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HomeMy WebLinkAboutPermit PG18-0060 - FUSE NETWORKS - INSTALL BREAK ROOM SINK AND WATER HEATERFUSE NETWORKS 7100 FORT DENT WAY PG1 8-0060 Parcel No: Address: �=^�«x of Tukwila v��°� " K�n���Uoa of _-,__''-^ Community Development 6300 Southcenter BoulevardSuite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206'438'9350 Web site: httn://vmmw/.TukwUaVVA.Rox PLUMBING/GAS PIPING PERMIT 2954900440 7100 FORT DENT WAY Project Name: FUSE NETWORKS Permit Number: .PG18-0060 Issue Date: 5/9/2018 Permit Expires On: 11/6/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: JOHN C RADOVICH DEV CO 2835O2NDAVSE#S-1,MERCER ISLAND, WA, 98040 JOE PAPERNIK 1l43Z47THAVE NE'MAKY5V|LLE WA, 98271 CITY PLUMBING INC 11432 47TH AVE NE, MARYSVILLE, WA, 98271 CITYPI*955KJ '^' Phone: (360) 661-5568 Phone: (360) 454-0481 Expiration Date: 8/1/2018 DESCRIPTION OF WORK: INSTALL BREAK ROOM SINK AND WATER HEATER Valuation of Work: $7,500.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $190.52 Current Codes adopted by the City of Tukwila: International auUding Code Edition: nternational Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 20152015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: Date: 2017 20172017 2015 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the onditions attached to this permit. Signature: Date: t Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: The owner or his representative shall submit a KC Non - the new plumbing fixtures to be installed under this pe 2: The owner or his representative shall submit a KC Non - Residential sewer Use Certification form listing all rmit. Residential sewer Use Certification form listing all the new plumbing fixtures to be installed under this permit. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 1900 8005 GROUNDWORK PLUMBING FINAL 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. 7 IC1' OD (0 0 Project No. Date Application Accepted: , 01 Date Application Expires: Q (71 (For office a 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: 7100 Fort Dent Way King Co Assessor's Tax No.: 2954900440 Suite Number: 140 Floor: 1st Tenant Name: Fuse Networks New Tenant: m Yes ❑ ..No PROPERTY OWNER Nameei ll,Y 9 y.r,nV 1n - Name: John C Radovich Development Address: Address: 2835 82nd Ave SE City: State: City: Mercer Island State: Wa Zip: 98040 CONTACT PERSON — person receiving all project communication Nameei ll,Y 9 y.r,nV 1n - Address: 11432 47th Ave Ne Address: Phone: (360) 661-5568 Fax: (360) 454-0485 City: State: Zip: Phone: ' ✓ j �C jO ,' Ukn • Mx: t' I 1 Email: PLUMBING CONTRACTOR INFORMATION Company Name: City Plumbing Inc. Address: 11432 47th Ave Ne City: Marysville State: Wa Zip: 98271 Phone: (360) 661-5568 Fax: (360) 454-0485 Contr Reg No.: CITYPI*955KJ Exp Date: 08/18/2018 Tukwila Business License No.: BUS -0993653 Valuation of Project (contractor's bid price): $ 7,500 Scope of Work (please provide detailed information): Install break room sink and water heater Building Use (per Int'l Building Code): Occupancy (per Int'! Building Code): Utility Purveyor: Water: Sewer H: Applications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-I l.docn Revised: August 2011 bh Page 1 of 2 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 I Shower, single head trap 1 Sinks 1 Rain water system — per drain (inside building) 1 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 1 Urinal Water heater and/or vent 1 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 1 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 1 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 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 : r E LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE ' OR A ` HO 4' Signature: NT: Print Name: Joe Papernik Mailing Address: 11432 47th Ave NE Date: Day Telephone: (360) 661-5568 Marysville Wa 98271 H:Wpplicatiore\Forn s -Applications On Line \201 I Applications\Plumbing Pennit Application Revised 8-9-1 l.docx Revised: August 2011 bh City State Zip Page 2 of 2 DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID 0 PG18-0060 Address: 7100 FORT DENT WAY Apn: 2954900440 90 Credit Card Fee $5,55 Credit Card Fee R000.369.908.00.00 0.00 $5.55 PLUMBING $177.86 PERMIT FEE R000.322.100.00.00 0.00 $109.14 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PLAN CHECK FEE R000.322.103.00.00 0.00 $35.57 TECHNOLOGY FEE $7.11 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14288 R000.322.900.04.00 0.00 $7.11 $190.52 Date Paid: Thursday, April 19, 2018 Paid By: JOSEPH PAPERNIK Pay Method: CREDIT CARD 02184G Printed: Thursday, April 19, 2018 11:44 AM 1 of 1 WSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit F610-oapv PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: ri,cs itie4so C artcr Type of Inspection: PLurr,b ;-, F. nc-I___ Address: 710 0 iCerl- .D&A- Date Called: U Special Instructions: Date Wanted '6 -3--2D p.m • Requester: Phone No: 'Approved per applicable codes. El Corrections required prior to approval. COMMENTS: P' Inspector: Date —115 '001r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ct: it jc. j...,) r ovS T f Inspecti9n: ••tdi,01 101 na.- fidett. Address: -not7 .r -I bere lizq- Date Called: Special Instructions: Date Wanted 6 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: coL-(um-7 s e L-1.7ar)4 cilArd .kr epr_ 4tel pan- pAl-rerivi -eAs 4z3 d-ead. Inspector: Date•6..... 2.4„e„....„ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali. to schedule reinspection. PGts-000 INSPECTION RECORD Retain a copy with permit NSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type of Inspection: G rovtrviuloric Address: -7 1CO Filr4 ,1)e0+ WAY Dete-Ettfted ..ii . Special Instructions: *1.11544ii- 5re44- RC° . S 114- g Vick.it4' k 4. r Date Want : - _ a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: *6 irOtAga u_)vv-tc (LAN,A.10 nspector: Date5 /0 - zoi REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. DAYTON' SPECIFICATIONS F'1L PRODUCT SPECIFICATIONS Dayton® Stainless Steel Single Bowl Top Mount Sink. Overall dimensions are 25" x 21-1/4" x 5-3/8". Sink is manufactured from 22 gauge 300 series Stainless Steel with a Satin finish, Rear Center drain placement and Bottom only spray. Installation Type: Top Mount Material: 300 series Stainless Steel Finish: Satin Gauge: 22 Sound Deadening: Bottom only spray Number of Bowls: 1 Sink Dimensions: 25" x 21-1/4" x 5-3/8" Bowl 1 Dimensions: 21" x 15-3/4" x 5-1/4" Drain Size: 3-1/2" (89mm) Drain Location: Rear Center Minimum Cabinet Size: 30" Mounting Hardware: Part # 64090012 included for countertops up to 3/4" (19mm) thick Cutout Template #: 1000001245 Template is available for download at elkay.com Cutout Dimensions for Top Mount Installation: 24-3/8" x 20-5/8" (619mm x 524mm) with 1-1/2" (38mm) comer radius ri This sink is compliant to ADA and ANSI/ICC A117.1 accessibility requirements when installed according to the requirements outlined in these standards. Hole Drilling Configurations: 1-1/2" (38mm) Diameter Faucet Holes on 4" (102mm) Centers ® // O O O 0 ( _ 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 04 2018 City of Tukwila Fwl:JILDING DIVISION • Ir O O I © 0 RECEIVED O O APR 21t 2018 TUKWILA PUBLIC WORKS PROJECT: CONTACT: DATE: QTY: NOTES: APPROVAL: Dayton® Stainless Steel Single Bowl Top Mount Sink Model(s) GE12521 AMERICAN PRIDE. A LIFETIME TRADITION. Like your family, the Elkay family has values and traditions that endure. For almost a century, Elkay has been a family-owned and operated company, providing thousands of jobs that support our families and communities. Sinks are listed by IAPMO® as meeting the applicable c requirements of the Uniform Plumbing Code®, International c m Plumbing Code®, and National Plumbing Code of Canada. Product Compliance: ADA BUY AMERICAN ACT ASME A112.19.3/CSA 845.4 Clean and Care Manual (PDF) Installation Instructions (PDF) Limited Lifetime Warranty (PDF) Similar models are available with: drain in another location 21-114" (540mm) 15-3/4" (400mm) 2-1/4" R (57mm) Y 5-3/8" (137mm) REC�!,i c I f `t OF Ti PERMIT CENTER In keeping with our policy of continuing product improvement, Elkay reserves the right to change product specifications without notice. Please visit elkay.com for the most current version of Elkay product specification sheets. This specification describes an Elkay product with design, quality, and functional benefits to the user. When making a comparison of other producers' offerings, be certain these features are not overlooked. Elkay REV 03062016 2222 Camden Court elkay.com/ge12521 Oak Brook, IL 60523 vic 2016 pec.pdf DAYTON* SPECIFICATIONS Dayton® Stainless Steel Single Bowl Top Mount Sink Model(s) GE12521 Installation Profile: Silicone Caulk Countertop Not furnished OPTIONAL ACCESSORIES Cutting Board: CB1516 Drain: LK35L Hardware: LK364, LK463 Rinsing Basket: LKWERBSS Sinkmate: LKSM17, LKSMHOOK, LKSMSPONGE, LKSMHSL In keeping with our policy of continuing product improvement, Elkay reserves the right to change product specifications without notice. Please visit elkay.com for the most current version of Elkay product specification sheets. This specification describes an Elkay product with design, quality, and functional benefits to the user. When making a comparison of other producers' offerings, be certain these features are not overlooked. Elkay REV 03062016 2222 Camden Court © 2016 elkay.com/ge12521 Oak Brook, IL 60523 GE12521_spec.pdf A Moen Incorporated Brand SPEC 1 F 1 C A T 1 0 N S 1-1 E E T DESCRIPTION • Metal construction with various finishes identified by suffix • Includes hose and spray • Hose reach 36" hose length 48" • 1/2" IPS connections • Six (6) individual boxes per master carton • Side spray finishes matches faucet finishes OPERATION • Lever -style handles • Hot side: Turn counterclockwise to open (clockwise to close) • Cold side: Turn clockwise to open (counterclockwise to close) • Will operate with less than 5 lbs. of torque • No grasping motion required to operate the faucet handles FLOW • Aerator limited to 15 gpm (5.7 Umin) CARTRIDGE • Ceramic disc technology • Non-metallic, non-ferrous, and brass material • Single body construction for easy replacement STANDARDS • Third party certified to IAPMO Green ASME A112.18.1/CSA B-125.1 and all applicable requirements referenced therein including NSF 61/9 • Meets CalGreen and Georgia SB370 requirements • Contains no more than 0.25% weighted average lead content • Complies with California Proposition 65 and with the Federal Safe Drinking Water Act • ADA la for lever handles • Features red/blue hot/cold temperature indicators WARRANTY - RESIDENTIAL, COMMERCIAL • Ten year limited warranty against defects in materials and manufacturing workmanship • Refer to the installation instructions enclosed with each CFG product or call 1-888-450-4910 for complete warranty information Dapstone° Two Handle High -Arc Kitchen Faucet Model: CA41613 series with side spray CRITICAL DIMENSIONS • This faucet designed to be installed through 4 holes, 1-1/4" minimum diameter, 8" centers • Maximum deck thickness 1-1/8" (28.6mm) 4.000' _ 4.000' (10160mm) 1101600 rivnl .._ 10.050' 126035 mm) ... 13500' (3419 mm) CRITICAL DIMENSIONS (DO NOT SCALE) (32 mm) CLEVELAND FAUCE i GROUP • 25300 AL MOEN DRIVE • NORTH OLMSTED, OHIO 44070 • (888) 450-5522 • WWW.CFGONL)NE.COM Rev. 5/13 BRADFORD WHITE®im WATER H EAT E R S Residential Utility Electric Water Heater Photo is of RE112U6 The Utility Electric Models Feature: ■ Fully Automatic Controls—Fast-acting surface -mount thermostat for automatic temperature control. Factory -installed sensitive manual reset energy cut-off for safety to prevent overheating. • Direct Heat Transfer With a Single Immersed Element—Transfers heat directly and efficiently to the water. Screw-in style element. ■ Vitraglas0 Lining—Bradford White tanks are lined with an exclusively engineered enamel formula that provides superior tank protection from the highly corrosive effects of hot water. This formula {Vitraglasa) is fused to the steel surface by firing at a temperature of over 1600°F (871 °C). ■ 1" Non -CFC Foam Insulation—Covers the sides and top of the tank, reducing the amount of heat loss. This results in less energy consumption, improved operation efficiencies, and jacket rigidity. ■ Water Connections -3/4" NPT factory -supplied true dielectric fittings extend water heater life. Located on the side for easier installation (Fittings packaged separately inside carton). • Alternate Top Water Connections—The 6 and 12 gallon models have alternate 3/4" water connection tappings on top. ■ Protective Magnesium Anode Rod—Provides added protection against corrosion for long trouble-free service. • Voltages Available -120V, 208V, 240V, 277V, 480V. • Single Phase Operation Only. • T&P Relief Valve—Installed, • Design evaluated by ETL in accordance with Part 280.707(d) of HUD Mobile Home Construction and Safety Standards for Energy Efficiency. Copper Screw Type Immersion Element (Incoloy type immersion element available upon request) emu CERTIFIED Intertek Intertek 6 or 10 -Year Limited Tank Warranties / 6 or 10 -Year Limited Warranty on Component Parts. For more information on warranty, please visit www.bradfordwhite.com For products installed in USA, Canada and Puerto Rico. Some states do not allow limitations on warranties. See complete copy of the warranty included with the heater. MANUFACTURED UNDER ONE 0R MORE OF THE FOLLOWING U.S. PATENTS: 5,682,666; 7,634,976; 5,660,165: 5,954,492; 6,056,542; 5935280; 5372,185; 5,485,874; 5,574,822, 7,971,560; 7,992,526; 6,684,821; 5442,178; 7,334,419; 7,866,168; 7,270,087; 7,007,748; 5,596,952; 6,142,216: 7,699,026; 5,341,770; 7,337,517; 7,665,211; 7.565,210; 7,063,132; 7,063,133; 7,559,293; 7,900589; 5,943,984; 8,082588; 5,988,117; 7,621,238; 7,650,859; 5261,379; 7,409,925; 5,277,171; 8,146,772; 7.458,341; 2,262,174. OTHER U.S. AND FOREIGN PATENT APPLICATIONS PENDING. CURRENT CANADIAN PATENTS: 2,314,845; 2,504,824; 2,108,186; 2,143,031; 2,409,271; 2,548,958; 2,112,515; 2,476,685; 2,239,007; 2,092,105; 2,107,012. Vitraglas• is a registered trademark of Bradford White' Corporation. 1222-A-0316 Residential Electric Water Heater Utility Models C.E.C. Listed Model Number Capacity US. Imp. Gal. Gal. Recovery 90°F Rise U.S.* Imp' GPH GPH A Floor to Heater Top in. B Jacket Dia. in. C Floor to Hot Water Conn. in. D Floor to T&P Conn. in. E Floor to Cold Water Conn. in. F Floor to Anode Rod in. G Floor to Electrical Access in. Approx. Shipping Weight lbs. IMO 1 1 1 1 IS IN III i ID • RE110U6 10 8 7 6 171/2 16 15 14 51/16 911/16 12 44 RE112U6 12 10 7 6 163/e 18 101/4 101/4 3 161/2 167/8 53 RE112T6t 12 10 7 6 273/4 14 211/8 211/8 3 273/4 273/4 48 RE115U6 15 13 7 6 201/4 18 173/4 163/4 61/8 10'/e 1211/16 58 RE120U6 19 16 7 6 243/4 18 181/4 181/4 3 101/4 243/4 65 Model Capacity Liters Recovery 50°C °C Rise Liters/' Hour A Floor to Heater Top mm. B Jacket Dia. mm. C Floor to Hot Water Conn. mm. D Floor to T&P Conn. mm. E Floor to Cold Water Conn. mm. F Floor to Anode Rod mm. G Floor to Electrical Access mm. Approx. Shipping Weight kg. RE16U6t 23 26 419 356 257 257 79 444 419 16 RE110U6 38 26 445 404 381 355 144 246 305 20 RE112U6 45 26 429 457 260 260 76 439 429 24 RE112T6t 45 26 705 356 537 537 76 730 705 22 RE115U6 57 26 514 457 451 425 156 257 322 26 RE120U6 72 26 629 457 464 464 76 260 628 29 tMaximum wattage at any voltage is 3000W. For 10 year models, change suffix "6" to "10". Single element only. ALTERNATE COLD INLET (PLUGGED) 6 812 GAL ONLY PLUG TYPE ANODE 6 612 GAL. ONLY ALTERNATE HOT OUTLET (PLUGGED) 6 812 GAL ONLY 10 & 15 Gallon Models 6, 12, & 20 Gallon Models General: All models are exempt from NAECA requirements and ASHRAE Standard 90.1 b. All models ETL listed. These heaters are wired Single Phase, 120V with one 1500W element, unless otherwise specified. All water and electrical connections are 3/4" (19mm) NPT. All models certified at 300 psi test pressure (2068 kPa) and 150 psi working pressure (1034 kPa). Applicable models CSA -verified for energy performance in accordance with C191.1 -M90. Wattage Recovery GPH Temperature Rise °F 60 80 90 100 120 1500W 2000W 2500W 3000W 3500W 4000W 4500W 5000W 5500W 6000W 10 8 7 6 5 14 10 9 8 7 17 13 11 10 9 21 15 14 12 10 24 18 16 14 12 28 21 18 16 14 31 23 21 19 15 34 26 23 21 17 38 29 25 23 19 41 31 28 25 21 Wattage Limitations 480V Voltage 120V 208V 240V 277V 1500W yes yes yes yes yes 2000W yes yes yes yes yes 2500W yes yes yes yes yes 3000W yes yes yes yes yes 3500W no yes yes no no 4000W no yes yes yes yes 4500W no yes yes yes yes 5000W no yes yes yes yes 5500W no yes yes no no 6000W no yes yes yes yes Dimensions and specifications subject to change without notice in accordance with our policy of continuous product improvement. ( BRADFORD WHITE" WATER HEATERS Ambler, PA For U.S. and Canada field service, contact your professional installer or local Bradford White sales representative. Sales 800-523-2931 • Fax 215-641-1670 / Technical Support 800-334-3393 • Fax 269-795-1089 • Warranty 800-531-2111 • Fax 269-795-1089 Intemational: Telephone 215-641-9400 • Telefax 215-641-9750 / www.bradfordwhite.com BRADFORD WHITE -CANADA' INC. Sales / Technical Support 866-690-0961 / 905-238-0100 • Fax 905-238-0105 / www.bradfordwhite.com Built to be the BestTM ©2016, Bradford White Corporation. All rights reserved. 1222-A-0316 Printed in U.S.A. PRODUCT SPECIFICATION DRAWING QUICK STANDTm #40-SWHP-A Suspended Water Heater Platform (PVC) DRAIN BODY ASSY ❑ 21.86 (Center to Center of Rods) PAN ASSY 01.32 FULLY ASSEMBLED The Suspended Water Heater Platform is engineered to support water heaters up to 20 U.S. gallons (up to 375 pounds total weight). This time and labor savings tool is designed for the Professional Contractor. Design features requested by plumbers are incorporated into a professional platform that can be suspended with all thread rod. See Installation Instructions for detail. Product Information: Material: Pan: 14 gage CRS, galvanized Corner Brackets: 14 gage CRS, galvanized Wide platform allows water heaters up to 21-1/4" diameter • Watertight comers and drain fittings eliminate need for additional drain pan Static load rating 375 pounds with 2X safety factor (depending on structural anchorage) Includes PVC drain body 1" MIPT x 1" FS Galvanized steel construction Suspends with user supplied 3/8" or 1/2" threaded rod and hardware • Four comer attachment points allows for seismic/sway bracing connection • Patent pending •Y • • TO CHANGE WITHOUT NOTICE. IT MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN AUTHORIZATION. HOIDRITE° COAIZRTtd : MAKES 1117 rdETI IODS INTO ENGINEERED SOL.ITK111.7" 800-321-0316 OR 760-744-6944 / FAX: 760-7440507 / VWVW.HOLDRITE.COM spec 40-SVVHP-A RevE Product Submittal Job Name: Date: Part Number: Architect 1 Owner: Contractor: Notes: PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0060 PROJECT NAME: FUSE NETWORKS SITE ADDRESS: 7100 FORT DENT WAY X Original Plan Submittal Response to Correction Letter # DATE: 04/23/18 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: C Building Division pi AIA)C 14)-144 Public Works Fire Prevention Structural [i] Planning Division LIPermit Coordinator PRELIMINARY REVIEW: Not Applicable El (no approval/review required) DATE: 04/24/18 Structural Review Required REVIEWER'S INITIALS: DATE: LI APPROVALS OR CORRECTIONS: DUE DATE: 05/22/18 Approved n Approved with Conditions X Corrections Required 0 Denied n (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 CITY PLUMBING INC 0Washington State Department of Labor & Industries IIonic Isp.:npl. (if O), a Safety & Health Claims & Insurance ;Search L&I A7. Iridcx Help Page 1 of 2 My L&I Workplace Rights Trades & Licensing CITY PLUMBING INC Owner or tradesperson Principals PAPERNIK III, JOSEPH S, PRESIDENT BERKMAN, RICHARD L, VICE PRESIDENT (End: 07/21/2010) Doing business as CITY PLUMBING INC WA UBI No 602 218 839 11432 47th ave ne MARYSVILLE, WA 98271 360-454-0481 SNOHOMISH County Business type Corporation Governing persons RICHARD L BERKMAN JOE S III PAPERNIK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties PLUMBING License no. CITYPI*955KJ Effective -- expiration 05/11/2005— 08/01/2018 Bond Lexon Ins Co Bond account no. 9808230 Received by L&I 07/07/2011 Active. Meets current requirements. $6,000.00 Effective date 08/01/2011 Expiration date Until Canceled Insurance OHIO CAS INS CO $1,000,000.00 Policy no. 54203169 Received by L&I Effective date 06/27/2017 08/01/2010 Expiration date 08/01/2018 Savings No savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602218839&LIC=CITYPI*955KJ&SAW= 5/9/2018 CITY PLUMBING INC Lawsuits against the bond or savings No lawsuits against the bond or savings accoi?'.s during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. .111111111. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums L&I Account ID 033,333-00 ....................... Doinc business as CITY PLUMBING INC Estimated workers reported Quarter 1 of Year 2018 "7 to 10 Workers" L&I account contact T3 / STEPHANIE HENDERSON (360)902-5598 - Email: HSTE235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ....................................... No strikes have been issued against this contractor. Contractors not aliowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 Lit Washington State Dept. of Labor & Industries_ Use of this site is subject. to the laws of the slate of Washington_ Help us improve https://secure.lni. wa.gov/verify/Detail.aspx?UBI=602218839&LIC=CITYPI*955KJ&SAW= 5/9/2018 : NELSON-FULLctb None PenTab 7100 FORT DENT WAY TUKWILA, WASHINGTON 98168 x U- rt Dent III\Fus Plot Date: 3/12/2018 4:22:32 PM Filename: U:\Other Compa -11 PROJECT TITLE ACT AD] AFF ALT ALUM APPROX BLDG BLKG B/S CAB CLR CLG CL COL COMM COMP CONST CONT CPT CT DIA DR DIM DW DWG E EA EAD ELEC ELEC'L ELEV EQ EXIST EXT FIN FLR FLUOR FMC FR FT FURN GA GALV GD GL GWB HC HDW HM HT HVAC IN INCL INSUL INT JT LL@TE ACOUSTICAL CEILING TILE ADJACENT / ADJUSTABLE ABOVE FINISH FLOOR ALTERNATE ALUMINUM APPROXIMATELY AT BUILDING BLOCKING BUILDING STANDARD CABINET CLEAR/CLEARANCE CEILING CENTERLINE COLUMN COMMUNICATION COMPOSITION CONSTRUCTION CONTINUOUS CARPET -CERAMIC/CONCRETE TILE DIAMETER DOOR DIMENSION DISHWASHER DRAWING EXISTING / EAST EACH EXIT ACCESS DOOR ELECTRIC ELECTRICAL ELEVATION (VIEW) EQUAL EXISTING EXTERIOR FINISH FLOOR FLUORESCENT FLOOR MATERIAL CHANGE FIRE RATED FEET FURNISH / FURNISHINGS GAUGE GALVANIZED GARBAGE DISPOSAL GLASS / GLAZING GYPSUM WALL BOARD HOLLOW CORE HARDWARE HOLLOW METAL HEIGHT HEATING, VENTILATING, AIR CONDITIONING INCH INCLUDE INSULATION INTERIOR JOINT BY LANDLORD AT TENANT'S EXPENSE ABBREVIATIONS LF MAX MECH MFR MIN MISC MTD MTL MW N N/A NIC NO NOM NTS OC OPNG OPP ORIG PERM PL PLAM PLYWD PR PTN R RB REF REFL'D REINF REQ'D REV RM RO S SCHED SC SECT SIM SPEC SQ STD STL STOR SUSP TEL TSG TYP UNO VCT VERT W W/ W/O WC WD LINEAL FOOT MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL MICROWAVE OVEN NORTH / NEW NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OPENING OPPOSITE ORIGINAL PERMANENT PLATE PLASTIC LAMINATE PLYWOOD PAIR PARTITION RADIUS / REMOVE / RELOCATE RUBBER BASE REFRIGERATOR REFLECTED REINFORCING REQUIRED REVISION / REVERSE ROOM ROUGH OPENING SOUTH SCHEDULE SOLID CORE SECTION SIMILAR SPECIFICATION SQUARE STANDARD STEEL STORAGE SUSPENDED TELEPHONE TEMPERED SAFETY GLASS TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITE TILE VERTICAL WEST WITH WITHOUT WALLCOVERING WOOD NA T. I NOT USED FORT DENT III 7100 FORT DENT WAY EXISTING OFFICE BUILDING itvre 3 VICINITY MAP FORT DENT III 7100 FORT DENT WAY EXISTING OFFICE BUILDING NORTH NTS 4 SITE PLAN NORTH NTS SCOPE OF WORK: SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: TENANT IMPROVEMENT TO THE SOUTHEAST PORTION OF THE FIRST FLOOR FOR OFFICE USE TO INCLUDE: • DEMOLITION OF PARTITIONS AND DOORS • CONSTRUCTION OF PARTITIONS AND DOORS • CONSTRUCTION OF CASEWORK • NEW PAINT AND FLOORING IN SUITE • INSTALLATION OF NEW AND RELOCATED LIGHT FIXTURES • NO STRUCTURAL WORK • NO ALTERATION OF CORE 7100 FORT DENT WAY TUKWILA, WA 98168 295490-0440 GUNDRAKERS INTERURBAN ADD PARCEL 2 LESS GEG MOST WLY CORNER OF PARCEL 1 TH N 63-35-49 E 237.32FT TH S 26-24-11 E 227.32FT TO COMMON COR BTW PARCELS 1 & 2 TH N 63-35-49 E 252.25 FT TH N 26-24-11 W 77.65 FT TH N 56-15-11 W 234.09 FT TH N 31-12-43 W 82.39 FT TO INTSN WITH NWLY LN OF PARCEL 2 TH S 58-47-17 E 102.77 FT TH S 55-39-53 W 63.16 FT TH S 48-39-58 W 55.63 FT TH S 39-21-15 W 88.24 FT TH S 30-04-58 W 85.21 FT TO MOST WLY COR OF PARCEL 2 TH S 37-36-40 E 20.92 FT TO POB - OF CITY OF TUKWILA SHORT PLAT NO 79-7-SS RECORDING NO 7908210370 SD SHORT PLAT BEING A POR OF GUNDAKERS INTERURBAN ADD IN SW 1/4 OF SEC 24-23-04 - AS PER CITY OF TUKWILA BDRY LINE ADJ NO 90-2-BLA RECORDING NO 9008151101 RCM CONSTRUCTION TYPE: V-B, SPRINKLERED OCCUPANCY: AREA OF SUITE: AREA OF FLOOR: APPLICABLE CODES: TENANT: BUILDING REPRESENTATIVE: ARCHITECT: GROUP B (OFFICE) ± 2,979 SF ± 20,066 SF 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2015 INTERNATIONAL FUEL AND GAS CODE (IFGC) 2014 NATIONAL ELECTRICAL CODE (NEC) 2009 ICC / ANSI A117.1 - ACCESSIBLE AND USABLE BUILDINGS & FACILITIES WASHINGTON INDOOR AIR QUALITY CODE FUSE NETWORKS 1ST FLOOR, SUITE 140 7100 FORT DENT WAY TUKWILA, WA 98168 JOHN C RADOVICH DEVELOPMENT 2835 82ND AVENUE SE MERCER ISLAND, WA 98040 PHONE: (206) 267-2669 E-MAIL: REBECCADAVIDSON@JCRDEVCO.COM CONTACT: REBECCA DAVIDSON NELSON 1200 5TH AVENUE, SUITE 1300 SEATTLE, WA 98101 PHONE: (206) 408-8518 E-MAIL: LDUCEY@NELSONONLINE.COM CONTACT: LINDA DUCEY CONTRACTOR: TBD FILE COPY Permit Mo. VCi I 0-oovj Ran review approval is subject to errors and omissions. A;�proval of construction documents does not authorize th3 violation of any adopted code or ordinance. Receipt it approved Field Copy and conditions is acknowledged: By: - S '- E Dat :, �,,,�c , , Lc.Q,Ud City of Tukwila BUILDING DIVISION 5 PROJECT INFORMATION NA 1. COMPLY WITH ALL APPLICABLE CODES. 2. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY FIELD CONDITIONS PRIOR TO PURCHASING MATERIALS OR COMMENCING THE WORK. 3. REPORT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS TO ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4. VERIFY THE BUILDING STANDARDS (B/S) BEFORE PROCEEDING WITH THE WORK. 5. OBTAIN ALL REQUIRED PERMITS AND APPROVALS BEFORE PROCEEDING WITH THE WORK. 6. WALLS, PARTITIONS AND CEILINGS SHALL BE INDEPENDENTLY BRACED TO RESIST SEISMIC FORCES. 7. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS. 8. ALIGN AND SHIM TRANSITIONS BETWEEN OLD AND NEW CONDITIONS. 9. LEVEL THE FLOOR. DEVIATIONS OF ± 1/2" WITHIN 10'-0" IS THE ACCEPTABLE LIMIT. 10. GENERAL CONTRACTOR TO REVIEW AND STAMP OR MARK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR TO SENDING COPIES TO TENANT FOR REVIEW AND COMMENT. 11.THE BUILDING REPRESENTATIVE SHALL ESTABLISH WORKING TIME AND STANDARDS OF CONDUCT. 12. DO NOT SCALE DRAWINGS. 13. GENERAL CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND STAGING OF MATERIALS. I GENERAL NOTES NA 1. MECHANICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFERRED SUBMITTALS. 2. RE -BALANCE THE HVAC SYSTEM AND PROVIDE WRITTEN REPORT TO OWNER. 3. CLEAN ALL DIFFUSERS & GRILLES. 4. VERIFY LOCATION OF THERMOSTATS WITH OWNER AND NELSON PRIOR TO FINAL INSTALLATION. 5. ALL CONSTRUCTION WORK IS CONFINED TO THE BUILDING INTERIOR. CONTRACTOR SHALL PROVIDE BARRIERS OR SYSTEMS TO CONTAIN DUST, DIRT OR DEBRIS TO MINIMIZE INCONVENIENCE TO OTHER TENANTS WITHIN THE BUILDING. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS FOR THE TENANTS OF THE BUILDING. DO NOT DISRUPT HVAC, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS WITHOUT PRIOR AUTHORIZATION FROM OWNER. THE CONSTRUCTION SITE SHALL BE LEFT CLEAN & ORDERLY AT THE END OF EACH WORK DAY. NO ONE WILL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL. 10. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY NON -AUTHORIZED PERSONNEL AND AS REQUIRED BY O.S.H.A. STANDARDS TO PREVENT INJURIES OR ACCIDENTS. 8 11. N.F.P.A. / I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG THE PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL. 12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED 1/2" & SHALL BE PACKED SOLID WITH APPROVED FIRE SAVING MATERIAL & SEALED WITH METAL ESCUTCHEONS EACH SIDE AS REQUIRED BY CODE. 13. MAINTAIN INTEGRITY OF RATED ASSEMBLIES AND RE SPRAY -APPLIED FIRE PROOFING. A Al-•i IT REQUIRED FOR: f '�Vechanical 14�iectricai �L17mbing Gas Piping City of Tukwila W; LBUEt_r!"1G DIVISION rN_._ REVISIONS o changes shall be made to the cosnel of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1 MECHANICAL, PLUMBING, FIRE PROTECTION & LIFE SAFETY NOTES NTS 9 A-1 COVER SHEET A-2 LIFE SAFETY PLAN A-3 DEMOLITION & CONSTRUCTION PLANS A-4 REFLECTED CEILING PLAN & DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 042018 City of Tukwila BUILDING DIVISION SHEET INDEX RECEIVED APR 2 it 2018 TUKWILA PUBLIC WORKS Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, Inc. 1200 Fifth Ave. Seattle, WA 98101 Phone: (206) 408-8500 Fax: (206) 223-4990 Consultant: Description: No: By: Date: TENANT REVIEW SET ME 03/01/18 TENANT REVISIONS - REVIEW SET ELB 03/08/18 PERMIT SET ELB 03/12/18 FORT DENT III BUILDING 7100 FORT DENT WAY TUKWILA, WASHINGTON 98168 Client: FUSE NETWORKS 1ST FLOOR SUITE 140 7100 FORT DENT WAY TUKWILA, WA 98168 Project Title & Address: COVER Sheet Title: SHEET Seal: RECEIVED CITY OF TUKWILA In .I 2013 PERMIT CENTER Proj. No: 18.00471.00 Drawn By: ME Project Manager: LD Designer: LD Reviewed By: MDE Approved By: MDE A-i ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO RMI THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN ANY DISCRE • "M PRIOR TO PROCEEDING WITH THE WORK. LSON�R a;-_„„ NC. 2018 ALL RIGHTS RESERVED NELSON-FULL.ctb None PenTab Other Companies\MSA\Clients\BLDGS\A-F\Fort Dent III\Fuse Networks - 01\Working Drawings\(A-3)-FN-DE-PL-01.dwg User: Hi t Date: 3/12/2018 4:21:25 PM Filena CI. COMMON CORRIDOR FEC COMMON CORRIDOR COMMON CORRIDOR 1ST FLOOR DEMOLITION PLAN SCALE: 1/8" = 1'-0" 0 2 4 8 16 SCALE IN FEET CONFERENCE ROOM OPEN WORK AREA ALIGN — OFFICE FEC COMMON CORRIDOR 1ST FLOOR CONSTRUCTION PLAN SCALE: 1/8" = 1'-0" 0 2 4 8 16 SCALE IN FEET NORTH NORTH DEMOLITION LEGEND EXISTING BUILDING CORE & SHELL NOT TO BE ALTERED EXISTING CORRIDOR CONSTRUCTION TO REMAIN EXISTING B/S DEMISING PARTITION EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED EXISTING DOOR TO REMAIN DEMOLITION NOTES 1. REFER TO CONSTRUCTION NOTES ON CONSTRUCTION PLAN. 2. EXISTING ELECTRICAL AND VOICE/DATA RECEPTACLES AND DEVICES ARE NOT SHOWN IN THIS DEMOLITION PLAN. THOSE IN OR ON THE WALLS, CEILINGS, CASEWORK OR OTHER ELEMENTS SHOWN FOR REMOVAL IN THIS DEMOLITION PLAN, SHALL BE REMOVED AS WELL. 3. A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN AT ALL TIMES DURING DEMOLITION. 4. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND THE BUILDING REPRESENTATIVE. 5. ALL DEBRIS SHALL BE REMOVED FROM THE DEMOLITION SITE DAILY. 6. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING REPRESENTATIVE'S RULES AND REGULATIONS WITH MINIMAL DISTURBANCE TO OTHER TENANTS. 7. GENERAL CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC SYSTEMS ARE TO BE PROTECTED DURING DEMOLITION. 8. CONTRACTOR SHALL NOTIFY BUILDING REPRESENTATIVE AND ARCHITECT OF ANY DEMOLITION WORK THAT IMPACTS THE STRUCTURAL INTEGRITY OF THE BUILDING. 9. GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS, ERRORS OR DEFECTS TO BUILDING REPRESENTATIVE. 10. PROVIDE DEMOLITION TO EXISTING WALLS, DOORS, CASEWORK, AND FLOORING AS REQUIRED. RECYCLING AND REUSE OF CONSTRUCTION MATERIALS IS HIGHLY ENCOURAGED WHERE APPROPRIATE. DEMOLITION KEYNOTES REMOVE AND SALVAGE DOOR AND RELITE ASSEMBLY FOR REUSE OR RETURN TO BUILDING INVENTORY. REMOVE AND SALVAGE DOOR ASSEMBLY FOR REUSE OR RETURN TO BUILDING INVENTORY. REMOVE LIGHT SWITCH AND SALVAGE FOR RELOCATION WITHIN SUITE. CONSTRUCTION LEGEND Jf\ R-2 EXISTING BUILDING CORE & SHELL NOT TO BE ALTERED EXISTING CORRIDOR PARTITION TO REMAIN EXISTING B/S DEMISING PARTITION EXISTING B/S TENANT PARTITION NEW B/S TENANT PARTITION PER DETAIL 5/A-4 NEW B/S DOOR PER 3/A-4 DOOR AND RELITE SCHEDULE NEW B/S RELITE PER 3/A-4 DOOR AND RELITE SCHEDULE NEW B/S RELITE PER 3/A-4 DOOR AND RECITE SCHEDULE FEC EXISTING SEMI -RECESSED FIRE EXTINGUISHER CABINET ///, NEW B/S PLASTIC LAMINATE UPPER AND LOWER CASEWORK FrALIGN (E) (N) (R) EXISTING NEW RELOCATED CONSTRUCTION NOTES 1. MAINTAIN A CLEAR PATH OF TRAVEL AT ALL TIMES DURING CONSTRUCTION. 2. PATCH ALL AREAS OF DEMOLITION AND PREP FOR NEW PAINT. 3. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND THE BUILDING REPRESENTATIVE AND TENANT. 4. INSTALL DOUBLE STUDS AT DOOR JAMBS AND HEADERS. 5. PROVIDE FIBER GLASS REINFORCED WATER RESISTANT GYPSUM BOARD IN AREAS SUSCEPTIBLE TO MOISTURE. 6. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O. 7. REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS TO ARCHITECT. 8. ALL EXISTING WINDOW COVERINGS TO BE CLEANED AND IN GOOD WORKING ORDER. CONSTRUCTION KEYNOTES PROVIDE BLOCKING FOR WALL MOUNTED TV. REBALANCE HVAC SYSTEM AS REQUIRED. PROVIDE NEW CASEWORK WITH ADA SINK & FAUCET. 104 PROVIDE BLOCKING FOR TENANT PROVIDED TV AND MOUNT, COORDINATE LOCATION FOR ELECTRICAL WITH TENANT. Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, Inc. 1200 Fifth Ave. Seattle, WA 98101 Phone: (206) 408-8500 Fax: (206) 223-4990 Consultant: Description: No: By: Date: TENANT REVIEW SET ME 03/01/18 TENANT REVISIONS - REVIEW SET ELB 03/08/18 PERMIT SET ELB 03/12/18 FORT DENT III BUILDING 7100 FORT DENT WAY TUKWILA, WASHINGTON 98168 Client: FUSE NETWORKS 1ST FLOOR SUITE 140 7100 FORT DENT WAY TUKWILA, WA 98168 Project Title & Address: DEMOLITION & CONSTRUCTION Sheet Title: PLANS Seal: RECEIVED CITY OF TUKWILA 6` PP, i 9 2013 PERMIT CENTER Proj. No: 18.00471.00 Drawn By: ME Project Manager: LD Designer: LD Reviewed By: MDE Approved By: MDE A-3 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ; DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © a,,; ORLDWIDE, INC. 2018 ALL RIGHTS RESERVED Plot Date: 3/12/2018 4:24:30 PM Filename: U:\Other Companies\MSA\Clients\BLDGS\A-F\Fort Dent III\Fuse Networks - 01\Working Drawings\(A-4)-FN-CL-01.dwg User: Hiromi Fujiki Device: None PenTable: _NELSON-FULL.ctb EXISTING STRUCTURE METAL CLIP METAL STUDS STAGGERED @ 8'-0" O.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 12'-0". ATTACH TO STRUCTURE ABOVE. (2) #10 SCREWS SCHEDULED CEILING TILE & GRID LATERAL BRACING TENANT WALLS (NO CASEWORK) 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 8'MAX � -2'MAX 1 4 4 LATERAL BRACING PER NOTES: DETAIL ABOVE (TYP.) 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. J PARTITION HEAD BRACING D ETAI L SCALE: N/A 1/4" NON-COMBUSTABLE WOOD FILLER UNDER MAIN RUNNERS. CEILING @ EXISTING HT (WHERE INDICATED ON REFLECTED CEILING PLAN). CONTINUOUS 'L' METAL TRIM W/ PAPER WING (BOTH SIDES OF PARTITION) GALV. STEEL SILL TRACK. ATTACH TO STRUCTURE WITH HILTI X-U (OR XU15) UNIVERSAL KNURLED SHANK POWER DRIVEN FASTENER WITH MIN. 1" EMBEDMENT @ 16" O.C. (FOLLOW MANUFACTURER'S INSTRUCTIONS). FLOORING AS SCHEDULED (BOTH SIDES OF PARTITION) STUD SCHEDULE STUD SCHEDULE: 2-1/2" = 250S125-27 (22 GA); MAX 10'-0" HIGH. 3-5/8" = 362S125-27 (22 GA); MAX 13'-0" HIGH. 6" = 600S125-27 (22 GA); MAX 17'-6" HIGH. NOTES: 1. ALL STUDS ARE AT 16" O.C. 2. USE SAME GAUGE AS STUDS FOR TRACKS AND CHANNEL. 3. USE SSMA TECHNICAL GUIDES. SEISMIC BRACING (BEYOND) PER 4/A-4 1/8" BLACK FOAM TAPE, HOLD BACK 1/4" FROM EDGE OF TRACK (BOTH SIDES) METAL TRACK WITH (2) #10 SCREWS AT 16" O.C. REVEAL (PAINT BLACK) OR MATCH EXISTING CONDITION. (BOTH SIDES OF PARTITION) 5/8" FIRE RETARDANT TREATED PLYWOOD BLOCKING AT WALL HUNG ITEMS (WHERE APPLICABLE- REFER TO DRAWING PLANS). ALTERNATE FOR BLOCKING: 20" WIDE SHEET METAL AT +40" FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) 5/8" GWB, TYPE 'X' EACH SIDE BASE, AS SCHEDULED. (BOTH SIDES OF PARTITION.) EXISTING STRUCTURE (BELOW) GALV STEEL STUD, PER STUD SCHEDULE, WITH 5/8" TYPE 'X' GWB EACH SIDE. STANDARD TENANT PARTITION SCALE: 1 1/2" = 1'-0" /// /lam / / /! //// ///,'�iI /,/ 1 %c./ / F/// / / '//, // //' ///%/i /:.f// /,�////i // /t' / / /,/ /// 100 1ST FLOOR REFLECTED CEILING PLAN 109 I • 141111111111111111111111111111 SCALE: 1/8" = 1'-0" 0 2 4 8 16 SCALE IN FEET NORTH DOOR AND FRAME SCHEDULE DOOR FRAME HARDWARE NOTES ROOM NO. SIZE TYPE MATERIAL FINISH TYPE MATERIAL FINISH TYPE FINISH WIDTH HT. TH. RECEPTION 100 3'-0" MATCH EXIST. 1 3/4" DR-1 SC - FR-1 MATCH B/S B/S C MATCH B/S OFFICE 101 3'-0" MATCH EXIST. 1 3/4" DR-2 SC - R-1 MATCH B/S B/S A MATCH B/S CONFERENCE 102 3'-0" MATCH EXIST. 1 3/4" DR-3 SC - FR-1 MATCH B/S B/S A MATCH B/S OFFICE 103 3'-0" MATCH EXIST. 1 3/4" DR-1 SC - R-2 MATCH B/S B/S A MATCH B/S BREAK ROOM 105 3'-0" MATCH EXIST. 1 3/4" DR-1 SC - FR-1 MATCH B/S B/S A MATCH B/S COPY/FILE 106 3'-0" MATCH EXIST. 1 3/4" DR-1 SC - FR-1 MATCH B/S B/S C MATCH B/S TELECOM 107 3'-0" MATCH EXIST. 1 3/4" DR-1 SC - FR-1 MATCH B/S B/S D MATCH B/S OFFICE 108 3'-0" MATCH EXIST. 1 3/4" DR-2 SC - R-1 MATCH B/S B/S A MATCH B/S OFFICE 109 3'-0" MATCH EXIST. 1 3/4" DR-2 SC - R-1 MATCH B/S B/S A MATCH B/S OFFICE 110 3'-0" MATCH EXIST. 1 3/4" DR-2 SC - R-1 MATCH B/S B/S A MATCH B/S HARDWARE TYPES: TYPE A = B/S LATCHSET TYPE B = B/S STORAGE LOCKSET TYPE C = B/S SUITE ENTRY LOCKSET, CLOSER B/S U, U CO DOOR TYPE: (DR-1) FRAME TYPE: (FR-1) ABBREVIATIONS: LA = SC = PT = TSG = B/S 3'-0" LAMINATE SOLID CORE WOOD PAINT TEMPERED SAFETY GLAZING • / TSG / \ / I (DR-2) DOOR TYPE: RELITE/FRAME TYPE: R-1 DOOR AND RELITE SCHEDULE 0 6'-D" RELITE/FRAME TYPE: SCALE: N/A Ul ♦ f B/S DOOR TYPE: (DR-3) FRAME TYPE: (FR-1) ♦ 3/4" PLASTIC LAMINATE BACKSPLASH CEILING LEGEND r---' L--J (N) (R) EXISTING CEILING GRID AND TILES TO REMAIN. EXISTING 2'X2' AND 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO REMAIN. EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY. EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE REMOVED/RELOCATED. RELOCATED B/S 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES. RELOCATED B/S 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY. B/S RECESSED FLUORESCENT DOWNLIGHT. B/S WALL MOUNTED EMERGENCY LIGHT. NEW B/S EXHAUST FAN B/S ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN). (N = NEW) B/S LIGHT SWITCH. (3 = THREE WAY, M = SUITE MASTER, N = NEW, R = RELOCATED, E=EXISTING) o SPRINKLER LIGHTING CALCULATION EXISTING CEILING GRID, TILE AND FIXTURES TO REMAIN. EXISTING LIGHTING LAYOUT USES (28) 2X4 LIGHT FIXTURES AND (1) 2X2 LIGHT FIXTURE. THE PROPOSED LAYOUT RELOCATES EIGHT (8) OF THE EXISTING LIGHT FIXTURES 8/29 x 100 = 27% WHICH IS LESS THAN THE 50% ALLOWABLE CHANGE PER 2015 WSEC LIGHTING ALTERATION EXCEPTION C503.6. CEILING NOTES 1. CHECK FOR CONFLICTS BEFORE INSTALLING OR RELOCATING LIGHT FIXTURES. NOTIFY MSA OF ANY CONFLICT(S). 2. REPLACE DAMAGED CEILING TILES AND GRID AS NECESSARY TO BRING CEILING TO "LIKE NEW" CONDITION. 3. MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE FOOT AT EGRESS PATHWAY LIGHTING. 4. MAINTAIN 42" CLEAR SPACE IN FRONT OF THE PANEL SIDE OF ANY V.A.V. BOXES. 5. DAYLIGHT ZONE CONTROL: DAY LIGHTING AS DEFINED BY CODE SHALL BE PROVIDED WITH INDIVIDUAL CONTROLS, OR DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS PER SECTION 1513.3 OF THE WASHINGTON STATE ENERGY CODE. 6. FIRE SPRINKLERS BY OTHERS UNDER DEFERRED SUBMITTALS. 7. COMMISSIONING REQUIREMENTS: TEST LIGHTING CONTROLS TO ENSURE THAT THE SYSTEMS COMPLY WITH CODES. PROVIDE A WRITTEN REPORT OF TEST PROCEDURES AND RESULTS TO THE OWNER. SWEEP CONTROLLERS ARE NOT BUILDING STANDARD, USE OCCUPANCY SENSORS AS REQUIRED. 8. EXIT SIGNS ARE INDICATED ON THE REFLECTED CEILING PLAN. THEIR PLACEMENT IS BASED UPON EXISTING CONDITION SURVEY. FINAL NUMBER OF SIGNS, THEIR PLACEMENT AND ARROW DIRECTIONS SHALL BE FIELD VERIFIED WITH THE BUILDING OFFICIAL, CONTRACTOR AND ARCHITECT. CEILING KEYNOTES LIGHT FIXTURES TO BE RE -SWITCHED WITH SWITCH INSTALLED IN ROOM. REMOVE AND SALVAGE EMERGENCY LIGHT FIXTURE FOR RELOCATION. PRICE ALTERNATE 1. REPLACE ALL EXISTING LIGHT FIXTURES WITH B/S STANDARD LED LIGHT FIXTURES. 2'-1" 2'-0" A 0 1 fV (2) CONCEALED HINGES PER EACH DOOR CABINET DOORS, PLASTIC LAMINATE FINISH ON EXPOSED FACE WITH MATCHING EDGE BANDING AND MELAMINE FINISH ON INTERIOR FACE -J U z 5 ATTACH BASE TO DOOR, CUT BASE SHORT FOR PROPER DOOR OPERATION ♦ Z S CC U z PROTECTIVE COVERING AT EXPOSED PIPES 1/4" PLYWOOD BACKING WITH MELAMINE FINISH DASHED LINES INDICATE REQUIRED ACCESSIBLE CLEARANCES CONTINUE FINISH FLOOR BELOW SINK RESILIENT BASE, PER SCHEDULE 6" MIN CLR x B/S S.S. FAUCET & SINK PER ANSI 117.1 CODE COMPLIANCE PLASTIC LAMINATE COUNTER TOP, PER SCHEDULE ADA COMPLIANT CASEWORK HARDWARE I I I I 8" SECTION AT ADA SINK SCALE: 1" = 1'-0" Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, Inc. 1200 Fifth Ave. Seattle, WA 98101 Phone: (206) 408-8500 Fax: (206) 223-4990 Consultant: Description: No: By: Date: TENANT REVIEW SET ME 03/01/18 TENANT REVISIONS - REVIEW SET ELB 03/08/18 PERMIT SET ELB 03/12/18 FORT DENT III BUILDING 7100 FORT DENT WAY TUKWILA, WASHINGTON 98168 Client: FUSE NETWORKS 1ST FLOOR SUITE 140 7100 FORT DENT WAY TUKWILA, WA 98168 Project Title & Address: REFLECTED CEILING PLAN & DETAILS Sheet Title: Seal: RECEIVED CITY OF TUKWILA CaPf1 1 9 2M8 PERMIT CENTER Proj. No: 18.00471.00 Drawn By: ME Project Manager: LD Designer: LD Reviewed By: MDE Approved By: MDE A-4 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO MI c;: E WORK • OJECT MANAGER SHALL BE NOTIFIED IN �,, • Y DISCR• RIOR TO PROCEEDING WITH THE WORK. 0 ID . 2018 ALL RIGHTS RESERVED Indirect Drain waste line tied to existing 2 " waste 1 ii 2 Way Le Dagra z" cold water tieo to building cold water expansion tank 6 gallon water heater t Wa der Dg- a trap primer PLUMBING IN 11432 47th Ave NE Marysville, Wa 98271 Phone 360-454-0481 Fax 360-454-0485 jpapernik@cityplurnbing,org DATE: 04/18/2018 Plumbing sink riErigwrz om C B'I"`� I L� PERMIT CENTER