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HomeMy WebLinkAboutPermit PG19-0116 - EDGECONNEX - EW HUMIDIFIER MAKEUP WATER AND BACKFLOW PREVENTER CONNECTED TO EXISTING DOMESTIC WATER.EDGECONNEX 3425 S 116TH ST 133 Apn: 1023049043 FINALED 04/30/2021 PGI9-0116 Parcel No: Address: �`^�xx ^�� Tukwila ~�U�� ��n v ��x����xa Department of Community Development G30OSwuthcente,Boulevard, Suite #100 Tukwila, Washington 98188 Phnne:2U6'431'3670 Inspection Request Line: 206'438'9350 Web site: htto://www.TukwilaWA.gov 1023049043 Project Name: EDGECONNEX PLUMBING/GAS PIPING PERMIT P8rn1itNunnbe�- PG19'0I18 Issue Date: 1/7/2020 Permit Expires On: 7/5/2020 Owner: Contact Person: Address lU4OORODGERSROAD, HOUSTON, Contractor: Name: MCK|NSTRYCOLL[([ONSTRUCOON) Address: POBOX 24567,SEATTLE,WA, 98l34 License No: K4[K|N[L942DVV Lender: Name: Address: Phone: (617)939'1661 Phone: (206)762-3311 Expiration Date: 3/16/2020 DESCRIPTION OF WORK: DEMOLITION OF EXISTING PLUMBING AND FIXTURES IN EXISTING SPACE TO BE REMODELED, INSTALLATION OF NEW HUMIDIFIER MAKEUP WATER AND BACKFLOW PREVENTER CONNECTED TO EXISTING DOMESTIC WATER. INSTALLATION OF NEW CONDENSATE DRAIN LINES. Valuation ofWork: $20,000.00 Water District: TUKVV|LA Sewe/Disthct: VALLEYV|EW Fees Collected: $178l9 Current Codes adopted bythe City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[Z96-4GB: VV4State 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 urnot. The granting of this permit does not presume to give authority to violate or cancel the provisions cfany other state orlocal laws regulating construction o,the performance ofwork, |amauthorized tosign and obtain this development permit and agree tothe onndijonsattached tothis permit. Print Name: This permit shall become null and void if the work isnot commenced within l80days for the date ofissuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: l: ~**PLUyNB|NG/GASPIPING PERMIT CONDITIONS` 3: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall beinstalled incompliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shaU betested 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 ufthe permit tomake 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 is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall beinsulated tominimum R']. 0: 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 IDgauge. g: Piping through concrete o/masonry walls shall not besubject toany load from building construction. No plumbing piping shall bedirectly embedded inconcrete ormasonry. lU: All,pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected )naccordance with the requirements ofthe building code. 11: Piping inthe ground shall belaid onafirm bed for its entire length. Tenches shall bebackhUedinthin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderOU,frozen earth, orconstruction 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 ofthe jurisdiction, 13: The applicant agrees that heorshe will hire licensed plumber toperform the work outlined )nthis permit, 14; All new plumbing fixtures installed in new construction and all remodeling involving replacement of 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 402 nfWashington State Amendments 15: Installation ofreduced Pressure Principle Assembly (RPP4)rpquinsaseparatepub|icVVorksbackOmw inspection. The applicant nrcontractor must notify the Public Works Inspector at(ZO6)438'93S0upon commencement and completion nfwork atleast 24hours inadvance. All inspection requests for utility work must also bemade 24hours inadvance. 16: RPPA shall be installed per manufacturer's specifications and tested by a certified backflow tester upon installation, Copy ofpassing backMowtest reports shall besubmitted tothe Public Works Inspector. thereafter RPPA SHALL BE TESTED ANNUALLY at owners expense and test reports submitted to Tukwila Water Dept,GUOy0inNerBlvd,Tukwila VVA98108,phone 20G433-1O6O,fax 2D6S7E'34O4. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2UG)43O'93SO 1900 PLUMBING FINAL 8005 ROUGH'|NPLUMB|NG ,01.11 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit O. P&I 1)(0 Project No. Ct Date Application Accepted: Date Application Expires: 0 (For office 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 King Co Assessor's Tax No.: 38-3899305 Site Address: 3425 S 1 l 6th Street Suite Number: 133 Floor: Tenant Name: EdgeConneX PROPERTY OWNER Name: RReef America Reit II Corp. MMMM7, WA Address: 3425 S. 116th St. City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Paul Wicoff Address: 10400 Rodgers Road City: Houston State: TX Zip: 77070 Phone: (617) 939-1661 Fax: Email: paul.wicoff@bcei.com New Tenant: [z..No PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 20,000 Scope of Work (please provide detailed information): Demolition of existing plumbing and fixtures in existing space to be remodeled. Installation of new humidifier makeup water and backflow preventer connected to existing domestic water. Installation of new condensate drain lines. Building Use (per Intl Building Code)' Occupancy (per Int'l Building Code): Electronic Data Processing Business Utility Purveyor: Water: Water District #125 Sewer. Valley View HAApplicanuns\ Forms -Applications On 1,inc \ 2011 Applications \ Plumbing Pcrinit Application Reviscel 8-9-11.docx Revised: August 2011 bh Page I of 2 M Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty 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 T APPLICATION NOTES - 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 I -5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices 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 International 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Jam' V" Signature: Print Name: Paul. Wicoff Mailing Address: 10400 Rodgers Road Date: 124 17_151c1 Day Telephone: (617) 939-1661 Houston TX 77070 City Stale Zip H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 5-9-11,docx Revised: August 2011 bh Page 2 of 2 Receipt Number R20145 DESCRIPTIONS I PermitTRAK ACCOUNT I QUANTITY PAID $144.20 M19-0137 Address: 3425 S 116TH ST 133 Apn: 1023049043 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 MECHANICAL $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 $70.00 PG19-0116 Address: 3425 S 116TH ST 133 Apn: 1023049043 $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 TOTAL FEES PAID BY RECEIPT: R20145 R000.345.830.00.00 1.00 $70.00 $144.20 Date Paid: Friday, February 14, 2020 Paid By: STEVEN H GROSDIDIER Pay Method: CREDIT CARD 03E04A Printed: Friday, February 14, 2020 9:37 AM 1 of 1 ° YSTEM5 0 CO TUKWILA ETRAKIT 6280 50UTHCENTER BLVn TUKWILA' WA 98188 206'433'1878 CITY OF TVKWIL4 0017348000802374464500 Date: 02/14/2020 09:36:39 4M CREDIT CARD SALE MASTERCARD CARD NUMBER: **********1473 K TKAN AMOUNT: $144.20 APPROVAL [D: 03E04A RECORD #: 000 cLsnx ID: Laurie 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 • ' Cash Register Receipt City of Tukwila Receipt Number R19543 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $143.84 PG19-0116 Address: 3425 5 116TH ST 133 Apn: 1023049043 $143.84 Credit Card Fee $4.19 Credit Card Fee R000,369.908.00.00 0.00 $4.19 PLUMBING $133.00 PERMIT FEE R000.322.100.00.00 0.00 $98.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $6.65 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19543 R000.322.900.04.00 0.00 $6.65 $143.84 Date Paid: Tuesday, January 07, 2020 Paid By: STEVEN M GROSDIDIER Pay Method: CREDIT CARD 07EEBF Printpri• Tiiperiav lAntiary n7 2020 10:15 AM 1 of 1 Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 01/07/2020 10:15:35 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********1473 K TRAN AMOUNT: $143.84 APPROVAL CD: 07EEBF RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE) T AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy _ r -11\ • 1 /1 /lin() Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 01/07/2020 10:15:35 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********1473 K TRAN AMOUNT: $143.84 APPROVAL CD: 07EEBF RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy https://www.myvirtualmerchant.comNirtualMerchant/transaction.do?dispatchMethod—print... 1/7/2020 . DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $652.02 M19-0137 Address: 3425 S 116TH ST 133 Apn: 1023049043 $617.77 Credit Card Fee $17.99 Credit Card Fee R000.369,908.00.00 0.00 $17.99 MECHANICAL $599.78 PLAN CHECK FEE R000.322.102.00.00 0.00 $599.78 PG19-0116 Address: 3425 S 116TH ST 133 Apn: 1023049043 $34.25 Credit Card Fee $1.00 Credit Card Fee R000.369.908.00.00 0.00 $1.00 PLUMBING $33.25 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18391 R000.322.103.00.00 0.00 $33.25 $652.02. Date Paid: Wednesday, August 21, 2019 Paid By: PAUL WICOFF Pay Method: CREDIT CARD 07332S Printed: Wednesday, August 21, 2019 2:17 PM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6280 SOUTH[ENTER BLVD TUKWILA, WA 98188 206'433'1870 CITY OF TUKWILA Date: 08/21/2019 82:16:50 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********2752 K TRAN AMOUNT: $652.0I APPROVAL CD: 07332S RECORD #: 000 CLERK ID: kandace Thank you! Customer Copy Permit Inspections City of Tukwila Permit Number: PG19-0116 Applied: 8/21/2019 Approved: 1/3/2020 Issued: 1/7/2020 Finaled: 4/30/2021 Status: FINALED Parent Permit: Parent Project: Details: Description: EDGECONNEX Site Address: 3425 S 116TH ST 133 City, State Zip Code:TUKWILA, WA 98168 Applicant: EDGECONNEX Owner: EPROPERTY TAX INC DEPT 207 Contractor: MCKINSTRY CO LLC (CONSTRUCTION) DEMOLITION OF EXISTING PLUMBING AND FIXTURES IN EXISTING SPACE TO BE REMODELED. INSTALLATION OF NEW HUMIDIFIER MAKEUP WATER AND BACKFLOW PREVENTER CONNECTED TO EXISTING DOMESTIC WATER. INSTALLATION OF NEW CONDENSATE DRAIN LINES. L13NSP TO 5 SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS ROUGH -IN PLUMBING Bill Centen Notes: BACKFLOW - WATER Scott Moore Notes: 4/30/2021 AM 4/30/2021 PLUMBING FINAL Darrin Graham APPROVED 7854245452 Notes: Printed: Thursday, 21 October, 2021 1 of 1 rk SUPERION ES-LF909S For Health Hazard Applications Job Name EdgeConneX Job Location Engineer Approval 3425 S 116th Street LEAD FREE* • enes LF909 Contractor vea FOR° A p proval REV CODE NCE A E ; AUG 3 0 2019 City of Tukwila Reduced Pressure Zone AsserraaDING DIMS LF909 Sizes: %", (20, 25mm) LF909M1 Sizes: 11/2", 11/2", 2" (32, 40, 50mm) Series LF909 Reduced Pressure Zone Assemblies are designed to provide superior cross -connection control protection of the potable water supply in accordance with national plumbing codes and containment control for water authority requirements. This series can be utilized in a variety of installations, including health hazard cross -connections in plumbing systems or for containment ECEIVED at the service line entrance. The LF909 features Lead Free* con, nF TUKWILA struction to comply with Lead Free* installation requirements. I — • its exclusive, design incorporating the "air-in/water-out" principle it provides maximum relief valve discharge during the emergency AUG 2 1 2019 conditions of combined backsiphonage and backpressure with both checks fouled. Model LF9090T, standardly fumished with full port, resilient seated and Lead Free* cast copper silicon alloP ERMIT CENTER ball valve shutoffs. Sizes aA" and 1" (20 and 25mm) shutoffs have tee handles, Features • Modular design • Replaceable seats • Compact for installation ease • Horizontal or vertical (up or down) installation on limited sizes only • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each cross -connection to prevent backsiphonage and backpressure of hazardous materials into the potable water supply. The assembly shall consist of a pressure differential relief valve located in a zone between two positive seating check valves. Backsiphonage pro- tection shall include provision to admit air directly into the reduced pressure zone via a separate channel from the water discharge channel, or directly into the supply pipe via a separate vent. The assembly shall be constructed using Lead Free* cast copper sili- con materials. The Lead Free* reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall include two tightly closing shutoff valves before and after the assembly, test cocks and a protective strainer upstream of the No. 1 shutoff valve. The assembly (specify Model LF909 for temperatures up to 140°F (60°C) or Model LF909HW for temperatures up to 210°F (99°C)) shall meet the requirements of ASSE Std. 1013; AWVVA Std. C-511-92 CSA B64.4; FCCCHR of USC Manual Section 10. Listed by IAPMO (UPC). SBCCI (Standard Plumbing code). The assembly shall be a Watts LF909QTS or LF9090TSHW. '!•.'7, • . c.uvr,o1 Model LF909M1QT-S 11/2" (40mm) Supply Pressure Channel to Relief Valve Relief Valve Assembly Ball Valve Test Cocks Water Outlet Air Inlet R.P.Zone Second Check Module Assembly Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. NOTICE The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Watts product specifications in US. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Sovice, Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. WA'flS® 0 I (17 ^ x Models Suffix {T Quarter -turn ball valves S Bronze strainer HW Stainless steel check modules for hot and harsh water conditions The installation ofadrain line is recommended. When installing u drain line, anair gap isnecessary. Materials Body: Lead Free* Cast Copper Silicon Alloy Check Seats: SUSCe|conw Relief Valve Seats: Stainless Steel QU0HVV Test Cocks: Lead Free* Cast Copper Silicon Alloy oo/m`n'/ooregistered trademark wCelanese, umned Connections 1/,^-(D'18-25mn09UB'NPTFemale threaded body connection 1�''-2'(32-5Omm)SOS'M1'NPTMale threaded body connection Standards AVYVV4C'511'Q2 FCCCHRofUSC Manual Section 10 |APMO(UPC).GBCC|(Standard Plumbing code) Tooted and Certified byNSF International Approvals Listed bylAPM0 Listed by SBCCI tApproved by the Foundation Control and Hydraulic Research atthe University of Southern California.(QT and SModels) Vertical ''flmw'up^approval only uo1/�`(2Omm)and l^ (25,nn) sizes (model LF8O8OT). Pressure — Temperature Temperature - 14O"F(0.5,C-OO"C)continuos, 18O~F(82"C)intermittent Maximum Working Pmuouna: 175Psi(121 bar) SedmoLF3O9HW: Temperature Range: 33°F-21O"F(0.5pC-Q3"C) Maximum Working Pressure: 175psi(12.1 bar) How it Operates The unique relief valve construction incorporates two channels: one for air, one for water. When the relief valve opens, in the accompa- nying air'in/water'outdiagnem.thm right-hand channel admits air 1pthe top of the reduced pressure zone, relieving the zone vacuum, The chan- nel on the |oft then drains the zone Vu atmosphere. Therefore, ifboth check valves foul, and simultaneous nega- tive supply and positive backpressure develop, the relief valve uses the air' in/vamromphncip|etuomppmontial WATER 011T DimensionsWeights — When installing a drain line use 909AG series Air Gaps on Sohon9D8 buoh0mwpmvontem. tf3O9ELseries elbows are for air gaps onbauhflmwpreventersinvertical installations. � Series 909AG Air Gaps mmDRAIN OUTLET DIMENSIONS *EIGHTS Iron Body No. Desc. vmo In, mm mom In. mm x In. mm u la mm me *x q» nn.T/;� / | |v»bIAU'c w,bm, Y4l ,V-2o , 2� xx '05' omo,S 909wo'F 8uowtt Air Gap $.1 19.25 ,u'c ox'on - - 2 50 u* *u Vn 111 x% ox nn 171 % 3« .z 11�5 Model LF9090T ModelLF909Qp Capacity As compiled from documented Foundation for Cross -Connection Control and Hydraulic Research of the University of Southern California lab tests. 0Typical maximum system flow rate (7.5 feet/sec,) 3/4" (20mm) kPa psi 110 16 83 12 28 4 kPa psi 138 20 103 15 69 10 35 5 5 10 15 9 38 57 5 7.5 10 1.5 2.3 3.0 0 20 76 11/4" (32mm) 25 95 15 4.6 30 114 35 gpm 133 1pm 20 fps 6.1 mps 0 0 20 30 40 50 60 70 80 90 100 gprn 0 38 76 114 152 190 228 266 304 342 380 1pm 5 7,5 10 15 20 fps 1,5 2.3 3.0 4.6 6.1 mps kPa psi 138 20 103 15 69 10 35 5 0 kPa psi 138 20 103 15 69 10 35 5 kPa psi 138 20 103 15 69 10 35 5 2" (50mm) 0 1" (25mm) 0 5 10 5 20 0 19 38 57 76 5 7,5 1.5 2.3 25 30 35 40 45 50 55 60 gpm 95 114 133 152 171 190 209 228 1pm 10 15 20 fps 3.0 4.6 6.1 mps Vz" (40mm) • EMIEMEENIEM IMMUNE__ _____ ._____ MEM•Mmlimmili• IIRTWAIMENNINE 11111•111•1111MINIM MEI UNIIMINNIMMI MEIN simmummummom 10 20 38 76 14 5 1.5 4o 0 25 50 75 100 125 150 175 200 gpm 95 190 285 380 475 570 665 760 ipm 5 7,5 10 15 fps 1.5 2.3 3.0 4.6 mps 60 80 100 gpm 228 268 304 342 380 1pm 7.5 10 15 fps 2.3 3.0 4.6 mps 70 LF909QT, LF909QT-S SIZE IDN) A in. mm As in. mm in. 8 mm in. C mm D in. DIMENSIONS mm E in. mm Es in. mm L in. mm P in. mm WEIGHT OT lbs. kgs. QT-S lbs. kgs. 1/4" 14% 365 18%. 459 8% 222 4 102 4% 121 6Y. 171 105'. 259 75/. 186 3% 98 14 6.4 15.6 7.1 i 1" 15% 391 19% 498 85 222._ 4 102 43/4 121 7 178 11 219 72- 111.6 3.'A 91 15 68 175 791 11/4"M1 1%111 18% 19 470 483 23%, 24% 595 619 11% 11% 295 295 5% 55'. 140 140 , 6,4 6% 165 165 7% 7% 191 191 12%. 12% 310 321 10% 10% 264 264 5% 5/4 133 133 40 40 18.1 18.1 42.8 44.0 19.4 20.0 2"M1 19% 495 255'. 659 11% 295 5/. 140 65'. 165 7% 197 13%. 354 10% 264 5% 133 40 18.1 47.4 21.5 Subscript 'S' = strainer model USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts,ca Latin America: T: (52) 81-1001-8600 • Watts.com ES-LF909S 1750 © 2017 Watts City of Tukwila Department of Community Development 1/2/2020 PAUL WICOFF 10400 RODGERS ROAD HOUSTON, TX 77070 RE: Permit Application No, PG 19-011.6 EDGECONNEX 3425 S 116TH ST Dear PAUL WICOFF, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 8/21/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 2/21/2020. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: PG19-0116 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 - r ., PERMIT COORD COW-4 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0116 DATE: 01/07/2020 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116 ST - SUITE 133 Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after .Permit Issued DEPARTMENTS: 1 E3uildr►' ig Divisio VOf 1\°1'11/O Public Works OP Fire Prevention Structural n Planning Division Permit Coordinator st PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/09/2020 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 02/20/2020 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/ 18/2013 PERMIT COORD CONE PLAN REVIEW/ROUTING SLIP PERMITNUMBER: PG19-0116 DATE; 08/21/19 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116TH ST #133 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AW0 qi6\ Building Division r-5 A c/o, Public Works 11 Fire Prevention Structural LI n Planning Division Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 08/22/19 Structural Review Required REVIEWER'S INITIALS: DATE: LI APPROVALS OR CORRECTIONS: Approved Corrections Required C Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 09/19/2019 P Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire fl Ping 0 PW 0 Staff Initials: 12/18/2013 PROJECT NAME: t .Q E p nnex" SITE ADDRESS: V (01- 1 133 PERMIT NO: 1q— O 1 1 W ORIGINAL ISSUE DATE: t.."7..N,20 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITI LS ISSUED DATE STAFF INITIALS '--_--1(vm, Ww U1420.2 v A. Summary of Revision: j�� 1i1 -re. tot Received by:�ft.�,:> 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 REVISION SUBMITTAL Department of Community Develop en 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: 12/10/2019 Plan Check/Permit Number: PG19-0116 LJ Response to Incomplete Letter # Ej Response to Correction Letter # Revision # 1 after Permit is Issued Ej Revision requested by a City Building Inspector or Plans Examiner El Deferred Submittal # Project Name: EdgeConneX Project Address: 3425 S. 116th Street Contact Person: Paul Wicoff Phone Number: 617-939-1661 Summary of Revision: P0.1 - Updated drawing index. P1.1A - Changed sheet number from P1.1. P1.1B - Added entire sheet. P2.1A - Revised sheet name from P2.1. Revised piping to accommodate shifted mechanical equipment locations. P2.1B - Added entire sheet. RECEIVFD CITY OF TUKWILA JAN 0 7 70? PERMIT CENTER Sheet Number(s): P0.1, P1.1A, P1.1B, P2.1A, P2.1B "Cloud" or highlight all areas of revision including; reyi,sion Received at the City of Tukwila Permit Center by: Ej Entered in TRAKiT on W:1Permit Center\ TemplatesTorms1Revision Submittal Form.doc Revised: August 2015 MCKINSTRY CO LLC .4#1,abot& ndustnes Page 1 of 3 rs MCKINSTRY CO LLC Owner or tradesperson Principals ALLEN, DEAN CHARLES, PARTNER/MEMBER Hagar, Joseph Donald, PARTNER/MEMBER PEDERSEN, JAMIE D, AGENT MOORE, DOUGLAS JAMES, PARTNER/MEMBER (End: 03/01/2018) ALLEN, DAVID EDWARD, PARTNER/MEMBER (End: 03/01/2018) TEPLICKY, JOSEPH WILLIAM, PARTNER/MEMBER (End: 03/01/2018) Doing business as MCKINSTRY CO LLC WA UBI No. 602 569 922 PO BOX 24567 SEATTLE, WA 98134 206-762-3311 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. MCKINCL942DW Effective -- expiration 03/16/2006— 03/16/2020 Bond WESTERN SURETY CO Bond account no 929511574 Received by L&I 09/02/2010 Insurance Travelers Indemnity Company Th Policy no. VTC2KC05643B901IND18 $12,000.00 Effective date 09/09/2010 Expiration date Until Canceled $2.000,000.00 Received by L&I Effective date 11 /21/2019 01/31/2018 Expiration date 01/31/2021 Insurance history Savings No savings accounts during the previous 6 year period. htins://secure.lni.wa.c_Tov/verifv/Detail.asnx?I 1BI-602.569922M .1C CK 'NCI .94 D A W= 1/7/"Nrn MCKINSTRY CO LLC Lawsuits against the bond or savings Page 2 of 3 Cause no. 15-2-00291-9 Complaint filed by INSULATION SPECIALISTS INC Complaint date 12/16/2015 Dismissed Complaint against bond(s) or savings 929511574 Complaint amount $229,702.21 L&I Tax debts T e L81'tax'debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Registered training agent. Check their eligible programs and occupations. Workers' Comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Self Insured. 706,165-00 This business is certified to cover Its own workers' comp costs. No premiums due. Doing business as MCKINSTRY CO LLC Estimated workers reported N/A L&I account contact - Email: @Ini.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training— Effective July 1, 2019 Exempt from this requirement. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety & Health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 09/05/2019 Inspection no. • 317955678 Location 3005 1st Ave Seattle, WA 98121 Inspection results date 02/14/2019 Inspection no. 317952862 Location 10010 W. Geiger Blvd Spokane, WA 99224 No violations Violations .kttr.c•//cnri,ra in; Ala a rrrnr/\rPrlf‘r/Tlatail acr v7T TRT= 119 t QQ7')1eri TC=M TCTNCT Qd7T) QA W= 1 /7/7n7n MCKINSTRY CO LLC Inspection results date 08/29/2018 Inspection no. 317950323 Location 15500 Simons road north east Kenmore, WA 98028 Inspection results date 01/24/2017 Inspection no. 317943177 Location 3411 S. Union Ave Tacoma, WA 98409 Inspection results date 09/10/2014 Inspection no. 317420271 Location 16106 E. Indiana Spokane, WA 99216 Inspection results date 02/11/2014 Inspection no. 316962778 Location 801 E. Wheeler Road Moses Lake, WA 98837 Inspection results date 02/06/2014 Inspection no. 316960889 Location 7761 Randolph Rd Moses Lake, WA 98837 No violations Violations Violations No violations No violations Page 3 of 3 1—: TR T=A111C 01:7r>")R, T TP=IX ACV TNIPT Q/1")TIAXIR,C XXI= 1 /7/11011