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Permit PG19-0087 - E & M ELECTRIC - RELOCATE PLUMBING FOR BREAKROOM
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. PG19-0087 E & M ELECTRIC 16040 CHRISTENSEN RD #110 DIGITAL RECORDS (DR) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page #Code Exemption Brief Explanatory Description Statute/Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals’ social security Personal Information – numbers are redacted to protect those Social Security Numbers individuals’ privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW DR1 Generally – 5 U.S.C. sec. under section 42.56.070(1) of the Washington 42.56.070(1) 552(a); RCW State Public Records Act, which exempts under 42.56.070(1) the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information – expiration dates, or bank or other financial RCW account numbers, which are exempt from 26 DR2 Financial Information – 42.56.230(5) disclosure pursuant to RCW 42.56.230(5), RCW 42.56.230(4 5) except when disclosure is expressly required by or governed by other law. Personal Information – Redactions contain information used to prove RCW Driver’s License. – RCW identity, age, residential address, social security 42.56.230 (7a DR3 number or other personal information required to 42.56.230 & c) apply for a driver’s license or identicard. (7a & c) Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW Attorney-Client Privilege – disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); RCW 5.60.060(2)(a); RCW which protects attorney-client privileged DR4 RCW 42.56.070(1) communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. E M ELECTRIC 16040 CHRISTENSEN RD 110 PGI 9-0087 Parcel No: Address: 0 �=^�xx "�� Tukwila x~K=� x�n v K�nx���ua Department of Community Development 630OSouthcenterBoulevard, Su!be#1OO Tukwila, Washington 9O188 ' Phone:3D6'4]1']67O Inspection Request Line: 2U6'438'93S0 Web site: http://wwvv.Tukwi|aVVA.uux PLUMBING/GAS PIPING PERMIT 2523049039 Permit Number: 16040CHR|STEN5EN RD lln Issue Date: Permit Expires On: PGl9'OOQ7 7/l/2V19 l2/Z8/2O19 Owner: Contact Person: Contractor: Address: License No: Lender: Name: TALON RIVERVIEW PLAZA LLC 720OLIVE WAY STElOZO,SEATrLE, WA, 98101 TOTAL PLUMBING INC 3604l06TMAVE CTE'EDGEVVOOD, VVA,9837Z TOTALP1932rNU ''' Expiration Date: 7/31/2019 DESCRIPTION OF WORK: MOVE PLUMBING FOR EXISTING BREAKROOM 4 TO 5 FEET ALONG SAME WALL Valuation of Work: $3,405.00 Water District: TUKVV|L4 Sewer District: TUKVY|LA Fees Collected: $137.92 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: zed Signature: ational Electrical Code: vYACities Electrical Code: VVA[Z96-46B: WA State Energy Code: Date: 2017 2017 2017 2015 I hearby certify that I have read and examined this permit and know the same to be true and correct, All provisions oflaw and ordinances governing this work will becomplied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction orthe performance nfwork, |amauthorized tosign and obtain this development permit and agreetothe conditions attached tnthis permit. Signature: ADate: phntName: /Z83/s-la ( ThispennbshaUbecomenuUandmoidifthewmhkisnotcommenoedwbhin18Odmpfnrthedateofissuanoe,orif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: l: +**PLUM8|NG/GA5PIPING PERMIT [ONDnnON5' 3: No changes shall bemade toapplicable plans and qoedfi'cadnnsunless prior approval isobtained 6nnnthe Tukwila Building Division. l All permits, inspection records and applicable plans shall bemaintained atthe job and available tothe plumbing inspector. 4: All plumbing and gas piping systems shall beinstalled incompliance with the Uniform Plumbing Code and the Fuel Gas Code. 6: Noportion ofany plumbing system orgas piping shall beconcealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall beconducted inthe presence ofthe Plumbing Inspector. |tshall bethe duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work isready for inspection. 7; No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision ismade toprotect svchp\pefnomfraedng. All hot and cold water pipes installed outside the conditioned space shall beinsulated tominimum R-3. O: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall beprotected bysteel nail plates not less than 18gauge. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall bedirectly embedded inconcrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated woUsorpartitinns shall beprotected inaccordance with the requirements ofthe building code. 11: Piping inthe ground shall belaid onafirm bed for its entire length. Trenches shall bebackMUedinthin layers totwelve inches above the top ofthe piping with clean earth, which shall not contain stones, boulders, dnderfiU'frozen earth, urconstruction debris, 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance ufthe jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed |nnew construction andaUremodeUnginvolvinXep|vcennentof plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use orother occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 4OlofWashington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (Zq6)438-g]50 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: (For o,ff e use only PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 16040 CHRISTENSON RD King Co Assessor's Tax No.: 2523049039 Suite Number: 110 Floor: Tenant Name: E & M ELECTRIC New Tenant: Liej .....Yes LJ ..No PROPERTY OWNER Name: TALON M MAMAGEMENT PARTNES Address: 1450-114TH AVE SE STE 205 City: BELLEVUE State: WA Zip: 98004 CONTACT PERSON — person receiving all project communication — Name: ROBERT PAPINI Address: 3604-106TH AVE CT E City: EDGEWOOD State: WA Zip: 98372 Phone: (206) 227-5071 Fax: (253) 445-8503 Email: BOB@TOTALPLUMBING.US PLUMBING CONTRACTOR INFORMATION Company Name: TOTAL PLUMBING INC Address: 3604-106TH AVE CT E City: EDGEWOOD State: WA Zip: 98372 Phone: Fax: (206) 227-5071 (253) 445-8503 Contr Reg No.: TOTALPI932MU Exp Date: 07/31/2019 Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 3,405 Scope of Work (please provide detailed information): MOVE PLUMBING FOR EXISTING BREAKROOM SINK 4 TO 5 FEET ALONG SAME WALL Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water Sewer: HAApplications1forms-Applications On Line'201 I Applications \Plumbing Perrnil Application Revised 8-9-11.cleca Revised: August 2011 bh Page I of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty 1 1117 Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow _protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Intemational Plumbing Code (current edition), I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 AU ORI ED AGE. Signature: Date: Print Name: ROBERT PAPINI Mailing Address: 3604-106TH AVE CT E Day Telephone: EDGEWOOD WAq 98372 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-4-11.docx Revised: August 2011 bh Page 2 of 2 :- DESCRIPTIONS ACCOUNT .._. , PermitTRAK QUANTITY :- PAID $72.10 PG19-0087 Address: 16040 CHRISTENSEN RD 110 Apn: 2523049039 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908,00.00 0,00 $2.10 - PLUMBING $70,00 ADDITIONAL PLAN REVIEW R000,345.830.00,00 TOTAL FEES PAID BY RECEIPT: R18215 1,00 $70.00 $72..10 Date Paid: Wednesday, July 31, 2019 Paid By: TOTAL PLUMBING INC Pay Method: CREDIT CARD 05804G Printed: Wednesday, July 31, 2019 8:19 AM 1 of 1 Receipt Number DESCRIPTIONS 1 PermitTRAK ACCOUNT QUANTITY PAID $137.92 PG19-0087 Address: 16040 CHRISTENSEN RD 110 Apn: 2523049039 $137.92 Credit Card Fee $4.02 Credit Card Fee R000.369.908.00.00 0.00 $4.02 PLUMBING $128.75 PERMIT FEE R000.322.100.00.00 0.00 $68.00 PERMIT ISSUANCE BASE FEE R000.322,100.00.00 0.00 $35,00 PLAN CHECK FEE R000.322.103.00.00 0.00 $25.75 TECHNOLOGY FEE $5.15 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17968 R000.322.900.04.00 0.00 $5,15 $137.92 Date Paid: Friday, June 21, 2019 Paid By: TOTAL PLUMBING Pay Method: CREDIT CARD 150941 Printed: Friday, June 21, 2019 11:04 AM 1 of 1 eld Y T CO TUKWIL4 ETV4xIT 6200 SOUTnCENTER 8LvD TUKwILA, WA 98188 20643}'1870 CITY OF TUKWILA 0017340000802374464500 Date: 07/31/2819 08:18:37 Am [neozT [xno SALE VISA CARD NUMBER: *********0793 K TnxN AMOUNT: $72.10 xppnOvAL [D: 85804G RECORD #: 000 CLERK ID: Rachelle x {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKwILA ETR4xTT 6208 SOUTH[EmTER BLVD TUnWIL4' W4 98188 206'433z870 CITY OF TUKwzLA Date: 07/31/2019 08:18:37 AM CREDIT CARD SALE VISA CARD NUMg'n: **********0793 K TRAN AMOU—T: $72.10 APPROVAL D: 05804G RECORD #: 800 CLERK ID: RacAelIe Thank you! Customer Copy CO TUKWILA ETRAKIT 6288 SOUTH[ENTEK oLvo TUxwILA' W4 98188 286'433'I870 CITY OF TUxWzLA 0017348000882374404500 Date: 06/21/2019 I1:04:80 4M CREDIT CARD SALE VISA CARD NUMBER: ***~****+BZu x TR4N AMOUNT: $137.92 APPROVAL U}: 15094I xs[VRD #: 000 [Lsnx ID: nachelle X {CARDHOLDER'S SIGNATURE) I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUxwIL4 ETK4KIT 0200 SOVTH[ENTcR nLvD TUKwILA' WA 98188 206-433'1870 CITY OF TUKWIL4 Date: 08/21/20I9 I1:04:00 4M CREDIT [xxo SALE VISA CARD NUMBER: *****+****5324 K TRAN AMOUNT: $137.92 APPROVAL CD: 15094I RECORD #: 000 CLERK ID/ Rachelle Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT Na CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 Permit Inspection Request Line (206) 438-9350 Projec - Type nspe on: Addres : Date Called: Specialinstructions: ate a ed: a.m. p.m. Requester: Phone No: proved per applicable codes. COMMENTS: Corrections required prior to approval. Date: REINSPECTION FEE REQUIRED. Prior to next insp ctio . fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type o nspection: Address: 1tv D140 Date Called: _eA Special instructions: I.. Date Wanted: $ —% — A a.m. p.m. Requester: Phone No: I proved per applicable codes. n s pect rr; Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Total Plumbing Inc. 3604-106th Ave. Ct. E. Edgewood, WA 98372 ?Gig-0067 IVED UKWILA 'ENTER REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 0 2019 , liberTy Pumps® Pump Specifications 405 Series Commercial Drain Pump (High -Temp) 40 30 1— uJ Li! 0 20 ez t- 0 LITERS PER MINUTE 0.0 50.0 100.0 150.0 10 0 0 200.0 10 180°F 20 70°F 30 40 GALLONS PER MINUTE 50 60 12 10 8 6 4 2 0 TOTAL HEAD IN METERS 405_P 1 R8/22/2017 ©Copyright 2017 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. ( 1 -1/2 toE 1 0,.. 4001•111.1 Aro* 14.75" . 375mm , . 4 iii:IIK, , , looX. Vali .....-. • ....,:-. IMMO i i ,.. ,- 1 ,ID w ff • 6.9" 13.7" _ 3.7" CORDS 74.5mm1 - 115V - 230V *I*. PIGGY BACK - AUTOMATIC -vim- ret•••••.1•1101111111 OM .4 lrA KIR al' In! III Nri\ AWIR11111.11R111V ik II VS NI V IN Milt 1NP _ 12 .._ 3 6 - _ 20 _ 14 358 Mt 1 1 _ , ." , , PROPIRVARY AND CONFIDENTIAL THE REFORMATION CONTAINED IN THIS DRAWN,* TS THE SOLE PROPERTY OF LIBERTY PUMPS INC. ANY REPRODUCTION iti PART OR AS A WHOLE 405 SERIES DIMENSIONAL WITHOUT THE WRITTEN PERMISSION OP NE JAN / 2007 MERITA PUMPS INC, IS PROHIBITED. A APPLICATION 00 NOT SCALE DRAWING .CAtt" i WEIGHT; 23 WS I... '.., 405_P2 R8/22/20 I 7 ©Copyright 20 17 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. 4 405-Series Electrical Data MODEL HP VOLTAGE PH. FULL LOAD AMPS LOCKED ROTOR AMPS THERMAL OVERLOAD TEMP STATOR WINDING CLASS CORD LENGTH FT DISCHARGE AUTOMATIC ALARM 405 ''/ 115 1 7.3 16 140'C / 284°F F 10 2" YES 405-HV ''A 208/230 1 3.5 7 140`C / 284°F F 10 2" YES 405/A '/2 115 1 7.3 16 140°C / 284°F F 10 2" YES YES 405/A- EYE I: 115 1 7.3 16 140`C / 284°F F 10 2" YES YES NIGHTEYE® 405-Series Technical Data IMPELLER VORTEX HIGH TEMPERATUER ENGINEERED POLYMER SOLIDS HANDLING 3/8" PAINT (PUMP) POWDER COAT MAX LIQUID TEMP 82°C / 180°F CONTINUOUS MAX STATOR TEMP CLASS F 155°C/ 311 °F THERMAL OVERLOAD 140°C/ 284°F POWER CORD TYPE SJTOOW MOTOR HOUSING DEEP FINNED POWDER COATED ALUMINUM VOLUTE ENGINEERED POLYMER SHAFT STAINLESS HARDWARE STAINLESS ORINGS BONA N SHAFT SEAL ENGINEERED DOUBLE LIP WITH STAINLESS SPRINGS WEIGHT 23 LBS TANK MATERIAL POLYPROPYLENE INLET SIZE 2" FEMALE NPT DISCHARGE SIZE 2" FEMALE NPT VENT SIZE 2" FEMALE NPT 405_P3 R8/22/2017 OCopyright 2017 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. 4 4. 405-Series Specifications 1.01 GENERAL: The contractor shall provide labor, material, equipment, and incidentals required to provide (QTY) commercial drain pumps as specified herein. The pump models covered in this specification are Series 405 single phase pumps. The pump fumished for this application shall be model as manufactured by Liberty pumps, and have a maximum fluid temperature rating of 180 degrees F. 2.01 OPERATING CONDITIONS: Each drain pump shall be rated at 1/2 hp volts, single phase, 60 Hz. 3450 RPM. The unit shall produce G.P.M. at feet of total dynamic head. The draM pump shall be capable of handling effluent with 3/8" solid handling capability. The drain pump shall have a shut-off head of 34 feet and a maximum flow of 48 GPM @ 5 feet of total dynamic head. The pump shall be controlled with a piggy back style on/off float switch. 3.01 CONSTRUCTION: Each drain pump shall be equal to the Series 405 with c OS Certified pump as manufactured by Liberty Pumps, Bergen NY. The motor housing shall be constructed of a deep finned powder coated aluminum. The motor housing shall be oil filled to dissipate heat. Air filled motors shall not be considered equal since they do not properly dissipate heat from the motor. All mating parts shall be machined and sealed with a Buna-N 0-ring. All fasteners exposed to the liquid shall be stainless steel. The motor shall be protected on the top side with sealed cord entry plate with molded pins to conduct electricity eliminating the ability of water to enter internally through the cord. The motor shall be protected on the lower side with an engineered double lip seal with stainless steel springs. The tank shall be made of polypropylene. 4.01 ELECTRICAL POWER CORD The drain pump shall be supplied with 10 feet of multiconductor power cord. It shall be cord type SJTOOW, capable of continued exposure to the pumped liquid. The power cord shall be sized for the rated full load amps of the pump in accordance with the National Electric Code. The power cable shall not enter the motor housing directly but will conduct electricity to the motor by means of a water tight compression fitting cord plate assembly, with molded pins to conduct electricity. This will eliminate the ability of water to enter internally through the cord, by means of a damaged or wicking cord. 5.01 MOTORS Single phase motors shall be oil filled, permanent split capacitor, class F insulated, NEMA B design, rated for continuous duty. At maximum load the winding temperature shall not exceed 155 degrees C unsubmerged. Since air filled motors are not capable of dissipating heat they shall not be considered equal. The pump motor shall have an integral thermal overload switch in the windings for protecting the motor. The capacitor circuit shall be mounted intemally in the pump. 405_P4 R8/22/2017 °Copyright 2017 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. 6.01 BEARINGS AND SHAFT Upper and lower ball bearings shall be required. The bearings shall be a single ball / race type bearing, Both bearings shall be permanently lubricated by the oil, which fills the motor housing. The motor shaft shall be made of 300 or 400 series stainless steel and have a minimum diameter of .311". 7.01 SEALS The pump shall have an engineered double lip seal with stainless steel springs. The motor plate / housing interface shall be sealed with a Buna-N o-ring, 8.01 IMPELLER The impeller shall be molded engineered polymer, with pump out vanes on the back shroud to keep debris away from the seal area. It shall be threaded to the motor shaft. 9.01 CONTROLS All units are supplied with CSA and UL approved automatic wide angle tilt float switches. The switches shall be equipped with piggy back style plug that allows the pump to be operated manually without the removal of the pump in the event that a switch becomes inoperable. The switches shall be mounted under a separately sealed access cover and tethered to a removable stainless steel rod for easy removal and serviceability. 10.01 PAINT The exterior of the casting shall be protected with powder coat paint. 11.01 SUPPORT The polyolefin tank shall be a free standing unit. 12.01 SERVICEABILTY Components required for the repair of the pump shall be shipped within a period of 24 hours. 13.01 TESTING The pump shall have a ground continuity check and the motor chamber shall be Hi -potted to test for electrical integrity, moisture content and insulation defects. The motor and volute housing shall be pressurized, and an air leak decay test is performed to ensure integrity of the motor housing. The pump shall be run, voltage current monitored, and the tester checks for noise or other malfunction. 14.01 QUALITY CONTROL The pump shall be manufactured in an ISO 9001 certified Facility, 15.01 WARRANTY Standard limited warranty shall be 3 years. 405_P5 R8/22/2017 °Copyright 2017 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. PROJECT NAME: E - Me:47'c PERMIT NO: P6- /9 - Coe 7 SITE ADDRESS: _/(004/6 CA/IV/G&W Re 11 ORIGINAL ISSUE DATE: 7-/- /9 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN LS / 7-2 6) -/ 9 ....• Summary of Revision: W;ill im,v,p i-ncig_gavr. Received REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Sumrnary 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) PERMIT COORD COP'( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0087 PROJECT NAME: E & M ELECTRIC SITE ADDRESS: 16040 CHRISTENSEN RD 110 Original Plan Submittal Revision # Response to Correction Letter # _ X Revision # DATE: 07/26/19 before Permit Issued after Permit Issued DEPARTMENTS: - a-ko l`' Building Division II Public Worl Fire Prevention Structural Planning Division C Permit Coordinator • PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/30/19 Structural Review Required REVIEWER'S INITIALS: DATE: El APPROVALS OR CORRECTIONS: DUE DATE: 08/27/19 Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: El REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire [] Ping 0 PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0087 DATE: 06/21/19 PROJECT NAME: E & M ELECTRIC SITE ADDRESS: 16040 CHRISTENSEN RD SUITE 110 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: /11S- Building Division PVNi lic Wot iV Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division Permit Coordinator DATE: 06/25/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Denied (ie: Zoning Issues) (corrections entered in Reviews) Approved with Conditions DUE DATE: 07/2 9 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED. Departments issued corrections: Bldg 0 Fire 0 Ping LI PW LI Staff Initials: • 12/18/2013 Date: 7 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: Ilitc://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. if Plan Check/Permit Number: ri Response to Incomplete Letter # E] Response to Correction Letter # Revision # / after Permit is Issued E] Revision requested by a City Building Inspector or Plans Examiner E] Deferred Submittal # PC/ - oog 7 RECEIVED CITY OF TUKWILA JUL 2 6 2019 PERMIT CENTER Project Name: F gi: n aec-77-24 C, Project Address: ,/n4C.> Q.,1111-t 47-6,(...)56,(/ RC) z/ 0 Contact Person: BoR eA-Ph6" Phone Number: 61tr-26' )---a-1-;---0 7/ Summary of Revision: DUEM-b Gii_De- RE -rizA-Lor A)07— ALL00 , 1,0 6, b i A To /4 °cid ' I-tiler-Neg.- Tv ,z/gk1 1._ (2 c 4b;9,0 , /»yccTiL re.a - co ti /4 PPED . 9 tiA Lc- 07- ti7-- t' H p TO ge- /..A/477i-Li PP u u 0-cz_ c, ;,(;/(-, -ro fry Pp • 7O g) 1' oak /fr en F- (Le -ti (7 vep 12- 1.4 cAT-47 5 j/ii i Sheet Number(s): "Cloud" or highlight all areas of revision including date f revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on -7- ;4_0 - Ig WAPermit CentergemplatesTorms1Revision Submittal Form doe Revises!: August 2015 Home (..:ontao: Safety & Health Claims & Insurance Ck Washington State Department of i Labor & industries AO* [Search L&I A-Z T ndex H Llp M Workplace Rights Trades & Licensing TOTAL PLUMBING INC Owner or tradesperson Principals PAPINI, ROBERTO, PRESIDENT PAPINI, KAMILLE, VICE PRESIDENT Doing business as TOTAL PLUMBING INC VVA U31 No. 602 736 975 ICertifications & Endorsements 3604 106TH AVE CT E EDGEWOOD, WA 98372 253-455-8503 PIERCE County Business type Corporation Governing persons KAMILLE RENEE: PAPINI ROBERTO PAPINI; License Verify the contractor's active registration license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties PLUMBING License no. TOTALPI932MU Effective — expiration 07/31/2007— 07/31/2019 Bond No bond accounts during the previous 6 year period. Insurance Mid -Century Ins Co Policy no 605913231 $2,000,000.00 Received by L&E Effective date 08/20/2018 09/11/2015 Expiration date 09/11/2019 Insurance history Savings (in lieu of bond) $6,000.00 Received by L&I Effective date 05/14/2012 04/04/2012 Release date Impaired date N/A N/A Savings account ID Help us improve I C Livor- 7 tgal to;,19 '-uLL f'&RT CF4&1J v A LV REVIEWED FOR CODE COMPLIANCE APPROVED 'S JUL 30 201it) City of Tukwila BUILDING DIVISION To : I 36O41 06th Edgewood, FILgi Permit No. 1 - Cog-7 Plan review approval is subject to errors ana omissions. Approval of construction documents does not auth'nze the violation of any adopted code or ordinance Receipt of approved Field Copy and Itions is a By. Date: ? -3> -L9 City of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: .21 Mechanical ,EJ Electrical ❑ Plumbing .r Gas Piping City of Tukwila BUILDING DIVISION • REVISIONS No c!:r,. :es ..,a;' .,r - ..3.1e to the scope of Worh W i!nOtit , ]:': c al Ol' the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. RECEIVED CITY OF TUKWILA inL26 2019 PERMIT CENTER REVISION NOT 4. CAUTION: IF THIS SHEET.. IS NOT 30"x42" IT IS A REDUCED PRINT W: \SEA\19\6042\01\Architectural\Cad\CD\6042_A21.dwg 1/8"=1'-0" } } 0 4' 8' } } 16' } 321 .....,. .. ....,, ..,. .... ,,� .,./ ////....v..., .. ..... ...., .., ,...... ..LI .....rvaw... 1 REFLECTED CEILING PLAN SCALE: 1 /8"=1'-0" B" STORAGE 102 C© IT/ STORAGE 101 21 26 TRAINING 103 4© CO B12 WAITING 100 fori1 D CO t1 ib " 911 12'-7 OFFICE 112 B LG. CONF. 105 (E) STORAGE 104 B 24 23 22 1- 13'-7" OFFICE 111 ANN OPEN OFFICE AP 107 BREAK -I 1061 OPEN OFFICE 110 rn 12'-3" OFFICE 109 CID `,- SM. CONF. 108 16'-11" S FLOOR PLAN SCALE: 1 /8"=1'-0" LEGENDS CEILING LEGEND R ®E INDICATES AREA NOT IN CONTRACT (N.I.C.) INDICATES AREA OF CEILING FOR BID ALTERNATE EXISTING 2'x4' SUSPENDED CEILING GRID & TILES TO REMAIN EXISTING 2'x4' LIGHT FIXTURE TO REMAIN EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED PROVIDE NEW 2'x2' LIGHT FIXTURE. EXISTING CEILING -MOUNTED EXIT SIGN TO REMAIN NOTE: ADDITIONAL DIREC11ONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR. WALL LEGEND EXISTING PARTITION TO REMAIN PROVIDE NEW PARTITION TO UNDERSIDE OF CEILING NOTE: SEE METAL WALL STUD TABLE ON SHEET A5.1 TO SELECT APPROPRIATE WALL STUD SIZE FOR WALL HEIGHT. DOOR SCHEDULE DOOR & FRAME: ©11 SUITE STANDARD DOORS ARE AND SHALL MATCH EXISTING BUILDING STANDARD SOLID CORE DOORS AND CLEAR ANODIZED FRAMES. A CONFIRM WITH PROPERTY MANAGEMENT AVAILAIBLITY OF BUILDING STOCK. IF NO STOCK AVAILABLE, PROVIDE AND INSTALL NEW DOOR AND FRAME ASSEMBLY TO MATCH SUITE STANDARD LISTED ABOVE. B CONFIRM WITH PROPERTY MANAGEMENT AVAILAIBLITY OF BUILDING STOCK. IF NO STOCK AVAILABLE, PROVIDE AND INSTALL NEW DOOR AND FRAME ASSEMBLY WITH SIDELIGHT. SIDELIGHT IS 24" WIDE. SIDE LIGHT AND FRAME TO MATCH EXISTING BUILDING STANDARDS LISTED ABOVE. C EXISTING DOOR AND FRAME ASSEMBLY TO REMAIN. D PROVIDE AND INSTALL NEW DOOR WITH TEMPERED GLASS INSET AND FRAME ASSEMBLY TO MATCH SUITE STANDARD LISTED ABOVE. HARDWARE: 41© DOOR HARDWARE SHALL BE AN ACCESSIBLE LEVER STYLE. HARDWARE TO MATCH EXISTING BUILDING STANDARDS. PROVIDE AND INSTALL NEW PASSAGE SET HARDWARE SET WITH CLOSER TO MATCH SPECIFICATIONS LISTED ABOVE. 2 PROVIDE AND INSTALL NEW OFFICE/ENTRANCE FUNCTION LOCK SET HARDWARE SET AND WALL MOUNTED DOOR STOP TO MATCH SPECIFICATION LISTED ABOVE. 3 PROVIDE AND INSTALL NEW STOREROOM FUNCTION LOCK SET HARDWARE SET AND WALL MOUNTED DOOR STOP TO MATCH SPECIFICATIONS LISTED ABOVE. 4 EXISTING DOOR HARDWARE TO REMAIN. oZ GENERAL NOTES: SEE SHEET A0.1 & A0.2 FOR ADDITIONAL GENERAL NOTES • THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE. REFLECTED CEILING NOTES 1. SEE SHEET A3.1 FOR FINISHES. 2. PROVIDE SOUND BOOTS AT ALL R/A DIFFUSERS AT ALL OFFICES, TRAINING ROOMS AND CONFERENCE ROOMS. FLOOR NOTES 1. FOR METAL STUD SIZES AND SPACING SEE LIMITING WALL HEIGHT TABLE L/240 2. ALL WALL STUDS TO BE 3-5/8", U.O.N. 3. CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS AND PROVIDE SAID DOCUMENTATION TO TENANT CONSTRUCTION COORDINATOR OR. ARCHITECT UPON COMPLETION. 4. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS (IF ANY) AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 5. CONTRACTOR TO INCLUDE ALL FLOOR PREPARATIONS IN BASE BID. 6. ALL DRYWALL CORNERS AND COLUMN EDGES TO BE FINISHED WITH CORNER "L" BEAD. ALL EXPOSED EDGES TO BE FINISHED WITH METAL TRIM, 7. INTERIOR GYPSUM BOARD WALL SHALL CONFORM TO ICC REPORT ESR-1338. REFLECTED CEILING NOTES 1A 1B 2 3 4 THE CEILING/ LIGHTING IS EXISTING TO REMAIN THROUGHOUT. U.O.N. BID ALTERNATE #1: THE CEILING/ LIGHTING IN THIS IS TO BE REPLACED TO MATCH EXISTING SUITE 110 CEILING/LIGHTING. BID ALTERNATE #2: THE CEILING/ LIGHTING IN THIS IS TO BE REPLACED TO MATCH EXISTING CEILING/LIGHTING IN THE EXPANSION PORTION IDENTIFIED BY THE HATCHED AREA, DASHED LINE INDICATES LOCATION OF UPPER CABINETRY. TYPICAL INSTALLATION OF LIGHT SWITCHES AND T-STATS THROUGHOUT, U.O.N., SEE TYPICAL INSTALLATION OF LIGHT SWITCHES AND T-STATS AT ROOMS WITH SIDELITES, SEE FLOOR PLAN NOTES 21 22 23 24 NON -RATED INFILL WALL WHERE DOOR REMOVED. MATCH ADJACENT CONSTRUCTION. PROVIDE NEW UPPER & LOWER CABINETRY WITH DRAWERS, BACK SPLASH AND SINGLE -BASIN STAINLESS STEEL SINK WITH FAUCET. PROVIDE GARBAGE DISPOSAL AND INSTA-HOT. NEW REFRIGERATOR TO BE PROVIDED AND INSTALLED BY TENANT. PROVIDE NEW BACKING SUPPORT BEHIND WALL -MOUNTED EQUIPMENT LOCATIONS. SEE n NOT USED. 26 27 NEW WALL MOUNTED PROJECTION SCRREN TO BE PROVIDED AND INSTALLED BY TENANT, SPECIFICATIONS: T.B.D. SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER BY POTTER-ROEMER. CABINET TO BE ALTA SERIES #7013-DV, STEEL WITH RECOATABLE WHITE FINISH - PAINT (SEMI -GLOSS) TO MATCH ADJACENT WALL. EXTINGUISHER TO BE #3005, 2A:10B:C. SEE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 30 2019 City of Tukwila BUILDING DIVISION C iTair OF I () KW! L A 2 6 PERMIT CENTER U ct U w J W W PA / PM: I. CONNOR DRAWN BY: O.A JOB NO.: SEA19-6042-01 SHEET A2.1 0 E_- CC z 0 U ICC 0 LL 0 z CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT W: \SEA\19\6042\01 \Architectural\Cad\CD\6042_AD1.dwg D3 1/8"=11-0" III 1 0 4' 8' 16' 32' 7 Q-� CT n' I —, �=1 —rr n� n14t;' 1u....1.J 1 1. 1 1 1 I li 1 1 -1 1 1 1 11 I 1 II III 11 I 1 uL' L_UI-__. _. u�d1.�. DEMOLITION CEILING PLAN SCALE: 1 /8"=1'-0" C»" DEMOLITION FLOOR PLAN SCALE: 1 /8"=1'-0" GENERAL NOTES: SEE SHEET A0.1 & A0.2 FOR ADDITIONAL GENERAL NOTES • THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE. DEMOLITION CEILING NOTES D1 D2 D3 EXISTING CEILING GRID & TILES TO REMAIN THROUGHOUT, U.O.N. PATCH & REPAIR GRID AS REQUIRED AND REPLACE DAMAGED TILES AS NEEDED. REMOVE EXISTING LIGHT FIXTURES THROUGHOUT AS INDICATED, U.O.N. SAVE FOR REUSE. CLEAN FIXTURES AS REQUIRED FOR "LIKE NEW" CONDITION, RE -LAMP AS REQUIRED. THE LIGHTING IN THIS ROOM IS EXISTING TO REMAIN. DEMOLITION FLOOR NOTES D21 D22 D23 D24 D25 D26 D27 REMOVE PARTITIONS AND RELATED ELECTRICAL OUTLETS AS INDICATED. TERMINATE ELECTRICAL LINES BACK TO POINT OF ORIGIN. REMOVE DOOR ASSEMBLY. SAVE FOR POSSIBLE RELOCATION OR RETURN TO BUILDING STOCK. CUT -IN SECTION OF WALL AS REQUIRED FOR NEW 3'-0" DOOR. REMOVE MILLWORK & SINK. PREP AREA FOR NEW BUILDING STANDARD UPPER & LOWER MILLWORK WITH NEW SINK. REMOVE POWER/SIGNAL OUTLETS AS SHOWN. REMOVE ALL WALL AND FLOOR FINISHES THROUGHOUT. PREP FOR NEW FINISHES PER FINISH PLAN. EXISTING EXTERIOR WINDOW BLINDS TO REMAIN, UNLESS DAMAGED BEYOND REPAIR. CLEAN EXISTING BLINDS AS REQUIRED FOR "LIKE NEW" CONDITION. REPLACE ANY DAMAGED OR MISSING BLINDS TO MATCH EXISTING. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 30 2019 City of Tukwila BUILDING DIVISION LEGENDS INDICATES AREA NOT IN CONTRACT (N.I.C.) CEILING LEGEND EXISTING 2'x4' SUSPENDED CEILING GRID & TILES TO REMAIN F =- EXISTING 2'x4' LIGHT FIXTURE TO BE REMOVED - SAVE FOR c==v3 RELOCATION E® DI EXISTING 2'x4' LIGHT FIXTURE TO BE REMOVED - SAVE FOR RELOCATION Di EXISTING 2'x4' EMERGENCY LIGHT FIXTURE TO BE REMOVED ] EXISTING 2'x4' LIGHT FIXTURE TO REMAIN EXISTING CEILING -MOUNTED EXIT SIGN TO REMAIN WALL LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED CET"ri OF TLJKW'IL;'', JUL26 Z519 PERO CENTER O 0 t W Q 00 C� Z z O0 4(1)z z 0_ Lu Ce W01— > PA / PM: I. CONNOR DRAWN BY: 0.A JOB NO.: SEA19-6042-01 SHEET AD.1 z O U IL z 0 U 0 LL 0 z Mon, 22 Apr 2019 0 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT W: \SEA\19\6042\O1 \Architectural\Cad\CD\6042_A01.dwg ABBREVIATIONS GENERAL PROJECT NOTES & And L Angle ® At Centerline Diameter or Round Pound or Number Existing (E) ACOUS A.D. ADJ. AGGR. AL. APPROX. ARCH. ASB. ASPH. BD. BITUM. BLDG. BLK. BLKG. BM. B.O.C. B.O.M. B.O.P. B.O.R. BOT. Acoustical Area Drain Adjustable Aggregate Aluminum Approximate Architectural Asbestos Asphalt Board Bituminous Building Block Blocking Beam Bottom of Concrete Bottom of Mullion Bottom of Panel Bottom of Reveal Bottom CAB. Cabinet C.B. Catch Basin CEM. Cement CER. Ceramic C.I. Cast Iron C.G. Corner Guard CLG. Ceiling CLKG. Caulking CLO. Closet CLR. Clear C.O. Cased Opening COL. Column C.O.M. Center of Mullion CONC. Concrete CONN. Connection CONSTR. Construction CONT. Continuous C.O.R. Center of Reveal CORR. Corridor CTSK. Countersunk CNTR. Counter CTR. Center DBL. Double DEPT. Department D.F. Drinking Fountain DET. Detail DIA. Diameter DIM. Dimension DISP. Dispenser DN. Down D.O. Door Opening DR. Door DWR. Drawer DS. Downspout D.S.P. Dry Standpipe DWG Drawing E. EA. E.J. EL. ELEC. ELEV. EMER. ENCL. E.P. EQ. EQPT. E.W.C. EXST. EXPO. EXP. EXT. East Each Expansion Joint Elevation Electrical Elevator Emergency Enclosure Electrical Panelboard Equal Equipment Electric Water Cooler Existing Exposed Expansion Exterior F.A. F.B. F.D. FDN. F.E. F.E.C. F.H.C. FIN. FL. FLASH. FLUOR. F.O.C. F.O.F. F.O.M. F.O.SH. FPRF. F.S. FT. FTG. FURR. FUT. GA. GALV. G.B. GL. GND. GR. GYP. H.B. H.C. HDWD. HDWE. H.M. HORIZ. HR. HOT. I.D. INSUL. INT. Jan. JT. KIT. K.O. LAB. LAM. LAV. LKR. LT. MAX. M.C. MECH. MEMB. MET. MFR. MH. MIN. MIR. MISC. M.O. MTD. MUL. N. N.I.C. NO. NOM. N.T.S. O.A. OBS. O.C. O.D. OFF. OPNG. OPP. Fire Alarm Flat Bar Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cab Fire Hose Cabinet Finish Floor Flashing Fluorescent Face of Concrete Face of Finish Face of Mullion Face of Sheathing Fireproof Full Size Foot or Feet Footing Furring Future Gauge Galvanized Grab Bar Glass Ground Grade Gypsum Hose Bibb Hollow Core Hardwood Hardware Hollow Metal Horizontal Hour Height Inside Diameter (Dim.) Insulation Interior Janitor Joint Kitchen Knock Out Laboratory Laminate Lavatory Locker Light Maximum Medicine Mechanical Membrane Metal Manufacturer Manhole Minimum Mirror Miscellaneous Masonry Opening Mounted Mullion North Not In Contract Number Nominal Not To Scale Overall Obscure On Center Outside Diameter (Dim.) Office Opening Opposite PRCST. PL. P.LAM. PLAS. PLYWD. PR. PT. P.T.D P.T.D/R PTN. P.T.R. P.J. Q.T. R. RAD. R.D. REF. REFR. RGTR. REINF. REQ. RESIL. RM. R.O. RWD. R.W.L. S. SAF S.C. S.C.D. SCHED. S.D. SECT. SH. SHR. SHT. SIM. S.N.D. S.N.R. SPEC. SQ. S.ST. S.SK. STA. STD. STL. STOR. STRL. SUSP. SYS. TRD. T.B. T.C. TEL. TER. T. & G. THK. T.O.C. T.O.P. T.O.R. T.O.RC. T.O.M. T.O.W. T.P. T.P.D. T.V. T.W. TYP. UNF. U.O.N. UR. VERT. VEST. W. W/ W.C. WD. W/0 WPM WRB WSCT. WT. Pre -cast Plate Plastic Laminate Plaster Plywood Pair Point Paper Towel Dispenser Combination Paper Towel Partition Paper Towel Receptacle Panel Joint Quarry Tile Riser Radius Roof Drain Reference Refrigerator Register Reinforced Required Resilient Room Rough Opening Redwood Rain Water Leader South Self Adhered Flashing Solid Core Seat Cover Dispenser Schedule Soap Dispenser Section Shelf Shower Sheet Similar Sanitary Napkin Disp. Sanitary Napkin Recept. Specification Square Stainless Steel Service Sink Station Standard Steel Storage Structural Suspended Symmetrical Tread Towel Bar Top of Curb Telephone Terrazzo Tongue and Groove Thick Top of Concrete Top of Panel Top of Reveal Top of Deep Recess Top of Mullion Top of Wall Top of Pavement Toilet Paper Dispenser Television Top of Wall Typical Unfinished Unless Otherwise Noted Urinal Vertical Vestibule West With Water Closet Wood Without Waterproofing Membrane Wheather/Water Resistive Barrier Wainscot Weight SYMBOLS OFFICE OFFICE 0000 ALIGN ROOM NAME ROOM NUMBER DOOR NUMBER EXISTING DOOR DETAIL REFERENCE SHEET NUMBER DETAIL SECTION REFERENCE SHEET NUMBER DETAIL SECTION REFERENCE SHEET NUMBER EXTERIOR ELEVATION REFERENCE SHEET NUMBER C INTERIOR ELEVATION VIEW INTERIOR ELEVATION REFERENCE SHEET NUMBER WALL MATERIAL TYPE TYPE NUMBER FLOOR MATERIAL TYPE TYPE NUMBER MISC. MATERIAL TYPE TYPE NUMBER KEYNOTE INDICATOR FINISH INDICATOR VISION REN FIRE EXTINGUISHER CABINET W/ FIRE EXTINGUISHER ▪ WALL -MOUNTED FIRE EXTINGUISHER GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL, INDUSTRY AND PROJECT -SPECIFIC REQUIREMENTS AND STANDARDS INCLUDING WITHOUT LIMITATION OF THE FOLLOWING: A. ALL APPLICABLE BUILDING CODES B. ALL APPLICABLE SPECIALTY CODES INCLUDING THE MOST CURRENT ISSUES AND SUPPLEMENTS C. THE PROJECT MANUAL AND ASSOCIATED SPECIFICATIONS D. THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS E. ALL APPLICABLE LANDLORD BUILDING STANDARDS 2. IN USING THESE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES OR IN DOCUMENTS PROVIDED BY OTHER MEMBERS OF THE PROJECT DESIGN TEAM. UNLESS EXPRESSLY PROVIDED OTHERWISE, THE INTENT IS TO INCLUDE ALL LABOR, MATERIALS, PRODUCTS AND SERVICES NECESSARY OR APPROPRIATE FOR THE COMPLETED PROJECT AS CALLED FOR OR REASONABLY IMPLIED FROM THE PLANS AND SPECIFICATIONS PROVIDED BY THE PROJECT'S DESIGN TEAM. IN CASE OF CONFLICTS OR OMISSIONS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT OR COSTLY STANDARD. 3. IN INTERPRETING THESE PLANS, THE FOLLOWING GENERAL RULES APPLY: A. B. C. D. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS WORK NOT PARTICULARLY SHOWN OR SPECIFIED SHALL BE THE SAME AS SIMILAR PARTS THAT ARE SHOWN AND SPECIFIED WORK SHOWN AS "NIC" IS FOR REFERENCE ONLY AND THE RESPONSIBILITY OF THE CONTRACTOR ONLY TO THE EXTENT THAT THIS WORK MAY REQUIRE SOME REASONABLE PROTECTION OR COORDINATION EFFORTS. 4. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO REPRESENT ONLY THE FINISHED CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES INCLUDING ANY AND ALL SAFETY PRECAUTIONS AND PROGRAMS, AND SHALL INDEMNIFY TO THE FULLEST EXTENT ALLOWED BY LAW THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST ANY AND ALL RELATED CLAIMS AND LIABILITY. 5. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY -STANDARD LEVEL OF QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR INFORMATION (RFIs). ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER REPRESENTATIVE IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. 6. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY EVENT ALL CONTRACTORS PROCEED AT THEIR OWN RISK IF THEY FAIL TO VERIFY AND FIELD MEASURE DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED PROCUREMENT, FABRICATION OR CONSTRUCTION. 7. PLANS ARE TO BE CONSIDERED DIAGRAMMATIC IN NATURE AND INTENDED ONLY TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS.. 8. CONTRACTOR RFI's ARE INTENDED TO OBTAIN INFORMATION NOT AVAILABLE FROM THE PLANS AND SPECIFICATIONS. RFI's WILL NOT BE PROCESSED THAT CAN BE ANSWERED BY A REVIEW OF THESE DOCUMENTS, THAT REQUEST DIMENSIONS THAT CAN BE OBTAINED FROM THE PLANS BY MATHEMATICAL CALCULATION THAT ARE IN EFFECT A SUBSTITUTION SUBMITTAL, OR THAT SEEK DIRECTION CONCERNING CONSTRUCTION MEANS AND METHODS OR SAFETY PRECAUTIONS. WHERE APPROPRIATE, RFI's SHOULD BE SPECIFIC AS TO WHICH PORTION OF THE PLANS AND SPECIFICATIONS NEEDS CLARIFICATION, AND WHAT INFORMATION IS REQUIRED. 9. NO DEVIATIONS OR OMISSIONS FROM THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS PROVIDED BY THE PROJECT'S DESIGN TEAM ARE ALLOWED WITHOUT THE EXPRESSED AUTHORIZATION OF AN APPROPRIATE OWNER REPRESENTATIVE, AND THE RESPONSIBLE CONTRACTOR WILL INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST THE CONSEQUENCES OF ANY UNAUTHORIZED DEVIATIONS OR OMISSIONS. SUBSTITUTION SUBMITTALS WILL BE CONSIDERED ONLY IF THE PROPOSED SUBSTITUTION IMPROVES THE QUALITY OF THE PROJECT TO THE OWNER; AND IN NO EVENT WILL THE OWNER BE REQUIRED TO AUTHORIZE A SUBSTITUTION THAT IS NOT EQUAL IN QUALITY TO WHAT IS SPECIFIED. 10. DESIGN/BUILD CONTRACTOR SUBMITTALS WILL BE REVIEWED BY THE PROJECT DESIGN TEAM, IF AT ALL, ONLY FOR CONFORMANCE WITH THE AESTHETIC ASPECTS AND MAJOR SPACE LIMITATIONS OF THE PROJECT; AND EACH DESIGN/BUILD CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: A. PREPARING ALL THE ENGINEERING AND OTHER DRAWINGS AND SPECIFICATIONS FOR THE COMPONENTS OF ITS DESIGN/BUILD UNDERTAKING. B. COMPLYING WITH THE PROJECT'S REQUIREMENTS AND SPACE LIMITATIONS. C. COORDINATION AND INTERFACING WITH OTHER TRADES AND CONSULTANTS. D. OBTAINING ANY REQUIRED OR APPROPRIATE APPROVALS FROM AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. E. HAVING THEIR DESIGN CONSULTANTS SERVE AS THE PROFESSIONAL OF RECORD FOR THE PORTIONS OF WORK WHICH THEY DESIGN. 11. AT THE CONCLUSION OF THE CONSTRUCTION, EACH PRIME CONTRACTOR SHALL PROVIDE SUCH WRITTEN CERTIFICATION THAT THE CONSTRUCTION HAS BEEN PERFORMED IN COMPLIANCE WITH THE PROJECT'S APPROVED PLANS AND SPECIFICATIONS AS THE BUILDING OFFICIAL WITH JURISDICTION OVER THE PROJECT MAY REQUIRE, OR AS THE OWNER MAY REASONABLY REQUEST. 12. VERSIONS OF THESE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT TO THE SAME PROVISION AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY OR ON BEHALF OF THE PROJECT DESIGN TEAM, INCLUDING WITHOUT LIMITATION THEIR COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE NONEXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF ALL OR ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY OTHER USE FOR ANY OTHER PURPOSE COULD CONSTITUTE ACTIONABLE PLAGIARISM. ANY ELECTRONIC DOCUMENTS WILL BE PROVIDED IN THE RESPONSIBLE DESIGN PROFESSIONAL'S STANDARD FORMATS AND CONVENTIONS AND WITH NO GUARANTEE OF THE ABSENCE OF VIRUSES OR OTHER HARMFUL MATERIAL, OR OF COMPATIBILITY WITH ANY RECIPIENTS SOFTWARE OR HARDWARE SO THAT ANY USE 1MTH OR CONVERSION TO THE OTHER FORMS OR CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE RISK. JOB SITE NOTES: 1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT, THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREMELY NOISY CONSTRUCTION SHALL OCCUR AT NON -TYPICAL BUSINESS HOURS. CONTRACTOR SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN ADVANCE PRIOR TO WORK. 2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. 3. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE LOCATION OF DISPOSAL SITES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND CORRIDOR CARPETS. 5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PER STATE AND LOCAL CODES. 6. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN ISSUANCE OF A BUILDING OR GRADING PERMIT. 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE & COUNTY REQUIREMENTS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING AIR DISTRIBUTION SYSTEMS. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. DRAWING NOTES: 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS SHALL BE TO FACE OF CURB, FACE OF CONCRETE OR MASONRY, FACE OF FINISH OR CENTERLINE OF GRIDS. 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, U.O.N. 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 4. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING. INTERIOR / EXTERIOR NOTES: 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN RATING. 4. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL DAMAGES CAUSED BY CONTRACTOR. 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE & LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE DENSITY RATINGS FOR FINISH MATERIALS. 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS. 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS -FREE. IVE VIEW PLAZA, SUITE 110 16040 CHRISTENSON ROAD T WILA, WAS INGTON 98188 (For Tenant Improvement Permit Only) PROJECT DATA SHEET INDEX BUILDING DEPARTMENT: BUILDING CODES. OCCUPANCY CLASSIFICATION. FIRE PARTITION. TYPE OF CONSTRUCTION. SPRINKLERED• NUMBER OF STORIES. ASSESSOR'S PARCEL NO • PROJECT SCOPE: TENANT OCCUPANCY: LEGAL DISCRIPTION: CITY OF TUKWILA, WASHINGTON 2015 INTERNATIONAL BUILDING CODE - WAC 51-50 2015 INTERNATIONAL EXISTING BUILDING CODE - WAC 51-50-480000 2015 INTERNATIONAL MECHANICAL CODE - WAC 51-52 2017 WASHINGTON CITIES ELECTRICAL CODE - NEC NFPA 70-2017 2015 INTERNATIONAL FIRE CODE - WAC 51-54 2015 WASHINGTON STATE ENERGY CODE - WAC 51-11 2015 UNIFORM PLUMBING CODE AND STANDARDS - WAC 51-56 AND WAC 51-57 2009 ICC A117.1 - ANSI PER IBC CHAPTER 3 (SECTION 302) - B PER IBC CHAPTER 7 - N/A PER IBC CHAPTER 6 (SECTION 602) - V-B YES 3 ABOVE GROUND 252304-9039 THE SCOPE OF THIS PROJECT IS A SECOND GENERATION TENANT IMPROVEMENT FOR USE OF THE SAME. INTERIOR UPGRADES INCLUDE NEW OFFICES, CONFERENCE ROOM, AND OPEN OFFICE SEATING OFFICE (B) 3,649 S.F. POR W H GILLIAM D C NO 40 & OF SW 1/4 OF SW 1/4 OF SEC 24-23-04 & OF GL 1 OF SEC 25-23-04 DAF - COMM NW COR OF PARCEL 2 OF CITY OF TUKWILA SHORT PLAT NO 78-16-SS RECORDING NO 7906050098 TH S 64-09-52 E 24.88 FT TAP OF CURVE TH ELY 168 FT ALG ARC OF TANGENT CURVE TO LFT RAD 935 FT THRU C/A 10-17-42 TO TPOB TH CONTG ELY 146.87 FT ALG ARC OF NON TANGENT CURVE TO LFT RAD 935 FT TH RADIUS PT BEARING N 15-32-26 E THRU C/A OF 09-00-01 TAP ON SD CURVE TH N 06-34-56 E 66.28 FT TAP OF CURVE TH NELY 6.86 FT ALG ARC OF NON TANGENT CURVE TO RGT RAD 62 FT RADIUS PT BEARING S 22-03-30 E THRU C/A OF 06-20-30 TAP OF REV CURVE TH NELY 25.15 FT ALG ARC OF TANGENT CURVE TO LFT RAD 20 FT THRU C/A 72-03-23 TAP OF TANGENCY TH N 02-13-37 E .99 FT TH S 87-46-23 E 6.67 FT TH N 02-13-37 E 106.77 FT TH N 71-04-07 E 51.22 FT TH N 48-35-00 E 60.21 FT TH S 89-47-00 E 110 FT TH N 48-19-41 E 55 FT TH S 41-40-19 E 48.19 FT TH S 29-47-54 E 49.69 FT TH S 03-44-56 W 40.48 FT TH S 24-03-53 W 48.37 FT TH S 39-19-22 W 62.85 FT TH S 32-31-34 W 59.80 FT TH S 35-18-26 W 59.79 FT TH S 39-40-01 W 63.82 FT TH S 40-00-29 W 66.84 FT TH S 29-07-34 W 35.76 FT TH S 31-16-45 W 11.29 FT TH N 77-25-04 W 105.59 FT TH N 12-34-56 E 28 FT TH N 77-25-04 W 30.59 FT TAP OF CURVE TH SWLY 52.96 FT ALG ARC OF NON TANGENT CURVE TO RGT RAD 320 FT RADIUS PT BEARING N 69-42-59 W THRU C/A 09-28-59 TAP OF TANGENCY TH S 29-46-00 W 49.36 FT TH N 60-14-00 W 17.19 FT TH S 89-46-00 W 24.61 FT TH S 00-14-00 E 8.50 FT TH S 89-46-00 W 29.50 FT TH N 00-14-00 W 144.50 FT TH S 89-46-00 W 29.50 FT TH N 00-14-00 W 34 FT TH N 16-05-55 E 20.97 FT TAP OF CURVE TH SELY 9.43 FT ALG ARC OF NON TANGENT CURVE TO LFT RAD 968.50 FT RADIUS PT BEARING N 16-05-55 E THRU C/A 00-33-29 TAP ON SD CURVE TH N 15-32-26 E 33.50 FT TO TPOB LESS POR LY WITHIN 30 FT CITY OF SEATTLE P L R/W - AKA REVISED LOT 1 OF CITY OF TUKWILA BDRY LN ADJ NO 81-40 BLA RECORDING NO 8112160540 REVISING CITY OF TUKWILA BDRY LN ADJ NO 81-1 BLA RECORDING NO 8102050389 VICINITY MAP PROPERTY MANAGER ARCHITECT CONSULTANTS ANDOVER PARK W NO SCALE TUKWILA PARKWAY w o_ w 0 0 EVANS BLACK DR. BAKER BLVD. CHRISTIANSEN ROAD PROJECT SITE TALON M MANAGEMENT PARTNERS 1450 114TH AVE SE STE 205 BELLEVUE, WA 98004 SCOTT SULLIVAN PH: (425) 289-4900 SSULLIVAN©talon-m.com WARE MALCOMB 3015 112TH AVENUE NE, SUITE 205 BELLEVUE. WASHINGTON. 98004 IRENE CONNOR PH: (425) 670-6706 FAX: (425) 774-8219 iconnor@waremalcomb.com ELECTRICAL ENGINEER DESIGN BUILD MECHANICAL ENGINEER DESIGN BUILD PLUMBING ENGINEER DESIGN BUILD DEFERRED SUBMITTALS: DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL. ARCHITECTURAL ( 10 SHEETS ) A0.1 TITLE SHEET A0.2 GENERAL NOTES A0.3 ACCESSIBILITY DETAILS A1.1 OCCUPANCY AND EGRESS PLAN AD.1 DEMOLITION REFLECTED CEILING AND FLOOR PLANS A2.1 REFLECTED CEILING AND FLOOR PLANS A3.1 POWER AND SIGNAL AND FINISH PLANS A4.1 MILLWORK ELEVATIONS & DETAILS A5.1 DETAILS REVISIONS No changes shall be made to.tite scope of work witnout prior approval of the Tukwila Building Division. NOTE: Revisions WIIi require a new plan submittal and may include additional plan review. ELECTRICAL DESIGN BUILD - DEFERRED SUBMITTAL MECHANICAL DESIGN BUILD - DEFERRED SUBMITTAL PLUMBING SEPARATE PERMIT REQUIRED FOR: cir Mechanical L3' Electrical ❑ Plumbing Lir Gas Piping City of Tukwila BUILDING DIVISION DESIGN BUILD - DEFERRED SUBMITTAL FIRE PROTECTION DESIGN BUILD - DEFERRED SUBMITTAL REVIEWED FOR CODE COMPLIANCE APPROVED JUN 26 2019 City of Tukwila BUILDING DIVISION FILkp9PY pp Permit No. 00 G /-7 Plan review approval is subject to errors and omissions Approval of construction documents does riot authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and con ns :.- By: Date: 9 City of Tuuwita BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 21 2019 PERMIT CENTER ANY DISCREPANCY SHALL BE BROUGHT TO THE N0110E OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY PA / PM: I. CONNOR DRAWN BY: O.A JOB NO.: SEA19-6042-01 SHEET AO.1 0 N N CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A EDUCED PRINT 1/8"=1'-0" 0 4' 8' 16' 32' DEMOLITION CEILING PLAN SCALE: 1 /8"=1'-0" ULI TYP DrLJ I1'1 D 3:41 D"I k Fv-,-, DECLBJ1 DB1-1 rLJI D W: \SEA\19\6042\01 \Architectural\Cad\CD\6042_AD1. dwg DEMOLITION FLOOR PLAN SCALE: 1 /8"=1'-0" GENERAL NOTES: SEE SHEET A0.1 & A0.2 FOR ADDITIONAL GENERAL NOTES • THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE. DEMOLITION CEILING NOTES D1 D2 D3 EXISTING CEILING GRID & TILES TO REMAIN THROUGHOUT, U.O.N. PATCH & REPAIR GRID AS REQUIRED AND REPLACE DAMAGED 11LES AS NEEDED. REMOVE EXISTING LIGHT FIXTURES THROUGHOUT AS INDICATED, U.O.N. SAVE FOR REUSE. CLEAN FIXTURES AS REQUIRED FOR "LIKE NEW" CONDITION. RE -LAMP AS REQUIRED. THE LIGHTING IN THIS ROOM IS EXISTING TO REMAIN. DEMOLITION FLOOR NOTES D21 D22 D23 D24 D25 D26 D27 REMOVE PARTITIONS AND RELATED ELECTRICAL OUTLETS AS INDICATED. TERMINATE ELECTRICAL LINES BACK TO POINT OF ORIGIN. REMOVE DOOR ASSEMBLY. SAVE FOR POSSIBLE RELOCATION OR RETURN TO BUILDING STOCK. CUT —IN SECTION OF WALL AS REQUIRED FOR NEW 3'-0" DOOR. REMOVE MILLWORK & SINK. PREP AREA FOR NEW BUILDING STANDARD UPPER & LOWER MILLWORK WITH NEW SINK. REMOVE POWER/SIGNAL OUTLETS AS SHOWN. REMOVE ALL WALL AND FLOOR FINISHES THROUGHOUT. PREP FOR NEW FINISHES PER FINISH PLAN. EXISTING EXTERIOR WINDOW BLINDS TO REMAIN, UNLESS DAMAGED BEYOND REPAIR. CLEAN EXISTING BLINDS AS REQUIRED FOR "LIKE NEW" CONDITION. REPLACE ANY DAMAGED OR MISSING BLINDS TO MATCH EXISTING. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 26 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 21 2019 PERMIT CENTER LEGENDS INDICATES AREA NOT IN CONTRACT (N.I.C.) CEILING LEGEND nEXISTING 2'x4' SUSPENDED CEILING GRID & 11LES TO REMAIN EXISTING 2'x4' LIGHT FIXTURE TO BE REMOVED — SAVE FOR RELOCATION ---- EXISTING 2'x4' LIGHT FIXTURE TO BE REMOVED — SAVE FOR L--- 2J RELOCATION EXISTING 2'x4' EMERGENCY LIGHT FIXTURE TO BE REMOVED EXISTING 2'x4' LIGHT FIXTURE TO REMAIN E® EXISTING CEILING —MOUNTED EXIT SIGN TO REMAIN WALL LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED DEMOLITION REFLECTED CEILING AND FLOOR PLANS REMARKS DATE REMARKS ISSUED FOR CLIENT REVIEW DATE 0) N CV N 0 PA / PM: I. CONNOR DRAWN BY: 0.A JOB NO.: SEA19-6042-01 z 0 I— 0 U) z 0 0 0 LL i- 0 Mon, 22 Apr 2019 CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT LEGENDS GENERAL NOTES: 1/8"=11-0" I I I I 0 4' 8' 16' 32' REFLECTED CEILING PLAN SCALE: 1 /8"=1'-0" OPEN OFFICE W: \SEA\19\6042\01 \Architectural\Cad\CD\6042_A21.dwg OPEN OFFICE FLOOR PLAN SCALE: 1 /8"=1'-0" / / / / / ///// CEILING LEGEND INDICATES AREA NOT IN CONTRACT (N.LC.) INDICATES AREA OF CEILING FOR BID ALTERNATE -1-1- EXISTING 2'x4' SUSPENDED CEILING GRID & TILES TO REMAIN EXISTING 2'x4' LIGHT FIXTURE TO REMAIN EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED EXISTING 2'x4' LIGHT FIXTURE TO BE RELOCATED PROVIDE NEW 2'x2' LIGHT FIXTURE. ®E EXISTING CEILING —MOUNTED EXIT SIGN TO REMAIN NOTE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR. WALL LEGEND EXISTING PARTITION TO REMAIN PROVIDE NEW PARTITION TO UNDERSIDE OF CEILING NOTE: SEE METAL WALL STUD TABLE ON SHEET A5.1 TO SELECT APPROPRIATE WALL STUD SIZE FOR WALL HEIGHT. DOOR SCHEDULE DOOR & FRAME: SUITE STANDARD DOORS ARE AND SHALL MATCH EXISTING BUILDING STANDARD SOLID CORE DOORS AND CLEAR ANODIZED FRAMES. A CONFIRM WITH PROPERTY MANAGEMENT AVAILAIBLITY OF BUILDING STOCK. IF NO STOCK AVAILABLE, PROVIDE AND INSTALL NEW DOOR AND FRAME ASSEMBLY TO MATCH SUITE STANDARD LISTED ABOVE. B CONFIRM WITH PROPERTY MANAGEMENT AVAILAIBLITY OF BUILDING STOCK. IF NO STOCK AVAILABLE, PROVIDE AND INSTALL NEW DOOR AND FRAME ASSEMBLY WITH SIDELIGHT. SIDELIGHT IS 24" WIDE. SIDELIGHT AND FRAME TO MATCH EXISTING BUILDING STANDARDS LISTED ABOVE. C EXISTING DOOR AND FRAME ASSEMBLY TO REMAIN. D PROVIDE AND INSTALL NEW DOOR WITH TEMPERED GLASS INSET AND FRAME ASSEMBLY TO MATCH SUITE STANDARD LISTED ABOVE. HARDWARE: 11© 1 DOOR HARDWARE SHALL BE AN ACCESSIBLE LEVER STYLE. HARDWARE TO MATCH EXISTING BUILDING STANDARDS. PROVIDE AND INSTALL NEW PASSAGE SET HARDWARE SET WITH CLOSER TO MATCH SPECIFICATIONS LISTED ABOVE. 2 PROVIDE AND INSTALL NEW OFFICE/ENTRANCE FUNCTION LOCK SET HARDWARE SET AND WALL MOUNTED DOOR STOP TO MATCH SPECIFICATION LISTED ABOVE. 3 PROVIDE AND INSTALL NEW STOREROOM FUNCTION LOCK SET HARDWARE SET AND WALL MOUNTED DOOR STOP TO MATCH SPECIFICATIONS LISTED ABOVE. 4 EXISTING DOOR HARDWARE TO REMAIN. 4" TYP. /i og SEE SHEET A0.1 & A0.2 FOR ADDITIONAL GENERAL NOTES • THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE. REFLECTED CEILING NOTES 1. SEE SHEET A3.1 FOR FINISHES. 2. PROVIDE SOUND BOOTS AT ALL R/A DIFFUSERS AT ALL OFFICES, TRAINING ROOMS AND CONFERENCE ROOMS. FLOOR NOTES 1. FOR METAL STUD SIZES AND SPACING SEE LIMITING WALL HEIGHT TABLE L/240 2. ALL WALL STUDS TO BE 3-5/8", U.O.N. 3. CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS AND PROVIDE SAID DOCUMENTATION TO TENANT CONSTRUCTION COORDINATOR OR ARCHITECT UPON COMPLETION. 4. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS (IF ANY) AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 5. CONTRACTOR TO INCLUDE ALL FLOOR PREPARATIONS IN BASE BID. 6. ALL DRYWALL CORNERS AND COLUMN EDGES TO BE FINISHED WITH CORNER "L" BEAD. ALL EXPOSED EDGES TO BE FINISHED WITH METAL TRIM. 7. INTERIOR GYPSUM BOARD WALL SHALL CONFORM TO ICC REPORT ESR-1338. REFLECTED CEILING NOTES 1 1A 1B 2 3 4 THE CEILING/ LIGHTING IS EXISTING TO REMAIN THROUGHOUT. U.O.N. BID ALTERNATE #1: THE CEILING/ LIGHTING IN THIS IS TO BE REPLACED TO MATCH EXISTING SUITE 110 CEILING/LIGHTING. BID ALTERNATE #2: THE CEILING/ LIGHTING IN THIS IS TO BE REPLACED TO MATCH EXISTING CEILING/LIGHTING IN THE EXPANSION PORTION IDENTIFIED BY THE HATCHED AREA. DASHED LINE INDICATES LOCATION OF UPPER CABINETRY. TYPICAL INSTALLATION OF LIGHT SWITCHES AND T—STATS THROUGHOUT, U.O.N., SEE TYPICAL INSTALLATION OF LIGHT SWITCHES AND T—STATS AT ROOMS WITH SIDELITES, SEE FLOOR PLAN NOTES 21 22 23 24 25 26 27 NON —RATED INFILL WALL WHERE DOOR REMOVED. MATCH ADJACENT CONSTRUCTION. PROVIDE NEW UPPER & LOWER CABINETRY WITH DRAWERS, BACK SPLASH AND SINGLE —BASIN STAINLESS STEEL SINK WITH FAUCET. PROVIDE GARBAGE DISPOSAL AND INSTA—HOT. NEW REFRIGERATOR TO BE PROVIDED AND INSTALLED BY TENANT. PROVIDE NEW BACKING SUPPORT BEHIND WALL —MOUNTED EQUIPMENT LOCATIONS. SEE NOT USED. NEW WALL MOUNTED PROJECTION SCRREN TO BE PROVIDED AND INSTALLED BY TENANT, SPECIFICATIONS: T.B.D. SEMI —RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER BY POTTER—ROEMER. CABINET TO BE ALTA SERIES #7013—DV, STEEL WITH RECOATABLE WHITE FINISH — PAINT (SEMI —GLOSS) TO MATCH ADJACENT WALL. EXTINGUISHER TO BE #3005, 2A:10B: C. SEE REVIEWED FOR CODE COMPLIANCE APPROVED JUN26 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 21 2019 PERMIT CENTER w Ts O 'i o tie E: F+I 'a cu ni 0 r 0 W 0 co �z z Oo <-(14 N z W J I — co a (f J U — >o wo >o REFLECTED CEILING AND FLOOR PLANS REMARKS DATE REMARKS ISSUED FOR CLIENT REVIEW iii 04.22.2019 PA/PM: I. CONNOR DRAWN BY: O.A JOB NO.: SEA19-6042-01 z 0 U z 0 U 0 LL 0 z Tue, 23 Apr 2019 CAUTION IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT W: \SEA\19\6042\01 \Architectural\Cad\CD\6042_A41 \6042_A41.dwg SEE CEILING. PLAN ,, 8 EQUAL SPACES MILLWORK/CABINETRY NOTES: � SEE SHEET A0.1 & A0.2 FOR GENERAL NOTES SEE SHEET A3.1 FOR FINISH INFORMATION VARIES J FOR —..—.. CEILING HEIGHT OPEN ABOVE / 3/4" MELAMINE TOP W/EDGE BAND FRAMELESS CONCEALED HINGE, \ o M \ / \ / \ Z / /c \ \ �� X / \ \ I \ FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING INTERIOR ARCHITECTURAL WOODWORK SEE www.waremalcomb.com/ws/06402-001.pdf 1. ALL MILLWORK SHALL CONFIRM TO THE CURRENT WOODWORK INSTITUTE GI a \ �, L � L L L STANDARDS [ CUSTOM GRADE / PREMIUM GRADE 1ALL CABINETRY SHALL CONFORM TO THE CURRENT WOODWORK INSTITUTE STANDARDS [ CUSTOM - 2'-2' 3'-0 \ - 3/4" FRENCH CLEAT FASTENED TO STUDS, TYP. 1/4" MELAMINE BACK, TYP. w _ `i BREAK ROOM 1 - - GRADE / PREMIUM GRADE ]. 2. SHOP DRAWINGS FOR ALL CABINETRY AND MILLWORK ARE REQUIRED TO BE N N ® SUBMITTED TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO FABRICATION 1 AND INSTALLATION. \ ® - 1'-0' • - 3/4" PLASTIC LAMINATE CABINET DOOR, TYP. - FINISH BOTH SIDES & PROVIDE EDGE BAND AT ALL 4 EDGES N - — — l� _ - - - _ 3. SEE ELEVATIONS FOR EXTERIOR FINISHES SPECIFICATIONS. o T N ¢ �a '� 1____/ �. N '� _ �. N - N / / \ �� i /-\. ,- / \ \ / / / r 1/2„ 4. DOOR PULLS SHALL BE: 4" SATIN CHROMIUM WIRE PULLS. 5. COUNTERTOPS SHALL HAVE BACK -SPLASHES ONLY WHERE SHOWN ON ELEVATION. CLEAR \ \ • 1 1/2, I 3'-5" I Ir 3'-0" 3'-6" *3'-1" / 6. CABINET INTERIORS SHALL BE WHITE MELAMINE, INCLUDING EDGES. .j" • �( 4" BRUSHED STAINLESS WIRE PULLS MOUNTED HORIZONTALLY, WITH COUNTER -SUNK SCREWS & 3 EQ. SPACES 'I / +/-13'-3" 3 EQ. SPACES 7. INTERIOR SHELVING SHALL BE COVERED IN WHITE MELAMINE. 8. DOORS SHALL BE OF FLUSH OVERLAY CONSTRUCTION. '�' - — CAPS, TYP. - PROVIDE / 18 17 REFRIGERATOR 9. DOORS EDGES SHALL BE EDGE BANDED TO MATCH THE FRONTS. \ 1-t.i'3" SILENCERS AT DOORS MILLWORK _ ELEVATION - 10. INTERIOR OF DOOR SHALL BE FACED WITH SAME MATERIAL AS THE FRONTS. 11. EACH CABINET DOOR TO BE NO LESS THAN 12" WIDE AND NO GREATER THAN 18" WIDE U.O.N. 2-0 3/4" PLASTIC LAMINATE COUNTERTOP SCALE: 3/8"=1'-0" / 12. (*) VERIFY ALL EQUIPMENT CLEARANCES. CV -/ n >� 1 /2„ '� d• / 3/4" PLASTIC LAMINATE 7 BACKSPLASH WITH 1 /4" RADIUSED COVE `o `(�� � — 1/2" MELAMINE DRAWER BACK u'up �-\--- , IT - - & SIDES \ w\ N} - —� 3/4" MELAMINE DRAWER BOTTOM o 3/4" PLASTIC LAMINATE DRAWER FACE 3/16" DIA. HOLES FOR SHELF N SUPPORTS, TYP. 1 q'a 3/4" MELAMINE SHELF (1" IF OVER 3'-0" WIDE), TYP. - PROVIDE EDGE BANDS AT FRONT & BACK v -..� 3/4" x 3" STRETCHER, TYP. \ \ \ 2 4 WOOD STRETCHERS AT x 2'-0" 0.C. PLASTIC LAMINATE BASE UPPER/LOWER CABINETS SCALE: 1"=1'-0" IMWCB Uplow_drws_splash 01 1 7 2'-0" 3/4" PLASTIC LAMINATE COUNTERTOP - �-6 1 /2" -\-- 4 / v 3/4" PLASTIC LAMINATE BACKSPLASH WITH 1 /4" RADIUSED COVE - ao ' p Jam— 3/4" x 3" STRETCHER, TYP. STAINLESS STEEL SINK za 1 N - — �"8" ---' W/OFFSET DRAIN, 6" DEEP MAX. 8 ; / \ 1- `" .- � �i i 3/4" PLASTIC LAMINATE FALSE FRONT TO ALIGN WITH o TO TOP OF UPPER MC 2'-3" MIN. KNEE CLEARANCE MIN. 1:6 MAX. SLOPE J i I /1 1 i It------, ADJACENT DRAWERS FOOD WASTE DISPOSER AT LOCATIONS INDICATED PER PARTITION PLAN NN 1 /4" MELAMINE BACK, TYP. DRAIN & HOT WATER PIPING /I,6' z MAX. - _ TO BE WRAPPED WITH INSULATION AS REQUIRED \ r F \ = „ FRAMELESS CONCEALED HINGE, TYP. /3 1'-5" MIN. ACCESSIBLE INTEGRAL LOWER CABINET '(NEE/TOE CLEAR ANC AT SINK TOE -KICK SCALE: 1"=1'-0" IM WCB-Low_sink_spl ash -01 �+ REVIEWED FOR CODE COMPLIANCE APPROVED I JUN 2 6 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 21 2019 PERMIT CENTER 4 i • bA � a .5 to 5 MILLWORK ELEVATIONS & DETAILS REMARKS ' w a 0 REMARKS ISSUED FOR CLIENT REVIEW DATE A a) s N N N 4 O PA / PM: I. CONNOR DRAWN BY: 0.A JOB NO.: SEA19-6042-01 0 0 LL v/ z 0 0 rt 0 LL 0 z Mon, 22 Apr 2019