Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit EL19-0480 - TUKWILA JUSTICE CENTER - ADD NEW SERVICE DISTRIBUTION AND GENERATOR, LIGHTING, FIRE ALARM, SEUCIRTY ETC
TUKWILA JUSTICE CENTER 15001 TUKWILA INTL BLVD BLDG FINALED 08/18/2020 ELI 9-0480 Parc& No: Address: City of Tukwila . 8�n^w�Una Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 2O6'438'93SO Web site: http://www.TukwilaWA.gov ELECTRICAL PERMIT 0041000517 Permit Number: 15001 TUKWILA INTL BLVD BLDG Issue Date: Permit Expires On: Project Name: TUKWILA JUSTICE CENTER EL19-0480 8/2/2019 1/29/2020 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: TUKWILA CITY OF 6ZO08}UTM[ENTERBLVD ,TUKVV|U\ WA, 98188 COLLIN TUTHILL 1100 MERRILL CREEK PKWY, EVERETT, WA, 98203 VALLEY ELEC CO OF MTVERNON INC Address: 1l00[NERR|LLCREEK PKY'EVERETT WA, 98203-7120 License No: VALLEEC141NA Lender: Name: Address: Phone: (206) 852-8279 Phone: (425) 407-0832 Expiration Date: 8/1/2020 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW JUSTICE CENTER INCLUDING NEW SERVICEDISTRIBUTION AND GENERATOR, LIGHTING, CONVENIENCE POWER, FIRE ALARM AND SECURITY. Valuation of single family: $0,00 Valuation of mf/comm: $4,20\00.00 Type of Work: NEW Fees Collected: $34,64437 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: I25 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International BuiIdirg Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: Date: 2017 20172017 2015 i•4. 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 co,;;itions attached to this permit. Signature: Print Name: aLS Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended 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 296-46B WAC and the Washington Cities Electrical Code. 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 Southcenier Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Project N Date Application Accepted: r t Date Application Expires (For office arse 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 15045 Tukwila International BLVD King Co Assessor's Tax No.: Site Address: Tukwila, WA, 98188 Suite Number: Floor: Tenant Name: City of Tukwila 1'IiOt' RTX OWNER;.'; Name: City of Tukwila Address: 6300 Southcenter Blvd., #100 City: Tukwila State: WA Zip: 98188 CONTACT PERSON — perso cornnrunication Name: Collin Tuthill ceiving all project Address: 1100 Merrill Creek Pkwy City: Seattle State: WA Zip: 98203 Phone: 206-852-8279 Fax: Email: collint@velectric.com New Tenant: 2c) .....Yes fl ..No ELECTRICAL CONT RACTOR,INFORMATIlON Company Name: Valley Electric Address: 1100 Merrill Creek PKWY City: Everett State: WA Zip: 98203 Phone: 425-407-0832 Fax: Contr Reg No.:VALLEEC141NAExp Date: 8/1/20 Tukwila Business License No.; #BUS -0994386 Valuation of Project (contractor's hid price): $ 4,200,000.00 Scope of Work (please provide detailed information): Construction of a new Justice Center including new service, distribution and generator. Lighting, convenience power, fire alarm and security. Will service be altered? LX] Yes L No Type of Use: "Type of work: Adding more than 50 amps? [Xi Yes ❑ No ® New ❑ Addition ❑ Service Change El Remodel ❑ Tenant Improvement IN Low Voltage ® Generator ® Fire Alarm [ ' Tele communication ❑ Temporary Service Pro �crt Served b ❑ Puget Sound Energy [s' Seattle City Light ppliea o s,u, s Fi3€'s\Eks 6..11 Permit \ppllC.I:ton R 1-17-19. Soso Page 1 of 2 RESIDENTIAL NEW RESIDENTIAL SERVICE O New single family dwellings $180.00 (including an attached garage) 0 Garages, pools, spas and outbuildings $120.00 ea O Low voltage systems (alaim) $60.00 ca RESIDENTIAL REMODEL AND SERVICE CHANGES O Service change or alteration $120.00 (no added/altered circuits) [1] Service change with added/altered circuits number of added circuits O Circuits added/altered without service change MULTI -FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES Temporary service (residential) $60,00 El Temporary service (generator) $90.00 0 Manufactured/mobile home service $100.00 (excluding garage or outbuilding) O Carnivals $100 00 5100.00 Number of concessions $11.00 ea $10.00 ea Each ride and generator truck $11.00 ea $60.00 (up to 5 circuits) O Circuits added/altered without service change $60.00 (6 or more circuits) $10.00 ea 0 Meter/mast repair $80.00 O Low voltage systems ..„ ........ ................. (alarm, furnace thermostat) ***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 pennit 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 Print Name: Ca i'i TiJ1Lit Day Telephone: (Z.C6)95z _e Mailing Address: ROO Ktyri vl Cred,c. City '78003 Statc Zip Page 2 of 2 Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK ' PAID $27,981.99 EL19-0480 Address: 15001 TUKWILA INTL BLVD BLDG Apn: 0041000517 $27,981.99 ELECTRICAL $26,649,51 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $26,649.51 TECHNOLOGY FEE $1,332.48 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R18249 0.00 $1,332.48 $27,981.99 Date Paid: Friday, August 02, 2019 Paid By: CITY OF TUKWILA Pay Method: CITY ACCOUNT 91630501.1000.1.07 30 Printed: Friday, August 02, 2019 11:27 AM 1 of 1 TEM5 DESCRIPTIONS ACCOUNT QUANTITY PAID Pe rmitTRAK $6662.38 EL19-0480 Address: 15001 TUKWILA tNTL BLVD BLDG Apn: 0041000517 $6,662.38 ELECTRICAL $6,662.38 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17812 R000.345,832.00.00 0.00 $6,662.38 $6,662.38 Date Paid: Wednesday, June 05, 2019 Paid By: VALLEY ELECTRIC Pay Method: CHECK 001750 Printed: Wednesday, June 05, 2019 10:18 AM 1 of 1 SYSTEMS N B BNBuilders Submittal No.: 01 - 260548 - 1 Due Date: 3/17/2020 Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: March 03, 2020 Submitted To: Submitted By: Brenna Christensen City of Tukwila BNBuilders, Inc. 6200 Southcenter Blvd 2601 4th Avenue, Suite 350 Tukwila, WA 98188 Seattle, WA 98121 Phone: Phone: 206.382.3443 Fax: Fax: 206.382.3440 Description: Seismic Analysis of Electrical Equipment Discipline: Electrical Subcontractor BN Builders, Inc. Item Qty Status Comments Seismic Analysis of Electrical Equipment 1 Submitted Deferred Submittal Package Notes: This review and notations noted during this review does not in any way relieve the subcontractor or supplier of their responsibilities for compliance with the contract documents Deviations/variances, if allowed. must be clearly identified and requested to be considered Also, the subcontractor or supplier is responsible for verification and accuracy of the details, quantities and dimensions coordination of their equipmen materials and installation with all affected work and related subcontractors/suppliers, particularly with specific emphasis on deviations/variations. Reviewer's Gener. .mmentg. REVIEWED FOR CODE COMPLIANCE APPROVED APR 22 2020 City of Tukwila BUILDING DIVISION RECF. VED CITY OF IUMV A MAR 0 3 2020 PERMIT CENTER EL1 0480 Brenna Christensen Date Reviewer Signature Date SUBMITTAL TRANSMITTAL VALLEY' "The Electrical Solution" PROJECT: Tukwila Justice Center OWNER: City of Tukwila ARCHITECT: DLR Group GC: BNB DATE: 3/2/2020 TRANSMITTAL NUMBER: 119146-053.1 SPEC. SECTION NUMBER: SUBMITTAL TYPE: PRODUCT DATA It is hereby certified that the material shown and marked in this submittal, shop drawing, catalog cut, etc., is/are approved/proposed to be incorporated into the contract work is in compliance with the contract drawings and specifications. PREPARED BY: Collin Tuthill INITIALS: These drawings/submittals are: 0 Revised as Noted 0 Not Approved, Revise and Resubmit 0 Approved as Submitted, No Exceptions Taken El Approved for Submittal DATE: tel 3/2/2020 VENDOR It is hereby certified that the material shown and marked in this submittal, shop drawing, catalog cut, etc., is/are approved/proposed to be incorporated into the contract work is in compliance with the contract drawings, specifications, AHJ(s), and applicable codes. Any deviation from the standards listed above are noted in the deviation list below. NAME: SIGNATURE: TITLE: DATE: 5/6/15 SUBMITTAL NOTES RECEIVED BY. APPRCrED 44,* DATE: I DATE: 5/6/15 5/6/15 VALLEY ELECTRIC COMPANY OF MT. VERNON, INC. 1100 MERRILL CREEK PARKWAY EVERE'TT, WA 98203 425.407.0832 DEI DIBBLE ENGINEERS INC STRUCTURAL CALCULATIONS TUKWILA JUSTICE CENTER 15005 Tukwila International Blvd. Tukwila, WA Prepared for Valley Electric Project # 19-379 February 21, 2020 DIBBLE ENGINEERS INC 11029 Market Street, Kirkland WA 98033 1 425.828.4200 1 dibbleengineers.com 2/18/2020 ATC Hazards by Location CTCHazards by Location Search Information Address: 15005 Tukwila International Blvd, Tukwila, WA 98188, USA Coordinates: 47.46850369999999, -122.2877875 Elevation: 342 ft Timestamp: 2020-02-18T23:54:46.943Z Hazard Type: Seismic Reference ASCE7-10 Document: Risk Category: IV Site Class: MCER Horizontal Response Spectrum Sa(g) 1.40 1.20 1.00 0.80 0.60 0.40 0.20 0.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) treat Shelton Go Ile Redmond 342 ft ° Kent 0 Tacoma 0 Ptyrup Map Report a map error Design Horizontal Response Spectrum Sa(g) 0.80 0.60 0.40 0.20 0.00 Basic Parameters Name Value Description Ss 1.486 MCER ground motion (period=0.2s) S1 0.556 MCER ground motion (period=1.0s) SMS 1.486 Site -modified spectral acceleration value SM1 0.834 Site -modified spectral acceleration value SDS 0.991 Numeric seismic design value at 0.2s SA SDI 0.556 Numeric seismic design value at 1.0s SA 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) "Additional Information Name Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2s F, 1.5 Site amplification factor at 1.0s https://hazards.atcouncil.org/#/seismic?lat=47.4685036999999981ng=-122.28778758iaddress=15005 Tukwila International Blvd%2C Tukwila%2C WA 1/2 Unh Weight W,• Dibble Engineers, Inc, 113 1 $MNNO: NKr Tukw9a Justice Canto Oils. 2/10/1010 Skint BwMdlpw 21111 6p ll Ionil waryAQ Unit Dlmandanc L a 91 0 (wN it h) W • 210 (and wdlA) H 95 0 3,5 curb gnat cut MgMl) UMW* W,= Dibble Eng' neers, Inc. Project No 154371 Shoat No.. Pmjach 0&e. Tukwila Judea Conk* 2/20/2020 Sono BY. Oukk Connaq 911 11 96 01 Unit DMmneioat La 330 W• 160 Ha 110 SNamlo Dalen Fora, fl.iamIc Design Fora: SA%Clam. 0 • 9414 Clio • D • So,' 0.991 g (USGSGMoApp) kr, 0091 g Vit. 1,00 - Nal bite/Okp401 :Ala 1,90• 4' 2.5 • (ASCE 7.10, WA I3,54 a 73.61) 4 a 2.5 - R,• 60• (ASCE 740, Teo 1354 or 13.0) 00 5.0• 1.5 • (ASCE 740, 131,3) I, a 1,5 . F,- 1574.910 (ASCE 740 Eq 13 34) F,• 72.910 F,, = 5039.6 0 (ASCE 7.10 Eq. 13.3- F,,,, • 233,10 Fa.,,' 945.0 0 (ASCE 7.10, Eq. 137.31 F,,,,, it 43.7 0 FA' 1574,10 One 0hura 74,3% Unit Weight F, . 72,10 Unlactond Form it Comers: Gradty ' 529.75 0 MO) Nor 4, 303.7 0 (F,14) Drsduming• 1701.20 ((F,'NO)pdn(4V1j )) 02$W4,14 ■ 105.0 l0 (Mai SanMc, per ASCE 7.10.13 3,1) Load Combinatbrr Catenation 10 Ex 0.9 D (LRFD) Ea 00quakr 1.00 E Ond 0.90 a • 2.5 • fir cannot milling'', ASCE 740 Tibia 135.1 04 126.1) Shea 91430 <- 6ltMrclo corm Trion a 4011.10 c- Tonll90 N nob cam! \VItr; c 31,c)s vottlA)* Faea at l0 02'S0,W (mg 410 fuM WA) (aril curb Might) (USGS GAP Apo) 00*A/009 0 (ASCE 740, Table 13,5.1 or 13 64) (ASCE 7.10, Tatty 13.51 a 13.61) (ASCE 740,111,3) (ASCE 740, Eq 1334) (ASCE 7.10, Eq, 7314 (ASCE 7.10, Eq. 733-3) Bas Shur a 74,3% Unit Weight (W,/4) ,I4) (IF (IF, VU(ron(L,W)21) (Vedic& Seismic, per ASCE 7.10, 73.3. I) Load Combination; Ea 0.9D(LRFD) EaM Demi 0,' 25- g 5•a 45.5 0 Tanalon a 14,10 7.10 Took 1154 or 13.6) Un %NM: ' 016Ohnwnlonc L= w• H= Dibble Engineers, Inc. AgvaAo. 115711 Nil No PiJwJ. Tukwlk JuMke CuMll 00r 2/10/2020 Sugar Transformer (Nall an) By Il 950 IN 30n 20s M 49.5 0 SMmle Quip Fora: %Iglu: 0 • (MSI (A NM) 35'cat (wWecut 0000 001 Weight wr• Dibble Engineers, Inc. Ra 9 Sheet No F4aJki TIMM. Justice Came Dale: 2/20/2020 Sugar Transform 5251 BY. ll 525 On UnN Dimensions: L■ 30 in (MI«1! W ■ 20.5 0 (untwdh) H■ 49,50 3Fuub Oil* curb NON SMlmk Dllgn Fora: Silo Class 0• Bye ■ 0 091 p (USGS GMP App) Sa • 0.991 p (USGS GMPAppI vh • 1,00 • (wMMpM/bklp 404 tAi • 1.00 • Of 490004 PM00 1, ■ 2,5 • (ASCE 7.10 7b4135.1 or 136.1) i • 2.5 • (ASCE 740, Table 13,5-1 a 13.64) R,• 6.0- (ASCE 740, Table 13 5-1 or 13.4-0 0,. 6,0• (ASCE7•TO.TIM 135-1or136•11 le • 1,5 (ASCE 7,10.131.3) Ir • 1,5 - (ASCE 7.1013.1.31 F, • 106,1 lb (ASCE 7.10, Fp 1131) Fr • 390.2 0 (ASCE 7-10 Eq. 13.3.1) Fr„•, = 2259.5 0 (ASCE 7-10, Eq.113-2) F'■, • 1248.7 0 (ASCE 7.10 E9, 13.32) F,• • 423,10 (ASCE 7.10 Eq 13.33) F., • 234,1 Ib (ASCE 7.10. El. 13.3-3) F,= 750116 Bus Show • 74.3%UnSWd9M Fp . 3902 Po Biu Shur■ 74,3%Unit %phi Unhctored Facie M Comm: UTAlctcmd Eames M Comm: Gravity• 237.51b (W,(4) amply• 131251b (It ,/41 Snit( • 1165 0 (F,M) Shur • 97,6 b (F,/4) Overturning . 4262b ((F,'?42)4oa(L,W17)) 0w1um . 235.60 ((F,'W1)1nrn(L,W)7)) 02'St4W,14: 47.1 Ib (Vertical Sermc,pre ASCE 7•70,1331) 02113W,I4■ 2690 (Vertical Stark, per ASCE 7-10,113.1) Load CombiniNoe: Cranston: 1,0 E a 0.90 (LRFD) Eu'hqulkr 100 E Dud: 0.90 0 0.• 2.5• Slew = Tension • (M' micron! enehe ape, ASCE 7.10 TO 135.1 or 136.1) <- OW it old tom,/ <— Tallon tip h comer Load Combh lllon: Cbmbnanon: 1.0 E a 0.9 0 (LRFD) EMOqu*, 100 E Died. 0,90 0 fl. 2.5• (kr concrete ancbcapa,ASCE 7.10Table 13.5.1a13.6.1) Shaw • 243,0 0 <- 3hnr el oath WAN Tension ■ 4911® <- Tallon Mach sena %V!,\\\ part \a meati wy- Unit Weight: wv= Dibble Engineers, lnc. o No Prcyeal Tukwib 1us0a Centw Dela: Subject Tinter Switch 18M B1` !L 4691 Da font w+i;011 0n9 Dlmmulone: L 1 16 n (uetnnpin) W = 32 err (uurer wdlh) H; 153 0 3 S' curb Omit • curb heiph0 SNenia Design Fora: Sita Cote • 0 • UnN Weight; w, • Dibble Engineers, Inc. Proliect No. 1079 Sheet Na. Projep Tukwila Justice Center Dale. 2/20/2020 Subject Transfer Snitch 3401 By. 0 340 Oe tuna welpht) UnI Olmen,lons: L • 10 tel (unit Ienp0) W • 20 In (L, kiln) H• 665in 3,5' curb (ue1+apt hoighl) 541enlc Won Fora: S0*Class • D• Sns• 0.991 p (USGSOWApp) Sm= 0.991 p (USGSGA1PAjp) 714 = 1.00 • 01100970 0012 400 rah • 1.00 • (uM' mitt /b* NOM I,' 23 • (ASCE 1.70, To oz.? or 13.6.?) a, • 23 • OSCE 7.10 Te04115.7 a 139.1) R,• 6.0 - (ASCE 7.10,TzNe139.la736.1) R,1 6.0• (ASCE 7-10,Tab'e135.1a139.7) Is = 1.5 • (ASCE 7.10,13.1.3) 6° 1.5 • (ASCE 740.1313) F,= 383.1 lb (ASCE 7.10, Eq 133.1) F, • 252.710 (ASCE 7.10, Eq.1231) F,,,„ • 1163.0 0 (ASCE 7.10, Eq 113•I) 7,,,,, • 808.7 0 (ASCE 740, Eq. 13.321 Fe,,,1 218,116 (ASCE 7.10, Eq 13.34) 7,., ■ 151.810 (ASCE 7.10, Eq.13.3.3) 7, • 303,41b Sue Shwr • 74.354 Ung Weigh F, • 2513 I6 Oise Shear • 14.3% UnII W 1p Unhdor,d Forces at Comm: Grarily • 122.25 lb (W,/4) Sheer= 90.91b (F,/4) Overturn ng • 428.8 lb 11Fr't02111n01IW)'2)1 0PSa,W,4• 24,2 9 (Wiest Saint, pa ASCE 710 113 II Lon Combination: Camdnnon 1.0Ea0.90(LRFD) Eriqueiu 100 E Dud' 0.90 D 4■ 2.5 - Shaer • 221.2 Ib Torsion • 996.1 I6 (lorc %N enchaage, ASCE 7.10 Tatty 13.51 or 118.1) <- 9hwr41enchegm, 4^ 190099 at 'Mom/ Unhciond Foray atComm: Grntry • 85 O Shear 6320 CHanunan9 • 120,1 0 2'Sa,W,14 • 18,8 Ib (W,/4) (F,/4) (IF ,'11R)Amh(L. WI'2)) (Vernal Sersrdc, per ASCE 7.10 113.1) Load Combineitor Carnbina0ar 1.0Ea09D(LRFO) Eanhquake 1.00 6 Dead 0900 0,• 2,5• (for cow* Shear • 157.1 @ t_ 'hest m ose <ppmet Tendon • 990,7 lb """ t. 1ma1w at wah comer Unit Weight W,' Dibble Engineers, Inc. Pro*I No 111471 Snaf No Prgaa Tukwila Julia Cater Ddu. 2/20/2020 Suns: Panel 4700 By; Jl 470 lbs UnN DImenalwn: l• 42n W• 50n H= 9.5n Simla Dulgn Force: Site Close • 0 402 • 0994 rAl• 1.00 a,• 25. R, • 6.0 • 1,• 1.5 - Fe 319.3 F,,,, • 1117.1 F,,,, • 209.0 F, • 30.3 Unlocked Face It COMM: 1175 Ib Ib ium wept) (Al ) (uM re) (IA + ‘14MpM1 (USGS G4PApp) 0111140 ritAl0 41241 (ASCE 1.10, Tido 1334 a OP/ (ASCE 7.10, Tela" 135.1 a 1)01) (ASCE 310, 111,3) (ASCE 7.10, Eq 133.1) (ASCE 7.10 Eq 133-2) (ASCE?-l0 Eq 13 3-3) BIN Shur • 11,3%One Weight O+ahenng ■ 19.5 p ((F, 714}4111(LW)'7)1 02101WJ1 • 213 0 (Wer(kW Seim*, perASCE 7.10,113.1) Load C EaMqueka: Dad 0 0,• 2.5 - Shur■ 211,3 lb Toulon • .32,1 11 136.1) Fn. wicw KA° AI. Unit Weight W,r Dibble Engineers, Inc. 3""° Propel Tukwila Justice Cantor Dun 2/20/2020 Solvibt Pen" 21St 14\4./ JL 215192 20M 2(0 5.75 SPamk 0nIpn Fac; Sit Doss D• S„• 0.991g to • 100 • 2.5• 0,• 8.0• 4• 1,0• F, • 201.4 0 F,. • 954.110 F,,,, • 112.619 F,• 204.4b NI weight) loom (USGS C41PApp) or (ASCE 7.10, Teble 13 5-1 ar 13.6.1) (ASCE 1.10, TAN 13.5.1 or 13.6.1) (ASCE 7-10, 111,3) (ASCE 7.10, Eq 133.1) (ASCE 7.10, Eq.13.3-2) (ASCE 7.10, Eq 13 3-3) Sau Shaw • 74.3% Unit WHlght 11 ectored Fonts el Como: Greatly• 681510 (WA 51.1 0 )F,14) Overturning W ((F,'WlymnfLWl'2) 0.2'S%,W,/4 • 13,5 lb "`+ (Verbal, Sem*, perASCE 7.10,1331) Lad Combinellon: nation 10Ex09D(LRFO) EaMd0aka.._ 100 E 4 • 2.5 • Shur • 127.1 b Tndon ■ .11.5 b (krcdlcrde anchan r.�SCE 7.10 Table 13.51 or 136.1) iblw MICA Tendon Mach comer (no Tut ienalonl %‘.-v) NQ ghting Panelboards Factory Options • 1 P3W or 3P4W — 600A main lugs and main breaker panelboards • Sub -feed and thru-feed lugs • Sub -feed circuit breakers • Optional 200% rated neutrals up to 400A • Split bus bars • TVSS -100,000A — 240,000A surge current rating - All voltage systems • Lighting contactors • Customer equipment space Developed with electrical contractor input, the NQ family of lighting and appliance panelboards sets new standards for ease of installation and durability. Plus, new design innovations increase the availablity of these panelboards by offering complete ready to install products. Features • 240Vac, 48Vdc maximum • 600A maximum main circuit breakers or main lugs • 150A maximum branch circuit breakers • 10,000A through 200,000A SCCR • Both fully rated and series rated systems are available • Interiors are field convertible to top or bottom feed • Interiors are available in plated copper or aluminum bus • Interiors accept both bolt -on and plug -on branch circuit breakers • Complete line of UL/cUL listed interiors with 200% rated neutrals for non-linear loads • Suitable for use as service entrance equipment • 20" wide trims and boxes common for NQ and NF panelboards • Mono -flat° or hinged trims "Ready -to -Install" Panels and Kits Available from Stock • 100A — 600A MLO 1 P3W and 3P4W Interiors • NEMA 1 and 3R/12 enclosures • 100A — 400A main circuit breaker kits • TVSS interiors -120,000A or 160,000A surge current ratings • 100A — 400A sub -feed and thru-feed lugs • Sub -feed circuit breaker kits -1 — 225A sub -feed circuit breaker per 225A panelboard - 2 — 225A sub -feed circuit breakers per 400A panelboard • 200% neutral kits up to 400A • Copper neutrals and equipment ground bars PROJECT NAME PROJECT y DIBBLE ENGINEERS INC SUBJECT 4 I.ti-to.,.lbAt 147 i= 1 Obs : p.clk, F„, t oticas W = ve x \14" (rap wso to4rnv k sl[2. 1u114.1%1 tc) 11 �vn, (511,u...). SHEET # DATE BY PROJECT NAME PROJECT ff 191 DIBBLE ENGINEERS INC 1,1)-04-kt.'t 11.1104rt tott,K • i-Tts SUBJECT _CL\00t-q OA) T.0.0.1s044 t I BY 3* 1..Apobk% c:e6 fe¢- (.044 i� DIBBL PROJECT NAME PROJECT N JEERS INC SUBJECT M�1.1to.2to TA\ 1 ..►�2'L� • �,,, ©yN J : aka ()t# 3ittik.,p4 (2- N► smilC CM 1" IA* lmorlG?4 rt = v� 0.-ts-s) 4b 4, CK 1 SHEET # DATE BY t r,, PROJECT NAME ( l V 4/ PROJECT # DIBBLE ENGINEERS INC SUBJECT SHEET # BY LZ) 0-) t -ti = x -)11) 1y ‘ P4 kAuvic crtmoi, -j c6Li::twa ) cV Vt -\• 11.4) i '1 v r_. SWITCHGEAR SWITCHGEAR rtrrgrel Anchor DesignerTM Software Version 2.8 7094,0 1Pro4ecInfmmellon Customercompany! Valley Elec.*lc Customer contact name: Customere•ma0 Comment j. bout Data & Anchor PerarUetern General Design method:ACI 318.14 Un(s:Imperial units Anchor Information: Ander type: Tope controlled expansion ander Metedel: Carbon steel Donator (Inohy, 0300 Nominal Embedmaredepth Bock 2.750 Elfevlre Embedment .:. h, rue (inch): 2.250 Code report ICC -ES ESR -3037 Anchor cakgory 1 Anchor ductility: Yes hem (inch); 4.00 cue (inch): 6.00 C (Ina,):6.00 S„xMOO: 2,75 Recommended Anchor Anchor Name, Strang -eon 2.170 Code Report ICCES ESE -3037 Company: Dele; 212012020 Engineer: Page: 1!6 Project Address: Phone; E-mail: Project descriptmn: Switchgear tacalbn: Fastening dedulplkn: Anchor Designer" Software Version 217684.0 Load end Geometry Load facto source: ACI 318 Section 5,3 Load combination; not set Seismic design: Yes Anchors subjected to sustained ortolan: Not applicable ()Witty soden for tension: 17,2,3.4,3 (d) is satisfied Ductility section tor shear 17.2.3.5.3 (c) is satisfied Base Material Cs factor, not set Concrete:Normel•oeght Appry(mere shear load alfront roa No Concrete thickness, h (inch): 4.00 Anchors only resisting wind endue seismic keds, Yee Stale: Cracked Compressive strength, f, (psi): 2500 Strength level loads: Wan: 1,0 Reinforcement condition: 8 tension, B shear Ns )lb):1300 Supplemental reinforcement Not applicable Vin. 04 0 Reinforcement provided al inners: No gbr. 328 Ignore concrete breakout In Ions No Ignore concrete breskeut In shear. No <Figure 1s Ignore 8do requirement Not applicable 801d -up grout ped: No 0112, hnom:2,76' (10mm) kqul data red reaub must be checked for agreement xeh art eWting ckaamsteaes, the standards snit eutaelnes must be chewed for pool*, g*eontaoopTieCows ne 5958 el, Lee PosiaaBardewr0 Preasembn,CA9450a kw 925.560.50W Fae 925.047,3871 wevatronattoom Company; Data 2/2012020 Engineer: Page 218 Project Address: Phone: &mad: i 1360 Ib Input data and me* mutt to checked kr agreement Oh me eslst g dmorsancos the eerlama and guidelines moo be rMclod for piookarhy. Snroetn Well To Coreg, e[ 5956 W. IA Po am Boulerom Mannan, CA 94580 Phone: 925660.9000 Fax 925847,3371 w.sboigIk rom PROJECT NAME (� F PROJECT t! \ ,` zLE ENGINEERS INC �`"4 3�� SUBJECT \1 \v V ` N SHEET # DATE 2,01...61,65‘ BY At, 1 art cO, (AV' 163131 1'k1 . dr SWITCHGEAR Strongio Anchor Designer TM Software Version 2,8,70940 cFlgare 2> Company; Dale; 2/2012020 Engineer. Page: 3/6 Project: Address: Phone: E•rnat Input Oats erd rowel mai be Mettel f0eemjlhthe egeling circeetences. ihe etendaele and guieecnee mil be checked fer pleuelbely, Ova flgekete Coapeq Ira 8956 W, Lee Poems Buoyant mammon, CA 44581 926,560,9000 Plc 925,641,9671 wo,sironglit,com SWITCHGEAR S MPSON StronTie Anchor Designer T14 Software Version 27004.0 )..RosultIng Anchor Facil Company, Date; 2200 Engineer; Page 416 Proieci: Address; Phone: Email: Anchor Tension load. Shoot load x, Shear load y, Shear load obmbhod, Nte (0) Vte, (le(v(+(V.,)1 (10 1 1360,0 00 328,0 328.0 Sum 1360.0 0,0 328.0 328.0 Maximum concrete compression strain OW: 0.00 Maximum concrete compression stress (psi): 0 Reseitent tension brete ((b): 8360 Resultant covrossion forco (lb): 0 Eccentricity of resilient tension forces In oasis, ere (hob): 0.00 Eccentricity of rodent tension forces In Nis, e1e (hob): 0.00 Eccentricity of resultant shear forces ki e (Inch); 000 Eccentricity of meant shear forces in y•alls, eV, (Inch jt. 0.00 4, Still Strength al Anchor In Ten11on (50c. 1741) ON. (0) 12100 0.5 9075 ilacrote Breakout SIrtn9111 of Anchor In Toggiakcja2) z 14,4040 (Eq, 17.4.2.2o) o f, (psi) No (In' /4 (10) 17.0 1,00 2500 2.250 2869 03604 'Q750 (ANd / AND>) 9V'e.PV'coNs (Sec. 173,1 & Eq. 17.4.2.1e) AiG (ei) hp Pe Coh (111) %try %ry Y'y 4558 4556 6.00 1,000 1,00 1.000 Git I 0 G 750+Vte (lb) 2869 0.65 '399 Pullout StrarIlh.of Anchor hifInsion ISK,17,431 0,7504 0,75(KpAdNp(f,/2,500r (Stc. 173.1, E. 17.4.3.10 Code R000r1) k I Np)O( f(Ps') " 0,750Np (09 10 1.00 2870 2500 0.50 9,65 1399 pdla ell We nit be thaw tor recool tulthihe exiAng ctralnetenoes, the .leatarde aM guldellnee mull be cbed.ed lo; falcon 50010-111 corpoly ina 5666 4,1,Ln P0.1141.1 ?aorta:4 Phesahton, CA 94566 Phone as3.560,900 Fax, 925.047.3071 Vifk,00n/00m SWITCHGEAR iraorgTie Anchor DesignerTM Software Verson 2,8,7094,0 I' :11 I 1„_. V. ft) lru 4444 ib) Company Dare: 212612020 Engineer. Page. 516 Protect Address: Phone, E•ma0: 0510 1.0 0.05 4232 1, Concrete ereattou( Strength of Anchor In Sheer MMec.10,5,2) Shwperpendlahr to edge In y.directlon: Ve = minj7(4/ d,1rvd.4,vf,c1r0; 944'40'1 (Eq. 1752.24 8 Eq. 17.5 2.25) t.)m) d,)m) 4 r,(psi) c., lin) 4(b) 2,25 0.500 1.00 2500 600 4914 49ar44(As/Am)W,r f V5'1,vV1,(Sec.173.18Eq.l7.5.2.1a( Arlin') Av ( I 1'.aV Wer Wnr 60.00 16200 0.900 1000 1.500 4914 0.70 1120 IA, ft) 4 44 0) Shwpna&el to edge In ydhecflore: Vr ■ minIT(4/d,))10.41f,e,i e; 9A.rfso' y (Eq. 17,52.2a & Eq. 17 52.25) 4(h) d,)m) A, A(pOO co 01 14, 101 2.25 0.500 1,00 2500 6.00 4914 4V a W (2)(4 1a / A xo) W,e r W, r 61.vVr (Sec. 17.3.1, 17.5.2,1(c 18 Eq.17.5, 2.1 a ) A►pn') Ait, (mr) WrV Wry 1'nr V1,(Ib) 60.00 162,00 1.000 1.000 1.500 4914 Coeur* Prwd Strength of Andra h Sher I5ec,17,5.3) 4V1r■11 Ne+44e(A*/4o)W4oeY' Y'j &(Sec 17 3.1 8 Eq, 17,5,3,1a) k„ Aft 10 8,6102) Waa Wer, 6 til ) 1.0 45.56 45.56 1.000 1.000 1.000 2669 IntlnWon of Tensile and Ow Facts 13.c. 17,6J Tensbn FaUond Land, fe . (b) Design S0englh, aN (le) Sled 1380 9075 Concrete breakout 1360 1399 Pullout 1360 1399 Shear Factored Load, V. (b) Design Strength, eV, (1b) Sled 326 4232 T Concrete brukout ye 323 1720 Concrete breakout se 328 3022 Pre! 328 2008 Ratio (.15 0.97 0,97 Ratio (.00 0,19 0.09 (.16 4 4Vm(Ib) 0.70 3822 t0. 4 4V«)0) 0.70 2008 Slams Pass Paas (Governs) Pass Slams Pass Pass (Governs) Pass 'Governs) Pass 1nlaer5110Ora NON, V,.14V, Centred Ballo Permissible Status Sec 17.6..1 0.97 0.00 97.2% 1.0 Pass 1IY0 CS Slronpioll 2, hnom:2.76' (lOmm) melts the selected design cdterle, Pores wawa mum let Thera for women rah me esmeg ceQ rrowees, the emtrde ea guidetree mita! be checked lapeueka9ly 1 595910 Lao Pons Bakal Pkuaadn, a 3511 Noe 925560 1006 Fee 925,313171 woo 4ienpoe.cam SWITCHGEAR Anchor DesignerTM Software Vertbn 23.7094.0 Company Dale 2120/2020 Engineer: Page 818 Address: Piton Email' ILINEDD • Per *brae moot, ductility requirement' for tension have been determined to be seeded -designer to verily. • Per dtsbner input, ductelly requirements ler shear Faye been determined to be satisfied - designer lo verify. • Designer mal cram own judgement b determine if MO design 8 suitable. • Refer lo mere4ecturer's prodsd wterande for hole during end insmba2on Instrucuoos, "pit dna sad role men heehaw for 'pram ,ee me eenmlp aamrancee, the nntlmda area getldines mem 1e uadle 6a prusxmh. . 595101.$NOM 0We1W PM 110110 CA 45111 Pinar 925.590.9000 91, 925.373171 WWI axapuscom TRANSFORMER 950# MAX AND ALL TRANSFER SWITCHES Anchor Designer', Software VeraJon 2.8.7094.0 1,PrgJecl Infameifan Wormer wmpamy: Volley Eleeolc Customer coact tame! Cuslaner e -met. Convent Company: Date; 212012020 Engineer. Page: 118 Project, Address: Phone; E•me0: Project description; Transformer I Transfer Switch location: Fastening desabtlm; 2. bout Gate 4 Anchor Parameters General Bae Netsrlsl Design methodACl318.14 Concrete: Namd•xgight U: Imperil units Conuete thickness,h (inch); 4,00 State: Cracked Anchor Information: Compnulw stranglh, f, (ps0:2500 Anchor type: Torque controlled expansion ancha Wan; 1,0 TRANSFORMER 950# MAX AND ALL TRANSFER SWITCHES Anchor Designerm Software Version 28.7094.0 Load end Geometry Load facia source: ACI 318 Sec0on 5.3 Load 4m binetiem not set Seismic Jaen: Yes Archas subjected to susteinsd tensiar. Not appticehle Ducally section la tensbn:17.23,4,3 (d) b fettered Dudillty aerLog fa shear: 17,2,3,53 (c) is seeded Dofacta:natio l Apply entire sheer toad 0 front row. No Anchors enN meeting eebmlc beds: Yes Strath level bade: Matelot Carbon Steel Reinforcement condition; 8 tension, B sheer N.181: 891 Diameter (inch); 0500 Steplementel reinforcement Not 'WW1 V. (Ibr 0 Nominal Embedment depth (Inch): 2.750 Reinforcement prouded el corners: No V., jl6J; 441 EPectNe Embedment depth, he (inch); 2.250 gnore concrete breekout in tension; No Coda report ICC•ES ESR•3031 Ignore concrete breayo 4In sheen No <Figure 1> Anchor category, I Ignore ode requemeeno Not imputable Anchor ductility-. Yes BueGup gout ped; No las (inch); 4,00 c.(inchr6,00 C., indr)!6.00 S.,. (Inch); 2,15 Recommended Anchor Anchor Name: Stnm}Bd192.112'0 CS Slrong.Boh 2, heom 2.75' (70rn) Code Report ICCES ESR3037 input Otteres rmasmoo Nurse laegreemen( Ah the awing clmmorpees, the lambda ere gellenesmusseechecMNlaoaueit ry. r }T r0 dame 5956W, tors Pokis Bodanrd PletasMer, [A 94551 Pepe' 925 181.9O Fax, e2e041,381I xxw.m sgssrem 0 Ib Company Dela: 212012020 Engineer. Page 218 Project, Address: Phone: Email: z WORSE CASE TENSION 991 Ib 1l WORSE CASE SHEAR 441 Ib IrrmsQMand mute mull be checked to agreement with the eshi g *matinees, the berdama aro guueume must be dacha for rennteek caps. -1 Somers Corm, Om 5966 W la Polllaa BouU4 memento, CA 94555 P one: e 6540,90 Fla 925,6413011 wow gene can TRANSFORMER 950# MAX AND ALL TRANSFER SWITCHES 4Figure Anchor DesignerT0 Software Version 2 VON 0 Com Ay: Date', 2202020 Engi.eer 1 06 Prolect: Address: Phone, &main TRANSFORMER 950# MAX AND ALL TRANSFER SWITCHES IMP ON Anchor Designee" Software Version 8J094.02 ^ --•-• 'Y. ^- Compare'''. Dote: Engineer. Page 4/6 Project Address: Phone: &main Anchor f Anchor Tension load, Shear load x, Sheerload y, Shear load ores -111W, Nilb) V.pb) (ti) 1v)-14tvi4 qb) 1 991.0 0,0 441,0 441,0 Sum 991.0 0.0 441.0 441.0 Maximums concrete cornorason strain IV 0.00 Nahum concxete oornpreson stress (psi): 0 Resultant tension Force 0b): 991 Resultant compression force (I# 0 Eccentricity of resultant tension forces In keels e'N., (1011); 0.00 Eccentricity of resultant tension fom in resit en *hi: 0,00 Eccenally of reseltant shear forces in kaxis e'.(0): 000 Eccentricity of reulta shear forces in y4x13, rhy (101: 0.00 4, Sblil Strength ol Anchor ln Tension jSec. 174.1) (t) 0A1., (10) 12100 0,75 9075 /4 44411,hwulEq, 17,4.2.2e) r, (psi) h,7nj N* 7.0 1,00 2500 2,230 2859 0.1504*, D350 (4.t/A0)11.40,,to VioN* (Sec. 77.3,10 Eq. 17.4,2.1a) A*(I111) Ah* e 11**,/ 10'0,* lie (lb) 0 0.750M* (1b) 45.56 4556 6.00 1.000 1.00 1.000 2869 0.65 '399 11, Pullout Steno:01.ot Anchor.ln Ttniten.(Sec, 174.39 0.7504 0,75A4(f,/ 2,500r ISE- 11,31, 4174,3,1 & Code Repoli A 04(10) (psi) n 0 0,750k. lib) 1,0 1,00 2810 2500 0,50 0,65 1399 Input data ord tesula nut be checked for mewl* the Wang &teetotal, the stendat end *deltas must be Checked lot pleuabiay. eau data and re9U0.1 ta cheched for agreement alth the existing dromstancea the standards and guidelines must be caeaktal pasuatility. OecetdecettTa atavarty at- 5159W, Los Pontos Boideonl Piero*, CA IWO Ph011,500,0000 Fel:925,847.361$ *Mt* OrVe.com Scow Secnt111Comern ins 5866 w, Wheels kievord Pleasanton, CA 945811 Noe 915,520.9oso Fax:925$47.3871 on* strontium TRANSFORMER 950# MAX AND ALL TRANSFER SWITCHES SIMPSO V. (lb) bu Anchor Designer" Software Verson 2.870940 6510 LO { 0.65 {evv{V. (lb) 4232 Company: Dole; 212012020 Engineer. Ppi 610 ProecL Address: Phone: Eirre9: 9. Concrete Breitout Strength o(Anchor In Shear (Sec, 17.5,21 Shwpaprtdlc4Nr to edge in y-0lnceon: 4= min17(1,/d,77,f Meir,c„'v; 9,I,Vf,6i'1(Eq.17.5.2.2a 8 Eq. 17.5,2,261 V4(11 4914 G(in) d, (n) .1 f, (psi) Gr fm) 225 0.500 1,00 2500 8.00 _{(Aw/Ar.)WrrY2vf vVe,(Set.17.3.18Eq.17.5.2.1a) Aw00 (n7) Y'ur Wp War 60.00 16200 0.900 1.000 1.500 Y40b) 4914 0.70 Sher pallet V. e mnpQdd,j7vdd.vf c,'°; 9a,vf,u,''I (Eq. 17.5.2.2 8 Eq. 17.5.2.2b) 6 (In) 5 O a, r (pal Co (in) Vr (16) 2.25 0.500 7.00 2500 6.00 4914 OV., (2)(Aw/Awo)Y'avWaVY&vVr (Sec. 17.3,1,17,5,2.1(c) 8 E. 17,62,1e) A. (le) A0fn71 Yary 6.v 410, Vr(I8) 60.00 16200 1.000 1,000 1.500 4914 10, Concrete Prwul Stnrlth of Anchor In Shear I0ec.17i.3) {V. a Mast. c 4Ra(Aw/Awc)WwvWcwY'awNa (Sec, 17,3,1 Eq. l7,5,3,18) kr, AreOn') APO 09 Wwe Yce Paw 1,0 45.56 45.56 1.000 1.000 1.000 06, (lb) 1720 0 IVm, (lb) 0.70 3822 11, ROAM IntencUon olTsnsile and Shur Force' lSec.1b6 Tension Factored Load, N„ 7b) Dugs Strength, 4Nn (p) Retro Pe (I5) 0.70 2008 SIM Steel 991 9075 1.11 Concrete breakout 991 Pullout 991 1399 0,76 1399 1.71 Shear Fadared Load, Vw (b) Deepn Strength, iV. (I5) Rets Pan Peas (Governs) Pau SIM Steel 441 T Concrete bnakout ye 441 Concrete breakoutse 411 Pryout 441 4232 (.10 6720 3922 2008 016 0,12 (.22 Pass Pau (Governs) Pass (Governs) Pass IMaredbnchech NvV{N, V.lIV, Combined Reit PretobI. SIM Sea 17.8.1 0.71 0,00 70.9% 1.0 17'0 C5 5trong.B0112, hnom:2,T5' (lOmm) nits the ulactsd daalgn cdteru. Pau fro detl id rends mat re dncled for egreemre weh me tool crcumeyee4, Wander* Odeon must be cb61 Id pauel6gr ' . 695+W.los Pot* &Orval PlsneMn, CA 94565 Phan 924,5509000 Fee; 026,647,9571 wewalm,gda.ocm TRANSFORMER 950# MAX AND ALL TRANSFER SWITCHES SIMPSON Anchor Designer"' Software Version 2.8.7094.0 Compare/, Date: 200'2020 Engineer. Pape 810 ProleW: Address: Plana: Pad: 11,Wa No • Par designer Input, ductility requirements lor tension neve belt dtlsm4ned a 134 saluted - designer to verify. • Per designer Inp4I, duc0/Iy reparemente Por sheer have been determined to be seethed - designer to verily. • Deegner mud erertlw own Judgment to Meer* if Itne deagn n mike°. • Refer to nsswfadurer s product 9taroNre for hole cleaning eM InatalaSon inabucoom, baud* rid mull must be cbbed for egrnmm wlm to smog raw Lances the "revel 504 guar/nes muss be cheated la plootty. t 59540 LsPoem 6ouleord PWumon,CA9e544 Prone 905.550,9009 Fou 925947,9671 WOW eknee can TRANSFORMER 525# MAX a Anchor Designer T/4 Software Version 2.8.7094,0 1,Proha Kendal Customer company VaNey E c c Comer =nom some: Customer e•mad; Comment Company: Dale; 212012020 Engineer: Page; tie Project: Address Phone: Email: Project description Transformer 525,0 Max loaaoe Fastening desert : 2 hroul Deie a Anchor PenmeNAe Goner* Bou Material Design melho :ACI 31114 Contcree; Nvmeloreght Brills: Imperial units Concrete likeness, h (inch): 3.5D Siete: Croded Moho Information: Compressive crimp, rg (psi1' 2500 Anchor type: Tome controled monster anchor 4cv;1,0 Materiae Carbon Stool Reinforcement condi*: B tonsien, B shear Cisme* pncAo 0.375 Supplemental rdrdcrcanwm: Not eheatable Rommel Embedment depth (inch): 2,000 Reinforcement prorded ei comers: No Eflechve Embedmnldepth, ha (In y 1,625 Ignore concrete breekoul in tenon; No Cade report 1CGES ESR4017 Ignore concrete breohoul Oar No An category;1 Ignore Bdo requirement Not applicahie Anchor dudiSty: Yes Budd -up gout ped, No h. (holly 3A1 c. Brch):8A4 G.pwh):600 s� ilnchy.3,00 Recommended Anchor Anchor Name: Stung -Rol* 2.319'0 CS Shong1oll2. hnom:7 (51mm) Code Report ICGES ESR4037 IEE dere Ed resub Awl ore deeded for egeemelA wNh the WE%CUCurmr7 m, Ow 4nErds end pleas al be chMked brpeuaiNary,. yr�Lur.TrCwo3ets 5950 W, lesNEE Bab+ud Mementos, CA 9458e Pham' 9255609000 Few 925111271 Yet w.sharo Qom TRANSFORMER 525# MAX MPS° Anchor DesignerTM Software Version 28,7094,0 Load and Geometry Load Ada swots; ACI 318 Section 5.3 ladcombhe8ort not set Seim* desgm Yes Anchors subjected to sustained melon: Not applicabN Doodah sedien for renege; 172113 (d) b saris f Ducdllty 50504 for Jreer,17.2 3.5.3 (c) is sabsOod flo lector. not u1 Apply entire shear bad at front row. No Anchors only resisting wind andion seam; bads: Yes Strength level bads: Nur Ibl; 497 (6I: V w (IbI: 244 <Figur 1) Company Date; 2720/2020 Enpinear. Page 218 Address: Phone. Email: z 497 Ib 1 ... !NE maleand see smintbedeckedfaragreementwasAeesnwpchonelsnms,Aeankardeat4guldeilmsAweoredwdtetophusENlty. rpVarflaCmm►Y 5955W lel PoweBouiavrd PosiAtort, CA 04566 Phone; 9255600000 Ftt925047,3071 %vwEmplh,am TRANSFORMER 525# MAX Anchor Designer" Software Version 107094,0 SIMPSON cFigure 2> C0r0P0Thr De .:2/202020 2/202020 Engineer:P000 Page 0/8 Project Address: Phone, E•rnall: TRANSFORMER 525# MAX StMPSON Anchor Designer" Software Version 2.8J094,0 • Company Dale; 2/202020 . Page 4/8 Proiect Addres , Phone; Bmarl. Sum 497.5 0.0 Malmo concrete compression stele (14):0.00 Moslem concrete compression stress (110,0 Resultant tension tome b);497 Resultant consprzsion force lib): 0 Ecceritleity of revititIl tension forces In sesis. eo (hch): 0.00 Ecter0Hoily of resultant tension forms In rods, e/ ,CV); 0.00 Ecconirldty 08 msoltont shear forces In peals e'v, (Inds): 0,00 Ecceninthy of resultant shear forces In yexis, o'v,, (Inch): 0.00 N(Ib) 0 0N,(10) 5600 0.75 4200 N6 z 4.7,0A/15(9g. 17.4.2.20) 17.0 100 2500 NA CI) 1.625 1761 0.750 0.750 (.4.•/A....)1s..$,..N.11. (Sec, 17.3,16 Eq. 17.4.2.1a) A gt (10 AJb (ir? (In) v os. 'KO (lb) 0 0.750k. (1b) 23,77 2177 6.00 1.000 1.00 1.000 1761 0.65 856 244.0 244,0 0.750k. c 0.750f.eANN2,500r (Sec 17,3.1, E. 17.4.3.1 5 fqF A 4 Nip 00) )pi) 1,0 1.00 1484 2500 0.50 0,750400 0.65 723 44 0'4 pi row moat checked ta egesnel d...! 0009 Montanus, ihe &dards and quIdetee no be cnedtd for peutelet lepvi data mono muu be checked tt egreemell Ole okON teruntinnma, tla, sond00s and pfidellnea musi bo00odo0lus ptetatIllry, t0oIr 5950 k lot Pcseis kepard Phnom. CA04564 Plat 9250.3,,, 925.041.3871 wo.airongtiew !APO $V0V1)1CoriPeif le4 3858V0,8jP0os0ruJra1 Newer, CA 9d500 Ftens 015660.9000 Fa.g; 925.647,Z871 weellanigintem TRANSFORMER 525# MAX Anchor DesignerTM Software Version 2,8,10940 0. Ste.l Sttlnathot Anchor in Shur ISsc.17,i q V.(D) eau 1 &Oa.IIb) Cox glsny Dale, 112012020 Engineer. Page 5'6 Protect Address. Phase: E+nap: 1808 t-4 0.65 1170 9. Concrete erethout Strength of Anchor In Shaer (Sec. 17.5.25 Shurperpndlcow to ego In sr -direction: v.= min17(6/d,)"tid.+,1Gc„'+,9A.Yr,c, y(Eq, 17 52.2a 8 Eq. 17.522b) 011 d,lin) r,(pel 4, fin) V„(ro) 1.63 0,315 1.00 1500 8.00 4224 IV.r °I (Ave/Aw)Yav W, v M vVv, ( 17.3.1 A Eq. 17.52,1a) Aw(1) A., (0) 9mv Y,v W,r V,v(b) 0 4U<mIb) 52.50 162,00 0.900 1,000 1.604 4224 0.70 1783 Shwpere9U toed,. In ydiinctlon: V■ min17(1,/d,T11401r,4!'}944'41'11(Eq. 17.5.21a&Eq.17.5.2.28) 611n) el. (c) a, 1, (p49 c, (a) V.(lb) 1.63 0.375 1,00 2500 6.00 4224 4V w 40 (2)(Aw/ Av.) YavY v A.rV■ (Sec, 1121,17.5.i11c) 8 Eq. 17.5.2.1aj A■(m') A..(ire) Y'av Ycv M.v V.(Ib) 0 ;Vay(lb) 52,50 162,00 1.000 1.000 1.600 4224 0.70 3073 10,Comte ?mut 8mnathetAnClIk nmoor144,17.5.31 IV. a M No. etq(4%/AsorPo4fatoo40(Sec 113, d Eq. 17.5,3.1a) kn Ah)kir) As. lee,) til 1., toNI5) • 014+ it) 1.0 23.17 23.77 1.000 1,000 1.000 1761 0.70 1233 11.140111 Iptsrec0on o1 Tensile and Shesr Fgtges IS 1184 Terulon Feclored Load, N. 95l Ih, aN. (Ib) Slates Steal 491 Concrete breakal 497 Mout 497 723 11 0.69 Pass Pass Pus (Governs) Shear Factored Load, V. (5) 0eegn Strength, eV, (5) Ratio Staves NW 244 1170 C.21 Paas (Governs) T Controls breelout r 244 1383 (.18 Pass Il Concrete breatai x+ 244 3073 (.08 Pass Pryout 244 1233 (.20 Pass laureatechecl Ns & VJ4V, Combined Rollo Permissible Slakts Su, 17.6.1 0.69 0.00 68.7% 1,0 Pass 31e CS 6hongd8oll2, hnom:2' 161men) most* the selected design ait.da. TRANSFORMER 525# MAX Anchor DesignerTM Software Version 2,8.7094.0 Company Dear 22072020 Engineer: Page 816 Pm)ecr. Address: Prone E•msil, • Per designer inul,ductility regdremenle Wr tension have been determined to be sa561ed - des gnor to wiry, Per designer 5 I Why requirements Sr sheer lave been delmmioed to be satisfied designer to verity, • DMlgner must iterate own judgement to *wee it Ih s dew h suitable. Reser to moduhaer's product Venire nor has dealing and 5/578805 Ins9UCC0ns, *Val Yd mods mop be dMdsiO ler Kenn wh Me mil eewi,ame. aro ones* aM pmdeanes map be Medd kx plv dsi:Cty II¢e ora eve *Ai min bi thicked Iv preemie wm oar volley cmnwwncee ore mos v5 pudelinee moil be neawd 1a ,sura , SOSSW Ls Pogo eoievpd'Idxemm.CA945se NM 929.5699000 Fee 925.611,3511 wvseongetor 6936W nae Neat 6iuIs we PMtunkm,CA 94549 Pine 9235Cd,900I Fu 9255413471 wve.edongas m DEI •", DIBBLE ENGINEERS INC February 20, 2020 Valley Electric Company Attn: Matt Kraske, Project Engineer 1100 Merrill Creek, Parkway, Everett, WA 98203 Re; Tukwila Justice Center — Mechanical Seismic Anchorage 15005 Tukwila International Blvd, Tukwila, WA 98188 DEI Project No. 19-379 Dear Mr. Kraske: Dibble Engineers Inc. (DEI) has completed a review of the proposed switchgear, transformer, transfer switch, and panelboard installation at Tukwila Justice Center in Tukwila, WA at the address listed above. Our review is limited to the anchorage of the four types of mechanical units required to resist gravity and seismic forces during a code -level seismic event. The proposed switchgear, transformer and transfer switches will be anchored into an existing housekeeping pad or to the slab on grade through the housekeeping pad. The panelboards are proposed to be installed on the existing light gage metal stud walls. The existing wall and floor structures shall be evaluated for additional loads by the building Engineer of Record, EOR. Design of the unit's anchorage is based on the weight and size of the unit mounted at ground level or on the wall; information provided by Valley Electric Co. Contact DEI for review if site conditions differ from those described. Please reference the marked -up shop drawings for additional anchorage information. Dibble Engineers did not conduct a comprehensive analysis of the building, slab on grade, housekeeping pad, or the units themselves to resist gravity or code -level seismic events. Unless specifically discussed in our review, no other conditions were evaluated or considered. Our review and discussion summary does not provide warranty either expressed or implied to the existing conditions or work completed subsequent our design. Dibble Engineers appreciates your business. We invite you to please contact us with any questions or for clarifications to our work, and we will be happy to assist. Sincerely, DIBBLE ENGINEERS, INC. Jessica K. Lim, EIT Project Engineer Jessica@,dibbleengineers.com Travis S. Colliander, PE, SE Associate Travis(@,dibbleenoineers.com Attachments: Redline shop drawings, calculations DIBBLE ENGINEERS INC 11029 Market Street, Kirkland WA 98033 1425.828.42001 dibbleengineers.com REV DESCRIPTION DATE SWITCHGEAR Estimated Estimated Shipping Weight Shipping Split 1 757.00 lbs / 343.38 kgs Shipping Split 2 560.00 lbs / 254.02 kgs Shipping Split 3 802.00 lbs / 363.79 kgs LEFT SIS BE VIEW Lifting Brackets 2 [ 2.50 [64]-1 v "—[787) —. ~ t 1.00 4 .... ,.[375] 2.50 64] TOP VIEW — FRONT 31.00 2.50,1 [787] (64] 31,00 [767]— 24.00 21100 [610] 1.50 [533] [38] 1.50 [38] .75/[19) DIA WO HOLES OFFSET 3.00/[76] TYP FROM SIDE ' 14.25 - [3623 36.00 [914] MAX DESIGN WEIGHT IS 2119# 3.1.11.85. [301R, 5.4 LLE 30.00 Q 0 36.00 1 [762] [914] 2.50 [64) MECHANICAL UNIT MIN -I Et EVATION 1/2"0 SIMPSON STRONG BOLT -2 w/ MIN. 2.75" EMBED INTO SLAB ON GRADE W/ WASHER © EA. HOLE, (TYP. 12 LOC.) NOTE: 1- DESIGN BASED ON UNIT ATTACHED TO CONCRETE SLAB ON GRADE OF 4" MIN THICKNESS. NOTE: AU. DEVICES REOUIRING GRILLING OR INSERTION IN MOUNTING PAD SUCH AS CONDUIT. ANCHORING STUDS. SLEEVE INSERTS. ETC. SHOULD BE INSTALLED BEFORE SETING EOUIPMENT IN PUCE. 3 5' HOUSEKEEPING PAD (E) SLAB ON GRADE DUAL DIMENSIONS: INCHES MILLIMETERS TJC (02C) EQUIPMENT DESIGNATION: MSB EOUIPMENT TYPE: OED -2 Switchboard DRAWING TYPE: SIDE TOP VIEW & FLOOR PLAN M., 08 2019 5501E NOT FOR CONSIRUCOON Dwct FQ-808287-233904 I PG OF2 IREV- 4EY DESCRIPTION DATE ==S==S== TRANSFORMER 25.50 [648]1 29 32 (745) MOIR • SQUARE APPROXIMATE CENTER OF GRAVITY 12.57 [319]— 12.93 (328) 3.50 [89) SEISMIC QOM 1FJCATION TO BE COMPLIANT WITH THE SEISMIC REQUIREMENTS OF ASCE/SEI 7. THIS UNIT IS SELF CERTIFIED TO ICS ES AC156 BY SHAKE TABLE QUALIFICATION TESTING THE ENCLOSURE ABOVE IS 19M. ENTERING SIDE ACCESS POINT 6.96 [177] 4.50 [114] .7 [I 25.93 APPROXIMATE CENTER OF GRAVITY NOTES: cUlus LISTED TO UL1561 AND C22. 26647, FILE NUMBER E6868 NEMA ST -20 (2014) ROUTINE TESTS ARE COMPLETED ON ALL UNITS, MiNUFACTUREO IN 1509001 FACILITIES GREEN PREMIUM (ROH5/REACH COMPLLLNT, PRODUCT ENVIRONMENTAL PROFILE) REGISTERED TO DOE VIA 10 CFR 429 & NRCAN MINIMUM SIDE AND REAR CLEARANCE 1/2 INCH PER UL1561 ALCOVE TESTING. FRONT ACCESS MUST COMPLY WITH NEC WORK SPACE REQUIREMENTS. WIRE ACCESS SHOWN SHADED ABOVE. LOCATIONS ARE FROM SIDES AND FRONT BOTTOM. 4.28 [109] 3,82 (97) 21.50 (546] 2.93 [328) 9.48 [241] 1.42 25 (39) i (32] 17 1.[00 H 25] 4.00 [102]' 3/8'0 SIMPSON STRONG BOLT -2 w/ MIN. 2' EMBED @ EA CORNER, w/ WASHER .50 DIA [13] (4 PLACES) ENTERING BOTTOM ACCESS POINT MAX DESIGN WEIGHT IS 525# ANCHOR 3.5' HOUSEKEECNG 8412 MECHANIC*i UNIT PLAN v'EW LRANSF0RMER SPECIFICATION 45WA 3 PHASE 60 HERTZ 3900 PRIMARY VOLTAGE: 480V Dena, 6 - 2.5% 2+4- Tops SECONDARY VOLTAGE: 2081/1206 150 Deg C RISE ABOVE 40 Deg C AMBIENT 220 Deg C INSULATION SYSTEM AArninum WINDING AWIWIOMelsM Type 2 Siondord Painted ANSI 49 Grey MINIMUM EFFICIENCY 98.4076 O 3576 LOADING 75 Deg C COMPLYING WITH 10 CFR 431 (7B FR 23335 -APRIL 18, 2013) EXN45T3H 0041 019E5010NS: INCHES .108 NAME LTC .10B LOCATION' DRAWN BY' (026) EQUIPMENT DESIGNA110N: EQUIPMENT TYPE: LV DISTRIBUTION TRANSPORMEI DRAWING TYPE: ELEVATION VIEW ENGR: DATE: Mov 03 2019 DRAWING STATUS: 01015 NOT FOR CONSTRUCTION y44rira.w* 0150/ F0-908287-23410328-01 [ Pc I 4EV DESCRIPTION DATE TRANSFORMER 30.06 (784] 33 50 [851] MENEM SQUARE APPROXIMATE CENTER OF GRAVITY 14.95 •3.5014.06 1 i [89) [757) [380)— ENTERING SIDE ACCESS POINT 7.43 [169] 27.43 (697] APPROXIMATE CENTER OF GRAVITY 4.06 [357] 4.38 .75 [111] (19] 4.28 [109] SEISMIC QUA' 'PICADOR TO BE COMPLIANT WITH THE SEISMIC REQUIREMENTS OF ASCE/SEI 7, THIS UNIT IS SELF CERTIFIED TO CS ES AC156 BY SHAKE TABLE QUALIFICATION TESTING THE ENCLOSURE ABOVE IS 20M. NOTES: cULus LISTED TO UL1561 AND C22. 2No47, FILE NUMBER E686B NEMA ST -20 (2014) ROUTINE 'TESTS ARE COMPLETES ON ALL UNITS. MANUFACTURED IN 1509001 FACILITIES GREEN PREMIUM MOTS/REACH COMPLIANT, PRODUCT ENVIRONMENTAL PROFILE) REGISTERED TO DOE VIA 10 CFR 429 & NRCAN MINIMUM SIDE AND REAR CLEARANCE 1/2 INCH PER UL1561 ALCOVE TESTING. FRONT ACCESS MUST COMPLY WITH NEC WORK SPACE REQUIREMENTS, WIRE ACCESS SHOWN SHADED ABOVE. LOCATIONS ARE FRONT SIDES AND FRONT BOTTOM. 3.70 [94]1 23.25 t_ (591] 10.54 [268] 1.19 [3°) 1.16 r [29] 21 00 EMBEKE ogmom 27 75 (705] (25) 4.50 [114] .50 DIA [13] (4 PLACES) NTERING BOTTOM ACCESS POINT 29.89 (159] 3/8"0 SIMPSON STRONG BOLT -2 w/ MIN. 2" EMBED @ EA CORNER, w/ WASHER MAX DESIGN WEIGHT IS 525# ANCHOR 3.5. HOUSEKEEPING PAD MECHANICAL UNIT PLAN V1 TRANSFORMER SPECIFICATION 75594 3 PHASE 60 HERTZ 4458 PRIMARY VOLTAGE: 4804 D4flo. 6 — 2.59 2+4— Taps SECONDARY VOLTAGE: 2087/1204 150 Deg C RISE 68095 40 Deg C AMBIENT 220 Deg C INSULATION SYSTEM Aluminum WINDING W'..,,,, 48 Type 2 Standard Pointed AN51 49 Grey MINIMUM EFFICIENCY 98.609 0 359 LOADING 75 Deg C COMPLYING WITH 10 CFR 431 (78 FR 23335—APRIL 18, 2013) EXN75T3H QUAL DIMENSIONS, INCHES JOB NAME: TJC JOB LOCATOR: DRAWN BY: (02C) EQUIPMENT DESIGNATION: EQUIPMENT TYPE: LV DISTRIBUTION TRANS Oh DRAWING TIME: ELEVATION VIEW ENOR: DATE: May 03 2019 DRAWING STATUS: QUOTE NOT FOR CONSTRUCTION EMEEDID. molt 6Q-908281-23410432-01 1PG 1 250 DESCRIPTION BY DATE --l--/-- TRANSFORMER MECHANICAL UNIT 31.31 [795] 46 00 [1 69] ail Ems_ M'N. ill ME APPROXIMATE CENTER OF GRAVITY SEISMIC OUAUFlCCj1QTj ELEVATION TO BF COMPLIANT WITH THE 5E15M15 REQUIREMENTS OF ASCE/SEI 7, TH15 UNIT 15 SELF CERTIFIED TO ICS E5 AC156 8Y SHAKE TABLE QUALIFICATION TESTING THE ENCLOSURE ABOVE 15 21K. 15.71 3.5" HOUSEKEEPING PAD (E) SLAB ON GRADE [399] 3.63 [92] CONDUIT ENTRY ENTERING SIDE ACCESS POINT NOTE: 1 • DESIGN BASED ON UNIT ATTACHED TO CONCRETE SLAB ON GRADE OF 4" MIN THICKNESS. NOTES: cULus LISTED TO UL1561 AND C22. 2Na47, FILE NUMBER 56868 NEMA ST -20 (2014) ROUTINE TESTS ARE COMPLETED ON ALL UNITS. MANUFACTURED IN 1509001 FACILITIES GREEN PREMIUM (RoHS/REACH COMPLIANT, PRODUCT ENVIRONMENTAL PROFILE) REGISTERED TO DOE VIA 10 CFR 429 & NRCAN MINIMUM SIDE AND REAR CLEARANCE 1/2 INCH PER UL1561 ALCOVE TESTING. FRONT ACCESS MUST COMPLY WITH NEC WORK SPACE REQUIREMENTS. WIRE ACCESS SHOWN SHADED ABOVE. LOCATIONS ARE FRONT SIDES AND FRONT BOTTOM. 24.00 (610] 13.40 [340] 4.50 [114] .75 [19] 4.78 [121] 3.8 9.79 20.50 [99] [521] [249] APPROXIMATE CENTER OF GRAVITY 24 78 [629] 1 .47 r- (37] 1.16 -C [30] 1/2"0 SIMPSON 23 38 [594] 1.00 [25]-". 5.50 (140] MAX DESIGN WEIGHT IS 950# 29,1 1 [759] .50 DIA [13] (4 PLACES) STRONG BOLT -2 w/ MIN. 2.75" EMBED @ EA CORNER, w/ WASHER ENTERING BOTTOM ACCESS POINT TRANSFORMER SPECIFICATION 112.51/0 3 PHASE 60 HERTZ 4408 PRIMARY VOLTAGE: 4800 Delta. 6 - 2.5; 2+4- Tops SECONDARY VOLTAGE: 2085/1200 150 019 C RISE ABOVE 40 Deo C AMBIENT 220 019 C INSULATION SYSTEM Aluminum WINDING Type 1 Standard Pointed ANSI 49 Grey MINIMUM EFFICIENCY 96.7416 0 35; LOADING 75 Deg C COMPLYING WITH 10 CFR 431 (78 FR 23335 -APRIL 18. 2013) EX112T3H DUAL DIMENSIONS: INCHES MILUMETERS AE TJC EQUIPMENT DESIGNATION: ATIOw 75- (02C) EQUIPMENT TYPE: LV DISTRIBUTION TRANSFORMER DRAWING 'PIPE: ELEVATION NEW May 03 2019 111=" yrru"mw STATUS: QUOTE NOT FOR CONSTRUCTION 0556 F0-908287-23410512-01 1 P 1 of 1 1 REV - 7 6 5 4 2 OUTLINE FOR ASCO 300 SERIES 600-1000 AMPERE "H" FRAME (HSATS,H3NTS,H3ADTS,H3NDTS) FRONT CONNECTED TRANSFER SWITCHES TYPE 1 ENCLOSURE TRANSFER SWI ilP 19.66 CNgWD BS OW MPO NPSDNLY AND MR POLE OTS113. NOM 19.66 M J EFT 610E WITH DOOR OU 6,30-1g03 AMPS BOM TOR ANO R.56 MOUNTING HOLES (6) PLC'S BOLT THROUGH DIMENSION OF 1' MOUNONG HARDWARE MUST BE GRADE S WITH r BASE MOUNTING PLATE SIMIUR TO 'POWER STRUT P/N PS619' 19 09 Al 1691� 00 OE A; p1i FMB •V 51 10l P le 1•w, 1•N .,.Illy 1 A 1 21 97 19 09 WITHOUT 0000 5+00 SOP 00 80100A CONDUIT AREA 28.00" x 14.00' 6.ObJ 3.00-1J2.00 2'00 BOTTOM NEW 7 6 Lr) R10HT SIDE WITH DOOR FRONT VIEW WITH DOOR NOTE: 1- DESIGN BASED ON UNIT ATTACHED TO CONCRETE SLAB ON GRADE OF 4" MIN THICKNESS. MECHANICAL LN)T 1/200 SIMPSON STRONG BOLT -2 w/ MIN. 2.75" EMBED @ EA CORNER, w/ WASHER MAX DESIGN WEIGHT IS 489# t - 6' MIN ELEVATION 5 R MODE G.M CALVE FOD. ERANSI SIR,} A SOS MRD UOUND BUS' IS PRODDED. AN _ D. U n D MD BOTTOM UJCS �a701Z, THE S (00 t0 TINE 6006 ovD,w"'.w17,RSE '"MM`EJ0/ERGEaRArca ro DETERMIZ TERUINAMN WMIMRNS). AN ORDINAL FLU RATED NEUTRAL CONFICURATON FOR EACH SOURCE ARD TNE .0 WY BE INVADED. WHEN EOLIIPPED CATALOG NW NO.NEYOPE; (COPPER 6) ITIS IN ONE OF ME FOLLOWDO FORMATS A6 srttnEO BY THE (0) SWIM NEUTRAL PERE 6. ® LEHI. OF SPANN 9 NO KNOCKOUTS ARE PROvCrED. CABLING NNOTES NE WSuwUSO SMNoum M�EE 0 Eo1Ew > 0(5EE .MR OlE E'EID./ 74,. CF6 CfRlulRxRw nu0r TIN PLATER nNsv O. LUGS R PON,ENIN TURO0 PERULROO S 10 .S. -LOS. E RE BEND.066SPACE IS PRODDED MRP SZE BELO.) 52. .TPSS. STANDARD AS . . (SEE AMP MZE m0.). Mo Nl �H N1, R Iol �G,"RV nYtKNNpGTFO�s UNRS R DLL OE ROUNTEO ON THE MANSFCRFIUMSWOON NOTES 600 AMP SWITCHES L (SCREW TIN SE) (*08 ON E NORMAL. 0911.10911.14.1.O _ GL LOAD ONE (1)ELGPER PRASE AND NEUTRAL EACN SMRAOLE FOR GONMECRCN 6 TWD (2) /D -0100 FGM CU/N. CAME (SEE NO1E 'E' OEM). SUITABLE VIDE BONDING SPACE IS PROM. YON UP RI TWO (z) 600MCM GSM PFA 'MINN PER NEC. PRIMED STANDARD K FOLLOWS: (6) 1/0 RCOND .60x00 CM/AL CABLE 00)53Cm0 NOTES 800-1000 AMP SWITCHES M STAND.. MCCAW. (SCREW TOPE) LUGS ON ME NORMAL. EMERGENCY ORE (1) LUG ABLE FOR CONNEOTRN OF roux (4) 1/0 - Cu/AL CABLESE`E 00,E 'V Rao:). BELONG SPACE IS PROVIDED FOR UP TO FOUR (R) SDDMCM CABLES PEW TLRMNAL 2. GROUND 2) '/tl 1W4'M SCU/02 CA. ((ECTRw9. 3.5' HOUSEKEEPING PAD NOTES 400A (ADTS "53" 4 POLE ONLY) • w 55 - 25339 CU/ CONNECTIONS . Lt. ARE AA (E) SLAB ON GRADE 0PPRO8MAR SNPPNC WEw1. UrIS (YO) SWITCH RATNC (AMPS) 600.800 600,800 POLES WEIGHTS L8 (00) 19 (190) CATALOG: ATS -LR: H3ATSB380ONGXC QUANTITY: 1 4 TUKWILA JUSTICE CENTER TUKWILA, WASHINGTON 3 2 1 F 7 6 4 2 OUTLINE FOR ASCO' 300 SERIES 600 AMPERE "J" FRAME ( TS, NOTS) FRONT CONNECTED TRANSFER SWITCHES TYPE 1 ENCLOSURE TRANSFER SWITCH EFT SIDE WITH DOOR FRONT 1/0/3 WITHOUT DOOR /- EXTERNAL, DIMPLED CLOSURE MOUNTING 50110(4) (0.408 DA REF) CLEARANCE FOR 046 DIA HOUNTALG 806T/STu0 63 00 OUTSIDE 0/FERCENCY -1--AELA 40011 CABLE HERE sro 0IEL0 CONN. TERAIR/AL 00606 (TEL) 2004 .420[460 0(6 CLEARANCE MOLES FOR 1,18' MA SOLT. PLACEs (sorrom ONLY) 24 00 3606806306 CONDOR 1,45 LG Pe: VOUS IN ENICLOS,IIE. FOR 0.00 ROUNTINC NORMAL RICHT ROT - WITH WEIR FRONT VIEW WITH OMR 1/2'0 SIMPSON STRONG BOLT -2 w/ MIN. 2.75" EMBED @ EA CORNER, w/ WASHER 13,00,700 I. I MECHANC 1/NIT 24.00 •OTTOH 010 S.N. ELEVATION USER MNTROLs A INISCATORS CONTROLLER USER INTERFACE 6151.0 CONNE061045 TERmIrtAt. 91005 (10) SEE CABLING NOTE 3 156 HOUSEKEEPING PAD (E) SLAB ON GRADE NOTE: 1- DESIGN BASED ON UNIT ATTACHED TO CONCRETE SLAB ON GRADE OF 4' MIN THICKNESS. MAX DESIGN WEIGHTIS 340# '.1II/En.ER.51, NOTES IVE 1 6108602606658144(460. flOOR *NAIR Off *MY t00360 12 060650063110140 1, NEC SANOIRO 5.4065104 1166 DOOR 458 (00646061804,1 044865 4444 61 GRA, MASTER 00600 STAMM 03,106 P.NSI CMCOS 4435/41 640160 RECOMZED. 4. NEGOkoNNOED CLEAPFIVES FRON, 24 INdES 3. A 10i 4.1E0 GROLINO SUS ,5 PROVICE13. 18,1,S DES.. .61,111.,DOi BDTZO6 0.484 OM, 7. NU. NKED NE1064 MINECIION FOR ECt, .ANCE ME 13 OINK., 10.4 .NOED sr OK OF THE MUM.. FORWS gff PAE. CANAL Kt. NEM, 8, 0 GM. 05 006006 CABLING NOTES 41SZES AiPLIPD svoiun 6616 4(0448084366469 668) 6155. 4E6 4446 6.66 Sm.) 1. UM AllnAleN ALLOT 686. -,,_Tr 6.6%, LLAZID,Z.13.1. ntega£4=.47641C. tA. 48. 34 {TAM £. 603460 60 8610.46V.K.FtS INGNIOED. {SEE AAP 64644.0*) 2. GROUND 1.1444 406 FARA. TA.. 45 69100 Oa MAP SIZE 85.60 ..3TOOdER 81.0.51 ill'OnFI.CMWTOZ:414"1371.3"5NTPS V°2°.26' Znnlorge sanN nog AS mommtm NOTES 600 AMP SWITCHES 60633.60 sr 465cRencrAEs 444105intASE Nt0e.t.„ 4166SWUM MR 54,81..r SS* SAKI .3 .18,4040 16*0* 46168 ANAT IRR (58466*65 nft .S13.10 Wt. /415PMESP S.CARD 45. 10 )41 10 -300.44VatE XNert 7MS Dimension (W xDxH in.) :24 x 17 x 63 CATALOG: GEN-MTS:J3NTSA360ONGC QUANTITY: 1 TUKWILA JUSTICE CENTER TUKWILA, WASHINGTON ASCO 7 6 SEISMIC OUTLINE FOR ASCO" 300 SERIES TRANSFER SWITCH 10T SIDE WITH DOOR GROUND BUS 24420' '-'"ENCL0006) 15 42' 5 4 4 2 AMPERE "J" FRAM= (3ATS,3NTS) FRONT CONNECTED TRANSFER SWITCHES TYPE 1 ENCLOSURE RAN DA. MOUNTING HOLES (4) PLACES. i6" MOUNTING HARDWARE MUST BE GRADE 5 :,'TONAL 5000 NEUTRAL TERMINAL SSEMBLT (NTA) 12 97' 56. O. E OUT IDE 2 20.00 - FRONT VIEW WITHOUT DOOR 3/0-66 LL L.05 LC. AELDED STUDS IN _.NCLOSURE FOR ,NITCH MOUNTING FIELD CONNECTIONS TERMINAL BLOCK (TB) SEE GAOLING NOTE 3. RIGHT 5,01 WITH DOOR MEGHANJGAL UNIT 0.4207.460' 9A. MOUNTING NOSES (4) P 4' MOUNTING LARDWARE 9201 BE GRADE 5. USE 9i' BASE MOUNTING PLATE SIMILAR TO (POWER -STRUT P/N PS619). ROTTOM VIEW 1/2"0 SIMPSON STRONG BOLT -2 w/ MIN. 2.75" EMBED @ EA CORNER, w/ WASHER FRONT VIEW WITH DOOR 8 7 1 6 W31 ELEVATION CONTROLLER INTERFACE ERF CE 3.5" HOUSEKEEPING PAD 1E) SLAB ON GRADE NOTE: 1- DESIGN BASED ON UNIT ATTACHED TO CONCRETE SLAB ON GRADE OF 4" MIN THICKNESS. MAX DESIGN WEIGHT IS 340# GENERAL IV= m, Dom LTITETLAIc4L54. DM, POLYESTER POWDER STATIODARO MR MEI COLORS AVAILABLE CONSULT FACTORY 5. A 20% RATED MUDD BUS IS PROW.. 5. OW DEDGNED FOR COmBOARON TOP AND 13000.4 MILE OM. 2 TUM,N 9Nf O NE PoLL2N6NC 1444419 0* 9000699 01 ME 9964004 NOe".I 09010.1150 ♦" 0 �NEu1R�. N Asswmv 014) 6. STWHe. ® CENTER OE WNW CABLING NOTES SEPKIED STANDARD VADT 4TEC,41.r.CN_ (9:RfW T 6) MAYO(60E rem 02x0 BELOR) lCUT:OTtT•R99 =THL.N ALI '5252-m WNH ELECTRO m P4RD 6WN IS SCREW TCHTEN60 65201E UL 4&10: 15 PT -t b5. E SMirgY MIRE ODOM 8 SPACE IS RONOG). (SEE AMP DEE BELOW) ARE PROVIDED STANDARD M FOLLOWS. (SEE MP 92E 504099). 1 N'"RR SATS Mal ITS WITS TB RM1L BE „WxTEO ON THE TRANSFER Swx DCIT PRN425 NOTES 260-400 AMP SWITCHES ANDPER 429 2 AND WT.. 5 104) LAOS WHEN S(1 fl19 , TACH worm TORGENCYATAO MS CONNECTON 16495. TA /AL CAWS CR CNE (9 14 -6CDOCIA 02/01 6BLE. VIRE YNOwC SPACE IS PROVIDED FOR UP TO DK (T) 6004OAT 9940.E PER 224044040 (A) I/O-2LOGI wu0PR 404/AL e4T 24 as POLLENS: OKE(e) 1. -600404 Cu/u. 9449.[ CCWernws 0 NEUTRAL. TERMINAL ASSEMBLY. (4014) 4444. TWO (2) I/O -25-25.44.xa/At wEs OR ONE (T) Hw191w 14 FOR USLE. ATS Ars RO Es SV ITCH RAT TNG TAWS) VEIGHTS LS MCI 260-400 0 1821 160 (641 4 UR 60 CATALOG: ATS -EM: J3ATSB326ONGXC QUANTITY: 1 TUKWILA JUSTICE CENTER TUKWILA, WASHINGTON A ("r a )40115/,5 GP. IPTr s 000 5150179 4211/611 r FRAME, L.. 51 9 260- 2411 ) • 6611 11.11 ...Ari.a " 7:1.. I.. 051 ASCO .�.. 1�D051 53-.n1116P'rarT * 4 1 3 1 2 �I 1 8 QUICK CONNECT SU 0f1 S1 A 4F Ip STUDS SEG 23 16,00 (TVP.) MOUNTING TA0 (. PLACES) MAX DESIGN WEIGHT IS 08# FRONT VIEW HINGED COVER REMOVED FOR CLARITY 17) PAL, PPxes: UR« tEWWtiN.RRt SOt iReSSrERrSYaFfM SUO: iw.i t Nt[rs ARE 0.04E1 ”IOM THE OESVESvtOR u57E0 M UL+WS 10.wYER SVSru KCESSOm 2) OUTLET PANELS: -EM NNSTED CT RL0, A W WC. OBANK TO PSOURCE S) PAWL 64696: 4099 09x. 55/60 41, 4108 ANO 8C4s.3Pfy06 OR swjaw A) SPORT CTRCUT .ATr"c N Sl ENCLOSURE:. W 09.5 SWUM., AWS. 500 VK WAR„ +.S b CONSTRUCRON, TOR OUTDOOR USE ON, 164 - A SC 5a 51 GNEY 0EAOFRONT PANEL FOR CONTRACTOR ACCESS LOCKABLE NANOLE MTH INIERGRAL PADLOCK HASP 6 SERIES CAM 1111E CONNECTORS •INLET PANELS: -RECESSED MALE (0NN(C1ORS •OITLEE PANELS: -FOAM CONNECTORS 0E120 Arrlsw615. KO. NArx - COLOR WO. wR v.ewPN waw CONN6mos PNCE PwsE Rm (PNESE A). mg, (RNA59 a). 90 (PPASE o}. wen. WEN REMO. WAO KC. r,« oft MONROR, nrsex %t IZTT T"'" wsr ANo =Rafts*" POR m.R NE:. ;CZ ro *E + a . ROR KC. � n« onMtS) 9U RRRP. PREPARE ,NSTA1AA110 SRC ACCORD...1 LLCM CODES. - SVA.CE TO WNKx 044E19 '9 @E RWAitz0 oust EC CMAa.E 0i PERT. NE W04,E O/ M RANO_ A5 WELL AS 111.E POW, Or T< CABLES Ar KNE0 IC a. AYR OUCN CONNECT Puff. ss LDS. AMP DO. CONNECT PANFI 55 LES. ER C 1 3E WTI SE .L0WEE IN MOW OK 1NE Puce, NO NAt5a:. T. vz (9) (5) tEEr rRw 6 TrNE RACE or THE PANn, t 8 REV DESCRIPTION BY DATE --/--/-- ALL PANELBOARDS CKT NO ACCESSORIES TYPE RATING AMP/P PHASE BUS CONN 4.50" BLANK 1.50" BLANK 1.50" BLANK Energy LSI 80R 600AS 500AT/3 A B B22 T&B SPANS A MIN OF (3) STUDS 13.50" MTG P ON LEFT J ON RIGHT HCP PHASE BUS FRONT A0 0 PHASE BUS CONN KONG AMP/P TYPE ACCESSORIES CKT NO 4.50" BLANK 600A) MA A B C 3/8" 0 BOLT & CHANNEL NUT @ EA. CORNER B A 60 /3 BJ 4.50" BLANK 2 2" TYP. PHYSICAL DATA ENCLOSURE Type 1 Surface with Door FRONT CAT#: HCW5OTSD BOX CAT#: HC4250DB DIMENSIONS: 50"(1270mm)Hx42"(1067mm)Wx9.5"(286mm)D WIRE BENDING SPACE: TOP — 16.78"(426mm) BOTTOM — 15.22"(387mm) LEFT SIDE — 8.66"(220mm) — 8.77"(223mm) RIGHT SIDE PBA: 418 BUSSING: Aluminum Tin Plated OPTIONAL FEATURES: SEISMICALLY QUALIFIED : IBC/ASCE7/CBC/NBCC BRANCH USER PLACEMENT ALUMINUM GROUND BAR Maximum Panel Weight 470. (Continu d on next .age.) (2) #10 SCREWS B22 TO EA. STUD SECTION VERIFY STUDS ARE 600S162-33 MIN. @ 16"0C ELECTRICAL DATA SYSTEM: 480Y/277V 3Ph 4W 60Hz System Am pacity: 600A 42kA SYMS. SCCR MAIN: MAIN LUGS : 600A Bottom FEED INCOMING CONDUCTORS(S) PER NEC, CEC, NOM: Wire Bending Space: Phase Lugs:1 — (2) #2 — 500kcmil BRANCH SUMMATION 1 — 500A/3P LJ ENR LSI 1 — 60A/3P BJ MAX DESIGN WEIGHT IS 470# JOB NAME: TJC EQUIPMENT DESIGNATION: GEN JOB LOCATION: DRAWN BY: (Q2C) EQUIPMENT TYPE: I—Line (Circuit Breaker Type) PANEL 1 OF 1 DRAWING TYPE: ONE LINE DIAGRAM ENGR: DATE: May 13 2019 SQUARE brildritisider Electric DRAWING STATUS: QUOTE DWG# 0Q-908287-23390770-01 1 PG 1 OF 2 1 REV — July 03, 2019 Q City of Tukw Department of Community Development COLLIN TUTHILL 1 100 MERRILL CREEK PKWY EVERETT, WA 98203 RE: Correction Letter # l ELECTRICAL Permit Application Number ELI9-0480 TUKWILA JUSTICE CENTER - 15001 TUKWILA INTERNATIONAL BLVD Dear COLLIN TUTHILL, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - E DEPARTMENT: Jim Benner at 206-431-3679 if you have questions regarding these comments. • 1). SHEET E5.1 MSB INDICATES 1000 AMP MAIN BREAKER BUT E8.4 INDICATES 1200 AMP MAIN BREAKER 2). SHEET E5.1 SHOWS RLPAI 225A MCB BUT E8.3 SHOWS RLPAI WITH 200A BUS RATING, 150/3 MCB OR MLO, BUT FED FROM RLPA2 WITH 225A BREAKER 3). SHEET E5.1 INDICATES PANEL SEC.1 FED FROM RLPAI BUT NOT INDICATED IN RLPAI PANEL SCHEDULE (SHEET E8.3). 4). SHEET E8. l LPC I (FED FROM TC -2) INDICATES MAIN BREAKER 150/3 OR MLO. TC -2 REQUIRES SECONDARY OCPD. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Since y, andace Nichols Permit Technician File No. ELI9-0480 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 5ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: EL19-0480 DATE: 03/03/2020 PROJECT NAME: TUKWILA JUSTICE CENTER SITE ADDRESS: 15001 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: )u§dingvision • Public Works Fire Prevention Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 03/05/2020 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/16/2020 Fire Fees Apply Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping D PW LI Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: EL19-0480 PROJECT NAME: TUKWILA JUSTICE CENTER SITE ADDRESS: 15001 TUKWILA INTL BLVD Original Plan Submittal DATE: 07/17/19 Revision # be e Pe ssued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: t\'-741'1 Building DiAv son Public Works Fire Prevention Structural Planning Division Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/18/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 08/15/19 LI Approved with Conditions E. Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: LI 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 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: EL19-0480 DATE: 06/05/19 PROJECT NAME: TUKWILA JUSTICE CENTER SITE ADDRESS: 15001 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator Pt PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/06/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 07/04/19 Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ‘.7 — Departments issued corrections: Bldg Fire D Ping PW Staff Initials 12/18/2013 vvvi-oe PERMIT NO: ELI 0)4 PROJECT NAME: .1.)1444/ SITE ADDRESS: 1 goo fT, 1( ?„( ORIGINAL ISSUE DATE: 9 - LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS c -V \ Summ. ° Revision: 1 4,.....1 164vil c4L L14(143 EtelLwirL, , ci •t i ' 0 r Giu -&-v+- Received by: calm -10i REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / /),.0 t9 Plan CheckiPermit Number: L-1.61 04S 0 Ell Response to Incomplete Letter )‹. Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner 1 1 1 1 fl Deferred Submittal # Project Name: ) V-4.0 'Ika C-2,V4CY" Project Address: Contact Person: RECEIVED CITY OF TUKWILA JUL 1 7 2019 PERMIT CENTER 1 500t -ruwi I a trriedry) a-14 o n2 -5L-VI) I —CCTV hill Phone Number: Summary of Revision: 0 z- Re,C eon re- 4-a i212)1r1 Veviedidu exYrie,c-hatLdir 4L - Rtvised P -and Sc4qedvles Sheet Number(s): "Cloud" or highlight all areas of revision including dat of revision 2 2-6 Received at the City of Tukwila Permit Center by Xi Entered in TRAKiT on —7— 11-19 WAPermil Coucr‘TemplatesTbrms Revisiolt Submithil Form.doc City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3-3-0 Plan Check/Permit Number: 11 0 0 0 Response to Incomplete Letter # LJ Response to Correction Letter # Revision # before Permit is Issued V.1) Revision # after Permit is Issued Li T Deferred Submittal # Revision requested by a City Building Inspector or Plans Examiner Project Name: LA kw., —3-L4s-i-f c Ce_rt 1-cr RECEIVED CITY OF TUKWILA MAR 03 2020 PERMIT CENTER Project Address: 150115 TeAkpLoA 6ivo I TRkw;lc, MI q,3/13?, Contact Person: f 11 Arbi o. Phone Number: (649)1'1/2-03& Summary of Revision: De-lkfrrA riA 114-a 1 ip1/7r/i SersortFc An4615-cs 01 F Icc,1--e-:( a ( Sheet Number(s): "Cloud" or highlight all areas of revision including date djreviswn Received at the City of Tukwila Permit Center by: Entered in TRAKiT on )1)2-0 W:\Permit Center (Rachelle)\FormsTermit Center Documents (Word) \Revision Submittal Fortn.doc It citric nol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries A -Z Index Help My tA71. Workplace Rights Trades & Licensing VALLEY ELEC CO OF MTVERNON INC Owner or tradesperson Principals Garcia, Jeret M, PRESIDENT Cannon, Kirk M, VICE PRESIDENT Davis, Gary, VICE PRESIDENT Probtsfield, John, VICE PRESIDENT Denson, Ronald M, VICE PRESIDENT Carrithers, Robert S, SECRETARY Skagit Law Group PLLC, AGENT WARD, PATTI L, AGENT (End: 07/19/2004) MYERS, VICKI K, SECRETARY (End: 08/08/2005) CARRITHERS, ROBERT (End: 10/28/2014) WARD, PATTI L, PRESIDENT (End: 10/28/2014) WARD, ERNEST J, VICE PRESIDENT (End: 10/28/2014) WARD, ANDY, SECRETARY (End: 10/28/2014) Doing business as VALLEY ELEC CO OF MTVERNON INC WA UBI No. 600 560 647 1100 MERRILL CREEK PKWY EVERETT, WA 98203 425-407-0832 SNOHOMISH County Business type Corporation Governing persons KIRK M CANNON ROBERT D CARRITHERS; GARY DAVIS; RONALD MICHEAL DENSON; JERET M GARCIA; JOHN PROBTSFIELD; Certifications & Endorsements License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Electrical Contractor Active. Meets current requirements. License specialties GENERAL License no. Help us improve VALLEEC141NA Effective -- expiration 08/01/1986— 08/01/2020 Designated administrator SHIPMAN, MARK L License type Electrical Administrator Argonaut Insurance Co Bond account no. sur0043726 Bond Active. Meets current requirements. License no. SHIPMML044NS $4,000.00 Received by L&I Effective date 07/24/2017 08/01/2017 Expiration date Until Canceled Bond history Savings No savings accounts during the previous 6 year period. License Violations Infraction no. ELE0000277 Issue date 04/21/2016 Violation city EVERETT Type of violation ELECTRICAL CITATION Description Failing to get an inspection or obtain a valid electrical/telecommunications work permit or post a provisional electrical work permit prior to beginning the electrical/telecommunication installation or alteration as referenced in WAC 296-46B-901. FAILING TO OBTAIN A PERMIT Infraction no. EFRIM00203 Issue date 04/08/2016 Violation city EVERETT Type of violation ELECTRICAL CITATION Description Failing to get an inspection or obtain a valid electrical/telecommunications work permit or post a provisional electrical work permit prior to beginning the electrical/telecommunication installation or alteration as referenced in WAC 296-46B-901. Infraction no, EFRIM00215 Issue date 04/08/2016 Violation city EVERETT Type of violation ELECTRICAL CITATION Description Covering or concealing installations prior to inspection. Satisfied RCW/WAC 19.28.101 RCW Violation amount $2,000.00 Satisfied RCW/WAC 19.28.101 RCW Violation amount $250.00 Satisfied RCW/WAC 19.28.101 RCW Violation amount $250.00 Help us improve TUKW LA JUSTICE CENTER i 15005 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98188 ��n Ipi9llliillla el1l�p ja Si. *Electrical Drawings* VICINITY MAP smanumign 1t S 154TH ST VOLUME 2 - STRUCTURAL • MECHANICAL - PLUMBING - FIRE PROTECTION - ELECTRICAL - SECURITY ELECTRONICS - CONFORMED SET MAY 10th, 2019 PROJECT TEAM OWNER: City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 T: 206.454.7566 Contact: Rachel Bianchi Email: Rachel.Bianchi@TukwilaWA.gov OWNERS REPRESENTATIVE: Shiels Obletz Johnsen (SOJ) 101 Yesler Way Suite 606 Seattle, WA 98101 T: 206.838.3705 Contact: Ethan Bernau Email: ethanb@sojsea.com ARCHITECT: DLR Group 51 University Street, Suite 600 Seattle, WA 98101 T: 206.461.6000 Contact: Erica Loynd Email: eloynd@dlrgroup.com STRUCTURAL ENGINEER: KPFF 1601 5th Avenue, Suite 1600 Seattle, WA 98101 T: 206.926.0561 Contact: Greg Varney Email: Greg.Varney@KPFF.com MECHANICAL ENGINEER: DLR Group 51 University Street, Suite 600 Seattle, WA 98101 T: 206.461.6000 Contact: Surrander Naganathan Email: snaganathan@dIrgroup.com ELECTRICAL ENGINEER: DLR Group 51 University Street, Suite 600 Seattle, WA 98101 T: 206.461.6000 Contact: Sean Avery Email: savery@dIrgroup.com CIVIL ENGINEER: KPFF 1601 5th Avenue, Suite 1600 Seattle, WA 98101 T: 206.622.5822 Contact: Marty Chase Email: Marty.Chase@KPFF.com LANDSCAPE ARCHITECT: Swift Company 3131 Western Avenue, Suite M423 Seattle, WA 98121 T: 206.632.2038 Contact: Gareth Loveridge Email: gareth@swiftcompany.com EL1 9-0480 SEPARATE PERMIT RE2iUIRED FOR. Mechanical Electrical ,_, a Plumbing Ail Gas Piping City of Tukwila BUILDING DIVISION • j CITY COUNCIL MAYOR ALLAN EKBERG COUNCILMEMBERS VERNA SEAL KATHY HOUGARDY THOMAS MCLEOD DENNIS ROBERTSON ZAK IDAN KATE KRULLER De'SEAN QUINN POSITION 1 POSITION 2 POSITION 3 POSITION 4 POSITION 5 POSITION 6 POSITION 7 fECEIVED CITY OF TUK vilLA JUN052019 PERMIT CENTER 0 C n Architecture Engineering I• 02019, DLR Group inc., a Washington corporation, ALL RIGHTS RESERVED REGISTERED ARCHITECT TUKWILA JUSTICE CENTER CITY OF TUKWILA CONFORMED SET Issue Date - 05 10.2019 RP isinr io i IkMCE�g j NFPA 0-AI JUL 3 City of Tukwila BUILDING DIVISION 73-17158-00 COVER SHEET ELJ%0q8o goo C:U2evit173-17158-00 TJC AR 2018 Central ssc 15/9/2019 4:07:09 PM PROJECT DESCRIPTION PROJECT INFORMATION APPLICABLE CODES: TUKWILA MUNICIPAL CODE (TMC) LOCAL AMENDMENTS 2015 INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON STATE AMENDMENTS (WAC 51) ICC A117.1-2012 ACCESSIBILITY REQUIREMENTS WITH WASHINGTON STATE AMENDMENTS (WAC 51) 2015 INTERNATIONAL MECHANICAL CODE (IMC) WITH WASHINGTON STATE AMENDMENTS (WAC 51) 2015 INTERNATIONAL ENERGY CONSERVATION CODE, COMMERCIAL, WITH WASHINGTON STATE AMENDMENT... 2015 UNIFORM PLUMBING CODE (UPC) WITH WASHINGTON STATE AMENDMENTS (WAC 51) 2015 INTERNATIONAL FIRE CODE (IFC) WITH WASHINGTON STATE AMENDMENTS (WAC 51) SEPARATE PERMITS: CONDITIONAL USE PERMIT: DEMOLITION PERMIT: DEFERRED SUBMITTALS: PROPERTY INFORMATION: SITE ADDRESS: PROPERTY ID: COUNTY: TOTAL LAND AREA: BASE ZONE: PRIMARY USE: BUILDING INFORMATION BUILDING AREA LEVEL 1 LEVEL 2 TOTAL BUILDING HEIGHT ABOVE GRADE CONSTRUCTION TYPE: SPRINKLERED: OCCUPANCY: SUBMITTED FOR REVIEW 10.05.18 TBD METAL STUD FRAMING ELEVATOR FIRE SPRINKLER FIRE ALARM SIGNAGE STAIR 15045 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98188 KING REGIONAL COMMERCIAL (RC) COMMERCIAL 46,986 SF 32,136 SF 14,850 SF 32' - 0" ABOVE AVERAGE GRADE TYPE III-B YES BUSINESS (B) CODE SECTION OCCUPANCY ALLOWANCES: IBC 304.1 IBC 504.3 IBC 504.4 IBC 506.2 BUILDING CODE SUMMARY REQUIREMENTS: BUSINESS GROUP B (PRIMARY) ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE TABLE: • GROUP B WITH SPRINKLERS = 75 FEET ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE TABLE: • GROUP B OCCUPANCY WITH SPRINKLERS = 4 STORIES ALLOWABLE AREA FACTOR (TABLE): • GROUP B OCCUPANCY MULTISTORY WITH SPRINKLERS = 43,500 SF (PER STORY) IBC 508.2.3 ACCESSORY OCCUPANCIES ALLOWABLE BUILDING AREA: • <10% FLOOR AREA / STORY FIRE PROTECTION: IBC 508.4 REQUIRED SEPARATION OF OCCUPANCIES (TABLE): • ACCESSORY OCCUPANCY 1: A-3 WITH SPRINKLERS NONE IBC 509 INCIDENTAL USES (TABLE) • FURNACE ROOM WHERE ANY PIECE OF EQUIPMENT IS OVER 400,000 BTU PER HOUR INPUT: 1 HR OR SPRINKLERS IBC 601 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: • PRIMARY STRUCTURAL FRAME: 0 HRS • BEARING WALL EXTERIOR: 2 HRS • BEARING WALL INTERIOR: 0 HRS • NON -BEARING WALL / PARITION EXTERIOR: PER TABLE 602 • NON -BEARING WALL / PARITION INTERIOR: 0 HRS • FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: 0 HRS • ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: 0 HRS IBC 703.7 MARKING AND IDENTIFICATION WHERE THAT IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR -CEILING OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTATIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STECILING IN THE CONCEALED SPACE . IBC 705.8 MAX. AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION (TABLE): • 30 FT OR GREATER FIRE SEPARATION DISTANCE: (UP,S) NO LIMIT IBC 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY : INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS: GROUP A, B = CLASS B • CORRIDORS AND EXIT ACCESS STAIRWAY ENCLOSURES FOR OCCUPANCYS: GROUP A = CLASS B t GROUP B= CLASS C • ROOMS AND ENCLOSED SPACES: GROUP A, B = CLASS C IBC 903.1 AUTOMATIC SPRINKLER SYSTEMS: • MUST COMPLY WITH THIS SECTION AND NFPA 13 IBC 906.1 PORTABLE FIRE EXTINGUISHERS WHERE REQUIRED: 1. IN GROUPS A AND B OCCUPANCIES. IBC 906.3 PORTABLE FIRE EXTINGUISHER DISTRIBUTION: • MAX. FLOOR AREA FOR EXTINGUISHER: 11,250 SF. MAX. • MAX. DISTANCE OF TRAVEL TO EXTINGUISHER: 75 FT MAX. IBC 907.2.2 GROUP B FIRE ALARM AND DETECTION SYSTEMS: • MANUAL FIRE ALARM SYSTEM EXITING: IBC 1003.3.1 IBC 1003.3.3 IBC 1004.1.2 IBC 1005.3.1 IBC 1005.3.2 IBC 1006.2.1 IBC 1006.3.1 IBC 1007.1.1 IBC 1009.3 IBC 1010.1.1 IBC 1011.3 IBC 1011.5.2 IBC 1011.6 IBC 1011.8 IBC 1011.12.1 IBC 1014.2 IBC 1017.2 IBC 1020.1 IBC 1020.2 IBC 1020.4 EGRESS HEADROOM REQUIREMENT: • PROTRUDING OBJECTS ARE PERMITTTED TO EXTEND BELOW THE MIN. CEILING HEIGHT REQ'D BY SECTION 1003.2 WHERE A MIN. HEADROOM OF 80 INCHES IS PROVIDED OVER ANY WALKING SURFACE, INCLUDING WALKS, CORRIDORS, AISLES AND PASSAGE WAYS. EGRESS HORIZONTAL PROJECTIONS REQUIREMENTS: • OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR SHALL NOT PROJECT HORIZONTALLY MORE THAN 4 INCHES INTO THE CIRCULATION PATH. MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (TABLE): • ACCESSORY STORAGE AREAS, MECHANICAL EQUIP. ROOM: 300 GROSS ASSEMBLY WITHOUT FIXED SEATS UNCONCENTRATED: 15 NET • BUSINESS AREA: 100 GROSS • EXERCISE ROOM: 50 GROSS STAIRWAY REQUIRED CAPACITY BASED ON OCCUPANT LOAD, EXCEPTION 1: • EQUIPPED WITH SPRINKLERS AND EMERGENCY VOICE/ALARM SYSTEM: 0.2 IN / OCCUPANT OTHER COMPONENTS REQUIRED CAPACITY BASED ON OCCUPANT LOAD, EXCEPTION 1: • EQUIPPED WITH SPRINKLERS AND EMERGENCY VOICE/ALARM SYSTEM: 0.15 / OCCUPANT SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY (TABLE): • OCCUPANCY A WITH MAX OCCUPANCY OF 49: 75 FT W/ SPRINKLER • OCCUPANCY B WITH MAX OCCUPANCY OF 49: 100 FT WI SPRINKLER MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY (TABLE) • 1-500 OCCUPANT = 2 EXITS PER STORY • 500-1000 = 3 EXITS PER STORY TWO EXITS OR EXIT ACCESS DOORWAYS, EXCEPTION 2. • 1/3 MAX. OVERALL DIAGONAL W/ SPRINKLERS ACCESSIBLE MEANS OF EGRESS STAIRWAY: • EXCEPTION 2: 48 INCH CLEAR WIDTH NOT REQ'D W/ SPRINKLER SIZE OF DOOR: • 32 IN. MIN. CLEAR HEADROOM: • 80 IN. MIN. CLEAR STAIR RISER HEIGHT AND TREAD DEPTH: • RISER: 7 IN. MAX; 4 IN MIN. • TREAD: 11 IN. MIN. STAIRWAY LANDING: • WIDTH NOT LESS THAN STAIRWAY SERVED STAIRWAY VERTICAL RISE: • 12 FT. MAX. STAIRWAY TO ELEVATOR EQUIPMENT. • ACCESS REQUIRED. HANDRAIL HEIGHT: • MEASURED FROM TREAD NOSING OR FINISH SURFACE OF RAMP: 34 IN. MIN; 38 IN. MAX EXIT ACCESS TRAVEL DISTANCE (TABLE): • OCCUPANCY A: 250 FT WI SPRINKLERS • OCCUPANCY B: 300 FT WI SPRINKLERS CORRIDOR FIRE -RESISTANCE RATING (TABLE): • GROUP A AND B OCCUPANT LOAD SERVED BY CORRIDOR GREATER THAN 30: 0 HR W/ SPRINKLER MINIMUM CORRIDOR WIDTH (TABLE): • ANY FACILITIES NOT LISTED: 44 DEAD END CORRIDORS: • EXCEPTION 2: GROUP B OCCUPANCY W/ SPRINKLERS: 50 FT MAX PROVIDED: CODE SUMMARY ACCESSIBILITY: IBC 1109.2 32 FT 2 STORIES LEVEL 1: 32,136 SF LEVEL 2: 15,075 SF PLUMBING: BLDG AREA: 47,630 SF NO SEPARATION SPRINKLERS PROVIDED NOT REQ'D NOT APPLICABLE (SEPARATION DIST. >30') NOT REQ'D 30 FT OR GREATER PROVIDED, NO RATING REQ'D (SHEET AS1.1) NOT REQ'D NOT REQ'D NOT REQ'D WAC 2902.1 WAC 2902.5.1 WAC 2902.5.2 MARKINGS TO BE PROVIDED ON FIRE RATED WALLS ELEVATOR: IBC 3001.3 30 FT OR GREATER SEPARATION PROVIDED; NO LIMIT CLASS MIN. PROVIDED SEE ROOM FINISH SCHEDULE ON SHEET A0.2 SPRINKLERS TO COMPLY. SEE DEFERRED SPRINKLER SUBMITTAL SEE CODE PLANS ON SHEET G1.0 FOR FEC LOCATIONS IBC 3002.1 BUILDING CODE SUMMARY CONTINUED... REQUIREMENT: TOILET AND BATHING FACILITIES: • EACH TOILET ROOM AND BATHING ROOM SHALL BE ACCESSIBLE. • EXCEPTION 3: WHERE MULITPLE SINGLE -USER TOILET ROOMS OR BATHING ROOMS ARE CLUSTED AT A SINGLE LOCATION, AT LEAST 50% BUT NOT LESS THAN ONE ROOM FOR EACH USE AT EACH CLUSTER SHALL BE ACCESSIBLE. • PER IBC 2015 COMMENTARY, THE FIXTURES PROVIDED ALSO COUNT TOWARDS THE MINIMUM NUMBER REQUIRED (SEE 2902.1.2, OR SECTION 4,3.1.2 OF THE IPC). MIN. NUMBER OF REQ'D PLUMBING FIXTURES (TABLE) BUSINESS OCCUPANCY • WATER CLOSETS: • MALE (1/25 RATIO, FIRST 50, 1/50 REMAINDER): 50 / 25 + 279150 = 7.58 REQ'D • FEMALE (1/25 RATIO. FIRST 50, 1/50 REMAINDER): 50 / 25 + 279 / 50 = 7.58 REQ'D • TOTAL WATER CLOSETS: 7.58 + 7.58 = 15.16 = 16 REQ'D • LAVATORIES: • MALE (1/40 RATIO, FIRST 80, 1/80 REMAINDER): 80 / 40 + 249 / 80 = 5.12 • FEMALE (1/40 RATIO, FIRST 80, 1/80 REMAINDER): 80 / 40 + 249 / 80 = 5.12 • TOTAL LAVATORIES: 5.12 + 5.12 = 10.24 = 11 REQ'D DRINKING FOUNTAIN NUMBER: • DRINKING FOUNTAINS: 1 PER FIRST 150 + 1 PER ADDITIONAL 500 • FIRST DRINKING FOUNTAIN: 657 - 150 = 507 • ADDITIONAL DRINKING FOUNTAIN: 507 / 500 = 1.014 • TOTAL REQUIRED DRINKING FOUNTAINS: 1 + 1.014 = 2.014 = 3 MULTISTORY BUILDINGS: • DRINKING FOUNTAINS SHALL BE PROVIDED ON EACH FLOOR HAVING MORE THAN 30 OCCUPANTS IN SCHOOLS, DORMITORIES, AUDITORIUMS, THEATERS, OFFICES AND PUBLIC BUILDINGS. ELEVATOR ACCESSIBILITY • PASSENGER ELEVATORS REQUIRED TO BE ACCESSIBLE OR TO SERVE AS PART OF AN ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH SECTIONS 1009 AND 1109.7. HOISTWAY ENCLOSURE PROTECTION • ELEVATOR HOISTWAY ENCLOSURES SHALL BE SHAFT ENCLOSURES COMPLYING WITH SECTION 713 IBC 3002.3 EMERGENCY SIGNS • AN APPROVED PICTORIAL SIGN OF A STANDARDIZED DESIGN SHALL BE POSTED ADJACENT TO EACH ELEVATOR CALL STATION ON ALL FLOORS INSTRUCTING OCCUPANTS TO USE THE EXIT STAIRWAYS AND NOT TO USE THE ELEVATORS IN CASE OF FIRE. THE SIGN SHALL READ: IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE.... IBC 3002.9 PLUMBING AND MECHANICAL SYSTEMS • PLUMBING AND MECHANICAL SYSTEMS SHALL NOT BE LOCATED IN AN ELEVATOR HOISTWAY ENCLOSURE. L SEE CODE PLANS ON SHEET G1.0 FOR FEC LOCATIONS WSEC C402.5 80 INCHES MIN. PROVIDED 4 INCH MAX. PROVIDED SEE STAIR DETAILS ON SHEET A8.1 SEE CODE PLANS AND OCCUPANCY SCHEDULE ON SHEET G1.1 SEE CODE PLANS G1.01 SEE CODE PLANS G1,01 SEE CODE PLANS G1.01 LEVEL 1 OCCUPANCY: 512 = 3 EXITS LEVEL 2 OCCUPANCY: 149 = 2 EXITS SEE CODE PLANS G1.01 48 INCH MIN. PROVIDED SEE STAIR DETAILS ON SHEET A8.3 32 INCH MIN. PROVIDED 80 INCH MIN. PROVIDED 6 INCH RISE AND 12 INCH TREAD PROVIDED SEE STAIR DETAILS ON SHEET A8.3 SEE CODE PLANS G1.01 LANDINGS PROVIDED. SEE SHEET A8.1 ELEVATOR EQ. ROOM LOCATED ON LEVEL1 34 INCH MIN, AND 38 INCH MAX. PROVIDED SEE TRAVEL DISTANCE SCHEDULE ON SHEET G1.0 FIRE RATING NOT REQ'D MIN. 44" PROVIDED IN '8' OCCUPANCY SEE CODE PLANS G1.01 WSEC CA02.5.1 WSEC C402.5.1.1 WSEC C402.5.1.1 WSEC C402.5.2 WSEC C402.5.5 PROVIDED: PROVIDED 657 OCCUPANCY (329 MALE & 329 FEMALE) 26 WATER CLOSETS PROVIDED 28 LAVATORIES PROVIDED 3 DRINKING FOUNTAINS PROVIDED 2 DRINKING FOUNTAINS PROVIDED ON LEVEL 1 1 DRINKING FOUNTAIN PROVIDED ON LEVEL 2 WASHINGTON STATE ENERGY CODE DEFFERED SUBMITTAL DEFFERED SUBMITTAL 1-HR RATED ELEVATOR HOISTWAY PROVIDED PER DEFFERRED ELEVATOR SUBMITTAL PROVIDED AIR LEAKAGE -THERMAL ENVELOPE (MANDATORY). THE THERMAL ENVELOPE OF BUILDINGS SHALL COMPLY WITH SECTIONS C402.5.1 THROUGH C402.5.8, OR THE BUILDING THERMAL ENVELOPE SHALL BE TESTED IN ACCORDANCE WITH ASTM E 779 AT A PRESSURE DIFFERENTIAL OF 0.3 INCH WATER GAUGE (75 PA) OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL AND DEEMED TO COMPLY WITH THE PROVISIONS OF THIS SECTION WHEN THE TESTED AIR LEAKAGE RATE OF THE BUILDING THERMAL ENVELOPE IS NOT GREATER THAN 0.40 CFM/FT2 (0.2 US • M2). WHERE COMPLIANCE IS BASED ON SUCH TESTING, THE BUILDING SHALL ALSO COMPLY WITH SECTIONS C402.5.5, C402.5.6 AND C402.5.7. AIR BARRIERS. A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL ENVELOPE. THE AIR BARRIERS SHALL BE PERMITTED TO BE LOCATED ON THE INSIDE OR OUTSIDE OF THE BUILDING ENVELOPE, LOCATED WITHIN THE ASSEMBLIES COMPOSING THE ENVELOPE, OR ANY COMBINATION THEREOF. THE AIR BARRIER SHALL COMPLY WITH SECTIONS C402.5.1.1 AND C402.5.1.2. AIR BARRIERS CONSTRUCTION. THE CONTINUOUS AIR BARRIER SHALL BE CONSTRUCTED TO COMPLY WITH THE FOLLOWING: 1. THE AIR BARRIER SHALL BE CONTINUOUS FOR ALL ASSEMBLIES THAT ARE THE THERMAL ENVELOPE OF THE BUILDING AND ACROSS THE JOINTS AND ASSEMBLIES. 2. AIR BARRIER JOINTS AND SEAMS SHALL BE SEALED, INCLUDING SEALING TRANSITIONS IN PLACES AND CHANGES IN MATERIALS. THE JOINTS AND SEALS SHALL BE SECURELY INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT AND MECHANICAL VENTILATION. 3. PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED, GASKETED OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION. JOINTS AND SEALS ASSOCIATED WITH PENETRATIONS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH MOISTURE VAPOR -PERMEABLE WRAPPING MATERIAL. SEALING MATERIALS SHALL BE APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SEALED AND SHALL BE SECURELY INSTALLED AROUND THE PENETRATION SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR THE PENETRATIONS' ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT AND MECHANICAL VENTILATION. SEALING OF CONCEALED FIRE SPRINKLERS, WHERE REQUIRED, SHALL BE IN A MANNER THAT IS RECOMMENDED BY THE MANUFACTURER. CAULKING OR OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND WALLS OR CEILINGS. 4. RECESSED LIGHTING FIXTURES SHALL COMPLY WITH SECTION C402.5.7. WHERE SIMILAR OBJECTS ARE INSTALLED THAT PENETRATE THE AIR BARRIER, PROVISIONS SHALL BE MADE TO MAINTAIN THE INTEGRITY OF THE AIR BARRIER. AIR BARRIER COMPLIANCE OPTIONS. A CONTINUOUS AIR BARRIER FOR THE OPAQUE BUILDING ENVELOPE SHALL COMPLY WITH SECTION C402.5.1.2.1 OR C402.5.1.2.2. 4. FOIL -BACK POLYISOCYANURATE INSULATION BOARD HAVING A THICKNESS OF NOT LESS THAN 1/2 INCH (12.7 MM). 5. CLOSED -CELL SPRAY FOAM WITH A MINIMUM DENSITY OF 1.5 PCF AND HAVING A THICKNESS OF NOT LESS THAN 1.5 INCHES 11. FULLY ADHERED SINGLE -PLY ROOF MEMBRANE. AIR LEAKAGE OF FENESTRATION. THE AIR LEAKAGE OF FENESTRATION ASSEMBLIES SHALL MEET THE PROVISIONS OF TABLE C402.5.2. TESTING SHALL BE IN ACCORDANCE WITH THE APPLICABLE REFERENCE TEST STANDARD IN TABLE C402.5.2 BY AN ACCREDITED, INDEPENDENT TESTING LABORATORY AND LABELED BY THE MANUFACTURER. EXCEPTIONS: 1. FIELD -FABRICATED FENESTRATION ASSEMBUES THAT ARE SEALED IN ACCORDANCE WITH SECTION C402.5.1. AIR INTAKES, EXHAUST OPENINGS, STAIRWAYS AND SHAFTS. STAIRWAY ENCLOSURES, ELEVATOR SHAFT VENTS AND OTHER OUTDOOR AIR INTAKES AND EXHAUST OPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL BE PROVIDED WITH DAMPERS IN ACCORDANCE WITH SECTION C403.2.4.3. WSEC C402.5.7 VESTIBULES. BUILDING ENTRANCES SHALL BE PROTECTED WITH AN ENCLOSED VESTIBULE, WITH ALL DOORS OPENING INTO AND OUT OF THE VESTIBULE EQUIPPED WITH SELF -CLOSING DEVICES. VESTIBULES SHALL BE DESIGNED SO THAT IN PASSING THROUGH THE VESTIBULE IT IS NOT NECESSARY FOR THE INTERIOR AND EXTERIOR DOORS TO OPEN AT THE SAME TIME. THE INSTALLATION OF ONE OR MORE REVOLVING DOORS IN THE BUILDING ENTRANCE SHALL NOT ELIMINATE THE REQUIREMENT THAT A VESTIBULE BE PROVIDED ON ANY DOORS ADJACENT TO REVOLVING DOORS. WSEC C402.5.7 RECESSED LIGHTING. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPESHALL BE ALL OF THE FOLLOWING: 1. IC -RATED. 2. LABELED AS HAVING AN AIR LEAKAGE RATE OF NOT MORE 2.0 CFM (0.944 US) WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 PSF (75 PA) PRESSURE DIFFERENTIAL. 3. SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEIUNG COVERING. EL1 9-0480 RECEIVED CITY OF TUKWILA JUN052019 PERMIT CENTER 2 Architecture Engineering Planning • 02019, DLR Group inc., a Washington corporation, ALL RIGHTS RESERVED REGISTERED ARCHITECT CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 PLIA�PICE PA 77C • PI eC JUL 312019 City of Tukwila BUILDING DIVISION 73-17158-00 CODE SUMMARY CP1.2 C:1Revitt73-17158-00 TJC AR 2018 Central sschmitz.ry 5/9/2019 4:07:13 PM BASELINE OF RAISED LETTTERS B.O. BRAILLE 48'MIN. MOUNTING HEIGHT 48' TYP. ROOM NAME 3/4' HIGH ROOM NAME 314' HIGH WHERE CONTINUED 3/8" ROOM NUMBER 3/4" HIGH 3/8" MIN. TO 1/2" MAX. ROOM NAME (CONTRACTED CA GRADE 2 BRAILLE) COLOR BAND NOTES: COMPLY WITH RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS TEXT TO BE TACTILE, RAISED 5/8" MIN., MAXIMUM OF 2" HIGH ROOM IDENTIFICATION SIGN SCALE: 3" = 1'-0" CERAMIC TILE OVER THINSET MORTAR 1 1/2' STAINLESS STEEL GRAB BAR MOUNTING PLATE WITH COUNTERSUNK FLAT HEAD BOLTS METAL SPACER 1/4" THICK STEEL PLATE SECURE TO FLANGE OF METAL STUDS GRAB BAR AT CERAMIC TILE WALL METAL TOILET PARTITION 1 1/2' STAINLESS STEEL GRAB BAR GRAB BAR AT PARTITION GRAB BAR MOUNTING MOUNTING PLATE 1 1/2' CLR 33' TO FINISH FLOOR SCALE: 3" = 1'-0" NOTES: 1. REFER TO FLOOR PLANS FOR ADDITIONAL DIMENSIONS AND INFORMATION. 2. FLUSH VALVE MUST BE MOUNTED ON THE WIDE SIDE OF THE TOILET COMPARTMENT. HANDLE SHALL NOT REQUIRE GRASPING PINCHING OR TWISTING OF THE WRIST. 3. MAXIMUM PRESSURE TO OPERATE TOILET VALVE TO BE FIVE LBS. 4. GRAB BARS TO HAVE 250 POUNDS CAPACITY. SEAT COVER DISPENSER 36" LONG GRAB BAR 42" LONG GRAB BAR 36" MAX. 24' MIN. 7"-s" MAXI ROLL PAPER DISPENSER 3" MAX. PROJECTION. SIDE ELEVATION WALL MOUNTED i- Era 2 HARD NON -ABSORBENT FINISH WALL MATERIAL 32' MIN @ COMPARTMENT 42' MIN FRONT ELEVATION 36' MIN 6" MAX 18" CLR. TOILET MOUNTING DIMENSIONS SCALE: 1/2" = 1-0" 6' MIN. WHERE COMPARTMENT IS MORE THAN 24" LONG NOTES: 1. WALLS WITHIN 24" OF FRONT AND SIDES OF URINAL ARE SMOOTH AND NON- ABSORBANT TO 48" MIN IN HEIGHT AND NOT ADVERSELY AFFECTED BY MOISTURE. CLEAR FLOOR SPACE SECTION URINAL CLEARANCES SCALE: 1/2" = 1'-0" • 3/8' MIN TO 1/2" MAX BASELINE C' SRAISEDLETTTERB 60" MAX. B.O.Ali BRAILLE 48' MIN. MOUNTING HEIGHT 48' TYP. 7' _WOME INTERNATIONAL FEMALE / MALE SYMBOL 61H. X 21/2" W. MAX. 1/2' RADIUS TYPICAL - INTERNATIONAL SYMBOL OF ACCESSIBILITY 6'H. X 3 1/2'W. MAX. ROOM NAME (MEN, WOMEN, BOYS, GIRLS) 1' HIGH ROOM NAME (GRADE 2 BRAILLE) NOTES: INSTALL SIGNAGE ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. CENTER OF SIGN SHALL BE 14" MAX. FROM DOOR SWING. WHERE THERE IS NO WALL SPACE LATCH SIDE OF THE DOOR. INCLUDING DOUBLE LEAF DOORS. SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL AND APPROVED IN ADVANCE BY THE ARCHITECT. MOUNTING HEIGHT SHALL BE 60' FROM THE FLOOR TO THE CENTERLINE OF THE SIGN. SIGNAGE MUST MEET A.D.A. REQUIREMENTS. TOILET ROOM SIGNAGE SCALE: 3" = 1'-0" 141 i r 1'-0" THE NUMBER OF PEOPLED— WHITE LETTERS OVER PERMITTED IN THIS ROOM SHALL NOT EXCEED BY ORDER OF THE STATE FIRE MARSHAL RED BACKGROUND OCCUPANCY PER OCCUPANT LOAD REQUIREMENTS Any room having an occupant load of 50 or more persons where fixed seals are not installed, and which is used for assembly, classroom, dining, drinking, or similar purposes, shall have the capacity of the room posted in a conspicuous place near the main exit from the room. Posting shall be by means of a durable sign having a contrasting color from the background to which it is attached. Signs shall be of an approved type and shall be maintained in a legible manner by the owner or his authorized agent and shall indicate the number of occupants permitted for each mom use. No person shall deface or remove such signs except as authorized by the enforcing agency.' NOTE: SIGN REQUIRED AT ANY SPACE OVER 49 OCCUPANTS SEE CODE PLAN SHEETS FOR SPACES REQUIRING SIGNAGE MAX OCCUPANCY SIGN SCALE: 3" = 1'-0" TOILET SEAT COVER DISPENSER GRAB BAR W.C. 6' MAX 5-0' MIN. CLR. 7'-18' /CIR. FIXTURE 7-8' MIN. CLR. TO EDGE OF W.C. 2,-0" MIN MIN. 2 4 -v g TOILET PAPER HOLDER FLUSH ACTIVATOR ON WIDE SIDE -- 4' MAX. 1 6' 2 8' // / MIN. MIN. ACCESSIBLE TOILETLFSTALL SCALE: 1/4" = 1'-0" 19' CLEAR FLOOR SPACE NOTES: 1. INSULATE HOT WATER AND DRAIN PIPES. 2. FAUCET CONTROLS TO BE LEVER TYPE WITH MAXIMUM OPERATING FORCE OF 5 LBS. 3. SELF -CLOSING VALVES TO REMAIN OPEN A MINIMUM OF 10 SECONDS. WALL WHERE OCCURS. z 5 TO BOTTOM OF MIRROR 6" 8" MIN / SECTION / 17" MIN / LAVATORY CLEARANCES SCALE: 1/2" = 1'-0" EXIT ROUTE ':"# wcn EXR EXIT ADS COUNTERSUNK SCREW TYP. EXIT + +:N »):A TACTILE EXIT SYMBOL EXT TACTILE EXIT SIGNAGE: 1. TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS. 2. EACH GRADE LEVEL EXTERIOR EXIT DOOR "EXIT" 3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF STAIRS OR RAMPS; a. "EXIT STAIR UP" b. "EXIT STAIR DOWN" c. "EXIT RAMP UP" d. 'EXIT RAMP DOWN" 4. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AND EXIT PASSAGEWAY. "EXIT ROUTE" 5. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE VISUAL EXIT SIGNS. "EXIT ROUTE°. 6. EACH EXIT ACCESS DOOR THROUGH A HORIZONTAL EXIT. "TO EXIT". SIGNAGE SHALL COMPLY WITH RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS. TEXT TO BE TACTILE, RAISED 5/8" MIN., MAXIMUM OF 2" HIGH TACTILE SIGNAGE SCALE: 1 1/2" = 1'-0" z E to c0 DOOR CLOSER IF PROVIDED SHALL HAVE AT LEAST A 3-SECOND CLOSING TIME PERIOD FROM 70° OPEN POSITION TO 3' FROM LATCH'bluLt tN I NMNtt awN HI rnIMARY ENTRANCE. 'ISA' SIGN 6"X6' TYP. THIS LOCATION. LEVER DOOR HANDLE/PANIC BAR SMOOTH, UNINTERRUPTED DURABLE SURFACE. 3'-0' I DOOR WIDTH. ENTRANCE/EXIT DOOR THRESHOLD SHALL COVER EDGE OF CONCRETE SLAB 10" HIGH MIN SMOOTH UNINTERRUPTED DURABLE SURFACE BOTTOM RAIL OF DOOR ALUMINUM THRESHOLD (OR AS 112" MAXIMUM 1/4" MAX VERTICAL CHANGE - 1:2 SLOPE FROM 1/4" TO 1/2" #10 S.M.S. IN EXPANSION ANCHOR. TYP. OF 3, © 18" O.C. MIN THRESHOLD (EXTERIOR DOOR) z 5 v z L_ 32' MIN CLR. *---- TYP. FRONT -APPROACH DOOR CLEARANCE T DOOR IN CLOSED POSITION I I CHANGE IN FLOORING MATERIAL @ DOOR OPENING SHALL BE © CENTER OF DOOR WHERE DOOR HAS BOTH LATCH 8 CLOSER +-- OBSTRUCTION W.O. 1'-6' MIN. @INT. DOOR 2'-0" MIN. @ EXT. DOOR ACCESSIBLE DOORS SCALE: 1/4" = 1'-0" 24" AT EXT. DOORS 18' AT INT. DOORS NOTE: MAXIMUM OPERATING FORCE INTERIOR - 5 POUNDS EXTERIOR-5 POUNDS FIRE DOOR -15 POUNDS 48" MIN IF DOOR HAS BOTH A CLOSER AND A LATCH DOOR CLEARANCE SCALE: 1/4" = MAIN BUILDING EXITS 8 ALL EXTERIOR DOORS EXCEPT AT MAINTENANCE ROOMS'EXT' BOEXIT DOORS INTO CORRIDORS 'EXR" C O HORIZONTAL EXIT DOORS"TEX" INTERNATIONAL SYMBOL OF ACCESSIBILITY 6'H. X 6"W SHOWN ONLY WHERE EXIT IS ACCESSIBLE EXIT , ROUTE V� TO EXIT 0 - 1 2" HIGH LETTERS 'EXIT" (CA CONTRACTED GRADE 2 BRAILLE) INTERNATIONAL SYMBOL OF ACCESSIBILITY 6"H. X 6'W SHOWN ONLY WHERE EXIT IS ACCESSIBLE 1-1/2" HIGH LETTERS "EXIT ROUTE' (CA CONTRACTED GRADE 2 BRAILLE) INTERNATIONAL SYMBOL OF ACCESSIBILITY 6"H. X 6'W SHOWN ONLY WHERE EXIT IS ACCESSIBLE 1 1/2" HIGH LETTERS "TO EXIT (CA CONTRACTED GRADE 2 BRAILLE) NOTES: ALL TACTILE EXIT SIGNS WTH ISA TO BE 10' WIDE X 12'HIGH. LETTERS AND SYMBOLS TO BE RAISED 1/32" MIN. TACTILE EXIT SIGNS 'EXT' 'EXR' 'TEX' SCALE: 3" = 11-0" $ BASELINE OF $RAISED LETTTERS q 60" MAX. B.O. BRAILLE 48'MIN. MOUNTING HEIGHT 48" TYP. Z i ROOM NAME 3/4" HIGH ROOM NAME 3/4' HIGH WHERE CONTINUED 3/8" ROOM NUMBER 3/4' HIGH 3/8" MIN. TO 1/2' MAX. ROOM NAME (CONTRACTED CA GRADE 2 BRAILLE) COLOR BAND NOTES: COMPLY WITH RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS TEXT TO BE TACTILE, RAISED 5/8' MIN., MAXIMUM OF 2' HIGH AREA OF REFUGE SIGN SCALE: 3" = 1'-0" NOTE: PROTRUDING OBJECTS MAY NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANUVERING SPACE EL1 9-0480 1 z qS� AN" AMOJNT 5 —/ CLEAR WIDTH 2 8 N ACCESS COMPLIANCE NOTES A. THIS BUILDING AND SITE SHALL COMPLY WITH THE MORE RESTRICTIVE REQUIREMENTS FROM THE UNIFORM FEDERAL ACCESS STANDARD (AMERICANS WITH DISABILITIES ACT) B. ALL BUILDING ENTRANCES AND REQUIRED EXITS SHALL BE ACCESSIBLE. PROVIDE WARNING SIGNS FOR ALL EXTERIOR PERSONNEL DOORS THAT ARE NOT ACCESSIBLE STATING: WARNING: THIS DOOR IS NOT AN ACCESSIBLE EXIT. SIGN TO LATCH SIDE OF DOOR, IN BOTH RAISED LETTER AND BRAILLE SYMBOLS. TO BE AT + 60" A.F.F. C. ACCESSIBLE DOORS SHALL BE 3'-0" x 6'-8" MINIMUM AND SHALL BE LATCHLESS WITH PUSH BAR(S) OR PUSH PLATE(S) OR SHALL HAVE LEVER HANDLE, PUSH- PULL OR PANIC TYPE BAR(S). DOOR HARDWARE MOUNTING, THRESHOLD, FLOOR ELEVATION CHANGES, AND CLEAR SPACE REQUIREMENTS SHALL COMPLY WITH DETAILS. D. MAXIMUM EFFORT TO OPERATE INTERIOR DOORS IS TO BE 5 POUNDS; FOR EXTERIOR DOORS, 5 POUNDS; FOR FIRE -RATED DOORS, WHERE THEY OCCUR, 15 POUNDS. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT E. STAIR TREAD SURFACES SHALL BE SLIP -RESISTANT. STRIPING FOR THE VISUALLY IMPAIRED SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP -RESISTANT AS THE OTHER TREADS OF THE STAIR. F. WHERE PERMANENT SIGNAGE IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE. SIGNS SHALL BE INSTALLED ON WALL ADJACENT TO LATCH OUTSIDE OF THE DOOR, MOUNTED AT 5'-0" ABOVE FINISH FLOOR TO CENTER OF SIGN. TACTILE EXIT SIGN TACTILE EXIT SIGN TEX' 'EXT 'EXR' B.O. BRAILLE Lk 48"MIN. RECENJEO CITY OF T UUK.lILA JUN052019 PERMIT CENTER SCALE: 1/2" = 1'-0" 4 d/2" MIN 9•/ WHERE SIDELITE OCCURS WHERE SIDELITE OCCURS FINISH FLOOR NOTES: 1. WALL MOUNT SIGNAGE AT 48' ABOVE FINISH FLOOR TO THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60' MAXIMUM TO THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS ON LATCH SIDE OF DOOR. 2, CHARACTERS AND BACKGROUND TO HAVE NON -GLARE FINISH AND CONTRASTING COLOR TO WALL. 3. FOR SIGN TYPES AND LOCATIONS, SEE SIGNAGE PLANS. ACCESSIBLE ROUTE CLEARANCES SIGN MOUNTING SCALE: 1/4" = 1'-0" SCALE: 6" = 11-0' Ote e V De E5I ■ STATE Of WASHINGTON CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions rj� OONFMPPAYO-WL qA? CEFYVECITH' JUL 32019 City of Tukwila BUILDING DIVISION : 73-17158-00 ACCESSIBILITY AND SIGNAGE DETAILS CP1.3 ARCHITECT STRUCTURAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT MECHANICAL ENGINEER ELECTRICAL ENGINEER SECURITY ELECTRONICS ENGINEER EL1 9-0480 RECEIVED CITY OF TUKWILA JUN 0 5 2019 PERMIT CENTER • REGISTERED ARCHITECT TUKWILA JUSTICE CENTER CONFORMED SET Issue Date - 05.10.2019 VVII ET D ‘,C4C. OOMPLIANCE NFPA 70-NEC JUL 3:2019 City of Tukwita BUILDING DIVISION 73-17158-00 STAMP SHEET G0.3 CITY OF TUKWILA STANDARD CONSTRUCTION NOTES: PRIOR TO STARTING CONSTRUCTION, CONTACT ONE-CALL(1-800-424-5555)OR 811,FOR UTILITY LOCATIONS. ,LOC ONS. GENERAL 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF 'TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. CONSTRUCTION 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMITTEE/CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS a. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: b. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. c. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. d. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. e. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. f. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: a. PROTECT STOCKPILES AND STEEP CUT AND ALL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. b. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. c. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTORS APPROVAL REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: a. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. b. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. c. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. d. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. e. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPUCABLE SHORING LAWS FOR TRENCHES OVER 4-FEET ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLJC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. STORM DRAINAGE NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH DUMP NO WASTE"AND EITHER DRAINS TO STREAMS", DRAINS TO WETLANDS", OR DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. GENERAL CIVIL NOTES ALL WORK TO BE PERFORMED AND MATERIALS TO BE USED SHALL BE IN ACCORDANCE WITH THE 2018 STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT), UNLESS OTHERWISE INDICATED. 2. FIELD VERIFY ALL EXISTING CONDITIONS BY TAKING PICTURES AND VIDEO TAPING THE CONSTRUCTION SITE PRIOR TO EXECUTING ANY WORK. NOTIFY THE CITY OF TUKWILA IN WRITING OF ANYTHING DIFFERING FROM THAT SHOWN ON THE DRAWINGS. FAILURE TO DO SO WILL CONSTITUTE ACCEPTANCE OF THE EXISTING CONDITIONS AS SHOWN. 3. ALL WORK SHALL COMPLY WITH LOCAL JURISDICTION CODES, STANDARDS, ORDINANCES AND REQUIREMENTS. 4. DO NOT SCALE DRAWINGS WHERE DIMENSIONS OR HORIZONTAL/VERTICAL CONTROL ARE PROVIDED. 5. OBTAIN ALL PERMITS REQUIRED PRIOR TO ANY CONSTRUCTION PHASE. FEES AND RELATED COSTS ARE THE CONTRACTOR'S RESPONSIBILITY. 6. COORDINATE WITH THE OWNER/CITY OF TUKWILA PRIOR TO ANY PHASE OF CONSTRUCTION. 7. PROVIDE PROTECTION NECESSARY TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS TO REMAIN. RESTORE ALL DAMAGED OR DISTURBED AREAS IN KIND, UNLESS NOTED OTHERWISE. 8. CONTACT "CALL BEFORE YOU DIG" AT 811 AND ALL APPROPRIATE UTILITY COMPANIES FOR BURIED PIPES OR CABLES 48 HOURS PRIOR TO ANY EXCAVATION. 9. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CORRECT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE TO THE EXISTING UTILJTIES DURING CONSTRUCTION. 10. POTHOLE UTILITY CROSSINGS PRIOR TO ORDERING NEW UTILITY PIPES TO VERIFY THEY CAN BE CONSTRUCTED TO THE PROFILES SHOWN. THE PURPOSE IS TO IDENTIFY POTENTIAL CONFLICTS WHICH WOULD REQUIRE REMOVAL AND RECONSTRUCTION OF NEW WORK. IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF ANY UTILITY CONFLICTS ARE FOUND. 11. ADJUST ALL EXISTING MANHOLE/CATCH BASIN RIMS, VALVE BOXES AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. 12. PROTECT AND/OR REMOVE AND REPLACE ALL EXISTING SIGNS DAMAGED OR DISTURBED BY CONSTRUCTION, UNLESS NOTED OTHERWISE. 13. REPLACE DAMAGED EXISTING LANE STRIPING AND/OR CROSSWALK TO MATCH EXISTING. 14. MAXIMUM ALLOWABLE OPEN TRENCH LENGTH IS 200 FT. 15. REMOVE ALL DEBRIS, GRAVEL AND SILT FROM DRAINAGE STRUCTURES AFTER COMPLETION OF PAVING AND THEN FLUSH STORM SEWER PIPING. ANY CHLORINATED WATER USED FOR FLUSHING MUST BE DECHLORINATED PRIOR TO USE. 16. REPLACE AND/OR REPAIR ANY UTILITY WARNING RIBBONS THAT ARE EXPOSED OR DAMAGED DURING CONSTRUCTION. 17. PROTECT ALL EXISTING SURVEY MONUMENTS IN PLACE. IF A MONUMENT MUST BE RESET DUE TO CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO REMOVAL OR DESTRUCTION OF THE EXISTING MONUMENT. 18. SEE C3.00 FOR SITE DEMOLITION PLAN. 19. SEE C4.00 SERIES FOR UTILITY INFORMATION. 20. SEE C5.00 SERIES FOR SANITARY SEWER INFORMATION. 21. SEE C6.00 SERIES FOR STORM DRAINAGE INFORMATION. 22. SEE C7.00 SERIES FOR GRADING INFORMATION. 23. SEE C8.00 SERIES FOR PAVING INFORMATION. 24. SEE C9.00 SERIES FOR SOUTH 150TH STREET PLAN AND PROFILE. CIVIL ABBREVIATIONS AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS APWA AMERICAN PUBLIC WORKS ASSOCIATION ARCH ARCHITECT/ARCHITECTURE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AVE AVENUE BC BOTTOM OF CURB BMP BEST MANAGEMENT PRACTICE 8W BOTTOM OF WALL CB CATCH BASIN CDF CONTROLLED DENSITY FILL c. CENTERLINE CL CLASS CONC CONCRETE COT CITY OF TUKWILA 0 DIAMETER DIA DIAMETER DWG DRAWING E EAST, EASTING EL ELEVATION ESC EROSION AND SEDIMENT CONTROL EX EXISTING FT FOOT, FEET GV GATE VALVE H HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE IE INVERT ELEVATION INCH INCH KCWD KING COUNTY WATER DISTRICT LCPE LINED CORRUGATED POLYETHYLENE LF LINEAR FOOT/FEET MAX MAXIMUM MEP MECHANICAL ELECTRICAL PLUMBING MH MANHOLE MIN MINIMUM N NORTH, NORTHING NTS NOT TO SCALE POC POINT OF CONNECTION PVC POLYVINYL CHLORIDE R RECORD, RADIUS RCW REVISED CODE OF WASHINGTON RJ RESTRAINED JOINT S SOUTH SD STORM DRAIN SDMH STORM DRAIN MANHOLE SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE ST STREET STD STANDARD SWPP STORMWATER POLLUTION PREVENTION TC TOP OF CURB TMC TUKWILA MUNICIPAL CODE TW TOP OF WALL TYP TYPICAL V VERTICAL W WEST, WATER WQ WATER QUALITY WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION EL1 9-0480 CIVIL SHEET INDEX Sheet Number Sheet Title C1.00 CIVIL NOTES & ABBREVIATIONS C1.10 CONSTRUCTION BASELINE PLAN C2.00 SWPP PLAN C2.20 SWPP DETAILS C2.21 SWPP DETAILS C3.00 SITE DEMOLITION PLAN C4.00 UTILITY PLAN - SOUTH C4.01 UTILITY PLAN -NORTH C4.10 UTILITY PROFILES C4.11 UTILITY PROFILES C4.20 UTILITY DETAILS C5.00 SEWER PLAN C5.10 SEWER PROFILES C5.20 SEWER DETAILS C6.00 STORM DRAINAGE PLAN - SOUTH C6.01 STORM DRAINAGE PLAN - NORTH C6.10 STORM DRAINAGE SECTIONS C6.11 STORM DRAINAGE SECTIONS C6.12 STORM DRAINAGE SECTIONS C6.20 STORM DRAINAGE DETAILS C6.21 STORM DRAINAGE DETAILS C6.50 FOUNDATION DRAINAGE PLAN C7.00 GRADING PLAN - SOUTH C7.01 GRADING PLAN - NORTH C7.20 GRADING SECTIONS C7.21 GRADING SECTIONS C8.00 PAVING PLAN - SOUTH C8.01 PAVING PLAN - NORTH C8.10 PAVING ENLARGEMENT C8.20 PAVING DETAILS C8.21 STRIPING DETAILS C9.00 S 150TH STREET PLAN & PROFILE C9.01 S 150TH STREET PLAN & PROFILE C9.10 S 150TH STREET GRADING ENLARGEMENT C9.20 S 150TH STREET PAVING DETAILS gEVIE1n'EC FOR 9Itift1 70 - Ner JUL 31. 2019 Cky of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN052019 PERMIT CENTER 05/08/2019 0 v0 cm o E of N V a' 3 R a 4 cf., N N 0v - Vf N a Justice Center CITY OF TUKWILA Attachment No. co CONFORMED SET Issue Date - 05.10.2019 Revisions 1 02.08.19 - ADD 1 2 02.18.19 - ADD 2 5 03.15.19 - ADD 5 8 04.22.19 - RFI7 Project Number: 1700643 CIVIL NOTES & ABBREVIATIONS Call 811 two business days before you dig C1.00 31+00 CONSTRUCTION BASELINE #2 STA. 28+88.99= S 150TH ST BASELINE STA. 32+00.00 CONSTRUCTION BASELINE #2 STA. 25+00.00 BENCHMARK "E' MAC NAIL IN PAVEMENT N: 174025.86 E: 1280372.83 HORIZONTAL CONTROL TEST POINT #3 STA. 28+99.00, 57.50' RT BENCHMARK 'A' MARK CHISELED IN TOP OF BOLLARD N: 174428.19 E: 1280398.19 585'41'00"W 264.76' / boa / H/ ORIZONTAL CONTROL TEST POINT #2 STA. 15454.07, 35.08' RT BENCHM4RK "B" MARK Cf1IISELED IN TOP OF CURB N: 174405.53 E: 1280952.25 39+00 CONSTRUCTION BASELINE #1 STA. 15+28.90 = S 1501H ST BASELINE STA. 37+69.31 CONSTRUCTION BASEUNE #1 STA. 14+00.00 BENCHMARK "C" MARK CHISELED IN TOP OF CURB N: 174272.92 E: 1280866.31 ORIZONTAL CONTROL TEST POINT #1 STA. 11+70.81, 2.75' LT BENCHMARK "D" MARK CHISELED IN TOP OF CURB N: 174058.66 E: 1280784.89 40+00 I— 4— EL19-0480 GENERAL NOTES 1. SEE C1.00 FOR GENERAL CIVIL NOTES. 2. CONSTRUCTION BASELINE #1 FOLLOWS THE BEARING N20'07'11"E THROUGH BENCHMARK 'C' NEAR PACIFIC HIGHWAY SOUTH (TUKWILA INTERNATIONAL BOULEVARD). 3. CONSTRUCTION BASELINE #2 FOLLOWS THE BEARING N04'35'35"W THROUGH BENCHMARK "E" NEAR MILITARY ROAD. 4. SEE ARCHITECTURAL PLAN FOR GRID LAYOUT. 5. INTENT IS FOR BUILDING GRID A TO BE SET APPROXIMATELY 22.0 FEET FROM THE PROPERTY LINE ALONG PACIFIC HIGHWAY SOUTH. BUILDING GRID 2 TO BE SET APPROXIMATELY 14.1 FEET FROM THE SOUTH PROPERTY LINE. THE BUILDING SHALL BE GENERALLY PARALLEL TO PACIFIC HIGHWAY SOUTH (TUKWILA INTERNATIONAL BOULEVARD). NOTIFY ENGINEER OF RECORD IMMEDIATELY IF ANY DISCREPANCY IS DISCOVERED. 6. PRIOR TO COMMENCING ANY WORK, LOCATE ALL HORIZONTAL CONTROL TEST POINTS FROM THE CONSTRUCTION BASELINES. IF TEST POINTS ARE NOT AT STATION/OFFSET SHOWN, CONTACT ENGINEER OF RECORD IMMEDIATELY. CONSTRUCTION SHALL NOT PROCEED UNTIL THE CONSTRUCTION BASEUNE AND HORIZONTAL CONTROL TEST POINTS HAVE BEEN LOCATED AS SHOWN. DATUMS HORIZONTAL DATUM: NAD 83/91 VERTICAL DATUM; NAVD 88 VERTICAL BENCHMARKS: SOURCE: CITY OF SEATTLE ID# 93V-516 DESCRIPTION: 3" BRASS DISK W/ 'X' SCRIBE IN MON CASE LOCATION: INTERSECTION OF S 152ND ST & 32ND AVE SOUTH ELEVATION: 391.67 SOURCE: CITY OF SEATTLE IDj 93V-902 DESCRIPTION: 3" COPPER PIN W/PUNCH IN MON CASE LOCATION: INTERSECTION OF S 144TH ST & 46TH AVE SOUTH ELEVATION: 287.9006 FO °OMFPA 70 - NegTM JUL 3 i. 2U19 City of Tukwila BUILDING DIVISION RECEIVED CITY OF YUKW:LA JUN 05 2019 PERMIT CENTER NA 0 25 50 100 1 inch = 50 feet Call 811 two business days before you dig • 05/08/2019 Tukwila Justice Center CITY OF TUKWILA 11 CONFORMED SET Issue Date - 05 10 2019 Revisions 1 02.08.19 - ADD 1 2 02.18.19 - ADD 2 5 03.15.19-ADD S 6 04.22.19-RFI7 Project Number: 1700643 CONSTRUCTION BASELINE PLAN C1.10 n In �I e U col al U p I S a as r N 0 43 U in VOLUME 1 .GENERAL. G0.0 COVER SHEET G0.1 INDEX OF DRAWINGS G0.2 SYMBOLS AND ABBREVIATIONS G0.3 STAMP SHEET CP1.1 CODE PLAN CP1.2 CODE SUMMARY CP1.3 ACCESSIBILITY AND SIGNAGE DETAILS .CIVIL. C1.00 CIVIL NOTES AND ABBREVIATIONS C1.10 CONSTRUCTION BASELINE PLAN C2.00 C2.20 C2.21 SWPP PLAN SWPP DETAILS SWPP DETAILS C3.00 SITE DEMOLITION PLAN C4.00 C4.01 C4.10 C4.11 C4.20 C5.00 C5.10 C5.20 UTILITY PLAN - SOUTH UTILITY PLAN - NORTH UTILITY PROFILES UTILITY PROFILES UTILITY DETAILS SEWER PLAN SEWER PROFILES SEWER DETAILS C6.00 STORM DRAINAGE PLAN - SOUTH C6.01 STORM DRAINAGE PLAN - NORTH C6.10 STORM DRAINAGE SECTIONS C6.11 STORM DRAINAGE SECTIONS C6.12 STORM DRAINAGE SECTIONS C6.20 STORM DRAINAGE DETAILS C6.21 STORM DRAINAGE DETAILS C6.50 FOUNDATION DRAINAGE PLAN C7.00 C7.01 C7.20 C7.21 C8.00 C8.01 C8.10 C8.20 C8.21 GRADING PLAN - SOUTH GRADING PLAN - NORTH GRADING SECTIONS GRADING SECTIONS PAVING PLAN - SOUTH PAVING PLAN - NORTH PAVING ENLARGEMENT PAVING DETAILS STRIPING DETAILS C9.00 S 150TH STREET PLAN & PROFILE C9.01 S 150TH STREET PLAN & PROFILE C9.10 S 150TH STREET GRADING ENLARGEMENT C9.20 S 150TH STREET PAVING DETAILS .LANDSCAPE. L0.01 SITE OVERVIEW PLAN L1.01 SITE MATERIALS AND LAYOUT PLAN - SOUTH L1.02 SITE MATERIALS AND LAYOUT PLAN - NORTH L1.11 SITE ENLARGEMENT PLAN - FRONT ENTRY & FRONT PLAZA L1.12 SITE ENLARGEMENT PLAN - BACKYARD L2.01 SITE SECTIONS L4.01 IRRIGATION PLAN - SOUTH L4.02 IRRIGATION PLAN - SOUTH L5.01 PLANTING PLAN - SOUTH L5.02 PLANTING PLAN - NORTH L5.11 PLANTING SCHEDULE L8.01 L8.02 L8.03 L8.11 L8.21 L8.22 SITE DETAILS SITE DETAILS DETAIL SITE SECTIONS IRRIGATION DETAILS PLANTING DETAILS SOIL CELL DETAILS AD1.0 AD1.1 AD1.2 AD1.3 AD1.4 AD1.5 AD1.6 AD1.7 AD1.8 AD1.9 .ARCHITECTURAL. SITE DEMOLITION SITE DEMOLITION SITE DEMOLITION SITE DEMOLITION - SITE DEMOLITION - SITE DEMOLITION - SITE DEMOLITION - SITE DEMOLITION - SITE DEMOLITION - SITE DEMOLITION - - OVERALL - JC-1 - JC-2 JC-3 JC-4 JC-5 JC-6 JC-7 JC-8 JC-9 A0.1 WALL TYPES & TYPICAL DETAILS A0.2 COLOR & MATERIAL SCHEDULE A0.3 ROOM FINISH SCHEDULE AND NOTES A0.4 ROOM FINISH SCHEDULE AND NOTES AS1.1 ARCHITECTURAL SITE PLAN & DETAILS AS1.2 ARCHITECTURAL SITE PLAN & DETAILS A1.0 A1.1A A1.1B A1.1C A1.2A A1.2B A2.1 A2.2 A2.3 FLOOR PLAN, FLOOR PLAN, FLOOR PLAN, FLOOR PLAN, FLOOR PLAN, FLOOR PLAN, SITE FEATURES FIRST LEVEL - AREA A FIRST LEVEL - AREA B FIRST LEVEL - AREA C SECOND LEVEL - AREA A SECOND LEVEL - AREA B LARGE SCALE PLANS LARGE SCALE PLANS LARGE SCALE PLANS A3.1A RCP, FIRST LEVEL - AREA A A3.1 B RCP, FIRST LEVEL - AREA B A3.1C RCP, FIRST LEVEL - AREA C A3.2A RCP, SECOND LEVEL - AREA A A3.2B RCP, SECOND LEVEL - AREA B A3.3 CEILING DETAILS A3.4 CEILING DETAILS A4.1 ROOF PLAN AND TYPES A4.2 ROOF DETAILS A5.1 EXTERIOR ELEVATIONS A5.2 EXTERIOR ELEVATIONS A5.3 EXTERIOR ELEVATIONS A6.1 BUILDING SECTIONS A7.1 A7.2 A7.3 WALL SECTIONS WALL SECTIONS WALL SECTIONS A8.1 STAIRS AND SECTIONS A8.2 STAIRS AND SECTIONS A9.1 DOOR AND FRAME SCHEDULE A9.2 DOOR AND FRAME ELEVATIONS A9.3 DOOR AND FRAME ELEVATIONS A9.4 DOOR AND FRAME ELEVATIONS A9.5 DOOR AND WINDOW DETAILS A9.6 DETENTION DOOR & FRAME DETAILS A10.1 EXTERIOR BUILDING DETAILS A10.2 EXTERIOR BUILDING DETAILS A10.3 INTERIOR BUILDING DETAILS A10.4 INTERIOR BUILDING DETAILS A11.1 MILLWORK ELEVATIONS A11.2 MILLWORK ELEVATIONS A11.3 MILLWORK ELEVATIONS A11.4 MILLWORK SECTIONS A11.5 MILLWORK SECTIONS A11.6 COURTROOM MILLWORK ELEVATIONS A11.7 COURTROOM MILLWORK ELEVATIONS A11.8 COURTROOM MILLWORK SECTIONS A11.9 COURTROOM MILLWORK DETAILS A11.10 WOOD WALL @ AREA B LOBBY A11.11 WOOD WALL @ AREA B LOBBY Al2.1 Al2.2 Al2.3 INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS A13.1A FINISH PLAN, FIRST LEVEL - AREA A A13.1 B FINISH PLAN, FIRST LEVEL - AREA B A13.1C FINISH PLAN, FIRST LEVEL - AREA C A13.2A FINISH PLAN, SECOND LEVEL - AREA A A13.2B FINISH PLAN, SECOND LEVEL - AREA B A13.3 CONCRETE INSTALLATION DIAGRAM VOLUME 2 .STRUCTURAL. SO.1 STRUCTURAL NOTES SO.2 STRUCTURAL NOTES S0.3 STRUCTURAL ABBREVIATIONS AND SYMBOLS SO.4 STATEMENT OF SPECIAL INSPECTIONS SO.5 STATEMENT OF SPECIAL INSPECTIONS SO.6 STATEMENT OF SPECIAL INSPECTIONS SO.7 LEVEL 2 LOAD MAP S0.8 ROOF LOAD MAP SO.9 WIND LOAD MAP S1.0 CANOPY PLAN S1.1A FOUNDATION PLAN - AREA A S1.1 B FOUNDATION PLAN - AREA B S1.1C FOUNDATION PLAN - AREA C S1.2A SECOND LEVEL FRAMING PLAN - AREA A S1.26 SECOND LEVEL FRAMING PLAN - AREA B S1.3A ROOF FRAMING PLAN - AREA A S1.3B ROOF FRAMING PLAN - AREA B S1.3C ROOF FRAMING PLAN - AREA C S3.0 BRACED FRAME ELEVATIONS S3.1 BRACED FRAME ELEVATIONS S3.2 BRACED FRAME DETAILS S3.3 BRACED FRAME DETAILS S4.1 TYPICAL CONCRETE DETAILS S4.2 CONCRETE DETAILS S5.1 TYPICAL STEEL DETAILS S5.2 TYPICAL STEEL DETAILS S5.3 TYPICAL STEEL DETAILS S5.4 TYPICAL STEEL DETAILS S5.5 STEEL DETAILS S5.6 STEEL DETAILS S5.7 STEEL DETAILS S5.8 STEEL DETAILS S5.9 STEEL DETAILS S6.0 DETAILS S6.1 DETAILS S6.2 DETAILS .MECHANICAL. MP0.0 MECHANICAL SYMBOLS AND ABBREVIATIONS M1.1A HVAC PLAN, FIRST LEVEL-AREAA M1.1 B HVAC PLAN, FIRST LEVEL - AREA B M1.1C HVAC PLAN, FIRST LEVEL - AREA C M1.2A HVAC PLAN, SECOND LEVEL - AREA A M1.2B HVAC PLAN, SECOND LEVEL - AREA B M1.3A HVAC ROOF PLAN - AREA A M1.3B HVAC ROOF PLAN - AREA B M1.3C HVAC ROOF PLAN - AREA C M2.1A HVAC PIPING PLAN, FIRST LEVEL - AREA A M2.1 B HVAC PIPING PLAN, FIRST LEVEL - AREA B M2.1C HVAC PIPING PLAN, FIRST LEVEL - AREA C M2.2A HVAC PIPING PLAN, SECOND LEVEL-AREAA M2.2B HVAC PIPING PLAN, SECOND LEVEL - AREA B M3.1 MECHANICAL ENGLARGED PLANS & SECTIONS M4.1 M4.2 -M4.3 M5.1 M5.2 M5.3 MECHANICAL CONTROLS MECHANICAL CONTROLS MECHANICAL CONTROLS MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS M6.1 MECHANICAL SCHEDULES M6.2 MECHANICAL SCHEDULES M6.3 MECHANICAL SCHEDULES - VENTILATION CALCS .PLUMBING. P0.1A PLUMBING PLAN, UNDERGROUND - AREA A PO.1 B PLUMBING PLAN, UNDERGROUND - AREA B P0.1C PLUMBING PLAN, UNDERGROUND - AREA C P1.1A PLUMBING PLAN, FIRST LEVEL-AREAA P1.1 B PLUMBING PLAN, FIRST LEVEL - AREA B P1.1C PLUMBING PLAN, FIRST LEVEL -AREA C P1.2A PLUMBING PLAN, SECOND LEVEL-AREAA P1.2B PLUMBING PLAN, SECOND LEVEL - AREA B P1.3A PLUMBING PLAN, ROOF - AREA A P1.38 PLUMBING PLAN, ROOF - AREA B P1.3C PLUMBING PLAN, ROOF - AREA C P2.1 LARGE SCALE PLUMBING PLANS P2.2 LARGE SCALE PLUMBING PLANS P4.1 P4.2 PLUMBING DETAILS PLUMBING DETAILS P5.1 PLUMBING SCHEDULES .FIRE PROTECTION. FP1.1 FIRE PROTECTION PLAN, LEVEL 1 FP1.2 FIRE PROTECTION PLAN, LEVEL 2 EL1 9-0480 .ELECTRICAL. E0.1 ELECTRICAL SYMBOLS AND ABBREVIATIONS E1.1A LIGHTING PLAN, FIRST LEVEL - AREA A E1.1 B LIGHTING PLAN, FIRST LEVEL - AREA B E1.1C LIGHTING PLAN, FIRST LEVEL - AREA C E1.2A LIGHTING PLAN, SECOND LEVEL - AREA A E1.2B LIGHTING PLAN, SECOND LEVEL - AREA B E2.1A POWER PLAN, FIRST LEVEL - AREA A E2.1 B POWER PLAN, FIRST LEVEL - AREA B E2.1C POWER PLAN, FIRST LEVEL - AREA C E2.2 POWER PLAN, SECOND LEVEL - AREA A & B E2.3 POWER PLAN - ROOF E3.1A SPECIAL SYSTEMS PLAN, FIRST LEVEL - AREA A E3.1B SPECIAL SYSTEMS PLAN, FIRST LEVEL - AREA B E3.1C SPECIAL SYSTEMS PLAN, FIRST LEVEL - AREA C E3.2A SPECIAL SYSTEMS PLAN, SECOND LEVEL - AREA A E3.2B SPECIAL SYSTEMS PLAN, SECOND LEVEL - AREA B E4.1 ELECTRICAL LARGE SCALE PLANS E5.1 ELECTRICAL ONE LINE DIAGRAMS E5.2 GROUNDING DIAGRAMS E6.1 ELECTRICAL DETAILS E6.2 ELECTRICAL DETAILS E7.1 LIGHTING SCHEDULES E7.2 MECHANICAL CONNECTION SCHEDULES E7.3 MECHANICAL CONNECTION SCHEDULES E8.1 E8.2 E8.3 E8.4 PANEL SCHEDULES PANEL SCHEDULES PANEL SCHEDULES PANEL SCHEDULES ES1.1 ELECTRICAL SITE PLAN - SOUTH ES1.2 ELECTRICAL SITE PLAN - NORTH ES1.3 ELECTRICAL SITE DETAILS & SCHEDULES ES1.4 SITE LIGHTING DETAILS & SCHEDULES ES1.6 STREET LIGHTING .SECURITY ELECTRONICS. SE0.0 SEC. ELEC. LEGEND & GENERAL NOTES SE1.0A SE1.1A SE1.1B SE1.1C SE1.2A SE1.2B SE2.1A SE2.1 B SE2.1C SE2.2A SE2.2B SEC. ELEC. OVERALL SITE PLAN - SOUTH SEC. ELEC. PLAN LEVEL 1 - A SEC. ELEC. PLAN LEVEL 1 - B SEC. ELEC. PLAN LEVEL 1 - C SEC. ELEC. PLAN LEVEL 2 - A SEC. ELEC. PLAN LEVEL 2 - B SPEC. SYS. PLAN LEVEL 1 - A SPEC. SYS. PLAN LEVEL 1 - B SPEC. SYS. PLAN LEVEL 1 - C SPEC. SYS. PLAN LEVEL 2 - A SPEC. SYS. PLAN LEVEL 2 - B SE3.1 SEC. ELEC. LARGE SCALE PLANS SE3.2 SEC. ELEC. LARGE SCALE PLANS SE3.3 SEC. ELEC. ELEVATION VIEWS SE4.1 SEC. ELEC. POWER, INTERCOM, AND FIBER RISER SE4.4 SEC. ELEC. CARD ACCESS RISER & DETAILS SE4.5 SPEC. SYS. CAN RISER, SCHEDULE, & CARD ACCESS DETAILS SE4.6 SEC. ELEC. IP VIDEO RISER SE4.7 IP VIDEO SCHEDULE SE5.1 SE5.2 SE5.3 SE5.4 SE5.5 SE5.6 SE5.7 SE5.8 CAMERA VIEWS CAMERA VIEWS CAMERA VIEWS CAMERA VIEWS CAMERA VIEWS CAMERA VIEWS CAMERA VIEWS CAMERA VIEW SITE PLAN SITE & 1 - AREA A LEVEL 1 - AREA A LEVEL 1 - AREA A LEVEL 1 - AREA A, B & C LEVEL 1 - AREA C LEVEL 1 & 2 - AREA C SE6.1 SEC. ELEC. CONDUIT DETAILS SE6.2 SEC. ELEC. CONDUIT DETAILS SE6.3 IP VIDEO INSTALLATION DETAILS PLIANCE WITH wFPA 0-PIEC JvL 3 : 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 0 5 2019 PERMIT CENTER O I..L E5' • ® 2019, DLR Group inc., a Washington corporation, ALL RIGHTS RESERVED STATE OF WASHINGTON CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 1 02.08.19.A00-1 73-17158-00 INDEX OF DRAWINGS G0.1 C:1Revit\7317158-00 TJC AR 2018 Central sschmitz.M 5/9/2019 4:07:33 PM ABBREVIATIONS AB AB ACC ACR AD ADA ADDN ADJ ADJT ADMIN AEC AFF AFG AHJ AL ALT ALUM ANCH ANSI AP APC APPROX ARCH ASPH AUTO AVG AWP B.O. BCS BD BLDG BLK BLKG BLKHD BM(S) BOT BRDG BRG BRKT BSMT MINN C CAB CANT CAP CER CF CFC1 CFSF CG CI CIG CIP CJ CJA CL CLG CLOS CLR CMU COL COM COMB COMM COMPR CONC CONF CONFIG CONN(S) CONST CONT CONTR CORR CP CPT CR CS CSTJ CSWK CT NUMBER AND AT ANCHOR BOLT AIR BARRIER ADA ACCESSIBLE ACRYLIC ACCESS DOOR AMERICANS WITH DISABILITY ACT ADDITION OR ADDITIONAL ADJUSTABLE ADJACENT ADMINISTRATION AUTOMATED EXTERNAL DEFIBRILLATIORS ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AUTHORITY HAVING JURISDICTION ALUMINUM ALTERNATE ALUMINUM ANCHOR AMERICAN NATIONAL STANDARDS INSTITUTE ACCESS PANEL ACOUSTIC PANEL CEILING APPROXIMATE ARCHITECTURAL ASPHALT AUTOMATIC AVERAGE ACOUSTIC WALL PANEL BOTTOM OF BABY CHANGING STATION BOARD BUILDING BLOCK BLOCKING BULKHEAD BEAM(S) BOTTOM BRIDGING BEARING BRACKET BASEMENT BETWEEN CHANNEL CABINET CANTILEVER CAPACITY CERAMIC CUBIC FEET CONTRACTOR FURNISHED CONTRACTOR INSTALLED COLD -FORMED STEEL FRAMING CLEAR FLOAT GLASS CAST IRON CLEAR INSULATING GLASS CAST IN PLACE CONTROL JOINT CONTROL JOINT ABOVE CENTER LINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT COLUMN COMMON COMBINATION COMMUNICATIONS COMPRESSIBLE CONCRETE CONFERENCE CONFIGURATION CONNECTION(S) CONSTRUCTION CONTINUOUS CONTRACT(OR) CORRIDOR COVER PLATE CARPET CHAIR RAIL COUNTERSINK CONSTRUCTION JOINT CASEWORK CERAMIC TILE CTG CLEAR TEMPERED FLOAT GLASS CTIG CLEAR TEMPERED INSULATING GLASS CTR CENTER CU COPPER CU CUBIC CU COMBINATION UNIT CY CUBIC YARD CYL CYLINDER D DB DBL DC DEG DEMO DEPR DEPT DET DET DF DG DIA DIAG DIM DIV DN DPFG DR DSN DW DWG(S) DWL(S) DWR EA EB EC EE EEW EEWS EFF EJ EL ELAS ELEC ELEV EMER ENCL ENG ENTR EQ EQUIP EQUIV ERF EUI EW EWC EXIST EXP EXP EXT F F.O. F.V. FAB FB FD FDN FE FEC FF FH FHC FIG FIN FIX FL FLASH FLEX FLG FLM FLUOR FO FOC FOF FOM FOS FOW DEPTH DECIBEL DOUBLE DUST COLLECTOR DEGREE DEMOLISH OR DEMOLITION DEPRESS(ION)(ED) DEPARTMENT DETAIL DETENTION DRINKING FOUNTAIN DOOR GRILLE DIAMETER DIAGONAL DIMENSION SPECIFICATION DIVISION DOWN DAMPROFFING DOOR DOWNSPOUT NOZZLE DISHWASHER DRAWING(S) DOWEL(S) DRAWER EACH EXPANSION BOLT ELECTRICAL CONTRACTOR EACH END EMERGENCY EYE WASH EMERGENCY EYE WASH SHOWER EFFICIENCY EXPANSION JOINT ELEVATION ELASTOMERIC ELECTRICAL ELEVATOR EMERGENCY ENCLOSURE ENGINEER ENTRANCE EQUAL EQUIPMENT EQUIVALENT EPDXY RESIN FLOORING ENERGY USE INTENSITY EACH WAY ELECTRIC WATER COOLER EXISTING EXPANSION EXPOSED EXTERIOR FABRIC FACE OF FIELD VERIFY FABRICATE(D) FACE BRICK FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FIRE HYDRANT FIRE HOSE CABINET FIGURE FINISHED FIXTURE FLOOR FLASHING FLEXIBLE FLOORING FULL LENGTH MIRROR FLUORESCENT FINISH OPENING FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FACE OF WALL FP FR FRP FRT FS FSS FT FTG FUT FVC FWC G GA GAL GALV GB GC GD GEN GFA GL GL GMP GOVT GR GR GRS GWB GYP H HC HD HDBD HDR HDWD HDWR HM HORIZ HR HS HSS HVAC i.e. IAW IBC ID IF IJ IJS IN INC INSUL INT JAN JCT JFB JST JT KCJ KD KH KIT L LAB LAM LAV LB(S) LBR LDG LF LG LG LIN LINO LKR LOC LONG LSC LTG LV LVT FIREPROOFING FIRE RESISTANT FIBERGLASS REINFORCED PANEL FIRE RESISTANCE TREATED FLOOR SINK FOLDING SHOWER SEAT FEET FOOTING FUTURE FIRE VALVE CABINET FABRIC WALL COVERING GROUT GAUGE GALLON GALVANIZED GRAB BAR GENERAL CONTRACTOR GARBAGE DISPOSAL GENERAL GROSS FLOOR AREA GLUE LAMINATED GLASS GUARANTIED MAXIMUM PRICE GOVERNMENT GUARD RAIL GRADE GALVANIZED RIGID STEEL GYPSUM WALL BOARD GYPSUM HEIGHT HOLLOW CORE HAND DRYER HARDBOARD HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HANDRAIL HARDWARE SET HOLLOW STRUCTURAL SHAPE HEATING VENTILATING AND AIR CONDITIONING THAT IS IN ACCORDANCE WITH INTERNATIONAL BUIDLING CODE INSIDE DIAMETER INSIDE FACE ISOLATION JOINT IN JOIST SPACE INCH INCLUDE(ING) INSULATION INTERIOR JANITOR JUNCTION JOINT FILLER BOARD JOIST JOINT KEYED CONSTRUCTION JOINT KNOCKDOWN KITCHEN HOOD KITCHEN ANGLE LABORATORY LAMINATED LAVATORY POUND(S) LUMBER LOADING LINEAR FOOT LENGTH (LONG) LAMINATED GLASS LINEAR LINOLEUM LOCKER LOCATION LONGITUDINAL LIFE SAFETY CODE LIGHTING LOUVER LUXURY VINYL TILE LWC M MAG MAINT MAN MAS MATL MAX MB MBD MBH MC MECH MEMB MEZZ MFR MH MIN MISC MR/S MTD MTG MUL NA NC NFPA NIC NOM NTS NWC OtoO OA OC OFCI OFF OFOI OPG(S) OPP OSHA OTB OVFL OVHD P PAN B PAR PB PC PCT PD PENT PERF PERP PG PIC PIG PL PL PL PLAM PLBG PLYWD PR PREFAB PROJ PS PT PTD PTD/R PTN PVC PWL QT QTR RND QTY RAD RB RC RCP LIGHT WEIGHT CONCRETE THOUSAND MAGNETIC MAINTENANCE MANUAL MASONRY MATERIAL MAXIMUM MOP BASIN MARKER BOARD MOP/BROOM HOLDER MEDICINE CABINET MECHANICAL MEMBRANE MEZZANINE MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MIRROR WITH SHELF MOUNTED MOUNTING MULLION NOT APPLICABLE NOISE CRITERIA NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NOMINAL NOT TO SCALE NORMAL WEIGHT CONCRETE OUT TO OUT OVERALL ON CENTER OWNER FURNISHED CONTRACTOR INSTALLED OFFICE OWNER FURNISHED OWNER INSTALLED OPENING(S) OPPOSITE OPERATIONAL SAFETY AND HEALTH ADMINISTRATION OPEN TO BELOW OVERFLOW OVERHEAD PAINT PANIC BOLT PARALLEL PARTICLE BOARD PRECAST CONCRETE PORCELAIN CERAMIC TILE PANIC DEVICE PENTHOUSE PERFORATED PERPENDICULAR PATTERN GLASS PORTABLE INSTRUMENT CONNECTION PATTERN INSULATING GLASS PLATE PROPERTY LINE PLASTIC LAMINATE PLASTIC LAMINATE PLUMBING PLYWOOD PAIR PREFABRICATED PROJECT(OR) (ION) PROJECTION SCREEN POINT PAPER TOWEL DISPENSER COMBINATION TOWEL DISPENSER/RECEPTACLE PARTITION POLYVINYL CHLORIDE SOUND POWER LEVEL QUARRY TILE QUARTER ROUND QUANTITY RADIUS RUBBER BASE REMOTE CONTROL REFLECTED CEILING PLAN RD REF REFL REM REQ(D) RESIL REV RF RF RFM RH RI&C RM RND ROOF DRAIN REFERENCE REFLECTED REMOVABLE REQUIRE(D) RESILIENT REVISION(S) RESILIENT FLOORING RUBBER FLOOR RECESSED FLOOR MAT ROBE HOOK ROUGH IN AND CONNECT ROOM ROUND S SINK SAT SPRAYED ACOUSTIC TREATMENT SAW SOUND ABSORBING WALL UNITS SB SPLASH BLOCK SC SOLID CORE SC SHOWER CURTAIN SCD SEAT COVER DISPENSER SCH SHOWER CURTAIN HOOK SCHED SCHEDULE SCR SHOWER CURTAIN ROD SCT STRUCTURAL CLAY TILE SD SOAP DISPENSER SECT SECTION SECY SECRETARY SG SPANDRAL GLASS SGL SINGLE SH SHOWER SHM SECURITY HOLLOW METAL SHT SHEET SIM SIMILAR SLNT SEALANT SM SHEET METAL SND SANITARY NAPKIN DISPOSAL SNV SANITARY NAPKIN VENDOR SPEC SPECIFICATION(S) SPL SOUND PRESSURE LEVEL SPL SPECIAL SQ SQUARE SS STAINLESS STEEL SS SOLID SURFACE SSA STORM SHELTER AREA SSS STAINLESS STEEL SHELF ST STONE ST STAIR STAG'D STAGGERED STC SOUND TRANSMISSION CLASS STD STANDARD STGR STRINGER STL STEEL STOR STORAGE STRUCT STRUCTURAL SUBFL SUBFLOOR SURF SURFACE SUSP SUSPENDED SV SHEET VINYL SYM SYMETRICAL T TREAD T&G TONGUE AND GROOVE T.O. TOP OF TAN TANGENT TB TOWEL BAR TBD TACK BOARD TCP TOILET COMPARTMENT PARTITION TEMP TEMPORARY TERR TERRAZZO TG TINTED FLOAT GLASS TH THRESHOLD TI TENANT IMPROVEMENT TIG TINTED INSULATING GLASS TOP TOP OF PAVING TRANS TRANSVERSE TTD TOILET TISSUE DISPENSER TTG TINTED TEMPERED FLOAT GLASS TTIG TINTED TEMPERED INSULATING GLASS TW TACK WALL TYP TYPICAL UL UNEX UNFIN UNDERWRITERS LABORATORIES UNEXCAVATED UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL US UTILITY SHELF UTIL UTILITY VB VB VCB VERT VEST VF VOC VOL VP VT VWC W W/ W/O WB WC WC WCL WD WDF WDW WG WI WOM WR WRB VVVV WWF VAPOR BARRIER VINYL BASE VENTED COVE BASE VERTICAL VESTIBULE VINYL FLOOR VOLIITILE ORGANIC COMPOUND VOLUME VENEER PLASTER VINYL TILE VINYL WALL COVERING WIDE WITH WITHOUT WALL BASE WATER CLOSET WALL COVERING WATER CLOSET/LAVATORY COMBINATION WOOD WOOD FLOORING WINDOW POLISHED WIRE GLASS WROUGHT IRON WALK OFF MAT WASTE RECEPTACLE WEATHER RESISTANT BARRIER WARM WHITE WELDED WIRE FABRIC YD YARD EL1 9-0480 GENERAL SYMBOLS SIM SIM ROOM NAME 0 wm4170 (Frame A DESCRIPTION DETAIL NUMBER CROSS REFERENCE SHEET NUMBER SIMILAR OR TYPICAL REFERENCE WALL SECTION DETAIL REFERENCE BUILDING SECTION BUILDING ELEVATION INTERIOR ELEVATION CASEWORK ELEVATION KEYNOTE COLUMN GRID LINE ROOM NUMBER/NAME DOOR NUMBER/ INTERIOR WINDOW EXTERIOR WINDOW NUMBER WALL TYPE REVISION NUMBER ea n I ,/ PJ �d 67, ICJ EARTH GRAVEL SAND CONCRETE PRECAST CONCRETE STEEL GYM FLOOR WOOD (CONTINUOUS BLOCKING) WOOD (NON -CONTINUOUS BLOCKING) WOOD (TRIM/FINISH) GLASS STONE SHINGLES CONCRETE MASONRY UNIT BRICK VENEER STEEL (LARGE SCALE) PLYWOOD (LARGE SCALE) GYPSUM WALL BOARD 0 BATT INSULATION RIGID INSULATION SPRAY FOAM INSULATION FIRE SAFING INSULATION PROTECTION BOARD I I CARPET (LARGE SCALE) ACOUSTIC TILE (LARGE SCALE) I TILE (LARGE SCALE) SITE SYMBOLS 100 99 1% SLOPE DOWN ri- KCJ —I KCTI— EJ xx x • xx x • ono SD —110-1111-111-0. �-1110,----► S- FM — W F G HPS MPS— LPS - - UGE/UGT — - —OHP— HOT — LAT PROPERTY LINE LOT LINE EASMENT LINE BUILDING LINE, EXISTING BUILDING LINE, NEW W/DOOR OPENING AND STRUCTURAL STOOP PRIMARY CONTOUR. EXISTING PRIMARY CONTOUR, NEW SECONDARY CONTOUR, EXISTING SECONDARY CONTOUR, NEW SLOPE, PAVEMENT DRAINAGE DITCH OR SWALE STREET CENTERLINE CURB, THICKENED EDGE CURB, EXISTING CURB, NEW PAVING CONTRACTION JOINT PAVING KEYED CONSTRUCTION JOINT PAVING TIED CONSTRUCTION JOINT PAVING EXPANSION JOINT FENCE, SECURITY FENCE, BARBED WIRE FENCE, CHAIN LINK FENCE, WOOD SEED LIMIT SOD LIMIT STORM DRAIN SUBDRAIN SUBDRAIN, PERFORATED SANITARY SEWER FORCE MAIN WATER FIRE GAS HIGH PRESSURE STEAM MEDIUM PRESSURE STEAM LOW PRESSURE STEAM UNDERGROUND ELEC/TELEPHONE OVERHEAD POWER LAWN SPRINKLER HOT UNE LAWN SPRINKLER LATERAL CI AREA INLET CURB INLET MANHOLE OBSERVATION RISER HEAD WALL FLARED END CLEAN OUT CAP THRUST BLOCK • FOR ( •CO ►i VALVE PIV POST INDICATOR VALVE p REDUCER MAGNESIUM ANODE III DIELECTRIC COUPLING ® CATHODIC TEST STATION FIRE HYDRANT POWER POLE LIGHT POLE TELEPHONE MANHOLE ® TELEPHONE BOX • SPRINKLER HEAD, 360° S SPRINKLER HEAD, 270° O SPRINKLER HEAD, 180' O SPRINKLER HEAD, 90° ®QC QUICK COUPLING ®X° ®x TFH N ■ 0 TREE, EXISTING DECIDUOUS TREE, EXISTING CONIFER SHADE TREE ORNAMENTAL TREE DECIDUOUS TREE SHRUB CLIPPED SHRUB RECEIVED CITY OF ILK -MLA JUN 05 2019 PERMIT CENTER O c E Ce (3 a J � a fat • 02019, DLR Group Inc., a Washington corporalion, ALL RIGHTS RESERVED REGISTERED ARCHITECT CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions COMPleatif CDEFWITH NFPA 0-NEC Ju; 3_ 2019 City of Tukwila DUILDING DIVISION 73-17158-00 SYMBOLS AND ABBREVIATIONS G0.2 ARCHITECT STRUCTURAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT MECHANICAL ENGINEER ELECTRICAL ENGINEER SECURITY ELECTRONICS ENGINEER EL1 9-0480 RECP'JED CITY OF -11,htti.LA JUN 05 2019 O V I 0 • a C a co c Lai 2 ® 2019, DLR Group inc.. a Washington corporation, ALL RIGHTS RESERVED w H Z w U w U H D J_ H CITY OF TUKWILA To 0 to II m CONFORMED SET Issue Date - 05.10.2019 Revisions NFPA C - . •C IPpi Cites SG.3 .2919 City of TU&WOa QUILDING DIVISION 73-17158-00 STAMP SHEET PERMIT CENTER G0.3 'm o. L (oI a) a) col w 0 a W it U r o a co N tr- N m o_ U an ABBREVIATIONS 8 0 AAMP AC ACCU ADA ADDN AF AFF AFG AHJ AHU AIC AL ALT ANSI AP APPROX ARCH AT ATS AV AWG BAS BJ BKR BLDG BMS C CAN CB CCTV CFCI CKT CL CLG COMM CONC CONN(S) CONST CONT CONTR CP CTR CU CU D DB DC DEG DEMO DET DIA DIM DISC DIV DN DP DW DWG(S) E EA EC ECS EL ELEC ELEV EMD ENG EP EQ EQUIP EQUIV ER EWC EXIST EXT F.V. FA FAA FACP NUMBER AND AT PHASE AMPERE ABOVE COUNTER AIR COOLED CONDENSING UNIT AMERICANS WITH DISABILITY ACT ADDITION OR ADDITIONAL AMP FRAME (CIRCUIT BREAKER) ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AUTHORITY HAVING JURISDICTION AIR HANDLING UNIT AMPERE INTERRUPTING CAPACITY ALUMINUM ALTERNATE AMERICAN NATIONAL STANDARDS INSTITUTE WIRELESS ACCESS POINT APPROXIMATE ARCHITECTURAL AMP TRIP (CIRCUIT BREAKER OR FUSE) AUTOMATIC TRANSFER SWITCH AUDIO -VIDEO AMERICAN WIRE GAUGE BUILDING AUTOMATION SYSTEM BONDING JUMPER BREAKER BUILDING BUILDING MANAGEMENT SYSTEM CONDUIT CABLE TELEVISION CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CONTRACTOR FURNISHED CONTRACTOR INSTALLED CIRCUIT CENTER LINE CEILING COMMUNICATIONS CONCRETE CONNECTION(S) CONSTRUCTION CONTINUOUS CONTRACT(OR) COVER PLATE CENTER COPPER CONDENSING UNIT DEPTH DECIBEL DIRECT CURRENT DEGREE DEMOLISH OR DEMOLITION DETAIL DIAMETER DIMENSION DISCONNECT SPECIFICATION DIVISION DOWN DISTRIBUTION PANELBOARD DISHWASHER DRAWING(S) EAST EACH ELECTRICAL CONTRACTOR EMERGENCY COMMUNICATION SYSTEM ELEVATION ELECTRICAL ELEVATOR ESTIMATED MAXIMUM DEMAND ENGINEER EXPLOSION PROOF EQUAL EQUIPMENT EQUIVALENT EXISTING (TO BE ) RELOCATED ELECTRIC WATER COOLER EXISTING EXTERIOR FIELD VERIFY FIRE ALARM FIRE ALARM ANNUNCIATOR FIRE ALARM CONTROL PANEL FC FCU FIN FL FLA FLUOR FS FT FUT G GC GEN GFCI GND H HH HOA HORIZ HP HZ i.e. IBC IC IES IG IN INT JB KAIC KV KVA KW LB(S) LT LTG M MAX MCA MCB MCC MECH MF77 MFR MIN MISC MLO MOCP MRTS MSB MTD MTG MTS N N N.C. N.O. N/A NEC NEMA NF NIC NL NTS OC OFCI OPP OVHD P PA PAR PB PERP PH PIV PLYWD PNL PWR FOOT CANDLE FAN COIL UNIT FINISHED FLOOR FULL LOAD AMPS FLUORESCENT FLOW SWITCH FEET FUTURE EQUIPMENT GROUNDING CONDUCTOR GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER EQUIPMENT GROUNDING CONDUCTOR HEIGHT HANDHOLE HAND -OFF -AUTOMATIC HORIZONTAL HORSE POWER HERTZ (FREQUENCY) THAT IS INTERNATIONAL BUIDLING CODE INTERCOM ILLUMINATING ENGINEERING SOCIETY ISOLATED GROUND INCH INTERIOR JUNCTION BOX THOUSAND AMPERE INTERRUPTING CIRCUIT KILOVOLT KILOVOLT AMPERES KILOWATT POUND(S) LIGHT LIGHTING THOUSAND MAXIMUM MINIMUM CIRCUIT AMPACITY MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MECHANICAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS MAIN LUGS ONLY MAXIMUM OVERCURRENT PROTECTION MOTOR RATED TOGGLE SWITCH MAIN SWITCHBOARD MOUNTED MOUNTING MAIN TRANSFER SWITCH NEUTRAL NORTH NORMALLY CLOSED NORMALLY OPEN NOT APPLICABLE NATIONAL ELECTRIC CODE NATIONAL ELECTRICAL MANUFACTURERS ASSN. NON -FUSED NOT IN CONTRACT NIGHT LIGHT NOT TO SCALE ON CENTER OWNER FURNISHED CONTRACTOR INSTALLED OPPOSITE OVERHEAD POLE(S) PUBLIC ADDRESS PARALLEL PULL BOX PERPENDICULAR PHASE POST INDICATOR VALVE PLYWOOD PANEL POWER QTY RAD RCP RECPT REF REQ(D) REV RM RND RTU S SCCR SCHED SD SEC SECT SHT SIM SPD SPEC STD STL STOR STRUCT SUSP SWBD SYM TBB TC TEMP TGB TMGB TO TR TS TV TYP UG UL UNFIN UNO UTIL UV V VA VERT VEST VFD VSMP W W W W/ W/O WA WG WP XFMR QUANTITY RADIUS REFLECTED CEILING PLAN RECEPTACLE REFERENCE REQUIRE(D) REVISION(S) ROOM ROUND ROOF TOP UNIT SOUTH SHORT CIRCUIT CURRENT RATING SCHEDULE SMOKE DAMPER SECONDARY SECTION SHEET SIMILAR SURGE PROTECTION DEVICE SPECIFICATION(S) STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SWITCHBOARD SYMETRICAL TELECOMMUNICATIONS BONDING BACKBONE TIME CLOCK TERMPORARY TELECOMMUNICATIONS GRONDING BUSBAR TELECOMMUNICATIONS MAIN GRONDING BUSBAR TELECOMMUNICATIONS OUTLET TELECOMMUNICATIONS ROOM TAMPER SWITCH TELEVISION TYPICAL UNDERGROUND UNDERWRITERS LABORATORIES UNFINISHED UNLESS NOTED OTHERWISE UTILITY UNIT VENTILATOR VOLT VOLT-AMPERE VERTICAL VESTIBULE VARIABLE FREQUENCY DRIVE VARIABLE SPEED MOTOR CONTROLLER WIRE WEST WATT WITH WITHOUT TELECOMMUNICATIONS WORK AREA WIRE GUARD WEATHER-PROOF (NEMA 3R) TRANSFORMER SYMBOLS 0• FACP FAA NAC ❑F ITr 0 • 0 0 LIGHTING LIGHTING FIXTURE, SEE LUMINAIRE SCHEDULE ON E7.1 LIGHTING FIXTURE ON EMERGENCY SYSTEM TRACK LIGHTING FIXTURE, SIZE PER FIXTURE SCHEDULE STRIP LIGHTING FIXTURE, SIZE PER FIXTURE SCHEDULE WALL MOUNTED FLUORESCENT STRIP LIGHTING FIXTURE CEILING FIXTURE, SURFACE, RECESSED OR PENDANT, SEE FIXTURE SCHEDULE LIGHTING FIXTURE ON EMERGENCY SYSTEM HIGH BAY LIGHTING FIXTURE WALL FIXTURE, BRACKET MOUNTED, SEE FIXTURE SCHEDULE SELF CONTAINED EMERGENCY LIGHTING FIXTURE EXIT SIGN, CEILING MOUNTED, DIRECTIONAL ARROW AS INDICATED EXIT SIGN, WALL MOUNTED, DIRECTIONAL ARROW AS INDICATED SITE LIGHTING - POLE POLE MOUNTED YOKE POLE MOUNTED AREA LIGHT WALL MOUNTED AREA LIGHT IN GRADE LIGHT FIXTURE, SEE FIXTURE SCHEDULE BOLLARD LIGHT FIXTURE SAFETY FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR PANEL N.A.C. EXTENDER PANEL MANUAL FIRE ALARM PULL STATION FIRE ALARM BELL FIRE ALARM HORN FIRE ALARM VISUAL WARNING SIGNAL FIRE ALARM BELL, WITH VISUAL WARNING SIGNAL FIRE ALARM HORN, WITH VISUAL WARNING SIGNAL MINI FIRE ALARM HORN, WITH VISUAL WARNING SIGNAL FIRE ALARM SPEAKER, WITH VISUAL WARNING SIGNAL FIRE ALARM SPEAKER, FLUSH IN CEILING FIRE ALARM SPEAKER, WITH VISUAL WARNING SIGNAL, CEILING FIRE ALARM VISUAL WARNING SIGNAL, CEILING ECS SPEAKER, FLUSH IN CEILING ECS SPEAKER, WITH VISUAL WARNING SIGNAL, CEILING ECS VISUAL WARNING SIGNAL CEILING MOUNTING HEIGHT SCHEDULE DEVICE CENTERLINE OF BOX ABOVE FINISHED FLOOR U.N.O. 1. SWITCH 2. OCCUPANCY SENSOR SWITCH 3. RECEPTACLE 4. EXTERIOR RECEPTACLE 5. DOOR PUSHBUTTON 6. DOOR BUZZER/CHIME 7. DISCONNECT SWITCH 8. WALL MOUNTED EMERGENCY LIGHTING RELAY 9. OCCPANCY SENSOR WALL MOUNT 10. PANELBOARD 11. PULL STATION 12. FIRE HORN WITH VISUAL WARNING' 13. VISUAL WARNING LIGHT' 14. FIRE SPEAKER WITH VISUAL WARNING' 15. FIRE SPEAKER HORN, WALL MOUNT 16, FIRE ALARM CONTROL PANEL 17. FIRE ALARM ANNUNCIATOR PANEL 18. SNAC POWER SUPPLY 19. DOOR HOLDER 20. REMOTE TEST SWITCH, WALL MOUNTED 21. TV OUTLET 22. N RECEPTACLE 23. COMMUNICATIONS OUTLET 24. WALL PHONE 25. VOLUME CONTROL 26. INTERCOM TIMER OFF SWITCH 27. SPEAKERS (WALL MOUNT) 28. EXTERIOR SPEAKERS 29. CARD READER 30. CAMERA, WALL MOUNT 42 INCHES 42 INCHES 18 INCHES 24 INCHES 42 INCHES 84 INCHES 54 INCHES 90 INCHES 120 INCHES 72 INCHES TO TOP 46 INCHES 90 INCHES 90 INCHES 90 INCHES 144 INCHES 72 INCHES TO TOP 60 INCHES TO TOP 72 INCHES TO TOP 74 INCHES 60 INCHES 74 INCHES MATCH ADJACENT TV OUTLET 18 INCHES 52 INCHES 42 INCHES 42 INCHES 94 INCHES OR 12 INCHES BC 138 INCHES 42 INCHES 108 INCHES 31. DOOR SECURITY RELEASE PUSHBUTTON 42 INCHES 32. SECURITY KEYPAD 52 INCHES 33. AUDIO -VIDEO CONTROLLER 34. AUDIO -VIDEO OUTLET 35. CLOCK 52 INCHES 18 INCHES 94 INCHES OR 12 INCHES BC -NOT ALL DEVICES USED. -' MOUNT AT HEIGHTS INDICATED OR 6 INCHES BELOW CEILING WHICHEVER IS LOWER. --BC: BELOW CEILING SWITCHES: MOUNT 42" AFF UNO /SUPERSCRIPT, SWITCH SHALL CONTROL FIXTURE DENOTED WITH SAME LOWER CASE LETTER X SWITCH SYMBOL SUBSCRIPT, SWITCH TYPE - SEE BELOW S Sut SM SOS SR Sv SX 1�CN OS OS P PC a D ©D 0 0• OSY FS TS PIV b FF H-f LINE THRU SWITCH INDICATES A KEY OPERATED SWITCH SWITCH, SINGLE POLE WIRELESS SWITCH, LOW VOLTAGE # COORDINATES WITH CONTROL SCHEDULE ON E6.2 SWITCH, MASTER SWITCH, WALL -BOX OCCUPANCY SENSOR SWITCH, LOW VOLTAGE, ASSOCIATED WITH RELAY PANEL SWITCH, WALL -BOX VACANCY SENSOR SWITCH, EXPLOSION -PROOF WIRELESS FIXTURE CONTROLLER, ENCELIUM #WCM WIRELESS MANAGER ENCELIUM #WM OCCUPANCY SENSOR OCCUPANCY SENSOR/ PHOTOCELL COMBINATION STAND-ALONE PHOTOCELL LIGHTING FIXTURE WITH INTEGRAL WIRELESS CONTROLLER LIGHTING FIXTURE WITH INTEGRAL WIRELESS CONTROLLER AND OCCUANCY SENSOR/PHOTOCELL SMOKE DETECTOR- IONIZATION TYPE (D=DUCT) SMOKE DETECTOR -PHOTOELECTRIC TYPE(D=DUCT) SMOKE DETECTOR - IONIZATION TYPE SMOKE DETECTOR PHOTOELECTRIC TYPE HEAT DETECTOR RATE -OF -RISE AND FIXED TEMPERATURE, 135°F HEAT DETECTOR RATE -OF -RISE AND FIXED TEMPERATURE, 200°F HEAT DETECTOR FIXED TEMPERATURE ONLY, 135°F HEAT DETECTOR FIXED TEMPERATURE ONLY, 200°F SPRINKLER SYSTEM ELECTRONIC BELL ALARM FIRE ALARM MAGNETIC DOOR HOLDER REMOTE INDICATOR LAMP OS&Y VALVE WATER FLOW ALARM SWITCH TAMPER SWITCH POST INDICATOR VALVE SWITCH BEAM TRANSMITTER BEAM RECEIVER FIRE FIGHTER'S TELEPHONE DISTRIBUTED ANTENNA (CEILING) GENERAL NOTES (TYPICAL ALL SHEETS) J T XXX XXX I I E XXX CT GEN ATS 1-0 MH HH SF ST J iJ NF Z n n 0 11 O PB C C POWER CIRCUIT HOME RUN CONDUIT TURNING UP CONDUIT TURNING DOWN CONDUIT STUB -UP CONDUIT SLEEVE CONDUIT SEAL CONDUIT CONCEALED IN CEILING OR WALLS, POWER CONDUIT CONCEALED IN CEILING OR WALLS, OTHER = SEE ABBREVIATIONS) CONDUIT CONCEALED IN FLOOR OR UNDERGROUND, POWER CONDUIT CONCEALED IN FLOOR OR UNDERGROUND, OTHER = SEE ABBREVIATIONS) EXPOSED CONDUIT, POWER EXPOSED CONDUIT, OTHER = SEE ABBREVIATIONS) TRANSFORMER BRANCH CIRCUIT PANEL BOARD DISTRIBUTION PANEL BOARD EQUIPMENT CABINET, AS NOTED SWITCHBOARD CURRENT TRANSFORMER ENCLOSURE METER GENERATOR AUTOMASTIC TRANSFER SWITCH SYSTEM GROUND ELECTRODE THERMOSTAT MUSHROOM SWITCH ELECTRICAL MANHOLE ELECTRICAL HANDHOLE MOTOR CONNECTION, HORSEPOWER AS INDICATED MANUAL SWITCH, WITH FUSE MANUAL SWITCH, WITH THERMAL OVERLOAD MAGNETIC MOTOR STARTER DISCONNECT SWITCH, WITH FUSE DISCONNECT SWITCH, WITHOUT FUSE COMBINATION MOTOR STARTER RELAY PHOTOELECTRIC CELL SWITCH, PUSH BUTTON, SINGLE SWITCH. PUSH BUTTON, DOUBLE SWITCH, PUSH BUTTON, TRIPLE JUNCTION BOX, CEILING JUNCTION BOX ABOVE SUSPENDED CEILING WITH FLEX CONNECTION FLUSH JUNCTION BOX, WALL MOUNTED SURFACE JUNCTION BOX, CEILING MOUNTED SURFACE JUNCTION BOX, WALL MOUNTED PULL BOX EQUIPMENT CONNECTION MECHANICAL EQUIPMENT CONNECTION 1. MOUNTING HEIGHTS SHALL BE AS INDICATED IN MOUNTING HEIGHT SCHEDULE THIS SHEET, UNLESS NOTED OTHERWISE ON DRAWINGS. RECEPTACLES DIAGONAL LINE THROUGH SYMBOL INDICATES MOUNT DEVICE ABOVE COUNTER. ® HEn 410 F- at. \NI O FB-X SIMPLEX RECEPTACLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE, GFI TYPE DUPLEX RECEPTACLE, MOUNT ABOVE COUNTER DUPLEX RECEPTACLE, GFI TYPE, MOUNT ABOVE COUNTER FOURPLEX RECEPTACLE FOURPLEX RECEPTACLE, GFI TYPE FOURPLEX RECEPTACLE, MOUNT ABOVE COUNTER FOURPLEX RECEPTACLE, GFI TYPE, MOUNT ABOVE COUNTER DUPLEX RECEPTACLE, FLUSH IN CEILING PR: PENDANT RECEPTACLE DUPLEX RECEPTACLE, HORIZONTALLY MOUNTED DUPLEX RECEPTACLE, HORIZ. MTD, GFI TYPE DUPLEX RECEPTACLE, HORIZ. MTD, MOUNT ABOVE COUNTER DUPLEX RECEPTACLE, HORIZ. MTD, GFI TYPE, MOUNT ABOVE COUNTER WEATHER RESISTANT GFI DUPLEX RECEPTACLE, ROOF MOUNT 18' ABOVE ADJACENT STRUCTURE WITH A WEATHERPROOF, IN -USE COVER WEATHER RESISTANT GFI DUPLEX RECEPTACLE, MOUNT 18" AFF WITH A WEATHERPROOF, IN -USE COVER DUPLEX RECEPTACLE TO SERVE ELECTRIC WATER COOLER, MOUNT AT HEIGHT PER EQUIPMENT MANUFACTURER'S INSTALLATION GUIDELINES DUPLEX RECEPTACLE TO SERVE TELEVISION, MOUNT AT SAME HEIGHT AND WITHIN 8' OF ADJACENT TV OUTLET DUPLEX RECEPTACLE, EMERGENCY FOURPLEX RECEPTACLE. EMERGENCY DUPLEX RECEPTACLE, LOWER SWITCHED DUPLEX RECEPTACLE, SWITCHED FOURPLEX RECEPTACLE; (1) DUPLEX SWITCHED, (1) DUPLEX UNSWITCHED RANGE RECEPTACLE SPECIAL RECEPTACLE (TYPE INDICATED ON DRAWINGS) FLUSH FLOOR OUTLET BOX, SEE SCHEDULE ON E6.2 FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE 0 ® FLUSH FLOOR BOX WITH FOURPLEX RECEPTACLE 2. LIGHT SWITCHES ON STRIKE SIDE OF DOOR: MOUNT LIGHT SWITCHES AND WALL SWITCH OCCUPANCY SENSORS WITHIN 12' OF DOOR/SIDELIGHT FRAMING. 3. LIGHT SWITCHES ON HINGE SIDE OF DOOR: MOUNT LIGHT SWITCHES AND WALL SWITCH OCCUPANCY SENSORS BOTH CLEAR OF DOOR SWING AND WITHIN 8 INCHES OF DOOR IN OPEN POSITION. 4. PROVIDE BOX EXTENDER FOR FLUSH INSTALLATION OF DEVICES LOCATED IN ARCHITECTURAL CASEWORK THAT IS FLUSH WITH ADJACENT WALL (SUCH AS RECEPTACLES FOR GARBAGE DISPOSERS AND UNDER CABINET MICROWAVES). 5. MOUNT POWER RECEPTACLES DENOTED 'TV' AT THE SAME HEIGHT AND WITHIN 8' OF ASSOCIATED TV OUTLET. 6. RECEPTACLES DENOTED'R' SHALL BE ROOF MOUNTED, GFCI-TYPE AND MOUNTED IN A WEATHERPROOF BOX WITH WEATHERPROOF IN -USE COVER A MINIMUM OF 18' ABOVE ROOF STRUCTURE. 7. MOUNT TELECOMMUNICATIONS OUTLETS AT THE SAME HEIGHT AND WITHIN 8' OF NEAREST ADJACENT RECEPTACLE UNLESS NOTED OTHERWISE. DO NOT SCALE OFF OF SPECIAL SYSTEMS PLANS FOR EXACT DEVICE LOCATIONS. 8. COORDINATE LOCATION OF DEVICE BOXES FOR SWITCHES, RECEPTACLES, AND SYSTEMS DEVICES WITH ALL OTHER WALL HARDWARE, BOARDS, ETC. ADJUST BOX LOCATIONS ACCORDINGLY WHILE STILL IN COMPLIANCE WITH THESE PLANS. 9. SPECIAL RECEPTACLES: TO ENSURE PROPER INSTALLATION, VERIFY JUNCTION BOX AND WALL PLATE REQUIREMENTS FOR SPECIALTY DEVICES PRIOR TO ROUGH -IN. 10. EXPOSED RACEWAYS IN FINISHED SPACES: PAINT ALL CONDUIT, BOXES, AND ASSOCIATED MOUNTING HARDWARE TO MATCH ADJACENT FINISHES. MASK OPEN BOXES TO PREVENT PAINTING INTERIOR OF BOX. p0 NOT PAINT EXPOSED WIRE OR CABLES. 11. PFVIC,F I OCATIONS: COORDINATE ALL DEVICE LOCATIONS WITH CASEWORK ELEVATIONS TO AVOID LOCATING DEVICES WHERE THEY WOULD CONFLICT WITH OTHER DEVICES OR BE INACCESSIBLE. 12. THFRMOSTATS, HUMIDISTATS AND SENSORS' ELECTRICAL CONTRACTOR SHALL PROVIDE A 1-GANG JUNCTION BOX WITH (1) 3f4' EMPTY CONDUIT STUBBED INTO AN ACCESSIBLE CEILING LOCATION. PROVIDE A PULL STRING. ALSO PROVIDE BUSHINGS ON BOTH ENDS OF THE CONDUIT TO AVOID CABLING DAMAGE. COORDINATE FINAL THERMOSTAT LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICAL CONTRACTOR PRIOR TO COMMENCING ROUGH -IN. 13. DASHED LINES AROUND MECHANICAL EQUIPMENT INDICATED WORKING CLEARANCES, COORDINATE ELECTRICAL EQUIPMENT PLACEMENT AND CONDUIT ROUTING AROUND THESE AREAS. MULTIDEVICE FLOOR BOX WITH DUPLEX AND DATA OUTLETS, DIVIDED 2 GANG BOX WITH SINGLE GANG PLASTER RING MULTI -RECEPTACLE STRIP, SPACING AS INDICATED DIVIDED RACEWAY USB ONLY RECEPTACLE DUPLEX RECEPTACLE WITH (1) USB AND (1) USB-C PORT GENERAL SYMBOLS ROOM NAME RECEIVED 14. DIVISION 26 TO COORDINATE AND PROVIDE ALL RACEWAYS AND BOXES FOR DEVICES SHOWN ON SE SHEETS. SEE SE DRAWINGS FOR SCOPECITY OF T UKKiVIL JUN 05 2019 EL1 9-0480 PERMIT CENTRIPTION DETAIL NUMBER CROSS REFERENCE SHEET NUMBER SIMILAR OR TYPICAL REFERENCE WALL SECTION DETAIL REFERENCE SIM BUILDING SECTION BUILDING ELEVATION INTERIOR ELEVATION CASEWORK ELEVATION KEYNOTE COLUMN GRID LINE ROOM NUMBER/NAME DOOR NUMBER/ INTERIOR WINDOW EXTERIOR WINDOW NUMBER WALL TYPE REVISION NUMBER • 0 2019. DLR Group inc., a Washington 03rporalion. ALL RIGHTS RESERVED TUKWILA JUSTICE CENTER CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03.15.19-ADD 5 Fi -VI W'ED FyO�R NFPLA 70 NECTM 3 1_ 2019 Clay of Tukwila BUILDING DIVISION 73-17158-00 ELECTRICAL SYMBOLS AND ABBREVIATIONS E0.1 MATCHLINE - AREA A MATCHLINE - AREA B VES1IBULE <A133� DAYLIGHT ZONE 1 P1AO sqft I*dLA2-1 P1A !'1fC1- _J . SL FtHIA2- CKEICL < A it > R2D-A RHLA2-1 O c1 PR RHLLAA22 RHLA2- RHLA2-1 SWAT & CDU GEAR RHLA2- 1 RHLA2-1 R2D-A RHLA2- 1 O El R2D-A R2D-A RHLA2-1 RHLA2- 1 "ORY O SL1 X1 aapn EHC1- 9 -3 F0 EHC1- 9 PIA RHLA2- 5 LARC'r." EVIDENCE U P1 RHLA2- 5 tO O PtF, : ; GC CLEANING Ca_145> P2P2 A EHC1- 9 H0 X1 EHC1- 9 P18 RHLA2- 5 14'-0 O BL1 C1- 9 r frA2l fr2.E? 9 EHC1- 9 L b °D2 RHLA2-1 P1A RHLA2- 1 EQuIPMENT- 15 % PIA RHLA2- 1 DAYLIGHT ZONE 1 2 sgft R2D-A RHLA2.1 R2D-A RHLA2- 1 01'1113 EHC1-9 O R1b-A a RHLA2 1 os CHARGING R1b-A RHLA2- 1 O 51.1 SL1 R1b-A SLL' RHLA2- os R41-A RHLA2- 1 a O R4-4A RHLA2- 1 b ;:..ES P2-A RHLA2- 1 L. WC SLI rUSf_ os R4-2-A RHLA2- 1 b R4-2-A R4-3-A RHLA2- 1 RHLA2- 1 O CU l Y BAGS ' 0 P2-A P2-A RHLA2- 1 RHLA2- 1 F'ADENCELAB 0 R2-A RHLA2- 5 SLI EHC1.9 O R2-A RHLA2- 5 11,1B RHLA2- 5 EVTDENCE _ P76 K T3') RHLA2- 5 14'-0' 14'-0' O as W2 RHLA2-1 R4-3-A - SLZ RHI-A2- BRIEFING a C.At_7f 41-A R4-4-A HLA2-1 ❑RHLA2-1 a b 1 SI P2-A I wokRHLA2.1 I C �_ 1 (W2A SL1 RHLA2- I 1-O os O O R4-1-A RHLA2- 1 b O 1 ('t42-A HLA2- 1 b R4-4-A 4 1 A RHLA2-1 O 43-A E1-1-AHLA2HLA2.1 b b CRCULPP)N < A.1_:'_, P2-A P2-A EHC1- 9 RHLA2- 1 EVIDENCE LOCKERS A134 R2-A RHLA2- 5 } IBB RHLA2- 5 PLAN NORTH P18 RHLA2- 5 0111B RHLA2- 5 i O R2-A RHLA2- 5 STAFF STAIR `S2) • ° 0 r9 P2-A EHC1- 9 U1 RLPA1- 64 X1 EHC1- 9 P18 RHLA2- 5 P18 Elf1B RHLA2- 5 EHC1- 9 14'-0 Fi21B [IL RHLA2- 5 RHLA2- 5 LIGHTING PLAN, FIRST LEVEL - AREA A SCALE. 1 /8" - 1 -0" 9-6-A HLA2- 1 t 9-6-1 HLA2- 1 P2 RHLA2- 1 R9.6-A RHLA2- I ELEVATOR MACHINE ROOM 1B12D O Rib -A(µ' RHLA2- 1 os 0 R1b-A RHLA2-1 LI a os ADA SHOWER <131' 3-> QUIET ROOM <6 12i El ai Rib -A RHLA2- I N R1b-A RHLA2- 1 P2 P2 RHLA2-1 EHC1.9 R9-6-A RHLA2.1 O R2-A RHLA2- 5 R9-6-A EHC1- 9 R9-6-A RHLA2- 1 R9-8-A RHLA2-1 R9-6-A RHLA2-1 4 R9-6-A RHLA2- 1 R9.6 A RHLA2- 1 R3 • ET:; STORAGE . .. . ell CHAIR & ';:ELL SIOP:.• o- wiS EHC1-7 RHLA2.1 I7• HC1- 9 Ik P2 RHLA2- 1 Q R9-6-A RHLA2- 1 R9-6-A RHLA2-1 P P2`K P RHLA2- 1 SL1 RHLA2- 1 RHLA2- 1 � ' 7' tot - ell RIL ti RHLA2-5 MH=12-0" VESPn AE ai `> w 1 PIA L__hHLA2-5 �RHLA2-5 MH=12-0" GUNS CABINET P18 RHLA2- 5 PR EER1Y ST CR.A.GE CARNET ,\ ,g-. � ... .. DRUGS ;Tr RHLA2- 5 nP1A RHLA2d5 MH=12'-0" X 4,1 EHC1- 9 t HLA2- 5 2 RHLA2- 5 R9D-8 RHLA2- 2 HLA2- 1 9 4 R9-6-A RHLA2- I R9-6-A EHC1- 9 RHLA2- 5 _J2 RHLA2- 5 Sp S 1-itFiLA2-5 HO D PG <AT25;.> auk2- 5 HCLC"IG . VEST,B E SA124) P2 RHLA2- 1 R1b-A RHLA2- 1 OS HLA2-1 P24 RHLA2 -1 t HLA2- 5 2 RHLA2- 5 PiA RHLA2-5' H=12'-0" EHC1-17 b 7STORAGE \A1' P2�R EHC1-9 RHLA2-1 P2-YV RHLA2- 1 R9-6-A RHLA2- 1 P2 EHC1- 9 i R9-6-A RHLA2- I RECORDS (DEN OFFICE R9-6-A A 117 RHLA2- 1 R9-6-A RHLA2-1 iNG R1b-A RHLA2- 5 b R1b-A RHLA2- 5 a R9-6-A EHCi-9 Sa R9.6A RHLA2- 1 X1 TEHC1-9 1--II-1 EHC1- 13 ELEV=107'-0' W5 TRHLA2-I1 -r 1 ELEV=1OT-0' 0 co • R1b-A RHLA2- 5 b O R1b-A RHLA2- 5 a P2YA RHLA2-1 N ECG TOILET CAlCt> o R8-3 W2 RHLA2-1•* 2 • 0 LJ ai RB•3 W2 RHLA2-1 LIENS TOILET os O O 0 DIB-A DIB-A D1B-A RHLA2- 1 RHLA2-1 RHLA2.1 CLERKS WINDOW a11c1 O 0 D18-A D18-A RHLA2-1 RHLA2-1 cis O O O 0 D1B-A RHLA2- 1 R1a-A I �IR1a-A RHLA2- 5L"JRHLA2- 5 FINGERPRINT a R1a-A R1a-A RHLA2- RHLA2- 5 r 0 RHLA2 1 RECORDS LOBBY •P3-A EHC1-9 X1 EHC1-9 • MH=10'-6' P3-A EHCi- 9 •P3-A EHC1-9 •P3-A EHC1.9 X1 3EHC1-9 EHC1-9 8-0' P341 •P3-A EHC1-9 EHC1-9 HLCI.9 41 P7IIP7 EHC1 9 EHC1-9 W5 RHLA2- 11 ELEV=110'4' MECH EGRESS STAIR X W5 1.13 EHC1- 13 10T1E10 6 WP1 EHC1- 17 10.1? P7 El P7 RHLA2- 5 RHLA2- 5 S S 3NP1 EHC1- 17 1 • A.; R9D-8-A ai EHCi- 9 ff D-6-A RHLA2- 5 EL1 9-0480 O R1b-A RHLA2- 5 'N'TER'iI IEVA R1b-A RHLA2-5 INTERVIEW <A1Odi SOFT iN ER 11E4 ..A10ni R1b-A RHLA2- 5 LEGEND NOTES IGHTING NOTES (TYPICAL ALL LIGHTING SHEETS) 1. TYPICAL LIGHTING NOMENCLATURE: FIXTURE TYPE PANEL -CIRCUIT # SWITCH OR ZONE 2. IF CIRCUITING IS NOT INDICATED, THEN THE FIXTURE SHALL BE CONNECTED TO THE CIRCUIT SHOWN SERVING THAT ROOM. 3. MOUNTING HEIGHT REFERS TO THE DISTANCE AFF TO BOTTOM OF FIXTURE, UNLESS INDICATED OTHERWISE. 4. SEE SPECIFICATION SECTION 260533 (PART 3) FOR LIMITATIONS ON USE OF FLEXIBLE CONDUIT, TO INCLUDE FIXTURE WHIPS. TANDEM WIRING FROM FIXTURE TO FIXTURE IS UNACCEPTABLE. ALL FIXTURE WHIPS SHALL ORIGINATE FROM A LOCAL, ACCESSIBLE, JUNCTION BOX. 5. PROVIDE #10AWG MINIMUM CONDUCTORS FOR ALL EXTERIOR LIGHTING CIRCUITS INCLUDING BUILDING MOUNTED EXTERIOR UGHT FIXTURES (EXCEPTION: LEADS FROM REMOTE DC POWER SUPPLIES). 6. PROVIDE BEAD OF SIUCON SEALANT AROUND JUNCTION BOX PERIMETER AT ALL BUILDING MOUNTED EXTERIOR LIGHT FIXTURES. 7. COMMISSIONING OF WALL SWITCH AND CEILING MOUNTED OCCUPANCY SENSORS FOR UGHTING CONTROL: UTILIZE MANUFACTURER'S RECOMMENDATIONS AND OWNER INPUT TO ADJUST AND SET BOTH TIME DELAYS AND UGHT LEVEL SENSORS ACCORDING TO AREA BEING SERVED. RECORD SETTINGS AND TURN OVER TO OWNER. DO NOT LEAVE SENSORS ON FACTORY DEFAULTS. PROVIDE FINAL WALK-THRU WITH OWNER UPON COMPLETION TO VERIFY ACCURACY OF SETTINGS. 8. OCCUPANCY SENSOR$- SF,NSORS ON PLANS ARE SCHEMATIC. SYSTEM TO BE DESIGNED BY APPROVED MANUFACTURER ELECTRICAL CONTRACTOR TO COORDINATE ALL LOCATIONS, QUANTITIES, 9. EXTERIOR LIGHTS ARE CONTROLLED THROUGH LIGHTING CONTROL PANELS AS INDICATED ON PLANS. SEE UGHTING SCHEDULES FOR ADDITIONAL INFORMATION. 10. SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT AND LOCATION OF EXTERIOR BUILDING MOUNTED LIGHTS, UNLESS NOTED OTHERWISE. 11. EXPOSED STRUCTURE IN SPACES WITHOUT A CEILING (EXPOSED STRUCTURE), SUSPEND LIGHT FIXTURES FROM UNISTRUT AT TOP CORD OF JOISTS UNLESS NOTED OTHERWISE. UGHT FIXTURES ON NLT CEILINGS TO BE MOUNTED DIRECTLY TO CEILING. 12. WIRLESS MANAGERS (GATEWAYS, ACCESS POINTS, ETC) FOR WIRELESS LIGHTING CONTROL SYSTEM ARE TO BE LAID OUT BY LIGHTING CONTROL MANUFACTURER. PROVIDE CABLING TO DEVICES AS REQUIRED. 13. PROVIDE (NORMAL) POWER AND NETWORK CONNECTION TO ANY CONTROL HEAD ENDS REQUIRED BY THE LIGHTING CONTROL MANUFACTURER. KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT L3 ROUGH IN FOR SIGNAGE LIGHTING. COORDINATE WORK WITH SIGNAGE CONTRACTOR. L10 SURFACE MOUNT FIXTURE UNDERNEATH CABINET. COORDINATE WITH MILLWORK INSTALLER. SEE ARCHITECTURAL DRAWINGS. L41 PROVIDE JUNCTION BOX AT NEAREST ACCESSIBLE SPACE TO MOUNT FIXTURE CONTROLLER. L13 PROVIDE ONE WIRELESS CONTROL MODULE PER THIS FIXTURE TYPE. ONLY ONE SHOWN. RECF!VED CITY OF 1 UKWILA JUN052019 PERMIT CENTER CANOPY L KEY PLAN C e /' • 02019. DLR Group inc, a Washington TUKWILA JUSTICE CENTER CITY OF TUKWILA 0 C 0 C dr2 C II CONFORMED SET Issue Date - 05.10.2019 Revisions ,;G: 3 12019 City of Tukwila LADING DIVISION 73-17158-00 LIGHTING PLAN, FIRST LEVEL - AREA A E1.1A SL1 r F- 5L1 EQUIPMENT, <,A52> MATCHLINE -AREAB 0TLRCIRflXt TRAFFIC FILES (q15 SL1, m SL1 SL1 130.) 0-1 1-0 L2 Jc A,-4„‘ 2:29 L DIRECTOR `C1221 m COURTS OPE OFFICE P5 RHLA2-13 P5 EHC1- P5 RHLA2- 13 P5 RHLA2- 13 P5 RHLA2- 13 'ESTIBULE •EHC1. 7 X1 EHC1-7 EHC1- 7 SFE;,, PROBATION u MANAGER <75us` 0 0 d L1 U2 LPC1- 2 SEE SHEET E1.28 FOR CONTINUATION OF LIGHT FIXTURES IN . THIS AREA. CD X2 EHC1- 7 0 O 'I) u INTERVIEV; 0 R9-6 P RHLA2- 13• R9-6 EOC', EHC1-7 • R9-6 Q RHLA2- 13 R9-6 RHLA2- 13 SL1 LA2-13 MANAGER �971y,i ' " RHLA2-13 ' 5 0' IR3 ®EHC1- 7 LOUNGE ^�51 �— 1� S 'WELLNESS L1 0 P6 ;si <BJ' RHLA2-13 EHC1- 7 MH=8'-0' ELEVATOR MACHINE ROOM Xi .. <<' 20 RHLA2-13 SL7 6EHC1-7 J2 MH=10-0' Soo EHC1-7 EHC1-1 S4 RHLA2.13 j4P2 RHLA2 13 ellP2 EHC1- 7 202 EHC1- 7 42 RHLA2-13 :-,2FouLATION 1a 1 LA2-13 ADA SHOWER i,,81_1302 wcu TT . ' R70ht s S4 W1 ;DEHC1.7. RHLA2-„I W1 EHC1-3 ' S 1-2 i o EHC1-3 O co 4HLA2.13 2 6 ENLIGHTING PLAN, FIRST LEVEL - AREA B SCALE: 1/8" =1'-0" PLAN NORTH 1 HC1.3 WI Rib EHC1- 3 RHLA2- 13 1751 ROOM • <1. i 0 0 0 India ILA2-13 b CA® .P RHLA2- 13 P1 RHLA2- 13 P1 ` RHLA2- 13 OH RHLA2- 13 Z5 cryil I Kph ui P RHLA2- 13 R9-6 C) Z5 cfRHLA2-13 Z4 C 0 0 0 0 X1 EHC1- 7 2, Su R9-6 a RHLA2- 13 (Tip RHLA2-13 Z4 aZ3 COLLECTIONS (C101 0 0 0 R9-6 b EHC1- 7 Z4 I R96 R96 RHLA2- 13 RHLA2- 13 RHLA2- 13 25 24 Z3 CONE A 6iD3) 3 Z4 F1 RHLA2-13 "NF 'o F 24 tx- a. 24a ZS HC1.7 -1 •1 LA2- is =MNaJ'-10' RHLA2-1 RHO-0 b R3 Z4 RHLA2-13 RHLA2-13 ClEC.ILA'ICt.; 4, 12•0' EHC1-7 0• PirRHLA2- 3 EHC1.7 EHC1--1 7 SL2 O 1a HLA2- 13 b O os M: S CO! F p a EHC1.7 MH4'-10' R9-6 a 0S P EHC1- ILA2-13 Z5 a R9-4 � 13 RHLA2-1"EHC1 7 ®P R9-6 R9-6 ®P R9-6 _ RHLA2-13 RHLA2-13 RHLA2- 13 24 Z4 ,74 ,Z3 w EOC STORAGE (6 6s> a 2- X1 EHC1- 7 MH--9'-10" Dit3 i-5 -4S k a RHLA2-13 ' T19D-4 "� r IL9D 4 Xt ILA2-11 SL1 RHLA2- RHLA2-13 EHCI- 7 MH=9'-10' R95 I R9e= RHL13 RHLA2-13 RHLR9-52.- Z3 A2-13 RHLHHLL�A2-113 EOC Eos Z4 Z4 a J H 1A 1A R&6 R9-5. R95 LA2-13 HLA2-13 RHLA2.13 RHLA2-13 RHLA2-13 Z5 Z4 Z3 4;4IA LA2- 13 ® N� S 0 CHAIR .. 5 -. STORAGE l 31 ?', 1A CO HU12-13 0 R9-6 RHLA2- 13 I R9-5. R9-6 6 RHLA2- 13 EHC1- 7 Z4 Z4 R� 1 5. NPS:P R9-5 RHLA2- 13 RHLA2- 13 HLA2- 13 Z5 R9-5.0/ Z4 R9-6 ,p Z3 RHI A7- 13 RHI�,,,LA2- 13 Z4 Z4 TOILET q1C� > 'b MEWS TOILET 0002) co RH T El RHLA2 13 4 4.4 EI 3 b b El 0 X113.-I EHC1-7 ET E1.28 FOR ATION OF XTURESIN 0,BY • 8 03> • X1 0-I EHC1-7 EL19-0480 KEY VALUE L1 L7 L10 L13 L14 LEGEND NOTES KEYNOTE LEGEND KEYNOTE TEXT MOUNT SWITCH AT 4? ABOVE LEVEL 1 FINISHED FLOOR. SWITCH CONTROLS AU. LIGHT FIXTURES IN ELEVATOR SHAFT. MOUNT LIGHT FIXTURES 6' ABOVE LOWER LEVEL FINISHED FLOOR. SURFACE MOUNT 84 FIXTURE UNDER STAIR. (TYP). SURFACE MOUNT FIXTURE UNDERNEATH CABINET. COORDINATE WITH MILLWORK INSTALLER. SEE ARCHITECTURAL DRAIMNGS. PROVIDE ONE WIRELESS CONTROL MODULE PER THIS FIXTURE TYPE. ONLY ONE SHOWN. FIBER OPTIC ILLUMINATOR FOR LOBBY FEATURE WALL SEE SHEETS A11.10 AND A11.11 FOR INSTALLATION DETAILS. RECEi/En CITY OF TUKWULA JUN052019 PERMIT CENTER I CANOPY L KEY PLAN A C w w w U Q CI CONFORMED SET Issue Date - 05.10.2019 Revisions �� FORyyy N PAqqYO-PIECt1TM U I.312019 City of Tukwila OUILDING DIVISION 73-17158-00 LIGHTING PLAN, FIRST LEVEL - AREA B E1.1 B 5/10/201912:13:47 EA] WP1C3-I P7 WP1 0.1 XEHC1-19 EHC1- 5 MH=10-6' NIECE! P7 ' II. CI27": EHC1-19 `" �HLSi c1-Ir7-5 F re _5 , ELECTRICAL C,S+2F, P7 P7 EHC1o5 EHCD NAM aIs X3 WP1C3-1 { P7 EHC1-19Eo EV KSE\Ci ELECTRICAL 4KIi MATCHLINE - AREA B MATCHLINE - AREO p7 EHC1- 5 441 P7 HP7 HLC1-1 EHC1-5 ST SIC ?T D1A WP1' EHC1- 19 flC2 EHC1- 5 GRC ,- 7 iGt Dr. C2 _-EHCI-5 011P2 EHC1- 5 H® X1 ®xi EHC1-5 E -EHC1- 5 eilP2 HLC1- 1 HLC1-1 W2A HLC1-1 W2A HLC7-17 2'-0• O wcu �125) 0D1A P2 Su.N HLCIEHC1-5 P2 HLC1-1 r 1 I Q R1b I 1=1HLC1- cl, BERS P O R1b HLC1- !DAYLIGHT ZONE 1 I Rib -st ©HLC7-1 ! aP 'DAYLIGHT ZONE 1 I104sgft Rib Q HLC1-1 6AYLIGHT ZONE 1 1 104 sqR Rib HLC1 1 Ely DIRECTOR aRib HLC1-1 rVYLIGHT ZCNE 1 1 IBBco O Pi� , G"F> RLC1-1 X2 ®EHC1-5 DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 175 sqR ! 164 444 P2 R9-6 �HLC1-{' I: OURTSOFFICE aOPEN r u11"e,j P2 I 0 0' P4 HLC1-1 Z1 P4 EHC1- 5 Z1 Hai x1 EHC1- 5 P2 n HLC1-1 HLC1- L 1 HLC1-1 VESTIBUL! <C1 8-4> SL1 J1.1RY v r 1P2 4 1�13,_`losla HLC1 1 ' L H Q 1 C7- 1 I HLC7-1 na-o HLC1.1 ENLIGHTING PLAN, FIRST LEVEL - AREA C SCALE: 1/8" = 143 PLAN NORTH SD P2 EHC1- 5' j�P2 ,ems,' IIjIIHLC1-1 IosIP lb LC1-1 1 P1A 8, EHC1- P1A HLC1-1 Sp _OC 7 C2 C2 HLC1- 1 _ EHC1- 5 PROBATION 2 £1M4AGER HC1-5 R1a - SiC1 IJJ 0 R1a HLC1-1 0 P4 HLC1-1 Z1 P4 HLC1-1 21 r- 1b V LC1 1 lb Cl-1 ''LC 1 U1 LPC1- 29 46-1 Q?1A HLC1- 1 P1A HLC1- 1 W2A HLC1.1 ) losla C2 EHC1- 5 HLC1- 2 P1CEHC1- 5 2 HLCi- 1 P1A A HLC1-1 EHC1-5 MH=12'-0" P4 HLC1- 1 Z1 P4 HLC1- 1 Z1 P4 HLC1- 1 L1 R4 -1LC1 '. Z1 Rib Rib Rib--HL❑C1.1 HLC1-1 LC1- 1 O 0 El 1=0 R1b Rib HLC -1 HLC1-1 R9-6 HLC1-1 �S 6121b �HLC1-1 1TF 1R i._. Rta ❑R1b HLC1-1 HLCi-1. R9-6 HLC1 1 "1'�1 ellR96 EHC1- 5 O El Rib p‘rHLC7-1y ®4V2 cH cR1'Ea;' HLC1-1 4Y.; R1b HLC1- 1 INTo <C'101 > s coc„ 45) P4 EHC1- 5 71 ui PUBLIC A,DA NON -CONTACT I'd1:1.4TE ADA ` ISITING NON -CONTACT <, CU?,; Th ' v1SIT.ING .v/-WP1 r14..> / C2£HC1-19 X7 R1: /i EHC1-5"' °' HLC1-3 R1 MH=10b EHCi- 5 �j R1& EHC1- 5 0 I' I' X1 0-4 - 4-. EHC1-5 EHC1-5 Co P4 HLC1-1 Z1 P1A EHC1.51DF P1A HLC1 - 1 R8 ^? HLC1 1 a RB EHC1- 5 b HLCI-3 PUSLIC 'ON -CONTACT` VISITING -P3 1'- HLC1-3 °P3 HLC1-3 D1A HLC1-3 op3 HLC1- 3 0 D1A $3 HLC1-3 HLC1.3 OP OH HO aP W2A W2A 0 HLC1-1: - HLC1-1 col"O S+ 'R3 CIRC!JLt..1, ON EHC1-5 -� B'-0' �-:113,:g_ �23 HLC1- 3 R9-6 R9-6 U1 HLC1-1 HLC1-1 LPC1-63 Lei EHC1-5 0' 3-V' 113f±1®t HLC1- 3 EHCI- 5 crib p HLCi-1 x, DIB °S HLC1-f, REL.E✓TICN - 3•_0" ORtb Fk.C1-1 R96 LRIb HLCt1 sO 018 HLC1-1 D1B HLC7-1 EHC1-5 HLC1-1 a rat R96 HLC7-1 °P3 HLC1- 3 °P3 HLC1- 3 HLC7- 3 %1A °b, HLC1-3 HLC1-3 COURTS LOSEY Q'71A HLC1 3 Co Co °P3 HLC1- 3 %1A ' °P3 HLC1 3 HLC1-3 9)1A HLC1-3 HLC1-7 °P3 HLC1-3 P3 HLC1-3 e SL1 GL1v LOCKER pWPy ,`<.1 zL i 2EHjU.19 . ;S HLC1- 3 P3 HLC1- 3 P7 co EHC1.5 CCUTPOTIONS F " NLC1.3 os °P3 • 3 HLC1- 3 HLC1- 3 nn! U P3 P3 °HLC1-3 HHLC1.3 X1 HLC7-13 EL1 9-0480 LEGEND NOTES KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT L3 L9 L10 L13 ROUGH IN FOR SIGNAGE UGHTING. COORDINATE WORK WITH SIGNAGE CONTRACTOR. ROUGH -IN FOR SIGNAGE LIGHTING. PROVIDE CONNECTION TO BACKLIT SIGNAGE. COORDINATE EXACT REQUIREMENTS WITH SIGNAGE CONTRACTOR. SURFACE MOUNT FIXTURE UNDERNEATH CABINET. COORDINATE WITH MILLWORK INSTALLER SEE ARCHITECTURAL DRAWINGS. PROVIDE ONE WIRELESS CONTROL MODULE PER THIS FIXTURE TYPE ONLY ONE SHOWN. RECEIVED CITY OF TUR WILA JUN 05 2019 PERMIT CENTER r-- I CANOPY L KEY PLAN CITY CONFORMED SET Issue Date - 05.10.2019 Revisions VIEgWNE�DEFy5I NFPA 70 - NEC EC 'Si'31YOE CNy of Tukwila BUILDING DIVISION 73-17158-00 LIGHTING PLAN, FIRST LEVEL - AREA C E1.1C ACCREDITATION WORKnOOM MATCHLINE -AREAA MATCHLINE - AREA B SEE ELECTRICAL SITE PLAN FOR LIGHTING UNDER CANOPY r PSU DEPUTY CHIEF SECURE COMMANDER OPERATIONS STORAGE 231,> r'?e > < A240j 1 .. r , r DAYLIGHT ZONE 11 rDAYLIGHT ZONE 11 rDAYLfEHT ZONE 1 , bA 1 taA 1�A R1a443 R1a- 89agft 1189sgfl LA2- 71 I LA2- 7 Era 7 ❑ O 1a-A 1alt1 DAYLIGHT ZONE 1 11 DAYLIGHT ZONE 1 I) aH CONFERENCE aH 7 OF 7 II'? 7 i J 110 sqf ®p I I^ 102 sgfl EL 11 ® ROOM rFCI CE 11 H232 ; �23 2.7 7 O -ulm7 CI -7 rl •ib-A IJO-1a-A O.1 R1 R1 I...__;, os II a� L - - b- r DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 204 sgft _ � 204 agfl L R9-6-A RHLA2- 3 I PSU OPEN OFFICE F;94A <h226 > f2HLA2- 3 R9R9-6-AA RHLA2- 3 , IIR9��1 6-A IPHLA2- 3 J_ R1b-A OS. RHLA2- N DAYLIGHTb DAYLIGH ZONE 2I R1a-A R1a-A I I p143 sgft RHLA2- 7 RHLA2. 7 I aR1a-A RHLA2- 7 -A I b HC1-,1�' 0 R1a-r�" RHLA)1- 7 b lU1 I U1 RLPA2-20 RLPA2.38 LA2- 7 I U HLA2- 3 J coL -A HLA2- 3 PIA COPY,WORKRUG:Y RHLA2-3 22J PH' R1bA -b -® RHLA2-3 m 0i 913-4-A P1 A pLA2- 3 oR A RHLLA2- 3 os O ADM!N COMMANDER gzs6 alb -A C1-11 1b•A O LtSPHLA2- PHONE l 01\ �h.L. RRH1132 2-A LA2- 3 42A HLA2- 3 L_ POLICEAU':i OFFICE ff6A HC1- 11 to RHLA2- 3 R9D-4-A RHLA2- 3 Eta aii EC/ vi it WO W2A R90-4-A .. c. ^a1_' RHLA2- 7 =. -• b RHLA2-3 `� ' P2-A P2-A ® P2-A RHLA2.3 _ RHLA2.3 RHLA2- 3 Cl) INVE 1TONS SLI --9 X1 HLA2- 3 TECH 3 _....: X2 EHC1-11 . TECH . EHC 11 _ S \Lt R9D-6A EHCi 11 J ❑RibA R1a-A n ❑R1bA ��: RHLA2- 3 � � 7L,J SLI R9D-6-A r- - - - - - - --RHEA2r9 DAYUGHT ZONE 1 DAYLIGHT ZONE21 274 sqft F L -A -.RHLA2-3 NACU (A f-Fi HLA2- 3 O I„E RC RSA LA2- 3 R9-6A RHLA2- 3 P2-A EH 1 ❑A R1b RHLA2- 7 ®p SO Rtb-A ��-1 ❑R1b-A N RHLA2-7 COPY, WCRKROCM 0 R1bA RHLA2- 7 6-A RHLA2- 3 *6A RHLA2- 3 A RHLA2.3 6-A HLA2- 3 W2A CD �-I RHLA2- 7-' INCRHU12 7 RHLA2- RHLA2 7 7 7 SS r r tN NVESTIGATION R1a-A ACT SECURE HLA2-7 HC1 11 h O"1 :CO WANDER RHLA2 7° `S:EGPT 1113;11:ARHHALA2=1: <-�1,2;> ® CA220) O5 y �A21 ® .7o '1D-JV� O R1a-AO Rib -A 0'-0" RHLA2-7- ❑RHLA2.7 ❑RHLA2-7 URL1PA2- 33 R1a-A k1 1 b-; RHLA2-T LA2- 3 9-b-A RHLA2- 3 rn) RHLA2- 3 R9-6-A DAYLIGHT ZONE 4 9 RHLA2- 3 239 R9-6-A I RHLA2-3 RHLA2-3 .tAJOR04SE a I CpIFERECE R9-6-A _ I RHLA2- 3 R9-6-A EHC1- 11 R9 e-A -2HLA2-3- � (Se21 DAYL GHT ZONE 3 337 R9.6—A RHLA2- 3 PILIGHTING PLAN, SECOND LEVEL - AREA A SCALE: 1/8" = 1'-0" PLAN NORTH RHLA2- 3 co 203 EN EHC1- 11 X1 WEHC1- 11 flA EHCt-11 Osl 1-11 LA2- 9 2-4 HLA2- 9 ' `OKER' FC'; S:AFF HA LWAY CA2-J0,> P2-A RHLA2- 3 1EHC1 11 ❑A R1L RHLA2- 7 ❑Rlb-A RHLA2- 7 SL1 SPECIAL CPS / '069MANDEER/ dr <A I LA2- 3 r -5- -b r R943A RRLA2 T 1 IDAYUG • E 21 • 1 P 1b-A 1b-A LA2- 3 ACT OPEN DEFACE 7 -1LA2 7 \A2 7e R9-8 76sq1I os RHLA2-3 LA2-7 �HLA2-71 C1- I 1 1b-A 1b-A I- LA2.7 LA2-7I (DAYLIGHT ZONE 11 1 76 O R1bA EiR1b- I RHLA2- �I�RHLA2-1 J L_b_--Jb L I 1 R9-6-A RB6A EHC1 11 DAYLIGHT ZONE 2 RHLA3 164 sgft DAYUG TZONE1- 164 soy r _j 1R9-6-A R9-6-A RHLA2- 3 RFLA2- 3 J 42 HLA2- 9 1 4'-0'(41) I R9D-4-A EHC1-11 P2-A EHCr ❑R RHHLALA 2- 7 1E1 0 HC1. 11 R1b•A RHLA2- 7 r xz 1b-A 1b-A f LA2 7 O LA2' 7 — —>a I r TEAM AREA 1 ( I H_i;fi> I 1 lb -A O 1brA LA2- 7I •I 11A2J 7 IDDA�GIAONE 1b I85 L EA —RHLA2- 7 7 b DAYLIGHT ZONE 1 97 sgft ®. I O 1bA O 1bIA FrtHLA2 7 HLIA2.7 L b b 1 Li I,' LA2- 9 tHL HLA2- 9 ,RHd HLA2.9 fi HLA2- 9 DS G-0" 6'-0' I R9D-6-A x RHLA2-3 P2-A RHLA2- " R9D-4-A RHLA2- 3 - ®X1 EHC1- 11 R9D4-A co RHLA2.3 P2-A RHLA2- 3 EHQ1- 11 TeT I®I Oa p 'RHLA2-9 X T HLA2- 9 HLA2- 9 HLA2 9 6' 1LA2-9 LA2-a: SL74'-9' r Q 1 R9D-0-A EHC1.11 P2-A P2-A RHLA2- EHC1.11 SL1 ®p b-A ❑R1a-A '1a-A LA2 3 RHLA2 3 RHLA2-3 C of ROOM CuIET ROOM H211� .__..-. P2-A LA2- 9 r 757 BCD4-A 4,X2 LA2- 3 EHC1-11 SL1 CLO • OPT P2-A Mir OPEN OFFICE R9-6-A ',9 2 : 9.6 R9-6-A 14HLA2- 3 R9-6-A LA2- 3 RHLA2- 3 DAYLIGHT ZONE 2 RHLA2- 3 350 sgfl „S____, r 9 UYLIGHT ZONE 1 �j R9 6 AT R9-6-Ar r_t,RHLA2- 3 RHLA2- 3 R9-6-A R9-6-A RHLA2- 3 RHLA2- 3 J XI CHEHC1.11 EHC1-13� • ELEV=120'4Y R9D-4 Af RHLA2• 3 W5 RHLA2-11 S3 a ELEV=120E-0" RHLA2- 9 T RHLA2-9 rej RHLA2- 9 3 RHLA2- 9 S3 RHLA2- 9 RHLA2- 9 DAYUGHT ZONE 2 781 agft W5 RHLA2-11 P7 ELEV=117-0' EHCt-11 J. C HAT:F W5 EHC1- 13 E' fr,J ; 5 ; /dR • 0.1 S3 RHLA2- 9 EXERCISE L071 RHLA2-9 Lir RHLA2- 9 S3 RHLA2- 9 DI ROOM �M2Q3� S3 RHLA2- 9 S3 Ft LA2-9 EL1 9-0480 4 RHLA2- 9 gri RHLA2- 9 S3 RHLA2- 9 PoiLA2- 9 S3 RHLA2- 9 DAYUGHT ZONE 1 10813 sgfl RHLA2- 9 LEGEND NOTES KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT L2 MOUNT FIXTURE TO BOTTOM OF STRUCTURAL GIRDER. (TYP). L10 SURFACE MOUNT FIXTURE UNDERNEATH CABINET. COORDINATE WITH MILLWORK INSTALLER. SEE ARCHITECTURAL DRAWINGS. L11 PROVIDE JUNCTION BOX AT NEAREST ACCESSIBLE SPACE TO MOUNT FIXTURE CONTROLLER. RECFly/En CITY OF TUKWILA JUN052019 PERMIT CENTER CANOPY L KEY PLAN C B ■ rj5 :1-C; 2p!q TUKWILA JUSTICE CENTER CITY OF TUKWILA 0 m 0 a as co co - II CONFORMED SET Issue Date - 05.10.2019 Revisions OOMPIUANC W I NFPA 0-N C gy..312019 Cty of TdwAta BUILDING DIVISION 73-17158-00 LIGHTING PLAN, SECOND LEVEL - AREA A E 1.2A C:\Revit\73-17158-00_TJC_MEP 2018_Central_Seanpavery.M 5/10/2019 12:13:59 PM PLAN NORTH PSI) CONFERENCE - i.r{IEFO ® ROOM POLICE. E1 a231 �1--1 0 237) °Sa- O 0 MATCHLINE - AREA B MATCHLINE-AREAL 0 El DEPUTY CHIEF QPERATIONS ‹.A238-> 0 O SECURE STORAGE `A290 STAFF STAIR S7 > S1 RHLA2-1 17-0" S1 13 RHLA2-1 S1 S1 EHCI.7 RHLA2-1 S1 • RHLA2-13 su CCPYi ACRKROOM LIGHTING PLAN, SECOND LEVEL - AREA B SCALE: 1/8" = 11-0" S1 RHLA2-1Y S1 EHC1.7 S1 RHLA2.13 S1 RHLA2-13 S1 EHC1.7 S1 RHLA2-j3 P1A D2 2 RHLA2- 9 RHLA2- 9 0 0 R6-2 RHLA2- 9 FEMALE ST@F AGE. SHOWERS 9201) • -1N2 `'-'— j I-0 RHLA2- 9 / W2 FO RHLA2- 9 W2 1-0 RHLA2- 9 ' Lf9RHLA2.9 M1.11 2-2 -RHLA2- 9 LOCKERS cA2C3 RHLA2- 9 L5J D2 D2 D2 RHLA2- 9 RHLA2- 9 RHLA2- 9 0 0 0 R6-1 RHLA2- 9 W2 OH RHLA2- 9 W2 0--1 RHLA2- 9 W2 0-1 RHLA2- 9 RHLA2- 9 EXERCISE EL1 9-0480 LEGEND NOTES KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT L5 SURFACE MOUNTED CONDUIT PATH ALONG NLT CEILING. RECEWED CITY OF TUKWILA JUN052019 PERMIT CENTER CANOPY L KEY PLAN A C ■ CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions q�.CpE�F NFPA 70-NECT JUL 3 12010 City of Tukwila UILDING DIVISION 73-17158-DD LIGHTING PLAN, SECOND LEVEL - AREA B E1.2B I LEGEND NOTES Q. m C c to (r)I 2 c C) coI N aI Lu 2 U a 'm o v N N co MATCHLINE - AREA A MATCHLINE - AREA B • PLAN NORTH C HEMICAL rF51 K9 C"1153 .> IMO SWAT 8 CCU GEAR cA155,5 In RLPA1-54 C 14-30R FPH-HRV-A1-1 RLPA1-52 ACP-A-1 RIFL= : CI F,ANjh'(: 011575 48' EDH-A144 RLPA1 - 38!f B AI33 RLPAl - 40 p RLPA1-41 DUTY BAC S t A132) LARGE EVIDENCE 36 \ RLPA1-36 ®: D EFA149A ®; RLPA1 56,58 EQUIPMENT `A152_> RLPA1 - 48 VRF-A144 RLPA1-3 E'JIDENCF <4138?> FnH-F RV-A1-2 ® i1R�1-A�-2 EVIDENCE C k13 ) F: RLPA1-42 RLPA1-44 l7 48" DBH-A148B ®,,DBH-A148C VRF-A134® 4r CKERS RLPA1-30 PR POWER PLAN, FIRST LEVEL - AREA A SCALE: 1/8" = 10" CIRCULATION CAi4 >i PR FDH-HRV-A1-3 WC A149 CIRCULATION A13S ? HRV-A1-3 RL▪ P▪ A▪ 1-34 \ MONEY CABINET <T-A130 C RLPA1-62 Ii QUIET ROOM ® j(j vRF-A112 A\ -t\i it RlPA1-16 \ RLPAt 68 . - Al - 50 CIRCULA 1U� �I SGT MEETNG COMMAND ROOM_ c !Ai1GC.Si) ' Ci112i 13.0' _ 13'-0" L Evf: STORAGE ART 9_,) ADA SHOYER'a `R11� —r ;Ar < A1F F-1 RLPA1-32 FRICGE 42'. RLPA1-28 INYERvIEW/ Al -12 INTER RLPA1.10 GUNS CABINET +`A141,,› PROPERTYT STORAGE LL CABINET <Ai42) DRUGS SA143 F VESTIBULE `Al2� i C CUH-{ '® . rr OPEN OFFICE `�A VRF-A123 C.1-7 BOOKING AREA 12� G/ RLPA1-4 SE VIOR MANAGER <-3i 4.) RLPA1-14 nl IP lu WOMEN'S TOILET <A107) VRF-A117 VRF-A115 RLPA1-37 RECORDS OPEN OFFICE c (Sf 7) RLPA1 - 30 GPESS S�iAll OBH-S1 ® 3�M MEWS TOI ET A102) SBC-A1 MDF C&10:i RLPA1.29 RLPA1 - 31 RECORDS LOBBY “10D 5 RLPA1-27 RLPA1-21 T ERJIEN A103" EL1 9-0480 P8H-ALOOF DBM:A100E PBH-A10013 INTERVIEW <�11i4) SOFT NTERv EW C. A106.' a 1s POWER NOTEQ (TYPICAL ALL POWER SHEETS) 1. LOCATE SWITCHES FOR CONTROL OF FANS AND LIGHTS IN 2- GANG BOXES WITH LIGHT SWITCH WHERE APPLICABLE. PROVIDE A DIVIDER WITHIN BOX AS NECESSARY. 2. VERIFY OWNERS PREFERENCE FOR PANEL DIRECTORIES. DIRECTORIES SHALL REFLECT OWNERS NUMBERING SCHEME AND NOT THE ARCHITECTURAL NUMBERING SCHEME. OBTAIN REQUIRED INPUT FROM OWNER PRIOR TO FABRICATION OF TYPED PANEL DIRECTORIES. 3. PROVIDE MINIMUM OF 24-INCHES SEPARATION BETWEEN BOXES LOCATED BACK-TO-BACK AT AU. FIRE -RATED WALLS 4. PROVIDE POWER FROM DESIGNATED 20/1P BREAKER IN NEAREST PANEL TO EACH SMOKE DAMPERS IN AREA. WIRE THRU FIRE ALARM SYSTEM RELAYS. 5. SEE SCHEDULE SHEETS FOR CONNECTIONS TO ALL MECHANICAL EQUIPMENT, INCLUDING DISCONNECTS & STARTERS PROVIDED BY DIVISION 26. COORDINATE MOUNTING OF DISCONNECTS AND STARTERS WITH SURROUNDING EQUIPMENT AND PROVIDE ADEQUATE CLEARANCES AS REQUIRED BY NEC. 6. SEE MECHANICAL AND PLUMBING DRAWINGS TO CONFIRM LOCATIONS OF ALL HVAC EQUIPMENT, WATER HEATERS, PUMPS, EXHAUST FANS, DAMPERS, THERMOSTATS, HUMIDISTATS, SENSORS, CONTROL DEVICES, CONTROL PANELS, PLUMBING FIXTURES, ETC. 7. ROOF RECEPTACLES: MOUNT RECEPTACLES ON ROOF TO UNISTRUT FRAME. KEY VALUE El KEYNOTE LEGEND KEYNOTE TEXT CONNECT POWER TO DOOR OPERATOR MOTOR. ALL WIRING BY DIV 26. E2 INSTALL DOOR ACTUATOR FURNISHED BY DIV 8. CONNECT ELECTRIFIED DOOR HARDWARE TO BE ACTNATED BY AUTO OPERATOR. E3 COORDINATE LOCATION BEHIND ELECTRIC WATER COOLER WITH APPROVED SUBMITTAL. E6 CONNECTION TO ELECTRICAL TRAP PRIMER. CONNECT TO CIRCUIT SERVING ROOM. COORDINATE CONNECTION AND LOCATION WITH REVIEWED SHOP DRAWING. Ell PROVIDE CONNECTION TO LAVATORY FAUCET TRANSFORMER CONNECT TO ADJACENT RECEPTACLE CIRCUIT SEE DETAIL 421E6.1, E12 COORDINATE DEVICE LOCATIONS AND ROUGH -INS BEHIND TV WITH OWNER PRIOR TO INSTALLATION. E14 POWER FOR BAS PANEL. COORDINATE MOUNTING HEIGHT AND LOCATION WITH DIV 23, E21 CONTROLLED! PLUG LOAD RECEPTACLES SHALL BE CONTROLLED BY THE ROOM'S LOCAL OCCUPANCY SENSOR. PROVIDE A PLUG LOAD RELAY COMPATIBLE WITH UGHTING CONTROLS SYSTEM/ OCCUPANCY SENSORS. E24 RECEPTACLE FOR GARAGE DOOR MOTOR. COORDINATE FINAL LOCATION WITH REVIEWED SHOP DRAWING. CONNECT TO CONTROL PUSH BUTTON. E25 POWER FOR IP VIDEO VIEWING MONITOR. SEE TELECOM PLANS FOR LOCATION. COORDINATE LOCATION WITH REVIEWED SHOP DRAWING. E26 POWER FOR IP VIDEO VIEWING MONITOR AND TOUCHSCREEN CONTROL STATION. SEE TELECOM PLANS FOR LOCATION. COORDINATE LOCATION WITH REVIEWED SHOP DRAWING. E27 PLUG LOAD RELAYS SHALL CONTROL HALF OF EACH SYSTEMS FURNITURE CIRCUITS. E28 PLUG LOAD CONTROL RELAY SHALL CONTROL ROOM EXHAUST FAN. E31 DUPLEX RECEPTACLE UNDER SINK FOR INSTANT WATER HEATER. COORDINATE WORK WITH REVIEWED SHOW DRAWING. E34 PROVIDE LOCKABLE, KEYED COVERS ON ALL RECEPTACLES IN BOOKING AND HOLDING AREAS. E35 PROVIDE DEAD -FRONT GFCI WITH AUDIBLE AND VISUAL NOTIFICATION TO PROTECT DOWNSTREAM RECEPTACLE(S). PROVIDE PERMANENT LABEL INDICATING DEVICE PROTECTED. ABOVE COUNTER DEVICES MAY BE GANGED TOGETHER nEGtiVEf CITY OF TUKWILA JUN 05 2019 PERMIT CENTER CANOPY L KEY PLAN J TUKWILA JUSTICE CENTER O U I 0 • CITY OF TUKWILA m a CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03.15.19-AD05 6 4/17/19-Conformed P`N JUL 3 ' 2019 Clly of Tukwila a w rush" <IIVLtlfN TH 73-17158-00 POWER PLAN, FIRST LEVEL - AREA A E2.1A C9Revitt73-17158-00_TJC_MEP_2018_Central_Seanpavery.M 5/10/2019 12:14.14 PM IP SWAT & COO GEAR `Ai5 j EQUIPMENT <\152 Ea SCALE: 1/8" =11-0" PLAN NORTH MATCHLINE - AREA B MATCHLINE - AREA C � ® I TRAFFIC FILES �A151 CIRCULATION A?49.> VESTIBULE dy ) POWER PLAN, FIRST LEVEL g121h COURTS OPEN OFFICE r 117 , BREAK AREA <B11� RLPC1-12 _ r ® -DBH-131 �8 DBH-B1168 pBH-Biisn fs kJ, +' RLPC1.22 ELEVATOR .,- r MACHINE tAi4_SiA11R P.00 HE u rra RLPC1-14 "' 2 PROBATION MANAGER \ EOC WS <81I CC _MANAGER . `811D RLPC1 - 16 „Vt-B117 NEMA 5-20R 4! Kilt L.d ol �l m U;Et.800L �B112�� VRF 8117 '--I PROBATION STORAGE. k. RLPC1-5 Rik 1 111�� RLPC1-7'� RLPC1.9 nal -,LVNEn NE 8?17 ADA SHOWER 8113� VRF-B111 Sv1ALL CIRCULATION CONFERENCE c81pp CB 106> COMMOCONF 44, RLPCI-15 VRF-B10 �c I, 8'-10314- 47OMEN'S TOILET l RECORDS Co7 STORAGE CAt _91> RLPC1-17 CONFFF. B B102 .> FB-2 ITMP) 0 9'-0' RLP 1.25 COLLECTION . 1Oi Elm '77) DBH-B10014 D8H-8100G DBH-B100F RLPC1-2 OBH-B100E DBH-B100D L OBBY C0)G RLPC1-27 DBH-B100C ®i DBH-B100B L• DBH-B100A EL1 9-0480 0 a KEY VALUE El E2 E4 E5 E6 E7 E8 Ell E12 E25 E28 E32 E35 E36 CANOPY L LEGEND NOTES KEYNOTE LEGEND KEYNOTE TEXT CONNECT POWER TO DOOR OPERATOR MOTOR. ALL WIRING BY DIV 28. INSTALL DOOR ACTUATOR FURNISHED BY DIV 8. CONNECT ELECTRIFIED DOOR HARDWARE TO BE ACTIVATED BY AUTO OPERATOR. LOCKABLE 30N3P120AF DISCONNECT FOR ELEVATOR CAB LIGHTS AND NC. PROVIDE DISCONNECT SWITCH FOR ELEVATOR CONTROLLER REFER TO ONE-UNE DIAGRAM FOR ADDITIONAL INFORMATION. PROVIDE FINAL CONNECTIONS INCLUDING 112C WITH (3) #14 AWG CONDUCTORS FROM AUXILIARY CONTACTS AT DISCONNECT SWITCH TO ELEVATOR CONTROLLER TO SIGNAL ELEVATOR RECALL CONNECTION TO ELECTRICAL TRAP PRIMER. CONNECT TO CIRCUIT SERVING ROOM. COORDINATE CONNECTION AND LOCATION WITH REVIEWED SHOP DRAWING. CONNECT EMERGENCY STOP PUSH-BUTTON TO CONTROL PANEL IN ELEVATOR EQUIPMENT ROOM. INSTALL DEVICES IN ELEVATOR PIT 12 INCHES ABOVE LOWER LEVEL FINISH FLOOR UNE. PROVIDE CONNECTION TO LAVATORY FAUCET TRANSFORMER. CONNECT TO ADJACENT RECEPTACLE CIRCUIT SEE DETAIL421E8.1. COORDINATE DEVICE LOCATIONS AND ROUGH -INS BEHIND TV WITH OWNER PRIOR TO INSTALLATION. POWER FOR IP VIDEO VIEWING MONITOR. SEE TELECOM PLANS FOR LOCATION. COORDINATE LOCATION WITH REVIEWED SHOP DRAWING. PLUG LOAD CONTROL RELAY SHALL CONTROL ROOM EXHAUST FAN. CONNECTION FOR MOTORIZED GARAGE DOOR OPERATOR. COORDINATE WITH REVIEWED SHOP DRAWING. PROVIDE DEAD -FRONT GFCI WITH AUDIBLE AND VISUAL NOTIFICATION TO PROTECT DOWNSTREAM RECEPTACLE(S). PROVIDE PERMANENT LABEL INDICATING DEVICE PROTECTED. ABOVE COUNTER DEVICES MAY BE GANGED TOGETHER LOCATE DEVICE IN CASEWORK RECEIVED CITY OF TUKWILA JUN052019 PERMIT CENTER KEY PLAN A C 1 J CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03.1519-A005 6 4f17119-Calmed 00MPILIIANCECO D FITH NFPA 70 - NEC JUL 312019 ay of Tukwila 1;1I NI r11MG DIVISION 73-17158-00 POWER PLAN, FIRST LEVEL - AREA B E2.1B r L MATCHLINE - AREA B MATCHLINE - AREA C PLAN NORTH ELECTRICAL `C128) EMERGENCY ELECTRICAL j LPC1-17 IMMO \VP LPCt -13 CUH-2 MECH CC12"r) VRF-C124 SO TEM VRF-C123 LPC1 - 69 STAFF WC kCtm, JUR_ WC LP 1-19 _ ....1 IPC1- 7 —. VRF-C118 LPC1.71 LPC1- 9 LPC1-63 LPC1 - 61 POWER PLAN, FIRST LEVEL - AREA C SCALE: 1/8" = 1-0" 0STAFF VVC (C'4G 6.6' 5' -11 9/16' INT S'C107> :s v LC; INT LPC1-67 LPC1-83 INr.1ATII ;..DA -= NON -CONTACT VISITING INMATE =I NON -CONTACT VISITING ef C:14<) It LPC1-3 CONFERENCE ROOM • c C133-) ION C NTA•"I V:SITINC DBHECIOOM DBH-C100L ®I psH-A100K ASSEMBLY , DBH-C1001 SOUND `VESTIBULE C(31. CIRCULATION VRF-C108 LPC1-35 RECEPTION I J] DBH-C100H DBH-C100G DBH-C100F DBH-A100E DSH-C100D DBH-A100C ® i iI DBH-C1008 RTS ,. -3SBY 'uo ) •I rtc LPC1-30 L_ CUH-1 ® GUN LOCKER e.,C102i FB-X EL1 9-0480 LEGEND NOTES KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT E3 COORDINATE LOCATION BEHIND ELECTRIC WATER COOLER WITH APPROVED SUBMITTAL. EB CONNECTION TO ELECTRICAL TRAP PRIMER. CONNECT TO CIRCUIT SERVING ROOM, COORDINATE CONNECTION AND LOCATION WITH REVIEWED SHOP DRAWING. E9 REMOTE ANNUNCIATOR FOR GENERATOR. SPECIAL BACKBOX REQUIRED. CONFIRM SIZE WITH REVIEWED SHOP DRAWINGS. E10 E11 E12 E15 COORDINATE INSTALLATION WITH MILLWORK CONTRACTOR - TYPICAL OF ALL DEVICES IN DESK. AU. DEVICES SWILL BE RECESSED WITH CONDUIT CONCEALED. REFER TO ARCHITECTURAL ELEVATIONS AND SECTIONS OF DESK PROVIDE CONNECTION TO LAVATORY FAUCET TRANSFORMER. CONNECT TO ADJACENT RECEPTACLE CIRCUIT SEE DETAIL 421E6.1. COORDINATE DEVICE LOCATIONS AND ROUGH -INS BEHIND TV WITH OWNER PRIOR TO INSTALLATION. POWER FOR TOILET FLUSH SENSOR. CONNECT TO CIRCUIT SERVING ROOK SEE DETAIL 411E6.1, E25 POWER FOR IP VIDEO VIEWING MONITOR. SEE TELECOM PLANS FOR LOCATION. COORDINATE LOCATION WITH REVIEWED SHOP DRAWING. E28 PLUG LOAD CONTROL RELAY SHALL CONTROL ROOM EXHAUST FAN. E31 DUPLEX RECEPTACLE UNDER SINK FOR INSTANT WATER HEATER COORDINATE WORK WITH REVIEWED SHOW DRAWING. E34 PROVIDE LOCKABLE, KEYED COVERS ON ALL RECEPTACLES IN BOOONG AND HOLDING AREAS. E35 PROVIDE DEAD -FRONT GFCI WITH AUDIBLE AND VISUAL NOTIFICATION TO PROTECT DOWNSTREAM RECEPTACLE(S). PROVIDE PERMANENT LABEL INDICATING DEVICE PROTECTED. ABOVE COUNTER DEVICES MAY BE GANGED TOGETHER. CANOPY L RECEIVED CITY OF Il,KiN1LA JUN 05 2019 PERMIT CENTER KEY PLAN • CONFORMED SET Issue Date - 05.10.2019 Revisions 6 4117119-Conformed ... qq EDE • �NFPA7Q NE •I vUL 31 TOI8 City of TukwilaBUILDING DIVISION 73-17158-00 POWER PLAN, FIRST LEVEL - AREA C E2.1 C MATCHLINE - AREA A MATCHLINE -AREA B CC REDITATION WOOP.KROOM Al3Q . SECURE FILES C A224 AC-A225 i® PLAN NORTH RLPA2-24 IT - 6 7... i 1 RLPA2-52 RLPA2-22 ® I:I R 2 - ilccaTA2 EDH-A228 CONFERENCE ROOM CA1?-2) RLP -28 CHIEF OF POLICE n --i TV RLPA2-26 RLPA2-36 ADMIN COMMANDER EDH-• . ® RLPA2-38 I;I PHONE • Th VRF-A232 PtLI II 7.11 STAFF HALL RLPA2 -16 ® CIA)1 COPY,YORKROOI1-, ' RLP.7 Ail C,A227> RLPA2 - 37 IVRF-A228 - 41 _ I, �''1ONNL I Imo. A23a. RLPA2-29 24 E4.1 MCU OPEN OFFICE A22j RLPA2-25 IDE 422 RLPA2.23 RLPA2-40 DEPUTY CHIEF OPERATIONS A238› it ii NVESTSGATION COMMANDER (A229) RLPA2.2 RLPA2.30 POLICE ADMIN OFFICE <A235 J 4'ItI - RLPA2-50 FDH-A21 ACT SECURE:Th ® FILES/EOPT " 219) RLPA2.17 ACT OPEN OFFICE STAFF STAIR [_S2 VRF-A235 ® JA.N RLPA2.6 F-I POWER PLAN, SECOND LEVEL - AREA A & B EDH-A215 INvESTIGA1IONS TECH LAB A2-15 TEAM AREA A215% OCKERS RLPA2-46 A203, RLPA2-42 STAFF HALLWAY CA20_0 11VMt QL14 SPECIAL OP COMMANDF <_A214 N_ RLPA2.13 VRF-A206 VRF-A204 RLPA2-81 RLPA2-79 RLPA2 - 77 RLPA2-75 CLO/CPT OPEN OFFICE RLPA2-5 ® RLPA2-71 RLPA2-67 RLPA2.47._ MEL1E1 C.H; RLPA2 - 51 VRF-A207 c® RLPA2-49 TV RLPA2-45 EXERCISE A2ili. RLPA2 - 53 DT ROOM PROJECTOR EL1 9-0480 SCALE: 1/8" = 11-0" a 13 KEY VALUE LEGEND NOTES KEYNOTE LEGEND KEYNOTE TEXT E3 E6 El1 E25 E29 E31 E33 E35 COORDINATE LOCATION BEHIND ELECTRIC WATER COOLER WITH APPROVED SUBMITTAL CONNECTION TO ELECTRICAL TRAP PRIMER. CONNECT TO CIRCUIT SERVING ROOM. COORDINATE CONNECTION AND LOCATION WITH REVIEWED SHOP DRAWING. PROVIDE CONNECTION TO LAVATORY FAUCET TRANSFORMER. CONNECT TO ADJACENT RECEPTACLE CIRCUIT SEE DETAIL421E6.1. POWER FOR IP VIDEO VIEWING MONITOR. SEE TELECOM PLANS FOR LOCATION. COORDINATE LOCATION WITH REVIEWED SHOP DRAWING. RECEPTACLE AT STRUCTURE FOR OWNER PROVIDED PROJECTOR. COORDINATE LOCATION WITH OWNER. DUPLEX RECEPTACLE UNDER SINK FOR INSTANT WATER HEATER. COORDINATE WORK WITH REVIEWED SHOW DRAWING. PROVIDE CONNECTION TO MODULAR WIRING SYSTEM IN LOCKERS. COORDINATE EXACT LOCATION AND I QUANTITY OF CONNECTIONS WITH LOCKER MANUFACTURER SHOP DRAWINGS PROVIDE DEAD -FRONT GFO WITH AUDIBLE AND VISUAL NOTIFICATION TO PROTECT DOWNSTREAM RECEPTACLE(S). PROVIDE PERMANENT LABEL INDICATING DEVICE PROTECTED. ABOVE COUNTER DEVICES MAY BE GANGED TOGETHER. RECFIVEC CITY OF TUIVNILA JUN052019 PERMIT CENTER CANOPY L KEY PLAN Ct7 .i/201g ct w F- Z LLl U w 0 H CD D cC J I - CONFORMED SET Issue Date - 05.10.2019 Revisions 6 4117119 • Conformed VIEWED FO PLIANCE VV1T NFPA 70-NEC JUL 312019 City of Tukwila 73-17158-00 POWER PLAN, SECOND LEVEL — AREA A & B E2.2 LEGEND NOTES CI. C:\RevM73-17158-00_TJC_MEP_2018_Central Seanpavery.M 5/10/2019 12:14:36 PM MATCHLINE - AREA A MATCHLINE - AREAS R MATCHLINE - AREA B MATCHLINE - AREA C CU-AZ CU-AC-A225 POWER PLAN, ROOF SCALE: 1/16" = 1' 0" CU-AC-A224 L_._. CU-Al EF-C125 Cu-Ct OU-C128 ® _ OU-C129 ® I I II R DOAS-C1. FF-C119 CU-AC-B120 ® EF-A241 R R EF-A218 CU-AC-A113 ® FF-A206 ETA101 n DOAS-Al R= ® CU-AC-A209 R RLPA2 - 57 i'f i lj 11 I$ '1 II II I* 0 CU-AC--A107 FDH-A208 VRF-A208 EL1 9-0480 ti KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT E13 MOUNT RECEPTACLE TO UNISTRUT FRAME. (TYP) REC£IVEO CITY OF TUKWILA JUN052019 PERMIT CENTER KEY PLAN a Architecture Engineering Planning ■ CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 6 Mi7f1amea I qN DFOK 00 FPA 7C -NECK I JUL 312019 City of Tukwila SUILDING DIVISION 73-17158-00 POWER PLAN - ROOF E2.3 MATCHLINE - AREA A a 'WWII' i MLamm- 0 0 0 K9 KA15 ) -Mari M a ML CIRCULATION `At_18 815 TR§EPIC FILES t_: KA31) KA15o EVIDENCE Mtn 0 BRIEFING CA141 i 75 �M SPECIAL SYSTEMS PLAN, FIRST LEVEL - AREA A SCALE: 1 /8" =1'-0" PLAN NORTH 15 EVIDENCE LOCKERS CA'-> CIRCULATION <A13+] MONEY CABINET C1139> f-1 AFF ST' R C FRIDGE j M L COP SGT .4EET:NG LOOM CA?;) GUNS CABINET A74� z PROPERTY STORAGE CABINE A142) DRUGS A;w 15 QUIET ROOM YES 1' IBULE A1.6 > li 75 1FC.ii.'� lC'. OPEN OFFICE f EGG SI GRACE e•na ; V CH-�R & TABLE STORAGE JV BOOVING -�..A121 > RECORDS STORAGE <A11> :EGO K8107 75 CLERKS WINDOW <A.11U' RECORDS OPEN OFFICE t.F17 159 15 FINGERPRINT vA WCMEN'S • TOILET MEN'S TOILET 15 CA10' 30 RECORDS LOBBY WAITING 10/ Li EL1 9-0480 a a LEGEND NOTES SPECIAL SYSTEMS NOTES (TYPICAL ALL SPECIAL SYSTEMS SHEETS) 1. OUTLETS FOR TFLECOM. FIRE ALARM. SECURITY. ACCESS CONTROL AND ALL OTHERLOW V01 TAGF CARP INC: PROVIDE INSULATED BUSHINGS ON ALL CONDUIT STUB -UPS, INCLUDING UNUSED STUB -UPS OR STUB -UPS INDICATED FOR FUTURE USE. 2. SLEEVES FOR LOW VOLTAGE CABLES: PROVIDE SLEEVES PER SECTION 270500. COORDINATE WITH PATH OF DUCTWORK AND PIPES TO ENSURE ACCESSIBILITY. INSTALL ALL SLEEVES 12" ABOVE HIGHER CEILING OF TWO ADJACENT SPACES (REFER TO ROOM FINISH SCHEDULES AND REFLECTED CEILING PLANS FOR CEILING HEIGHTS). STUB SLEEVES INTO JOIST SPACE OF FINISHED ROOMS WITH EXPOSED STRUCTURE. PROVIDE INSULATED BUSHINGS ON BOTH ENDS OF EMT SLEEVES, INCLUDING UNUSED SLEEVES PROVIDE GROUT TO SECURE SLEEVES TO WALL. FIRESTOP AT ALL FIRE -RATED WALLS WHERE REQUIRED FOR UL LISTING OF FIRE - RATED WALL CABLE PATHWAY ASSEMBLY. 3. INSTALL SLEEVES FOR INSTALLATION OF ALL LOW VOLTAGE CABLING. FOLLOW INDUSTRY STANDARDS TO MAINTAIN 40% FILL REQUIREMENTS IN ALL SLEEVES. PROVIDE ADDITIONAL SLEEVES (MEETING REQUIREMENTS) AS REQUIRED. 4. DO NOT ATTACH CABLE OR EQUIPMENT SUPPORTS TO METAL ROOF DECKING. 5. DO NOT INSTALL CABLES ABOVE STRUCTURAL MEMBERS IN ROOF DECK SPACES. 6. CABLE TRAY AND SLEEVES SHALL BE FIRESTOPPED AND SMOKE STOPPED THROUGH FIRE/SMOKE-RATED WALLS PER MFR'S RECOMMENDATIONS AND MATERIALS SPECIFIED IN DIVISION 7. USE REMOVABLE PILLOWS OR NON -HARDENING PUTTY. 7. PROVIDE RELAY(S) FOR FAN SHUTDOWN OF MECHANICAL EQUIPMENT WITHIN 3FT OF EACH MECH UNIT. (REFER TO HVAC PLANS FOR EQUIPMENT LOCATION AND DUCTS). COORDINATE EFFORT WITH DIVISION 23. 8. FIRE ALARM SYSTEM SHALL CONNECT DIRECTLY TO MECHANICAL UNITS SHOWN ON SCHEDULE AND SHUT -DOWN CORRESPONDING UNITS UPON ACTIVATION OF COMMON DUCTED DETECTION AS SPECIFIED. 9. PROVIDE FIRE ALARM MONITORING OF ALL FLOW SWITCHES, TAMPER SWITCHES, AND POST INDICATOR VALVES. COORDINATE QUANTITIES AND LOCATION WITH DIVISION 21 CONTRACTOR. KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT S3 MANUAL PULL STATION WTH LOCKING COVER RECF.PIED CITY OF TUKWILA JUN 05 2019 PERMIT CENTER CANOPY L KEY PLAN Fn B 05 /J-0/20 }'1 V m .Q EEo mw I—ci of CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03.15.19•AGD5 0NPA7G- JUL 312019 Cly of Tukwila UILDING DIVISION 73-17158-00 SPECIAL SYSTEMS PLAN, FIRST LEVEL - AREA A E3.1 A MATCHLINE - AREA A RHL'IIQE 'RR a_.1..-_��:_ KS <.A15» _7j MATCHLINE - AREA B MATCHLINE- AREA C M '®- CIRCULATION CA-145> SWAT & CCU GEAR 15 EQUIPMENT <A512> TRAFFIC ALES Ck > L • 1 FSTIBULE a119) L� A 75 BREAK AREA 1 6118,> • STAFF STAt- SPECIAL SYSTEMS PLAN, FIRST LEVEL - AREA B SCALE: 1/8" = 1'-0" PLAN NORTH LOUNGE <13115> ELEVATOR MACH NE ROOM F'ROBAfON MANAGER 'so ty'1a. INTERVIEW iN'TERIPEiW • /C}14C113\us • Fi 5 EOC ECG MA..NAGER SOT vIEE'INC ROOM ;AM) 15 WELLNESS 18+17> 15 ADA SHOYF_=? (Si '> PATROL COMMAND <A1 2) i 9 RCiAAT!ON '.i <.5111\ I 6 r PROSATIOts STORAGE IB;r4 ? 7S STORAGE CIRCULATIOP! SENIOR MANAGER (A1,1. 15 - 15 75' ..___. 75 75� GUN LOCKER <_C102) CONF B <B102; RECORDS STORAGE 11.9 75 EOC 810f> 15 CO�LLE;CTIONS `4�01> 0 LOBBY <8100> z 15 J WOMEN'S TOILET 1 ca^c1> EL1 9-0480 a LEGEND NOTES KEYNOTE LEGEND KEY VALUE I KEYNOTE TEXT RECEWEI) CITY OF TUKWILA JUN 05 2019 PERMIT CENTER r ; CANOPY L KEY PLAN C r9 A • TUKWILA JUSTICE CENTER CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03.15.19-ADDogviewec NFPA`70-N ET I { JUL 3I.2019 City of Tukwila I QUILDING DIVISION • 73-17158-00 SPECIAL SYSTEMS PLAN, FIRST LEVEL - AREA B E3.1 B 5/10/201912:14:54 ELECTRICAL CC128, r- STAFF WC C126> EMERGENCY L2_1. ELECTRICAL STAFF Ni; C125.> -^.25,; 15 CHAMBERS PRO TEM G123‘> DIRECTOR 15 N oi COURTS OPEN OFFICE L112> MATCHLINE - AREA B MA i CHLINb - AREA C 5 15 UP STAFF HALLWA ':ESTIBL'LE .L_;,139_ VES T ieULE C118A% COPY ' `C11 15 PROBATION MANAGER UP JURY `Oils/` 15 SPECIAL SYSTEMS PLAN, FIRST LEVEL - AREA C SCALE: 1/8" = 1'-0" PLAN NORTH GROUP HOLDING STAFF WC HOLOIN79 !Ct 35� INMATE ADA NON -CONTACT VISITING Vu CC141) COURTS <C135) INT 1$ �Cli'J i DOASCI SUPPLY PROBATION INTER Ik17 Irv: ERVIE'A INMATE NON -CONTACT :: F `c1Si?iNG C,41> LOBBY ASSEMBLY PUBLIC W <CiC6) CIRCULATION 0 ,. In 15 30 PUBLIC ADA NON -CON T . !°S!rIN` 15 CONFERENCE ROOM tct33; SOUND VESTIBULE (C13_i7? 10 NCR+CONTACT M.. VLS'.TNC- 15 75GC OLJRT : LOBBY Clog) COLLECTIONS cio1> in EL1 9-0480 LEGEND NOTES KEY VALUE KEYNOTE LEGEND KEYNOTE TEXT RECEIVED CITY OF 'i UKWILA JUN052019 PERMIT CENTER CANOPY L KEY PLAN rfc, B A Koos CITY OF TUKWILA a BB To C c cc C —0) mm 0 3 o rr'— CONFORMED SET Issue Date - 05.10.2019 Revisions 5 D3.15.19-ADD5 O NFCP; ID - MEN JUL 3 12019 City of Tukwila UUILDING DIVISION 73-17158-00 SPECIAL SYSTEMS PLAN, FIRST LEVEL - AREA C E3.1 C -A ACCREDITATION WORKROOM <22TO SECURE FILES 422?m, MCU EOUIPME T <A225;? 61 015 15 309 PSU COMMANDER K.A23 S PSU i;°EN OFFICE PY/WORKR)r„ CA22:• STAFF HALL < A226 MCU OPEN OFFICE <_A223� CONFERENCE ROOM ' `A232� ADMiN COMMANDER Ca236j 15 5 IOF CA22A> CHIEF OF POLICE (Of) DEPUTY CHIEF OPERATIONS ` a> COPY; 15 9 M ORKROOM '-� A2�a � '- POLICE ADMIN OFFICE CA23K> WC SOT MEETING ROOM �a222� I.1 M1 INVESTIGATION COMMANDER CA222' 15 WC 15 ACT SECURE FILESIEOPT JAN <,A279) C A2f8F> ACT OPEN MAJOR CASE OFFICE CONFERENCE CA217 i `A221:,> SPECIAL SYSTEMS PLAN, SECOND LEVEL - AREA A SCALE: 1/8"= 1'-0" STAFF HALLWAY 15 F INVESTIGATION TECH LAB CA21K> 'I STAFF HALLWAY CA2M1 j SPECIAL OPS COMMANDER 15 615 TEAM AREA i rrif CLO; CPT OPEN OFF E 'A21 MALE SHOWERS s MALE LOCKERS :_3,2Q5 v DOAS-Al SUPPLY ELECTRICAL ( 2na MECHCHhSEi C r,XERU!S:. ❑ 4a DT ROOM Ca20£ EL1 9-0480 i St a a LEGEND NOTES KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT RECF_IVEO CITY OF TUKWILA JUN052019 PERMIT CENTER CANOPY L KEY PLAN C B a o Ooo VaF w c., Ef.: CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions HEVIEWON CONFPC, C - PLI E EC FWHOWITh ,;GL 3 : 2019 t 1 City of Tukwila @UILDING DIVISION r 73-17158-00 SPECIAL SYSTEMS PLAN, SECOND LEVEL - AREA A E3.2A ro co m c U col 0.1 w U I 2 a a. lV i• cg CJ v• � MATCHLINE - AREA A M 2MF<L7PA-'� ACCREDITATION 0 PSU COMMANDER `A231Th 15 CONFERENCE ROOM <A[327 s s MATCHLINE - AREA8 MATCHLINE -AREA C CHIEF OF POLICE STAFF F ^STAIR `JG DEPUTY CHIEF OPERATIONS K A238 j SECURE STORAGE < A24O \ '-'RKROQM'. SPECIAL SYSTEMS PLAN, SECOND LEVEL - AREA B SCALE: 1J8" = 1'-0" PLAN NORTH FEMALE LOCKERS C_A203 i m 4 =EMALE MALE • :A;PAIERS kiTT _ .. -... SHOWERS 1 L rt, rr,n Gt. c_ vo L- L-5 ttr a a a a a a a EL1 9-0480 LEGEND NOTES KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT RECEP /ED CITY OF TUKWILA JUN052019 PERMIT CENTER I CANOPY L. KEY PLAN A C ■ I— Z 0 U_ I— Q J H CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03.15.19 - ADD 5 JUL 312019 City of Tukwila BUILDING DIVISION 73-17158-00 SPECIAL SYSTEMS PLAN, SECOND LEVEL - AREA B E3.2B RLPC1-10 ..24'..387.!52" 64' `1J PC COMMSICONF to PC1 - VRF-B11Q RLPA1- 5 sow SEC.1 36' 11 RLPA1 -11 36' 11 rSEC.1-1 11ll RLPA1 - 84 -Hp ALL AC R ACKSSEC.1- SEC.1 4 AC-A107 36 PHIS _ .. 11 PAi-9 PAi• 7 LARGE SCALE POWER PLAN-A107 SCALE: 114' = 1'-0" log 36. 49 TYP ALL 37 RACKS Cc 39 t43 43 t47 9 36' 49 I LARGE SCALE POWER PLAN-C132 SCALE: 1/4" =1'-0' BREAK ARE <,e11s LPC1-2 LPC1 - 4,6 LPC1 - 8 LPC1 - 10 LPC1 -12 LPC1 • 14 LPC1-16 LPC1 - 18 LPC1-20 LPC1 - 22 60- 42' 24 LPC1-24 LPC1 - 26 LPC1 -2812. AC-A113 13 IDF 15<A113> 17 .-[ I 836. 26 18 211 0 ET 96 LARGE SCALE POWER PLAN-A113 SCALE: 1/4' = 1'-0" LARGE SCALE POWER PLAN-A224 SCALE: 114' =1'-0' EL1 9-0480 JU-C 28 IU-C129 TEMP GEN CX .i E3 • ei LUCA MOM MSS HMC1 &1' 7 BLE EMERGENCY ELEC rRICAL ATS LRTC1 RLPC1 KEY VALUE E17 E18 E19 E20 E22 E23 E30 E31 LEGEND NOTES KEYNOTE LEGEND KEYNOTE TEXT REMOTE GENERATOR SHUT-OFF. HIGH SECURITY REMOTE ELECTRICAL POWER SHUTDOWN STATION, FURNISHED BY DIV 11, INSTALLED AND CONNECTED BY DIV 26. CIRCUITS THIS ROOM FED FROM PANEL RLAP1. CIRCUITS THIS ROOM FED FROM PANEL LPC1. STUB -UP UNDER RACK. SEE SE DRAWINGS DRAWINGS FOR EXACT LOCATION. FOR 2-POST RACKS, PROVIDE UNISTRUT ACROSS RAILS TO MOUNT RECEPTACLES TO. FOR ENCLOSED RACKS, MOUNT RECEPTALCES WITHIN RACK. CIRCUITS THIS ROOM FED FROM PANEL RLAP2. ROUGH -IN FOR FIRE ALARM CONTROL PANEL. 120V CONNECTION FOR KITCHEN HOOD. COORDINATE WORK WITH DIV 23. DUPLEX RECEPTACLE UNDER SINK FOR INSTANT WATER HEATER COORDINATE WORK WITH REVIEWED SHOW DRAWING. RRECf WED CITY OF 7L1KwILA JUN052019 PERMIT CENTER CITY OF TUKWILA CONFORMED SET Issue Date - D5.10.2019 Revisions 5 03.15.19-ADDS JOgvwaMPL PNCE o FWITP, NFPA70-NEC u: 3 1 2019 City of Tukwila ' OUILDING DIVISION 73-17158-00 ELECTRICAL LARGE SCALE PLANS 42 LARGE SCALE POWER PLAN-B110 E4.1 SCALE: 1/4' = 1'-0" 43 LARGE SCALE POWER PLAN-B118 E4.1 / SCALE: 1/4" =11-0' LARGE SCALE POWER PLAN-C128,C129 E4.1 SCALE: 1/4' = 1'-0' E4.1 C:Revifl73-17158-00 TJC_MEP_2018_Centrai_Seanpavery.M 5/10201912:15:16 PM ENGINEER'S NOTES: 1. ESTIMATED MAXIMUM DEMAND: 647A 2 SERVICE FEEDER IS BASED ON A 1200 A DISCONNECT a. SHORT CIRCUIT CURRENT RATING IS BASED ON A 500 KVA SERVICE TRANSFORMER WITH 2.2%Z PRIMARY PROVIDE EMPTY C. AS DIRECTED BY THE UTILITY UTILITY XFMR 480Y277 V SECONDARY 500 KVA AVAILABLE FAULT: 52 KA EMERGENCY GENERATOR 300kW/375kVA P 480Y/277V, 3PH, 4W 8 GEN MTS 600 AMP 3-POLE XXK SCCR 600 FOR LOAD BANK CONNECTION ( ( L---1-12'C.TOREMOTE GENERATOR ANNUNCIATOR PANEL IN COURTS LOBBY C100. DIST PM-, RDP 460Y277 VOLT 600A MCB 65K SCCR ROOM C128 I In A PLUG LOADS LRTA1 1125 r14,759 A PANEL RLPA2 400A MCB 7-14,543 A PANEL RLPA1 225A MCB SCL METER EUSERC METER AND PULL SECTION 65K SCCR RM C128 SECONDARY 4 SETS 350 KCMIL IN 4-INCH C. PORTABLE GENERATOR QUICK CONNECT 800A NEC 701 LEGALLY REQUIRED STANDBY • PANEL SEC.1 P9 100A (UPS) LIGHTING ONE -LINE DIAGRAM PANEL RHMA2 w VJ MECHANICAL /15,130A PANEL RLMA2 225A MCB U) 4,735 A PANEL RLMA1 150A MLO SWITCHBOARD, MSB 480Y277 VOLT 1200 AMP BUS 65K SCCR ROOM C128 1 46.685A 6013 53Ci3 SI 10000/3 LSIG GFPE UTILITY METER PANEL GEN 600A DIST. PANEL 600 I P2 1 PLUG LOADS II LRTC1 45 ilern 378 A PANEL RLPC1 150A MCB 0 OWNER MAIN METER 40.841 A 60 ATS 600A 4-POLE 65K SCCR ATS EM IC-:2 AMP 4-POLE 25K SCCR LIGHTING /118,705 A PANEL EHC1 60A MCB NEC 700 LIFE SAFETY PANEL HLC1 60A L.71P? L GNTING 30,586 A Cfl 0 PANEL HMC1 150A MLO a MECHANICAL 30,829 A TC1 45 PANEL LMC1 150A MCB 3,239 A 5 PLUG LOADS T02 75 PANEL PC 225A CO 20013 125AF SCCR=65KA 40 HP ELEVATOR EL1 9-0480 0 ' o SPARE a o SPARE FEEDER SCHEDULE (ALUMINUM) MARK (AMPACITY) FEEDER CONDUIT SIZE # SETS e 8 N GND 4W 3W 100 1 1 6 11/4' 1114" 110 1 1/0 4 11/2' 1114" 125 1 2/0 4 112' 11/4" 150 1 3/0 4 r 112" 175 1 4/0 4 r r 200 1 250 2 212' 2' 225 1 300 2 2 12' r 250 1 350 2 21/2' 212' 300 1 500 2 3" 2 12' 350 1 750 I 3-12' 3' 400 2 250 1 21/2' r 450 2 300 1/0 2117 212" 500 2 350 1/0 21/7 212" 600 2 500 2/0 3" 21/2" 700 2 600 310 3' 3" 750 2 750 3/0 312" 3" 800 3 400 3/0 212' 21/2" 1000 3 600 4/0 3' 3' 1200 4 500 250 3' 2 12' 1600 5 600 350 3' 3' 2000 6 600 400 31/2' 3' 2500 7 750 600 3112' 31/2' 3000 8 750 600 31/7 31/7 3500 11 600 500 Cu 3117 31/7 1 4000 11 750 500 Cu 3112' 312" NOTES: ALUMINUM CONDUCTORS ARE PERMITTED FOR FEEDERS BETWEEN SWICHBOARDS, DISTRIBUTION PANELS, PANELBOARD, MOTOR CONTROL CENTERS, DRY TYPE TRANSFORMERS AND BUSWAY PLUG-IN UNITS ONLY. ALUMINUM CONDUCTORS ARE NOT PERMITTED FOR CIRCUIT RATING OF LESS THAN 100A ALUMINUM CONDUCTORS ARE NOT PERMITTED FOR BRANCH CIRCUITS OR EQUIPMENT CONNECTIONS. 'GROUNDING CONDUCTOR FOR CIRCUIT RATING OF 3500A AND HIGER SHALL BE COPPER CONDUCTORS. FEEDER SCHEDULE (COPPER) MARK (AMPACITY) # SETS 15 1 FEEDER 20 30 40 1 1 1 e8N 12 12 10 8 GND 12 12 10 10 CONDUIT 4W 3W 3/4" 3/4' 314' 3/4' 3/4' 3/4' 1" 3/4' 50 1 6 10 1" 3/4' 60 4 10 11/4' 1' 70 4 8 1 1/4' 11/4" 80 3 6 1 1/4' 1 UV 90 2 a 112' 11/4' 100 1 a 112' 11/4' 110 1 6 ✓ 11/4' 125 1 1/0 6 ✓ 1 1/2' 150 1 1/0 6 2' 175 1 2/0 6 ✓ r 200 i 3ro 6 7 r 225 1 4/0 4 2117 250 I 250 4 2 1/2' 21/7 300 1 350 4 3' 21/2' 350 1 500 2 3' 3' 400 2 3/0 2 21/2' 7 450 2 410 2 21/7 r 500 600 700 750 2 2 2 2 250 350 500 500 2 1 110 110 2112' 3' 3' 3' 212' 212' 3' 3" 800 2 600 110 3-1/2' 3" 1000 3 400 2/0 3' 212' 1200 4 350 3/0 3' 212' 1800 4 600 4/0 312' 3' 2000 5 600 250 312' 3" 2500 6 600 350 312" 3' 3000 8 500 400 31/7 3' 3500 9 600 500 4' 31/r SCALE: 12" = 1'-0" 4000 10 600 500 4' 31)2' NOTES: FEEDER SHALL BE 4-WIRE (4W) UNLESS DENOTED OTHERWISE. ALL FEEDERS SHALL HAVE AN EQUIPMENT GROUND CONDUCTO NOT ALL SIZES USED GENERAL NOTES A. THE CONTRACTOR SHALL BE RESPONSIBLE TO ACQUIRE ALL SPECIFICATIONS, FINAL CONSTRUCTION DRAWINGS AND INFORMATION FROM THE SERVING UTILITY CO PRIOR TO PROCEEDING WITH THE ELECTRICAL PRIMARY SERVICE INSTALLATION. B. THE CONTRACTOR/MANUFACTURER SHALL PROVIDE A COMPLETE MANUFACTURERS SHORT CIRCUIT AND SELECTIVE COORDINATION STUDY, USING THE ACTUAL TRIP CURVES OF EACH MAIN CIRCUIT BREAKER, PROTECTIVE DEVICE AND FUSES THAT ARE PART OF THE DISTRIBUTION SYSTEM FOR THIS PROJECT. TIE FINAL RESULTS OF THE STUDIES SHALL BE REVIEWED, STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ELECTRICAL ENGINEER. C. THE ENTIRE ELECTRICAL SERVICE AND DISTRIBUTION EQUIPMENT, INCLUDING ALL OVER -CURRENT PROTECTIVE DEVICES (OCP), SHALL BE UL LISTED AS A FULLY RATED SYSTEM. THE MANUFACTURER SHALL PROVIDE THE EQUIPMENT WITH SHORT CIRCUIT CURRENT RATINGS EQUAL TO OR GREATER THAN THE AVAILABLE SHORT CIRCUIT CURRENT. D. ALL EQUIPMENT, GROUND -FAULT, OVERCURRENT DEVICES,CABLES, ETC THAT ARE REQUIRED TO BE INSPECTED AND TESTED SHALL BE PERFORMED PRIOR TO ENERGIZING. E. EACH SWITCHBOARD SECTION AND DISTRIBUTION PANELBOARD, SHALL BE PROVIDED WITH MAXIMUM VERTICAL PHASE BUSSING FOR TOTAL CIRCUIT BREAKER UNIT MOUNTING SPACE F. ALL CONDUCTORS SHALL HAVE 90' TEMPERATURE RATING WITH THE FOLLOWING INSULATION TYPES. a. THHN/THWN FOR ALL CONDUCTORS#6AWG AND SMALLER b. XHHW-2 FOR ALL CONDUCTORS #4AWG AND LARGER G. UNLESS INDICATED OTHERWISE, ALL FUSES SHALL BE DUAL ELEMENT, TIME -DELAY, CLASS RK-1. PROVIDE THE FOLLOWING FUSE TYPES AS MANUFACTURED BY 'BUSSMANN' OR COMPARABLE a. LPN- R((250V) A LPS-RK(600V) H. BASIS OF DESIGN FOR LIFE SAFETY AND LEGALLY REQUIRED STANDBY SYSTEM ARE BREAKER PANELS, WHICH ARE PREFERED OVER FUSIBLE PANELBOARDS.. LSI ELECTRONIC TRIP BREAKERS ARE SHOWN WHERE THE NEED FOR ADJUSTIBLE TRIP SETTINGS ARE ANTICIPATED TO ACHIEVE COORDINATION. THE COORDINATION STUDY SAHLL DETERMINE WHETI-ER OR NOT ELECTRONIC TRIP UNITS ARE REQUIRED FOR ALL MOBS OR FEEDER BREAKERS. IF FUSIBLE PANELBOARDS ARE REQUIRED TO ACHIEVE COORDINATION AT A BRANCH CIRCUIT LEVEL, THE COORDINATION REPORT SHALL ADDRESS THIS FOR DISCUSSION WITH THE ENGINEER. KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT Pt PROVIDE SPD UNIT WITH 300KA PER PHASE WITH TEN MODE PROTECTION. P2 PROVIDE DIGITAL POWER AND ENERGY METER (OR METERED TRIP UNIT IN BREAKER) TO BE MONITORED BY DIVISION 23 BUILDING ENERGY AND MANAGEMENT SYSTEM (EMS) VIA BACNET PROTOCOL. SEE DETAIL 8 SHEET E6.1 FOR CONNECTIONS P3 ELEVATOR: PROVIDE'BUSSMAN POWER MODULE SWITCH WITH 120V SHUNT TRIP AERATION AND INTERFACING CAPABILITIES FOR REMOTE SHUNT -TRIP AND REMOTE FIRE SAFETY SIGNAL REQUIREMENTS. PROVIDE LOW -PEAK CLASS-J FUSES SIZED PER ELEVATOR EQUIPMENT NAMEPLATE RECOMMENDATIONS (FOR ADDITIONAL INFORMATION, REFER TO TYPICAL ELEVATOR SYSTEMS WIRING DIAGRAM ON DETAIL 44 SHEET E6.1). P4 ELECTRICAL PRIMARY WIRE PROVIDED AND INSTALLED BY SCL REFER TO SHEET E0.3 FOR ADDITIONAL INFORMATION. P5 PROVIDE GROUNDING OF TRANSFORMER SECONDARY PER NEC AS REQUIRED. P6 PROVIDE OPEN TRANSITION ATS UL LISTED. P7 PROVIDE NEMA (MANUAL TRANSFER SWITCH AND NEMA3R CAM -LOCK QUICK CONNECT BOX TO COMPLY WITH NEC 700.3(F). SEE ENLARGED ELECTRICAL ROOM PLAN ON SHEET E4.1 FOR DEVICE LOCATIONS P8 SEE DETAIL 44 SHEET E5.2 FOR MISC GENERATOR CIRCUITS, CONTROL WIRING, CONDUITS, AND GROUNDING. P9 UPS FURNISHED BY DIV 28 AND INSTALLED BY DIV 26. REFER TO DETAIL 1 SHEET 8E0.0 FOR INSTALLATION REQUIREMENTS FOR UPS RECt1VEf CITY OF TUKWILA JUN 05 2019 PERMIT CENTER TRANSFORMER FEEDER TABLE GENERAL PURPOSE TRANSFORMERS KVA PRI (PRIMARY) SEC (SECONDARY) GEC 15 3#10,#10G3/4"C 4#6,#8G-1'C #8 30 3#8,#10G-I'C 4#1,#6G-112'C #e 45 3#4,#8G-1 114'C 4#II0,#6G-2'C #6 75 3#1,#8G-1117C 4#4/0,#2G-212'C #2 112.5 3#I/0,#6G-2-C (2)2'C EACH WITH 4#3/0 #1/06 PARALLEL FEEDER #1/0 150 3#4/0,#2G-212'C (2)3"C EACH WITH 4-250KaniL #110G PARALLEL FEEDER #1/0 225 3-3501(cmi,#2G3'C (213"C EACH WITH 4 350Kanil, #2/00 PARALLEL FEEDER #2/0 K-4 RATED TRANSFORMERS 15K 3#10,#I0G3/4'C 3#4,#2(N),#8G-11/7C #8 30K 3#6,#10G-1'C 3#1/0,#3/0(N),#66-212'C 116 45K 3#4,#8G-11/4'C 3#3/0,#250Kcmi1(N),#4G-212'C #4 75K 3#1,#8G-112"C 3#300Kani12#4/0(N),#1/0G3'C #1/0 " GEC (GROUNDING ELECTRODE CONDUCTOR PER NEC 250-66) ■ .:.0 20.ze TUKWILA JUSTICE CENTER CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03.15.119N-ADD 5 FOR Q NFPA 70-NE' JUL 3 12019 I City of Tukwila WILDING DIVISION 73-17158-00 ELECTRICAL ONE LINE DIAGRAMS E5.1 C:\Rev@\73-17158-0 ELEC RM ROOM C129 MECH RM ROOM A119 r AREA 1A MDF A107 GROUND BAR GROUND BAR #4 BJ DF A113 GROUND BAR #310 BJ TO BLDG STEEL AND WATER PIPE IN VICINITY #4BJ L J GROUNDING DIAGRAM ELEC RM ROOM C128 r MSB AREA 1 C NEUTRAL I - #500 karol SBJ GROUND BAR L. r GEC EXTERIOR J I- DRY -TYPE I TRANSFORMER L //' #3/0 BJ TO BLDG STEEL 4 POLE ATS, PROVIDE N-G BOND AT GENERATOR. N-G BOND #4 GEC GROUND ROD, SECTIONAL TYPE. 20 FEET J GEC #3/0 GEC TO WATER ENTRANCE ELEC RM ROOM A209 r- 1 r DRY -TYPE J L #4 GEC TO CONCRETE ENCASED ELECTRODE #6 GEC TO DEEP DRIVEN GROUND ROD IN TEST WELL r DRY -TYPE I TRANSFORMER GEC TRTA2 I TRANSFORMER TC2 1 r DRY -TYPE I I TRANSFORMER I I I I #4BJ TC3 BOND TO LIGHTNING PROTECTION SYSTEM. COORD REQUIREMENT WITH LIGHTNING PROTECTION SYSTEM INSTALLER. GEC AREA 2A 1 r DRY -TYPE I TRANSFORMER 1 TRTA1 I J LJ GEC GROUND BAR GEC TO BLDG STEEL AND WATER PIPE IN VICINITY L IDF A224 GROUND BAR J IDF C132 GROUND BAR • #4BJ E�523.2 SCALE: 12" = 1'-0" PRIMARY SIDE 480V PANELBOARD r G N ABC rat TRANSF. kVA BJ.8 G.E.C. 15 30 #8 Cu #SCu 45 #6 Cu 75 #2 Cu 112.5 #1/0 Cu 150 #1/O Cu 200 #2/O Cu 225 #2/O Cu 300 #2/0 Cu EMT OR FLEX INSULATED COPPER DRY TYPE TRANSFORMER GROUND BAR, ONLY ONE CONDUCTOR PER TERMINAL G.E C. INTERNAL CONNECTION COILS TO XO BAR (1 PER PHASE) GENERAL NOTE: THE INTENT OF THIS SCHEMATIC IS TO SHOW THE BONDING AND CONNECTIONS OF THE TYPICAL DRY TYPE TRANSFORMER ON THIS PROJECT. SPECIFIC QUANTITIES OF ITEMS ARE SPECIFIED OR SHOWN ELSEWHERE. WI -ERE CONDUCTOR OR MATERIAL SIZE IS NOT IICICATED HERE, IT IS SPECIFIED OR SHOWN ELSEWHERE. DRY TYPE TRANSFORMER GROUNDING SCHEMATIC SCALE: 318' = WEATHERPROOF ENCLOSURE EMT OR FLEX A TO ELECTRICAL ROOM GROUND BAR SECONDARY SIDE 208V PANELBOARD G INSULATED COPPER ISOLATED NEUTRAL NI ABC SUPPLY SIDE BONDING JUMPER. WHERE MORE THAN ONE PARALLEL SET OF CONDUCTORS IS INSTALLED, INSTALL A BONDING JUMPER IN EACH CONDUIT AND SIZE PER 250 102(C)(2) AMP SENTRY' OVERCURRENT RELAY PROTECTION #2 BARE SOFT DRAWN STRANDED COPER LOOP GROUND, 36' BEYOND PERIMETER OF GENERATOR PAD AND 30' BELOW FINISH GRADE. OUTPUT POWER TO AUTOMATIC TRANSFER SWITCH. GENERATOR #2 GEC FRAME GROUND 314"X70' GROUND RODS, TYPICAL OF 4 BATTERY WARMING BLANKET WITH INTEGRAL THERMOSTAT, OVER CURRENT PROTECTION ENGINE CRANKING BATTERIES 24 VOLT DC NOMINAL SEALED MAINTENANCE FREE ENGINE CRANKING MOTOR SOLENOID ENGINE GENERATOR CONTROL PANEL 24VDC REMOTE ALARM ANNUN. CIRCUITS rnnrr�rrr TO REMOTE ANNUNCIATOR IN COURTS LOBBY C100 EL1 9-0480 24VDC 24YDC ENGINE ENGINE START STOP terI ENGINE COOLING WATER JACKET HEATER, WITH INTEGRAL THEROSTAT. PROVIDE ENGRAVED LABELS OJ SWITCHES BATTERY CHARGER REINFORCED CONCRETE PAD-11 TO AUTOMATIC TRANSFER SWITCH IN C129 TO BLDG. ROUTED IN 1 1/2" SCHEDULE 40 P.V.C. CONDUIT 36' BELOW FINISH GRADE IN COMMON TRENCH WITH POWER FEEDER. EXTERIOR MOUNTED ENGINE GENERATOR (SEPARATELY DERIVED SYSTEM) SCALE: 1/4" = 1'-0" TO BLDG. ENGINE CRANKING MOTOR ROUTED IN 1' SCHEDULE 40 P.V.C. CONDUIT 36" BELOW FINISH GRADE IN COMMON TRENCH WITH POWER FEEDER. RECEPVE11 CITY OF'I'uKWILA JUN 0 5 2019 PERMIT CENTER CONFORMED SET Issue Date - 05.10.2019 Revisions IETNEC FOK NPLFPA E IANCF=, WITC1.1 O- vJ 'I"1 3 1 2019 City of Tukwila BUILDING DIVISION ' 73-17158-00 GROUNDING DIAGRAMS E5.2 CC E 0 U 0) E E m N s Co 0 0 c m coI 0 NI w 0 U, n_ id efi cu N ic. in CAMERA VIEW 01 SE5. SCALE n CAMERA VIEW 09 S, E5.1 SCALE: CAMERA VIEW 12 SCALE: NONE CAMERA VIEW 15 SES.� SCALE. 2 CAMERA VIEW 02 SE5.1I SCALE: CAMERA VIEW 10 SE J SCALE 3� CAMERA VIEW 13 SE5.1 6 SCALE. CAMERA VIEW 16 SE5.1 / SCALE. n CAMERA VIEW 08 5�2, SCALE: NONE CAMERA VIEW 11 SCALE. - 011:0o.Aea, CAMERA VIEW 14 SCALE: EL1 9-0480 CAMERA VIEW 17 SCALE: LEGEND NOTES RECEIVED CITY OF 'i UKWILA JUN 05 2019 PERMIT CENTER w z U w U H CO D H ■ CITY OF TUKWILA m 0 co vCO =3- 00 corn O 3 '— • I — CONFORMED SET Issue Date - 05.10.2019 Revisions 00 PLIANCE WITH NFPA 770-N C JUL 312019 City of TukwiI8 BUILDING DIVISION 73-17158-00 CAMERA VIEWS SITE PLAN SE5.1 HORIZONTAL DUPLEX RECEPTACLE. TYPICAL UNO Ar BACKSPLASH & COUNTERTOP 7 SEE ARCHITECTURAL CASEWORK DETAILS SEE MOUNTING HEIGHT SCHEDULE ON E0.1 ©ABOVE COUNTER RECEPTACLES E6.1 NO SCALE COUNTERTOP WITHOUT BACKSPLASH (4) 3/8' THREADED FtODS SUSPENDED C STEEL STRUT CHANNEL WELDED STEEL STRUT CHANNEL TO TOP OR BOTTOM OF CHORD STEEL TRUSS JOIST (ROOF STRUCTURE) POWER REEL SWIVEL MOUNT, OPEN STEEL HOUSING WITH AUTOMATIC SPRING RETRACTION, RATCHET LOCK (WOODHEAD #943) EILIN SINGLE RECEPT #14O V CO AD YELLOW 1 CORD YELLOW 1111 5-15R CONNECTOR, RUBBER CONSTRUCTION SPICE TO CORD AS REQUIRED (WOODHEAD # 15W47) CORD REEL MOUNTING DETAIL NO SCALE VDV COMM OUTLET SEE TELECOM PLANS FOR CABUNG AND SIZE 4-PLEX RECEPTACLE. SEE POWER PLANS STUB CONDUIT OUT ABOVE ACCESSIBLE CEILING (TYP) FINISH FLOOR WORKSTATION ARRAY - TYPICAL NO SCALE PANEL L1A 120/208V, 3PH, 4W FED FROM T1A 10KAIC, 1-20-2011 CABLE COLOR CODE: PHASE A: BLACK PHASE B: RED PHASE C: BLUE NEUTRAL: WHITE GROUND: GREEN SWITCHBOARD, DISTRIBUTION PANEL AND PANELBOARD EXAMPLE. 120/208V, 3PH, 4W FED FROM T1A FEEDS PANEL L1A SAFETY SWITCH OR ENCLOSED CIRCUIT BREAKER EXAMPLE. EQUIPMENT LABELING NO SCALE #250 KCMIL BARE COPPER TO ELECTRICAL ROOM LABELING DETAIL NOTES. 1. LABEL SHALL BE BLACK OR WHITE LAMINATED ACRYLIC OR MELAMINE WITH ENGRAVED LETTERING AND SELF-ADHESIVE BACK. 2 LETTERING SHALL BE WHITE ON BLACK OR BLACK ON WHITE BACKGROUND AND 3/8-INCH HIGH MINIMUM. 3. PROVIDE THE FOLLOWING INFORMATION ON SWITCHBOARD LABELS: SWITCHBOARD TAG SYSTEM VOLTAGE, PHASE, WIRE SHORT CIRCUIT RATING, DATE CONDUCTOR COLORS 4. PROVIDE THE FOLLOWING INFORMATION ON DISTRIBUTION PANELBOARD AND PANELBOARD LABELS: DISTRIBUTION PANELBOARD OR PANELBOARD TAG SYSTEM VOLTAGE, PHASE, WIRE FED FROM SHORT CIRCUIT RATING, DATE CONDUCTOR COLORS 5. PROVIDE THE FOLLOWING INFORMATION ON SWITCHBOARD AND DISTRIBUTION PANELBOARD BRANCH SWITCHES: BRANCH SWITCH TAG (LOAD BEING SERVED) 6. PROVIDE THE FOLLOWING INFORMATION ON TRANSFORMER LABELS: TRANSFORMER TAG SYSTEM PRIMARY AND SECONDARY VOLTAGE, WYE, DELTA, OR SINGLE PHASE FED FROM 7. PROVIDE THE FOLLOWING INFORMATION ON SAFETY SWITCH OR CIRCUIT BREAKER ENCLOSURE LABELS: SYSTEM VOLTAGE, PHASE, WIRE FED FROM FEEDS (LOAD BEING SERVED) 8. CONDUCTOR COLORS SHALL ALSO FOLLOW REQUIREMENTS LISTED IN SPECIFICATIONS SECTION 260553. U MOUNTING / BRACKET COPPER J GROUND BAR ISOLATION BUSHING #3/0 AWG BARE COPPER TO BUILDING STEEL SIDE VIEW #3/0 AWG BARE COPPER TO TGB O O0 O 0 O 0 FRONT VIEW zz GROUND BUS E6.1 NO SCALE FRONT OF CABLE RUNWAY CEii)CABLE RUNWAY RECEPTACLES 6.NO SCALE SPOUT MOUNTED SENSOR O O O 0 0 O O O NOTES: 1, NOT ALL PARTS AND PART NUMBERS ARE SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR A COMPLETE WORKING INSTALLATION INCLUDING, MISCELLANEOUS APPURTENCES. THE CONTRACTOR SHALL ISSUE A SUBSTITIUTION REQUEST FOR CHANGES TO THIS DETAIL. CONTRACTOR SHALL PROVIDE PLENUM RATED SHEATH WHERE REQUIRED. 2. ALL GROUNDING CONNECTORS SHOWN SHALL BE DOUBLE LUG, DOUBLE COMPRESSION TERMINATIONS ON BOTH ENDS. #2 AWG BARE STRANDED GROUND WIRE ROUTED THROUGHOUT OVERHEAD CABLE TRAY 2 HOLE IRREVERSIBLE COMPRESSION CONNECTOR. 114'D x 4"W x 20'L COPPER GROUND BAR WITH WALL MOUNTING BRACKETS AND INSULATORS ELECTRICALLY INSULATE RACEWAY AND JUNCTION BOX FROM CABLE RUNWAY ALIGN DEVICES BETWEEN RACKS REAR OF CABLE RUNWAY, NOT CABLE TRAY EQUIPMENT RACK. SEE DIVISION 27. MAKE CONNECTION TO CONCEALED MECHANICAL FURNISHED SOLENOID VALVE. LOW VOLTAGE WIRING N CONCEALED CONDUIT (TYP) 4'X4' FLUSH JUNCTION BOX WITH PLASTER RING AS REWIRED. DAISY CHAIN TO ADJACENT FAUCETS (MAX OF 15 UNITS) MOUNT HARDWIRED AC TRANSFORMER IN CONTROL BOX NOTES: 1. COORDINATE MOUNTING HEIGHTS AND ALL INSTALLATION REQUIREMENTS WITH SHOP DRAWINGS AND MECHANICAL CONTRACTOR. 2. MAKE FINAL CONNECTIONS TO ALL ASSOCIATED DEVICES. C2 AUTO. LAV/WASH FOUNTAIN DIAGRAM .1 NO SCALE EQUIPMENT RACK CABLE RUNWAY PLYWOOD BACKBOARD D-RING (TYP) #8 AWG GREEN COPPER — CONDUCTOR (TYP U.N.O.) If TELECOM GROUND BAR MOUNTING NO SCALE POWER DOOR OPERATOR SWITCH. INSTALL BOX IN POST SWITCH FLUSH WI1H FACE OF POST PROVIDE CUT OUT FOR BACK BOX AND BLANK COVER PLATE BY ELEC. ELECTRICAL CONDUIT TO SWITCH AND CARD READER - SEE ELEC. DOOR OPERATOR POST NO SCALE TO BUIDING STEEL TO RACKS TO CABLE TRAY TO CABLE RUNWAY TO ELEC ROOM GROUND BAR 2-HOLE COPPER MOUNTING LUGS (TYP) 3/16' x 6' SQUARE STEEL PLATE, WELD TO TOP OF STEEL SECTION, GRIND SMOOTH AND PAINT AS SPECIFIED. HSS 6' x 6' x 3118' SQUARE STEEL POST, PAINT AS SPECIFIED 1/2' EXPANSION JOINT AND SEALANT ALL MOUND 12 • INCH DIAMETER #4 REBAR RING CONCRETE PAVEMENT OR SIDEWALK Y FOAM INSULATION 16' DLAMTER CONCRETE FOOTING SWEEP BEND TYPICAL OF COMM CONDUITS. STUB OUT TO ACCESSIBLE CEILING WITH INSULATING BUSHINGS (TYP) 1" EMT (TYP) REAM ALL CONDUIT PENETRATIONS TO MAINTAIN CONDUIT DIAMETER THROUGH BOX 4-11/18' x4-11/16' x 2-1/8' DEEP BOX PROVIDE ONE FEED BOX FOR EVERY 12FT OF RACEWAY INSTALLED. SEE PLANS FOR RACEWAY LOCATIONS AND MOUNTING HEIGHTS. CE6.1tDIVIDED RACEWAY DETAIL NO SCALE TO DOOR CONTROL PANEL BY OTHERS 4-11/16" DEEP J-BOX WITH COVER MOUNTED ABOVE ACCESSIBLE CEIUNG DOOR POSITION SWITCHES AND MAG LOCK DO NOT GROUT HEAD (TYP) SINGLE -GANG EXTENSION RING FOR LOCATION INSTALLED (CMU/GYP 4-11/16' DEEP J-BOX WITH COVER MOUNTED ABOVE ACCESSIBLE CEIUNG DOOR POSITION SWITCHES N— 314'C (TYP) CARD READER AS INDICATED TYPICAL SINGLE DOOR 2 x 4 x 2-1/8' DEEP FLUSH POWER ENTRANCE BOX WITH 314" EMT AS REQUIRED FOR CIRCUITING. PROVIDE ONE FEED BOX FOR EVERY SECTION (UP TO 3 CIRCUITS) OF RACEWAY INSTALLED SEE PLANS FOR RACEWAY LOCATIONS AND MOUNT HEIGHTS. POWER —f TRANSFER DEVICE DOOR ACCESS CONTROL ROUGH -IN DETAIL NO SCALE ELEVATO R POWER SOURCE BUSSMANN POWER MODULE SWITCH SHUNT TRIP WITH MECH. INTERLOCKED AUX. CLEARING CONTACT R1 CLEARING CONTACT SHUNT TRIP PHENOLIC ®-sr, NAMEPLATE (TYP) ( _J ELEVATOR SHUNT -TRIP CONTROL DIAGRAM COMMUNICATIONS FRAME AND INSERT NOT SHOWN. ELECTRICAL DEVICE NOT SHOWN, SEE ELECTRICAL SPECIFICATION LI SURFACE DIVIDED RACEWAY. SEE ELECTRICAL SPECIFICATIONS DEVICE FACEPLATES. r_ SEE ELECTRICAL SPECIFICATIONS. TO DOOR CONTROL PANEL BY OTHERS LI TYPICAL DOUBLE DOOR SPRINKLER HEAD (TYP) ELEVATOR CONTROLLER 'SHUNT TRIP READY' HEAT DETECTOR CONTACTS IN PARALLEL. SEE KEY NOTES 788 KEY OPERATED TEST SWITCH EL1 9-0480 n ELEVATOR ELECTRICAL REQUIREMENTS O ELECTRICAL DEVICE NOT SHOWN. SEE ELECTRICAL SPECIFICATION. POWER TRANSFER DEVICE CARD READER AS INDICATED ®O ©O TOP FLOOR ELEVATOR LOBBY O ELEVATOR LOBBY ITYP.) ELEVATION - ELEVATOR HOISTWAY FLOOR PLAN - ELEVATOR MACHINE RM GENERAL ACCESS CONTROL SYSTEM NOTES. 1. ACCESS CONTROL DEVICES ARE ROUGH - IN ONLY. 2. ALUMINUM STOREFRONT FRAMES ONLY REQUIRE 1" CONDUIT STUBBED INTO FRAME. 3. DOOR HARDWARE CONFIGURATIONS WILL VARY. REFER TO DIVISION 8 DOOR HARDWARE SETS AND ACCESS CONTROL SCHEDULE FOR INDIVIDUAL REQUIREMENTS. 4. INSTALLATION MEANS AND METHODS WILL VARY DEPENDING ON DOOR CONFIGURATIONS. CONCEAL ALL CARD READER ROUGH -IN BOXES, CONDUITS TO BOXES, AND CONDUITS TO DOOR HARDWARE AND FRAMES 5. PROVIDE BUSHINGS ON ALL CONDUIT STUB -UPS. 6. IN LOCATIONS WITH HARD CEIUNGS OR EXPOSED STRUCUTRE, EXTEND CONDUIT TO SPACE ABOVE NEAREST LAY -IN CEILING AND PROVIDE PULLSTRING. KEY NOTES O PROVIDE BUSSMANN POWER MODULE SWITCH (MODEL PS) WITH CONTROL POWER TRANSFORMER GREEN PILOT LIGHT, KEY OPERATED TEST SWITCH, AUXILLARY (AUX.) CONTACTS AND FIRE ALARM INTERFACE RELAY. SWITCH RATING AND FUSE SIZE SHALL BE AS INDICATED ON THE DRAWINGS. PROVIDE A DEDICATED 20A 120V CIRCUIT AND LOCKABLE 20A IP ENCLOSED CIRCUIT BREAKER FOR ELEVATOR CAR LIGHT SOURCE. PROVIDE ENGRAVED LABEL O ELEVATOR CAR HEATING AND AIR-CONDITIONING DISCONNECTING MEANS. PROVIDE LOCKABLE ENCLOSED CIRCUIT BREAKER, SIZE AS REQUIRED. PROVIDE ENGRAVED LABEL. OELEVATOR CAR TELEPHONE J-BOX. PROVIDE 3/4' C. TO TELEPHONE TERMINAL BACKBOARD. PROVIDE A SEPARATE 20A 120V CIRCUIT SUPPLYING POWER TO BOTH THE ELEVATOR MACHINE ROOM LIGHTING AND GFCI RECEPTACLE(S). 0 PROVIDE SMOKE DETECTORS IN ELEVATOR MACHINE ROOM AND ELEVATOR LOBBIES FOR ELEVATOR RECALL SEE ALSO ELEVATOR SHUNT -TRIP CONTROL DIAGRAM AUX. CONTACTS TO SIGNAL ELEVATOR RECALL. SMOKE DETECTOR AT TOP OF HOISTWAY SHALL NOT RECALL THE ELEVATOR TO THE BOTTOM LANDING. OPROVIDE A 135 DEG. HEAT DETECTOR LOCATED WITHIN 18' OF EACH SPRINKLER HEAD IN THE ELEVATOR HOISTWAY. O PROVIDE A 135 DEG. HEAT DETECTOR LOCATED WITHIN 18' OF EACH SPRINKLER HEAD IN THE ELEVATOR MACHINE ROOM. HEAT DETECTORS SHALL BE AN AUXILIARY FUNCTION OF THE ELEVATOR EQUIPMENT AND SHALL BE IDENTIFIED WITH A NAMEPLATE TART READS: 'ELEVATOR CONTROL ONLY - DO NOT TEST' O AUXILIARY CONTACTS TO SIGNAL ELEVATOR RECALL. PROVIDE 1/2'C WITH (3)#14 AWG CONDUCTORS TO ELEVATOR CONTROLLER. 0 AUXILIARY CONTACTS FOR FUTURE REMOTE MONITORING. 0 PROVIDE LIGHTING FIXTURES IN PIT WITH A LIGHT SWITCH READILY ACCESSIBLE FROM THE PIT ACCESS DOOR SEE LIGHTING FLOOR PLAN AND FIXTURE SCHEDULE FOR FIXTURE REQUIREMENTS. PROVIDE A GFCI DUPLEX RECEPTACLE IN PIT WITH A SEPARATE 20A 120V CIRCUIT SUPPLYING POWER TO BOTH THE PIT LIGHTING AND PIT RECEPTACLE. O ELEVATOR SHUNT -TRIP CONTROL SYSTEM SHALL BE INSTALLED AND TESTED PER NFPA 72. RECER'ED CITY OF Mt:AI ILA JUN052019 PERMIT CENTER 2.2.) NO SCALE 2 0 dr AU I- .- o2 CONFORMED SET Issue Date - 05.10.2019 Revisions 6 4117/19 oo PU E WITH! N PA 0- NEC ,;UL 3 12019 I City off Tukwila BUILDING DIVISION 73-17158.03 ELECTRICAL DETAILS E6.1 I co C Co 0 I I i cap M N co s lV a 0 g 10 a FEATURE WALL • 0 0 c LI a o e • THIS SHEET SHOWS QUANTITY AND LOCATIONS OF FIBER OPTIC TERMINATIONS. SEE ARCHITECTURAL DETAILS FOR INSTALLATION DETAILS CF WOOD, SUPPORT ANGLES AND FIBER OPTIC TERMINATIONS. EMITTERS ARE LOCATED BEHIND WALL IN CEILING SPACE. ROUTE FIBER FROM EMIITER, AND THROUGH WALL CAVITY TO TERMINATION. e t a a " e p • CAP ROOF di 118' - 0" LeveIIMEB 02 /j 113'-6" �l LeveICdi6101 Lr, 100'-0' q E6.2 SCOT F: 3/8" = 1'-0- LIGHTING RELAYS RELAY VOLTS: 120'277 AREA: A PANEL CKT LOAD DESCRIPTION NOTES 1 EXTERIOR WALLPACKS 2 EXTERIOR WALLPACKS EMG 3 3 4 5 6 7 8 LIGHTING RELAYS RELAY VOLTS: 120/277 AREA: B PANEL CKT LOAD DESCRIPTION NOTES 1 EXTERIOR WALLPACKS 2 EXTERIOR WALLPACKS EMG 3 3 5 6 7 8 LIGHTING RELAYS RELAY VOLTS: 1201277 AREA: C PANEL CKT LOAD DESCRIPTION NOTES 1 EXTERIOR WALLPACKS 2 EXTERIOR WALLPACKS EMG 3 3 4 5 6 7 8 LIGHTING CONTROL PANEL SCHEDULE NOTES: 1. 0-WV DIMMING 2. SEE DRAWING FOR PHOTOCELL CONTROL ZONES 3. DAWN TO DUSK VIA OUTDOOR PHOTOCELL CONTROL 4. RELAY... OS OS WCM SLX NORTH LOT SERVICE LIGHT FIXT. WI WIRELESS CONTROLLER AND SENSORS. SENSORS CLUSTERD VIA SOFTWARE TO CREATE ZONES LIGHT FIXT. WI WIRELESS CONTROLLER AND SEPARATELY MOUNTED SENSORS. FIXTURES TIED TO SENSORS VIA SOFTWARE TO CREATE ZONES LIGHT FIXTURE(S) WIRED TO EXTERNAL WIRELESS CONTROLLER WITH SEPARATELY MOUNTED SENSORS. WIRELESS, BATTERY OPERATED SWITCH. NO PATHWAYS REQUIRED. TIED TO UGHTING ZONES VIA SOFTWARE. WIRELESS NETWORK MANAGER, SWITCHES AND SERVER NOT SHOWN IN PLANS. QUANTITIES DETERMINED BY LIGHTING CONTROL MANUFACTURER. SWITCHES POWERED ON STANDBY IN AREAS MB. SWITCHES POWERED BY NORMAL POWER IN AREA C. LOSS OF POWER RESULTS IN EMERGENCY FIXTURES GOING TO FULL OUTPUT. LIGHTING CONTROL PANEL(S) CONNECTED TO NETWORK PER MANUFACTURERS REQUIREMENTS. NORTH LOT FIXTURES AND CONTACTOR PANEL CONTROLLED VIA WIRELESS CONTROLLERS CONNECTED TO UGHTING CONTROL SYSTEM. NOTE : NO HARDWIRED CONNECTIONS BETWEEN FIXTURES, SWITCHES, AND WIRELESS MANAGERS. WIRELESS LIGHTING CONTROL DESIGN INTENT NO SCAL N/3 HLC1 1 Z2 COURT SECTION SCALE: 1/2' = 1' 0" UGHTING CONTROL SWITCH SCHEDULE SWITCH ROOM BUTTON FUNCTION TYPE CONTROLS ZONES ENGRAVING DIRECTION INDIVIDUAL FIXTURE CONTROL BASIS-0E- DESIGN OS *VARIES 1 ON *ENTIRE ROOM ON NO 2 OFF *ENTIRE ROOM OFF L VARIES 1 ON *ENTIRE ROOM ON TURNS ALL ZONES ON TO 100% YES EN-WS-2B 2 OFF *ENTIRE ROOM OFF TURNS ALL ZONES OFF L1 *VARIES 1 ON/RAISE *ENTIRE ROOM ON TURNS ZONE ON TO 100% / RAISES OUTPUT OF ZONE YES EN-WS-2B 2 OFF/LOWER *ENTIRE ROOM OFF TURNS ZONE ON OFF / LOWERS OUTPUT OF ZONE L2 *VARIES 1 SCENE a,b 33% SETS OUTPUT OF ZONE(S) TO 33% YES 5-CBKSWH 2 SCENE a,b 67% SETS OUTPUT OF ZONE(S) TO 67% 3 SCENE a AN SETS OUTPUT OF ZONE b TO 25%, TURNS ZONE a OFF 4 ON/OFF a,b ON/OFF TOGGLES ZONE(S) ON/OFF 5 RAISE/LOWER a,b tl RAISES/LOWERS OUTPUT OF ZONE(S) L3 COURT ROOM C135 1 SCENE Z1 LINEAR TOGGLES ZONE(S) ON/OFF EN-WS-ZC 3-CBK-WH 2 SCENE Z2 WALL TOGGLES ZONE(S) ON/OFF 3 SCENE 21,Z2 ALL ON/OFF TOGGLES ZONE(S) ON/OFF L4 EOC B107, CONE B 1 ON/RAISE Z3 ON TURNS ZONE ON TO 100% / RAISES OUTPUT OF ZONE EN-WS-2B 2 OFF/LOWER Z3 OFF TURNS ZONE ON OFF / LOWERS OUTPUT OF ZONE L5 EOC B107, CONF A 1 ON/RAISE Z5 ON TURNS ZONE ON TO 100% / RAISES OUTPUT OF ZONE EN-WS-2B 2 OFF/LOWER Z5 OFF TURNS ZONE ON OFF / LOWERS OUTPUT OF ZONE HLC1-1 Z£.. 22 it 2t COURT ELEVATION SCALE: 114' = 1-0" Level 01 100'-0'IV FLOOR BOX SCHEDULE FLOOR BOX TAG MANUFACTURER TYPE APPUCATION COVER TYPE FINISH FACEPLATESIDEVICES NOTES POWER DATA AV On, TYPE QTY TYPE QTY TYPE FBA FBA V EFB45 ON GRADE FLUSH XX 2 DUPLEX 5-20R 1 COMM - - -- FB-2 WIREMOLD EFB45 ON GRADE FLUSH XX 2 DUPLEX 5-20R 1 COMM 1 2 HDMI, USB FB-3 WREMOLD EFB45 ON GRADE FLUSH XX 2 DUPLEX 5-20R - - - - 2 2 HDMI, USB, 2 AUDIO JACKS nEe FB-4 WIREMOLD EFB45 POKE THROUGH FLUSH XX 2 DUPLEX 5-20R 1 COMM - - - - Ty or? JUN PERMI FB-5 WIREMOLD EFB45 POKE THROUGH FLUSH XX 25-20R DUPLEX 1 COMM 1 2 HDMI, USB GENERALSCHEDULENOTES- A. COMMUNICAT ON (COMM) OUTLETS PER DETAIL 351E6.2 B. PROVIDE ALL NECESSARY COMPONENTS FOR COMPLETE INSTALLATION C. PROVIDE BLANK COVER PLATES ON ALL UNUSED COMPARTMENTS. EL1 9-0480 Iti/ED L I(` .11 5 2019 CENTER ■ ® 2019, GLR Group i CITY CONFORMED SET Issue Date - 05.10.2019 Revisions •I 00 PLI • EEEyyC�711 NFPA C - PIEC UCL312019 City of Tukwila SUILDING DIVISION 73-17158-00 ELECTRICAL DETAILS E6.2 INTERIOR LUMINAIRE SCHEDULE WSEC C406.4 CALCULATION TYPE MANUFACTURER MODEL ALTERNATE MODEL LAMP VOLTAGE APPARENT LOAD STYLE!MOUNTING FINISH DESCRIPTION Count Integral Controls Total Applicable Wattage Controlled Wattage Device Mounting Height CI FAIL SAFE LC DOANE FMi-S24-2-LW LED 3500K 2715 WMENS UNV 40 VA 2X2 RECESSED RANGE CORRECTIONAL GRADE WHITE ONE-PIECE DE FORMED CRS BODY WITH WELDEDCORtERS. 12 GAUGE DOOR FRAME. POWDER COAT FINISH. PRISMATIC POLYCARBONATE LENS. 6 ENCEUUM CLM 240 VA 240 VA C2 FAIL SAFE LC DOANE FM-S-124-LD4 LED 3500K 2488 WMENS UNV 37 VA 1X4 RECESSED FLANGE CORRECTIONAL GRADE WHITE ONE-PIECE DIE FORMED CRS BODY WITH WELDED CORNERS. 12 GAUGE DOOR FRAM£. POWDER COAT FINISH. PRISMATIC POLYCARBONATE LENS. 12 ENCELIUM CLM 444 VA 444 VA DIA PORTFOLIO LIGHTOLER L068&150010.10208035 LED 3500K 1500 WMENS 277 V 16 VA 6' DIAMETER RECESSED OPEN DOWNUGHT MEDIUM DISTRIBUTION. SELF FLANGED. SEMI-SPECULAR CLEAR FINISH. SELF FLANGED. 0.10V DINING. 80 CRI MINIMUM 9 144 VA OVA D08 PORTFOLIO UGHTOUER I nAR-1 0010305080-35 LED 3500K 3000 LUMENS 277 V 28 VA 6' DIAMETER RECESSED OPEN DOWNUGHT MEDIUM DIS1RIBUTICN. SELF FLANGED. SEMI-SPECULAR CLEAR FINISH. SELF FLANGED. 0-10V DIMMING. 80 CRI MINIMUM 5 138 VA OVA DMA PORTFOLIO LIGHTOUER LD6B30-0010-3050.8435 BIOS LED 3500K 3000 LUMENS 277 V 28 VA 6' DIAMETER RECESSED OPEN DOWNUGHT SAME SPECS AS D1B 6 166 VA OVA D2 PATHWAY LIGHTING KIRLN 6VLFL2XWL FARR-06705 LED 3500K 905 LUMENS 277 V 14 VA 6' DIAMETER RECESSED SHOWER DOWNLIGHT NON-CONDUCTIVE FROSTED LENS. HEAVY -GAUGE GALVANIZED STEEL HOUSING. LENSED REFLECTOR FOR WET LOCATION SOFT SPECULAR CLEAR N-7N(TRIM FINISH WITH POLISHED FLANGE. 80 CRI MINIMUM. O-10V DIMES. 7 98 VA OVA F1 VISUAL LIGHTING TECHNOLOGIES UNIVERSAL FORE OPTICS LIGHTING FL1000XT LED 3000K UNV 24 VA FIBER CFTC ILLUMINATOR 1000 0.75M94 FIBER CAPACITY. PROVIDE 1000 FIBER HARNESS DIVIDED INTO (50)20 FIBER WHIPS EACH WITH A#NS-10-ST-29NL•AL END FITTING 4 ENCEUUM WCM 96VA 96VA PIA METALUX DAYBITE 4SRL-Ln6. 0SL-LC-UW4835 LED 3500K 3000 LUMENS UNV 23 VA 4' COMMERCIAL STRIP PENDANT WHITE COLD ROLLED STEEL HOUSING. CLEAR LENS. CHAIN HANGAR MOUNTING HEIGHTAT 10'4' LINO. 37 ENCEUUM SENSILUM 858 VA 858 VA P18 METALUX DAYBRITE 4SRLID540SL-LCaMV41335 LED 3500K 5000 LUMENS UNV 43 VA 4' COMMERCIAL STRIP PENDANT WHITE SAME SPECS AS PIA. EXCEPT LUMEN OUTPUT 17 ENCEUUM SENSIWM 733 VA 733 VA P2 PINNACLE LIGHTING AXIS LIGHTING EXSA.0835-&354ACST41 LED 3500K 1448 LMS DN. 2260 LMS UP UNV 35 VA 4' LINEAR BIDIRECTIONAL PENDANT METALLIC SILVER 3.5'X5.4' EXTRUDED ALUMINUM HOUSING. HIGHLY REFLECTIVE WHITE PAINTED REFLECTOR. DEFUSE SNAP -IN ACRYLIC LENS. SATINE LENS AIRCRAFT CABLE TO STRUCTURE. MOUNTING HEIGHT AT 10-0'UNO. O.IWDIMMING. INTEGRAL SENSOR AT END OF FIXTURE. 22 ENCEUUM SENSIWM 770 VA 770 VA P2-A PN4ACLE LIP -DING AXIS UGHTING EX3-A-04135-8354-ACST-U EX3-A-O4183588354-ACST-U LED 3500K 1464 LMS DN, 2212 LMS UP LMN 35 VA 4' LINEAR BIDIRECTIONAL PENDANT MTALLC;SILVER 3.5'X5.4' EXTRUDED ALUMINUM HOUSING. HIGHLY REFLECTIVE WHITE PAINTED REFLECTOR. DEFUSE SNAP -IN ACRYLIC LENS. SATINE LENS. AIRCRAFT CABLE TO STRUCTURE. MOUNTING HEIGHT AT MS'UNO. 0-10Vmama INTEGRAL SENSOR AT END OF FIXTURE. 71 ENCEUUM SENSILUM 2485 VA 2485 VA P3 PORTFOLIO LIGHTOUER LSR6B200010SLEC6BI02013035 LED3500K 2000 LUMENS UNV 20 VA 6' DIAMETER PENDANT CYLINDER DOWNUGHT PANTED SILVER HEAVY -GAUGE ALUMINUM CONSTRUCTION. SEMI-SPECULAR CLEAR TRIM FINISH. MEDIA DISTRIBUTION. AIRCRAFT CABLE MOUNT. 20 WCM 400 VA 400 VA MA PORTFOLIO LIGHTOUER LSR6B20DOID5L EC6B1D208035 BIOS LED 3500K 2000 LUMENS UNV 20 VA 6' DIAMETER PENDANT CYLINDER DOWNUGHT PANTED SILVER SAME SPECS AS P3 7 WCM 140 VA 140 VA 1 P4 AUGHT NUUTE AXIS LIGHTING NULTIE APX341-LSU55S PP14-D88 EQUAL EQUAL LED 3500K 4068 WMENS UNV 56 VA 8LINEAR DIRECT PENDANT SATIN BLACK 3.25'X2.25• EXTRUDED AWMNUM HOUSING. VT APERTURE DEFUSE ACRYLIC LENS RECESSED OPTICS IN HOUSING.55 DEGREE OPTIC. AIRCRAFT CABLE MOUNT TO STRUCTURE. 0-10V DIMMING. 80CRI MINIMUM 10 ENCEUUM CLM 560 VA 560 VA P5 LUMEN NOVA FLEX LINELED LLSERES LED 3500K 354 LMS/FT 277V 38 VA LED STRIP TAPE STRIP TAPE MOUNTED IN HOUSING. 5 ENCEUUM WCM 186 VA 180 VA a F, mo TUKWILA JUSTICE CENTER a -n CITY OF TUKWILA r xc TT b UN N S r g 15005 Tukwila International Blvd a a c v Tukwila, WA 98188 1 m P6 TECH LIGHTING VIBIA BRUMTEL GRANDE LED 3500K 1680 LUMENS 120 V 19 VA 20' DIAMETER DECORATIVE PENDANT MATTE CHARCOAL GRAY, BUCK SPUN METAL SHADE. B FIELD-CUTTABLE CABLE. 1 ENCEUUM WCM 19 VA 19 VA P7 METALUX DAYBRITE OILED LED 3500K 4E00 LUMENS UNV 41 VA 4' COMMERCIAL STRIP PENDANT WHITE COLD ROJED STEEL HOUSING CLEAR LENS. CHAIN HANGAR. MOUNTING I -EIGHT AT 10-0' UNO. 20 OVA OVA 1114 PINNACLE LIGHTING HE WILLIAMS LU22A-835M0•G-U LED 3500K 3051 LUMENS UNV 37 VA 2X2 RECESSED GRID WITH REGRESSED LENS WHITE COLD ROLLED STEEL HOUSING HIGHLY REFLECTIVE WHITE PAINTED REFLECTOR DIFFUSE ACRYLIC SATINE LENS. 0-10V DIMMING 13 ENCELIUM CLM 481 VA 481 VA RNA PINNACLE LORING HE WILLIAMS LU22•A-835MOGL LF22-A0835 OGO LED 3500K 3051 LUMENS UNV 37 VA 2X2 RECESSED GRID WITH REGRESSED LENS WHITE SAME SPECS AS TYPE Ria 24 ENCELIUM CLM 888 VA 888 VA RIb PINNACLE UNITING LU22#S35HO.OU LED 3500K 4772 LUMENS UNV 58 VA 2X2 RECESSED GRID WITH REGRESSED LENS WHITE COLD ROILED STEEL HOUSING. HIGHLY REFLECTIVE WHITE PAINTED REFLECTOR. DIFFRSEACRYLIC SAME LENS. O-IDV DIMMING 27 ENCEUUM CLM 1566 VA 1566 VA RIBA PINNACLE UGHTING HE WILLIAME LU22A-835H0G-U LF22A-0835H0-G-U LED 3500K 4772 LUMENS UNV 58 VA 2X2 RECESSED GRID WITH REGRESSED LENS WHITE SAME SPECS AS TYPE R1b 57 ENCEIJUM RIM 3306 VA 3306 VA R2 PINNACLE UGHTING HE WISING LU24-A-835M0frU LED 3500K 6208 LINENS UNV 64 VA 2X4 RECESSED GRID WITH REGRESSED LENS MITE COLD ROILED STEEL HOUSING. HIGHLY REFLECTIVE WHITE PAINTED REFLECTOR DIFFUSE ACRYLIC SAME LENS. 0-1W DIMMING 3 ENCEUUM CLM 193 VA 193 VA R2-A PINNACLE LIGHTING LU24-AS35M0-G-U LF24AA835M0-G.0 LED 3500I( 6208 WMENS UNV 64VA 2X4 RECESSED GRID WITH REGRESSED LENS WHITE SANE SPECS AS R2 5 ENCEUUM CLM 322 VA 322 VA RZ)A PINNACLE LIGHTING HE WLUAMS LU24AS35MOAL LF24-AS835MO-FL- U LED 35001( 6208 WRENS UNV 64 VA 2X4 RECESSED DRYWALL WITH REGRESSED LENS WHITE SANE SPECS AS R2, EXCEPT WITH DRYWALL FLANGE 8 ENCEUUM CLM 386 VA 386 VA R3 PINNACLE LIGHTING REGGMNI UGHTING USA INC LU11-A435H0FL-U LED 3500K 1000 WMENS UNV 14 VA 1XI RECESSED DRYWALL WITH REGRESSED LENS MITE COLD ROLLED STEEL HOUSING. HIGFLY REFLECTIVE WHITE PAINTED REFLECTOR DIFFUSE ACRYLIC SATINE LENS 0-1W DIMMNG 9 ENCEUUM SENSILUM 126 VA 126 VA R4-1-A FOCAL POINT AXIS UGHTING PINNACLE UGHTING/BARBICAN FNVL 22AC1 EQUAL EQUAL BIOS LED 3500K 2300 WMENS UNV 28 VA 2X2 RECESSED GRID WITH 1' DRCP LENS MATTE SATIN WHITE ONE-PIECE STEEL HOUSING.0.125'THICI( FORMED FROSTED ACRYLIC DIFFUSER. MATTE SATIN WHITE FINISH. 9M16' SLOT TEE TEGULAR GRID MOUNT 4 ENCEUUM CLM 112VA 112VA R42-A FOCAL POINT AXIS LIGHTING FNVL 22-AC2 EQUAL EQUAL BIOS LED 3500K 2455 LUMENS UNV 28 VA 2X2 RECESSED GRID MTH 2 DROP LENS MATTE SATIN WHITE ONE-PIECE STEEL HOUSING.0.125' THICK FORKED FROSTED ACRYLIC DIFFUSER. MATTE SATIN WHITE FINISH. 9/16' SLOT TEE TEGULAR GRID MOUNT 3 ENCELIUM CLM 84 VA 84 VA R4-3-A FOCAL POINT AXIS LIGHTING PINNACLE UGHTINGBARBICAN FAIN- 22-AC3 EQUAL EQUAL BIOS LED 3500K 2500 LUMENS UNV 28 VA 2X2 RECESSED GRID WITH 3" DROP LENS MATTE SATIN WHITE ONE-PIECE STEEL HOUSING. 0.125" THICK FORMED FROSTED ACRYLICDIFFUSER. MATTE SATIN WHITE FINISH. 9116' SLOT TEE TEGIAAR GRID MOUNT 3 ENCELIUM CLM 84 VA 84 VA R4-4-A FOCAL POINT AXIS LIGHTING FNVL22-AC4 EQUAL EQUAL BIOS LED3500K 2800 LINENS UNV 28 VA 2X2TECESSED GRID WITH 4' DROP LENS MATTE SATIN WHITE ONEFECE STEEL HOUSING.0.125' THICK FORMED FROSTEDACRYUC DIFFUSER. MATTE SATIN WHITE FINISH. 9116' SLOT NEE TEGULAR GRID MOUNT 3 ENCELIUMCLM 84 VA 134 VA R6-1 PINNACLE LIGHTING AXIS LIGHTING EVL835192SF(S)-11 EQUAL LED 3500K 209 LMS!FT UNV 59 VA RECESSED WALL WASH WHITE 4.5' X 525' EXTRUDED AWMINUM TRIM WITH COLD ROLLED STEEL BAC4030X HOUSING. WHITE FLASH. PROVIDE CONTNOS LENGTH AS SHOWN ON DRAWINGS. SPACKLE FLANGE. 0-10V DIMING. 1 ENCELIUM WCM 59 VA 59 VA R6-2 PINNACLE LIGHTING EVL-835.17 TSPS}U EQUAL LED3500K 209 LMSIFT UNV 53 VA RECESSED WALL WASH WHITE SAAE SPECS AS R6, EXCEPT LENGTH. 1 (MELIJMWCM 53 VA 53 VA R63 PINNACLE LIGHTING MIS LIGHTING EVL- 35-1010"SFIS)-U EQUAL LED 3500K 209 INSET UNV 34 VA RECESSED WALL WASH WHITE SAME SPECS ASRB, EXCEPT LENGTH. 2 ENCEUUMWCM 68 VA 88 VA R8 METALUX 24FP4735C EQUAL LED3500K 4990 LUMENS 277Y 40 VA 2X4 RECESSED GRID FLAT PANEL WHITE NARROW ALUMNUM TRN AND SHALLOW HOUSING. ACRYUC WHITE FROST LENS UNIFORM ILLUMINATION ACROSS LENS. 2 ENCELIUM CLM 80 VA 80 VA R9-4 FOCAL POINT AXIS LIGHTING PINNACLE LIGHTING FSM6L-SR-750LF-351(•1C-UNV-TSTZ EQUAL EQUAL LED 3501< 3000 WMENS UNV 35 NA 3S' RECESSED LINEAR WHITE 6' ONE-PIECE EXIRUDEDALUMNUM HOUSING. MITE POLYESTER POWDER COAT FINISH. EXTRUDEDACRYUC LENS0.085' THICK 9/16' SUPRAFIIE TEGUAR CEILING. REGRESSED LENS. 0-IOV DIMMING. 80 CR1 MINIMUM. INTEGRAL SENSOR 6 ENCEUUM SENSILUM 210 VA 210 VA R95 FOCAL POINT AXIS LIGHTING PINNACLE LIGHTING FSM6LS8-750LF35K-ICUNY--7512 EQUAL EQUAL EQUAL LED3500K 3750 LUMENS UNV 44 VA 9 RECESSED UNEAR WHITE SAME SPECS AS R94, EXCEPT 9 LENGTH 3 ENCELIUM SENSILUM 132 VA 132 VA R9-52 FOCAL POINT MIS LIGHTING PINNACLE UGHTING FSMBLSR-750LF35K•1C4N'N-T5TZ EQUAL EQUAL EQUAL LED 3500K 3750 WMENS UNV 44 VA 5.2' RECESSED LINEAR WHITE SAME SPECS AS R94, EXCEPT 5.2 LENGTH 6 ENCELIUM SENSILUM 264 VA 264 VA R9-6 FOCAL POINT AXIS LIGHTING PINNACLE LIGHTING FSMILSR-750LF35K-1C-NV-T5TZ EQUAL EQUAL LED 3500K 4500 LUMENS UNV 53 VA 6' RECESSED LINEAR WHITE SANE SPECS AS R94, EXCEPT 6 LENGTH 33 ENCELIUM SENSILUM 1749 VA 1749 VA R9-6A FOCAL POINT AXIS LOTTING PINNACLE LIGHTING FSM6LSR-750F35K-1C-UNV-TSTZ EQUAL EQUAL BIOS LED 3500K 4500 LUMENS UNV 53 VA V RECESSED LINEAR MITE SAME SPECS AS R9-6 58 ENCEUUM SENSILUM 3074 VA 3074 VA RSD4 FOCAL POINT AXIS LIGHTING PINNACLE LIGHTING FSM6LSR375LF39L-1C-UNN-TF EQUAL EQUAL LED 3500K 1500 LUMENS UNV 19 VA 4' RECESSED LINEAR WHIM SANE AS R94 EXCEPT WITH DRYWALL FLANGE AND 4' IN LENGTH AND REDUCED LUMENS. 4 ENCEUUMSENSILUM 76 VA 76 VA R9D4-A FOCAL POINT AXIS LIGHTING PINNACLE LIGHTING FSMISR375LF35K-IC-NV-TF EQUAL EQUAL BIOS LED 3500K 1500 WMENS UNV 19 VA 4' RECESSED UNEAR WHITE SAME AS R94A 9 ENCEUUM SENSILUM 171 VA 171 VA R9D8-A FOCAL POINT AXIS LIGHTING PINNACLE LIGHTING FRIELSR375LF35K-1C-UNV-TF EQUAL EQUAL BIOS LED 3500K 2250 WMENS UNV 29 VA B RECESSED LINEAR WHITE SAME SPECS AS REDS 4 ENCEUUM SENSILUM 114 VA 114VA ROD8 FOCAL PONT MIS LIGHTING PINNACLE LIGHTING FSM6LSR375LF35K-1C-NV-TF EQUAL EQUAL LED 3500K 3000 LUMENS UNV 38 VA 4' RECESSED UNEAR WHITE SAME ASROD4 EXCEPT 6 N LENGTH 1 ENCELIUM SENSILUM 38 VA 38 VA R9D-8-A FOCAL POINT AXIS LIGHTING PINNACLE LIGHTING FSMILSR-375LF-39(-IC4NV•TF EQUAL EQUAL BIOS LED 3500K 3000 WMENS UNV 38 VA 4' RECESSED LINEAR WHITE SAME SPECS AS R90-8 1 ENCELIUM SENSILUM 38 VA 38 VA SI LUCIFER HK LIGHTING GROUP CY3-FB CZXL30I-C1,143K LED 3500K 1993 LUMENS UNV 33 VA 3.25" DIAMETER SURFACE CYLINDER DOWNLIGHT BLACK DIE-CAST ALUMINUM CYLINDER 70 DEGREE CONFIGURATION BLACK POWDER COAT FNISH. 80 CM. 60 DEGREE OPTIC. PIWcomma CEILING MOUNT J430X FOR 314' EMT CONDUIT. BACKFNSH. 13 429 VA OVA S3 METAWX DAYBRITE 4SRL LED3500K 5000 LUMENS LINN 43 VA 4'LNEAR SURFACE MOUNT STRIP WHITE COLD ROLLED STEEL HOUSING. FULL FROST LENS 19 ENCEUUMSENSIWM 819 VA 819 VA S4 PORTFOLIO UGHTCLIER LSR68 LED 3500K 1500 LUMENS UN 20 VA 6' DIAMETER SURFACE CYLINDER DOWNUGHT WHITE HEAVY -GAUGE ALUMINUM CONSTRUCTION. WHITE CYLINDER FINISH. SEMI-SPECULAR CLEAR TRN FINISH. NARROW DISTR18URON. CEIUNG MOUNT. 6 ENCELIUMWCM 120 VA 120 VA S5 LUCIFER HK LIGHTING GROUP CY2 CZXL-251CM•ADJ-CCB3.7513I( LED 3000K 1488 LUMENS UNV 24 VA 3.13' DIAMETER SURFACE CYLINDER ADJUSTABLE DOWNUGHT BLACK DIE-CAST ALUMINUM CYLINDER. 70 DEGREE CONFIGURATION. BUCK POWDER COAT FINISH. 80 CRI.60 DEGREE OPTIC. 0-10V DARING CEILING MOUNT J-BOX FOR 3/4' EMT CONDUIT, BLACK FNSH. ADJUSTABLE AIMING 9 216 VA OVA UI TECH LIGHTING DAYBRITE I000CEDW-19.95-W-LEDOCS LED3500K 500 LUMENS 120V 10VA UR UNDERCABINET UGHTING WHITE 3.7'NOCE HOUSING. INTEGRATED DRIVER 90 CRI. INTEGRAL OCCUPANCY SENSOR.WHITEFNSH. 6 INTEGRALOCC SENSOR 60 VA 60 VA U2 TECH UGHTING DAYBRITE T000CFDW30.95W-J Fonc9 LED3500K 9O0 WMENS 120V 18VA 30'UNCERCABINETUGHTING WHITE SAME SPECS ASUI, EXCEPTLENG'M. 1 INTEGRALOCC SENSOR 18 VA 18 VA WI METALUX DAYBRITE SAILED LED3500K 2000 LUMENS UNV 14 VA 2'UNEAR WALL MOUNT WHITE 2.25' DEEP COW ROLLED STEEL HOUSED 4 OVA OVA W2 WAC LIGHTING SATCO BRCHWOOD WS-637 EQUAL. EQUAL LED 3500K 2400 WMENS WV 29 VA 36" WALL VANITY BRUSHED ALUMINUM 1.5'X3'AUIMINUM HOUSING. WHITE ACRYLICLENS. BRUSHED ALUMINUM FINISH. 90 CRI MINIMUM. ELV DINNING MOUNT VERTICALLY NEXT TO MIRROR. COORDINATE FINAL MOUNTING HEIGHT WITH ARCHITECTURAL ELEVATIONS. 18 464 VA OVA ERA WAC UGHTING SATCO BRCIMJOOD WS-637 EQUAL EQUAL LED3500K 1500 LUMENS 277V 29 VA 36"WALL VANITY BRUSHED ALUMNUM SAME AS W2 EXCEPT ON DEDICATED CONTROL UNIT FOR ADDRESSABIUTY. 10 ENCEUUM WCM 290 VA 290 VA W3 FOCAL POINT AXIS LIGHTING PINNACLE LIGHTING FSM1W EQUAL EQUAL LED 3500K 1000 LUIENS UNV 10 VA 4' UNEAR WALL MOUNT MATTE WHITE 1.67' WIDE EXTRUDED AUJMNAJM HOEING. FLUSH FROSTED ACRYUC LENS. PROVIDE CONTINUOUS RUN AS SHOWN ON DRAWINGS, 0-10V DIMMING. MATTE WHITE HOUSING, 4 ENCEUUM WCM 40 VA 40 VA W5 METALUX DAYBRITE SLSTP LED 3500( 4600 LUMENS UNV 41 VA 4' LINEAR SURFACE MOUNT STRIP WHITE 35' WIDE STEEL HOUSING POLYESTER POWDER COAT. IMPACT LENS. 7 ENCEUUMSENSIWM 287 VA 287 VA )(1 EJOTRONIX SIGNTEX S90ORMU-BA CRS-NB-I-G-C•W-t19 TMRU C2D'-7WNF LED UNV 5 VA SINGLE FACE UNIVERSAL MOUNT UNIVERSAL DESIGN EXIT SIGN BRUSHED ALUMINUM BRUSHED ALUMINUM HISSING. UNIVERSAL MOUNTING. GREEN ACRYLIC PANELS 30 OVA OVA W E A70C PIED ��,.'I'� 312019 of Tukwi la BUILDING DIVISION X2 EXITRONIX MULE LIGHTING SIGNTEX S900RM41-BA CRS-NB21rGW-'C19 TNRU C20-TIN LED UNV 5 VA DOUBLE FACE UNIVERSAL MOUNT UNIVERSAL DESIGN EXIT SIGN BRUSHED ALUMINUM BRUSHED ALUMINUM HOUSING UNIVERSAL MOUNTING GREEN ACRYLIC PANELS 7 0VA OVA 10-0' X3 SURELUTES MULE LIGHTING APEL LED _ 277 V 3VA TWIN HEAD EMERGENCY LIGHT WHITE WHITE HOUSING, NICKEL -CADMIUM BATTERY 1 OVA OVA B •0' Grand Mat 680City 23971 VA 22316 VA D Al TFRNAE E1 ASSIGN• I IGFRLED 73-17158-00 LIGHTING SCHEDULES E 7.1 FIXTURE • PROVIDE ALTERANTE LIGHT FIXTURE AS INDICATED IN LIGHT FIXTURE SCHEDULE. FOR FIXTURES MARKED AS "BIOS', PROVIDE EQUAL FIXTURE WITH BIOS ORA LED OR FOLLOWING THE SPECIFICATIONS BELOW:L i 9.0480 W _ RATIO GREATER THAN 0.83 @ 3500K � EiVED .A -R990 - 490NM SKY BLUE/ 660NM RED JUN 05 2019 - M P RATIO GREATER THAN 0.95 @ 4000K - COI 3.1 PERR'IIT CENTER -R990 - 490NM SKY BLUE/ 660NM RED BARRIER HEATER CONNECTION SCHEDULE DRAFT MARK NO. SERVES VOLTAGE POLES HP CFM VA MCA MOCP STARTER DISCONNECT BRANCH CIRCUIT P/N -G•C PANEL CIRCUIT NOTES 120 V 1 0 TOGGLE SWITCH 12 -12 - 3/4" BRANCH CONTROLLER CONNECTION SCHEDULE MARK NO. SERVES VOLTAGE POLES HP CFM VA/PHASE MCA MOCP STARTER DISCONNECT BRANCH CIRCUIT PIN•G-C PANEL CIRCUIT NOTES BC-A1 CU-A1 208V 2 0 180VA 2A 15A 12.12-3/4" RLMA1 15,17 BC-A2 CU•A2 208 V 2 0 180 VA 2A 15A 12.12.314" RUAA2 11,13 BC-61 CU-B1 208 V 2 0 180 VA 1 A 15A 12.12 - 3/4" RLMA1 19,21 BCC1 CUC1 208V 2 0 180VA 2A 15A 12.12.314" LMC1 2,4 SBC-A1 CU-Al 208 V 2 0 180 VA 1 A 15 A 12.12.3/4" RLMA1 23,25 SBC-A2 CUA2 208V 2 0 180VA 1A 15A 12-12-3/4" RLMA2 5,7 ELECTRIC DUCT HEATER CONNECTION SCHEDULE MARK NO. SERVES VOLTAGE POLES HP CFM VA MCA MOCP STARTER DISCONNECT BRANCH CIRCUIT P/N -G-C PANEL CIRCUIT NOTES EDH-A137 EVIDENCE 277V 1 1200 6000 VA 27A 30A MOTOR RATED TOGGLE 10-10-3/4" RHMA2 28 EDH-A144 ARMORY 277 V 1 600 700 VA 3 A 15 A MOTOR RATED TOGGLE 12.12.3/4" RHMA2 22 EDH-A153 K9 277 V 1 883 2300 VA 10A 15 A MOTOR RATED TOGGLE 12 -12 - 3/4" RHMA2 24 EDH-A207 EXERCISE 277 V 1 1201 4300 VA 19A 20 A MOTOR RATED TOGGLE 10.10 - 3/4" RHMA2 20 EDH-A208 DT ROOM 277 V 1 1201 3700 VA 17 A 20A MOTOR RATED TOGGLE 12.12 - 3/4" RHMA2 47 EDH-A213 CPT OPEN OFFICE 277 V 1 883 2200 VA 10 A 15 A MOTOR RATED TOGGLE 12.12 - 314" RHMA2 45 EDH-A215 TEAM AREA 277 V 1 494 1400 VA BA 15 A MOTOR RATED TOGGLE 12 -12 - 3/4" RHMA2 43 EDH-A217 ACT OPEN OFFICE 277 V 1 883 1100 VA 5 A 15A MOTOR RATED TOGGLE 12 -12 - 3/4" RHMA2 41 EDH-A221 MAJOR CASE CONFERENCE 277 V 1 371 800 VA 4A 15 A MOTOR RATED TOGGLE 12-12.34" RHMA2 39 EDH-A223 MCU OPEN OFFICE 277 V 1 1412 4200 VA 19A 20 A MOTOR RATED TOGGLE 12 -12 - 314" RHMA2 37 EDH-A228 PSU OPEN OFFICE 277 V 1 883 1300 VA 8 A 15 A MOTOR RATED TOGGLE 12 -12 - 34" RHMA2 33 EDH-A232 CONFERENCE ROOM/ ADMIN COMMANDER/ PSU COMMANDER 277 V 1 883 3000 VA 14 A 15 A MOTOR RATED TOGGLE 12 -12 - 34" RHMA2 35 EDH-A237 CHIEF/ DEPUTY CHIEF 277 V 1 300 1300 VA 8 A 15 A MOTOR RATED TOGGLE 12 -12 - 34' RHMA2 31 EDH-B118 BREAK AREA 277 V 1 1483 8800 VA 40 A 40 A MOTOR RATED TOGGLE 10.10. 3/4' RHMA2 26 EDH-Cl12 COURTS OPEN OFFICE 277 V 1 371 1100 VA 5 A 15 A MOTOR RATED TOGGLE 12 -12 - 34' HMC1 15 EDH-C121 DIRECTOR 277 V 1 300 1100 VA 5 A 15 A MOTOR RATED TOGGLE 12 -12 -3/4' HMC1 13 EDHC136 HOLDING 277V 1 883 2200VA 10A 15A MOTORRATEDTOGGLE 12-12-3/4' HMC1 17 EDH-HRV-A1.1 KB/ARMORY/RIFLE CLEANING 277V 1 1035 6400VA 29A 30A MOTOR RATED TOGGLE 10-10.3/4" RHMA2 30 EDH-HRV-A1.2 EVIDENCE 277 V 1 1780 10800 VA 49 A 50 A MOTOR RATED TOGGLE 6.10 - I" RHMA2 32 EDH-HRV-Al3 EVIDENCE 277V 1 1760 10800VA 49A 50A MOTORRATEDTOGGLE 8-10-1" RHMA2 34 GENERAL MECHANICAL EQUIPMENT CONNECTION NOTES. A. THE INFORMATION PROVIDED ON THIS SHEET IS FOR A SPECIFIC MANUFACTURER. THE ACTUAL MANUFACTURER FOR THE EQUIPMENT MAY BE DIFFERENT. COORDINATE WITH MECHANICAL EQUIPMENT SUBMITTALS FOR ACTUAL LOADS, CIRCUIT AMPACITY, AND OVERCURRENT PROTECTION REQUIREMENTS PRIOR TO ELECTRICAL HOOKUP. B. LOCATE ALL DISCONNECTING MEANS PER NEC AND AHJ REQUIREMENTS. STARTERS ARE SEPARATELY MOUNTED UNLESS NOTED OTHERWISE. C. UNLESS NOTED OTHERWISE, CONTROL OF ALL MECHANCIAL DEVICES BY DIV 23. COORDINATE WITH DIV 23 AND CONTROLS SUBMITTAL FOR REQUIRED POWER AND DATA CONNECTIONS TO BMS CONTROLLERS. VRF INDOOR CONNECTION SCHEDULE MARK NO. SERVES VOLTAGE POLES HP CFM VA/PHASE MCA MOCP STARTER DISCONNECT BRANCH CIRCUIT P1N • G • C PANEL CIRCUIT NOTES VRF•A100 208V 2 1412 274 VA 3.5A 25A 12-12.314" RLMA1 1,3 VRF-A103 208V 2 280 19VA 02A 25A 12-12-314" RLMA1 1,3 VRF-A104 208V 2 280 19VA 02A 25A 12-12-3/4" RLMA1 1,3 VRF-A105 208V 2 280 19VA 0.2A 25A 12-12-3M" RLMA1 1,3 VRF-A108 208V 2 280 19VA 02A 25A 12-12-3/4" RLMA1 1,3 VRF-A111 208V 2 280 19VA 0.2A 25A 12-12-3/4" RLMA1 1,3 VRF-A112 208V 2 280 19VA 0.2A 25A 12-12-3/4" RLMA1 1,3 VRF-A115 208V 2 300 82VA 1.1A 25A 12-12-3/4" RLMV41 1,3 VRF-A117 208V 2 494 94VA 1.2A 25A 12-12-34" RLMA1 1,3 VRF-A118 208V 2 300 82VA 1.1 A 25A 12-12-3/4" RLMA1 1,3 VRF-A123 208V 2 371 94VA 1.2A 25A 12-12-34" RLMA1 1,3 VRF-A128 208V 2 300 82VA 1.1 A 25A 12-12-314" RLMA1 1,3 VRF-A130 208 V 2 494 113 VA 1.5 A 25 A 12 -12 - 34" RLMA1 1,3 VRF-A131 208V 2 300 82VA 1.1 A 25A 12.12-34" RLMA1 1,3 VRF-A134 208V 2 300 82VA 1.1A 25A 12-12-3/4" RLMA1 1,3 VRF-A137 208V 2 1201 245 VA 2.7A 25A 12-12.3/4" RLMA1 1,3 VRF-A144 208V 2 600 122VA 1.6A 25A 12-12-3/4" RLMA1 1,3 VRF-A147 208V 2 494 113VA 1.5A 25A 12-12-3/4" RLMA1 1,3 VRF-A153 208V 2 883 213VA 2.7A 25A 12-12-3/4" RIMAI 1,3 VRF-A203 208V 2 300 180VA 1.1A 20A 12.12-3/4" RLMA2 8,8 VRF-A204 208 V 2 280 29 VA 02 A 20A 12.12.3/4" RLMA2 6,8 VRF-A205 208 V 2 883 213 VA 2.8 A 20A 12.12.3/4" RLMA2 6,8 VRF-A206 208V 2 315 29VA 0.2A 20A 12.12.3/4" RLMA2 6,8 VRF-A207 208V 2 1201 213VA 2.7A 20A 12.12-34" RLMA2 6,8 VRF-A208 208V 2 1201 213VA 2.7A 20A 12.12-34" RLMA2 1,3 VRF-A211 208V 2 371 94VA 12A 20A 12.12-3/4" RLMA2 8,8 VRF-A213 208V 2 883 213 VA 2.7A 20A 12.12-314" RLMA2 8,8 VRFA214 208 V 2 300 82VA 1.1 A 20A 12.12.34" RLMA2 4,3 VRF-A215 208V 2 494 113VA 1.5A 20A 12.12.34" RLMA2 1,3 VRF-A217 208 V 2 883 245 VA 2.7A 20A 12.12-WC RLMA2 1,3 VRF-A220 208V 2 300 82VA 1.1A 20A 12.12-34" RLMA2 1,3 VRF-A221 208V 2 371 94VA 1.2A 20A 12-12-3/4" RLMA2 1,3 VRF-A223 208V 2 1412 274 VA 3.5A 20A 12-12-3/4" RLMA2 1,3 VRF-A228 208V 2 883 213VA 2.7A 20A 12-12-3/4' RLMA2 1,3 VRF-A232 208V 2 883 213VA 2.7A 20A 12-12-34' RLMA2 1,3 VRF-A235 208V 2 494 113VA 1.5A 20A 12-12-34' RLMA2 6,8 VRF-A237 208V 2 371 94VA 1.2A 20A 12-12-34" RLMA2 6,8 VRF-B101 208V 2 300 82VA 1.1A 20A 12.12-34' RLMA2 15,17 VRF-B102 208V 2 494 113VA 1.5A 20A 12-12-34' RLMAA2 15,17 VRF-B103 208V 2 600 122 VA 1.6A 20A 12-12-3/4' RLMA2 15,17 VRF-B106 208V 2 280 22VA 0.3A 20A 12.12-3/4" RLMA2 15,17 VRF-8107A 208 V 2 494 113VA 1.5 A 20 A 12.12.34" RLMA2 15,17 VRF-B107B 208V 2 494 113VA 1.5A 20A 12-12-3/4" RLMA2 15,17 VRF-8110 208V 2 315 22VA 0.3A 20A 12-12-3/4' RLMA2 15,17 VRF-8111 208 V 2 300 82 VA 1.1 A 20 A 12-12-3/4" RLMA2 15,17 VRF-8112 208V 2 280 19VA 0.2A 20A 12-12-3/4" RLMA2 15,17 VRF-6114 208 V 2 300 82 VA 1.1 A 20 A 12 -12 - 3/4" RLMA2 15,17 VRF-8116 208 V 2 494 113 VA 1.5 A 20 A 12 -12 - 314" RLMA2 15,17 VRF-B117 208V 2 280 19VA 0.2A 20A 12-12-3/4" RLMA2 15,17 VRF-8118 208V 2 1483 274 VA 3.5A 20A 12.12-34" RLMA2 15,17 VRF-C101 208 V 2 315 22 VA 0.2 A 25 A 12.12.3/4" LMC1 1,3 VRF-C108 208V . 2 300 82VA 1.1A 25A 12.12-3/4' LMC1 1,3 VRF-C109 208V 2 300 82VA 1.1A 25A 12.12-3/4' LMC1 1,3 VRF-C111 208V 2 883 213VA 2.7A 25A 12.12-314" LMC1 1,3 VRF-C112 208V 2 371 94VA 1.2A 25A 12.12-3/4" LMC1 1,3 VRF-C115 208V 2 300 82VA 1.1A 25A 12.12-34" LMC1 1,3 VRF-C116 208V 2 300 82VA 1.1A 25A 12.12-3/4" LMC1 1,3 VRF-C118 208V 2 494 113VA 1.5A 25A 12.12-34' LMC1 1,3 VRF-C121 208V 2 371 94VA 1.2A 25A 12.12-3/4" LMC1 1,3 VRF-C123 208V 2 315 22VA 0.3A 25A 12-12-3/4" LMC1 1,3 VRF-C124 208V 2 315 22VA 0.3A 25A 12-12.314" LMC1 1,3 VRFC133 208V 2 280 19VA 02A 25A 12-12.3/4" LMC1 1,3 VRFC134 206V 2 883 213VA 2.7A 25A 12-12-314" LMC1 1,3 VRF-C135 208V 2 883 213VA 21A 25A 12-12.34" LMC1 1,3 VRF-C136 208V 2 883 213VA 2.7A 25A 12-12-34" LMC1 1,3 VRF OUTDOOR CONNECTION SCHEDULE MARK NO. SERVES VOLTAGE POLES HP CFM VA/PHASE MCA MOCP STARTER DISCONNECT BRANCH CIRCUIT PIN - G - C PANEL CIRCUIT NOTES CU-Al AREA A FIRST FLOOR 480 V 3 0 6440 VA 31.0 A 50 A 8 -10-1" RHMA2 1,3,5 CU-A2 AREA ASECOND FLOOR 480V 3 0 6440VA 31.0A 50A 8.10-I" RHMA2 7,9,11 CU-B1 AREA B 480 V 3 0 3116 VA 15.0 A 25 A 12.12.3M" RHMA2 14,16,18 CU-C1 AREAC 480V 3 0 3947 VA 19.0A 30A 12-12.3/4" HMC1 1,3,5 MARK NO. ACP-A-1 CDP-1 LOCATION EVIDENCE VOLTAGE 480 V 120 V POLES 3 1 HP 3 FRAC PUMP CONNECTION SCHEDULE CFM 0 0 VA 1330 VA BO VA MCA BA 1A MOCP 20A 15A STARTER DISCONNECT MOTOR RATED TOGGLE BRANCH CIRCUIT PIN G-C 12-12.34' PANEL RHMA2 RLMA1 CIRCUIT 49,51,53 29 1 NOTES CDP-2 EVIDENCE 120 V 1 FRAC CP-1 MECH A119 120 V 1 1112 0 BO VA 1A 15A MOTOR RATED TOGGLE 12.12-34' RLMA1 29 1 0 60 VA 1A 15A 12-12-3/4" RLPA1 1 PUMP CONNECTION NOTES' 1. HARDWIRE CONDENSATE PUMP IN LIEU OF CORD AND PLUG. CONFIRM WITH MECHANICAL EQUIPMENT THAT ELECTRICAL MODIFICATION WILL NOT VOID WARRANTY. WATER HEATER CONNECTION SCHEDULE MARK NO. LOCATION VOLTAGE POLES HP CFM VA MCA MOCP STARTER DISCONNECT NON -FUSED BRANCH CIRCUIT PIN - G - C PANEL CIRCUIT NOTES GNM-1 MECH 120V 1 0 600VA 6A 15A MOTORRATED TOGGLE 12-12-314" RLMA1 5 GWH-2 MECH 120V 1 0 BOO VA 6 A 15 A ?ACTOR RATED TOGGLE 12-12.3/4" RLMA1 7 fl t r r=;Ik/ F r EL1 9-0480 1"-•-.-. ,l CITY OF -i URWIq LA JUN052019 PERMIT CENTER • 02019, DLR Gawp inc., a Washington corporation, ALL RIGHTS RESERVED CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 OOMPU Sit C 3. MFPQ7C 7G- Wi JUL 312019 II City of Tukwila $UILDING DIVISION ' 73-17158-00 MECHANICAL CONNECTION SCHEDULES E7.2 5/10201912:16:10 PM AIR COMPRESSOR CONNECTION SCHEDULE MARK NO. SERVES VOLTAGE POLES HP CFM VA/PHASE MCA MOCP STARTER DISCONNECT BRANCH CIRCUIT PIN • G •C PANEL CIRCUIT NOTES ACP-A-1 480 V 3 3 0 1330 VA 6 A 20 A RHMA2 49,51,53 CABINET UNIT HEATER CONNECTION SCHEDULE MARK NO. LOCATION VOLTAGE POLES HP CFM VA/PHASE MCA MOCP STARTER DISCONNECT BRANCH CIRCUIT PM-G•C PANEL CIRCUIT NOTES CUH-1 GUN STORAGE 208 V 2 310 1000 VA 12 A 15 A BY DIV 23 12.12. 3/4" LMC1 6,8 CUH-2 MECHC127 208V 2 310 1000VA 12A 15A BYDIV23 12.12.3/4" LMC1 10,12 CUH3 MECHC139 208V 2 310 1000VA 12A 15A BYDIV23 12-12-314' LMC1 14,16 CUH-4 VESTIBULEA126 208V 2 310 1000 VA 12A 1SA BYDIV23 12.12.3/4' LMC1 18,20 CURS VESTIBULEA120 208V 2 310 1000VA 12A 15A BYDIV23 12.12-3/4" LMC1 22,24 CUH43 MECHA119 208V 2 310 1000VA 12A 15A BYDIV23 12-12-3/4' RLMA1 31,33 DOAS CONNECTION SCHEDULE WT SERVES VOLTAGE POLES HP CFM VA/PHASE MCA MOCP STARTER DISCONNECT NON -FUSED BRANCH CIRCUIT P/N • G • C PANEL CIRCUIT NOTES DOAS-Al AREA A- LEVEL 1 480V 3 3,1.5 2690 4166 VA 19A 25A BYDIV23 10-10-3/4" RHMA2 19,21,23 1 DOAS-A2 AREAA-LEVEL2 480V 3 5,7.5 6190 10725VA 48A 60A BYDIV23 6.10.1" RHMA2 13,15,17 1 DOAS-B1 AREAB 480V 3 1,1 1790 3413VA 15A 20A BYDIV23 12.12-3/4' RHMA2 25,27,29 1 DOAS-C1 AREAC 480V 3 2,1 2435 3723VA 17A 20A BYDIV23 12.12-3/4" ItICI 7,9,11 1 EXHAUST FAN CONNECTION SCHEDULE NOTES 1. VFD BY DIV 23. EXHAUST FAN CONNECTION SCHEDULE MARK NO. SERVES VOLTAGE POLES HP CFM VA/PHASE MCA MOCP STARTER DISCONNECT BRANCH CIRCUIT PIN •G•C PANEL CIRCUIT NOTES EF,A101 A101, A102, A108, A149, A150, A154, B113 120V 1 1M 495 528 VA 8A 15A NEMA00 MOTOR RATED TOGGLE 12.12-3/4" LMC1 36 EF-A119 HOLDING A122, A124, AND A125 120 V 1 1/6 215 528 VA 6 A 15 A NEMA 00 MOTOR RATED TOGGLE 12.12.3/4" LMC1 26 EF-A156 CHEMICAL 120 V 1 FRAC 75 380 VA 4 A 15 A NEMA 00 MOTOR RATED TOGGLE 12 -12 - 3/4' LMC1 38 EF-A206 WOMENS SHOWERS, MALE SHOWERS 120V 1 114 550 696VA 7A 15A NEMA00 MOTOR ELATED TOGGLE 12.12-3/4" LMC1 36 EF-A218 JANITOR A154 120 V 1 118 65 380 VA 4 A 15A NEMA 00 MOTOR RATED TOGGLE 12.12 - 3/4' LMC1 34 EF-A241 WC A241, INC A242 120 V 1 1/6 100 380 VA 4 A 15A SEE NOTE 1 MOTOR RATED TOGGLE 12-12.3/4" LMC1 34 1 EF-C104 INC C104, INC C105 120 V 1 LB 100 380 VA 4 A 15A SEE NOTE 1 MOTOR RATED TOGGLE 12-12.3/4" LMC1 9 1 EF-C110 • INC C110 120 V 1 FRAC 50 360 VA 4 A 15A SEE NOTE 1 MOTOR RATED TOGGLE 12 -12 - 3/4" LMC1 9 1 EF-C119 WC C119 120 V 1 FRAC 50 360 VA 4 A 15A SEE NOTE 1 MOTOR RATED TOGGLE 12.12 - 314" LMC1 11 1 EF-C125 VVC C125, WC C126 120 V 1 1/6 100 360VA 4A 15A SEE NOTE 1 MOTOR RATED TOGGLE 12.12.3/4" LMC1 7 1 EF-C135A COURTSC135 (EMERGENCY PURGE) 208V 2 3/4 2775 385VA 5A 15A NEW03 MOTOR RATED TOGGLE 12-12.3/4' LMC1 30,32 EF-C1358 COURTSC135 (EMERGENCY PURGE) 208V 2 3/4 2775 385VA 5A 15A NEMA00 MOTOR RATED TOGGLE 12.12.3/4' LMC1 30,32 EF-C137 HOLDING C138, HOLDING C137 120 V 1 1/6 315 528 VA 6 A 15 A NEMA 00 MOTOR RATED TOGGLE 12 -12 - 3/4' LMC1 7 EF-C140 INC C140 120 V 1 FRAC 50 360 VA 4A 15 A SEE NOTE 1 MOTOR RATED TOGGLE 12 -12 - 3/4' LMC1 7 1 FXHAIIST FAN CONNFCTION SCHFDII F NOTES. 1. PROVIDE POWER PACK TO START EXHAUST FAN UPON ACTIVATION OF LIGHTS IN EITHER RESTROOM. COORDINATE WITH LIGHTING CONTROLS CONTRACTOR. HRV CONNECTION SCHEDULE MARK NO- HRV-AI.1 SERVES K9, SWAT, EQPT, ARMORY, RIFLE/GUN CLEANING VOLTAGE 120 V POLES 1 HP 1/2 CFM 1035 VA/PHASE 2256 VA MCA 24 A MOCP 30 A STARTER DISCONNECT BY DIV 23 BRANCH CIRCUIT P/N -G-C 10-10-34' PANEL RLMA1 CIRCUIT 27 NOTES HRV-AI-2 LARGE EVIDENCE, EVIDENCE WEST 480 V 3 2 1760 1760 VA 7A 15A BY DIV 23 12.12.3M" RHMA2 2,4,8 HRV-AI.3 EVIDENCE EAST, DRUGS 480 V 3 2 1760 1780 VA 7A 15A BY DIV 23 12.12.3M" RHMA2 8,10,12 SPLIT SYSTEM INDOOR UNIT CONNECTION SCHEDULE MARK NO. SERVES VOLTAGE POLES HP CFM VA/PHASE MCA MOCP STARTER DISCONNECT NON -FUSED BRANCH CIRCUIT PIN -0•C PANEL CIRCUIT NOTES AC-A107 208 V 2 920 50 VA 1 A 40 A MOTOR RATED TOGGLE 12 -12 - 314' RLMA1 14,16 1,2 AC-A113 206 V 2 920 50 VA 1 A 30 A MOTOR RATED TOGGLE 12 -12 - 314- RLMA1 18,20 1,2 AC-A209 208 V 2 920 50 VA 1 A 40 A MOTOR RATED TOGGLE 12-12.3/4" RLMA2 31,33 1,2 AC-A224 208 V 2 920 50 VA 1 A 30 A MOTOR RATED TOGGLE 12 -12. 314" RLMA2 23,25 1,2 AC-A225 208 V 2 920 50 VA 1 A 30 A MOTOR RATED TOGGLE 12.12.3/4" RLMA2 19,21 1,2 AC B120 208 V 2 920 50 VA 1 A 30 A MOTOR RATED TOGGLE 12-12.3/4" RLMA1 10,12 1,2 AC-C132 208 V 2 920 50 VA 1 A 30 A MOTOR RATED TOGGLE 12 -12 - 3/4" LMC1 31,33 1,2 SPLIT SYSTEM CONNECTION KEYED NOTES 1. PROVIDE 120V CONDENSATE PUMP 2. COORDINATE EMERGENCY POWER TO EXTERNAL CONDENSATE PUMP WITH ELECTRICAL CONTRACTOR. SPLIT SYSTEM CONDENSER UNIT CONNECTION SCHEDULE MARK NO. SERVES VOLTAGE POLES HP CFM VAIPHASE MCA MOCP STARTER DISCONNECT NON -FUSED BRANCH CIRCUIT PIN -G•C PANEL CIRCUIT NOTES CU-AC•A107 AC-A107 208 V 2 0 2080 VA 25A 40 A 30A/3P NEMA 3R 10.10.3I4" RLMA1 14,16 CU-AC-A113 AC-A113 208 V 2 0 1482 VA 19A 30 A 30A/3P NEMA 3R 10 -10 - 3/4" RLMA1 18,20 CU-AC-A209 AC-209 208V 2 0 2080 VA 25A 40A 30A/3PNEMA3R 10-10-3M" RLMA2 31,33 CU-AC-A224 AC-A224 208V 2 0 1482 VA 19A WA 30N3PNEMA3R 10-10-3/4" RLMA2 23,25 CU-AC-A225 AC-A225 208V 2 0 1482 VA 19A 30A 30/V3PNEMA3R 10-10-3/4" RLMA2 19,21 CU-AC-8114 AC-B114 208V 2 0 1482 VA 19A 30A 30A/3PNEMA3R 10-10-314" RLMA1 10,12 CU-AC-0132 AC-C132 208V 2 0 1482VA 19A 30A 30A/3PNEMA3R 10-10-3/4" LMC1 31,33 SPLIT SYSTEM HEAT PUMP INDOOR CONNECTION SCHEDULE MARK NO. SERVES VOLTAGE POLES HP CFM VAIPHASE MCA MOCP STARTER DISCONNECT BRANCH CIRCUIT PIN - G - C PANEL CIRCUIT NOTES IU-B107 208 V 2 512 316 VA 3 A 30 A MOTOR RATED TOGGLE 10 -10 - 3/4" RLMA2 2,4 1,2,3 IU-C128 208 V 2 425 120 VA 1 A 30 A MOTOR RATED TOGGLE 10.10.3/4" RLMA2 35,37 1,2,3 IU-C129 208 V 2 425 120 VA 1 A 30 A MOTOR RATED TOGGLE 10 -10 - 3/4" RLMA2 39,41 1,2,3 SPUT SYSTEM CONNECTION KEYED NOTES 1. PROVIDE 120V CONDENSATE PUMP 2. COORDINATE EMERGENCY POWER TO EXTERNAL CONDENSATE PUMP WITH ELECTRICAL CONTRACTOR. 3. INDOOR UNIT POWERED VIA OUTDOOR UNIT. SPLIT SYSTEM HEAT PUMP OUTDOOR CONNECTION SCHEDULE MARK NO. SERVES VOLTAGE POLES HP CFM VAIPHASE MCA MOCP STARTER DISCONNECT BRANCH CIRCUIT PIN •G•C PANEL CIRCUIT NOTES OU-B107 IU-B107 208V 2 0 1581 VA 19A 30A 30A4PNEMA3R 10.10-34" RLMA2 2,4 OU- 128 IU-C126 208 V 2 0 915 VA 11 A W A 30A/3P NEMA 3R 10.10.314" RLMA2 35,37 OU-C129 IU-C129 208 V 2 0 915 VA 11 A W A 30AI3P NEMA 3R 10 -10 - 3/4' RLMA2 39,41 EL1 9-0480 RECE! VEI) CITY OF 7 it:V LA JUN052019 PERMIT CENTER GENERAL MECHANICAL EQUIPMENT CONNECTION NOTES, A THE INFORMATION PROVIDED ON THIS SHEET IS FOR A SPECIFIC MANUFACTURER. THE ACTUAL MANUFACTURER FOR THE EQUIPMENT MAY BE DIFFERENT. COORDINATE WITH MECHANICAL EQUIPMENT SUBMITTALS FOR ACTUAL LOADS, CIRCUIT AMPACITY, AND OVERCURRENT PROTECTION REQUIREMENTS PRIOR TO ELECTRICAL HOOKUP. B. LOCATE ALL DISCONNECTING MEANS PER NEC AND AHJ REQUIREMENTS. STARTERS ARE SEPARATELY MOUNTED UNLESS NOTED OTHERWISE. C. UNLESS NOTED OTHERWISE, CONTROL OF ALL MECHANCIAL DEVICES BY DIV 23. COORDINATE WITH DIV 23 AND CONTROLS SUBMITTAL FOR REQUIRED POWER AND DATA CONNECTIONS TO BMS CONTROLLERS. • O / O/7Ot^ CONFORMED SET Issue Date - 05.10.2019 Revisions 4 03.1a19-AD04 5 03.15.19-ADD5 OF: .14 5 M JUL 3 12019 City of Tukwila I S1�u 73-17158-00 MECHANICAL CONNECTION SCHEDULES E7.3 PANEL: 11MC1 LOCATION: ELECTRICAL C128 VOLTS: 480277 Wye MOUNTING: SURFACE ' • '• PHASES: 3 FED FROM: MSB MAIN BREAKER MLO -A-14 WIRES: 4 INTEGRAL SPD: NO SCCR 42K LUG ACCESSORIES: NONE OCT CIRCUIT DESCRIPTION P PHASE A (VA) PHASE B (VA) PHASE C (VA) P CIRCUIT DESCRIPTION OCT TRIP TYPE TYPE TYPE TYPE imp 1 CU•C1.1 20 3 M 3,325 3,325 M 3 20 CU-C1-2 2 3 - - - - - 3,325 3,32.5 - - - - - 4 5 - - - - - 3,325 3,325 - - - - - 6 7 DOAS•C1 20 3 M 3,723 0 - 3 20 SPARE 8 9 - - - - - 3,723 0 - - - - - 10 11 - - - - - 3,723 0 - - - - - 12 13 EDGC121 15 1 H 1,100 0 - 3 20 SPARE 14 15 WH.C112 15 1 H 1,100 0 - - - - - 16 17 C136 15 1 H 2,200 0 - - - - - 18 19 SPARE 15 1 - 0 0 - 3 20 SPARE 20 21 SPARE 15 1 - 0 0 - - - - - 22 23 SPARE 15 1 - 0 0 - - - - - 24 25 SPARE 20 1 - 0 13,064 1# M 3 70 TC1 28 27 SPARE 20 1 - 0 11,618 - - - - - 28 29 SPARE 20 1 - 0 11,454 - - - - - 30 TOTAL LOAD: 24557 VA 23091 VA 24027 VA TOTAL AMPS 89 A 83 A 87 A LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D... ESTIMATED DEMAND (VA) WAND FACTOR NOTES NKR TYPE PAWL TOTALS L LIGHTING 0 VA 0.00% 0 VA CONTINUOUS LOAD 0 125% G = GFCI (5mA) R RECEPTACLES 0 VA 0.00% OVA FIRST 10KVA 0100%, REMAINDER it 50% GP = GFCI (30mA) CONNECTED LOAD: 72 WA K KITCHEN OVA 000% OVA NON -DWELLING KITCHEN LOADS, NEC ART. 220 ST=SHUNT TRIP ESTIMATED OBMIC: 72 WA LM LARGEST MOTOR 0 VA 0.00% OVA LARGEST MOTOR, NEC ART. 430 LO= LOCK OUT CONNECTED CURRENT: 86 A M MOTOR 45275 VA 100.00% 45275 VA BID CURRENT: 86 A C COCUNG OVA 0.00% OVA H HEATING 28400 VA 100.00% 26400 VA 0 OTHER 0 VA 0.00% 0 VA Spare SPARE OVA 0.00% OVA NOTES: PANEL: LMC1 LOCATION: ELECTRICAL C128 VOLTS: 208Y1120 MOUNTING: SURFACE : 4. A PHASES: 3FED FROM: TC1 MAIN BREAKER: 15013 --A144 WIRES: 4 INTEGRAL SPO: NO SCCR: 10K LUG ACCESSORIES: NONE L CIRCUIT DESCRIPTION P L�OAED PHASE A (VA) PHASE B (VA) PHASE C (VA) LOAD TypE P DKR TipP CKT CIRCUIT OESCRP110N 1 VRF-AREAC 25 2 M 1,566 180 M 2 15 BCC1 2 3 - - - - - 1,566 180 - - - - - 4 5 DB14C120 20 1 M 900 1,000 H 2 15 C UH•1 6 7 EF-C125, EF-C1378 EF-C140 15 1 M 1,248 1,000 - - - - - 8 9 EF-C1048EF-C110 15 1 M 720 1,000 H 2 15 CUH4 10 11 EF•C119 15 1 M 350 1,000 - - - - - 12 13 D H-C100A 15 1 H 1,200 1,000 H 2 15 CUH-3 14 15 DOH-C10013 15 1 H 1,200 1,000 - - - - - 18 17 OBI4C100C,C100D 20 1 H 1,500 1,000 H 2 15 CUH4 18 19 DB1-4C100E,C100F 20 1 H 1,500 1,000 - - - - - 20 21 OBHC103G,C100H 20 1 H 1,500 1,000 H 2 15 CUH45 22 23 01314C1001 15 1 H 1,20D 1,000 - - - - - 24 25 DBHC100J 15 1 H 1,200 528 M 1 15 EF-A109 8 EF-A119 26 27 DBH -C100K 15 1 H 1,200 0 - 1 20 SPARE 26 29 OBHCIOOL,C10014 20 1 H 1,600 770 M 2 15 EF•C135A&EF-C135B 30 31 CU-AC-C132 30 2 M 1,532 770 - - - - - 32 33 - - - - - 1,532 720 M 1 15 EF-A218, EF-A241 34 35 SPARE 15 2 - 0 1,224 M 1 15 EF-A1018 EF-A206 38 37 - - - - - 0 360 M 1 15 EF-A153 38 39 SPARE 20 2 - 0 0 - 1 20 SPARE 40 41 - - - - - 0 0 - 1 20 SPARE 42 TOTAL LOAD: 13084 VA 11618 VA 11454 VA TOTAL AMPS 109A 97A 95A LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DINAR D_ ESTIMATED DEMAND (VA) DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS L LIGHTING 0 VA 0.00% 0 VA CONTINUOUS LOAD 0125% G= GFG (5mA) R RECEPTACLES 0 VA 0.00% 0 VA FIRST 10KVA ©100%, REMAINDER I$ 50% GP = GFCI (3GM) CONNECTED LOAD: 36 WA K KITCHEN OVA 000% OVA NON -DWELLING KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND: 36 WA LII LARGEST MOTOR OVA 0.00% 0VA LARGEST MOTOR, NEC ART. 430 LO = LOCK OUT CONNECTED CURRENT: 100 A M MOTOR 14156 VA 100.00% 14156 VA HD CURRENT: 100 A C COOING OVA 0.00% OVA H HEATING 22000 VA 100.00% 22000 VA 0 OTHER OVA 0.00% OVA Spare SPARE 0 VA 0.00% 0 VA NOTES: PANEL: LPC1 LOCATION: ELECTRICAL C128 VOLTS: 208Y 1120 MOUNTING: SURFACE A PHASES: 3 FED FROM: TC2 :• rvi' WIRES: 4 INTEGRAL SPO: YES SCCR: 10K LUG ACCESSORIES: NONE CKT CU1CUIT DESCRIPTION TRW P lYPE L PE PHASE A (VA) PHASE B (VA) PHASE C (VA) TL P BKR Trap CIRCUIT DESCRIPTION OCT 1 REC-C138,C140 20 1 R 1,086 518 L; K 1 20 REC•B118 COUNTER 2 3 REC-C133 20 1 R 1960 4,000 K 2 50 RC•C-8118 RANGE 4 5 RECC135 NORTH 20 1 R 9E0 4,000 - - - - - 6 7 REC-C135 FLOOR BOX 20 1 R 900 560 K 1 20 REC-6118 COUNTER 8 9 REC•C135 SOUTH 20 1 R 1,440 500 K 1 20 REC8118 COUNTER 10 11 REC•C135 JUDGE 20 1 R 1,080 500 K 1 20 REC-8118 DISHWASHER B INSTA HOT 12 13 REC•C120,C125C127 20 1 R 906 500 K 1 20 GARBAGE DISPOSAL-8118 14 15 REC•C128•C129 20 1 R 720 500 K 1 20 REC•6118COUNTER 16 17 REGC123C124 20 1 R 1,440 1,000 K 1 20 REC•B118MICROWAVE 18 19 REC-C121-C122 20 1 R 1,080 1,0E0 K 1 20 REC•8118 MICROWAVE 20 21 REC•C122 COPIER 20 1 R 1,000 1,000 K 1 20 REC-8118 MICROWAVE 22 23 REC-C118 20 1 R 900 1,000 K 1 20 REC-9118 FRIDGE 24 25 REC-C118ISCROWAVE 20 1 R 1,500 1,000 K 1 20 REGB118FRIDGE 26 27 REGC118FRIDGE 20 1 R 1,000 1,000 K 1 20 REC•8118FRIDGE 28 29 REC-C118 COUNTER 20 1 L; R 370 1,080 R 1 20 REC•C100-C101 30 31 RECC107-C106 20 1 R 1,080 250 0 1 20 IDF-C132- CARD ACCESS CONTROL 32 33 REC-C1054106 20 1 R 906 250 0 1 20 IDF-C732- CARD ACCESS CONTROL 34 35 REC-C100,C103 20 1 R 1,080 180 R 1 20 IDFLY32- CAW BACKBOARD 36 37 10E-C132 20 1 0 500 0 - 1 20 SPARE 38 39 IDFC132 20 1 0 500 0 - 1 20 SPARE 40 41 I1 -C132 20 1 0 500 0 - 1 20 SPARE 42 43 O IDF C132 20 1 0 500 0 - 1 20 SPARE 44 45 O IDF C132 20 1 0 500 0 - 1 20 SPARE 46 47 O ICF C132 20 1 0 500 0 - 1 20 SPARE 48 49 IOF-C132-RECEPTACLE 20 1 R 540 0 - 1 20 SPARE 50 51 REGC111 20 1 R 1,080 0 - 1 20 SPARE 52 53 RECC114C114 20 1 R 1,266 0 - 1 20 SPARE 54 55 REC-C115 20 1 R 720 0 - 1 20 SPARE 56 57 FURNINIURE-C112 20 1 R 1,440 0 - 1 20 SPARE 58 59 REC-C112 MICROWAVE 20 1 R 1,000 0 - 1 20 SPARE 60 61 RECL112 FRINGE 20 1 R 1,000 0 - 1 20 SPARE 62 63 REGC112 COUNTER 20 1 L; R 190 0 - 1 20 SPARE 64 65 FIIRNINRIRE-C112 20 2 R 720 0 - 1 20 SPARE 66 67 - - - - - 720 0 - 1 20 SPARE 88 69 REC-C112 20 1 R 900 0 - 1 20 SPARE 70 71 RECC117COPIER 20 1 R 1,000 0 - 1 20 SPARE 72 73 RECC116-C117 20 1 R 540 0 - 1 20 SPARE 74 75 FURNTNREC116 20 1 R 1,440 0 - 1 20 SPARE 78 77 REC-C111 20 1 R 1,080 0 - 1 20 SPARE 78 79 RECROOFAREA C 20 1 R 540 0 - 1 20 SPARE 80 81 REC-C119 20 1 R 546 0 - 1 20 SPARE 82 83 REC-C140,C1434144 20 1 R 540 0 - 1 20 SPARE 84 TOTAL LOAD: 15460 VA 20172VA 20136 VA TOTAL AMPS 129A 174A 174A LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN 0... ESTIMATED DEMAND (VA) OEMAID FACTOR NOTES 810! TYPE PANEL TOTALS L LIGHTING 38 VA 125.00% 48 VA CONTINUOUS LOAD @ 1257E G = GFCI (5eA) R RECEPTACLES 35150 VA 6422% 22575 VA FIRST 10KVA 0100%, REMAINDER 0 50% GP= GFCI (30rM) CONNECTED LOAD: 56 WA K KITCHEN 17060 VA 85.00% 11102 VA NON-OWELUNG KITCFBN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND: 37 WA LI LARGEST MOTOR 0 VA 000% 0 VA LARGEST MOTOR, NEC ART. 430 LO = LOCK CUT CONNECTED CURRENT: 155 A M MOTOR OVA 0.00% OVA END CURRENT: 103A C COOLING OVA 0.00% OVA H HEATING OVA 0.00% OVA 0 OTHER 3500 VA 100.00% 3500 VA Spare SPARE OVA 0.00% OVA NOTES: PANEL: HLC1 LOCATION: ELECTRICAL C128 VOLTS: 480Y / 277 MOUNTING: SURFACE . . • I' PHASES: 3 FED FROM: MSB MAIN BREAKER: MLO WIRES: 4 INTEGRAL SPD: NO A SCCR: 42K LUG ACCESSORIES: NONE A•14. CKT CIRCUIT DESCRIPTION TRW P TYPE LTY�PE PRASE A(VA) PHASE B (VA) PHASE C (VA) LOAD TYPE ROT TYPE P BKR nip CIRCUIT DESCRIPTION OCT 1 LTGAREA C 20 1 L 3,427 0 - 1 20 SPARE 2 3 LTGCOURTSLOBBY 20 1 L 587 0 - 1 20 SPARE 4 5 LTG -RAG POLE 20 1 L 154 0 - 1 20 SPARE 8 7 LTGCOURTS LOBBY SIGNAGE 20 1 L 180 0 - 1 20 SPARE 8 9 LTG RECORD LOBBY SIONAGE 20 1 L 180 0 - 1 20 SPARE 10 11 LTG-WTERIOR DECORATIVE POLES 20 1 L 1500 0 - 1 20 SPARE 12 13 LTGEXTH80RBLDGSIGNAGE 20 1 L 500 0 - 1 20 SPARE 14 15 SPACE ONLY - - - - 0 0 - 1 20 SPARE 16 17 SPACE ONLY - - - - 0 0 - 1 20 SPARE 18 TOTAL LOAD: 4107 VA 767 VA 1654 VA TOTAL AMPS 15A 3A 6A LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D.. ESTIMATED DEMMD (VA) DEMMID FACTOR NOTES BKR TYPE PANEL TOTALS L LIGHTING 6528 VA 125.00% 8160 VA CONTINUOUS LOAD 0 125% G= GFCI (5mA) R RECEPTACLES 0 VA 0.00% 0 VA FIRST 10KVA 0 100%, (REMAINDER Q 50% GP = OFCJ (30mA) CONNECTED LOAD: T WA K KITCHEN 0 VA 0.00% 0 VA NONCMIEL JNG KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND: B WA LM LARGEST MOTOR OVA 0.0014 OVA LARGEST MOTOR, NEC ART. 430 tOt LOCK OUT CONECTEDCURRENT: BA M MOTOR OVA 0.00% OVA END CURRENT: 10A C COXING OVA 0.00% OVA H HEATING OVA 0.00% OVA 0 OTHER OVA 0.00% OVA Spas SPARE OVA 0.00% OVA NOTED: EL1 9-0480 CORRE9TION LTR* RECEI'•. FD CITE OF TUKWILA jr,:t 1 / L5U PERMIT CENTER ELDLtO • G 11.1./701e L.L LU H Z L1J U W H -J I - CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03.15.19•ADD 5 A-8 6/10'19 A•10 6/21119 00 PLIAPICEFWIT'1-, N PA 70 • w C JUL 3 1 2019 CRy of Tints BUILDING DIVISION ' 73-17158-00 PANEL SCHEDULES E8.1 C:IRevit\73-17158-00 TJC_MEP_2018_Central_Seanpavery.rvt 7/11/2019 4:17:20 PM PANEL: RHLA2 0:r CAL A209 VOLTS: 480Y / 277 MOUNTING: SURFACE BUS RATING: 60 A PHASES: 3 FED FROM: RDP MAIN BREAKER: MLO A WIRES: 4 INTEGRAL SPD: NO A 14 SCCR: 14K LUG ACCESSORIES: NONE CKT CIRCUIT DESCRIPTION BKR TRIP P PIPE LTY�PE PHASE A (VA) PHASE B (VA) PHASE C (VA) LTOP�E TYPE P TRIP CIRCUIT DESCRIPTION CKT 20 1 L 3,565 0 - 1 20 SPARE 2 1 LTG -AREA A NORTH 20 1 L 3,150 0 - 1 20 SPARE 4 3 LTG•AREA2AOPEN OFFICE, CORRIDOR 5 LTGAREAASOUTH 20 1 L 2,349 0 - 1 20 SPARE 6 7 LTG -ARE -A 2A OFFICES 20 1 L 2,546 0 - 1 20 SPARE 8 9 LTGLOCKERS,SHOWERS,EXERCISE 20 1 I. 1,750 0 - 1 20 SPARE 10 11 LTG -STAIR 20 1 L 164 0 - 1 20 SPARE 12 13 LTG-AREAB 20 1 L 3,047 0 - 1 20 SPARE 14 15 SPACE ONLY - - - - 0 0 - 1 20 SPARE 16 17 SPACE ONLY - - - - 0 0 - 1 20 SPARE 18 19 SPACE ONLY - - - - 0 0 - 1 20 SPARE 20 21 SPACE ONLY - - - - 0 0 - 1 20 SPARE 22 23 SPACE OILY - - - - 0 0 - 1 20 SPARE 24 25 SPACE CNLY - - - - 0 0 - 1 20 SPARE 28 27 SPACE CULT - - - - 0 0 - 1 20 SPARE 28 29 SPACE ONLY - - - - 0 0 - 1 20 SPARE 30 31 SPACE ONLY - - - - 0 0 - 1 20 SPARE 32 33 SPACE ONLY - - - - 0 0 - 1 20 SPARE 34 35 SPACE ONLY - - - - 0 0 - 1 20 SPARE 36 37 SPACE ONLY - - - - 0 0 - 1 20 SPARE 38 39 SPACE ONLY - - - - 0 0 - 1 20 SPARE 40 20 SPARE 42 41 SPACE ONLY - - - - 0 0 - 1 TOTAL LOAD: 9198 VA 4899 VA 2513 VA TOTAL AMPS 35A 19A 9A LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D._ ESTIMATED DEMAN®(VA) DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS L UGHTING 16810 VA 125.00% 20763 VA CONTINUOUS LOAD (4125% G = GFCI (5mA) R RECEPTACLES 0 VA 0.00% 0 VA FIRST 10KVA @ 100%, REMAINDER ® 50% GP = GFO (30mA) CONNECTED LOAD: 17 WA K KITCHEN OVA 0.00% 0 VA NON-DWELUNG KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND: 21 WA LA1 LARGEST MOTOR 0 VA 0.00% 0 VA LARGEST MOTOR, NEC ART. 430 L0= LOCK OUT CONNECTED CURRENT: 20 A M MOTOR OVA 0.00% OVA BID CURRENT: 25A C COOLING OVA 0.00% OVA H HEATING OVA 0.00% OVA 0 OMER OVA 0.00% OVA Spare SPARE 0 VA 0.00% 0 VA NOTES: PANEL: RHMA2 LOCATION: ELECTRICAL A209 VOLTS: 480Y (277 MOUNTING: SURFACE • , .. '' . PHASES: 3 FED FROM: RDP MAIN BREAKER: MLO A WIT: 4 INTEGRAL SPD: NO A`14 SCCR: 14K LUG ACCESSORIES: NONE CKT CIRYPE CUIT DESCRIPTION P L0 A B C PP CIRCUIT DESCRIPTION CKT TRIP TYPE TYPE TYPE1 T CU4tI.1 20 3 M 3,325 1,760 M 3 15 HRV-A1-2 2 3 - - - - - 3,325 1,760 - - - - - 4 5 - - - - - 3,325 1,760 - - - - - 6 7 CIM1.2 20 3 M 3,325 1,760 M 3 15 HRV-A13 8 9 - - - - - 3,325 1,760 - - - - - 10 11 - - - - - 3,325 1,760 - - - - - 12 13 DOAS-A2 60 3 M 10,725 6,207 M 3 40 CU431 14 15 - - - - - 10,725 6,207 - - - - - 16 17 - - - - - 10,725 6,207 - - - - - 18 19 DOAS-A1 25 3 M 4,166 4,300 H 1 20 EOH-A207 20 21 - - - - - 4,166 700 H 1 15 EDHA144 22 23 - - - - - 4,168 2,300 H 1 15 EDH.A153 24 25 DOAS41 20 3 M 3413 6,800 H 1 40 EDH8118 26 27 - - - - - 3,413 6,003 M 1 30 EDH-A137 28 29 - - - - - 3,413 6 400 H 1 30 HRV40-1 30 31 EDH-A237 15 1 H 1,300 10,800 H 1 50 EDH-HRWA1-2 32 33 EDHA228 15 1 H 1,300 10,800 H 1 50 EDFEHRV-A13 34 35 ED14-A232 15 1 H 3,000 0 - 1 15 SPARE 36 37 ED44A223 20 1 H 4,200 24,457 H; M 3 100 LRTA2 38 39 EDH•A221 15 1 H 800 26,189 - - - - - 40 41 EDH-A217 15 1 H 1,100 18,280 - - - - - 42 43 ED14A215 15 1 H 1,400 0 - 1 20 SPARE 44 45 EDNA213 15 1 H 2,200 0 - 1 20 SPARE 46 47 ED14A208 20 1 H 3,700 0 - 1 20 SPARE 48 49 ACPA-1 20 3 M 1,330 0 - - - - SPACE ONLY 50 51 - - - - - 1,330 0 - - - - SPACE ONLY 62 53 - - - - - 1,330 0 - - - - SPACE ONLY 54 55 SPARE 20 1 - 0 0 - - - - SPACE ONLY 58 57 SPARE 20 1 - 0 0 - - - - SPACE ONLY 58 59 SPARE 20 1 - 0 0 - - - - SPACE ONLY 60 81 0M21 30 3 M 4,434 0 - - - - SPACE ONLY 62 63 - - - - - 4,434 0 - - - - SPACE ONLY 64 65 - - - - - 4,434 0 - - - - SPACE ONLY 66 67 CU-A2 2 25 3 M 3,990 0 - - - - SPACE ONLY 6B 69 - - - - - 3,990 0 - - - - SPACE ONLY 70 71 - - - - - 3,990 0 - - - - SPACE ONLY 72 73 SPARE 20 3 - 0 0 - - - - SPACE ONLY 74 75 - - - - - 0 0 - - - - SPACE ONLY 76 77 - - - - - 0 0 - - - - SPACE ONLY 78 79 SPARE 20 3 - 0 0 - - - - SPACE ONLY 80 81 - - - - - 0 0 - - - - SPACE ONLY 82 83 - - - - - 0 0 - - - - SPACE ONLY 84 TOTAL LOAD: 99692 VA 92404 VA 79195 VA TOTAL AMPS WA 341A 206A LOAD TYPE LOAD DESCRIPTOR CONNECTED LOAD (VA) DEMAN D... ESTIMATED DEMAND (VA) DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS L LIGHTING 0 VA 0.00% OVA CONTINUOUS LOAD 0125% G = GFCI (SM) R RECEPTACLES 0 VA 0.00% OVA FIRST 10KVA ft 100%, REMAINDER @ 50% GP = GFCI (30mA) CONNECTED LOAD: 271 WA K KITCHEN 0 VA 0.00% OVA NON -DWELLING KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMNID: 271 WA LM LARGEST MOTOR 0 VA 0.00% OVA LARGEST MOTOR, NEC ART .430 LO = LOCK OUT CONNECTED CURRENT: 326 A M MOTOR 185791 VA 100.00% 185791 VA END CURRENT: 326 A C COOLOIG OVA 0.00% OVA H HEATING 85500 VA 100.00% 85500 VA 0 OTHER OVA 0.00% OVA Spare SPARE OVA 0.00% OVA NOTES: PANEL: RLPC1 • i • v : - NCY ELECTRICAL C129 VOLTS: 208Y/ 120 MOUNTING: SURFACE BUS RATING: 150 A PHASES: 3 FED FROM: LRTC1 MA N BREAKER: 150/3 A WIRES: 4 INTEGRAL SPD: NO �_A-14 SCCR: 10K LUG ACCESSORIES: NONE CKT CIRCUIT DESCRIPTION 7 pTYPE TYPE PHASE A(VA) PHASE Et (VA) PHASE C (VA) LTY�PE BAR TYPE P111110 SKR CIRCUIT DESCRIPTION CKT 1 REC-8115 20 1 R 1,440 1,000 R 1 20 REC4107 MICROWAVE 2 3 REC4114 20 1 R 1,260 500 R 1 20 REC8107 COUNTER 4 5 REC4111 PRINTER 20 1 R 180 1,800 R 1 20 REC4110 6 7 REC4111 PLOTTER 20 1 R 180 720 R 1 20 REC8110 CHARGING 8 9 REC4111 COPIER 20 1 R 1,000 720 R 1 20 REC-B110 CHARGING 10 11 REC8106 20 1 R 1,820 720 R 1 20 REC8116 3117 12 13 REC8102 20 1 R 1,820 720 R 1 20 DOOR OPERATOR-VESTBULE 13119 14 15 REC-B102 FLOOR BOX 20 1 R 1,410 900 R 1 20 REC4117 WELLNESS 18 17 REC4102 20 1 R 1,440 1,200 R 1 20 REC-8117 WEUtESS FRIDGE 18 19 REC4103 COMER 20 1 R 360 1,266 R 1 20 REC-13109,13112.8113 20 21 REC$103 MICROWAVE 20 1 R 1,000 180 R 1 20 REC-B120 ELEV MACH RAT 22 23 DOOR OPERATOR-LOBBY11100 20 1 R 540 180 R 1 20 RECELEVATOR 24 25 REC B107 EAST 20 1 R 900 1,440 M 1 15 NORTH PARKING LOT GATE 26 27 DOOR OPERATOR -LOBBY B100 20 1 R 540 1,440 M 1 15 NORTH SALLY PORT GATE 28 29 REC-3107 SOUTH 20 1 R 900 1,000 R 1 20 GENBATTERY CHARGER 30 31 REC4107 FLOOR BOX 20 1 R 1,440 1,360 R 1 20 GEN-BLANKET HEATER 32 33 REC4107 WEST 20 1 R 1,080 34 35 REC-8107 COUNTER 20 1 R 680 0 - 1 20 SPARE 36 37 REC4107 FRIDGE 20 1 R 1,000 0 - 1 20 SPARE 38 39 REC4107 COUNTER 20 1 R 500 0 - 1 20 SPARE 40 41 REC4107 FRIDGE 20 1 R 1,000 0 - 1 20 SPARE 42 TOTAL LOAD: 12092 VA 9233 VA 11260 VA TOTAL AMPS 103 A 77 A 96 A LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D_. ESTIMATED DEMAND (VA] DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS L LIGHTING OVA 0.00% OVA CONTINUOUS LOAD Q125% G=GFCI (5nA) R RECEPTACLES 32386 VA 65.44% 21193 VA FIRST 10KVA 0100%, REMAINDER ft 50% GP= GFCI (30M) CONNECTED LOAD: 3251 WA K KITCHEN 0VA 0.00% OVA NCI4.OWBIJNG KFTC&I LOADS, NEC ART. 220 LO=LOCK OUT CONNECTED CURRENT: 90A LAI LARGEST MOTOR OVA 0.00% OVA LARGEST MOTOR, NEC ART. 430 SID CURRENT: 59 A M MOTOR 2880 VA 100.00% 2880 VA 0 OTHER OVA 0.0D% OVA EV EV CHARGER 0 VA 0.00% 0 VA CONTINUOUS LOAD ft 125% %se SPARE OVA 0.00% OVA NOTES: EL1 9-0480 k-erry arr. • 07i 1 2017 w I- z w U w 0 v/ D Q -J F- CONFORMED SET Issue Date - 05.10.2019 Revisions 4 03.13.19-ADD4 A-8 6/10/19 NFPF.7(. ''.0 JUL 3 12019 City of Tukwlle 73-17158-00 PANEL SCHEDULES E8.2 A PANEL: RLPA1 A A-14 • VOLTS: 208Y/120 MOUNTING: SURFACE BUS RATING: 225 A PHASES: 3 FED FROM: RLPA2 MAIN BREAKER: 225(3 WIRES: 4 INTEGRAL SPD: YES SCCR: 10K LUG ACCESSORIES: NONE CKT CIRCUIT DESCRIPTION TRW P TAPE TT�PE A B C LYE TYPEP . 8101 RW CRCUITDESCRIPTION CKT 1 REC-A119,EXTERIOR 20 1 R; M 780 1,440 R 1 20 REC-A130 2 3 REC-A136A138 20 1 R 900 360 R 1 20 FURNITURE- OFFICEA130 4 5 MDFA107-CATVRTB.ERECEPT 20 1 R 180 380 R 1 20 FURNITURE- OFFICEA130 6 7 MDFA107-CAI RECEPT 20 1 R 180 1,080 R 1 20 REC-A130 8 9 MCC A107•CAIRECEPT 20 1 R 180 1,900 R 1 20 RECA127-A129 10 11 MOF-A107-RECEPT 20 1 R 540 1,000 R 1 20 REC-A129COPER 12 13 IDF-A113- CARD ACCESS CONTROL 20 1 R 180 908 R 1 20 REGA114 14 15 IDF-A113•CARD AG W30X 4TROL 20 1 R 180 1,280 R 1 20 REC-A111 16 17 IDF-A113-CA1VBACI030ARD 20 1 R 180 500 0 1 20 IDF-A113 - RADIO RACK 18 19 REC-A103A106 20 1 R 1,260 180 R 1 20 IDF-A113 • RADIO RACK 20 21 REC-A108-A109 20 1 R 1,260 500 0 1 20 IDFA113 • TD.2 RAC( 22 23 RECA108COPIER 20 1 R 1,000 500 0 1 20 IDF,A113-SE.2RACK 24 25 REGA100 KIOSK 20 1 R 100 540 R 1 20 RECA113 26 27 RECA110 20 1 R 720 1,410 R 1 15 RECA140EVIDENCE FRIDGE 2B 29 EWC•MOO 20 1 G R 370 1,440 R 1 20 REC-A134 30 31 RECA101-A102 20 1 R 906 1,086 R 1 20 REC-A134 32 33 REC-A118-A119 28 1 R 1,280 360 R 1 20 REGA137 CCRD REEL 34 35 REC-A117 20 1 R 720 500 R 1 20 REC-A137 COLNG DOOR 36 37 FURNITURE- EVIDENEA137 20 1 R 720 912 R 1 20 REGA136A144 38 39 RECA123 20 1 R 1,266 540 R 1 20 REC-A145,A146 40 41 DOOR OPERATOR-VES1BI11.E A133 20 1 R 1,080 1,080 R 1 20 REC-A146 DIVIDED RACEWAY 42 43 SOUTH PAR/ONG LOT GATE 15 1 M 1,440 1,080 R 1 20 REC-A146 DIVIDED RACEWAY 44 45 SOUTH SALLY PORT GATE 15 1 M 1,440 1,440 R 1 20 REC-A147 FLOOR BOX 46 47 Br-50 CHARGING PEDESTAL 50 2 R 3,800 720 R 1 20 RECA148A147 48 49 - - - - - 3,600 1,440 R 1 20 REGA147 50 51 S4-50 CHARGING PEDESTAL 50 2 R 3,60D 1,288 R M 1 20 REC-A153 52 53 - - - - - 3,600 500 R 1 20 RECA153 WASHER 54 55 REC414 VEHICLE CHARGING 50 1 R 4,800 2,250 R 2 30 REGA153 DRYER 56 57 FURNITURE- OFFICEA130 20 2 R 1,440 2,250 - - - - - 58 59 - - - - - 1,440 908 R 1 20 REC-A148-A152 60 61 FURNITURE- OFFICEA130 20 2 R 1,440 1,000 R 1 20 REC-A116FRIDGE 62 63 - - - - - 1,440 1,010 L; R 1 20 REGAL I6 COUNTER 64 66 65 FUURNITURE- CIRCUL ATICNA116 20 2 R 1,440 1,000 R 1 20 RECA116MICROWAVE 67 - - - - - 1,440 1,080 R 1 20 REC-A112 68 69 SPARE 20 1 - 0 0 - 1 20 SPARE 70 71 SPARE 20 1 - 0 0 - 1 20 SPARE 72 73 SPARE 20 1 - 0 0 - 1 20 SPARE 74 75 SPARE 20 1 - 0 0 - 1 20 SPARE 76 77 SPARE 20 1 - 0 0 - 1 20 SPARE 78 - 1 20 SPARE 80 81 P 1 2 R; 0 1, - 1 20 SPARE 82 - _ 0 1 20 FIRE ALARM CONTROL PANEL 84 �......_,`fir A.........2,128el 9i TOTAL AMPS 229 A 198 A 186 AAA LOAD TYPE LOAD DESCRPTION COMECTED LOAD (VA) DEAMN D- ESTIMATED DEMAND(VA) DEMAND FACTOR NOTES BKIR TYPE PANEL TOTALS L LIGHTING 10 VA 125.00% 13 VA CONTINUOUS LOAD @ 125% G= GFCI (51M) R RECEPTACLES 00065 VA 57.57% 38033 VA FIRST 10KVA It 100%, REMAINDER @ 50% C?= GFC (30mA) CONNECTED LOAD: 73 WA K KRCEN 0 VA 0.00% 0 VA NON•DWEUJNG KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND: 45 WA LAP LARGEST MOTOR OVA 0.00% OVA LARGESTMOTOR,tECART.430 LO= LOCK OUT CONNECTED CURRENT: SA M MOTOR 2890 VA 100.00% 2890 VA END CURRENT: 125A C COOLING OVA 0.00% OVA H HEATING OVA 0.00% OVA 0 OTHER 6401 VA 100.00% 6401 VA Spare SPARE OVA 1100% OVA NOTES: PANEL: RLMA1 LOCATION: MECH A119 VOLTS: 12C208 Wye MOUNTING: SURFACE •. •. .1 PHASES: 3 FED FROM: RLMA2 MAIN BREAKER: MLO M14 WIRES: 4 INTEGRAL SPD: NC SCCR: 10K LUG ACCESSORIES: NONE OCT CIRCUIT DESCRIPTION TRIP1 P T YPE A B C BKR TYPE P BKR TRIP CIRCUIT DESCRIPTION OCT T TYPE YPE VRF-AREAA 25 2 M 1,792 1,500 H 1 20 DBHM100kA100B 2 3 - - - - - 1,792 1,500 H 1 20 DOH•A100CA1000 4 5 0WH-1 iS 1 H 600 1,800 H 1 20 DBH-A100E,A100F 6 7 GW H-2 15 1 H 600 900 M 1 15 0131+8119 8 9 DB114133 15 1 H 900 1,532 M 2 40 CU4C43114 10 11 OBHIA148A,A1488A148C 25 1 H 2,400 1,532 - - - - - 12 13 DBHS1 15 1 H 600 2,130 M 2 40 CU•AC-A107 14 15 BC-A1 15 2 M 180 2,130 - - - - - 16 17 - - - - - 180 1,532 M 2 30 CU-AC-A113 18 19 BC$1 15 2 M 180 1,532 - - - - - 20 21 - - - - - 180 1,650 H 1 20 DBHN8100A,B100B 22 23 SBCA1 15 2 M 180 1,200 H 1 15 DB1181000 24 25 - - - - - 180 1200 H 1 15 DBH-B1001) 26 27 HRV-A1.1 30 1 M 2,25E 1,200 H 1 /5 DBH•B100E 28 29 CDP-1,CPD•2 S CDP3 15 1 M 120 1,200 H 1 15 DBH•B100F 30 31 CUH4 20 2 H 1,000 1,650 H 1 20 DBH43100G,B100H 32 33 - - - - - 1,000 1,350 M 1 20 DBH48116A,B1168 34 35 SPARE 20 1 - 0 0 - 2 20 SPARE 38 37 SPARE 20 1 - 0 0 - - - - - 38 39 SPARE 20 1 - 0 0 - 2 15 SPARE 40 41 SPARE 20 1 - 0 0 - - - - - 42 TOTAL LOAD: 13264 VA 1587D VA 10744 VA TOTAL MAPS 114A 134A 90A LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DBIAN D.- ESTIMATED DEMAND (VA) DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS L LIGHTING 0 VA 0.00% OVA CONTINUOUS LOAD @ 125% G = GFCI (51M) R RECEPTACLES 0 VA 0.00% 0 VA FIRST 10KVA @ 100%, REMAINDER @ 50% GP = GFCI (30mA) CONNECTED LOAD: 40 WA K KITCHEN 0 VA 0.00% 0 VA NON•DWEIUNG KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND: 40 WA LkI LARGEST MOTOR OVA 0.00% OVA LARGEST MOTOR, NEC ART. 430 LO=LOCK OUT CONNECTED CURRENT: 110 A M MOTOR 19678 VA 100.00% 19678 VA END CURRENT: 110 A C COOLING OVA 0.00% OVA H HEATING 20000 VA 100.00% 2000D VA 0 OTHER 0 VA 0.00% OVA Spat SPARE OVA 0.00% OVA NOTES: PANEL: RLPA2 • I • •' KCAL A209 VOLTS: 208Y (120 MOUNTING: SURFACE BUS RATING: 400 A PHASES: 3 FED FROM: LRTA1 -M14 N B 1 - • 41I/3 `- WIRES: 4 INTEGRAL SPD: YES SCCR: 10K LUG ACCESSORIES: NONE OCT CIRCUIT DESCRIPTION TRIIPP P TYPE TBKRL PHASE A(VA) PIIASEB(VA) PHASEC(VA) TypE T,pE P Tar CIRCUIT DESCRIPTION CKT 1 FURNITURE OPB4 OFFICE A213 20 2 R 1,080 1,000 R 1 20 REC-A220A222 2 3 - - - - - 1,080 1,080 R 1 20 REC-A214,A216 4 5 FURNITURE OPEN OFFICE A213 20 1 R 1,440 1,440 R 1 20 REC-A21641710 6 7 REC-A227-A229 20 1 R 1,280 1,000 R 1 20 REC-A212 COPIER 8 9 REGA203A212 20 1 R 1,800 1,000 R 1 20 REC-A227 COPIER 10 11 REGA215 20 1 R 1,440 1,080 R 2 20 FURNITURE OPEN OFFICE A228 12 13 REGA215 FLOOR BOX 20 1 R 1,440 1,090 - - - - - 14 15 FURNITURE OPEN OFFICE A217 20 2 R 1,080 1,440 R 1 20 REC-A233-A236 16 17 - - - - - 1,000 1,000 R 1 20 REC-A228 MICROWAVE 18 19 REC-A221 20 1 R 1,440 1,010 L, R 1 20 REC-A228 COUNTER 20 21 REC-A221 FLOOR BOX 20 1 R 1,620 1,000 R 1 20 REC-A228 FRIDGE 22 23 FURNITURE OPEN OFFICE A223 20 2 R 1,M0 1,080 R 1 20 REGA230,A231 24 25 - - - - - 1,440 900 R 1 20 REGA228,A232 26 27 FURNITURE OPEN OFFICE A223 20 2 R 1,440 1,440 R 1 20 REC-A232 FLOOR BOX 28 29 - - - - - 1,440 1,440 R 1 20 REGA237A238 30 31 REC-A223 FRIDGE 20 1 R 1,000 1,286 R 1 20 FURNITURE AND REC-A235,A241,A242 32 33 REC-A223 COUNTER 20 1 L; R 1,010 1,093 R 1 20 FURNITURE AND REC4235A239 34 35 REC-A223MICROWAVE 2D 1 R 1,000 1,000 R 1 20 RECA235FRIDGE 36 37 REC-A223, A225 20 1 R 1,080 1,010 L; R 1 20 IEC-A235 COUNTER 38 39 SPARE 20 1 - 0 1,000 R 1 20 REC-A235 MICROWAVE 40 41 SPARE 20 1 - 0 726 R 1 20 REC-A203 FEMALE LOCKERS 42 43 SPARE 20 1 - 0 370 R G 1 20 EWC-A201 44 45 REC-A208 20 1 R 1,536 300 R 1 20 FEMALE LOCKERS CHARGING A200 46 47 RECA208 PROJECTOR 20 1 R 720 350 R 1 20 FEMALE LOCKERS CHARGING A203 48 49 REC-A208 20 1 R 360 720 R 1 20 RECA241A242 50 51 REC-A208 20 1 R 360 1,440 R 1 20 REC-A228,A231A232 52 53 REGA206 20 1 R 900 500 0 1 20 IDF-A724- RACK TD.3 54 55 REGA206 20 1 R 900 500 0 1 20 IDF-A224- RACK TD.3 56 57 REC- ROOF AREA A 20 1 R 900 600 0 1 20 IDF-A224 - RACI(SE3 58 59 MALE LOCKERS CHARGING A205 20 1 R 450 500 0 1 20 IDFA224 - RACK SE3 60 61 MALE LOCKERS CHARGING A205 20 1 R 450 180 R 1 20 10E-A224 - CATV 62 63 MALE LOCKERS CHARGING A205 20 1 R 460 250 0 1 20 OF-A224 - CARD ACCESS CONTROL 64 65 PALE LOCKERS CHARGING- A205 20 1 R 450 250 0 1 20 IDF•A224- CARD ACCESS CONTROL 65 67 MALE LOCKERS CHARGING A205 2D 1 R 450 540 R 1 20 DF-A224 • RECEP'T 88 69 MALE LOCKERS CHARGING A206 20 1 R 450 70 71 MALE LOCKERS CHARGING-A205 20 1 R 450 0 - 1 20 SPARE 72 73 MALE LOCKERS CHARGING A205 20 1 R 300 0 - 1 20 SPARE 74 75 MALE LOCIO=RS CHARGING A205 20 1 R 300 0 - 1 20 SPARE 76 77 MOUE LOCKERS CHARGING A205 20 1 R 300 0 - 1 20 SPARE 78 79 MALE LOCKERS CHARGING A205 20 1 R 300 27,304 L; R; 0-.. 3 225 RLAP1 90 81 MALE LOCKERS CHARGING A205 20 1 R 450 23,522 - - - - - 82 83 REC•A205 MALE LOCKERS 20 1 R 900 22,318 - - - - - 84 TOTAL LOAD: 48310 VA 46330 VA 43551 VA TOTAL AMPS 406A 393A 363A LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D_ ESTIMATED DEMAND (VA) DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS L LIGHTING 40 VA 125.00% 50 VA CONTINUOUS LOAD @ 125% G = GFC (5mA) R RECEPTACLES 128796 VA 53.08% 69398 VA FIRST 10KVA @ 100%, REMAINDER @ 50% GP = GFCI (30 M) CONNECTED LOAD: 138 WA K KITCHEN OVA 0.00% OVA NON-DWEWNG KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND: 79 WA LM LARGEST MOTOR 0 VA 0.00% 0 VA LARGEST MOTOR, NEC ART. 430 LO= LOCK OUT CONNECTED CURRENT: 384 A M MOTOR 2890 VA 100.00% 2890 VA BD CURRENT: 219 A C COOLING OVA 0.00% OVA H HEATING OVA 0.00% OVA 0 OTHER 8889 VA 100.00% 8889 VA Spat SPARE OVA 0.00% OVA NOTES: PANEL: RLMA2 LOCATION: ELECTRICAL AMU VOLTS: 120/208 Wye MOUNTING: SURFACE MM PHASES: 3 FED FROM: LRTA2 -�4 WIRES: 4 INTEGRAL SPD: NO 'ir�JC -- A A '1 SCCR: 10K LUG ACCESSORIES: NONE OCT CIRCUIT DESCRPTION 1RIP PTYPE TYPE PHASE A (VA) PHASE B (VA) PHASE C (VA) TLT� TypE P T CIRCUIT DESCRIPTION CRT 1 VRF-AREA 2A 20 2 M 1,529 1,997 M 2 30 OU$107 & LI-B107 2 4 3 - - - - - 1,529 1,897 - - - - - 5 8BC-A2 15 2 N 180 1,178 81 2 20 VW-AREA2A 6 7 - - - - - 180 1,178 - - - - - 8 9 0 - 2 30 SPARE 10 11 BCA2 15 2 M 180 0 - - - - - 12 13 - - - - - 180 0 - 2 40 SPARE 14 15 VW-AREAB 20 2 M 1,176 0 - - - - - 16 17 - - - - - 1,176 0 - 2 15 SPARE 18 19 C1.1•AGA225 30 2 M 1,532 0 - - - - - 20 21 - - - - - 1,532 0 - 2 20 SPARE 22 23 CU-ACA224 30 2 M 1,532 0 - - - - - 24 25 - - - - - ' 1,532 0 - 1 20 SPARE 26 27 D8HS2A 15 1 H 1,200 0 - 1 20 SPARE 28 29 138H-S2B 15 1 H 1,200 0 - 1 20 SPARE 30 31 CU-AC-A209 40 2 M 2,130 0 - 1 20 SPARE 32 33 - - - - - 2,130 0 - 1 20 SPARE 34 35 OU-01288IUC128 30 2 M 1,035 0 - 1 20 SPARE 36 37 - - - - - 1,035 13,264 it M 3 150 RLMA1 38 39 OUC129 S IU•C129 30 2 M 1,035 15,670 - - - - - 40 41 - - - - - 1,035 10,744 - - - - - 42 TOTAL LOAD: 24457 VA 26169 VA 18260 VA TOTAL AMPS 212A 226A 152A LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DBIAN D_ ESTIMATED DEMAND (VA) DEMAND FACTOR NOTES BMNTYPE PANEL TOTALS L LIGHTING OVA 0.00% OVA CONTINUOUS LOAD @ 125% G = GFCI (5M) R RECEPTACLES 0 VA 0.00% 0 VA FIRST 100VA © 100%, REMAINDER @ 50% (P = GFCI (30mA) CONNECTED LOAD: 69 kVA K KITCHEN 0 VA 0.00% 0 VA NON-DWIEUJNG KITCHEN LOADS, NEC ART. 220 ST = SHUNT TRIP ESTIMATED DEMAND: 69 WA UM LARGEST MOTOR OVA 0.00% 0 VA LARGEST MOTOR, NEC ART. 430 LO= LOCK OUT CONNECTED CURRENT: 191 A M MOTOR 46486VA 100.00% 48488 VA BAD CURRENT: 191 A C COOLING OVA 0.00% OVA H HEATING 22400 VA 100.00% 22400 VA 0 OTHER OVA 0.00% OVA Spare SPARE OVA 0.00% OVA NOTES EL1 9-0480 RECErvED CITY OF yL:K111;L L. /Lit 1 7 'e:a: • 07/.U/70h CONFORMED SET Issue Date - 05.10.2019 Revisions 5 03.15.19-ADD5 A-1D 6/2019 A-13 7/11/19 City of Tukwila DING DIVISION 73-17158-00 PANEL SCHEDULES E8.3 7/11/2019 4:17:21 Switchboard: MSB Location: ELECTRICAL C128 Supply From: Mounting: SURFACE Enclosure: YES Notes: Wye Trip Rating A.I.C. Rating: 65K .. Mains Rating: 1000 A MCB Rating: 1000 A n A-14 Volts: 480/277 Phases: 3 Wires: 4 OCT Circuit Description Si of Poles Frame Ste Load Remarks 1 LRDP VIA ATS LR 3 600 A 600 A 458187 VA 2 EHC1 ATS EM 3 60 A 60 A 5432 VA 3 HLC1 3 100 A 100 A 6528 VA 4 HMCI 3 150 A 150 A 71675 VA $ TC2 3 100 A 100 A 55768 VA 6 ELEVATOR-13120 3 250 A 260 A 43212 VA 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Total Conn. Load: Total Amps: 640730 VA 771 A Legend: Load ClassMeet on Connected Load Demand Factor Estimated Demand Panel Totals H 111900 VA 100.00% 111900 VA K 17080 VA 85.00% 11102 VA Total Conn. Loaut 640730 VA L 28647 VA 125.00% 35809 VA Total Eat Demand: 559621 VA LM 43212 VA 125.00% 54015 VA Total Conn. Current 771 A M 231378 VA 100.00% 231378 VA Total Est Demand Current 673 A 0 12381 VA 100.00% 12381 VA R 196232 VA 52.55% 103116 VA Notes: PANEL: SEC.1 A-14 .• • VOLTS: 208Y1120 6. r - BUS RATING: 100 A - FED FROM: RLPAI A MAIN BREAKER: MLO WIRES: 4 I -a • •, Nr A-13 A SCCR: 10,000A LUG ACCESSORIES: NONE A-14 OCT CIRCUIT DESCRIPTION TRIP P TYPE TYPE PHASE A (VA) PHASE 13 (VA) PHASE C (VA) L TypE TBYIPE P nap CIRCUIT DESCRIPTION CUT 1 MDF RACK RECEPT TD.1 20 1 0 1,000 180 R 1 20 RECEPT MDF A107 2 3 MDF RACK RECEPT SE.1A 20 1 0 t,000 1,000 0 1 20 IMF RACK RECEPfSE1B 4 5 MBFRACK RECEPTSEA A 20 1 0 1,000 360 0 1 20 RECORDS A117- VIDEO CTRLSTATION 6 7 BOOKING A123 - MONITOR 20 1 0 250 0 - 1 20 SPARE 8 9 SECURITY CAMERAS VIA UPS. 20 1 0 720 0 - 1 20 SPARE 10 11 SPARE 20 1 - 0 0 - 1 20 SPARE 12 13 SPACE ONLY - - - - 0 0 - - - - SPACECNLY 14 15 SPACE ONLY - - - - 0 0 - - - - SPACE ONLY 16 17 SPACE CNLY - - - - 0 0 - - - - SPACE ONLY 18 TOTAL LOAD: 1430 VA 2128 VA 1360 VA TOTAL AMPS 12A 18A 11A LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D... ESTIMATED DOWD(VA) DEMAND FACTOR NOTES BI_. TYPE PANEL TOTALS L LIGHTING 0 VA 0.00% 0 VA CONTINUOUS LOAD @ 125% G = GFCI (5mA) R RECEPTACLES 180 VA 100.00% 180 VA FIRST 10KVA @ 100%, REMINDER @ 50% GP = GFCI (30mA) CONNECTED LOAD: 4.84 WA K KITCHEN OVA 0.00% 0 VA NON -DWELLING KITCHEN LOADS, NEC ART. 220 LO a LOCK OUT CONNECTED CURRENT: 13 A CM LARGEST MOTOR 0 VA 0.00% 0 VA LARGEST MOTOR, NEC ART. 430 END CURRENT: 13 A M MOTOR OVA 0.00% OVA 0 OTHER 4666 VA 100.00% 4866VA EV EV CHARGER 0 VA 0.00% 0 VA CONTINUOUS LOAD a 125% Spare SPARE 0 VA 0.00% 0 VA NOTES: Notes: Switchboard: RDP Location: EMERGENCY ELECTRICAL..- Volts: 480Y / 277 A.I.C. Rating: 65K Phases: 3 Mains Type: Wires: 4 Mains Rating: 600 A MCB Rating: Supply From: ATS LR Mounting: SURFACE Enclosure: NO CKT Circuit Description # of Poles Frame Sine TMp Rating Load Remarks 1 RLPA2 VIA XFMR LRTA1 3 200 A 200 A 138189 VA 2 RHMA2 3 400 A 350 A 271291 VA 3 RLPC2 VIA XFMR LRTC1 3 150 A 150 A 32514 VA 4 RHLA2 3 100 A 60 A 16610VA 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Total Conn. Load: Total Amps: 458187 VA 551 A Lewitt Load Classification Connected Load Demand Factor Estimated Demand Panel Totals H 85500 VA 100.00% 85500 VA L 16650 VA 125.00% 20813 VA Total Conn. Load: 458187 VA I4 186120 VA 100.00% 188120 VA Total Est Demand: 388805 VA 0 8889 VA 100.00% 8889 VA Total Conn. Current 551 A R 161124 VA 53.10% 85562 VA Total Est Demand Current 465 A Notes: PANEL: EHC1 LOCATION: EMERGENCY ELECTRICAL C129 VOLTS: 480Y1277 MOUNTING: SURFACE = S T • G- .1 , A PHASES: 3 FED FROM: ATS EM MAIN BREAKER: 603 WIRES: 4 INTEGRAL SPD: NO `14 SCCR: LUG ACCESSORIES: NONE CKT CIRCUIT DESCRIPTION TBAI�P P BKR TYPE LOAD PHASE A (VA) PHASE B (VA) PHASE C (VA) LOAD TTypE pE P SKR nip CIRCUIT DESCRIPTION CKT 1 LTG-8120 ELEV MACH RN 20 1 L 41 0 - 1 20 SPARE 2 3 LTG -ELEVATOR 20 1 L 56 0 — 1 20 SPARE 4 5 LTG -AREA C EMG 20 1 I. 1,234 0 - 1 20 SPARE 6 7 LTGAREA B EMG 20 1 L 983 0 - 1 20 SPARE 8 9 LTGAREA A EMG 20 1 L 951 0 - 1 20 SPARE 10 11 LTG -AREA 2A EMG 20 1 L 925 0 - 1 20 SPARE 12 13 LTG -SOUTH STIR E4G 20 1 L 169 0 - 1 20 SPARE 14 15 LTGET PAWING LOT 20 1 L 745 0 - 1 20 SPARE 16 17 LTGEXT WALL PACKS AREA A 20 1 L 156 0 - 1 20 SPARE 18 19 LTG-EXT WALL PACKS AREA C 20 1 L. 176 0 - 1 20 SPARE 20 21 SPACE ONLY - - - - 0 0 - 1 20 SPARE 22 23 SPACE ONLY - - - - 0 0 - 1 20 SPARE 24 25 SPACE ONLY - - - - 0 0 - 1 20 SPARE 26 27 SPACE ONLY - - - - 0 0 - 1 20 SPARE 28 30 29 SPACE ONLY - - - - 0 0 - 1 20 SPARE 31 SPACE ONLY - - - - 0 0 - 1 20 SPARE 32 33 SPACE ONLY - - - - 0 0 - 1 20 SPARE 34 35 SPACEONLY - - - - 0 0 - 1 20 SPARE 36 37 SPACE ONLY - - - - 0 0 - 1 20 SPARE 38 39 SPACEONLY - - - - 0 0 - 1 20 SPARE 40 41 SPACE ONLY - - - - 0 0 - 1 20 SPARE 42 TOTAL LOAD: 1369VA 1749 VA 2315 VA TOTAL AMPS 5A 7A 9A LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D- ESTIMATED DEMAND (VA) DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS L UGHT84G 5432 VA 125.00% 6790 VA CONTY4000S LOAD @ 125% G= GFCI (5mA) R RECEPTACLES 0 VA 0.00% 0 VA FIRST 10KVA @ 100%, REMAINDER @ 50% GP = GFCI (30mA) CONNECTED LOAD: 5 WA K KITCHEN 0 VA 0.00% 0 VA NOMOWIILING KITCHEN LOADS, NEC ART. 220 ST • SHUNT TRIP ESTIMATED DEMAND: 7 WA LM LARGEST MOTOR 0 VA 0.00% 0 VA LARGEST MOTOR, NEC ART. 430 LO = LOCK OUT CONNECTED CURRENT: 7 A M MOTOR 0 VA 0.00% OVA BID CURRENT: 8A C COOLING OVA 0.00% OVA H HEATING OVA 0.00% OVA 0 OTHER 0 VA 0.00% 0 VA Spare SPARE OVA 0.00% OVA NOTES: EL1 9-0480 PIECE, D C)rvG ljis{t'fL- (4j:J 07/J1/2014 H z LLl U LLJ 0 I- Q —J CITY OF TUKWILA CONFORMED SET Issue Date - D5.10.2019 Revisions 5 03.15.19-ADD 5 A-13 7111H9 73-17158-00 PANEL SCHEDULES E8.4 D OUP BHP "44P OUP (2) 4- 1 El E4 ups • • E4 • E4 1' C. TYP co • 0 E4 ELECTRICAL SITE PLAN - SOUTH HANDHOLE. 5x7x7 0 C • PA1 - 47,49 SEC.1-9 ,r IZI OUP 001P • Ei r 0 (PE6 LPA1 - 51.53 E4 a �E6 0 E4 ■ RLPA1 - 55 • E3 TO 15N1P CIRCUIT IN PANEL RLPA1 IN RM A119 E4 EHC1 -15 E4 o EHC1.19 E7 EHC1rTh - nc t EM ELEC MAIN ELEC E1 $150T.H ST TO 20N1P CIRCUIT IN PANEL HLC1 IN RM C128 .E58 I .... (3)4• C. Y / (2)4"C. i r TO 15N1P CIRCUIT IN PANEL RLPA1IN RM A119 UP UV (4)4'C. C15 E7 -OR UP UP- - - UP P` I214'C - (2) 3/4' C. • • •.5A •HLC1- 5 (TYP) SEC,--9 C 1 0 EL1 9-0480 SCALE: 1" = 20'-0" LEGEND NOTES SITE ELECTRICAL LEGEND El COMMUNICATIONS VAULT PV POWER VAULT T TELEPHONE PEDESTAL •T TELEPHONE MANHOLE EL# BOLLARD LIGHT EL# IN -GRADE OR ABOVE GRADE FIXTURE 4EL# STANCHION MOUNTED LIGHT FIXTURE DEL# AREA LIGHT ON POLE EL# EMERGENCY SINGLE -FIXTURE LIGHT POLE POST -INDICATOR VALVE SWITCH PP% POWER POLE ELECTRIC UTILTIY PULLBOX en, SINGLE CHARGER EV CHARGING PEDESTAL a€a DUAL CHARGER EV CHARGING PEDESTAL (FUTURE) 0.1 CAMERA POWER POLE POWER PEDESTAL WITH RECEPTACLE(S) KEY VALUE C3 C4 C6 C9 C10 C 1 1 KEYNOTE LEGEND KEYNOTE TEXT PROVIDE NEMA R14-50 RECEPTACLE FOR EMERGENCY VEHICLES PROVIDE CHARGING PEDESTAL FOR EM-50 (EXACT SPECS TBD). PROVIDE 120V12A CONNECTION TO EACH CAMERA POWER POLE REFER TO SECURITY SHEETS SE1.OA AND SE1.0B FOR EXACT LOCATION AND POLE AND TERMINATION DETAILS IN -GRADE FLAG POLE LIGHTS. EXACT MODEL IBC SEE DETAIL 321ES1.2. RELOCATE EXISTING PEDESTRIAN LIGHT POLE AND ASSOCIATED HANDHOLE. PROPOSED LOCATION OF STREET UGHT POLE. FINAL LOCATION AND WORK COMPLETED BY CITY. SEE SHEET ES1.3 FOR MOUNTING DETAILS PROVIDE CITY STANDARD HANDHOLE AT BASE OF POLE, C13 PROVIDE CITY STANDARD PEDESTRIAN POLE. CONNECT TO EXISTING CITY LIGHT CIRCUIT. PROVIDE CITY STANDARD HANDHOLE AT POLE RASF C15 PROVIDE CONNECTION TO GATE MOTOR. CONFIRM EXACT LOCATION WITH GATE MANUFACTURER. C16 PROVIDE (1) 5' CONDUITS WITH (3)1.25" INNERDUCTS FROM CENTURYUNK COMM VAULT TO MDF ROOM. C17 PROVIDE 1-1/4" CONDUIT FROM MAIN ELEC RM TO LOCATION OF FUTURE CHARGER ONLY. SEE DETAIL 1 SHEET ES1.2 FOR INSTALLATION INSTRUCTIONS. C18 PROVIDE 814 VAULT TO HOUSE 500 KVA TRANSFORMER PER SEATTLE CITY LIGHT REQUIREMENTS. C20 ROUTE UNDERGROUND PRIMARY CONDUITS FROM PULL VAULT TO WEST PROPERTY UNE AND CAP. COORDINATE WITH SEATTLE CITY UGHTS AND CITY OF SEATAC FOR CONNECTION OF CONDUITS INTO NEW VAULT ON MILITARY RD S (APPROXIMATE LOCATION OF WORK SHOWN DASHED). C21 PROVIDE (1) 5" CONDUITS FROM MDF TO SIDEWALK (NEAR OTHER COMM CONDUIT TERMINATIONS) IN TRENCH WITH OTHER COMM CONDUITS AND CAPPED FOR FUTURE USE. C23 PROVIDE (1) 5' CONDUITS WITH (3) 1.25'INNERDUCTS FROM MDF ROOM TO NEW CITY FIBER CONDUIT (PROVIDED BY ZAYO) FOR BUILDING CONNECTION TO CITY NETWORK. COORDINATE CONDUIT CONNECTION WITH ZAYO. L9 ROUGH -IN FOR SIGNAGE LIGHTING. PROVIDE CONNECTION TO BACKLIT SIGNAGE. COORDINATE EXACT REQUIREMENTS WITH SIGNAGE CONTRACTOR. REC.EiVED CITY OF T(iK:VILA JUN052019 PERMIT CENTER CONFORMED SET Issue Date - 05.10.2019 Revisions 1 02.08.19-ADDA 73-17158-00 ELECTRICAL SITE PLAN - SOUTH ES1.1 0 m' a C1 Ico o a 4 M Le) jo co lV of r � o El E ELECTRICAL SITE PLAN - NORTH UP 1 El El S 150TH ST LPIS-4 E1 TYP OF 5 (C13) LP1S-4 SCALE: 1" = 20'-0" EL1 9-0480 LEGEND NOTES KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT C2 PROVIDE 1-114' CONDUIT FROM PANEL IP1 TO LOCATION OF FUTURE CHARGER ONLY. SEE DETAIL 1 SHEET ES1.2 FOR INSTALLATION INSTRUCTIONS. C7 PROVIDE SEPARATE CIRCUIT FOR LIGHTS AND RECEPTACLE. RECEPTACLE CONTROLLED VIA LPL S CONTACTOR. LIGHT TO BE SWITCHED BY ENCELIUM CONTROLLER ATTACHED TO PHOTOCELL PINS. C11 PROPOSED LOCATION OF STREET LIGHT POLE. FINAL LOCATION AND WORK COMPLETED BY CITY. SEE SHEET ES1.3 FOR MOUNTING DETAILS. PROVIDE CITY STANDARD HANDHOLE AT BASE OF POLE. C13 PROVIDE CITY STANDARD PEDESTRIAN POLE. CONNECT TO EXISTING CITY LIGHT CIRCUIT. PROVIDE CITY STANDARD HANDHOLE AT POLE BASE C14 C17 C19 PROVIDE RV POWER PEDESTAL FOR FOOD TRUCK HOOKUP WITH (1) 14-50R (1)TT30R, AND (1)5-20R RECEPTACLE. MILBANK #U5200-XL-75 OR EQUAL. PROVIDE 1-114" CONDUIT FROM MAIN ELEC RM TO LOCATION CF FUTURE CHARGER ONLY. SEE DETAIL 1 SHEET ES1.2 FOR INSTALLATION INSTRUCTIONS. FEED NEW PARKING LOT SERVICE FROM EXISTING i BANK OF TRANSFORMERS LOCATED IN EXISTING 814 VAULT. R£C£IVEC CITY OF TUKWILA JUN 05 2019 PERMIT CENTER C O Vw a of • ® 2019, DLR Group inc., a Washington corpotation, ALL RIGHTS RESERVED CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 1 02.08.19-ADD-1 3 02.25.19-ADD 1 CO PA.TO- NPPP. 0- NEC JUL 312019 I City at Tukwila 73-17158-00 ELECTRICAL SITE PLAN - NORTH ES1.2 PRIMARY PROVIDE EMPTY C. AS DIRECTED BY THE UTILITY UTILITY XFMR 240/120V SECONDARY UTILITY METER MOUNTED TO EXTERIOR OF CABINET PER SCL REQUIREMENTS SECONDARY 2 SETS (3)#3/0 IN 21/2-INCH C. 11 ONE -LINE DIAGRAM - NORTH LOT ES1.3 NO SCALE INSTALL SO GRS COUPLING & PLUG DO NOT PROTRUDE ABOVE FINISHED CONCRETE SLAB. PVC TO THREADED RIGID STEEL COUPLING CONCRETE SLAB 'o: •.a • • .o;.:a • . . •'o. . • TO PROTECT UN -COATED THREADS WRAP BACK ON RIGID (COATED) SECTION SCHEDULE 40 PVC TO PANEL. EV CHARGER ROUGH IN SCALE: 1/8' =1'-0" #5 BARS ALL SIDES OF BOX CENTERED BOTH WAYS IN SLAB UNDERGROUND CONDUITS STACKED VERTICALLY. REFER TO DRAWINGS FOR SIZE AND QUANTITY 441 HANDHOLE NORTH LOT SERVICE 208Y/120V 400A 100K SCCR NEMA 3R 3 CT SE2-ION PULL SECTION GARVIN INDUSTRIES CONDUIT HOLE PLUG, #PLG150. GRSCOUPUNG o . o'. n' - GALVANIZED RIGID STEEL CONDUIT USE FACTORY MADE ELBOWS AT ALL LOCATIONS. USE WIDE SWEEP FOR CONDUITS OVER 2'. HANOHOLE LOCATION: 1. GRASSED AREA - POUR AN 8' DEEP X 12' MIN. CONCRETE RING AROUND HANDHOLE. 2. ASPHALT PAVING - POUR AN 8' DEEP X 24' MIN. CONCRETE RING AROUND HANDHOLE. 3. CONCRETE PAVING OR WALK - POUR CONCRETE INTEGRALLY AROUND BOX. LOCATE BOX 12' MIN. FROM EXPANSION OR CONTRACTION JOINTS. THICKEN CONCRETE AROUND BOX TO MN. 8 INCHES. #5 BARS ALL SIDES OF BOX. CENTERED BOTH WAYS IN SLAB ROUGH BROOM FINISH WARMNG TAPE WI TRACE WIRE 6' ABOVE DUCTS. TRAFFICE RATED, OPEN BOTTOM IN GRADE BOX WITH REMOVABLE UD TO HOUSE COMM. CABLING AT LOCATIONS SHOWN ON THE PLAN. PROVIDE CHAIN TO BOX TO LID. SEE ELEC. SPECIFICATIONS BACKFILL AROUND THE HANDHOLE UP TO PAVEMENT SUBGRADE WITH STRUCTURAL FILL NUMBER OF STACKABLE HANDHOLES REQUIRED PER ELEC SPECIFICATION TO MAINTAIN DUCT SLOPE AND DRAINAGE REQUIREMENTS PEA GRAVEL DRAINAGE BED MIN. 12' THICK AND 6' BEYOND EDGES OF HANDHOLE. ES1.3) SCALE: 1' = 6O 0' PANEL LP1 400A MCB SPD I 200A T CONTACTOR PANEL LP1S 200A MLO #1/0 GEC TO GROUND RODS) CONTACTOR TO CONTROL POLE MOUNTED RECEPTACLES AND RV PEDESTALS IN LOT. PROVIDE POWER FROM LP1 FOR CONTACTOR. PROVIDE KEYED SWITCH ON EXTERIOR OF ENCLOSURE AND WIRELESS CONTROL POINT, AS REQUIRED, AS PART OF WIRELESS SITE LIGHTING CONTROL SYSTEM IN ORDER TO CONTROL CONTACTOR. PANEL: LP1 LOCATION: VOLTS: 120208Wye MOUNTING: SURFACE BUS RATING: 200 A PHASES: 3 FED FROM: MAIN BREAKER: MLO WIRES: 4 INTEGRAL SPD: NO SCCR: LUG ACCESSORIES: NONE OCT CIRCUIT DESCRIPTION BKR TRIP P BKR TYPE LOAD TYPE A B C LOAD TYPE BKR TYPE P BKR TRIP CIRCUIT DESCRIPTION CKT 1 NORTH LOT LIGHTING 20 2 L 700 3,850 EV 2 40 FUTURE EV CHARGER #3 2 3 - - - 0 3,850 - - - - - 4 5 FUTURE EVCHARGER#1 40 2 EV 3,850 3,850 EV 2 40 FUTURE EV CHARGER#4 6 7 - - - - - 3,850 3.850 - - - - - 8 9 FUTURE EV CHARGER #2 40 2 EV 3,850 3,850 EV 2 40 FUTURE EV CHARGER #6 10 11 - - - - - 3,850 3,650 - - - - - 12 13 3,850 EV 2 40 FUTURE EV CHARGER #6 14 15 3,850 - - - - - 16 17 SPARE 20 1 - 0 18 19 SPARE 20 1 - 0 12,720 R; 0 3 200 LP1S-2 20 21 SPARE 20 1 -- 0 6,720 - - - - - 22 23 SPARE 20 1 -- 0 6,720 - - - - - 24 TOTAL LOAD: 28820 VA 22120 VA 22120 VA TOTAL AMPS 240 A 184 A 184 A LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD WA) DEMAN D... ESTIMATED DEMAND (VA) DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS L UGHTING 700 VA 125.00% 875 VA CONTINUOUS LOAD @ 125% G = GFCI (5mA) R RECEPTACLES 2160 VA 100.00% 2160 VA FIRST 10KVA 41100%, REMAINDER 4l50% GP = GFCI (30mA) CONNECTED LOAD: 73.06 kVA K KITCHEN 0 VA 0.00% 0 VA NON -DWELLING KITCHEN LOADS, NEC MT. 220 LO = LOCK CUT CONNECTED CURRENT: 203 A LM LARGEST MOTOR 0 VA 0.00% 0 VA LARGEST MOTOR, NEC ART. 430 EMD CURRENT: 235 A M MOTOR 0 VA 0.00% 0 VA 0 OTHER 24000 VA 100.00% 24000 VA EV EV CHARGER 46200 VA 125.00% 57750 VA CONTINUOUS LOAD 0 125% Spare SPARE 0 VA 0.00% 0 VA NOTES: PANEL: LP1S LOCATION: VOLTS: 120)208 Wye MOUNTING: SURFACE BUS RATING: 200 A PHASES: 3 FED FROM: LP1 MAIN BREAKER: MLO WIRES: 4 INTEGRAL SPD: NO SCCR: LUG ACCESSORIES: NONE OCT CIRCUIT DESCRFTION BKR TRIP P BKR TYPE LOAD TYPE PHASEA (VA) PHASE B (VA) PHASE C (VA) LOAD TYPE BKR TYPE P BKR TRIP CIRCUIT DESCRIPTION CKT 1 FOOD TRUCK PEDESTAL I 100 2 R;O 6,180 540 R 1 20 LIGHT POLE RECEPTACLES 2 3 - - - - - 6,000 720 R 1 20 LIGHT POLE RECEPTACLES 4 5 FOOD TRUCK PEDESTAL 2 100 2 R,' 0 6,180 540 R 1 20 LIGHT POLE RECEPTACLES 6 7 - - - - - 6,000 8 9 10 11 12 13 14 15 16 17 .. 18 TOTAL LOAD: 12720 VA 6720 VA 6720 VA _ TOTAL AMPS 106A 56A 56A LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D_. ESTIMATED DEMAND (VA) DEMAND FACTOR NOTES BKR TYPE PANEL TOTALS L LIGHTING OVA 0.00% OVA CONTINUOUS LOAD @ 125% G = GFCI (5mA) R RECEPTACLES 2160 VA 100.00% 2180 VA FIRST 10KVA @ 100%, REMAINDER C 50% GP = GFCI L30mA) CONNECTED LOAD: 2616 kVA K KITCHEN OVA 0.00% OVA NON-OWELUNG KITCHEN LOADS, NEC ART. 220 LO = LOCK OUT CONNECTED CURRENT: 73 A LM LARGEST MOTOR 0 VA 0.00% 0 VA LARGEST MOTOR, NEC ART. 430 EMD CURRENT: 73 A M MOTOR OVA 0.00% OVA 0 OTHER 24000 VA 100.00% 24000 VA EV EV CHARGER 0 VA 0.00% 0 VA CONTINUOUS LORD Q 125% Spare SPARE OVA 0.00% OVA NOTES: EL1 9-0480 RECF.PIED CITY OF TUUKWILA JUN 05 2019 PERMIT CENTER 0`.; 10/201q TUKWILA JUSTICE CENTER CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 1 02.08.19 - ADD-1 5 03.15.19E-ADDS 0a3PI PAO-d1EC JUL 312019 City of Tukwila AI111 PItif: DIVISION 73-17158-00 ELECTRICAL SITE DETAILS & SCHEDULES ES 1.3 C:1Revitl73-17158 5/102019 12:16.38 POLL CAP ALLOY43 WITH STAINLESS STEEL SCREWS BOLT CIRCLE (H) 1 1A' DIA BOLT HOLES 7.0 SQUARE BASE ANCHOR BOLT LAYOUT 35-1? MM. INSTANCE RECO TO REMOVE POWER DOpN ADJUSTABLE FOR I -We THAUr PIPE LUMINAIRE DETAIL POLE WALL SECTION THRU HANDHOLE NOTES: 1. BRACKETS SUPPLIED WITH 2' N.P.S. SLIPFITTER. SPECIFY MOD. 140 FOR 1.25" N.P.S. SLIPFITTER. 2. TWIN BRACKETS ARE LOCATED 180 O.C. 3. 10' BASE DIA. POLES REQUIRE t"-8 UNC " 36' LONG ANCHOR BOLTS WITH A 3-1/4" PROJECTION. 4. INSTALL STREET LIGHTS BEHIND SIDEWALK. 5. INSTALL JUNCTION BOX 6" INTO SIDEWALK. 6. SECURE ANCHOR BOLTS IN PLACE BEFORE POURING CONCRETE. 7. INSTALL BOLTS WITH A MINIMUM OF TWO (2) THREADS EXPOSED. 8. SEE RS-22 AND RS-26. 9. INSTALL POLE - SAFE MODEL #4100 BREAKAWAY SUPPORTS ON TOP OF ANCHOR BOLTS. G ISO) 5' 1'4T 314• CHAMFER 4-04 HOOPS 0 1•A'CTR'S I STEEL NAROWARE TRUSS ARM S MIN fi MIN B 1 I `CURB LINE A ALUMINUM ALLOY I STAINLESS TO Y]P OF FOU1CAtKN ABODE F 0 N 30 r V r ,N- m Itlr IrTolr it r r ‘M- m tllr Tro Ir D' r r IL• 2F7 NIA- it TO Ir N' r 3' Id• 2TY II .25. «TO It b C r r 23 917 112r II' TO It It r r Mir 31T 1I2r IV TO Ir 1P e• I. '.fir vT 112r •rr0li IS' r r 2ST '1Tr II$- IV TO Ir WAD HOLE H" N• NOMINAL/ NON -LUSH TYPE. COMPLETE WITH REINFORCING FRAAEALLOY 3SB.TB. COVER ARO SR HEX HD. STAINLESS STEEL SCREWS CIO.0.I BASE FLANGE ALLOY 35 -Tt WI BOLT COVERS AND STAINLESS STEEL SCREWS TYPICAL LUMINAIRE POLE DETAIL (4) ? SNC STEEL ANCHOR BOLTS ASTM AS711. AIS1 GRADE 1021.1046 50000 Ps14MIN. YIELD MEAN DIA OF ROD STOCK 0.908 t 011'. OUT OF ROUND TOLERANCE t0.012". ROLLED OR CUT THREADS PER A307. CLASS 2A TOP 10' GALV. SR. LOCK WASHERS a (4) I' GALV STL FLAT WASHERS. GALV. sat. CONDUIT (PER PLAN) 2-3W (THREAJEDI f 847 BARS EVENLY SPACED (7431074E) SO. OR 7OM. CLASS 3000 CONCRETE. FOUNDATION DETAIL NOT TO SCALE City of Tukwila STREET LIGHT POLE 30' & 40' MOUNTING HEIGHT SHEET: RS-20 REVFSFON At 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER /21- TUKWILA STREET LIGHT POLE DETAIL cE,51.4 NO CCALE 4 3. f-c S-0- 3.74' 74' Nr 7- POLE FOUNDATION PLAN 7.3M• 374e CLASS B CONCRETE L- 2-3/4' I•-0'INN. I"O A307 ANCHOR BOLT 1.10- CLR FLJ <iiiia.1•11111111111 Y CLR GROUND ROD NOTES: FACE OF CURS TOP 154E 10 D.C. Wr HOOK EACH END. LONG DIMENSION ONLY BOTTOM PS IQ 4.O C. EACH WAY W/ HOOK EACH END z- S' RADIUS La-12'MIN 1 L--��EMOTING CURB & GUTTER UNDISTURBED EARTH OR COMPACTED FILL u1 W O PVC COMSAT FOUNDATION SECTION 1. THE FOUNDATION SHOWN IS SPECIFICALLY DESIGNED FOR A "HAPCO TYPE" ALUMINUM POLE UP TO 30' MOUNTING HEIGHT AND 8' MAST ARM. 2. CONCRETE FOR FOUNDATION SHALL BE CLASS B, 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 3. REINFORCING STEEL SHALL CONFORM TO MINIMUM REQUIREMENTS OF ASTM A615 GRADE 60. 4. CONTACT CITY OF TUKWILA FOR SECONDARY VOLTAGE AND GROUND WIRE CONNECTION. 5. FOR SERVICE CONNECTION, CONTACT PROVIDER AT LEAST TWO WORKING DAYS IN ADVANCE. 6. ALL PERMANENT CONDUCTORS SHALL BE COPPER. ALL ELECTRICAL WORKMANSHIP AND MATERIALS SHALL CONFORM TO NATIONAL ELECTRICAL CODE REQUIREMENTS. NOT TO SCALE City of Tukwila LUMINAIRE FOUNDATION SIDEWALK APPLICATION SHEET: RS-25 REVISION 31: 08.03 APPROVAL: B. SHELTON I 7-41TUKWILA STREET LIGHT BASE DETAIL yS1.42 NO SCALE BVEPIAIIEE S,-S9 - 9 S22 - 1 1c84 ST ABASE (4) SLOTS ON A '4 11-1/2' • RIR T FOR"F w S/F 3/4" 0 ANCHOR BOLTS RACFP1ATF ores COO talk MSS REV. ALTERATION DATE BY1 LUM NAIRE CPFCAFICATIONS CATALOG NO.: K204-P2GS-III-40(SSL) -7042-120(MT)-KPL1 O-XPG QUANTITY: OPTICAL SYSTEM: IES CUSS.: WATTAGE: SERIES UNE VOLTAGE: PAINT: OPTIONS: MT ARRAY, GLASS SHALLOW TYPE III 40W (SOLID STATE LIGHTING) 7042 120V (MULTI -TAP) SEE PANT SPEC. KPL-10 LEVEL84G DEVICE IALLAST INFORMATXNJ: SUPPLIED Tut I AST TYPE: ELECTRONIC BALLAST MANU.: CATALOG NUMBER: QC11362; QUICK DISCONNECT® ARM SPFC.IEK•ATIONS CATALOG NO.: (MOD) KA40-T-1 QUANTITY: MATERIAL ALUMINUM PANT: SEE PANT SPEC. pQl E SPECIFICATIONS CATALOG NO.: KM90RE-18 QUANTITY: POLE HEIGHT: 18' 0' SHAFT DIA.: 5 9/16" B POLE WEIGHT T.BA BOLT CIRCLE 11 1/2" 0 ANCHOR BOLTS: (4) 3/4" x 271 (DV OTHERS) BOLT PROJECTION: 3" HIGH PAINT: SEE PAINT SPEC. OPTIONS: PAINT SPFOFY'A1TONS TEXTURED WJW DARK GREEN RASE DETAIL CUSTOMER APPROVAL & DATE: MITI-LOTNG NIIO (4) 3/4' A 27' NO. ONY. ANaanTS 3' PRONICTLCN 4r NWr N-,G- at se STRESSCRETE GROUP IYm - L tr' OLWAVtoft OS* W 1-400-E1G-7009 A6-MPNrE Akdomo I-800-4.13-QJOJ Afohion, Kenos l--877- 1024 .1t/7P'FU,, Ohio I-1100-26e-7710E PROJECT]Cl/STOMEi1 STREET„- BAN _•V JMENTS re DRAWN Bft TTAUUTK: IICHECKKED BY�DATE: /Et SHAUN C ' SC3 6-4-1S DRAWING . CONCEPT DRAWING 2 TUKWILA PEDESTRIAN POLE DETAIL \ES1._42 NO SCALE SIDEWALK IN GRADE FIXTURE. SEE LIGHT FIXTURE SCHEDULE PEA GRAVEL •4 O'd 0 GROUT MASK AS SPECIFIED fir u. #3 HOOP DRAIN HOLES cJIN -GRADE LIGHT - CONCRETE 51_4 NO SCALE REVISION: DRAWING NUMB TUKWILA STANDARDS-2 j 7-24 \S1.4 NO SCALE LIGHT FIXTURE J AND POLE - SEE FIXTURE SCHEDULE BUSHING POLE BASE COVER PLATE LEVELING NUTS POLE BASE GROUT FULL AFTER LEVELING 1' CHAMDER EDGE @ 45 DEG WEEP HOLE FOR CONDENSATE DRAINAGE CONDUIT (3/4' MIN.) VERTICAL REINFORCING EQUALLY SPACED SEE VERT. REINF. SCHEDULE CAST CONCRETE BASE 1 16" MIN. DIA. r 4' ABOVE GRADE FOR PROTECTED FIXTURE 2'-0' ABOVE GRADE FOR NON - PROTECTED FIXTURE HAND HOLE COVER; GROUND LUG ACESSIBLE INSIDE HAND HOLE ANCHOR BOLTS SUPPLIED WITH POLE. INSTALL PER MANUFACTURERS INSTRUCTIONS (TYP) NOTE: SACK RUB SMOOTH CONCRETE BASE OF ALL PHYSICAL DEFORMITIES. LIGHT POLE WITH BASE VERT. REINF. SCHED. CONCRETE BASE DIA. REINF, 16' 5-#6 18' 6-#6 20' 6-#7 22' 74t7 24" 8-87 TABLE - EMBEDMENTDEPTH,X CONCRETE BASE DIA. glair HEI T X= 16" 0-0' TO 161-0' 4'-8' 16'-1' TO 20'-0' 5$' 20'-1" TO 29-0' 6-0" 25'-1' TO 30'-0' 7'-0' 1B" 0-0' TO 16'-0" 4'$' 16'4' TO 201-0' 6-0' 201-I' TO 25-0' 6-0" 25'-1" TO 30'-0' 6'-6' 20' 0'-0' TO 16-0' 41$' 16-1' TO 20'-0" 6-0' 20'-1' TO 25'-0" 5'-6" 25'-1' TO 30'-0' 6'-6' 22' 0-0' TO 16'-0' 4'-0' 16'-1TO 201-0" 5'-0' 20'-1' TO 26-0" 5'-6' 25'-1' TO 301-0" 6' 0' 24" 0'-0' TO 16'-0' 41-0' 16'-1' TO 20'-0' 41-6" 20'-1' TO 25'-0' 6-0' 25'-1' TO 30'-0' 6'-0" EXTERIOR LUMINAIRE SCHEDULE TYPE MANUFACTURER MODEL LAMP VOLTAGE APPARENT LOAD STYLE/ MOUNTING DESCRIPTION El STRESSCRETE FIXTURE: STRESSCRETE#K204-P2GS-Ni-40(SSL)-7042-120(MT)-KPLIO-XPG :POLE:KM9ORE-16 ARM: (MOD) KA40-T-1 LED 4000K 240 V 40 VA 16' PEDESTRIAN POLE. CITY STANDARD PEDESTRIAN POLE. PENDANT TOP HAT ACORN. WJW DARK GREEN FINISHED POLE. 5 El EX STRESSCRETE FIXTURE: STRESSCRETE #K204-P2GS-iii-40(SSL)-7042-120(MT)-KPLIO-XPG POLE: KM9ORE-16 ARM: (MOD) KA40-T-1 LED 4000K 40 VA 16' PEDESTRIAN POLE. CITY STANDARD PEDESTRIAN POLE. PENDANT TOP HAT ACORN. WJW DARK GREEN FINISHED POLE. 8 E2 LEOTEK GC1.80E-MV-NW-3-GY-530 LED 4000K 240V 132 VA 37' 2" POLE ROADWAY POLE LIGHT, SEE DETAILS SHEET ES1.3 1 E3 SELUX TECH LIGHTING MTRCL 7000CTUR-840-12-40-H-UNV-1-S LED 4000K 4300 LUMENS UNV 50 VA 12" LIGHT POLE. MOUNTING PER DETAIL 4. 8" DIAMETER STRAIGHT ALUMINUM POLE. 2' ILLUMINATED SECTION. INJECTION -MOLDED ACRYLIC MULTI -PRISMS. POLYESTER POWDER COAT SILVER FINISH. 4 E4 LITHONIA VISIONAIRE LIGHTING DSX1 VMX-1 LED 4000K 8700 LUMENS 277 V 70 VA 30' AREA POLE FIXTURE. MOUNTING PER DETAIL 4. SINGLE PIECE DIE-CAST ALUMINUM HOUSING. IP65 RATED. NIGHTTIME FRIENDLY. TYPE IV DISTRIBUTION. TEXTURED ALUMINUM FINISH. SQUARE STEEL POLE. FINISH SHALL MATCH FIXTURE. 5 PIN CONTROL RECEPTACLE FOR ENCELIUM CONTROLLER. 8 E4R LITHONIA VISIONAIRE LIGHTING DSX1 VMX-1 LED 4000K 8700 LUMENS 208 70 VA 30' AREA POLE FIXTURE WITH RECEPTACLE AND EXTRA DUTY CAST ALUMINUM IN -USE COVER. MOUNTING PER DETAIL 4. RECEPTACLE TO BE MOUNTED AT 9' AFF. SINGLE PIECE DIE-CAST ALUMINUM HOUSING. IP65 RATED. NIGHTTIME FRIENDLY. TYPE IV DISTRIBUTION. TEXTURED ALUMINUM FINISH. SQUARE STEEL POLE. FINISH SHALL MATCH FIXTURE. 5 PIN CONTROL RECEPTACLE FOR ENCELIUM CONTROLLER. 10 E5A KIM LIGHTING VISTA LTV8ISS 1185 LED 4000K 1180 LUMENS 277 V 22 VA INGRADE FIXTURE 7-15/16" DIAMETER INGRADE SPOT LIGHT. SLIP RESISTANT LENS. 13 DEGREE BY 13 DEGREE BEAM ANGLE. STAINLESS STEEL PLATE WITH BRUSHED FINISH. CLEAR 5/16" THICK TEMPERED GLASS LENS. 7 E58 KIM LIGHTING VISTA LTVBISS 1188 LED 3000K 1857 LUMENS 277 V 22 VA INGRADE FIXTURE 10-318" DIAMETER INGRADE SPOT LIGHT. SLIP RESISTANT LENS. 13 DEGREE BY 13 DEGREE BEAM ANGLE. STAINLESS STEEL PLATE WITH BRUSHED FINISH. CLEAR 5/16" THICK TEMPERED GLASS LENS. 6 E6 PORTFOLIO LSRBB LED 4000K 1500 LUMENS UNV 20 VA 5' DIAMETER SURFACE CYLINDER DOWNLIGHT HEAVY -GAUGE ALUMINUM CONSTRUCTION. WHITE CYLINDER FINISH. SEMI-SPECULAR CLEAR TRIM FINISH. NARROW DISTRIBUTION. CEILING MOUNT. 12 E7 LUMENPULSE LUMARK LBM-277-40K-WFL-BK NFFLD-S-070 LED 4000K 1370 LUMENS 277 V 28 VA FLOOD LIGHT DIE-CAST ALUMINUM HOUSING. STAINLESS STEEL HARDWARE. IP66 RATED. MOUNT FIXTURES TO TOP OF FENCE POSTS OF SALLY PORT. 4 EX PHILIPS GARDCO EQUAL BY: KIM, LITHONIA P21-MR-50-A1-1-5W-200LA-NW-UNIV-NP POLE: SSASSTB-25M-D2-NP 4000K LED 200 VA 25' PARKING POLE ON PROTECTED BASE POLE MOUNTED AREA LUMINAIRE FOR USE WITH NEUTRAL WHITE LED MODULES. LOW PROFILE DIE CAST ALUMINUM HOUSING, 21"IN LENGTH. TYPE 5W OPTICS. PROVIDE WITH POLE MOUNTED OCCUPANCY SENSOR WITH 50% LOW AND 100% HIGH STEP. MOUNTED ON 25' SQUARE STRAIGHT ALUMINUM POLE WITH TWO-PIECE ALUMINUM COVER. (POLE DRILLED FOR FUTURE SECOND HEAD AND DRILL HOLES COVERED AND PROTECTED 4 WP1 LUMINAIRE LED CGF DESIGN AEL 36 LDG-D-36-LED4O-CT4-80CRI-UNV-OP-WET-PA LED 4000K 1585 LUMENS 277 V 20 VA 36' ARCHITECTURAL EGRESS WALL MOUNT EXTRUDED ALUMINUM HOUSING. DIFFUSE POLYCARBONATE LENS 11 EL1 9-0480 RECEIVED CITY OF TUKW:LA JUN052019 PERMIT CENTER Q. Architecture Engineering ■ 02019. DLR Group inc., a Washington corporation. ALL RIGHTS RESERVED CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 1 02.08.19 - ADD-1 3 02.25.19-AOD-3 ,DpNFiP C - N4 UANCEE WrCTI.1' u'.' 9 2019 I I -4-CK7 Cf Tukwila N= 73-17158-00 SITE LIGHTING DETAILS & SCHEDULES ES1.4 f lb b.x b.1 b.x 1.2 0 0. b.6 0 1,2 0 0 b b. b. .,. _ (aJ`a� 6.9Cj i•,o i'.o 1.9 1.17 bn 0.5 .0.6 0.6 b.a'•, b.9 1.9 b-9 1.a b.7 b.a '0.8 b.9 0.9 b.a 14.,,1.a 0. 0 0. 0 b b b b b. b 1,6 es1t,,6 • 0.6 11 b.6 0.6 40.7 b.'/ PROPERTY UNE b.0 b. 1.9 6`10.6 1.6 0.6 1.6 b.6 0 1.0 0.8 0.1 0., 1.6 'b.6 1.6. 1.6 S '0.6 5. , 0.7 1.8 1.9 1.9 1.8 b.8 1.7 1.6 o.6 /b.�C • '0.6 bn bn 1.5 1.0 1.0 1).3 11.7 u.bb �i 1156f;°0.6 bn 11.1 0.7 bn b,.i \Cn b«�• "-b o 1.6, 11.3 1.6 1.6 1.7 ` b, 6 CD 5G u.ti' 1.6 v 'b 7 ... 0.6: 0.6 0.5 b.3 b.] 1.9 b.a 1.6 G 1.6 b.6. b.6: Cb:@ b.6 9.7 b.n bn 1,0 1.6 1.9 '0.9. 1.6 o.a 0.6 1.9 1.0 0.I ' '1.0 1.1 1.0 1.1 1.91 1:6` b.a 1.8 1.6 0.6 1.o S.0 -•..` 1.6 a 5.3 1.0 `. b.9 1.8 1.8 :1.05.6 .33 2�.4 e.x 1.6 0. 1.2 0 b.c •b:irb.c 1.0 0.' 0.6 b.a 17.8 b.c b '.'o.99 1.8 1.0 1.7 0.9 0.9 . 0.9 .b.3 '0 p b a o.a 1 :4'9 0.9 0.9 'o s 0.9 140 0.9p 1.6 1..6 " 0'e 1,0s `Vb.9 1,9 u.e u.e *1.0.o 1.6. 9.2 Sn 9.3 4.6 S.c 9.6 3.3 i.e. L.6Q b.e b.a b.9 b.9 to 9.3 9.0 9.s 9.1 9.6 9.2 h 6 i.o Is ICI 1.2 0.9 b.3 +11.0 1.a 0.2 0.4 11 0.r 1.2 0.2 '0.2 b. '9.3 0.3 1.6 1-6 b-9:-:=i s:" 9.2 b.e`. 1.0 b.a b.a. 1.8 1., 1.8 b.a 11.5 ._,b.6. 9.6 1).5 1.9 . 1.s b.a b.v b.c cO.s 1.1 so SITE LIGHTING CALCS 1.2 1.5 1.5 1.4 1.7 6 1.4 1.7 1.7 14, '1,4 Alit 1.4 1.3 1.2 9.5 9.5 1.6 1.0 1.5 • 1.2 '0.1 1.9 • 1.9 to 1.0 1.4 CP ba et 1.6 • 1.4 1.6 10. EL1 9-0480 RECEIVED CITY OF TUKWILA PERMIT CENTER amplal • Cl uJ 07 06 TUKWILA JUSTICE CENTER CITY OF TUKWILA TO o7 co co 84 la CONFORMED SET Revisions OOMPLI City of Tukwila 73-17158-00 SITE LIGHTING CALCULATIONS ES1.5 d C 0 U m' 0 cmt a. w ; I. n . � N F- a' 5W5 o▪ r U vi 0-@ Pit °V02t AiSVlihih 4 E4 E4 STREET LIGHTING I tt r r I s r I El i . I z 1. I k _,_ i .e . '--.0 .,_.gyp._.. ;. t1rat ra: u Mr E6 1:. EG E6 Cj j sE6 Pt• TO15A'1P CIRCUIT tN PANEL RLAP1tN RMA119 HANDHOLE.5x7x7 — TO 15A;1P CIRCUIT IN PANEL RLAP) IN RM A119 7 \_.. EM ELEC MAIN ELEC • ;?) 4' C. TYPOF5 FEl r (2)3l4'C. - .. �•t EL1 9-0480 SCALE: 1" = 20'-0" LEGEND NOTES KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT C10 RELOCATE EXISTING PEDESTRIAN UGHT POLE AND ASSOCIATED HANDHOLE C11 PROPOSED LOCATION OF STREET LIGHT POLE. FINAL LOCATION AND WORK COMPLETED BY CITY. SEE SHEET ES1.3 FOR MOUNTING DETAILS. PROVIDE CITY STANDARD HANDHOLE AT BASE OF POLE. C13 PROVIDE CITY STANDARD PEDESTRIAN POLE. CONNECT TO EXISTING CITY LIGHT CIRCUIT. PROVIDE CITY STANDARD HANDHCLE AT POLE BASE RECFEVEn CITY OF TUKWILA JUN052019 PERMIT CENTER DLR Group Architecture Engineering Planning Interiors w a a . i.Ci 20 if? w H w U w U I- CO I —J H CITY OF TUKWILA CONFORMED SET Issue Date - 05.10.2019 Revisions 3 02.2 73-17158-00 STREET LIGHTING ES 1.6