 i Daylight responsive controls Indicate on plans lighting zone(s) served by daylight responsive 1 E70 controls; Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) that apply; Indicate on plans the lighting load reduction method - continuous dimming, or stepped dimming that provides at least two even steps between 0%-100% of rated power; Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone NA C405.2.5 Additional controls Specific application lighting controls Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section NA C405.2.5 - Items 1&2 Display and accent lighting Indicate on plans that display and accent lighting, and display case lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate manual and automatic lighting control method Lighting, Motor, and Electrical Permit Checklist, Pg. 2 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: 9-110 Densification (Boeing #34224) Date 11/10/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes NA C405.2.5 - Item 3 Hotel/motel guest rooms Indicate method of automatic control - vacancy or captive key control of all installed luminaires and switched receptacles in guest room NA C405.2.5 - Item 4 Supplemental task lighting Indicate method and location of automatic shut-off vacancy control for supplemental task lighting, including under-shelf or under-cabinet lighting NA C405.2.5 - Item 5 Lighting for non- visual applications Indicate on plans eligible non-visual lighting applications, include sq. ft. area of each lighting control zone; Indicate on plans that non-visual lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control NA C405.2.5 - Item 6 Lighting equipment for sale or demonstration Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control Yes C405.2.5 - Item 7 Means of egress lighting Identify on plans egress fixtures that function as both normal and emergency means of egress illumination; 1E70 Provide calculation of lighting power density of total egress lighting; If total egress lighting power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods; Indicate method of automatic shut-off control Yes C405.2.7 Exterior lighting controls Indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served; 1E10 For building facade and landscape lighting, indicate automatic controls shut off lighting as a function of dawn/dusk and fixed opening/closing time; For all other exierior lighting, indicate automatic controls shut off lighting as a function of available daylight; include control sequence that also reduces lighting power by at least 30% between 12am-6am, or from 1 hour after closing to 1 hour before opening, or based upon motion sensor NA C405.5.1 Exterior building grounds lighting controls For building grounds fixtures greater than 100 watts, indicate on plans whether fixtures have efficacy greater than 80 lumens or; are controlled by motion sensor, or are exempt lighting per C405.5.2 NA C405.2.5 Area controls - Master control switches and circuit power limit Indicate location(s) of master control switch(es) intended to control multiple independent switches; circuit breaker may not be used as a master control switch; Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% NA C406.4 Enhanced digital lighting controls To comply with additional efficiency package option, indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming, or exception taken; Include calculation of percent total installed interior lighting power that is configured with required enhanced lighting control functions (min 90% to comply with additional efficiency package option) NA C405.13 C408.3 Lighting system functional testing If claiming lighting system commissioning exemption provide supporting calculation; Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; Provide written procedures for functional testing of all automatic controls and describe the expected system response Lighting, Motor, and Electrical Permit Checklist, Pg. 3 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: 9-110 Densification (Boeing #34224) Date 11/10/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes INTERIOR LIGHTING POWER & EFFICACY Yes C405.4.1 C405.4.1 C405.4.2 Total connected interior lighting g g power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; 1E10 Identify spaces eligible for lighting power exemption on plans and in compliance forms; indicate the exception applied; Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception applied; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently Yes C405.3 Exit signs Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule (maximum 5 watts per fixture) 1E10 NA C405.1 Lighting in dwelling units - lamp efficacy If high efficacy exception is applied to permanently installed lighting fixtures in dwelling units, indicate in lighting fixture schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project (min 75% to comply with exception). NA C406.3 Reduced lighting power density - dwelling unit lamp efficacy For project with dwelling units, to comply with additional efficiency package option indicate in lighting fixture schedule if lamps in fixtures have efficacy rating of 60 lumens per watt or more. Calculate percentage of fixtures with lamps that have this efficacy rating (min 95% to comply with option). Lighting Power Calculation - Indicate compliance path taken NA C405.4.2.1 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Yes C405.4.2.2 Space-By-Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable NA C406.3 Reduced lighting power density To comply with additional efficiency package option, demonstrate in compliance forms that total connected interior lighting wattage is 75% less than the total maximum allowed lighting wattage via Building Area Method or Space-By-Space Method EXTERIOR LIGHTING POWER & EFFICACY Yes C405.5.2 Total connected exterior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; 1E10 Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; indicate exception applied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting; include exception claimed for each fixture or group of fixtures under exception category NA Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ NA C405.5.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts that are complying based on efficacy, indicate rated lamp efficacy (in lumens per watt) in fixture schedule Yes C405.5.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed Lighting, Motor, and Electrical Permit Checklist, Pg. 4 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: 9-110 Densification (Boeing #34224) Date 11/10/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes MOTORS & TRANSFORMERS NA C405.6 Electrical tranformers Include electrical transformer schedule on electrical plans; indicate transformer size, efficiency, or exception taken NA C405.7 Dwelling unit electrical energy consumption Indicate on electrical plans that each dwelling unit in Group R-2 has a separate electrical energy meter NA C405.8 Electric motor efficiency Include all motors, including fractional hp motors, in electric motor schedule on electrical plans; indicate hp, rpm, rated efficiency, or exception applied NA C405.9.1 Elevator cabs For luminaires in each elevator cab, provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; Indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm; Indicate automatic controls that de -energize lighting and ventilation fans when elevator is stopped and unoocupied for a period of 15 minutes or more NA C405.9.2 Escalators and moving walks Indicate escalators comply with ASME A17.1/CSA B44; automatic controls are configured to reduce operational speed to the minimum permitted when not in use NA C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive NA C405.10 Controlled receptacles Identify all controlled and uncontrolled receptables on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc; Indicate on plans whether the method of automatic control for each controlled receptable zone is by occupant sensor or programmable time -of -day control If "no" is selected for any question, provide explanation: End of Lighting, Motor & Transformer Permit Documents Checklist LIGHTING MODEL Calculation Summary Label Avg - et ® v e 9 a Na Max/Min Break Room Workplane 39.38 43.7 35.1 1.12 1.25 Center Office_Workplane 39.23 44.8 33.2 1.18 1.35 Closet 1 Workplane 25.28 27.8 22.8 1.11 1.22 Closet 2 Workplane 34.90 35.2 - 1.01 1.02 Closet 3_Workplane 37.82 47.5 32.4 1.17 1.47 NE Conference_Workplane 40.55 52.1 24.0 1.69 2.17 NE Office 2_Workplane 34.80 48.7 24.2 1.44 2.01 NE Office_Workplane 38.33 40.9 35.8 1.07 26.8 27.^ 25 8 27.8 15.0 15.0 18.1 Restroom_2_Workplane l _ 1 4 3b'.'l •3 .0 1.47 2.15 Restroom Workplane 24.0 27.1 25.1 1.44 2.08 SE Room__Workplane 41.53 55.3 26.9 1.54 2.06 South Cubicles & Kitchen_Workpla 43.54 55.1 32.0 1.36 1.72 SW Room Workplane 32.64 46.0 19.0 1.72 2.42 West Cubicles_Workplane 39.67 57.2 • 2.19 3.16 l' 36.43 43.8 23.7 1.54 1.85 West Office 1_Workplane 44.13 51.2 38.3 1.15 1.34 West Office 2 Workplane 43.87 50.9 37.9 •31 1.34 •74 X14 45.8 37.9 1.11 •:. • • ••• • 77 1 = 3S 1 R A 2r.. ..' .. .,r 11_•_. L 41.0 38 3 • .3 21.5 21.8 •41.9 •41.2 •40.5 •45.8 37.1 46.7 38.9 • 2.6 r .5 2',.2 45.5 50.8 4 .9 I'"7 •F •4n •77 •'1. � 79 7 r 7 41 1 71 7i < •. • „1. ' < .. • . 1•' 40.8 41.3 38 3 43.5 21.7 22.5 •42.3 •42.5 •43.5 49.5 •41.5•50..i 3 43.2 •'6.6 •47.0 •40.. .1 .3 44.2 48.6;47.6 •77 •7s� •4 •4b.5 27.3 •30.7 26.6 7 7 '_ n 14 yr <3.4 46. / /. 7.b 44.11'. �ST .12 2 4.5. .b _ .L ••'ya 1 30.4 L t- 26.7 27.4 25 8 27.8 15 21.3 t4411 43.3 431.2 40.9 ,.5 •43.1 •'r . 48.1 40.' !:..2 •4 .6'7 • A7 i ••c.• T-' T\•3t g 40 2 .. . a m m r s •• 13 �+�z.. L •37.9 51.2 •.8 _• _'® 45.8 a 92.2 6. i'Kil C libliiiMi •3c • •'• • . •.:!!! 3.: it,+.. •. •2L5 509 .•7 II� ��8 1 �� • 24.2 45. 31 73 7.2 43 n 34 7 7 4-: n 24 7 4 4: 1 i •26 • •7.. 4 .fl •3 f •3,8 7 1 3... 2 '41.7 •41.6 36 .Lai ,144 MIMI EMI •3 • • o •C. Mill I. whim 22.0 - 23.- 29 19.0 •n e 7 ^ 51 •^ •s •^ m 7 •^ 7 23 •. sire•S 2 2.8 2.. r •. r. '•.. 6 3 3 0 8 5 e 44E *4 s •77 b •18_ Er I •27.5 �' 55.3 •10 •35 • 4. .• 4� ^ .• •4 5 J • Si .4" i•. I' • L1 . 2. - •18.9 • •16. 3316 46.0 5 8 28.1 0L IOO 1.4 32 8 43.p 32 4' •r •• r• L •3 '^7•^7 •3y aF I �, • • •a . - 25 7 •34.f 34 6 21." �7 • g • • • 2315 ',Tip]: p� 1©ll.µ 23. 35.7 •47.5 •3 3'4.6 '44.• •44.' • a 4. m ,w S m m m a S I A 1 1"' • 1 A 1 1 1 n A T 1 /1 \ 1 LIGHTING MODEL Calculation Summary Label Avg Max Min Avg/Min Max/Min Break Room Workplane 39.38 43.7 35.1 1.12 1.25 Center Office_Workplane 39.23 44.8 33.2 1.18 1.35 Closet 1 Workplane 25.28 27.8 22.8 1.11 1.22 Closet 2 Workplane 34.90 35.2 34.6 1.01 1.02 Closet 3_Workplane 37.82 47.5 32.4 1.17 1.47 NE Conference_Workplane 40.55 52.1 24.0 1.69 2.17 NE Office 2_Workplane 34.80 48.7 24.2 1.44 2.01 NE Office_Workplane 38.33 40.9 35.8 1.07 1.14 NW Conference Workplane 32.38 43.5 15.0 2.16 2.90 Restroom_2_Workplane 16.31 23.9 11.1 1.47 2.15 Restroom Workplane 16.29 23.5 11.3 1.44 2.08 SE Room__Workplane 41.53 55.3 26.9 1.54 2.06 South Cubicles & Kitchen_Workpla 43.54 55.1 32.0 1.36 1.72 SW Room Workplane 32.64 46.0 19.0 1.72 2.42 West Cubicles_Workplane 39.67 57.2 18.1 2.19 3.16 West Hallway_Workplane 36.43 43.8 23.7 1.54 1.85 West Office 1_Workplane 44.13 51.2 38.3 1.15 1.34 West Office 2 Workplane 43.87 50.9 37.9 1.16 1.34 West Office 3 Workplane 42.10 45.8 37.9 1.11 1.21 rrl r 1 _0N (D 0 4-0 IIi 000, n >Cm I0 e o W -• zm,,.Z —123 0 C) z m a31N331.11Altt3d AUTOMATIC CONTROLS NOMENCLATURE: OS = OCCUPANCY SENSOR DS = DAYLIGHT SENSOR PC = PHOTOCELL PCD = DIMMING PHOTOCELL TC = ASTRONOMICAL TIME CLOCK 77 N-0cOw-CDCA 7"7r)Pe0 7J 7J 73 A 737373 CO N—, Z 71 p m I— > D 1 REVISION BY: CASNE BUILDING: 9-110 REVISION DATE: 11.10.17 LCP NAME: LCP-1N3-1 POWER CKT: C4-1/24 DATE INSTALLED: TBD CONF RM NW (RC1) CONF RM NE (RC2) SPARE OUTDOOR SW HALLWAY WEST MAIN OFFICE S RESTROOM WOMEN RESTROOM MEN 1 KITCHEN MAIN OFFICE N (SPARE MAIN OFFICE N (RC3) AREA CONTROLLED r l 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 m 0 DWG. SHEET 0 N X-BB/1-1.7 W F A A -E/3.5 \ W A *Sri < W Cn A W Ut A CO W W W01 J/1 & J -X/1.5-2 IJ -X/1.2-1.5 GRIDLINE/ COLUMN LOCAL CONTROLS NOMENCLATURE: LV = LOW VOLTAGE SWITCH LI = LINE VOLTAGE SWITCH LS = GE LIGHTSWEEP SWITCH (8 BUTTON) WS = WATTSTOPPER DIMMING SWITCH C4-1 /34 C4-1 /26 C4-1 /34 C4-1 /32 C4-1 /30 C4-1 /30 C4-1 /30 C4-1 /28 C4-1 /26 0 A N 6) PANEL & CIRCUIT CO LS LS LS LS 1w LS rw IDEVICE LOCAL CONTROLS N 0 N [N3.5 G/3.5 0 W Z W -1 W in —I W Cn V.5/3.5 X in W n) `i co in R/1, G/2, X/2 IR/1, G/2, X/2 LOCATION LOCAL [LOCAL TC TC TC/OS TC/OS TC/OS TC TC/OS LOCAL DEVICE AUTOMATIC CONTROLS Cn N) 'co LOCATION AUTO ON/OFF [AUTO ON/OFF AUTO ON/OFF AUTO ON/OFF AUTO ON/OFF 'AUTO ON/OFF AUTO ON/OFF AUTO ON/OFF (AUTO ON/OFF AUTO DIM/ON/OFF PROGRAM LOCAL CONTROL MODULE (LOCAL CONTROL MODULE (LOCAL DAYLIGHT DIMMING REMARKS LIGHTING CONTROL PANEL SCHEDULE ELECTRICAL PANEL SCHEDULE Panel Designation B10 Panel Type IEM PIE Main Bkr Rating 225A Panel Rating 150A,208Y/120, 3PH, 4W Ref. Dwg.No. Revision Engineer 9.110-1E60 L VAVREK Location, bldg. 11/9/2017 B10 9-110 xl-tub 71 col. B10 Date Installed 8/21/1992 Feeder Size 2"C, 3-#2/0, 1-#4/0 Fed From 45 KVA XFMR FROM B10/14,16,18 Revised Ckt Date Revised Job Number * AS INDICATED 2-03-14 W2498765 Ckt Breaker Type Wire Size Load Served Load Amps Location Frame Trip Ph A Ph B Ph C 1a TEB 20A #12 (2) Duplex Recepts. - Wall Mtd. ur, til$, t) ')ik # 'i)' K2/1 .8 3b TEB 20A #12 Systems Furniture (8) devices DD/3 8a X/1.2 5c TEB 20A #12 Systems Furniture (8) devices E X/1.8 10b X/1.2 7a TEB 20A #12 (1) Duplex Recept. - Wall Mtd. - Rm. 11Y3 "' '` 1 itk Silli X/3.5 9b TEB 15A #12 CEILING FAN, 1/6Hp above conf. room 11AA3 ,t, J/2 :,Bili BB/3-4 11c TEB 20A #12 (5) Duplex Recepts. - Wall Mtd.- Room 11X1 } ill - 16b z/1.5 13a TEB 20a #12 Systems Furniture (8) devices.,� SPACE W/ HARDWARE L/2 15b TEB 30A #10 Dead ended in J -box #12 J -BOX FOR SECURITY SYSTEM BB/1-2 17c TEB 20A #12 (2) 4-plex drops, 5-15R, Hubbell #5262, (1) 5-20R in ceiling - Room 11X1 - <1: Z/1.5 19a TEB 20A #12 Systems Furniture (8) devices SPARE "" N/1.4 21b TEB 20A #12 Systems Furniture (8) devices SPARE U1.4 23c TEB 20A #12 (2) 4-plex receptacle - Wall Mtd. - Room 11 BB1 #12 ' '` 'r BB-DD/2 25a TEB 20A #12 Systems Furniture (8) devices T/3.5 ii 5 ;ia i R/2 27b TEB 20A #12 Systems Furniture (8) devices `' G/1-2 NW corner (garge) SE corner (garge) F R/1.6 29c TEB 20A #12 (4) Duplex Recepts. - Wall Mtd. - Conf. Rm. 11AA3 :ipl1. BB/3.5 31a TEB 20A #12 (2) Duplex Recept. - Wall Mtd. & CEILING MTD - conf. Rm. 11AA3 1 it illi' .. BB/4 33b TEB 20A #12 (1) 4-plex receptacle s'pI Z -B/3-4 35c TEB 20A Spare SPARE 37a TEB 30A SPARE RFVTGBYH 39b it 1' '' 41c kik 411 Lf 2a TEB 20A #12 Systems Furniture (8) devices Allt , ; A :? , J/1.4 4b TEB 20A #10 (1) 15A GFCI DUPLEX RECEPT. 230' WEST ON FENCE m " ur, til$, t) OUTSIDE 6c TEB 20A #12 OFFICE FURNITURE DD/3 8a TEB 20A #12 (2) DUPLEX X/1.8 10b TEB 20A #12 unk own load `' ' "' '` 12c TEB 20A #12 Systems Furniture (8) devices ,Ili' ` J/2 14a TEB 20A #12 (1) 20A, 208V, 1 Ph Recept. on Data Rack - Room 11U3 :' .gI } ill T/3.5 16b li 18c TEB SPACE W/ HARDWARE 20a TEB 20A #12 J -BOX FOR SECURITY SYSTEM INI Mit :1111 Ilia A X/1.5 22b TEB 20A SPARE 24c TEB 20A SPARE 26a TEB 20A SPARE ti P J/1.8 28b TEB 20A #12 (1) 20A, 208V, 1 Ph Recept. on Data Rack - Room 11U3 L/1.8 30c ; r ''il°j T/3.5 32a TEB 60A #4 (3) 60amp, 208/120vac 3phase recptacles Crouse -Hinds #ARE641_ : a 'F'' `' G/1-2 NW corner (garge) SE corner (garge) 34b #4 W ilit 36c #4 "Int"! 38a TEB 20A #12 Ded 4Plex - Data Closet - Security Equipment 1 it illi' 40b TEB 20A #12 Ded PWR - West Entrance Door - Security Equipment s'pI 42c TEB 20A Spare :;; ; 0 !! WARNING: SHUTDOWN will affect turnstile !! V 11/9/2017 C4-1 new .anel.XLS ELECTRICAL PANEL SCHEDULE sub 71 Panel Designation C4-1 Panel Type Main Bkr Rating 150A Panel Rating 50A,208Y/120, 3PH, 4W Ref. Dwg.No. Revision Engineer 9.110-1 E60 CASNE Location, bldg. 9-110 Date Installed col. C4 Feeder Size 2"C, 4-#2/0, 1-#6 grnd Fed From D9 VIA 45KVA TRANSFORMER Revised Ckt Date Revised Job Number NEW PANEL 11.10.17 34224 Ckt Breaker Type Wire Size Load Served Load Amps Location Frame Trip Ph A Ph B Ph C 1a 4b 20A #12 spare spare iiiPii( 110 .. 3b 1. 4 ":fit. 20A #12 spare 20A #12 spare 5c 20A #12 SYSTEMS FURNATURE � 6.7 20A 7a SYSTEMS FURNATURE 20A #12 SYSTEMS FURNATURE 6.7 10b 9b 20A 20A #12 SYSTEMS FURNATURE 6.7 11c 20A #12 DEDICATED RECEPT FOR PRINTER #12 fh 6.7 13a 20A #12 spare 14a 0 ll �� .pµ #12 15b 30A #12 DUPLEX RECEPTICLE (PROJECTOR) 1.5 ' C/3.5 17c 20A 20A #12 DEDICATED L5 -20R FOR DATA CLOSET 3.0 19a A -C/1 20A #12 DEDICATED L5 -20R FOR DATA CLOSET 3.0 I:ft: 40, 21 " 3.0 DEDICATED L6 TWISTLOCK FOR DATA CLOSET 20a OS 3.23c g. #12 (4) GFCI RECEPTACLES, AUTOMATIC FLUSH URINAL 20A #12 . -20R E s 3.0 22b 25a 20A 20A #12 DEDICATED L6 -20R TWISTLOCK FOR DATA CLOSET 3.0 ? 27b P i0 3.0 20A 29c LCP-1N3-1 20A #12 DEDICATED L6 -20R TWISTLOCK FOR DATA CLOSET 01 =i91h' a +r 3.0 N/3 31a 3.0 cpt ;4 LIGHTING - N CUBICLES, NE CONF RM, ENTRY 33b 10.0 20A #12 DEDICATED L6 -20R TWISTLOCK FOR DATA CLOSET 3.0¢ :9flF 35c : :; 3.0 iPo 37a 6.7 60A 9 PANEL B10 51.1 40., ,iiik 1: 10 10 #12 39b i sir .4 32.8, aiu ,,I;H1� 41c 9.2 .. 32a 45.3 2a 20A #12 SYSTEMS FURNATURE 6.7 dliN iliii„' 4b 20A #12 spare 10 .. 1. 4 ":fit. 6c 20A #12 spare . 8a 20A #12 SYSTEMS FURNATURE 6.7 10b 20A #12 spare 12c 20A #12 spare 14a 20A #12 (2) QUADPLEX RECEPTICLES 6.0 Ili, SIF A -C/4 16b 20A #12 (2) QUADPLEX RECEPTICLES 6.0 A -C/1 18c 20A #12 Duplex GFCI for drinking fountains " 3.0 20a 20A #12 (4) GFCI RECEPTACLES, AUTOMATIC FLUSH URINAL 7.5 22b 20A #12 spare `.u!i y IP 24c 20A #12 LCP-1N3-1 '' N/3 26a 20A #12 LIGHTING - N CUBICLES, NE CONF RM, ENTRY 10.0 28b 20A #12 LIGHTING - SE ROOMS, KITCHEN iPo 6.7 t 9 9 30c 20A #12 LIGHTING - S CUBICLES, CENTRAL ROOMS, RESTROOMS i sir .4 ii , 9.2 32a 20A #12 LIGHTING - W HALLWAY 0.7 s y iN 1 4 34b 20A #12 LIGHTING - W ROOMS, SW OUTDOOR CANOPY 1.. : 7.4 ti 36c 20A #12 SYSTEMS FURNATURE f r 6.7 38a 20A #12 spare ,; 40b 20A #12 spare ,,ii,", 42c 20A #12 spare 104.4 70.1 89.6 O !! WARNING: SHUTDOWN will affect turnstile !! ELECTRICAL PANEL SCHEDULE Panel Designation C4 Panel Type Main Bkr Rating Panel Rating Ref. Dwg.No. Revision Engineer IEM type PIE, flush mount 125A* 150A,208Y/120, 3PH, 4W 9.110-1E60 K CASNE 11/9/2017 C4.XLS sub 71 Location, bldg. 9-110 col. C4 Date Installed 32106.0 Feeder Size 2"C, 4-#1/0, 1-#6 grnd Fed From 37.5 KVA XFMR FROM D9/32,34,36 Revised Ckt * AS INDICATED Date Revised 10/31/2017 Job Number 34224 Ckt Breaker Type Wire Size Load Served Load Amos 6.7 Location Frame I Trip Ph A Ph B Ph C la THQB 20A #12 (1) Dedicated Duplex - 20amp A* . ;, qk III 6c 3b THQB 20A #12 (1) Dedicated Duplex - 20amp 6.7 5c THQB 20A #12 (3) Duplex + (1) GFI outdoor duplexes & (1) pwr pole ti J -L/2 7a THQB 20A #12 (3) Duplex & (2) Power Poles SPARE + 9b THQB 30A #12 SPARE #12 1.4y 1 1 c THQB 20A #12 (4) 4-plex receptacle Iqn d #12 C/3 13a THQB 20A #12 SPARE THQB ._ A/1 15b THQB 30A #10 (1) 30amp twstick, L5-30, receptacle, Hubbell #2610A ` I THQB F/4 17c THQB 20A #12 Front Doorbell - door N1 L14 20a THQB 19a THQB 20A #12 (7) Duplex & (2) 4-plex receptacle 9 22b 21b THQB 20A #12 (2)Duplexes, (2) 4-plex & (1) GFI outdoor duplex 191r glii! Ih" N1-4 23c THQB 20A #12 (3) Duplex & (2) 4-plex receptacle t # !li(t * 4. ' A -G/1-2 25a THQB 20A #12 (2) Duplex & (2) 4-plex (6) Duplex Recepts. - Wall Mtd. Rms. 1153,11Y3,12AA3 t r A -G/3 27b THQB 20A #12 annunciator panel #12 (1) Dedicated 20 amp duplex (EWC) r s 29c THQB 20A #12 landscape sprinkler 20A #12 (2) RECEPT. KITCHENETTE 31a THQB 20A #12 restroom exhaust fan THQB w qin; r till 4 #12 33b THQB 20A #12 (1) Dedicated 4-plex ,I F ,iii IP Ali. ilk, 20A 35c THQB 20A #12 !! ACCESS TURNSTILE 0.4 amps !! ; :,. southwest of bldg. 37a THQB 60A #4 (2) 60amp, 208/120vac 3phase recptacles Crouse -Hinds #ARE641_ .; NW corner (garage) SE corner (garage) 39b #4 .. , 41c #4 20A #12 2a THQB 20A #12 SYSTEMS FURNATURE 6.7 m8 4b THQB 20A #12 SYSTEMS FURNATURE 6.7l A* 6c THQB 20A #12 SYSTEMS FURNATURE 6.7 8a THQB 20A #12 SPARE r 10b THQB 20A #12 SPARE "44' n 12c THQB 20A #12 SYSTEMS FURNATURE 910 iilp, ,f 6.7 14a THQB 20A #12 SPARE A 10^ tun 16b THQB 20A #12 SPARE 1. 18c THQB 20A #12 QUADPLEX RECEPT. ° 3.0 L14 20a THQB 20A in use ' 22b THQB 20A #12 (2) Duplex and (1) 4-plex i 4 'I, , � O. 4 BB-DD/4 24c THQB 20A #12 (3) Duplex * '4 f l i 26a THQB 20A #12 (6) Duplex Recepts. - Wall Mtd. Rms. 1153,11Y3,12AA3 ,. X -Z/4 28b THQB 20A #12 (1) Dedicated 20 amp duplex (EWC) r s c Z/3.5 30c THQB 20A #12 (2) RECEPT. KITCHENETTE @ 'r 3.0 32a THQB 20A #12 (2) 4-plex receptacles, Hubbell #5262 t �P garage area 34b THQB 20A #12 (2) 4-plex receptacles, Hubbell #5262 y 4 , ft A It 4AL garage area 36c THQB 15A 2p #12 SPARE 38a #12 .. , 40b THQB 20A #12 (2) garage door openers (1/3 hp each) A, 10 .4144. garage area 42c THQB 20A #12 (1) 1/3hp fan, on gas heater garage area 6.7 8.1 19.4 Panel Designation XE Panel Type Main Bkr Rating Panel Rating Ref. Dwg.No. Revision Engineer ELECTRICAL PANEL SCHEDULE Location, Bldg. 9-110 Building IEM TYPE 'PIE' SURFACE MTD 3/P 100A NACB BOTTOM MOUNT 100A 480Y/277V 3PH. 4W + GND 109-110-2001-E5 A CASNE Col. ELECT. RM 106 Date Installed 11.25.87 Feeder Size 2"C 4#1/0 +#6GND Fed From, A.T.S Revised Ckt 5C Date Revised 11/10/2017 Job Number 34224 Ckt Breaker Type Wire Size Load Served Load Amps Location Frame Trip Ph A Ph B Ph C 1a TED 20A #12 EXIT & EGRESS LTS FITURES SWBRD 17 3b TED 20A #12 EXIT & EGRESS LTS FITURES ' 8a 5c TED 20A #12 AMS BADGE READER 91b ups 9ih 1111+ I: 3 10b 7a BLANK SPACE BLANK SPACE 103; !'Jli 9b BLANK SPACE '. 3tt V !Il ! 11c BLANK SPACE; 13 11 It at=1P it f , 0, et, IN 111N i114 , VIII ;'lit .. 41 Jlii : 2a TED 20A #12 3KVA XFMER FOR EMER. 120V ELECT. RM 4b TED 30A 2P SWBRD 17 6c #10 POWER TO SWITCH BOARD #17 FOR METER te. '" ' 8a BLANK SPACE 10b BLANK SPACE iNili; 111: lid 12c BLANK SPACE ; 11 V !Il ! it f , 0, et, Jlii : XE.xls, 11/9/2017 cPERMT COORD COV 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: EL17-0916 DATE: 11/15/17 PROJECT NAME: BOEING #9-110 SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: P4711— Building Division Public Works Fire Prevention Structural Planning Division nPermit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/16/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/14/17 Approved Corrections Required ❑ Approved with Conditions nDenied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 SEQUOYAH ELECTRIC LLC o Home Espanol Contact C Search L&I Page 1 of 3 SEARCH A -Z Index Help My L&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries SEQUOYAH ELECTRIC LLC Owner or tradesperson Principals NICHOLS, DAVID E, PARTNER/MEMBER GHASSEMI, MAHMOOD, PARTNER/MEMBER CASINO, JEFFREY PETER, PARTNER/MEMBER Angeline, Scott Ronald, PARTNER/MEMBER NICHOLS, CHRISTOPHER R, PARTNER/MEMBER TROCANO, FREDERICK "RICK" CHAR, PARTNER/MEMBER NAGEL, CHERYL LYNN, PARTNER/MEMBER HOLDEN, MARLIN, PARTNER/MEMBER (End: 09/30/2003) GRINNELL, JACK, PARTNER/MEMBER (End: 09/30/2003) ADAMS, MATT, PARTNER/MEMBER (End: 09/30/2003) CORPORATION SERVICE CO, PARTNER/MEMBER (End: 09/30/2003) Doing business as SEQUOYAH ELECTRIC LLC WA UBI No. 602 252 591 15135 NE 92nd St REDMOND, WA 98052 425-814-6000 KING County Business type Limited Liability Company Governing persons DAVID E NICHOLS MAHMOOD GHASSEMI; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. SEQUOEL976B9 Effective — expiration 01/2912003— 01/30/2019 Bond Active. Meets current requirements. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602252591 &LIC=SEQUOEL976B9&SAW= 12/15/2017 SEQUOYAH ELECTRIC LLC HARTFORD FIRE INS CO Bond account no. 52BSBAB5543 r' 1 $12,000.00 Received by L&I Effective date 01129/2003 01/17/2003 Expiration date Until Canceled Insurance Zurich American Ins Co $1,000,000.00 Policy no. GL0106568200 Received by L&I Effective date 11/15/2017 11/2712017 Expiration date 11/27/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 061,981-00 Account is current. Doing business as SEQUOYAH ELECTRIC LLC Estimated workers reported Quarter 3 of Year 2017 "Greater than 100 Workers" L&I account contact T4 / MELVINA RAMSDELL (360)902-4814 - Email: RAMM235@Ini.wa.gov Track this contractor Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 01/13/2016 Inspection no. 317937437 Location 501 North Newport Ave Newport, WA 99156 Violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602252591 &LIC=SEQUOEL976B9&SAW= 12/15/2017 VICINITY NAP PROJECT SITE FROM DOWNTOWN SEATTLE 0 900 rn 99 EXIT 158 EXIT 157 EXIT 157 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT DEVELOP V 599 TUKWILA ECTAL CE\TES FROM KENT & AUBURN NO SCALE 900 BOEING WORKPLACE SERVICES BUILDING 911i OFFICE TENANT IMPROVEMENT #34424 BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 AREA MAP UILDI\C ADDHSS: 9725 EAST NAKI\AL WAY SOUTH TU4WILA, WASHI\GTO\ PROJECT SITE o � FILE COPY Permit No. W1MIt() Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: Dat City of Tukwila BUILDING DIVISION 9-110 3UILD1\G LOCATIO\ NO SCALE REVISIONS No changes shall bo mar_!e to the scope of work without prior approval of Tukwila Building Division. NOTE: ROVISi0;13 WIII requiro a n:, -,;vv Wan subrnittca and may '-�'A p! an :� in:,l �c �.c:, :;.;^:I r,"an GE\RAL \OTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO JOHN MURDOCH AT BUILDING 09-051.2 COLUMN M/2, AFTER COMPLETION OF THIS CONSTRUCTION. SCOPE OF MR INTERIOR TENANT IMPROVEMENT OF APPROXIMATELY 8,636 SF OF EXISTING OFFICE AREA. INCLUDES DEMOLITION OF NON—LOAD BEARING WALLS, RESTROOM RENOVATIONS, KITCHENETTE, AND REPLACEMENT OF FLOOR FINISHES, ACOUSTICAL CEILING TILES, AND PAINTING THROUGHOUT, WITH MINOR ELECTRICAL AND MECHANICAL MODIFICATIONS. THERE WILL BE NO CHANGES TO THE EXISTING BUILDING CONSTRUCTION TYPE OR OCCUPANCY GROUP CLASSIFICATION. THE OCCUPANT LOAD HAS BEEN INCREASED DUE TO THE ADDITION OF A CONFERENCE ROOM — REFER TO THE EXITING PLAN FOR THE EXITING SYSTEM. CODE SUN v1A�Y LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREAS: BUILDING FOOTPRINT, GROSS AND FIRST FLOOR BUILDING HEIGHT STORIES OCCUPANT LOAD: HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC ZONE TUKWILA 2015 I.B.C., U.F.C., U.P.C., AND THE WAC 51-20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. GROUP B (OFFICE) TYPE VB SEPARATION 60 FEET (MINIMUM THREE SIDES) 8,636 S.F. 18 FT. 1 SEE 1A01 FOR EXITING PLAN ARCHITECT'S INTENT: FOR 2015 IBC WORK DESIGN WILL MAINTAIN EXISTING LIKE KIND MATERIALS AND ASSEMBLIES PER 97 UBC REQUIREMENTS. BARRIER FREE FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT 3 SYM REVISION EXTRS: RELOCATE IR SIGN LAB (21-01) RELOCATE 0S1 TO 9-110 RELOCATE OS1 TO 9-110 (CONSTRUCTION) ADD GATES AND FENCE OFFICE TENANT IMPROVEMENT BY APPROVED DATE SYM REVISION BY APPROVED DATE J#190105-02 J#120706-02 J#120706-02 J#545680-02 34224 GMM 09.20.00 GMM 10.22.02 GMM 10.30.02 GMM 04.30.04 SITTS BKL 11.10.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED • ENGINEER APPROVED BY DEPT. DATE G.MILLER DRAWN G.MILLER DATE SEPARATE F . ►1T REQUIR` D FOR: [fid'Mechanical ❑.,/Electrical ,L1 'tumbing Gas Piping City of Tu!c./i!a BUILDING DNi^IoN DAWI\G INDEX SHEET NO. DRAWING NO. SHEET TITLE REV NO. DATE GO 9-110—GO TITLE SHEET — 11.10.17 Al 9-110—Al GENERAL ARCHITECTURAL NOTES AND CODE SUMMARY — 11.10.17 1A01 9-110-1A01 FIRST FLOOR EXITING PLAN C 11.10.17 1A1OR 9-110-1A1OR FLOOR PLAN — REMOVAL — 11.10.17 1A10 9-110-1A10 FLOOR PLAN F 11.10.17 1A280R 9-110-1A280R REFLECTED CEILING PLAN — REMOVAL — 11.10.17 1A280 9-110-1A280 REFLECTED CEILING PLAN — 11.10.17 1A450 9-110-1A450 ENLARGED FLOOR PLANS — 11.10.17 1A451 9-110-1A451 ENLARGED FLOOR PLANS — 11.10.17 A350 9-110—A350 SCHEDULES — 11.10.17 A371 9-110—A371 INTERIOR ELEVATIONS — 11.10.17 A372 9-110—A372 INTERIOR ELEVATIONS — 11.10.17 A504 9-110—A504 MISC SECTIONS AND DETAILS — 11.10.17 A505 9-110—A505 MISC SECTIONS AND DETAILS — 11.10.17 A506 9-110—A506 MISC SECTIONS AND DETAILS — 11.10.17 A507 9-110—A507 MISC SECTIONS AND DETAILS — 11.10.17 M1R 9-110—M1R SCHEDULES — REMOVAL B 11.10.17 1 M1 OR 9-110-1 M1 OR HVAC FIRST FLOOR PLAN — REMOVAL E 11.10.17 1 M11 OR 9-110-1 M11 OR PLUMBING PLAN — REMOVAL C 11.10.17 M45OR 9-110—M45OR PARTIAL PLAN — REMOVAL A 11.10.17 RFM 1 OR 9-110—RFM 1 OR HVAC ROOF PLAN — REMOVAL A 11.10.17 M1 9-110—M1 SCHEDULES B 11.10.17 1M10 9-110-1M10 HVAC FIRST FLOOR PLAN E 11.10.17 1M110 9-110-1M110 PLUMBING PLAN B 11.10.17 1M260 9-110-1M260 FIRE PROTECTION FIRST FLOOR PLAN D 11.10.17 M450 9-110—M450 PARTIAL PLAN A 11.10.17 RFM 10 9-110—RFM 10 HVAC ROOF PLAN A 11.10.17 E4R 9-110—E4R ONE LINE DIAGRAM — REMOVAL A 11.10.17 1 E1 OR 9-110-1 E1 OR LIGHTING FLOOR PLAN — REMOVAL E 11.10.17 1E6OR 9-110-1E6OR 120/208 VAC PLAN — REMOVAL M 11.10.17 1E410R 9-110-1 E41 OR NETWORK PLAN — REMOVAL — 11.10.17 E4 9-110—E4 ONE LINE DIAGRAM A 11.10.17 1E10 9-110-1E10 LIGHTING FLOOR PLAN E 11.10.17 1E60 9-110-1E60 120/208 VAC PLAN M 11.10.17 1E410 9-110-1E410 NETWORK PLAN FOb CREOMPPLIANCOMPLIANCE WITH — 11.10.17 E501 9-110—E501 MISCELLANEOUS DETAILS NFPA7O - NEC A 11.10.17 E502 9-110—E502 LIGHTING DETAILS DEC 1 3 2017 (RI-2- — 11.10.17 E5XX 9-110—E5XX DATA CLOSET ENLARGED PLAN / — 11.10.17 City of Tukwila E5XXA 9-110-E5XXA DATA CLOSET SECTION/DETAILSrBUILDING DIVISION ► _ 11.10.17 L Ct I REC 'IVSD CITY OF TUKWiL121, NOV 15 2011 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sltts-hill-englneers.eoml Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CHECKED SUBTITLE TITLE SHEET CURRENT REVISION SYMBOL 34224 DATE 11.10.17 09.20.00 CHECKED APPROVED APPROVED TITLE OFFICE TENANT IMPROVEMENT ARCHITECTURAL MASTER BUILDING 9-110 SHEET GO JOB NO. COMP NO. DEV. CENTER, WA DWG NO. 09-110—GO DUARTEE: 9/26/2013 6:17:46 AM GENERAL ARCHITECTURAL NOTES (GAN) BUILDING CODE AND SPECIFICATIONS: ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS WITH STATE OF WASHINGTON AND CITY OF TUKWILA AMENDMENTS TO BE USED, U.N.O.: EDITION 2015 ICC/ANSI A117.1-03 2015 2015 2015 2015 2017 2015 ASCE 31-03 ASCE/SEI 41-06 ASCE/SEI 7-10 MATERIAL STEEL WELDING COLD FORMED STEEL CODE INTERNATIONAL BUILDING CODE ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES INTERNATIONAL MECHANICAL CODE INTERNATIONAL FIRE CODE INTERNATIONAL PLUMBING CODE INTERNATIONAL ENERGY CONSERVATION CODE NATIONAL ELECTRICAL CODE INTERNATIONAL FUEL GAS CODE SEISMIC EVALUATION OF EXISTING BUILDINGS SEISMIC REHABILITATION OF EXISTING BUILDINGS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES CODE EDITION 14TH EDITION OF (AISC) STEEL CONSTRUCTION MANUAL. STRUCTURAL WELDING CODE - STEEL, (AWS) D1.1-15. 2012 (AISI) NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH CITY OF TUKWILA AMENDMENTS SHALL BE USED AND SUPPLEMENTED WITH ASCE 7-10. (AISC) MANUAL OF STEEL CONSTRUCTION - 14TH EDITION. (AWS) STRUCTURAL WELDING CODE / STEEL - AWS D1.1-11. CONCRETE (ACI 318)-11. REINFORCING 2004 ACI DETAILING MANUAL (ACI SP -66). AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM) STANDARDS. LIVE LOAD = 100 PSF WIND LOAD (INTERIOR STRUCTURE) = 5 PSF SEISMIC COEFFICIENTS FOR LATITUDE. 47.5163 DEGREES, LONGITUDE -122.2986 DEGREES AND SITE CLASS "D", BUILDING DESIGN CATEGORY "D": Ss = 1.515, 51 = 0.573 Sds = 1.010, Sd1 = 0.573 THE CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS. ALL NEW CONSTRUCTION SHALL COMPLY WITH THE 2015 IBC (WITH STATE OF WASHINGTON AMENDMENTS) CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA, U.N.O. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL ARCHITECTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE OWNER. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL ARCHITECTURAL NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. PLAN DIMENSIONS SHOWN ARE TAKEN TO FACE OF STUD OR FACE OF CONCRETE U.N.O. HEIGHTS SHOWN OR NOTED AFF (ABOVE FINISH FLOOR) ARE TO BE MEASURED FROM TOP OF FINISH FLOORING MATERIAL. DO NOT SCALE DRAWINGS. IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT OWNER FOR DIRECTION BEFORE PROCEEDING. IF DRAWINGS MEASURE LESS THAN 24" x 36", PRINTS ARE REDUCED FROM ORIGINALS. DETAILS SHOWN ON CONSTRUCTION DOCUMENTS SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS WHETHER SPECIFICALLY REFERENCED AT EACH LOCATION OR NOT. ADJUNCT CONSTRUCTION - THE EMBEDMENT OR PASSAGE OF PIPING, ELECTRICAL CONDUIT, DUCTWORK AND OTHER MATERIALS THAT WOULD REDUCE THE STRENGTH OF ROOFS AND/OR FRAMING IS NOT PERMITTED UNLESS THE WORK IS DONE IN ACCORDANCE WITH THE STANDARD DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS. THIS WORK MUST BE REVIEWED BY THE OWNER PRIOR TO CLOSING IN AND /OR CASTING. SEE STANDARD DETAILS AND PROJECT MANUAL FOR THE RELATIONSHIP OF UNDERGROUND CONDUIT AND PIPING TO FOUNDATIONS, FOR OPENINGS, FOR PIPING IN WALLS AND OTHER SPECIAL CONDITIONS REQUIRED FOR THIS PROJECT. WHERE PLAN NOTES CALL FOR THE CONTRACTOR TO INSTALL SPECIAL ITEMS, IT IS TO BE EXPLICITLY UNDERSTOOD THAT THE CONTRACTOR IS TO ALSO PROVIDE THAT ITEM AND ALL ACCESSORY EQUIPMENT REQUIRED TO INSTALL THAT ITEM(S). IF ITEM IS TO BE PROVIDED BY OWNER, IT WILL BE SO INDICATED. CONTRACTOR SHALL REPAIR ALL CONSTRUCTION DAMAGE NOT LIMITED TO GRASS, PAVED AREAS AND OTHER ITEMS TO PRE -CONSTRUCTION CONDITION FROM DAMAGE DURING CONSTRUCTION. PROVIDE PHOTOGRAPHS PRIOR TO STARTING WORK AND DELIVER TO OWNER. CHANGES TO THE APPROVED DRAWINGS AND PROJECT MANUAL SHALL BE MADE BY AN ADDENDA OR CHANGE ORDER SIGNED BY THE OWNER. THE ELECTRICAL, PLUMBING, AND MECHANICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE DRAWINGS TO DETERMINE THE LOCATION OF PROPOSED EQUIPMENT, OUTLETS, OR OTHER ITEMS. SEE SCHEDULES, DETAILS, AND CONSTRUCTION DOCUMENTS FOR MOUNTING HEIGHTS OF ACCESSORIES. MAINTAIN FIRE RESISTANCE RATING OF RATED ASSEMBLIES BEHIND RECESSED WALL ACCESSORIES, INCLUDING FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, MISCELLANEOUS ACCESSORIES, ELECTRICAL JUNCTION BOXES, AND OTHER ITEMS WHERE OCCURRING. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE APPLICABLE CODES. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NONCOMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISH WORK WILL NOT COMPLY WITH THE APPLICABLE CODES, A CHANGE ORDER OR SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK, SHALL BE SUBMITTED TO AND APPROVED BY THE AGENCY HAVING JURISDICTION. MAINTAIN FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL FIRE CODE. SELECTIVE N: SELECTIVE DEMOLITION SHALL INCLUDE THE SELECTIVE REMOVAL AND SUBSEQUENT OFFSITE DISPOSAL (U. N. 0.) OF THOSE ITEMS IDENTIFIED ON THE CONSTRUCTION DRAWINGS. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. REMOVAL OF EXISTING ITEMS INDICATED ON DRAWINGS AND MISCELLANEOUS ITEMS REQUIRED TO COMPLETE PROJECT. 2. REMOVAL AND PROTECTION OF EXISTING ITEMS, MATERIALS AND EQUIPMENT ITEMS INDICATED "SALVAGE," OR AS REQUIRED TO FACILITATE NEW WORK. 3. CORING CONCRETE FOR ITEMS TO BE EMBEDDED. 4. SAWCUTTING AS REQUIRED FOR REMOVAL OF ITEMS INDICATED ON PLANS AND HEREIN. 5. SAWCUTTING AND REMOVAL OF CONCRETE WALLS, SLAB PORTIONS OF WALLS/RETAINING WALLS, CONCRETE STEPS, DRAINAGE SWALES, CONCRETE CURBS, GUTTERS, CONCRETE WALKS -PAVING SLABS INDICATED AND AS REQUIRED TO FACILITATE NEW WORK, AS WELL AS RELATED BASE MATERIAL. 6. CORING CONCRETE TO INSTALL RAILING POST. 7. REMOVAL OF EXISTING PIPE, RAILINGS, POST AND BOLLARDS. (NOTE WHERE TO BE RE -USED AS INDICATED ON PLANS). 8. REMOVAL OF NON -SALVAGED HARDWARE AND HARDWARE NOT TO BE REUSED OR REINSTALLED. 9. REMOVAL OF CERAMIC WALL TILE AND SUBSTRATE(S) INDICATED ON PLANS AND AS REQUIRED TO FACILITATE WORK THIS PROJECT. 10. REMOVAL OF CERAMIC FLOOR TILE AND SUBSTRATE(S) INDICATED ON PLANS AND AS REQUIRED TO FACILITATE WORK THIS PROJECT. 11. REMOVAL OF ELECTRICAL CONDUIT, BOXES, RELATED ITEMS AND DEVICES AT WALLS INDICATED TO BE REMOVED - SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 12. PORTIONS OF EXISTING BUILDING INDICATED ON DRAWINGS AND AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. 13. REMOVAL OF INTERIOR PARTITIONS AS INDICATED ON DRAWINGS. 14. REMOVAL OF DOORS, WINDOWS AND FRAMES INDICATED. 15. REMOVAL AND/OR ALTERATION OF BUILT-IN CASEWORK INDICATED. 16. REMOVAL OF FINISHES ON WALLS, CEILING AND FLOORS INCLUDING TRIMS AS NOTED AND AS REQUIRED TO FACILITATE NEW WORK. 17. REMOVAL OF CEILING, FRAMING, HANGERS AND FINISHES INDICATED OR REQUIRED TO COMPLETE WORK. 18. CUTTING CONCRETE FLOORS AND MASONRY WALLS FOR PIPING, DUCTS AND CONDUITS, ETC. 19. REMOVAL OF EXISTING HARDWARE WHERE NEW HARDWARE IS SCHEDULED. 20. REMOVAL OF ACCESSORIES, TOILET PARTITIONS AND MISCELLANEOUS ITEMS INDICATED HEREIN, INDICATED ON DRAWINGS AND REQUIRED TO COMPLETE PROJECT. 21. REMOVAL OF EXISTING GLAZING AND RELATED ITEMS WHEN INDICATED ON PLANS. 22. GRIND FLOOR SUBSTRATE TO RECEIVE FLOORING. SEE PLANS FOR LOCATIONS. 23. REMOVAL OF SIGN FACES, WRAP/ PROTECT AND DELIVER TO OWNER. 24. REMOVAL AND SALVAGE FOR REINSTALLATION EXISTING FLOOR MOUNTED DOOR AND TOPS AND METAL THRESHOLDS AT FLOORING INDICATED TO BE REMOVED. 25. ROOFING AND ROOF INSULATION REMOVAL. 26. REINSTALLATION OF SALVAGE ITEMS AS INDICATED HEREIN. COORDINATE REMOVAL PROCESS TO FACILITATE REUSE OF SALVAGED ITEMS. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. VERIFY ALL DIMENSIONS WITH OWNER. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. DEFERRED SUBMITTALS: SHOP DRAWING SUBMITTALS REQUIRED BY THESE GENERAL ARCHITECTURAL NOTES WHICH CONTAIN DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER OTHER THAN THE ENGINEER OF RECORD SHALL BE SUBMITTED PRIOR TO CONSTRUCTION TO THE BUILDING OFFICIAL FOR REVIEW. THE DOCUMENTS WILL FIRST BE REVIEWED BY THE OWNER AND ENGINEER OF RECORD AND DETERMINED TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. THESE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE BUILDING OFFICIAL HAS APPROVED THEIR DESIGN AND SUBMITTAL DOCUMENTS. THE FOLLOWING ITEMS SHALL BE SUBMITTED PER THIS SECTION: AUTOMATIC SPRINKLER SYSTEM 1. INCOMPATIBLE MATERIALS SHALL BE STORED SEPARATELY IN ACCORDANCE WITH IFC 5003.9.8. 2. HAZARDOUS MATERIALS SHALL BE STORED IN ACCORDANCE WITH IFC 5001 AND 5003. .!DINT PROTECt1O}J• FOR SEALING PERIMETER JOINTS OF GYPSUM BOARD PARTITIONS TO REDUCE SOUND TRANSMISSION. PROVIDE JOINT SEALANTS FOR INTERIOR APPLICATIONS THAT ESTABLISH AND MAINTAIN AIRTIGHT AND WATER-RESISTANT CONTINUOUS JOINT SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES. PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. DOW CORNING CORPORATION OR APPROVED EQUAL. MilOILWALAUligk 16 GAUGE COLD ROLLED STEEL AT INTERIOR LOCATIONS. CORNER CONSTRUCTION: WELD FULL DEPTH AND FACE, GRIND SMOOTH AND RE -PRIME. WELD INCLUDES FACES, RABBETS, SOFFIT AND STOPS. STANDARD HOLLOW METAL FRAMES: STEELCRAFT MANUFACTURING CO., CINCINNATI, OHIO CURRIES CO., MASON CITY, IOWA CECO CORP., OAKBROOK, IWNOIS ATTACHMENT TO DRYWALL CONSTRUCTION: MANUFACTURER'S STANDARD COMPRESSION TYPE FOR DRYWALL TYPE FRAME. STEEL OR WOOD STUD TYPE TO ACCOMMODATE FRAME JAMB DEPTH AND FACE DIMENSION ON WELDED TYPE FRAME. FLUSH WOOD DOORS: FLUSH INTERIOR DOORS: SOLID CORE. THICKNESS: 1-3/4 INCHES CORE: AGRIFIBER. CONSTRUCTION: BONDED. PERFORMANCE DUTY LEVEL: HEAVY DUTY. QUALITY GRADE: PREMIUM. FINISH: PRIME AND PAINT. MOHAWK COMMERCIAL SERIES OR APPROVED EQUAL. GYPSUM MD ASSEMBLIES: INTERIOR GYSUM WALLBOARD PANEL SIZE: PROVIDE IN MAXIMUM LENGTHS AND WIDTHS AVAILABLE THAT WILL MINIMIZE JOINTS IN EACH AREA AND CORRESPOND WITH SUPPORT SYSTEM INDICATED. STANDARD GYPSUM BOARD: PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: GEORGIA -PACIFIC GYPSUM LLC; TOUGHROCK. CORE: 5/8 INCH, TYPE X. LONG EDGE: TAPERED. TRIM ACCESSORIES INTERIOR TRIM: ASTM C1047. MATERIAL: GALVANIZED OR ALUMINUM -COATED STEEL SHEET, ROLLED ZINC, PLASTIC, OR PAPER -FACED GALVANIZED STEEL SHEET. SHAPES: CORNERBEAD: USE AT OUTSIDE CORNERS. LC -BEAD (J -BEAD): USE AT EXPOSED PANEL EDGES. CERAMIC TILE PROVIDE TILE ASSEMBLIES TO INCLUDE THE FOLLOWING: 1. UNGLAZED CERAMIC TILE. 2. GLAZED WALL TILE. 3. FLOOR CLEANING, STRIPPING AND SEALING. TILE ASSEMBLIES TO COMPLY WITH ANSI A137.1 "AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR CERAMIC TILE" FOR TYPES, COMPOSITIONS, AND GRADES OF TILE INDICATED IN THE CONTRACT DOCUMENTS. 1. FURNISH TILE COMPLYING WITH "STANDARD GRADE" REQUIREMENTS UNLESS OTHERWISE INDICATED. COMPLY WITH ANSI STANDARDS FOR PRODUCTS AND MATERIALS INDICATED FOR SETTING AND GROUTING. CT1: WALL TILE: UNITED CROSSVILLE - SHADES/FROST (12"x24" & 6"x24" COVED BASE) CT2: WALL TILE ACCENT: STATEMENTS UNICOLOR - TURQUOISE (8"x8") CT3: FLOOR TILE: UNITED CROSSVILLE - SHADES/ASH (12"x24") PAINT AND COATING: INCLUDES SURFACE PREPARATION AND FIELD APPLICATION OF PAINTS. ALL PAINT TO SUPPLIED BY: GLIDDEN PROFESSIONAL 22643 83RD AVENUE SOUTH SUITE E&F KENT, WASHINGTON 98032 MEER TILE CARPET DIRECT -GLUED TO SUBSTRATE. MOHAWK COMMERCIAL CARPET - GT157 EMERGING LIGHTS II, COLOR: 898 GALACTIC FUSION BONDED, MANUFACTURED IN ONE COLOR DYE LOT, 24"X24" NOMINAL. COLORS: AS SELECTED FROM MANUFACTURER'S STANDARD COLORS. REDUCER: MERCER IMPERIAL 700. ADHESIVE: AS RECOMMENDED BY MANUFACTURER FOR DIRECT GLUE -DOWN INSTALLATIONS. RESILIENT FLOORING; ANTI -STATIC VCT. ARMSTRONG. IMPERIAL TEXTURE STANDARD EXCELON 51908 CLASSIC PEWTER ENTRANCE MATS: WALK OFF TILE DIRECT -GLUED TO SUBSTRATE. MOHAWK COMMERCIAL CARPET OR APPROVED EQUAL. FIRST STEP II TILE FUSION BONDED, MANUFACTURED IN ONE COLOR DYE LOT, 24"X24" NOMINAL. COLORS: AS SELECTED FROM MANUFACTURER'S STANDARD COLORS. REDUCER: MERCER IMPERIAL 700. ADHESIVE: AS RECOMMENDED BY MANUFACTURER FOR DIRECT GLUE -DOWN INSTALLATIONS. MANUFACTURED PLAS"I - INATE--CLAD CASEWORK: LOWER BASE CABINETS WILSONART - SKYLINE WALNUT 7964K -12S COUNTERTOP DALTILE ONE QUARTZ - FRESH LINENS NO66 SOLID SURFACE UPPER WALL HUNG CABINETS WILSONART - PHANTOM ECRU 8212K-28 HARDWARE: AMERLOCK 5" BP36571G10 MONUMENT (CAFE CABINETS) PULLS: WIRE PULLS THROUGH BOLTED FROM BACK SIDE. CATCHING DEVICES: MAGNETIC WITH A MINIMUM 7 -POUND PULL. DRAWER SLIDES MAY BE ABS SELF-LUBRICATING SLIDES. SHELF HARDWARE: PROVIDE SELF-LOCKING PINS. FABRICATION TO COMPLY WITH AWI SECTION 1600B. DEMOUNTM3LE PARTITIONS: CHASE CONTRACTORS, INC. ED KOPP (206 786-7444 VINYL: NATIONAL GYPSUM, DURASAN, GROUP 1, STIPPLE, COLOR: OFF WHITE/COOL WHITE TRIM: BONE DOOR FRAME: TIMELY, TA -8, WESTERN WHITE. SURFACES: CORRECT DEFECTS AND CLEAN SURFACES CAPABLE OF AFFECTING WORK OF THIS SECTION. HEAL PANELS: REMOVE OR REPAIR EXISTING COATINGS EXHIBITING SURFACE DEFECTS. PAINT COLOR SCHEDULE MARK MANUFACTURER COLOR (SIZE) SHEEN LOCATION PT -1 GLIDDEN PROFESSIONAL CRISP LINEN A0057 61YY 89/040 EGGSHELL FIELD COLOR - ALL INTERIOR WALLS AND CEILINGS UNLESS OTHERWISE NOTED. PT -1 GLIDDEN PROFESSIONAL CRISP LINEN A0057 61YY 89/040 SEMI -GLOSS RESTROOM WALLS AND CEILING. PT -1 GLIDDEN PROFESSIONAL CRISP LINEN A0057 61YY 89/040 LOW LUST DEMOUNTABLE PARTITION DOOR FRAMES PT -2 GLIDDEN PROFESSIONAL ICON GREY A2012 (OONN 31/000) LOW LUST HOLLOW METAL DOORS AND FRAMES PT -3 GLIDDEN PROFESSIONAL PPG1154-5 SERENE STREAM EGGSHELL ACCENT WALL COLOR - SEE FLOOR PLAN FOR LOCATIONS. PT -4 GLIDDEN PROFESSIONAL PPG10-14 STORMY EGGSHELL ACCENT WALL COLOR - SEE FLOOR PLAN FOR LOCATIONS. ACCESS PANELS: GLOBAL INDUSTRIAL ACCESS DOORS AND PANELS. 18"x18" SIZE. CENTRIA ECOSCREEN PERFORATED SCREENWALL ECONOLAP 3/4" ACOUSTICAL PANEL CEILING: CEILINGS CONSISTING OF ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS. ARMSTRONG, OR APPROVED EQUAL. ACOUSTICAL PANEL TYPE: FISSURED, SQUARE LAY -IN, MEDIUM TEXTURED #755 ACOUSTICAL PANEL COLORS : WHITE SIZE : 24"X48"X5/8" NOMINAL SIZE. CEILING SUSPENSION SYSTEMS USED PRIMARILY TO SUPPORT ACOUSTICAL TILE PANELS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF IBC 2015. NON-STRUCTURAL METAL NG: METAL STUD FRAMING AND ACCESSORIES AT INTERIOR LOCATIONS. SCAFCO STEEL STUD COMPANY, OR APPROVED EQUAL. TOILET COMPARTMENTS: GLOBAL TOILET PARTITIONS POWDER COATED STEEL - ALMOND 2103 CEILING HUNG RESTROOM COUNTERTOPS: 3UILDING AN ALYSIS SCOPE OF WORK: TYPE OF CONSTRUCTION: OCCUPANCY CLASSIFICATION: OCCUPANT LOAD: FLOOR AREA: AUTOMATIC SPRINKLERS: FIRE ALARM: BASIC ALLOWABLE: INTERIOR TENANT IMPROVEMENT OF APPROXIMATELY 8,636 SF OF EXISTING OFFICE AREA. INCLUDES DEMOLITION OF NON -LOAD BEARING WALLS, RESTROOM RENOVATIONS, KITCHENETTE, AND REPLACEMENT OF FLOOR FINISHES, ACOUSTICAL CEILING TILES, AND PAINTING THROUGHOUT, WITH MINOR ELECTRICAL AND MECHANICAL MODIFICATIONS. TYPE V -B B SEE OCCUPANT LOAD ANALYSIS 8,636 SF YES YES SEE ALLOWABLE AREA ANALYSIS OCCUPANT LOAD A\ ALYSIS USE PER TABLE 1004.1.2 BUSINESS AREAS - OFFICES & WORK STATIONS CLASSROOM AREA - TRAINING ROOM STORAGE/MECHANICAL/ELECTRICAL/JANITOR ASSEMBLY (UNCONCENTRATED) - CONFERENCE ROOMS OCCUPANTS 48 18 8 98 TOTAL SEE DRAWING 1A01 FOR EXITING PLAN 172 PLUIv aI\G FIXTURE A\ALYSIS REQUIRED PLUMBING FIXTURES: (PER 2015 IBC AND TABLE 2902.1 WASHINGTON STATE AMENDMENTS) DRINKING CLASSIFICATION OCCUPANTS WATER CLOSETS LAVATORIES FOUNTAINS BUSINESS (B): TOTAL=172 150/150 + (172-150)/500 = 1.05 = 2 FEMALE=86 50/25 + 80/40 + (36)/50 = (6)/80 = 2.72=3 2.08=3 MALE=86 50/25 + 80/40 + (36)/50 = (6)/80 = 2.72=3 2.08=3 ACTUAL PROVIDED PLUMBING FIXTURES: DRINKING CLASSIFICATION OCCUPANTS WATER CLOSETS LAVATORIES FOUNTAINS BUSINESS (B): TOTAL=200 2 FEMALE= 3 3 MALE= 3 3 1 TOILET = 25 OCCUPANTS EACH 2 TOILETS = 50 OCCUPANTS EACH 3 TOILETS = 100 OCCUPANTS EACH 4 TOILETS = 150 OCCUPANTS EACH 1 LAVATORY = 40 OCCUPANTS EACH 2 LAVATORIES = 80 OCCUPANTS EACH 3 LAVATORIES = 160 OCCUPANTS EACH DOOR HARDWARE: PACKAGE #1 3 HINGE 1 LEVER LOCK 1 WALL STOP PACKAGE #2 3 HINGE 1 PUSH PLATE 1 PULL 1 WALL STOP 1 SURFACE CLOSER 1 KICK PLATE PACKAGE #3 4 HINGES 1 RIM EXIT DEVICE 1 LEVER TRIM 1 RIM HOUSING 1 CONSTRUCTION CORE 1 OVERHEAD STOP 1 SURFACE CLOSER 1 KICK PLATE 1 THRESHOLD 1 GASKETING 1 DOOR SWEEP 1 CARD READER ELflO'?1 h SOLID PLASTIC COUNTERTOPS AMPCO COUNTERTOP CENTERS AND SPLASHES: SOLID, MOLDED THERMOSET, AND WATERPROOF, HIGH DENSITY POLYETHYLENE (HDPE) PLASTIC PANELS. COLOR: CS2 - CORIAN FAWN. REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 11.10.17 AWAIEFAW ® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED e -* n L. McVay CHECKED B. Leslie 09.11.17 09.11.17 SUBTITLE HAGER YALE IVES HAGER TRIMCO TRIMCO IVES YALE IVES HAGER VON DUPRIN VON DUPRIN YALE YALE GLYNN-JOHNSON YALE IVES PEMKO PEMKO PEMKO (BY BOEING) RECEIVED CITY OF TUKWILA NOV 15 2011 PERMIT CENTER 1279 4-1/2 X 4-1/2 AU5401LN X US26D WS402CCV 1279 4-1/2 X 4-1/2 1001-1 1010-1 WS402CCV 4400 8400 10"X34" BB1191 5" X 99L -NL 36" 996L -NL #6 1212 121 OT 105S 4400 8400 10"X34" 151 36" S88D 17' 308_PK 26" ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 GENERAL ARCHITECTURAL NOTES AND CODE SUMMARY 4-1/2 NRP X US26D REVIEWED FOR - COMPLIANCE WITH NFPA 70 - NEC DEC 13 2017 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474-9449 httplivvww.sItts-hill-engineers.com/ Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION 34224 SYMBOL DATE 11.10.17 APPROVED BY DEPT. DATE ENGINEER D. Boileau CHECKED B. Leslie 09.11.17 09.11.17 APPROVED APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 S -Y/4 DEV. CENTER, WA SHEET Al JOB NO. 34224 COMP NO. DWG NO. 09 -110 -Al 10:59:12 PM a, 0 LEGE\ D/SCHEDULE: OFFICE AS SHOWN ON PLAN INDICATES NEW ROOM. SEE ROOM FINISH SCHEDULE ON DRAWING XXXX. XXXXX IIITI AREA IN SF NUMBER OF OCCUPANTS TO EXIT OCCUPANCY FACTOR PER IBC TABLE 1004.1.2 EXIT (3'-0" WIDE (MIN.) DOOR WITH EXIT DEVICE) NUMBER OF OCCUPANTS TO EXIT IEXIT I EXIT SIGN WITH DIRECTIONAL ARROW (PER 2015 IBC SECTION 1013). CONTRACTOR TO PROVIDE EXIT SIGN PLACEMENT IN SUCH AWAY THAT NO POINT IN AN EXIT ACCESS CORRIDOR OR EXIT PASSAGEWAY IS MORE THAN 100 FEET OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. 1013.4 RAISED CHARACTER AND BRAILLE EXIT SIGNS:A SIGN STATING 'EXIT' IN RAISED CHARACTERS AND BRAILLE AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN AREA OF REFUGE, AN EXTERIOR AREA FOR ASSISTED RESCUE, AN EXIT STAIRWAY, AN EXIT RAMP, AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. EXIT ACCESS TRAVEL CONFERENCE ROOM CONFERENCE RODM I 11X1 I ERAL NOTES GARAGE WORK STATIONS (23) 1._ CC\STUCTIO\ \OTES OFFICE 111E1 HALLWAY OFFICE 12B3 OFFICE OFFICE 11P3 132 100 2 OFFICE 11S3 OFFICE 11BB3 EXIT 69 OCC WORK STATIONS (14) TRAINING ROOM �13B3 I Po r lo \ DCDT ID7 0178 0 JANITO TRAINING ROOM DATA CLOSET ELECTRICAL CLOSET 12M3 I 109 00 WOMEN'S RESTROOM 12S3 MEN'S RESTROOM 11W3 REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC FIST FLOO EXITI SCALE: 1/8"= 1'-0" \G PLA\ DEC 13 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA tL•11%- NUV 15 2017 PERMITCENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 4749449 I FAX: (253) 474-9449 http://www.eltts•hill-engineers.com/ ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 Project No.: 18002 Proj. Engineer: DCB Project Mgr.: Proj. Drafter: REVISION APPROVED REVISION APPROVED EXTRS: RELOCATE IR SIGN LAB (21-01) RELOCATE OS1 TO 9-110 J#190105-02 J#120706-02 09.20.00 10.22.02 RELOCATE BR & T STORAGE J#20368-10 12.15.13 OFFICE TENANT IMPROVEMENT 34224 11.10.17 BOE/N° p-- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN G.MILLER CHECKED ENGINEER DATE G.MILLER CHECKED SUBTITLE FIRST FLOOR EXITING PLAN CURRENT REVISION 34224 09.20.00 TITLE OFFICE TENANT IMPROVEMENT APPROVED APPROVED BUILDING 9-110.1 ARCHITECTURAL MASTER COL. A-DD/1-4 JOB NO. COMP NO. D.C. DWG NO. 9-110-1A01 L r 20 FLOOR PLA\ REMOVAL SCALE: 1/8" = 1 -0" 9,-0" 9,-0" 9,—On 9'—O" 9'-0" MY - 9, -0" 9,-0" 9,-0" 9'-0" 9'-0" 9,-0" 9'-O" 13'-8 3/4" TABLE MS 30x60 X X x x X nX X x X X X X X x 4'-6" 9,—On 9'-0" 9,-0" 9'-0" 9,-0" 9'—O" 9'-0" 9,-0" 9'—O" 9,-0" 9'-0" 9'-2 3/4" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE -- OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 11.10.17 ff:Er'NG° C'- �11 1A10 1A10R 1 T 1 1 J LEGE \D/SCHEDULE: AS SHOWN ON PLAN INDICATES FLOOR FINISH TO BE REMOVED. GENERAL NOTES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWINGS 09-110-A1 FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CONSTUCTIO\ \OTES: 1. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF DEMOLITION WORK. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. REMOVE FULL HEIGHT WALL. COORDINATE REMOVAL OF ANY ELECTRICAL PANELS, OUTLETS OR OTHER DEVICES WITH ELECTRICAL DRAWINGS. REMOVE DOOR AND FRAME. REMOVE TOILET PARTITION. REMOVE ALL TOILET ACCESSORIES IN THIS ROOM. REMOVE PLUMBING FIXTURE, COORDINATE WITH MECHAINCAL DRAWINGS. REMOVE FLOOR FINISH IN THIS ROOM / AREA. REMOVE CABINET, SHELF OR FURNITURE, SALVAGE TO OWNER. CUT OPENING IN WALL FOR NEW DOOR, COORDINATE WITH FLOOR PLAN AND DOOR SCHEDULE. REMOVE CONCRETE PAVING IN THIS AREA. REMOVE FINGER RACK, SALVAGE TO OWNER. REMOVE CHAINLINK FENCE (16'-0" SECTION). REMOVE ASPHALT PAVING IN THIS AREA. REMOVE EXISTING DETERIORATED 4 1/4" X 13" GLUED -LAMINATED TIMBER COLUMNS AS REQUIRED TO ACCOMMODATE REPLACEMENT. 16. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS AND OTHER ELEMENTS DURING CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REMOVE EXISTING DETERIORATED 4x4 (NOMINAL) TIMBER COLUMNS AS REQUIRED TO ACCOMMODATE REPLACEMENT. REMOVE EXISTING DETERIORATED 4 1/4" X 13" GLUED -LAMINATED TIMBER COLUMN ABOVE DOORS AS REQUIRED TO ACCOMMODATE REPLACEMENT. REMOVE AND RELOCATE CRAWL SPACE ACCESS HATCH TO NEW JANITORS ROOM, SEE FLOOR PLAN 1A10. EFRE\CE DAWI\CS: 09-110-1A10 FOR FLOOR PLAN REVIEWED FOR i COMPLIANCE WITH NFPA 70 - NEC DEC 13 2017 City of Tukwila BUILDING DIVISION,�I��F CITY OF TUKWILA REMOVAL DRAWN ACCEPTABILITY L McVay THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED B. Leslie ENGINEER APPROVED BY DEPT. DATE D. Boileau DATE SUBTITLE 09.11.17 09.11.17 TITLE 09.11.17 CHECKED B. Leslie 09.11.17 APPROVED APPROVED NOV 15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 FLOOR PLAN - REMOVAL 0 8 16 24 SCALE: 1/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474.9449 TACOMA, WA. 98409 FAX: (253) 4749449 http://www.sitts•hfl l-engineers.com/ Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION SYMBOL 34224 DATE 11.10.17 _ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 SHEET IAIOR JOB NO. A-DD/1-4 DEV. CENTER, WA DWG NO. 34224 09-110-1A10R COMP NO. SMCCARTHY: 8/16/2017 LECEE\ D SCHEDULE: OFFICE AS SHOWN ON PLAN INDICATES NEW ROOM. SEE ROOM FINISH SCHEDULE ON DRAWING 4/A350. XXXXX 7A10 A500 1A10 1A110 1A10 A502 1A10 A502 A 1A10 A60 1A10 A502 I � 1 1A10 A502 V IF V V 4:k 1A10 A502 WORK STATIONS PROJ SCR TANBERG AS SHOWN ON PLAN INDICATES NEW DOOR. SEE DOOR TYPE SCHEDULE ON DRAWING 1/A350. AS SHOWN ON PLAN INDICATES EXISTING DOOR. AS SHOWN ON PLAN INDICATES RESILIENT FLOORING. AS SHOWN ON PLAN INDICATES CARPET TILE FLOORING. AS SHOWN ON PLAN INDICATES CERAMIC TILE FLOORING. AS SHOWN ON PLAN INDICATES NEW WALL. AS SHOWN ON PLAN INDICATES 3 5/8" STEEL STUD WALL WITH 5/8" GWB ON BOTH SIDES. SEE DETAILS 8/A505 AND 9/A505 FOR ADDITIONAL INFORMATION. AS SHOWN ON PLAN INDICATES 3 5/8" STEEL STUD WALL WITH 5/8" GWB ON ONE SIDE. SEE DETAILS 8/A505 AND 9/A505 FOR ADDITIONAL INFORMATION. AS SHOWN ON PLAN INDICATES EXTERIOR WALL INFILL — 3 5/8" STEEL STUD WALL WITH EXTERIOR GRADE PANEL SIDING, R-21 BATT INSULATION. DEE DETAIL 03/A504 FOR MORE INFORMATION. GENERAL \OTES: sir INI=111111= to 1A10 A5 VENDING HALLWAY OFFICE 11BB1 11BB1 OFFICE OFFICE FAN EXTERIOR OPENING IN WALL CLOSED WITH 24 GA SPAN—LINE 36, COLOR TO MATCHING EXISTING. TAPE SEALANT APPLIED ALL AROUND PATCH AND FASTENED WITH 1/4-14 STITCH SCREWS PER MFR'S RECOMMENDATIONS. R-11 VINYL FACED INSULATION ADDED AS REQUIRED. INTERIOR OPENING CLOSED WITH 5/8" GWB, TAPE, PRIMED AND PAINTED TO MATCH EXISTING WALLS. FLASHING AROUND FUME HOOD EXHAUST DUCT PER SHEET A503. FLASHING AROUND LOUVER/DAMPER UNIT PER SHEET A503. CASEWORK PER ELEVATION G/A372. 5. SEE GENERAL ARCHITECTURAL NOTES ON DRAWINGS 09-110—Al FOR ADDITIONAL INFORMATION. 6. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 7. SEE DETAILS 8/A504, 9/A504 AND 10/A504 FOR STEEL STUD WALL INFORMATION. CONSTRUCTION \OTES: 11BB3 1A10 A5 HALLWAY OFFICE A 1A10 A50 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. OFFICE 11BB3 WORK STATIONS len En :::::::::: HALLWAY ■■1111■■■■■■ ■■■■■■■■■■ miummimmim ■— i •■T ■i.il■■1—i■■■■■■ ■■i r•i1■.■■.■■..r� 1111 ■■■ ■11.11■■■■ ■ •�iu■■■■■■.. ■� ■• 2A •NII; ---- l • Cf CM K:■ .1121-_____J iii ■MEE■■ii[1■■■I� iii '47"F ►� =11I d■■■■■■■■■11wI � 1111■■■►■■■nm r 4, krs7-11 1111111 • eriGru ■■ii•G■i 18 � -s. ■■■■■■■m 1 ►��' ii�■■■ifili■r/� ■■■■■■nig 1111■■■w RESTRO MEN'SOM 1 ■■■■■n rr m. 2A :::I' ,UilluNllitli■■ 4 ii 11 W3 OFFICE nIrL: IC) 3 1:/MS MS MS MS MS MS MS MS MS TABLE soxso \` l 6 1A10 A502 � © A pi 1A10 A503 EBENCH 36X72 AM j I I 1A10 A502 IRLBENCH MS MS M 36X72 t , // WORK STATIONS PROJ SCR TANBERG AS SHOWN ON PLAN INDICATES NEW DOOR. SEE DOOR TYPE SCHEDULE ON DRAWING 1/A350. AS SHOWN ON PLAN INDICATES EXISTING DOOR. AS SHOWN ON PLAN INDICATES RESILIENT FLOORING. AS SHOWN ON PLAN INDICATES CARPET TILE FLOORING. AS SHOWN ON PLAN INDICATES CERAMIC TILE FLOORING. AS SHOWN ON PLAN INDICATES NEW WALL. AS SHOWN ON PLAN INDICATES 3 5/8" STEEL STUD WALL WITH 5/8" GWB ON BOTH SIDES. SEE DETAILS 8/A505 AND 9/A505 FOR ADDITIONAL INFORMATION. AS SHOWN ON PLAN INDICATES 3 5/8" STEEL STUD WALL WITH 5/8" GWB ON ONE SIDE. SEE DETAILS 8/A505 AND 9/A505 FOR ADDITIONAL INFORMATION. AS SHOWN ON PLAN INDICATES EXTERIOR WALL INFILL — 3 5/8" STEEL STUD WALL WITH EXTERIOR GRADE PANEL SIDING, R-21 BATT INSULATION. DEE DETAIL 03/A504 FOR MORE INFORMATION. GENERAL \OTES: sir INI=111111= to 1A10 A5 VENDING HALLWAY OFFICE 11BB1 11BB1 OFFICE OFFICE FAN EXTERIOR OPENING IN WALL CLOSED WITH 24 GA SPAN—LINE 36, COLOR TO MATCHING EXISTING. TAPE SEALANT APPLIED ALL AROUND PATCH AND FASTENED WITH 1/4-14 STITCH SCREWS PER MFR'S RECOMMENDATIONS. R-11 VINYL FACED INSULATION ADDED AS REQUIRED. INTERIOR OPENING CLOSED WITH 5/8" GWB, TAPE, PRIMED AND PAINTED TO MATCH EXISTING WALLS. FLASHING AROUND FUME HOOD EXHAUST DUCT PER SHEET A503. FLASHING AROUND LOUVER/DAMPER UNIT PER SHEET A503. CASEWORK PER ELEVATION G/A372. 5. SEE GENERAL ARCHITECTURAL NOTES ON DRAWINGS 09-110—Al FOR ADDITIONAL INFORMATION. 6. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 7. SEE DETAILS 8/A504, 9/A504 AND 10/A504 FOR STEEL STUD WALL INFORMATION. CONSTRUCTION \OTES: 11BB3 1A10 A5 HALLWAY OFFICE A 1A10 A50 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. OFFICE 11BB3 WORK STATIONS len En :::::::::: HALLWAY ■■1111■■■■■■ ■■■■■■■■■■ miummimmim ■— i •■T ■i.il■■1—i■■■■■■ ■■i r•i1■.■■.■■..r� 1111 ■■■ ■11.11■■■■ ■ •�iu■■■■■■.. ■� ■• 2A •NII; ---- l • Cf CM K:■ .1121-_____J iii ■MEE■■ii[1■■■I� iii '47"F ►� =11I d■■■■■■■■■11wI � 1111■■■►■■■nm r 4, krs7-11 1111111 • eriGru ■■ii•G■i 18 � -s. ■■■■■■■m 1 ►��' ii�■■■ifili■r/� ■■■■■■nig 1111■■■w RESTRO MEN'SOM 1 ■■■■■n rr m. 2A :::I' ,UilluNllitli■■ 4 ii 11 W3 OFFICE nIrL: IC) 3 WOMEN S RESTROOM ELECTRICAL DATA CLOSET TRAINING ROOM HALLWAY JANITOR ELECTRICAL CLOSET 1A10 1A451 1A10 1A450 REPAIR, TEXTURE, PATCH AND PAINT WALL SURFACES TO MATCH IN THIS ROOM. PROVIDE AND INSTALL DOOR, COORDINATE WITH DOOR SCHEDULE A350. PROVIDE AND INSTALL DE—MOUNTABLE PARTITION. INFILL EXISTING DOOR OPENING WITH WALL TO MATCH EXISTING THICKNESS AND FINISHES. 6 INSTALL BUILDING IDENTIFICATION SIGN ON EXTERIOR BUILDING WALL. �- PROVIDE AND INSTALL FLOORING, COORDINATE WITH ROOM FINISH SCHEDULE A350. 8 PROVIDE AND INSTALL CONCRETE PAVING WITH RAMP AND STAIRS. g WORK STATIONS PROVIDED AND INSTALLED BY OTHERS. 10 REPLACE DAMAGED AND CRACKED SINGLE PANE WINDOW GLASS WITH EXTERIOR WALL INFILL. �► PAINT THIS SIDE OF WALL PAINT COLOR PT -3, FOR ADDITIONAL INFORMATION SEE SHEET Al. PAINT ALL WALLS IN THIS ROOM PAINT COLOR PT -4, FOR ADDITIONAL INFORMATION SEE SHEET Al. REPLACE EXTERIOR GLASS PANEL IN SAME KIND TO ELIMINATE THE MAIL SLOT. REMOVE WOOD RAIL, REPAIR, PAINT AND REINSTALL. 121'-8 3/4" 111111 111111 111111 111111 11110 111111 11110 11110 STUCTIO\ \OTES: PROVIDE AND INSTALL NEW 4 1/4"x13" PRESSURE TREATED GLUED—LAMINATED TIMBER COLUMNS TO REPLACE DETERIORATED COLUMNS. NEW COLUMNS SHALL BE 24F—V8 MEMBERS AND SHALL MATCH THE SIZE OF THE PREVIOUSLY REMOVED COLUMNS. PROVIDE AND INSTALL NEW 4 1/4"x13" PRESSURE TREATED GLUED—LAMINATED TIMBER COLUMN ABOVE DOORS TO REPLACE DETERIORATED COLUMN. NEW COLUMNSHALL BE 24F—V8 MEMBERS AND SHALL MATCH 09-110-1A10 FOR FLOOR PLAN THE SIZE OF THE PREVIOUSLY REMOVED COLUMN. REV'IE'•F 17. CONNECTIONS OF GLUED—LAMINATED TIMBER COLUMN O pLIAw CE WITH TO BE REPLACED SHALL BE RE—INSTALLED SIMILAR NFP7 - NEC EXISTING CONNECTIONS. SEE DETAILS 1/A507 AND 2/A507 FOR ADDITIONAL INFORMATION. CONTRACTO SHALL NOTIFY ENGINEER IF FIELD CONDITIONS DIF :R DEC 1 ' 7017 FROM THESE DETAILS AND REQUEST CLARIFICATION. I, INSTALL RELOCATED CRAWL SPACE ACCESS HATCH. W City of . ' ukwila REFERE SCE NAWI\GS: SCALE: 1/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 FLOO PLA\ SCALE: 1/8"= 1'-0" TACOMA, WA. 98409 FAX: (253) 4749449 http://www.sitts-M11-englneers.com/ NOV 15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 Project No.: 18002 Proj. Engineer: DCB Project Mgr.: BKL Pro j. Drafter: LAM REVISION BY APPROVED DATE SYM REVISION BY APPROVED BMA OFFLOAD TO SUPPORT F-22 EXTRS: RELOCATE IR SIGN LAB (21-01) RELOCATE OS1 TO 9-110 RELOCATE 051 TO 9-110 (CONSTRUCTION) RELOCATE BR&T STORAGE J#910596-12 J#190105-02 J#120706-02 J#120706-02 20368-10 31A GMM 03.27.91 09.20.00 OFFICE TENANT IMPROVEMENT 10.22.02 10.30.02 12.15.13 34224 SITTS BKL 11.10.17 4".E' edff ® DRAWN ACCEPTABILITY E.DUARTE CHECKED THIS DESIGN AND/OR SPECIFICATION IS APPROVED DATE 03.27.91 CURRENT REVISION SYMBOL 34224 I FLOOR PLAN 11.10.17 APPROVED BY DEPT. DATE OFFICE TENANT IMPROVEMENT CHECKED BUILDING 9-110.1 ARCHITECTURAL MASTER COL. A-DD/1-4 D.C. JOB NO. COMP NO. DWG NO. 9-110-1A10 9'-0" 9,-0" 9,-0" 9,-0" 9'-0" 9,-0" 9,-0" 9'-0" 9'—o" 9,-0" 9'-0" 9,-0" 13'-8 3/4" OD - DEFLECTED CEILI\G PLA V N M CO liissams OEM Mil iimlimmE MI 1 • II MN 1 11=111 = MI 111 C4■ MIME 14 IM I NMI MN III Ell R pi • �EVOVAL 4'-6 -t— 9'-0" 9'—O" ►I— tet-- 9'-0" 9,-0" ►f+ 9'—O" �-I 9'—O" 121'-8 3/4" 6/) CDD 9,-0" 1101.111 S f• 9'-0" 1 —I— 9'-0" Y SCALE: 1/8" = 1'-0" 1A10 1A280R SAA 9,-0" 9'-2 3/4" EL F1o', REMOVAL REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 11.10.17 QBOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE .n L. McVay CHECKED B. Leslie ENGINEER A 09.11.17 09.11.17 SUBTITLE LEGEND/SCHEDULE: GES ERAL OYES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWINGS 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. C0\STRUCTIC\ \OTES: 1. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF DEMOLITION WORK. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. REMOVE ALL CEILING TILES IN THIS ROOM / AREA. REMOVE SUSPENDED ACOUSTICAL CEILING SYSTEM IN THIS ROOM / AREA. COORDINATE WITH REFLECTED CEILING PLAN 1A280. REMOVE GYPSUM WALLBOARD FRAMED CEILING. COORDINATE WITH REFLECTED CEILING PLAN 1A280. NO WORK TO CEILING IN THIS ROOM / AREA. REERE\CE HAM \GS: 09-110-1A10 FOR FLOOR PLAN REVIEWED FO1 COMPLIANCE WITH NFPA70 o NEC DEC 13 2017 City of .Tukwila BUILDING DIVISION <EY RECEIVED CITY OF TUKWILA NUV 15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 REFLECTED CEILING PLAN - REMOVAL PLA\ 0 8 16 24 SCALE: 1 /8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 4749449 I FAX: (253) 474-9449 http:Rwww.sltts•hill-engineers.coml Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION 34224 SYMBOL DATE 11.10.17 D. Boileau CHECKED B. Leslie APPROVED APPROVED 09.11.17 09.11.17 TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A—DD/1-4 DEV. CENTER, WA SHEET 1A280R JOB NO. 34224 COMP NO. DWG NO. 09-110-1A280R 10:59:12 PM 0 03 U DEFLECTED CEILING PLA\ SCALE: 1/8" = 1'-0" C/6 9,-0" 9,-0" 9,-0" 9'-0" 9'-0" 9'-0" 9,-0" 9,-0" 9'-0" 9,-0" (X) e 61E) 9,-0" 9,-0" 13'-8 3/4" MI MI NM =I M MI ! 1 I ii MI NII NM NM I miimm - lull..' I- virilim...---.0 111111111 mioniummum 4,11 4'-6" 9'-0" 9'-0" 9'-0" 9'-0" 9,—On 9,-0" 9'-0" 9'—On 9'-0" 9,-0" 9,-0" 9'-0" 9'-2 3/4" 121'-8 3/4" 3 cs 1A10 1A451 UL11 X141(0 IWIh FOA COMPLIANCEWPCNEPA 7A DEC 13 ?nil Gity of.TukwiIa BUILDING DIVISION LEGE\m/SCHEDULE: AS SHOWN ON PLAN INDICATES CEILING TILE. FOR ADDITIONAL INFORMATION SEE 1/A505. AS SHOWN ON PLAN INDICATES ACOUSTICAL CEILING SYSTEM AS SHOWN ON PLAN INDICATES AWNING GE\RAL \OTES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWINGS 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 6" METAL STUD FRAMED CEILING JOISTS AT 16" O.C. PER DETAIL 10/A504. SEE DETAILS 4/A507 AND 5/A507 FOR ADDITIONAL INFORMATION. CONSTRUCTIO \OYES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. PROVIDE AND REPLACE ACOUSTICAL CEILING PANELS IN THIS ROOM /AREA. EXISTING SUSPENDED CEILING SYSTEM TO REMAIN. COORDINATE WITH REFLECTED CEILING PLAN — REMOVAL 1A280R AND ROOM FINISH SCHEDULE 4/A350. PROVIDE AND INSTALL SUSPENDED ACOUSTICAL CEILING SYSTEM IN THIS ROOM. COORDINATE AND ADJUST CEILING HEIGHT ACCORDINGLY WITH EXISTING STRUCTURE, MECHANICAL AND ELECTRICAL EQUIPMENT. COORDINATE WITH ROOM FINISH SCHEDULE 4/A350. REPAIR, PATCH AND PAINT UNDERSIDE OF AWNING. PROVIDE AND INSTALL CEILING ACCESS PANEL (18"X18"), COLOR TO MATCH CEILING PAINT. NO WORK TO CEILING IN THIS ROOM / AREA. PROVIDE AND INSTALL NEW GYPSUM BOARD FRAMED CEILINGS IN THIS AREA. SEE DETAIL 3/A507 FOR SOFFIT FRAMING INFORMATION. REFERE\CE D;AWINGS: 09-110-1A10 FOR FLOOR PLAN RECEIVED CITY OF TUKWILA NUV 15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 201.7 0 8 16 24 SCALE: 1 /8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 I FAX: (253) 474-9449 http:/lwww.sitts.hIll-engineers.com/ PHONE: (253) 474.9449 Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 11.10.17 QME'rlNG° d� 117 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie APPROVED DATE 09.11.17 09.11.17 09.11.17 09.11.17 SUBTITLE REFLECTED CEILING PLAN CURRENT REVISION 34224 SYMBOL DATE 11.10.17 APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A-DD/1-4 DEV. CENTER, WA SHEET 1A280 JOB NO. 34224 COMP NO. DWG NO. 09-110-1A280 10:59:12 PM SMCCARTHY: 8/16/2017 9'—Dn 9'-0" 9'-0" 3/8" 3'-4" 14'-2 1/2" 3,-4" 8 1/8" 5'-3 1/4" 1 ENLAKED FLOOR PLA\ SCALE: 1/2" = 1'-0" r I 1'-4 5/8" 2'-6" 1'-4 p/8_ -1-A4-50, -A371- - 1■� 1111111111111111 1• ‘rlir 7 1r vr 4 1 „., .--, ...„, As 1"'50 t41 11 Allagi *444 sn ina'�a�1 r.1 r thifrA AWF 1111 Vr # 3.... t 8. 4 WOMEN'S REttR00M 1153 • 4401%1 t 4 *gib & VFW Mir I Fir: Ala D +Am* vik e / —/ 4.& kt.74.71 0 M 0 0• CI 4 0 11W3 f.4,4 (1 • 4t, +40.0* �A3 .4.4*& 4* bra I P„A i 10 ."-#4 1k *If \ 444+ 2144v IV".6 -I 1 0 1 0 2A 11X3 r 0 y v Ald*A- g 450 ]2 J V.V* 1.4vtA\ '451 1A A3I0 .4 Q 2'-7" 2'-7" 4 r 9'-0" 1'-5" 1'-7 1/4" 5'-11 3/4" 9'-0" 9'-0" 1A10, 1A450I1A452 OD 1 ELLi:: 0916 LEGEND/SCHEDULE: OFFICE XXXXX AS SHOWN ON PLAN INDICATES NEW ROOM. SCHEDULE ON DRAWING 4/A350. SEE ROOM FINISH AS SHOWN ON PLAN INDICATES NEW DOOR. SEE DOOR TYPE SCHEDULE ON DRAWING 1/A350. AS SHOWN ON PLAN INDICATES EXISTING DOOR. AS SHOWN ON PLAN INDICATES RESILIENT FLOORING. AS SHOWN ON PLAN INDICATES CERAMIC TILE FLOORING. //f///'i AS SHOWN ON PLAN INDICATES NEW WALL. AS SHOWN ON PLAN INDICATES 3 5/8" STEEL STUD WALL WITH 5/8" GWB ON BOTH SIDES. SEE DETAILS 8/A505 AND 9/A505 FOR ADDITIONAL INFORMATION. AS SHOWN ON PLAN INDICATES 3 5/8" STEEL STUD WALL WITH 5/8" GWB ON ONE SIDE. SEE DETAILS 8/A505 AND 9/A505 FOR ADDITIONAL INFORMATION. GE\ERAL NOTES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWINGS 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. LAVATORY COUNTER. SEE SECTION A/A504 FOR ADDITIONAL INFORMATION. TOILET PARTITION WITH DOOR. SEE DETAIL 1/A504 FOR ADDITIONAL INFORMATION. URINAL SCREEN. SEE DETAIL 2/A504 FOR ADDITIONAL INFORMATION. 16 > 5'-0" DIAMETER ACCESSIBLE TURNING CIRCLE PER CODE. 2'-6"x4'-0" ACCESSIBLE CLEAR FLOOR SPACE PER CODE. 8 > FLOOR DRAIN. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 9. SEE DETAILS 8/A504, 9/A504 AND 10/A504 FOR STEEL STUD WALL INFORMATION. CONSTUCTIO\ NOTES: 1. CONTRACTOR TO HELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. REPAIR, TEXTURE, PATCH AND PAINT WALL SURFACES TO MATCH IN THIS ROOM. PROVIDE AND INSTALL DOOR, COORDINATE WITH DOOR SCHEDULE 1/A350. INFILL EXISTING DOOR OPENING WITH WALL TO MATCH EXISTING THICKNESS AND FINISHES. PROVIDE AND INSTALL FLOORING, COORDINATE WITH ROOM FINISH SCHEDULE 4/A350. �EFE�E \CE D�AWI\ GS: 09-110-1A10 FOR FLOOR PLAN 0 IQ ® 0 10DD REVIEWED FOR COMPLIANCE WITH NEPA 70 m NEC DEC 13 2(117 City f Tukwila BUILDING DIVISION BEY RECEIVED CITY OF TUKWILA NOV 15 21117 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 PLA\ 0 2 4 O 0 0 SCALE: 1 /2"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http:/hvww.sItts-hIll-engIneers.com/ Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 11.10.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED W L. McVay B. Leslie E SUBTITLE 09.11.17 09.11.17 ENLARGED FLOOR PLANS CURRENT REVISION 34224 SYMBOL DATE 11.10.17 APPROVED BY DEPT. DATE ENGINEER D. Boileau CHECKED B. Leslie APPROVED 09.11.17 09.11.17 APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 S -Y/4 DEV. CENTER, WA SHEET 1A450 JOB NO. DWG NO. 34224 09-110-1A450 COMP NO. 10:59:12 PM SMCCARTHY: 8/16/2017 \D/SCHEDULE: AS SHOWN ON PLAN INDICATES NEW DOOR. SEE DOOR TYPE SCHEDULE ON DRAWING 1/A350. GE\ERAL NOTES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWINGS 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CO \ STRUCTIO \ \OTES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. PROVIDE AND INSTALL CONCRETE PAVING PER SECTION D/A506. PROVIDE AND INSTALL PERFORATED METAL PANEL SCREEN WALL (FULL HEIGHT) PROVIDE AND INSTALL CONCRETE CURB (6" WIDE). PROVIDE AND INSTALL 4x4 PRESSURE TREATED WOOD POST. PROVIDE AND INSTALL STEEL HAND RAIL (3'-0" AFF). EXISTING GATE TO REMAIN IN LOCKED POSITION. A 1A446‘,06 E 1A44p06 EFERE NAWI 09-110-1A10 FOR FLOOR PLAN 1A451 A506 1A451 REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC DEC 1 3 2017 KEY PLA\ RECEIVED CITY OF TUKWILA NOV 1 5 2017 PERMIT CENTER SCALE: 1/2"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474-9449 httplivinvw.sItts-h111-englneers.com/ E\LAKED FLO3 PLA\ SCALE: 1/2" = 1 '-0" 1A10, 1A450 1A453 ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 Project No.: 18002 Proj. Engineer: DCB Project Mgr.: Proj. Drafter: REVISION APPROVED REVISION APPROVED OFFICE TENANT IMPROVEMENT 34224 11.10.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED L. McVa B. Leslie T 09.11.17 09.11.17 ENLARGED FLOOR PLAN CURRENT REVISION SYMBOL 34224 11.10.17 APPROVED BY DEPT. DATE D. Boileau C B. Leslie 09.11.17 09.11.17 OFFICE TENANT IMPROVEMENT APPROVED APPROVED ARCHITECTURAL BUILDING 09-110 A/4 1A451 DEV. CENTER, WA JOB NO. DWG NO. 34224 09-110-1A451 COMP NO. DOOR SCHEDULE DOOR FRAME HARDWARE GROUP DETAILS NOTES NUMBER SIZE TYPE THICKNESS MATERIAL FINISH FIRE RATING TYPE MATERIAL FINISH HEAD JAMB THRESHOLD S1 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 5, 7 N1 (2) 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 5, 7 N 1 A (2) 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 5, 7 W1- 3, - - - - - - - - - - - - 9 W2 3'-0" x 7'-0" H 1 3/4" HM PT - 1 HM PT 3 - - - 1, 2, 3, 4, 5, 6 1163 3'-0" x 7'-0" N 1 3/4" WD PT - 1 HM PT 1 10/A501 10/A501 - 1, 2, 3, 4, 6 12B3 3'-0" x 7'-0" F 1 3/4" WD PT - 1 HM PT 1 10/A501 10/A501 - 1, 2, 3, 4, 6 1383 3'-0" x 7'-0" N 1 3/4" WD PT - 1 HM PT 1 10/A501 10/A501 - 1, 2, 3, 4, 6 14B3 3'-0" x 7'-0" - - - - - - - - - - - - 8 11C3 3'-0" x 7'-0" F 1 3/4" WD PT - 1 HM PT 1 10/A501 10/A501 - 1, 2, 3, 4, 6 11D3 3'-0" x 7'-0" - - - - - - - - - - - - 8 11G1 3'-0" x 7'-0" N 1 3/4" WD PT - 1 HM PT 1 10/A501 10/A501 - 1, 2, 3, 4, 6 12G1 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 11M3 3'-0" x 7'-0" - - - - - - - - - - - - 8 11P3 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 11S3 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 12S3 3'-0" x 7'-0" F 1 3/4" WD PT - 1 HM PT 2 10/A501 10/A501 - 1, 2, 3, 4, 6 11W3 3'-0" x 7'-0" F 1 3/4" WD PT - 1 HM PT 2 10/A501 10/A501 - 1, 2, 3, 4, 6 11X1 (2) 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 11X3 3'-0" x 7'-0" F 1 3/4" WD PT - 1 HM PT 1 10/A501 10/A501 - 1, 2, 3, 4, 6 11Y3 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 11 AA3 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 12M3 3'-0" x 7'-0" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 11661 3'-0" x 7'-O" - - - - - - - - - - - - 1, 2, 3, 4, 6, 7 11 BB3 3'-0" x 7'-0" F 1 3/4" WD PT - 1 DPDF PT 1 10/A501 10/A501 - 1, 2, 3, 4, 6 DOOR SCHEDULE NOTES: 1. DOOR SIZES INDICATED ARE NOMINAL DIMENSIONS. REFER TO DOOR AND HARDWARE SPECIFICATIONS FOR COORDINATION. 2. REFER TO DOOR TYPES SCHEDULE 2/A350, DOOR FRAME SCHEDULE 3/A350 AND SPECIFICATION FOR HARDWARE GROUPS ON SHEET Al. 3. DOOR ASSEMBLIES SHALL MEET THE FOLLOWING ACCESSIBILITY REQUIREMENTS: 3.1. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5.0 LBS. (PER IBC). 3.2. MOUNTING HEIGHTS OF ACCESSIBLE DOOR OPERATION HARDWARE SHALL COMPLY WITH IBC. 3.3. DOOR OPERATIONS AND DOOR HARDWARE SHALL COMPLY WITH IBC SECTION 1008.19. 3.4. SEE DETAIL 11/A505 FOR ADDITIONAL INFORMATION. DON SCHEDULE SCALE: N.T.S. PER . CHEDULL PER SCHEDULE PER ...CHEDULL PER SCHEDULE PER �SCHEDULFi 1/4" SAFETY J GLASS o (CLEAR) L o: w 4. DOOR ASSEMBLIES SHALL MEET THE FOLLOWING FIRE -RATED REQUIREMENTS: 4.1. EXCEPT AS OTHERWISE REQUIRED BY LOCAL BUILDING CODES, THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL FIRE DOOR ASSEMBLIES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION PAMPHLET, NFPA 80. THIS INCLUDES SWINGING DOORS, HORIZONTAL SLIDING DOORS, HOISTWAY DOORS FOR ELEVATORS, ACCESS DOORS, AT THE LOCATION WHERE INDICATED. LOCAL BUILDING CODES GOVERN, IF ANY DIFFERENCES EXIST BETWEEN THESE CODES AND THE NFPA FOR ANY OF THE ABOVE INSTALLATIONS. 4.2. ALL REQUIRED FIRE DOORS SHALL BE PROVIDED WITH A NON-COMBUSTIBLE THRESHOLD, EXCEPT 20 MINUTE DOORS. 4.3. DOOR FRAMES HUNG WITH LABELED DOORS SHALL ALSO BE LABELED WITH THE SAME RATING. 4.4. CLOSERS SHALL BE PROVIDED ON LABELED DOORS. 5. PANIC HARDWARE REQUIRED. 6. SEE DETAIL 11/A505 FOR HARDWARE AND SIGNAGE DETAIL. 7. EXISTING DOOR TO REMAIN. 8. OPENING IN WALL SHALL BE TRIMMED OUT AT JAMB AND HEAD WITH GWB - TEXTURE AND PAINT TO MATCH ADJACENT WALLS. 9. EXISTING OVERHEAD DOOR. PER SCHEDULE INSULATED SAFETY i GLASS ///// (CLEAR) 0- 1/4" SAFETY GLASS (CLEAR) F N (FLUSH SOLID DOOR) (FLUSH SIDE LITE DOOR) DOOR TYPE SCHEDULE SCALE: N.T.S. H (HALF LITE DOOR) D (DOUBLE FLUSH HALF LITE DOOR) A350 ABBREVIATIONS: DPDF DEMOUNTABLE PARTITION DOOR FRAME FF FACTORY FINISH HM HOLLOW METAL PT PAINT WD WOOD 1A10. 1 A450 A350 PER CHAS EDULE 2" FRAME TYPE 1 DOOR F SCALE: N.T.S. SANE SCHEDULE (3 A350 ROOM FINISH SCHEDULE KEY MATERIAL FINISH NOTES ---BASE--- ROOM NO. ROOM NAME FLOOR NORTH EAST SOUTH FACTORY FINISH (FF) WEST CEILING ---FLOOR--- NOTES BASE WALL BASE WALL BASE WALL BASE F-3 WALL MAT'L HEIGHT 1163 CONFERENCE ROOM F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 SEALER W-1 C-1 9'-O" 1, 2, 9 W-1 GYPSUM WALLBOARD (GWB) 12B3 OFFICE F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 9 FACTORY FINISH (FF) 1383 TRAINING ROOM F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-O" 1, 3, 9 14B3 HALLWAY F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-O" 1, 3, 9 11C3 OFFICE F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-O" 1, 3, 9 11D3 HALLWAY F -1/F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 4, 5, 9 11G1 WORK STATIONS F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 4, 9 11M3 WORK STATIONS F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 4, 9 11P3 OFFICE F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 8, 9 11S3 OFFICE F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-O" 8, 9 12S3 WOMEN'S RESTROOM F-2 B-2 W -2/W-1 B-2 W -2/W-1 B-2 W -2/W-1 B-2 W -2/W-1 C-2 9'-0" 1, 6, 9 1 1W3 MEN'S RESTROOM F-2 B-2 W -2/W-1 8-2 W -2/W-1 13-2 W -2/W-1 B-2 W -2/W-1 C-2 9'-0" 1, 6, 9 12W3 HALLWAY F-4 B-1 W-1 - - B-1 W-1 - - C-1 9'-0" 1, 3, 9 11X1 CONFERENCE ROOM F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-O" 1, 3, 4, 9 11X3 JANITOR F-4 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-O" 1, 9 1 1Y2 HALLWAY F -3/F-4 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C -1/C-2 8'-0"/9'-0" 1, 3, 9 1 1Y3 DATA CLOSET F-5 B-1 W-1 B-1 W-3 B-1 W-3 B-1 W-3 C-1 9'-0" 1, 9 11AA3 TRAINING ROOM F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-O" 1, 3, 4, 9 1 2AA3 ELECTRICAL CLOSET F-6 - - - - - - - - - - 8, 9 11BB1 OFFICE F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 9 11BB3 OFFICE F-3 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1, 3, 9 ROOM FINISH SCHEDULE NOTES: 1. COORDINATE EXISTING AND NEW WALLS WITH FLOOR PLAN. PAINT ALL WALL SURFACES TO MATCH. REPAIR, TEXTURE, PATCH AND 2. COORDINATE AND ADJUST CEILING HEIGHT ACCORDINGLY WITH EXISTING STRUCTURE, MECHANICAL AND ELECTRICAL EQUIPMENT. 3. EXISTING SUSPENDED CEILING SYSTEM TO REMAIN. REPLACE ONLY ACOUSTICAL CEILING PANELS. CEILING HEIGHT LISTED ON SCHEDULE IS ASSUMED HEIGHT. 4. EXISTING FLOOR FINISH TO REMAIN. BOOM FI\ ISH SCHEDULE 5. PROVIDE AND INSTALL ENTRY MAT BY EXTERIOR DOOR W2 AS INDICATED ON FLOOR PLAN. 6. FOR WALL FINISH HEIGHTS AND TRANSITIONS SEE INTERIOR ELEVATIONS. 7. EXISTING GYPSUM WALLBOARD FRAMED CEILING TO REMAIN. REPAIR, TEXTURE, PATCH AND PAINT AS NEEDED. 8. EXISTING ROOM - NO PROPOSED WORK. 9. FOR MATERIAL FINISH SCHEDULE SEE 5/A350. 4 SCALE: N.T.S. 1A10, 1A450, A370, A371 A350 MATERIAL FINISH SCHEDULE KEY MATERIAL FINISH NOTES ---BASE--- B-1 RESILIENT WALL BASE FACTORY FINISH (FF) B-2 COVED TILE WALL BASE FACTORY FINISH (FF) ---FLOOR--- F-1 ENTRANCE MAT FACTORY FINISH (FF) F-2 CERAMIC FLOOR TILE FACTORY FINISH (FF) F-3 CARPET TILE FACTORY FINISH (FF) F-4 RESILIENT FLOORING FACTORY FINISH (FF) F-5 RESILIENT FLOORING (ANTI -STATIC) FACTORY FINISH (FF) F-6 CONCRETE SEALER ---WALL--- W-1 GYPSUM WALLBOARD (GWB) PAINT W-2 CERAMIC WALL TILE FACTORY FINISH (FF) W-3 FIRE RATED PLYWOOD SHEATHING 5/8" FACTORY FINISH (FF) ---CEILING--- C-1 SUSPENDED ACOUSTICAL PANEL (SAC) FACTORY FINISH (FF) C-2 GYPSUM WALLBOARD (GWB) PAINT vATEIAL SCALE N.T.S. Fi\ISH SCHEDULE ELD OctIO RECEI\SPD CITY OF TUKWILA NOV 15 2017 PERMIT CENTER REVIEWED FOR [... COMPLIANCE WITH NFPA 70 - NEC DEC 13 1017 DEC 13 ?N17 City of Tukwila BUILDING DIVISION City of DIVISION ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 A350 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474.9449 http://www.sItts-11111.engineers.com/ Project No.: 18002 Project Mgr.: BKL Pro j. Engineer: DCB Pro j. Drafter: LAM SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE -- OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 11.10.17 ?IsBOE/NG' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN L. McVay CHECKED B. Leslie DATE 09.11.17 09.11.17 SUBTITLE SCHEDULES CURRENT REVISION 34224 SYMBOL DATE 11.10.17 DATE ENGINEER D. Boileau CHECKED B. Leslie 09.11.17 09.11.17 APPROVED APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 SHEET A350 JOB NO. 34224 COMP NO. A-DD/1-4 DEV. CENTER, WA DWG NO. 09-110-A350 SMCCARTHY: 8/16/2017 as V CNJ U LU 01 CC 0 U -J =23 0 0 0 tx cx O i o U J Q O co w w 1 INTERIOR ELEVATIO WON E\S RESH00 \OATH V 12S3 L23 w (no �o> U A SCALE 1/2" = 1'-0" I`TE WOVIE \S .ESTK0 1A450 A371 L U w N CC 0 U 0 I= r 10ELEVATIO\ V — SOUTH (PATIAL) 12S3 n 1A450 A3J1 SCALE 1/2" = 1'-0" J w v, L NJ W c0 CVU J 0 0 a 00 Q � wOO z U) LU U.1 N w UJ U) w 0 > O C.) / TEO WONE\S SCALE 1/2" = 1'-0" ELEVATIO 'ESTR00 \ NTH (P N 12S3 1'-6" 1'-6" 1'-6" I " 1 1A450IA371 13 0 N) 0, N 9 �12> \TRIO WO V E \S 5> ELEVATIO\ — SOUTH 'ESTKOM 12S3 O V J w U) CO Q m 0 W U w U) 0 U C 2'-8" SCALE 1/2" = 1'-0" 2'-8" 5'—O 5/8" cV \TENOR ELEVATIO\ WOMENS ES-R00V 7 J %j 4 > — EAST 12S3 1- 2t 5 > 2'-11" r 5 > rre//,Vyr 13 t 00 I - 12 0 i CL U UJ U) 0 U J LU N 0 U 1A45,9 1971 E SCALE 1/2" = 1'-0" J P 0 00 c wOO Z Fr) LU LU U) LU LU U, ,A// AVA w U, 0 U VAA 0 w 0 U I\TR1N ELEVATIO\ — WEST WOME\S ESTKOM 12S3 F SCALE 1/2" = 1'-0" REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 11.10.17 1A450 A371 1'-4" 30" MIN. 1'-4" TO CONTROLS 1.1 �t- I ROO M CL 18 CL TO CONTROLS c0 M 16 1A450 A371 ELfl;�j(o I\TERIELEVATIO\ — SOUTH (PARTIAL) HALLWAY 12W3 — <I\G FOU\TAI\S SCALE: 1/2" = 1'-0" ° BOE/NG — ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L. McVay 1A450 A371 DATE SUBTITLE 09.11.17 CHECKED B. Leslie 09.11.17 LEGE\D/SCHEDULE: GE FRAC OTES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWING 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION WILL BE REJECTED. LAVATORY COUNTER. SEE SECTION A/A504 FOR ADDITIONAL INFORMATION. LAVATORY SINK. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. TOILET. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 6 > URINAL. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. SINK FRAMED MIRROR. SEE 4/A504 FOR ADDITIONAL INFORMATION. 8 > SOAP DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. 9 > TOILET PARTITION WITH DOOR. SEE 1/A504 AND 5/A504 FOR ADDITIONAL INFORMATION. 10 > TOILET SEAT COVER DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. TOILET PAPER DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. HORIZONTAL GRAB BARS. STAINLESS STEEL AND 36" LONG AT REAR OF TOILET, 42" LONG AT SIDE AND 33" ABOVE FLOOR. SEE 4/A504 FOR ADDITIONAL INFORMATION. VERTICAL GRAB BARS. STAINLESS STEEL AND 18" MIN. LENGTH AND 3" MIN. (6" MAX.) ABOVE HORIZONTAL GRAB BAR. SEE 4/A504 FOR ADDITIONAL INFORMATION. PAPER TOWEL DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. URINAL SCREEN. SEE 2/A504 AND 5/A504 FOR ADDITIONAL INFORMATION. 16 > ACCESSIBLE HEIGHT DRINKING FOUNTAIN. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. WALLS FINISHED WITH FULL HEIGHT CLEANABLE SURFACE OVER MOISTURE RESISTANT UNDERLAYMENT (E.G. CEMENT FIBERBOARD). SEE FINISH SCHEDULE 4/A350 FOR ADDITIONAL INFORMATION. 18 > STANDARD HEIGHT DRINKING FOUNTAIN. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. CO\STRUCTIO \OYES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. EFERE\CE FAWI\GS: SEE DRAWING 9-110-1A10 FOR FIRST FLOOR PLAN. REVIEWED FOR COMPLIANCE WITH NEPA 70 o NEC DEC 13 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 INTERIOR ELEVATIONS 0 1 2 4 6 SCALE: 1 /2"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http:lhvww.sltts-h111•englneers.coml Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION 34224 SYMBOL DATE 11.10.17 APPROVED BY DEPT. DATE ENGINEER D. Boileau 09.11.17 CHECKED B. Leslie 09.11.17 APPROVED APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A-DD/1-4 SHEET A371 JOB NO. 34224 COMP NO. DEV. CENTER, WA DWG NO. 09-110-A371 J LU U, 0 U w 0 7 J (AZ 3 L 4 UJ 0 LU0 U / l I\TEIO3 ELEVATIO\ — \OATH VE \S 'ESTKOV 11W3 SCALE: 1/2" = 1'-0" J w C/) t0 F- U i I " 1 1A450 A372 V 0 UJ O U / / 7 4 J l I\TP1N ELEVATIO E\S �EST�OON — SOUTH (PA 11W3 TIAL) SCALE: 1/2" = 1'-0" 0.1 w GO O U 5'-0 5/8" 3 (-13 1A450 A372 2'-8" .J 7 \ / 3 L L r/r vt. IT t w a 0 U \TE;1N ELEVATIO\ — \ vIE\S'ES-ROON 11W3 SCALE: 1/2" = I' -D J w 0 U w U' 0 C-) 1 CL UJ 0 U J Q 0 0 06 „ 0 w z N w C./1L” U, LU Li! N 1 V OATH (PARTIAL) A - FE; 0 La J H Q v 0 0 00 OO _ (_ W LU LU U, �Bi 1A450IA372 l IP; Iztw J CV U U J w U, CO iUJ CD 0 U 1 CO C O C) UD A///%A%/// /I 9 0 13 C n U 0 11X-1 12> 111 M N N) \TENOR ELEVAT V ENS ESTOO 0 10\ — SOUTH V 11W3 5 C SCALE: 1/2" = 1'-0" 1 F- U CO 5 \TERIOR ELEVATIO\ N E\S 00 IV 1 — EAST 1W3 1A4501A372 E SCALE: 1/2" = 1'-0" 2'-8" 1'-6" l'-6" 1'-6" .04 2'-11" 1 6.0 CO 0 1✓ 13 12 1 10> I 0 111 \TP1N ELEVATIO\ — WEST ME\S 'ESTKOv 11W3 0 N, cr)I N i > 1 > DAH:11> 0 17:5- F- 6 15 U, 7 > —v r 4 0 5 > F SCALE: 1/2" = 1'-0" 1A450 A372 3'-0" N 19 CO 3'-0" 3,-0" 1A450 A372 3'-0" 21; 0 18 DA KNEE SPACE i\rE�io� ELEvaTio\ - wEsr (PariaL) HALLWAY 11Y2 — CASEW0�4 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE -- OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 11.10.17 DRAWN ACCEPTABILITY L. McVay 20 > 20 > 20 1A10IA372 DATE SUBTITLE 09.11.17 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED B. Leslie ENGINEER APPROVED BY DEPT. DATE D. Boileau 09.11.17 TITLE 09.11.17 CHECKED B. Leslie 09.11.17 APPROVED APPROVED ).-1•*"7 LEGE\D/SCHEDULE: GENE�AL \OYES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWING 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION WILL BE REJECTED. 6 > 8 > 9 > LAVATORY COUNTER. SEE SECTION A/A504 FOR ADDITIONAL INFORMATION. LAVATORY SINK. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. TOILET. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. URINAL. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. SINK FRAMED MIRROR. SEE 4/A504 FOR ADDITIONAL INFORMATION. SOAP DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. TOILET PARTITION WITH DOOR. SEE 1/A504 AND 5/A504 FOR ADDITIONAL INFORMATION. 10 > TOILET SEAT COVER DISPENSER. SEE 4/A505 FOR ADDITIONAL INFORMATION. TOILET PAPER DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. HORIZONTAL GRAB BARS. STAINLESS STEEL AND 36" LONG AT REAR OF TOILET, 42" LONG AT SIDE AND 33" ABOVE FLOOR. SEE 4/A504 FOR ADDITIONAL INFORMATION. VERTICAL GRAB BARS. STAINLESS STEEL AND 18" MIN. LENGTH AND 3" MIN. (6" MAX.) ABOVE HORIZONTAL GRAB BAR. SEE 4/A504 FOR ADDITIONAL INFORMATION. PAPER TOWEL DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. URINAL SCREEN. SEE 2/A504 AND 5/A504 FOR ADDITIONAL INFORMATION. (16 > COUNTERTOP SINK. SEE MECHANICAL FOR ADDITIONAL INFORMATION [18> 119 > 20 > WALLS FINISHED WITH FULL HEIGHT CLEANABLE SURFACE OVER MOISTURE RESISTANT UNDERLAYMENT (E.G. CEMENT FIBERBOARD). SEE FINISH SCHEDULE 4/A350 FOR ADDITIONAL INFORMATION. LOWER BASE CABINETS (2'-0"D) WITH COUNTER TOP. CONFIGURATION AS SHOWN ON DRAWINGS. SEE SHEET Al FOR ADDITIONAL INFORMATION. UPPER WALL HUNG CABINETS (1'-0"D). CONFIGURATION AS SHOWN ON DRAWINGS. SEE SHEET Al FOR ADDITIONAL INFORMATION. MICROWAVE (BY OWNER). SEE ELECTRICAL DRAWINGS FOR OUTLET LOCATIONS. COFFEE MACHINE (BY OWNER). SEE ELECTRICAL DRAWINGS FOR OUTLET LOCATIONS. SEE MECHANICAL FOR WATER SUPPLY LOCATION. CONSTRUCTION OYES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. 'EFE�E\CE DRAWI\GS: SEE DRAWING 9-110-1A10 FOR FIRST FLOOR PLAN. REVIEWED FOR COMPLIANCE WITH NFPA 70 o NEC DEC 13 2017 City of.TukwilaBUILDING DIVISI©1\10' PECEIVEI SCITY CF TUKWILA NNOV15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 INTERIOR ELEVATIONS 1 2 4 6 SCALE: 1/2"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474.9449 http://www.sItts-hili-engIneers.coml Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION SYMBOL 34224 DATE 11.10.17 ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A-DD/1-4 SHEET A372 JOB NO. DEV. CENTER, WA DWG NO. 34224 09-110-A372 COMP NO. SMCCARTHY: 8/16/2017 10:59:12 PM /\/\ ,, Efil CD 14>0 �21> %//� ,=== 0 0 0 0 0 /0 / \ \ \ 0\N \ / / / \ / / / / . / /' / \ \ N /00\. \/ - \ / \ / / /0 ' \ V \ \ 0\ \ 7 / /`' 3'-0" 3'-0" 3'-0" 3'-0" 21; 0 18 DA KNEE SPACE i\rE�io� ELEvaTio\ - wEsr (PariaL) HALLWAY 11Y2 — CASEW0�4 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE -- OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 11.10.17 DRAWN ACCEPTABILITY L. McVay 20 > 20 > 20 1A10IA372 DATE SUBTITLE 09.11.17 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED B. Leslie ENGINEER APPROVED BY DEPT. DATE D. Boileau 09.11.17 TITLE 09.11.17 CHECKED B. Leslie 09.11.17 APPROVED APPROVED ).-1•*"7 LEGE\D/SCHEDULE: GENE�AL \OYES: 1. SEE GENERAL ARCHITECTURAL NOTES ON DRAWING 09-110—Al FOR ADDITIONAL INFORMATION. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION WILL BE REJECTED. 6 > 8 > 9 > LAVATORY COUNTER. SEE SECTION A/A504 FOR ADDITIONAL INFORMATION. LAVATORY SINK. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. TOILET. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. URINAL. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. SINK FRAMED MIRROR. SEE 4/A504 FOR ADDITIONAL INFORMATION. SOAP DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. TOILET PARTITION WITH DOOR. SEE 1/A504 AND 5/A504 FOR ADDITIONAL INFORMATION. 10 > TOILET SEAT COVER DISPENSER. SEE 4/A505 FOR ADDITIONAL INFORMATION. TOILET PAPER DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. HORIZONTAL GRAB BARS. STAINLESS STEEL AND 36" LONG AT REAR OF TOILET, 42" LONG AT SIDE AND 33" ABOVE FLOOR. SEE 4/A504 FOR ADDITIONAL INFORMATION. VERTICAL GRAB BARS. STAINLESS STEEL AND 18" MIN. LENGTH AND 3" MIN. (6" MAX.) ABOVE HORIZONTAL GRAB BAR. SEE 4/A504 FOR ADDITIONAL INFORMATION. PAPER TOWEL DISPENSER. SEE 4/A504 FOR ADDITIONAL INFORMATION. URINAL SCREEN. SEE 2/A504 AND 5/A504 FOR ADDITIONAL INFORMATION. (16 > COUNTERTOP SINK. SEE MECHANICAL FOR ADDITIONAL INFORMATION [18> 119 > 20 > WALLS FINISHED WITH FULL HEIGHT CLEANABLE SURFACE OVER MOISTURE RESISTANT UNDERLAYMENT (E.G. CEMENT FIBERBOARD). SEE FINISH SCHEDULE 4/A350 FOR ADDITIONAL INFORMATION. LOWER BASE CABINETS (2'-0"D) WITH COUNTER TOP. CONFIGURATION AS SHOWN ON DRAWINGS. SEE SHEET Al FOR ADDITIONAL INFORMATION. UPPER WALL HUNG CABINETS (1'-0"D). CONFIGURATION AS SHOWN ON DRAWINGS. SEE SHEET Al FOR ADDITIONAL INFORMATION. MICROWAVE (BY OWNER). SEE ELECTRICAL DRAWINGS FOR OUTLET LOCATIONS. COFFEE MACHINE (BY OWNER). SEE ELECTRICAL DRAWINGS FOR OUTLET LOCATIONS. SEE MECHANICAL FOR WATER SUPPLY LOCATION. CONSTRUCTION OYES: 1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. 'EFE�E\CE DRAWI\GS: SEE DRAWING 9-110-1A10 FOR FIRST FLOOR PLAN. REVIEWED FOR COMPLIANCE WITH NFPA 70 o NEC DEC 13 2017 City of.TukwilaBUILDING DIVISI©1\10' PECEIVEI SCITY CF TUKWILA NNOV15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 INTERIOR ELEVATIONS 1 2 4 6 SCALE: 1/2"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474.9449 http://www.sItts-hili-engIneers.coml Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION SYMBOL 34224 DATE 11.10.17 ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A-DD/1-4 SHEET A372 JOB NO. DEV. CENTER, WA DWG NO. 34224 09-110-A372 COMP NO. SMCCARTHY: 8/16/2017 10:59:12 PM 3/4" WATER RESISTANT PLYWOOD — 0 MIRROR 2'-0" 1'-5" ULG LAVATORY COUNTE SCALE: ,n.. = 1._0.. SECTIO\ SOLID SURFACE COUNTERTOP AND APRON: CS.1 RAKKS EH -1818 COUNTERTOP SUPPORT BRACKET AT ±36" O.C., TYP. — TYPICAL r,o,� A1450, A371, A372 A504 ACCESS 'Y SCHEDULE MARK ITEM COLOR (SIZE) MARK ITEM COLOR (SIZE) GB GRAB BAR BOBRICK, S.S, VERTICAL: #B5806x18", STRAIGHT: #85806x36 36"x54", STRAIGHT: #85806x42" SNV SANITARY NAPKIN VENDOR BOBRICK, #62706C, SURFACE MOUNT, FREE OPERATION GC GARBAGE CAN32 BUSCH SYSTEMS 'WASTE WATCHER' GALLON, 20.31 "L x 15.63"W x 30"H TPD TOILET PAPER DISPENSER GEORGIA PACIFIC, 'COMPACT' CORELESS, TWO—ROLL, COVERED, PART #56784 COLOR: SMOKE MIR FRAMED MIRROR BOBRICK, #8290 1836 AT SINKS, FULL LENGTH: #8290 2460 AT EXITS T 3 5/8 1 1/4 PTD PAPER TOWEL DISPENSER — FOIC GEORGIA PACIFIC, 'ENMOTION', TOUCHLESS DISPENSER, PART #GP59462 COLOR: TRANSLUCENT SMOKE 0.302 0.571 INTERIOR SCD TOILET SEAT COVER DISPENSER BOBRICK, #B221, SURFACE MOUNT 1 5/8" 18 33 SDR SOAP DISPENSER — FOIC GOJO INDUSTRIES, #GJ5250UNIV, COLOR: DOVE GRAY INTERIOR 6" TRACKS T ACCESSORY SCHEDULE 4 SCALE: 1/2" = 1'-0" CONNECT TRACKS TO EACH MEMBER OF BUILT—UP HEADER WITH #8 SCREWS AT 12" O.C. TRACK TOP AND BOTTOM OF BUILT—UP HEADER TO MATCH GAGE OF HEADER HEADER BUILT UP OF TWO STUDS PER SCHEDULE A371, A372 A504 ADDITIONAL STUDS AS NOTED ON PLAN OR ELEVATION CONT. TRACK ABOVE HEADER TRACK CONNECTOR TO MATCH GAGE OF BUILT—UP HEADER — 3" SHORTER THAN DEPTH OF HEADER SCREWS PER SCHEDULE 1/16 IC 1/2-12 DOUBLE JAMB STUD, TYP. U.N.O. HEADED I\ STEEL STUD WALL DETAIL 8 SCALE: N.T.S. 1A10, 1 A4501A504 5'-0" 0 1 TOILET PATITIO\ DETAIL —TYPICAL SCALE 1/2" = 1'-0" EXISTING WOOD ROOF JOIST (VERIFY) 1 GWB WITH METAL FRAMED CEILING 1A450, A371, A372 I A504 t 1/2"0 LAG SCREW INTO WOOD JOIST, EMBED 3" MINIMUM. 3"x3"x1/4" ANGLE AT 4'-0" 0.C. (ALTERNATE DIRECTION) RESTROOM STALL PARTITION a 0 Co TOILET PATTITIO\ HANGER DETAIL—TYPICAL �s1 SCALE N.T.S. A371, A372 A504 INTERIOR HEADER MAX. WIDTH OF OPENING HEADER SIZE SCREWS EACH SIDE OF HEADER SCREWS INTO JAMB STUD COMMENTS 0'-0" TO 4'-0" (2)600S162-43 (4) #12 SCREWS (8) #12 SCREWS REMARKS 4'-1" TO 8'-0" (2)10005162-54 (7) #12 SCREWS (14) #12 SCREWS 18 COLS FOJED HEADER SCHEDULE 2'-0" CO 7.0 CO f UI\AL scEE\ STEEL STUD DETAIL — TYPICAL 2 1A450, A371, A372 I A504 #10 x 3/4" SCREWS AT 12" O.C. AT DOUBLE STUDS — STAGGER DOUBLE STUD AT JAMBS AND WHERE NOTED STUD BLOCKING UNPUNCHED STEEL STUD TRACK — MATCH GAUGE OF STUDS #10 x 3/4" R's EDGE STUDS TOGETHER WITH #10 SCREWS AT 12" O.C. #14x1" MINIMUM HEX—HEAD SELF DRILLING SCREWS AT 16" O.C. INTO EXISTING FLOOR. PROVIDE (2) ANCHORS MINIMUM PER WALL SECTION, PLACE MIN. (1) ANCHOR WITHIN 6" OF ALL OPENING EDGES TYPICAL STEEL STUD WALL DETAIL 6 SCALE: N.T.S. A50504 MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES, U.N.O. USE TYPE DEPTH (IN) FLANGE (IN) GAGE FY (KSI) SECTION GROSS Sxx (IN3) GROSS Ixx (IN4) REMARKS 3 5/8" STUDS S 3 5/8 1 5/8 18 33 362S162-43 0.392 0.710 INTERIOR 3 5/8" TRACKS T 3 5/8 1 1/4 18 33 362T125-43 0.302 0.571 INTERIOR 6" STUDS S 6" 1 5/8" 18 33 600S162-43 0.598 1.793 INTERIOR 6" TRACKS T 6" 1 1/4" 18 33 600T125-43 0.604 1.861 INTERIOR 9 COLD FOvED N SCALE: N.T.S. SCALE: N.T.S. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE -- OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 11.10.17 1A10, 1A450[A504 Q�BOE/N6' �r- EvE3ER SCHEDULE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L. McVay EXISTING FURRED WALL SYSTEM (VERIFY) -EXISTING PARAPET WALL EXISTING WOOD HEADER -EXISTING METAL FLASHING - 5/8" EXTERIOR WOOD PANEL SIDING TO MATCH EXISTING, PRIME & PAINT. WEATHER BARRIER WALL I\FILL DETAIL SCALE: 1" = r -o.. WOOD JOISTS (EXISTING) L4x4x1/4 ANGLE —EXTEND AND ATTACH TO TWO JOISTS MIN. WITH (2) #12 SCREWS AT EACH JOIST—TYP. 1" VERIFY 3 5/8" METAL STUDS AT 12" O.C. BATT INSULATION -EXISTING WOOD SILL EXISTING CONCRETE FOUNDATION WOOD DECKING (EXISTING) 3 PATITI O BRACE BEYOND 1 1 1A10 A504 L4x4x1/4x12" ANGLE ATTACH TO JOISTS WITH (4) #12 SCREWS MINIMUM 362S162-43 BRACE AT 8'-0" O.C. — ALTERNATE DIRECTION CLIP FLANGE TO FORM SHOE AND ATTACH TO STUD WITH (3) #10 TEK SCREWS WALL 3�ACI\G DETAIL CEILING PER ARCHITECTURAL 7 SCALE: N.T.S. Fug Otb APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER D. Boileau CHECKED B. Leslie APPROVED APPROVED 1A10, 1A280, 1A450 A504 DATE 09.11.17 09.11.17 09.11.17 09.11.17 SUBTITLE REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC DEC 13 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 MISC SECTIONS AND DETAILS 0 1 2 4 A505IA504 6 SCALE: 1/2"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 http:INvww.sltts-hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474.9449 Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION 34224 SYMBOL DATE 11.10.17 TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A-DD/1-4 DEV. CENTER, WA SHEET A504 JOB NO. 34224 COMP NO. DWG NO. 09-110-A504 NOTE: 1. SEE DETAIL 3/A505 AND 7/A505 FOR SEISMIC RESTRAINT DETAIL. A505 A505 A505 FOR TYPICAL LIGHT SUPPORT DETAIL • 0 A505 a 1:;7::: ''1 \cy • • hJ ACOUSTICAL PA\ A505 EL SUSPE A505 A505 SIM. \SIO\ DETAIL A505 1 SCALE: N.T.S. PERIMETER ANGLE 3/4" 1A280 A505 PROVIDE CONNECTION TO WALL STRUCTURE PER MANUFACTURER'S RECOMMENDATION AND STANDARD DETAILS PANEL NON—FIXED END 2" ACOUSTICAL PANEL DETAIL SCALE: N.T.S. TOP OF STUD WALL PARTITION BRACING SEE DETAIL 7/A504 111111111111111111 AO 111111111111111111 CONSTRUCTION PER WALL TYPE SCHEDULE TOP OF PATITIO \ DETAIL + 10'-6" A.F.F. S.A.C. OR GWB WHERE OCCURS AS SCHEDULED A505 SCALE: 1 1/2" = 1'-0" 1A10, 1 A450 A505 FIRE PROTECTION LINE W/ FLEXIBLE HOSE HEAD CONNECTION LINE 1/4" CLEARANCE FOR ALL CEILING PENETRATIONS. - 1/8" CLR. DUCTS 1/8" CLR. CEILING PANEL ESCUTION COVER SPRINKLER HEAD (TYPE VARIES) 11 ACOUSTICAL TILE PE\ETATION DETAIL SCALE: N.T.S. 3/4" FIXED END PROVIDE HILTI KWIK HUS—EZ OR SIMPSON TITEN HD SCREW ANCHOR TO PREVENT UPLIFT OF CEILING DURING SEISMIC EVENT: EXTEND STRUTS TO FIT TIGHT TO CEILING GRID AND STRUCTURE ABOVE, THEN INSTALL TWO FASTENERS TO SECURE ONE STRUT TO THE OTHER. TUBES SHALL LAP ONE ANOTHER 4" MIN. DIAGONAL HANGER WIRES AT APPROX. 45 DEG. (TYP) MAX. FROM HORIZ. ANCHOR TO STRUCTURE ABOVE 1/2" MIN. DIA. SEISMIC COMPRESSION POST AT 12'-0" O.C. EACH WAY. START FIRST POST POINT WITHIN 6'-0" FROM EACH WALL, PROVIDE AND INSTALL POSTS PER IBC AND NWBC FIELD TECH DOC #401 REQUIREMENTS. 1101 SLOT END OF CONDUIT TO 1�� FIT OVER CEILING RUNNER 1" MIN. HANGER WIRE 3/4" MIN. DIA. ELECTRIC CONDUIT STRUT MAIN RUNNER 21 SEISMIC CEILI\G ESTRAINT DETAIL A505 SCALE'. N.T.S. / \PROVIDE CONNECTION TO WALL \STRUCTURE PER MANUFACTURER'S RECOMMENDATION AND STANDARD DETAILS PERIMETER ANGLE 2" ACOUSTICAL PA\EL DETAIL SCALE: N.T.S. DOOR — SEE SCHEDULE 2" CONTINUOUS SEALANT BEAD 5/8" GYPSUM BOARD ON METAL STUDS (SEE FLOOR PLAN) W 0 w TRIO SCALE N.T.S. DOUBLE METAL STUDS CONTINUOUS SEALANT BEAD HOLLOW METAL FRAME DCOR HEAD (JAN 8" MAX. 6 MAIN 1 RUNNER 3/4" WALL CONDITION ( 0 HANGER WIRE AT 4 FEET O.C. MAX. +/— 10 DEG. MAX. SPACER BAR TO PREVENT PERIMETER COMPONENTS FROM SPREADING APART CROSS RUNNER A505 CEILI\G EDGE SEISMIC RESTAI\T DETAIL rA--7A505 scnLe. rv.rs.sos ft K I\ 1'-6" 2'-0" PREFERRED \TRIO .DWA 3 SIV) DETAIL io HA A350 A505 A\D SIGNAGE DETAIL ADJUST TO CLOSE FROM OPEN POSITION OF 70' TO 3" FROM LATCH IN THREE SECONDS MAGNETIC DOOR HOLDER, LOCATE 80" A.F.F. & LOCATE 6" FROM EDGE (STRIKE) OR ALIGN WITH VISION PANEL VISION WINDOW AS REQUIRED REQUIRED SIGNAGE INSTALLED ON NEAREST ADJACENT WALL BOEING FURNISHED CONTRACTOR INSTALLED. WHERE DOOR IS RECESSED SIGN MAY BE LOCATED ON ACCESSIBLE PATH. ELIC 18" MIN. CLEAR FLOOR SPACE ON PULL SIDE, 12" MIN. CLEAR FLOOR SPACE ON PUSH• SIDE SCALE: N.T.S. 11 A350 A505 SLACK WIRES EA. CORNER 3" MAXIMUM FROM FIXTURE HEAVY DUTY MAIN RUNNER LIGHT FIXTURE SUPPORT DETAIL SCALE N.T.S. BOTTOM TRACK CONSTRUCTION PER WALL TYPE SCHEDULE 12 GA. HANGER WIRES CROSS TEE FLOORING AND BASE PER FINISH SCHEDULE CONNECTION SEE DETAIL 6/A504 d 4 d 3OTTOM OF PARTITION DETAIL A505 8 SCALE 1 1/2" = 1 -0" O11b RECEIVED CITY OF TUKWILA NOV 15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 1A10, 1A4505 REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC DEC 13 2017 City of .Tukwila BUILDING DIVISION I SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474.9449 http:llwww.sitts.h111-engineers.coml Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 11.10.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE .7n L McVay CHECKED B. Leslie ENGINEER A 09.11.17 09.11.17 SUBTITLE MISC SECTIONS AND DETAILS CURRENT REVISION 34224 SYMBOL DATE 11.10.17 D. Boileau CHECKED B. Leslie APPROVED 09.11.17 09.11.17 APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A-DD/1-4 DEV. CENTER, WA SHEET A505 JOB NO. 34224 COMP NO. DWG NO. 09-110-A505 10:59:12 PM i SYM l SCREEN WALL — SEE G/A506 FOR SECTION - EXTERIOR WALL OF BUILDING PRESSURE TREATED 4X4 COLUMN — SEE B/A506 FOR COLUMN TO BEAM ROOF SECTION BROOM FINISH WITH 4" SMOOTH TOWELED PERIMETER (EACH PANEL) 1/4" TOOLED CONTRACTION JOINT SEE FLOOR PLAN �r-fir Irl Irl srV_t ��lll��li 4"CRUSHED SURFACING TOP S=0.5% SIMPSON EPB POST BASE #4 REBAR (TYP.), 2" MIN. COVER R=1/2" CONTROL JOINT 1/2" DEEP AT EVERY EXPANSION JOINT (TYPICAL) COURSE. COMPACT TO 95% OF MAXIMUM DENSITY. COMPACT SUBGRADE TO 95% OF MAXIMUM DENSITY (12" MIN. DEPTH) TOP OF EXISTING A.C. PAVING 4000 PSI CONCRETE (MIN.) NOTE: INSTALL TOOLED CONTRACTION JOINTS 5' O.C. AND FULL DEPTH 3/8" EXPANSION JOINT AT 15' O.C. IN SIDEWALK PERPENDICULAR TO DIRECTION OF TRAFFIC. FILL EXPANSION JOINTS WITH PREMOLDED JOINT FILLER. CO\CETE EDGE SECTIO\ A SCALE: N.T.S. /2" EXTERIOR WALL OF BUILDING 1/4" R CONCRETE SLAB J JOINT SEALA\ 4 JOINT SEALANT C DIA. BACKER ROD d d C 4 CAST—IN—PLACE CONCRETE 1/2" PREMOLDED EXPANSION JOINT FILLER T TYPICAL SECTION 1A41.1A506 E SCALE N.T.S. TOP OF EXISTING A.C. PAVING A 1 7A4511A506 1'-6" EXISTING WOOD BEAM AS OCCURS SIMPSON AC POST CAP — PRESSURE TREATED 4X4 COLUMN PRESSURE TREATED 4X4 COLUMN — SEE B/A506 FOR COLUMN TO BEAM ROOF SECTION I M COLUM\ TO 3EAM ROOF SECTIO\ (BCO\C SCALE: N.T.S. STARS SECTIO\ SCALE: N.T.S. 5'-6" 1 L. 1'-0" 2" 1 1/2" DIA. STEEL HANDRAIL AT EACH SIDE OF RAMP d d d C 4 a 1" R. d• 0 -- 3000 PSI CONCRETE (MIN.) BETE CLH3 SECTION I - #5 BAR CONTINUOUS ON TOP, MAINTAIN 2" CONCRETE COVER. TOP OF EXISTING A.C. PAVING #5 BAR CONTINUOUS ON BOTTOM, MAINTAIN 2" CONCRETE COVER. C A506 SCALE: N.T.S. 1,-0" 0 TOP OF EXISTING A.C. PAVING A #5 REBAR AT 12" 0.C. EACH WAY. 6" 6" _1'-0" TREAD 6" — 1 1/2" DIA. SCHEDULE 40 STEEL PIPE HAND RAILING AND POSTS AT BOTH SIDES OF STAIRS. CLEAN, PRIME AND PAINT. — 6" WIDE CONCRETE CURB WEST SIDE OF STAIRS 6" 1,-0" 4000 PSI CONCRETE (MIN.) 0 0 1 k 0 C Idj ®• °II II Il d d •C d C C . '!1111111111111111111III 11W1UI1 .ilii C 4 C d. a / // III 111 11 III-III=III=III- - - =1 I -III -III -I 11=111=111= 1-111-111-111-111-111-111-111-111-11 11 -III 111-111=111=11 I -III -I 11=1 I I -111-I 1 la mE 1 1 1-1 I I-III=111=111=111=1 I l=1 I I-111_ 11 1=111=1 I I - I 1=1 I ra I I -I 11=111=111=11 III -1 I -1 I I-111- -11 HI 1 1E 111E 1 11-111= 1=1 11=I 11=(1 I—I - Il-1II-111 C d 1- d C HIII=_ 1=111= IIIIII- -III= 111=111- -11 I-1 11 I-11 I-111=1 11 1/2" 11 1/2" BROOM FINISH WITH 4" SMOOTH TOWELED PERIMETER (EACH PANEL) 4" CRUSHED SURFACING TOP COURSE. COMPACT TO 95% OF MAXIMUM DENSITY. SET POSTS WITH 9" EMBEDMENT IN 2 1/2" DIA. SLEEVES EPDXY GROUT VOID BETWEEN PIPE AND SLEEVE CENTER HAND RAILING POST SLEEVES 6" FROM EACH SIDE OF STAIR, STAIRS REQUIRE t HANDRAILS AT EACH SIDE OF STAIRS COMPACT SUBGRADE TO 95% OF MAXIMUM DENSITY (12" MIN. DEPTH) 1A451 A506 5'-6" 1'-6" 1 1/2" DIA. SCHEDULE 40 STEEL PIPE HAND RAILING AND POSTS AT BOTH SIDES OF RAMP. CLEAN, PRIME AND PAINT. 1 0 SET POSTS WITH 9" EMBEDMENT IN 2 1/2" DIA. SLEEVES EPDXY GROUT VOID BETWEEN PIPE AND SLEEVE CENTER HAND RAILING POST SLEEVES 6" FROM EACH SIDE OF RAMP, RAMPS REQUIRE HANDRAILS AT EACH SIDE OF STAIRS CEV ENT 3/8" EXPANSION JOINT WITH FILLER 18' MAX. ON CENTER, 1/8" CONTRACTION JOINTS EVERY 6' MAX. BETWEEN. 6" THICK CONCRETE SIDEWALK WITH BRUSHED FINISH (4000 PSI MIN.) 4" CRUSHED SURFACING TOP COURSE. COMPACT TO 95% OF MAX. DENSITY COMPACT SUBGRADE TO 95% OF MAXIMUM DENSITY (12 INCH MINIMUM DEPTH) • d C' d C 11=11-1=1- 11 I-11 I -III -11 I-1 d C - 11- ,11=1111=111=111=111=111=1 CO\CRETE SIDEWAL < SECTIO\ SCALE: N.T.S. EXTERIOR WALL OF BUILDING METAL CLOSURE 1" METAL SIDING (PERFORATED 3/4" THICK) INSTALL HORIZONTALLY SPANNED BETWEEN EACH COLUMN 1A451 A506 EXISTING WOOD BEAM AS OCCURS FASTENER AT EVERY FLUTE AT EACH COLUMN CONCRETE WALKWAY PER SECTION A/A506 AND D/A506 METAL CLOSURE 1" NF1 SCEE\ nasi asna SCALE: N.T.S. 1A451 A506 BROOM FINISH WITH 4" SMOOTH TOWELED PERIMETER (EACH PANEL) 4" CRUSHED SURFACING TOP COURSE. COMPACT TO 95% OF MAXIMUM DENSITY. • =111=111=III-III=111=III=111-111=III-111=III=111=III=III-111=III=111=111 _ --�-- -- --- - ---- --- 11=111-11 I-111-11 I-III=111=111=111-1 11E111=111-111-111-11 I -I 11-111-111=1 l 1-_ ___=- - . , ,, , . , , ,, , , , , - - - - - - - - - - - =111=111=111=111=111=111111=111=111=111=111=111=111 -111=111=111-111=111=11=11=111=1 - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ � � _ I I � 1111 111 I I II 111 11 I 111 111 111 111 11 1111 III Ill 111 111 11 I 111 111 11 I 111 111 111 111 11 I 111 11 111 I 111-111-I I I -111-I 11-I 1 I -111-111-I 1 I -I 11-11 I -I 1 I-11 I -111-I � I -I � 1- 11=111=111=111=111=111=111=111=111=111=111=111=111=111=111-111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=1 l 1=l 11=1 I =11=111=111=111=11= - - --- - - - ----- - -- - - - - --- - - -_- - - - - - - - - - - - - - - - - - - __ _ - - - - - - - - - - - - - - � � _ - � III III III -III -III -III -I 1 l-1 1 I -Ill -III -1 l I-1 � I -I 1 l -I I 1-I 1 l 11 I l 1 l I 1 I-1 1 I -I I 1-11 I -I � I-11 I -Ili -I 11 -111 -Ill -i � I -111=111=111-111-111=111=111=111=111=111=111=111=111=111=111=111-111-111=111=111=111=111=111=111=111=111=111=111=111=111=111=1 1=1 I = - - =1 = - _ -- - - - - _ _ - - - - -- - - - - - - - - - - - - - _ I � 111-11 l -I 1 I 11 l 1 l-1 1 l-1 i I -I 1 l-1 1 I -111-I 11-I 1 I -I 1 I -I 1 l -I 11-I 1 I 111 111 Ill -1 11-111111-11 I -III -Ill l 1 l 111-11 l-1 l i -I 11-111-1 � l -I 1 l -I l 11-111-111-111-111-111-111-1 I I-11 I-1 I I-1 I I-1 I I -1I I-1 I I-1 I I-111-1 I I-111-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=111=1 I I-1 I I=1 I I=1 I I=1 I I=1I I=1 I I=1 I I=1=11= 1= 1= 1_ .. 1'-0" _ 12'-0" RAMP LENGTH .A\/1P SECTIO\ SCALE: N.T.S. REVISION BY r APPROVED DATE SYM REVISION BY APPROVED DATE -- OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 11.10.17 Q,BOE/NG o�- DRAWN ACCEPTABILITY L. McVay THIS DESIGN AND/OR SPECIFICATION IS APPROVED ENGINEER APPROVED BY DEPT. DATE D. Boileau CHECKED B. Leslie WALL SECTIO\ Ll7�'f l 6 H 1A451 DATE SUBTITLE 09.11.17 09.11.17 A506 RECEIVE, CITY OF 1'(KWILA NUV 15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 MISC SECTIONS AND DETAILS SIMPSON AC POST CAP PRESSURE TREATED 4X4 COLUMN — SEE B/A506 FOR COLUMN TO BEAM ROOF SECTION SIMPSON EPB POST BASE A506 REVIEWED FOR COMPLIANCE WITH NEPA 70 - NEC DEC 13 7f117 City of Tukwila BUILDIi11G DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 http:fiwww.sitts•hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474.9449 Project No.: 18002 Project Mgr.: BKL Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION SYMBOL DATE 34224 11.10.17 09.11.17 CHECKED B. Leslie 09.11.17 APPROVED APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A—DD/1-4 SHEET A506 JOB NO. DEV. CENTER, WA DWG ND. 34224 09-110—A506 COMP NO. SMCCARTHY: 8/16/2017 10:59:12 PM EXISTING METAL FLASHING - TO BE REINSTALLED L8x4x1/2x0'-8" LONG STEEL ANGLE CONNECTION AT EACH SIDE OF BEAM — RE—USE EXISTING IF PRACTICAL 2x BLOCKING TO BE REPLACED IN KIND NEW ROOF CURB INSTALLED DURING RE—ROOFING EXISTING/REPLACED ROOF DECK SHEATHING AS OCCURS — ROOF MEMBRANE NOT SHOWN E=0 0 EXISTING WINDOW TO - BE RE—INSTALLED GOOF 3EAN s 1 TO COLU V i EXISTING WOOD ROOF BEAM AND PURLINS TO REMAIN CONTRACTOR SHALL PROVIDE SHORING AS REQUIRED TO SUPPORT ROOF STRUCTURE DURING COLUMN REPLACEMENT REPLACE EXISTING 4 1/4x13" GLB COLUMN IN KIND—NOTCH AT TOP TO ACCOMMODATE ROOF BEAM DETAIL 1 SCALE: N.T.S. 6" METAL JOISTS PER PLANS AND DETAILS STUD BLOCKING AT 16" O.C. STEEL STUDWALL PER SCHEDULE AND GSN CEILI\G FRAN ING DETAIL ATTACH BLOCKING TO WALL TOP TRACK WITH (2) #12 SCREWS #12 SCREWS AT 6" DECK TO EDGE TRACK AND EDGE TRACK TO WALL TOP TRACK EDGE ATTACHMENT GYPSUM WALL BOARD AND FINISH PER PLANS 1A10IA507 5 SCALE: 1" = 1'-0" 1A2801A507 COLU EXISTING WINDOW TO BE RE—INSTALLED 2x TRIM AROUND — WINDOW TO BE REPLACED IN—KIND A a NEW 4 1/4x13" GLB COLUMN PROVIDE AND INSTALL SIMPSON A35 CLIP FROM COLUMN TO BASE/SILL PLATE, EACH SIDE OF COLUMN a d. SASE DETAIL EXISTING WOOD BASE/SILL PLATE TO REMAIN EXISTING CONCRETE FOUNDATION AS OCCURS SCALE: N.T.S. 3 5/8" STEEL STUD SOFFIT FRAMING 0 n O O (21 SOFFIT RAMI SCALE: N.T.S. 1A10 A507 #10 TEK SCREWS TOP AND BOTTOM 0 EXISTING GLUED—LAMINATED ROOF BEAM AS OCCURS 3 5/8" STEEL STUD TRACK — ATTACH TO BEAM WITH (2) #10 WOOD SCREWS AT 12" O.C. #10 TEK SCREW AT EACH SIDE OF TRACK SUSPENDED ACOUSTIC CEILING FIELD VERIFY ELEVATION COLD—FORMED STEEL LEDGER — SAME SIZE AS GAGE OF JOIST STUD WALL AND SHEATHING PER PLAN \G DETAIL ATTACH STUDS TOGETHER WITH (4) #10 SCREWS, EACH CONNECTION X31 CEILING 1A280 A507 SCALE: 1" 6" METAL JOISTS PER PLAN AND DETAILS STEEL STUDWALL PER SCHEDULE AND GSN FRAYING DETAIL #12 SCREWS ® 16" O.C. CONTINUOUS EDGE TRACK AROUND PERIMETER EDGE ATTACHMENT GYPSUM WALL BOARD AND FINISH PER PLANS 4 1,-0" ELl 0 'U b RECEIVE -.,D CITY OF TUKWILA NOV 15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER .10, 2017 1A2801A507 REVIEWED FOR COMPLIANCE WITH L. 70 - NEC DEC 13 2.017 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I PHONE: (253) 4749449 I http:l/www.sltts•hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 18002 Project Mgr.: BKL Pro j. Engineer: DCB Pro j. Drafter: LAM SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE -- OFFICE TENANT IMPROVEMENT 34224 SITTS BKL 11.10.17 gitBOE/NG' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED ENGINEER APPROVED BY DEPT. DATE D. Boileau DRAWN L. McVa DATE SUBTITLE 09.11.17 CHECKED B. Leslie 09.11.17 MISC SECTIONS AND DETAILS CURRENT REVISION SYMBOL 34224 DATE 11.10.17 09.11.17 CHECKED B. Leslie 09.11.17 APPROVED APPROVED TITLE ARCHITECTURAL OFFICE TENANT IMPROVEMENT BUILDING 09-110 A-DD/1-4 SHEET A507 JOB NO. DEV. CENTER, WA DWG NO. 34224 09-110-A507 COMP NO. 0 Densification Project\_Drawings\09- -099 SH Boe 9— is\ES\Projects\17\ 0 �n Pe) Nr rn SYM FROM SUB 71 FEEDER 71F2 IN BLDG. 9-101 ANNEX THRU MH -16 OUTDOOR 4"C-4#500kcmil + #2GND 9-110 BUILDING ELECTRICAL ROOM • BURIED SWBRD 17 400AT/800AF 800A,3PH,4W IN OLD SUB #17 SWITCHYARD IN 9-110 V 2 "C, 4#4/0 NOTE: 400A MCB, COORDINATION REQUIRED WITH D9. REPLACE MCB NEED RECONFIGURE PANEL. MORENA SANIDAD 08/22/2017 #6 THWN D9 400A MCB 400A,3PH,4W 2"C, 4#1/0, #8 GND TO GENERATOR FROM MH -20 (SEE SITE PLAN / TIFF FILES) W 2"C, 4#1/0 & 3—#12 CONTROL WIRES OOA/NF w 2"C, 4#1/0 & �` 3—#12 CONTROL WIRES 1 1/2"C, 3#4 1 1/2"C, 3#4 T -1 -r4) 37 1/2kVA 208Y/1 T-2 U,JJ 45 kVA 0 - ATS -19 150A E 2"C, 4#1/0, #8 GND E E E E PANEL XE 100A MCB 100A,3PH,4W TXE-1 3kVA, 1PH 277V:120V 1/2"C, 2#12+#12GND XE -1 XXA,1PH 1/2"C, 2#10 2—"C, 4#4/0, 1#4 GND LIGHTING, VAV & FAN COIL UNITS 9-110 OPEN OFFICES 2"C, 4#1/0, 1#6 GND REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE REFEED 9-110 FROM SUB 71 02.05.12 9-110 ONE—LINE DIAGRAM —RECONCILATION W5282161 M.SANIDAD M.SANIDAD 08.22.17 A 9-110 DENSIFICATION 34224 CASNE CEC 11.10.17 LEGEND D9 225A MCB 400A,3PH,4W A ELr1 O'?1b REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED OVED BY DEPT. DATE DRAWN D. OTTEN DATE 06.09.14 CHECKED ENGINEER D. OTTEN CHECKED SUBTITLE ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 ONE -LINE DIAGRAM 480V/277V PANELBOARD MCB — MAIN CIRCUIT BREAKER MLO — MAIN LUGS ONLY (NO MCB) 3PH — THREE PHASE 4W — 4 WIRE SYSTEM 208V/120V OR 240V/120V PANELBOARD MCB — MAIN CIRCUIT BREAKER MLO — MAIN LUGS ONLY (NO MCB) 1PH — SINGLE PHASE 3W — 3 WIRE SYSTEM GE\HAL OTES REFFE\ CE DRAWI\GS SEN OVAL \OTES DISCONNECT AND REMOVE 225A MAIN BREAKER FROM PANEL. DISCONNECT AND REMOVE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE FRO PANEL B10 TO 45KVA TRANSFORMER. REVIEWED FOR COMPLIANCE WITH NFPA 70 - NFC DEC 1 21117 City of Tukwila BUILDING DIVISION RECEIVE CITY OF ` L KWiLA NOV 15 2017 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB NO. 171-099 CURRENT REVISION 34224 SYMBOL A DATE 11.10.17 APPROVED APPROVED 06.09.14 ELECTRICAL MASTER 9-110 DENSIFICATION BUILDING 9-110 DEV. CENTER, WA SHEET E4R JOB NO. COMP NO. MGM 9-110-E4R I:\ES\Projects\17\171-099 SH Boe 9-110 Densification Project\_Drawings\09-110-1E10R.DWG 0 BB Fixtures shall be mounted to allow 14' hig clearance. Fixtures shall be mounted to allow 20 ft. high clearance IMIMIIIIWiA1111111111111/AWJ 111. II 11410111141111/A411111 iw.✓.Iwr..IOmI x x x x SYM MIp1111i a it=Nona IMP wow ow:ow= ELECTRICAL REVISION J—XX D9-1/10 BY APPROVED DATE SYM REVISION BY APPROVED DATE A EXTR: IR Signature Lab Relocation(installation) #190105-02&-03 Aisaka Aisaka 9/17/00 B RELOC. OS1 120706-02 HOWARD 10/29/02 C RELOC. OS1 120706-02 HOWARD 10/29/02 D 7E7 OFFICE SPACE 9-110 545840-00 SAMUELSON VAVREK 02.21.04 E 9-110 DENSIFICATION 34224 CASNE CEC 11.10.17 M'E17,1". 0 �L17 REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED VED BY DEPT. DATE DRAWN ROGER AISAKA CHECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE 9-5-00 E) SYN 30LS: REVIEWED FOR mNEC� . NFPA 70 DEC 13 7017 City of .Tukwila BUILDING DIVISION RECEIVED CITY OF T t KWILA ITV 15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 LIGHTING FLOOR PLAN GE\RAL \OTES CE\RAL OTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. 6.) LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 7.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. REVOVAL NOTES DISCONNECT AND REMOVE LIGHT FIXTURE. DISCONNECT AND REMOVE CONDUIT, CONDUCTORS AND ALL ANCILLARY HARDWARE. DISCONNECT AND REMOVE EXISTING EXIT SIGN. DISCONNECT AND REMOVE CONDUIT, CONDUCTORS AND ALL ANCILLARY HARDWARE. DISCONNECT AND REMOVE LIGHT SWITCH. DISCONNECT AND REMOVE CONDUIT, CONDUCTORS AND ALL ANCILLARY HARDWARE. DISCONNECT AND REMOVE PHOTOEYE FROM LOCATION AS SHOWN. DISCONNECT AND REMOVE OUTDOOR LIGHT FIXTURE. DISCONNECT AND REMOVE CONDUIT, CONDUCTORS, AND ALL ANCILLARY HARDWARE. DISCONNECT AND REMOVE ENTRYWAY LIGHT FIXTURE. DISCONNECT AND REMOVE CONDUIT, CONDUCTORS, AND ALL ANCILLARY HARDWARE. 8' 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNECOM JOB NO. 171-099 CURRENT REVISION SYMBOL 34224 E DATE 11.10.17 TITLE ELECTRICAL MASTER 9-110 DENSIFICATION BUILDING 9-110 COL. A-DD/1-4 SHEET IEIOR JOB NO. COMP NO. DWG NO. D.C. 9-110-1E10R METAL HALIDE, GE VERSABEAM LUMINARE 400 WATT, MULTI—TAP, WITH NEMA L7-15 PLUG GE # VBS-40—M—OA5EA (WITH # HCP277) 1 400 2' X 4' FLUOR. FIXTURE 3 LAMP a 2' X 4' FLUOR. FIXTURE 4 LAMP 1' X 4' FLUOR. FIXTURE 2 LAMP =Eb= ® PHOTO EYE CONTROLS OUTDOOR LIGHTS. LOCATED NORTHSIDE OF BUILDING, ON ENTRANCE ROOF. REVIEWED FOR mNEC� . NFPA 70 DEC 13 7017 City of .Tukwila BUILDING DIVISION RECEIVED CITY OF T t KWILA ITV 15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 LIGHTING FLOOR PLAN GE\RAL \OTES CE\RAL OTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. 6.) LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 7.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. REVOVAL NOTES DISCONNECT AND REMOVE LIGHT FIXTURE. DISCONNECT AND REMOVE CONDUIT, CONDUCTORS AND ALL ANCILLARY HARDWARE. DISCONNECT AND REMOVE EXISTING EXIT SIGN. DISCONNECT AND REMOVE CONDUIT, CONDUCTORS AND ALL ANCILLARY HARDWARE. DISCONNECT AND REMOVE LIGHT SWITCH. DISCONNECT AND REMOVE CONDUIT, CONDUCTORS AND ALL ANCILLARY HARDWARE. DISCONNECT AND REMOVE PHOTOEYE FROM LOCATION AS SHOWN. DISCONNECT AND REMOVE OUTDOOR LIGHT FIXTURE. DISCONNECT AND REMOVE CONDUIT, CONDUCTORS, AND ALL ANCILLARY HARDWARE. DISCONNECT AND REMOVE ENTRYWAY LIGHT FIXTURE. DISCONNECT AND REMOVE CONDUIT, CONDUCTORS, AND ALL ANCILLARY HARDWARE. 8' 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNECOM JOB NO. 171-099 CURRENT REVISION SYMBOL 34224 E DATE 11.10.17 TITLE ELECTRICAL MASTER 9-110 DENSIFICATION BUILDING 9-110 COL. A-DD/1-4 SHEET IEIOR JOB NO. COMP NO. DWG NO. D.C. 9-110-1E10R O co w 71-099 SH Boe 9-110 Densification Project\_Drawings\09— CD SYM door motor 1/3 hp, C4/40 ®CDOO `R) Safety Outlet Enclosure raintite protection while in—use. TayMac #20510 or equal. REVISION GFI WP PROJ. 7A -f B10/15 DEAD 21 (2) LV FMRS1 C4/32,34,40 (2) LV FMRS ■ ■"IF E4 25 60A ,i01)t1'1A 0 ��= I� � 1�1 P7. i.utt.c71147r door bell 1 1 bell located 4 places i o BY APPROVED C4/37,39,41 4#4, 1 1 /4"emt B10/32,34,36 4#4, 1 1 /4"emt 21b GFI WP C4/19a C4/11 11 1 B10 8,10 C4/19a,21 b,23c INI 7111 II 610i) AIM 4,2: ,28,30 a ., 810/6 610/29,31 29 Secunty Eqipment 8§s 20 810/7 26a Clos 810/31 22 1/ \ C4/35 3/4"C-3#12 z CL 0 co HAND HOLE FOR NETWORK SERVICE TO TURNSTILE SEE DWG 9—YD—E30 DATE SYM 3/4" RSC -3#12 APPROX 18 DEEP HAND HOLE FOR 120V SERVICE TO TURNSTILE SEE DWG 9—YD—E30 REVISION BY APPROVED DATE J INSTL NEW PWR AS REQUESTED 1001673119 VAVREK VAVREK 05.24.05 E RELOC OS1 120706-02 HOWARD 10/28/02 K INSTALL PWR FOR CEILING PROJECTOR 115566998 VAVREK VAVREK 02.15.11 F RELOC OS1 120706-02 HOWARD 10/28/02 a) L RELOCATE BR&T STORAGE J#20863-10 EISI VAVREK 12.15.13 G MODIFY DOORBELLS 1000598568 VAVREK MORVICE 03/05/03 M 9-110 DENSIFICATION 34224 CASNE CEC 11.10.17 H 7E7 OFFICE SPACE 545840-00 SAMUELSON VAVREK 02.21.04 DED PWR TO SEC EQUIP W DR & DATA RM 545680-02 ESBROOK VAVREK 05.28.04 PLAN SCALE: 1/8" = 1'—O" Q� BOE/NG° o'— ELr7 O1b REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED OVED BY DEPT. DATE DRAWN ROGER AISAKA CHECKED ENGINEER DATE 8/30/00 SUBTITLE LEGE\D: 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE 2OA 20A, 125V, 1 PHASE DUPLEX RECEPTACLE I'C`0ED 15A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) 4* 15A, 125V, 1 PHASE, 4—PLEX RECEPTACLE, DROP /11430A0A 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE, DROP 30A, 208V, 1 PHASE, TWISTLOCK RECEPTACLE 30A 30A 60amp D X/NF 30A, 120/208V, 3 PHASE RECEPTACLE 60A, 120/208V, 3 PHASE RECEPTACLE SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN DISCONNECT SWITCH, NON—FUSED, XX AMPERES MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL 115V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) SYSTEMS FURNITURE PANEL TO CEILING POLE GE\HAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7.) LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. v10VAL \OTES: DISCONNECT AND REMOVE RECEPTACLE. REMOVE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE PANEL DISCONNECT AND REMOVE POWER POLE. REMOVE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE DISCONNECT AND REMOVE 3—PHASE RECEPTACLE. REMOVE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE DISCONNECT AND REMOVE TWISTLOCK RECEPTACLE. REMOVE CONDUIT CONDUCTORS AND ANCILLARY HARDWARE DISCONNECT AND REMOVE POWER TO DATA CLOSET. DATA CLOSET TO REMAIN IN OPERATION DURING CONSTRUCTION OF NEW DATA CLOSET. PROVIDE TEMPORARY POWER, IE. GENERATOR, TO CIRCUITS IN EXISTING DATA CLOSET IF NEEDED DISCONNECT AND REMOVE POWER TO 1 /10HP AIR CONDITIONING UNIT AND CONDENSER ON ROOF. REMOVE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK -T0-. SOUR E PANEL RECEIVED CITY OF T UKWILA NOV 15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 120/208 VAC PLAN COMPLIANCE WITH NFPA 70 - NEC DEC 13 2017 City of Tukwila BUILDING DIVISION 8' 4' 0 4' 8' 16' —tea■ -=� SCALE: 1 /8"=1'-0" CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM CURRENT REVISION SYMBOL 34224 V JOB NO. 171-099 DATE 11.10.17 ROGER ASIAKA CHECKED APPROVED JOHN J. VAVREK APPROVED 8/30/00 08/30/00 TITLE ELECTRICAL MASTER 9-110 DENSIFICATION BUILDING 9-110 COL. A—DD/1-4 D.0 SHEET IE6OR JOB NO. COMP N0. DWG NO. 9-110-1 E6OR I:\ES\Projects\17\171-099 SH Boe 9-110 Densification Project\_Drawings\09-110-1E410R.dwg SYM REVISION u n LI U J AY////////////////////////////////7 BY APPROVED DATE SYM REVISION L r BY APPROVED DATE L 0 0 0 B V V H H V L 1 CI A REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED OVED BY DEPT. DRAWN H. GIL CHECKED DATE SUBTITLE 10.31.17 ENGINEER DATE B.PANGAN LEGEND: GE\RAL \OTES: REMOVAL \OTES DISCONNECT CABLES AND WIRES FROM DATA CLOSET AND PULL BACK TO JUNCTION BOX NEAR TURNSTILE. DISCONNECT AND REMOVE CONDUIT FROM JUNCTION BOX BACK TO DATA CLOSET. RECEIVED CITY OF TU KW LA NOV 15 2017 PERMIT CENTER ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 CHECKED APPROVED APPROVED TITLE 10.31.17 ELECTRICAL MASTER NETWORK PLAN 9-110 DESENTIFICATION REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC DEC 13 2017 City of Tukwila BUILDING DIVISION 8' 4' 0 4' 8' 16' MI..�_� 11111 SCALE: 1 /8"=1'-0" CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE .38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNECOM JOB NO. 171-099 CURRENT REVISION SYMBOL 34224 DATE 11.10.17 BUILDING 9-110 COL. A-DD/1-4 SHEET IE4IOR JOB NO. COMP NO. DWG NO. D.C. 9-110-1 E410R I:\ES\Projects\17\171-099 SH Boe 9-110 Densification Project\_Drawings\09-110—E4.dwg SYM FROM SUB 71 FEEDER 71F2 IN BLDG. 9-101 ANNEX THRU MH -16 OUTDOOR 4"C-4#500kcmi1 + #2GND • BURIED IN OLD SUB #17 SWITCHYARD SWBRD 17 400AT/800AF 800A,3PH,4W 225A � '-- V b 2 i"C, 4#4/0 tz--- TO GENERATOR FROM MH -20 (SEE SITE PLAN / TIFF FILES) 2"C, 4#1/0 & 3—#12 CONTROL WIRES 9-110 BUILDING ELECTRICAL ROOM IN 9-110 D9 400A MCB 400A,3PH,4W #6 THWN 2"C, 4#1/0, #8 GND 100A/NF w 2"C, 4#1/0 & 0 3—#12 CONTROL WIRES oJ 1 1/2"C, 3#4 1 1/2"C, 3#4 ATS -19 150A T-2 E E 2"C, 4#1/0, #8 GND E E E E // PANEL XE 100A MCB 100A,3PH,4W m TXE-1 3kVA, 1PH 277V:120V 1/2"c, 2#10 1/2"C, 2#12+#12GND XE -1 XXA,1 PH 2-"C, 4#4/0, 1#4 GND D9-1 150A MCB 225A,3PH,4W LIGHTING, VAV & FAN COIL UNITS 9-110 OPEN OFFICES 2"C, 4#1/0, 1#6 GND C4 125A MCB 150A,3PH,4W REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE REFEED 9-110 FROM SUB 71 02.05.12 — 9-110 ONE—UNE DIAGRAM —RECONCILATION W5282161 M.SANIDAD M.SANIDAD 08.22.17 A 9-110 DENSIFICATION 34224 CASNE CEC 11.10.17 Q� BOE/H G�- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED OVED BY DRAWN D. OTTEN CHECKED DATE SUBTITLE 06.09.14 LEGEND D9 225A MCB 400A,3PH,4W XE -1 125A MLO 125A,1 PH,3W ELr7 Oi1b ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 ONE -LINE DIAGRAM 480V/277V PANELBOARD MCB — MAIN CIRCUIT BREAKER MLO — MAIN LUGS ONLY (NO MCB) 3PH — THREE PHASE 4W — 4 WIRE SYSTEM 208V/120V OR 240V/120V PANELBOARD MCB — MAIN CIRCUIT BREAKER MLO — MAIN LUGS ONLY (NO MCB) 1PH — SINGLE PHASE 3W — 3 WIRE SYSTEM GE\ E SAL \OTES EFEK\CE DRAWINGS CO\STRUCTIO\ NOTES PROVIDE AND INSTALL 125A MAIN BREAKER IN EXISTIN PANEL C4. MATCH EXISTING BREAKER TYPE AND AIC RATING PROVIDE AND INSTALL 150A, 42 CIRCUIT, 120/208V, FLUSHED MOUNTED I—LINE SQUARE D PANEL WITH A 125A MAIN CIRCUIT BREAKER. PROVIDE AND INSTALL CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE FROM EXISTING 45KVA TRANSFORMER TO NEW PANEL. INSTALL OWNER FURNISHED LIGHTING CONTROL PANEL. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE. PROVIDE AND INSTALL MAIN LUG KIT TO PANEL B10. PROVIDE CONDUIT, CONDUCTORS, AND ANCILLARY HARDWARE FROM A 60A CIRCUIT BREAKER TO EXISTIN PANEL B10. REVIEWED FOR COMPLIANCE WITH NFPA70 - NEC DEC 13 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF li U i' WILA NOV 15 2011 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 171-099 CURRENT REVISION SYMBOL 34224 DATE A 11.10.17 ENGINEER DEPT. DATE D. OTTEN CHECKED APPROVED APPROVED 06.09.14 TITLE ELECTRICAL MASTER 9-110 DENSIFICATON BUILDING 9-110 SHEET E4 JOB NO. COMP NO. DEV. CENTER, WA DWG NO. 9-110-E4 0 W 0 0 Densification Project\_Drawings 71-099 SH Boe 9— Co 0 a) 0 0 w cn 0 Fixtures shall be mounted to allow 20 ft. high clearance (6 TYP) onmEen-nalinimm ..i �1111111111MS" VPAM4 err MITA■. 2rEZEIE /M' :=a IIMMIMEN1111I 11611631=51310 111111111111111N /1/%%15ii0miZ1imm ■ 111' 111MMT:9 • RC3 2 O _�; TAIME��.��.NIN ,,! ONFE l ! `i�� • II wimaimmummmiesliameimuivissaturapam iC��/!� � !!' �1I' L■ : : �111111111N lii�ilf �li�ifllii'' f11�i O .Im. 11 arocrn') 1�1�-��CI■ 11 R3 / r� P3�■■■1■�/�11 M.ti�;;�%R n RC 1 / - riumE O ©. ■■■111■II NM '. M ■1111101111111111pr.0.11014=IWO =MI 71El HIIEMENINEEMIMPan",o I ;�� aT ,l I EI `/j�i�R7 R7 ►'�iiC ,.1�� ►i��'1V;1 71'1. �r A� 7 ��I� -�!• II ,��S►II� i'NEn n,Piri.i� lattrankm1141112 EMWUE UM (0 rim lir* on= wilwadir lalf 11111111111111 111/4 MI RN gum TAIr igh ° I ratilltEr" I\\!, �i1 Q�' mgar MIKAN ��._..��L�f■1 I . ��1 1► . - 1■L.�..,JI r■i.. �■ StairVinni"4111 jimmor R9 I —I- — R7 R7 I�■L.■�.r��!�■��1V./� R4 ■ 1� O Q /��(� R7 " fit:. � R7 � _'`.I` , :i ..' , � �r�� `4-1 X28 VI►� o ■►/■I o )1 ..I , :: _fir' L i11I1�i ■■■ 1 �1�I I►. '6 A1, -►42 oc� ■ n 111/21N1 R7R7 R7�'� �� R �. RAE/ 1 �� •O IIIII■„I. x x x ELECTRICAL kic) CO\STUCTIO J -XX 1�1 1N3-1 -1N3-1 C4-1/30 VIA ILCP-1N3-1/R5 \OTES: PROVIDE AND INSTALL 2'X4' LED RECESSED DOWNLIGHT FIXTURE. PROVIDE AND INSTALL SURFACE MOUNTED LED DOWNLIGHT FIXTURE. PROVIDE CONNECTION FROM EXISTING EXIT SIGN TO EMERGENCY CIRCUIT FROM EXISTING JUNCTION BOX AS SHOWN. PROVIDE AND INSTALL 1'X1' SURFACE MOUNTED OUTDOOR LED DOWNLIGHT FIXTURE. PROVIDE AND INSTALL 18" SURFACE MOUNTED VANITY LED LIGHT FIXTURE ABOVE MIRROR. 6 PROVIDE AND INSTALL LED EXIT SIGN IN CEILING TILE IN LOCATION AS SHOWN. SYM A B C 0) D E REVISION EXTR: IR Signature Lab Relocation(installation RELOC. OS1 120706-02 RELOC. OS1 120706-02 7E7 OFFICE SPACE 9-110 9-110 DENSIFICATION BY #190105-02&-03 Aisaka HOWARD HOWARD 545840-00 SAMUELSON CASNE 34224 PROVIDE AND INSTALL OUTDOOR LIGHT ABOVE DOOR. BUILT-IN PHOTOCELL TO BE USED FOR DAWN/DUSK SWITCHING. PROVIDE AND INSTALL 1'X1' SURFACE MOUNTED LED DOWNLIGHT FIXTURE. PROVIDE AND INSTALL WALL MOUNTED LINE VOLTAGE OCCUPANCY SENSOR SWITCH. PROVIDE AND INSTALL GE LIGHTSWEEP SWITCH. ALL SWITCHES TO BE CONNECTED DAISY -CHAINED WITH CAT5 CABLE BACK TO GE LIGHTSWEEP PANEL. PROVIDE AND INSTALL EMERGENCY LIGHTING CONTROL RELAY IN LOCATION AS SHOWN. WIRE TO FIXTURE PER DIAGRAM ON SHEET E502 WITH EMERGENCY POWER AND SWITCHED NORMAL POWER. APPROVED Aisaka VAVREK CEC DATE 9/17/00 10/29/02 10/29/02 02.21.04 11.10.17 SYM REVISION FLOC) SCALE: 1 /8"= 1'-0" P LA\ PROVIDE AND INSTALL OCCUPANCY SENSOR IN CEILING TILE IN LOCATION AS SHOWN. PROVIDE AND INSTALL DAYLIGHT SENSOR IN CEILING TILE IN LOCATION AS SHOWN. INSTALL GE LIGHTSWEEP LIGHTING CONTROL PANEL SURFACE MOUNTED IN LOCATION AS SHOWN. PANEL PROVIDED BY BOEING. BACNET MODULE PROVIDED BY CONTRACTOR. SEE SHEET E502 FOR DETAILS. PROVIDE CONDUIT, CONDUCTORS, AND ALL ANCILLARY HARDWARE. PROVIDE AND INSTALL LOW VOLTAGE WIRING FOR GE LIGHTSWEEP CONTROL. SEE SHEET E502 FOR TYPICAL WIRING DIAGRAM. BY APPROVED DATE PROVIDE CONDUCTORS TO LIGHTING AND LIGHTING CONTROL DEVICES. PROVIDE CONDUIT AND ANCILLARY HARDWARE AS NEEDED. PROVIDE AND INSTALL RECESSED LED DOWNLIGHT FIXTURE. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, AND ALL ANCILLARY HARDWARE TO CONNECT TO WATTSTOPPER ROOM CONTROLLER. PROVIDE AND INSTALL WATTSTOPPER DIMMING LIGHT SWITCH. PROVIDE AND INSTALL WATTSTOPPER OCCUPANCY SENSOR. Q�BOE/NC PROVIDE WATTSTOPPER ROOM CONTROLLER, CONTROL DEVICES, AND WIRING. PROVIDE INITIAL SET-UP AND TESTING OF SYSTEM. SEE SHEET E502 FOR DETAILS. CONTACT MAURICE DUNN (206-271-0100) FOR SET-UP AND TESTING SUPPORT. 2 PROVIDE PLENUM RATED CAT5E CABLE BETWEEN LIGHTING CONTROL DEVICES. PROVIDE AND INSTALL STANDALONE PHOTOCELL IN LOCATION AS SHOWN AND WIRE TO FIXTURE AS SHOWN. MOUNT ON ENTRYWAY ROOF. PROVIDE CONDUIT, CONDUCTORS, AND ALL ANCILLARY HARDWARE. PROVIDE AND INSTALL LOW VOLTAGE WIRING FOR DIMMING CONTROL. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED • P — ' VED BY DEPT. DATE DRAWN ROGER AISAKA DATE 9-5-00 CHECKED ENGINEER CHECKED SUBTITLE oar REVIEWED FOR COMPLIANCE WITH NFPA70-NEC FIXTURE SCHEDULE: TYPE DESCRIPTION LAMPS MOUNTING SYMBOL A FINELITE #HPRLED-EP-A-2x4- DCO -B -835 -120V -SC -C1 LED 40W 4000K RECESSED C7 40 B LITHONIA #ZL1 N -L48- 5000LM-FST-MVOLT-40K- 80CRI-WH LED 42W 4000K SURFACE 42 1 t} e C ' LITHONIA #VRC-LED-1- 50K-MVOLT LED 41W 5000K SURFACE 0 41 ............. D ' WAC LIGHTING #WS -77618 --AL LED 15.5W 3500K SURFACE 16 MULE LIGHTING EXIT SIGN #ELX-2-A-RC-R-BA LED 4W RECESSED F LITHONIA #OLW14 LED 18W 5000K SURFACE .6. 18 G WAC LIGHTING #FM -W2510 -BZ LED 30W 3000K SURFACE ■ 30 BEVELED #3021-61-S-10- LRTD4-9016-C3-40K5-50- NC -120V LED 16W RECESSED 16 Q METAL HALIDE, MULTI -TAP, WITH NEMA L7-15 PLUG #VBS-40-M-OA5EA WITH #HCP277 400W SURFACE 400 © 1' X 4' FLUOR. FIXTURE 2 LAMP HANGING C•= — ED>. $OS RC LEGE \D: WALL MOUNTED OCCUPANCY SENSOR SWITCH, LINE VOLTAGE. GE #WDT-10-SR-G-D PROGRAMMABLE LIGHTSWEEP TOUCH SWITCH. GE #CLCSWT8 CEILING MOUNTED OCCUPANCY SENSOR GE #CDT -20-360-R CEILING MOUNTED DAYLIGHT SENSOR WATTSTOPPER #LMLS-500 WALL MOUNTED DIMMING SWITCH WATTSTOPPER #LMDM-101 CEILING MOUNTED OCCUPANCY SENSOR WATTSTOPPER #LMDC-100 ROOF MOUNTED STANDALONE PHOTOCELL INTERMATIC #EK4536 EMERGENCY LIGHTING RELAY LSI INDUSTRIES #ELCR-6A-010D. WIRING DIAGRAM ON SHEET 9-110-E502. DIGITAL LIGHTING ROOM CONTROLLER WATTSTOPPER #LMRC-212. SEE DETAIL 2 ON SHEET 9-110-E502. GE LIGHTSWEEP LIGHTING CONTROL PANEL. SEE DETAILS ON SHEET 9-110-E502. DEC 13 2017 City of.Tukwila BUILDING DIVISION RECEIVED CITY OF TU .WILA NOV 15 2017 PERMIT CENTER 8' 4' 0 4' 8' 1 6' SCALE: 1 /8"=1'-0" GE\RAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE LEFT BUS IN PANEL) BLACK BROWN "B" PHASE CENTER BUS IN PANEL) RED ORANGE "C" PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. 6.) LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 7.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION 8.) ALL GE LIGHTSWEEP SWITCHES SHALL BE DAISY -CHAINED USING CAT5 CABLE AND CONNECTED TO LIGHTING CONTROL PANEL. 9.) EACH OCCUPANCY SENSOR IS TO CONTROL ALL THE LIGHTING IN THE ROOM IN WHICH IT IS LOCATED. 10.) DAYLIGHT DIMMING ZONES AS FOLLOWS: -PRIMARY ZONE (4 FIXTURES IN FRONT OF NORTH WINDOW) CONTROLLED BY RC3/1 -SECONDARY ZONE (4 FIXTURES SECOND FROM NORTH WINDOW) CONTROLLED BY RC3/2 ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 LIGHTING FLOOR PLAN CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 171-099 CURRENT REVISION 34224 SYMBOL E DATE 11.10.17 APPROVED APPROVED TITLE ELECTRICAL MASTER 9-110 DENSIFICATION BUILDING 9-110 COL. A-DD/1-4 D.C. SHEET 1E10 JOB NO. COMP NO. DWG NO. 9-110-1E10 I:\ES\Projects\17\171-099 SH Boe 9-110 Densification Project\_Drawings\09-110-1E60.dwg 02. TANBERG door motor 1/3 hp, C4/40 Safety Outlet Enclosure raintite protection while in -use. TayMa^ B10/15 DEAD 11 DEAD 10 11 15 WP TABLE ) LV X -MRS 2,34,40 DELTA tax6o C4/25a C4/33b B1 4 C4/5,6,7, 1 "C,(8)#12,#12G (2) LV X ,8,18,38 4/21 or bell places 3 1 PNL C4-1 3 1 C4/37,39,41 4#4, 1 1 /4"emt B10/32,34,36 4#4, 1 1/4"emt 21b GFI WP C4/19a C4/11 H C4/1,3, TO'NLB1 3/4"C, (8) 0/1,1 12, # B10/29, C4/2,4,6 1 "C,(8)#12,#12G 18 (2)#12, #12 GND C4/12,14,16 3 4"C 6;12 x x x x SYM 12, #12 GND CONDENSATE PUMP RECEPT:OVE LIN 1 ELECTRICAL ELEC CLOS REVISION J -XX PNL C4 " 2"C, 3#2/0,1# 2"C,3#2/a BY APPROVED HAND HOLE FOR NETWORK SERVICE TO TURNSTILE SEE DWG 9 -YD -E30 DATE SYM C4/35 3/4"C-3#12 3/4" RSC -3#12 APPROX 18 DEEP PNL C4 "IMC,4 1 /0,1 #6GND 3P/12 A C.B. 2"FLEX,4#1 /0,1 #6GND 37.5KVA HAND HOLE FOR 120V SERVICE TO TURNSTILE SEE DWG 9 -YD -E30 REVISION BY APPROVED DATE J INSTL NEW PWR AS REQUESTED 1001673119 VAVREK VAVREK 05.24.05 E RELOC OS1 120706-02 HOWARD 10/28/02 K INSTALL PWR FOR CEILING PROJECTOR 115566998 VAVREK VAVREK 02.15.11 F RELOC OS1 120706-02 HOWARD 10/28/02 L RELOCATE BR&T STORAGE J#20863-10 EISI VAVREK 12.15.13 G MODIFY DOORBELLS 1000598568 VAVREK MORVICE 03/05/03 M 9-110 DESENTIFICATION 34224 CASNE CEC 11.10.17 H 7E7 OFFICE SPACE 545840-00 SAMUELSON VAVREK 02.21.04 DED PWR TO SEC EQUIP W DR & DATA RM 545680-02 ESBROOK VAVREK 05.28.04 ELfl ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE LEGE D. 20A, 125V, 1 PHASE, CEILING MOUNTED 20A 20A, 125V, 1 PHASE DUPLEX RECEPTACLE 13:DIED 15A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) 0* 'OE 15A, 125V, 1 PHASE, 4-PLEX RECEPTACLE, DROP 30A 30A 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE, DROP 30A, 208V, 1 PHASE, TWISTLOCK RECEPTACLE 11.181-A O 30A 13D60arr p D /NF 123-1 63 30A, 120/208V, 3 PHASE RECEPTACLE 60A, 120/208V, 3 PHASE RECEPTACLE SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN DISCONNECT SWITCH, NON-FUSED, XX AMPERES MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL 115V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) SYSTEMS FURNITURE PANEL POWER/DATA POLE DUAL CHANNEL CE\EAL \OTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V REVIEWEDFOR COMPLIANCE WITH NFPA 70 d NEC DEC 13 2017 City of Tukwila BUILDING DIVISION PROVIDE AND INSTALL GFCI RECEPTACLE IN LOCATION AS SHOWN. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE FROM AUTOMATIC FLUSH URINAL TO SOURCE PANEL. 1> PROVIDE AND INSTALL DUPLEX RECEPTACLE IN LOCATION AS SHOWN. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE PANEL oqtk, DRAWN ROGER AISAKA CHECKED ENGINEER ROGER ASIAKA CHE KED PROVIDE AND INSTALL POWER TO RECEPTACLES IN KITCHEN. SEE 9-110-E501 FOR MORE DETAILS DATE SUBTITLE 8/30/00 "A" PHASE "B" PHASE "C" PHASE NEUTRAL EQUIPMENT LEFT BUS IN PANEL) BLACK BROWN CENTER BUS IN PANEL) RED ORANGE RIGHT BUS IN PANEL) BLUE YELLOW WHITE GRAY GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7.) LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CO\ S-RUCTIO\ \OYES RECEIVED CITY OF T UKW€LA NOV 15 Nil PERMIT C ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 8 30 00 APPROVED JOHN J. VAVREK 08/30/00 APPROVED TITLE ELECTRICAL MASTER 120/208Y VOLT PLAN 9-110 DESENTIFICATION PROVIDE AND INSTALL 20A, 3 POLE, 4 -WIRE LOCKING RECEPTACLE. PROVIDE AND INSTALL CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE. ROUTE CONDUIT THROUGH CEILING TILE TO SOURCE PANEL PROVIDE AND INSTALL FLUSH MOUNTED, 20A QUADPLEX RECEPTACLE ON WALL IN LOCATION AS SHOWN. ROUTE CONDUIT THROUGH CEILING TILE BACK TO SOURCE PANEL . PROVIDE CONDUIT CONDUCTORS AND ANCILLARY HARDWARE. PROVIDE AND INSTALL FLUSH MOUNTED DUPLEX RECEPTACLE ON CEILING TILE FOR OVERHEAD PROJECTOR. BOEING TO PROVIDE PROJECTOR AND MOUNTING HARDWARE. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL POWER POLE TO PROVIDE POWER TO SYSTEMS FURNITURE. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL 150A, 42 CIRCUIT, 120/208V, FLUSHED MOUNTED I -LINE SQUARE D PANEL WITH A 125A MAIN CIRCUIT BREAKER IN LOCATION AS SHOWN. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE FROM 45KVA TRANSFORMER TO PANEL. ROUTE CONDUIT ABOVE DROPPED CEILING. PROVIDE AND INSTALL COMBINATION POWER/DATA POLE TO PROVIDE POWER TO PRINTER. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE ROUTED OVER CEILING TILE. BACK TO SOURCE PANEL. PROVIDE AND INSTALL CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE FROM PANEL C4-1 TO PANEL B-10. ROUTE CONDUIT ABOVE DROPPED CEILING TO SOURCE PANEL. REPLACE 60A, 3 -POLE BREAKER WITH (3) 20A, SINGLE POLE BREAKERS. MATCH EXISTING TYPE AND AIC RATING. 8' 4' 0 4' 8' 16' 1111111111:1111111111:!E ■ SCALE: 1/8"=1'-0" CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB NO. 171-099 CURRENT REVISION SYMBOL 34224 M DATE 11.10.17 BUILDING 9-110 COL A-DD/1-4 SHEET 1 E60 JOB NO. COMP NO. DWG NO. D.C. 9-110-1E60 MS /MS MS door motor 1/3 hp, C4/40 Safety Outlet Enclosure raintite protection while in -use. TayMa^ B10/15 DEAD 11 DEAD 10 11 15 WP TABLE ) LV X -MRS 2,34,40 DELTA tax6o C4/25a C4/33b B1 4 C4/5,6,7, 1 "C,(8)#12,#12G (2) LV X ,8,18,38 4/21 or bell places 3 1 PNL C4-1 3 1 C4/37,39,41 4#4, 1 1 /4"emt B10/32,34,36 4#4, 1 1/4"emt 21b GFI WP C4/19a C4/11 H C4/1,3, TO'NLB1 3/4"C, (8) 0/1,1 12, # B10/29, C4/2,4,6 1 "C,(8)#12,#12G 18 (2)#12, #12 GND C4/12,14,16 3 4"C 6;12 x x x x SYM 12, #12 GND CONDENSATE PUMP RECEPT:OVE LIN 1 ELECTRICAL ELEC CLOS REVISION J -XX PNL C4 " 2"C, 3#2/0,1# 2"C,3#2/a BY APPROVED HAND HOLE FOR NETWORK SERVICE TO TURNSTILE SEE DWG 9 -YD -E30 DATE SYM C4/35 3/4"C-3#12 3/4" RSC -3#12 APPROX 18 DEEP PNL C4 "IMC,4 1 /0,1 #6GND 3P/12 A C.B. 2"FLEX,4#1 /0,1 #6GND 37.5KVA HAND HOLE FOR 120V SERVICE TO TURNSTILE SEE DWG 9 -YD -E30 REVISION BY APPROVED DATE J INSTL NEW PWR AS REQUESTED 1001673119 VAVREK VAVREK 05.24.05 E RELOC OS1 120706-02 HOWARD 10/28/02 K INSTALL PWR FOR CEILING PROJECTOR 115566998 VAVREK VAVREK 02.15.11 F RELOC OS1 120706-02 HOWARD 10/28/02 L RELOCATE BR&T STORAGE J#20863-10 EISI VAVREK 12.15.13 G MODIFY DOORBELLS 1000598568 VAVREK MORVICE 03/05/03 M 9-110 DESENTIFICATION 34224 CASNE CEC 11.10.17 H 7E7 OFFICE SPACE 545840-00 SAMUELSON VAVREK 02.21.04 DED PWR TO SEC EQUIP W DR & DATA RM 545680-02 ESBROOK VAVREK 05.28.04 ELfl ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE LEGE D. 20A, 125V, 1 PHASE, CEILING MOUNTED 20A 20A, 125V, 1 PHASE DUPLEX RECEPTACLE 13:DIED 15A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) 0* 'OE 15A, 125V, 1 PHASE, 4-PLEX RECEPTACLE, DROP 30A 30A 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE, DROP 30A, 208V, 1 PHASE, TWISTLOCK RECEPTACLE 11.181-A O 30A 13D60arr p D /NF 123-1 63 30A, 120/208V, 3 PHASE RECEPTACLE 60A, 120/208V, 3 PHASE RECEPTACLE SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN DISCONNECT SWITCH, NON-FUSED, XX AMPERES MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL 115V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) SYSTEMS FURNITURE PANEL POWER/DATA POLE DUAL CHANNEL CE\EAL \OTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V REVIEWEDFOR COMPLIANCE WITH NFPA 70 d NEC DEC 13 2017 City of Tukwila BUILDING DIVISION PROVIDE AND INSTALL GFCI RECEPTACLE IN LOCATION AS SHOWN. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE FROM AUTOMATIC FLUSH URINAL TO SOURCE PANEL. 1> PROVIDE AND INSTALL DUPLEX RECEPTACLE IN LOCATION AS SHOWN. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE PANEL oqtk, DRAWN ROGER AISAKA CHECKED ENGINEER ROGER ASIAKA CHE KED PROVIDE AND INSTALL POWER TO RECEPTACLES IN KITCHEN. SEE 9-110-E501 FOR MORE DETAILS DATE SUBTITLE 8/30/00 "A" PHASE "B" PHASE "C" PHASE NEUTRAL EQUIPMENT LEFT BUS IN PANEL) BLACK BROWN CENTER BUS IN PANEL) RED ORANGE RIGHT BUS IN PANEL) BLUE YELLOW WHITE GRAY GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7.) LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CO\ S-RUCTIO\ \OYES RECEIVED CITY OF T UKW€LA NOV 15 Nil PERMIT C ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 8 30 00 APPROVED JOHN J. VAVREK 08/30/00 APPROVED TITLE ELECTRICAL MASTER 120/208Y VOLT PLAN 9-110 DESENTIFICATION PROVIDE AND INSTALL 20A, 3 POLE, 4 -WIRE LOCKING RECEPTACLE. PROVIDE AND INSTALL CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE. ROUTE CONDUIT THROUGH CEILING TILE TO SOURCE PANEL PROVIDE AND INSTALL FLUSH MOUNTED, 20A QUADPLEX RECEPTACLE ON WALL IN LOCATION AS SHOWN. ROUTE CONDUIT THROUGH CEILING TILE BACK TO SOURCE PANEL . PROVIDE CONDUIT CONDUCTORS AND ANCILLARY HARDWARE. PROVIDE AND INSTALL FLUSH MOUNTED DUPLEX RECEPTACLE ON CEILING TILE FOR OVERHEAD PROJECTOR. BOEING TO PROVIDE PROJECTOR AND MOUNTING HARDWARE. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL POWER POLE TO PROVIDE POWER TO SYSTEMS FURNITURE. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL 150A, 42 CIRCUIT, 120/208V, FLUSHED MOUNTED I -LINE SQUARE D PANEL WITH A 125A MAIN CIRCUIT BREAKER IN LOCATION AS SHOWN. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE FROM 45KVA TRANSFORMER TO PANEL. ROUTE CONDUIT ABOVE DROPPED CEILING. PROVIDE AND INSTALL COMBINATION POWER/DATA POLE TO PROVIDE POWER TO PRINTER. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE ROUTED OVER CEILING TILE. BACK TO SOURCE PANEL. PROVIDE AND INSTALL CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE FROM PANEL C4-1 TO PANEL B-10. ROUTE CONDUIT ABOVE DROPPED CEILING TO SOURCE PANEL. REPLACE 60A, 3 -POLE BREAKER WITH (3) 20A, SINGLE POLE BREAKERS. MATCH EXISTING TYPE AND AIC RATING. 8' 4' 0 4' 8' 16' 1111111111:1111111111:!E ■ SCALE: 1/8"=1'-0" CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE COM JOB NO. 171-099 CURRENT REVISION SYMBOL 34224 M DATE 11.10.17 BUILDING 9-110 COL A-DD/1-4 SHEET 1 E60 JOB NO. COMP NO. DWG NO. D.C. 9-110-1E60 I:\ES\Projects\17\171-099 SH Boe 9-110 Densification Project\_Drawings\09-110-1E410.dwg C) C) rn SYM ...000....� PROJECTION SCREEN ICK -4 74%36 PODIUM TANBERG (TABLE TAB tam ELECTRICAL REVISION J—XX MS MS MS DATA PULL BOX BENCH 36X72 ■mommommemmom■ ■Iumm■mmumm■ mu■_____ ____■■mummommo■■mommiimmImmum■um■ III ■ PCTABLE EXIS ING 12" CABLE TRAY 0 0 DATA CLOS 3) 3/4" C,O, BY APPROVED DATE SYM REVISION BY APPROVED DATE cn Q� BOE/N �r- ACCEPTABILITY This DESIGN AND/OR SPECIFICATION IS APPROVED• ENGINEER VED BY DEPT. DATE B.PANGAN C ECKED DRAWN H. GIL CHECKED 2 1 E4101E5>X LEGE \D: GE\RAL \CTES: CO I\ \OTES RE-ROUTE NETWORK PATHWAY FROM PREVIOUSLY DEMOLISHED DATA CLOSET TO NEW DATA CLOSET. PROVIDE AND INSTALL CONDUIT FROM EXISTING PULL BOX NEAR TURNSTILE TO DATA CLOSET. ROUTE CONDUIT ALONG FENCE, CROSS OVERHEAD OVER PATHWAY, THEN ALONG SIDE OF BUILDING TO DATA CLOSET. PROVIDE PATHWAY FROM EXISTING CABLE TRAY TO NEW DATA CLOSET. PROVIDE AND INSTALL DATA DROP TO LOCATION AS SHOWN. REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC DEC 13 2017 City of .Tukwila BUILDINC_DIVIRION_ ELF1�a �tt��ti80ffi"A^ "..ocilb DATE SUBTITLE 11.10.17 APPROVED APPROVED ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 NETWORK PLAN RECEIVED CITY OF TU KW LA NUV 15 2017 PERMIT CENTER 8' 4' 0 4' 8' VIII■ V((((((III'•..=`._ ='? ^' AM NM SCALE: 1/8"=1'-0" 16' CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 171-099 CURRENT REVISION SYMBOL DATE 34224 — 11.10.17 11.10.17 TITLE _ ELECTRICAL MASTER 9-110 DESENTIFICATION BUILDING 9-110 COL. A-DD/1-4 SHEET 1E410 JOB NO. COMP NO. D.C. DWG NO. 9-110-1E410 co 0 W 0 0 Densification Project\_Drawings\09- -099 SH Boe 9— N- I:\ES\Projects \17 0 z 0 SYM SINGLE PHASE MOTOR STARTER #10 120V B10/40 N FAULT o-7_ OUTPUT STATUS O-1. OUTPUT o -�-0 10-130VAC/DC INPUT -�O #22 AWG CIRCUIT 09/20,22,24 L1 L2 L3 0 NORMALLY OPEN INPUT EXHAUST FA\ CURRENT SWITCH 480V DISCONNECT AT BATTERY CHARGER JUNCTION BOX BATTERY CHARGER OUTLET WRI\G SCHEMATIC #6 AWG SCALE: 1E60 E501 MICROWAVE B10/5,18,38 3/4"C, (6)#12, #12G INSTA-HOT (GFCI) COFFEE MAKRR (GFCI) C4/14,30 3/4"C, (4)#12, #12G E\_AKED <ircHEN SCALE: REVISION BY APPROVED DATE SYM 1 E60I .,501 REVISION BY TO C4/14,30 3/4"C, (4)#12, #12G TO B10/5,18,38 3/4"C, (6)#12, #12G /.\ l\ /N \ / \ / 9 A I, m III o '� / N > I IMM o Nom N.Q GFCI GFC� � 0_ - - it m _© .�0 030 =�� I o r� V N/ \ \/. . / N • N 41141/4 / 7 7' li) 14 uc-r DED \ \ .7 r N \ `/. / 7 .7 f , N \ N / /. II/. 1/ ADA KNEE SPACE I\TE10. ELEVATIO\ 41TCHE\ETTE DETAIL SCALE: APPROVED DATE RELOCATE BR&T STORAGE J#20368-10 EISI VAVREK 12.15.13 9-110 DESENTIFICATION 34224 CASNE CEC 11.10.17 BOE/H ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN EISI CHECKED DATE 12/20/13 SUBTITLE LECE\D GENERAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. "A" PHASE LEFT BUS IN PANEL) BLACK BROWN "B" PHASE CENTER BUS IN PANEL) RED ORANGE "C" PHASE RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9) UNISTRUT WILL BE USED TO PENDANT MOUNT FIXTURES. CO\ST U \ \OYES PROVIDE AND INSTALL DUPLEX RECEPTACLE ON DEDICATED CIRCUIT FOR POWER TO MICROWAVE. PROVIDE CONDUIT, CONDUCTORS, AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL GFCI DUPLEX RECEPTACLE UNDER KITCHEN SINK. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE PANEL. PROVIDE AND INSTALL GFCI DUPLEX RECEPTACLE IN LOCATION AS SHOWN. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE. REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC DEC 1.3 2017 City of Tukwila BUILDING DIVISION' 71b ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 MISCELLANEOUS DETAILS RECEI'ti =.D CITY OF ThKWILA ITV 15 2017 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNECOM JOB NO. 171-099 CURRENT REVISION 34224 SYMBOL A DATE 11.10.17 ENGINEER CHECKED APPROVED APPROVED TITLE 9-110 DESENTIFICATION BUILDING 09-110 ELECTRICAL MASTER COL. ALL D.0 SHEET E501 JOB NO. 20368-10 COMP NO. DWG NO. 09-110-E501 -3- REGULAR DIMMED LOAD VIOLET(+) GRAY(-) L VIOLET(+) EMERGENCY GRAY(-) DIMMED LOAD HOT NEUTRAL • 0 _J HOT NEUTRAL t c� _ J - 6 0 w 0 0 i 2 0 U U 7\171-099 SH Boe 9-110 Densification Pr 0) U N W 0 !n N 0 N 0 SYM LCP-1N3-1 I NORMAL l Neutral Wht AC Hot Bik POWER 2 120/230/277 Occupancy Sensor 6_3/#18 SENSOR TYPICAL TYPICAL SWITCHED 120V TO LIGHT FIXTURES 2#12, #12 GND CAT5 CLCSWT8 TYPICAL CLCSWT8 TYPICAL GE LIGHT SWEEP PANEL DETAIL 1 SCALE: NONE E502 0-10V DIMMING Red 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LMRC-212 Dimming Room Controller Yel Lighting Load (a) 0-10VDC Dimming Lighting Load (b) ON OFF nn nn n CAT5 Vio Vio 0 0 0 0 LMRJ-C8 Coupler CAT5e (TYPICAL) *NOTE: Ceiling mount Sensor has two RJ45 ports. II 11 RJ45 Port (Typical) Class 2 0-10 Volt Control Wiring (TYP) LMRJ Series Pre -Terminated Cables or CAT5e. Free Topology & Splitter Acceptable J J Ji LMDM-101 DIMMING SWITCH RJ45 (Typical) LMDM-101 DIMMING SWITCH f I REGULAR HOT REGULAR NEUTRAL TO ADDITIONAL ROOM CONTROLLERS (IF NEEDED) DEVICES ARE PRESET FOR PLUG n' GOTM OPERATION, ADJUSTMENT IS OPTIONAL. Sequence of Operation: The LMLS-500 monitors the daylight contribution through a window or skylight and works with the room controller(s) to maintain design light levels in each lighting zone. WattStopper's exclusive control algorithm uses on/off or dimming setpoints and other control parameters to establish the correct light levels throughout the day regardless of changing daylight contribution. For full operational details, adjustments and more features of the product, see the DLM System Installation Guide at www.wattstopper.com REVISION TYPICAL LOCAL LIGHTING CONTROLS - WIRING DIAGRAM SCALE: NONE BY APPROVED DATE SYM REVISION BY APPROVED GE LIGHTSWEEP LCP REGULAR DIMMED LOAD VIOLET(+) GRAY(-) HOT NEUTRAL • BLUE CAPOFF BLACK RED I I REGULAR HOT 1 OR 2 - REGULAR NEUTRAL REGULAR NEUTRAL EMERGENCY NEUTRAL 4- 5 ELCR-6A-01 OD EMERGENCY POWER0 TEST p "MI UnurY POWER O - 7 0 • • SWITCHED HOT REGULAR NEUTRAL TO ADDITIONAL REGULAR LOADS VIOLET(+) VIOLET(+) EMERGENCY GRAY(-) DIMMED LOAD HOT NEUTRAL • • I- 0 RELAY: LSI INDUSTRIES #ELCR-6A-01 OD GRAY(-) EMERGENCY LOAD VIOLET(+) GRAY(-) TO ADDITIONAL EMERGENCY LOADS EMERGENCY SWITCH HOT EMERGENCY NEUTRAL >. EMERGENCY LIGHTING CONTROL RELAY 2 TYPICAL WIRING DIAGRAM SCALE: NONE E502 LCP NAME: LCP-1N3-1 POWER CKT: C4-1/24 DATE INSTALLED: TBD BUILDING: 9-110 REVISION DATE: 11.10.17 REVISION BY: CASNE RELAY NO. AREA CONTROLLED DWG. SHEET GRI DUNE/ COLUMN PANEL & CIRCUIT LOCAL CONTROLS AUTOMATIC CONTROLS REMARKS DEVICE LOCATION DEVICE LOCATION PROGRAM R1 MAIN OFFICE N (RC3) 1E10 J -X/1.2-1.5 C4-1/26 LS R/1, G/2, X/2 LOCAL X/1.3 AUTO DIM/ON/OFF LOCAL DAYLIGHT DIMMING R2 SPARE R3 MAIN OFFICE N 1E10 J/1 & J -X/1.5-2 C4-1/26 LS R/1, G/2, X/2 TC/OS AUTO ON/OFF R4 KITCHEN 1E10 T-BB/3-3.5 C4-1/28 LS X.5/3, X/2, T/3.5 TC AUTO ON/OFF R5 RESTROOM MEN 1E10 V -X/3.5-4 C4-1/30 LS V.5/3.5 TC/OS AUTO ON/OFF R6 RESTROOM WOMEN 1E10 R.5 -V/3.5-4 C4-1/30 LS T/3.5 TC/OS AUTO ON/OFF R7 MAIN OFFICE S 1E10 G -T/3-4 C4-1/30 LS G/3.5, N/3, T/3.5 TC/OS AUTO ON/OFF R8 HALLWAY WEST 1E10 A -E/3.5 C4-1 /32 LS G/3.5 TC AUTO ON/OFF R9 OUTDOOR SW 1 E 10 A/3.5-4 C4-1/34 LS A/3.5 TC AUTO ON/OFF R10 SPARE R11 CONF RM NE (RC2) 1E10 X-BB/1-1.7 C4-1/26 WS X/1.5 LOCAL X/1.2 AUTO ON/OFF LOCAL CONTROL MODULE R12 CONF RM NW (RC1) 1E10 A -G/1-2 C4-1/34 WS A/2, G/2 LOCAL A/1.5 AUTO ON/OFF LOCAL CONTROL MODULE AUTOMATIC CONTROLS NOMENCLATURE: OS = OCCUPANCY SENSOR DS = DAYLIGHT SENSOR PC = PHOTOCELL PCD = DIMMING PHOTOCELL TC = ASTRONOMICAL TIME CLOCK LOCAL CONTROLS NOMENCLATURE: LV = LOW VOLTAGE SWITCH LI = LINE VOLTAGE SWITCH LS = GE LIGHTSWEEP SWITCH (8 BUTTON) WS = WATTSTOPPER DIMMING SWITCH DATE ORIG 9-110 DESENTIFICATION 34224 CASNE CEC 11.10.17 LCP-1 N3-1 SCHEDULE 4 SCALE: NONE ff,RE:FM"S E502 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN DATE CHECKED GENERAL NOTES: 1. CAT5 CABLING TO NETWORK CONTROL DEVICES, MAXIMUM LENGTH OF DATALINE 3,000' BEFORE REPEATER IS REQUIRED. 2. ETHERNET CONNECTION ON OWNER PROVIDED NETWORK FOR LIGHTING CONTROL SYSTEM ALLOWS REMOTE PROGRAMMING WITH SOFTWARE. 3. LOCAL OVERRIDE SWITCHES (CLCSWT8) TO PROVIDE 2 HOUR OVERRIDE CAPABILITY. CONSTRUCTION NOTES: INSTALL GE LIGHTSWEEP LIGHTING CONTROL SYSTEM COMPLETE WITH PANEL, LIGHTING MODULES, BACNET CONNECTION, SENSORS, WIRING, AND SWITCHES FOR A COMPLETE SYSTEM AS SHOWN ON SHEET 1E10. PROVIDE INITIAL SET-UP AND TESTING OF SYSTEM. PROVIDE AND INSTALL GE BACNET INTERFACE MODULE. GE #CLCBNET. INSTALL GE 8 GROUP INPUT MODULE. PROVIDED BY BOEING. GE #CLCGSM8. INSTALL GE 6 RELAY CONTROL MODULE. PROVIDED BY BOEING. GE #CLCRM6. PROVIDE AND INSTALL GE PRECONFIGURED 8 BUTTON NETWORK SWITCHES IN LOCATIONS AS INDICATED ON SHEET 1E10. GE #CLCSWT8. PROVIDE AND INSTALL EMERGENCY LIGHTING RELAY IN LOCATIONS AS INDICATED ON SHEET 1E10. PROVIDE WIRING AS SHOWN. LSI INDUSTRIES #ELCR-6A-010D. PROVIDE WATTSTOPPER ROOM CONTROLLER, CONTROL DEVICES AND WIRING. PROVIDE INITIAL SET-UP AND TESTING OF SYSTEM. �LI`7 09i% SUBTITLE ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 LIGHTING DETAILS REVIEWED FOR COMPLIANCE WITH NFPA70 - NEC DEC 13 2017 City of Tukwila BUILDING DIVISIniv RECEIVED CITY OF TOKWILA. NOV 15.2017 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 171-099 CURRENT REVISION SYMBOL DATE 34224 - 11.10.17 ENGINEER C. LINDER CHECKED APPROVED APPROVED 10.31.17 TITLE ELECTRICAL MASTER 9-110 DESENTIFICATION BUILDING 09-110 COL. ALL D.0 SHEET E502 JOB NO. 20368-10 COMP NO. DWG NO. 09-110-E502 I:\ES\Projects\17\171-099 SH Boe 9-110 Densification Project\_Drawings\E5XX.dwg XE/5 3/4"C, (2)#12, #12G 36" TO C4-1/21,25,29,33 3/4"C, (8)#12, #12G TO C4-1/17,19 3/4"C, (4)#12, #12G N 21 25 29 39 a m N 7'6" DATA CLOSET POWER PLA\ VIEW SCALE 1"=1'-0" REVISION BY APPROVED DATE SYM REVISION N O 1 BY X APPROVED DATE 3/4"C.O. LJ LJ BADGE v 36" nnn U 0) N 7'6" gi_mmEttriem0 DATA CLOSET \ETWO SCALE 1"=1'-0" C PLA\ VIEW ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN B.PANGAN N O DATE 11/10/17 CHECKED LEGE\D CE\RAL \OTES REFRE\CE NAWI\GS CO 9-110-1E410 NETWORK PLAN \STUCTIO\ OTES PROVIDE AND INSTALL (2) DEDICATED 120V, 20A, L5 -20R RECEPTACLES AT THE BOTTOM OF RACK 101. RECEPTACLES TO BE FACING WEST. POWER TO BE INSTALLED AFTER NETVERSANT HAS INSTALLED RACKS AND VERTICAL WIRE MANAGEMENT. COORDINATE WITH CONSTRUCTION MANAGER. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE PANEL PROVIDE AND INSTALL (4) DEDICATED 208V, 20A, L6 -20R RECEPTACLES AT THE BOTTOM OF RACK 102. RECEPTACLES TO BE FACING WEST. POWER TO BE INSTALLED AFTER NETVERSANT HAS INSTALLED RACKS AND VERTICAL WIRE MANAGEMENT. COORDINATE WITH CONSTRUCTION MANAGER. PROVIDE CONDUIT, CONDUCTORS AND ANCILLARY HARDWARE BACK TO SOURCE PANEL PROVIDE AND INSTALL PATHWAY FROM OLD DATA CLOSET TO NEW DATA CLOSET. 4 PROVIDE AND INSTALL PATHWAY FROM EXISTING CABLE TRAY TO DATA CLOSET PROVIDE AND INSTALL POWER TO AMS BADGE READER PROVIDE AND INSTALL 12"x4" CABLE TRAY. B—LINE FLEX TRAY OR APPROVED ALTERNATIVE. t ' PROVIDE AND INSTALL DATA TO AMS READER. REVIEWED FOR COMPLIANCE WITH NFPA 7O a NFc DEC 1, 7n17 City ofi"c IRltdil . BtIILDIRIG DWI&i. tixa7 lb SUBTITLE ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 DATA CLOSET ENLARGED PLAN RECEIVED CITY OF TUKWILA NUV 15 21117 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 171-099 CURRENT REVISION 34224 SYMBOL DATE 11/10/17 ENGINEER B. PANGAN CHECKED B. PANGAN APPROVED APPROVED 11/10/17 11/10/17 TITLE 9-110 DENSIFICATON BUILDING 9-110 ELECTRICAL MASTER DEV. CENTER, WA SHEET E5XX JOB NO. COMP NO. DWG NO. 9-110—E5XX 0 Densification Project\_Drawings\E5 71-099 SH Boe 9— I:\ES\Projects\ 17 0 N N SYM DETAIL "B" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 RACK REAR RACK 101 00 0 O 2ND HOBtofnom zf L5-20R 0VAACC 0 0 0 0 0 0 0 0 0 0 O 0 O O 0 0 0 0 0 0 0 0 0 000 O O REVISION U O 0 0 0 RACK FRONT 1, RACK SIDE DETAIL "A" BY APPROVED A L L #101 #102 RACK FRONT RACK FRONT it A ___,1,11Iwq ®®®® ®®®® =1:12:0 1:1932:1=1222 WSW CO= ti=0 masa 120:1331 =MD ®® 12111:1211223112 CI:01012 =MO =MO 0111373 IMMO DM= 0 FLOOR SLAB 0 0 DATE SYM ELEVATIO LOOK VIEW F G WEST REVISION C\T DETAIL "B" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RACK REAR RACK 102 FROM BOTTOM 2ND HOLE 1-2618 VC 2O8Via°c AC LB -2 BY APPROVED RACK FRONT O 0 0 RACK SIDE DETAIL "A" DATE 9-110 ONE—LINE DIAGRAM—RECONCILATION .1..._m.Eszwr6 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN DATE CHECKED B. PANGAN ENGINEER CHECKED APPROVED APPROVED CO\STUCTIO\ \OTES EL11 91b SUBTITLE ISSUED FOR CONSTRUCTION NOVEMBER 10, 2017 DATA CLOSET SECTION/DETAILS XXX REVIEWED FOR COMPLIANCE WITH f NPPA70-NEC DEC 1 3 7n17 City of Tui(wv ft DING i RECE1VFD CITY OF TUKWILA NOV 15 2017 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWWCASNE.COM JOB *NO. 171-099 CURRENT REVISION SYMBOL DATE 34224 11.10.17 TITLE 9-110 DENSIFICATON BUILDING 9-110 ELECTRICAL MASTER DEV. CENTER, WA SHEET E5XXA JOB NO. COMP NO. DWG NO. 9-110-E5XXA