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Permit PG18-0123 - LINDAL CEDAR HOMES - NEW SINK AND FAUCET TO REPLACE EXSITING. NEW WATER HEATER AND SUSPENDED PAN IN CEILING.
LINDAL CEDAR HOMES 6840 FORT DENT WAY UNIT 220 PGI 8-0123 Parcel No: Address: 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov PLUMBING/GAS PIPING PERMIT 2954900425 Permit Number: PG18-0123 6840 FORT DENT WAY Unit220 Issue Date: 10/30/2018 Permit Expires On: 4/28/2019 Project Name: LINDAL CEDAR HOMES Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: JOHN C RADOVICH DEV CO 2835 82ND AV SE #S-1, MERCER ISLAND, WA, 98040 JOSEPH PAPERNIK 11432 47TH AVE NE , MARYSVILLE, WA, 98271 CITY PLUMBING INC 11432 47TH AVE NE, MARYSVILLE, WA, 98271 CITYPI*955KJ //1 Phone: (360) 661-5568 Phone: (360) 454-0481 Expiration Date: 8/8/2020 DESCRIPTION OF WORK: NEW SINK AND FAUCET TO REPLACE EXSITING. NEW WATER HEATER AND SUSPENDED PAN IN CEILING. Valuation of Work: $4,500.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $171.40 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: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Date:((1.' 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. 1 am authorized to sign and obtain this development permit and gree to the conditio attached to this permit. Signature: Print Name: Juctvl 01 Five. s Date: This permit shall become null and void ifthe 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: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: 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 be installed in compliance 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 shall be tested and approved as required by the Plumbing Code and FueI Gas Code. Tests shaU be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work 15 ready 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 be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contairl stones, boulders, cinderfill, frozen earth, or construction 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 of the 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 in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other 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 of Washington State Amendments PERMIT INSPECTIONS REQIJIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING r .. CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov /\ Plumbing/Gas Permit No. PCi V 012-3 Project No. Date Application Accepted: 10 —1 Date Application Expires: (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.: 2954900425 Site Address: 6840 Fort Dent Way Suite Number: 220 Floor: 2nd Lindal Cedar Homes Tenant Name: PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: City Plumbing Inc Address: 11432 47th Ave NE City: Marysville State: Wa Zip: 98271 Phone: (360) 661-5568 Fax: (360) 454-0485 Email: jpap-ernik@cityplumbing.org New Tenant: m Yes ..No PLUMBING CONTRACTOR INFORMATION Company Name: City Plumbing Inc Address: 11432 47th Ave NE City: MarysvilleState: Wa Zip: 98271 Phone: (360) 661-5568 Fax: (360) 454-0485 Contr Reg No.: CITYPI*955KJ Exp Date: 08/01/2020 Tukwila Business License No.: 0993653 Valuation of Project (contractor's bid price): $ 4,500 Scope of Work (please provide detailed information): new sink and faucet to replace existing. New water heater and suspended pan in ceiling Building Use (per Int'l Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: H:\Applications\Forms-Applications On Line`2011 Applications\Plumbing Permit Application Revised 8-9-1 l.docx Revised: August 2011 bh Sewer Page 1 of 2 P •. / \ \ 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 1 Shower, single head trap 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 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 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 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 PERJUR THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN " OR TH sii`? . _ J GENT: Signature: Date: 10/08/2018 Print Name: oseph Papernik Day Telephone: (360) 661-5568 Mailing Address: 11432 47th Ave NE H:Wpplications\Fonns-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Marysville Wa 98271 City State Zip Page 2 of 2 l � DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY `' PAID $171.40 PG18-0123 Address: 6840 FORT DENT WAY Unit220 Apn: 2954900425 $171.40 Credit Card Fee $4.99 Credit Card Fee R000.369.908.00.00 0.00 $4.99 PLUMBING $160.01 PERMIT FEE R000.322.100.00.00 0.00 $94.86 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PLAN CHECK FEE R000.322.103.00.00 0.00 $32.00 TECHNOLOGY FEE $6.40 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15571 R000.322.900.04.00 0.00 : $6.40 $171.40 Date Paid: Tuesday, October 09, 2018 Paid By: WILLIAM CORNELIUS Pay Method: CREDIT CARD 01453G Printed: Tuesday, October 09, 2018 8:48 AM 1 of 1 SYSTEMS Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 10/09/2018 08:47:15 AM CREDIT CARD SALE VISA CARD NUMBER: **********1856 K TRAN AMOUNT: $171.40 APPROVAL CD: 01453G RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy http s://classic. convergepay. com/V irtualMerchant/transaction. do?dispatchMethod=printTra... 10/9/2018 INSPECTION RECORD Retain a copy with permit %/iS-0/23 NSPECTION 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 P-oject: L ML. Aines A Tope of Inspection: 1.... FIL Um 19in riA tA-L Atg4 Devi Date Called: Special Instructions: At- FIFTEI2 4i—oF11- 1 00 pill ate Wanted: 6,- 2D6( a.m. P• • Rewzer: •IACe,e1 Phone No: zoC0-276--42._ prpproved per applicable codes. ]Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit N PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION W.org--0/2-3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Li/atilt CEI)Ekiterre e of Inspection: 6 t Address: 684D For4 Deg+ tAY Date C ed: Special Instructions: (A t'S.V. *220/0 Date Wanted: . . — 31-2zd- . . Requester: Phone No: ,Approved per applicable codes. COMMENTS: Corrections required prior to approval. ,114,14Lir( ie)76 or, Inspector: TILOS (32, c Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. DAYTON® SPECIFICATIONS 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) corner radius r 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 m ir 0 1l © ir o o '`ll ® ooh r ® r O O O O _© O O U Il EVIE D FOR CODE COMPLIANCE APPROVED U PART: PROJECT: CONTACT: DATE: OCT 17 2018 City of Tukwila BUILDING DIVISION Ti.Q 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 iz Plumbing Code®, and National Plumbing Code of Canada. Product Compliance: ADA BUY AMERICAN ACT ASME A112.19.3/CSA B45.4 Clean and Care Manual (PDF) Installation Instructions (PDF) Limited Lifetime Warranty (PDF) Similar models are available with: drain in another location USA' 21-114" (540mm) 15-3/4" (400mm) 21" - (533mm) 25' (635mm) 2-114" R (57mm) `y) 5-3/8" (137mm) RECEIVED CITY OF TUKWILA OCT 0 9 2018 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 elkay.com/cie12521 2222 Camden Court Oak Brook, IL 60523 Ola © 2016 El2521 _spec.pdf O CIFG F A U C E T O R 0 U 12'" CLEVELAND A Moen Incorporated Brand 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 1.5 gpm (5.7 L/min) 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 Al 12.18.1/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 ® 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 S H E i apstone® Two Handle High -Arc Kitchen Faucet Model: CA41613 series with side spray Model: CA41611 series less side spray SOA; NSF j UPC® GREEN 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) 10.941" (277.9 mm) 4.000' 4.000" (101.60 mm) (101.60 mm) 10.250' (26035 mm) 13 500" (341.9 mm) (22936 mm) CRITICAL DIMENSIONS (DO NOT SCALE) MAX. 1.125 (29 mm) (52 mm) CLEVELAND FAUCET GROUP • 25300 AL MOEN DRIVE • NORTH OLMSTED, OHIO 44070 (888) 450-5522 • VVWW.CFGONLINE.COM Rev. 5/13 PRODUCT SPECIFICATION DRAWING QUICK STANDTM #40-SWHP-A Suspended Water Heater Platform (PVC) --001::) DRAIN BODY ASSY 021.86 (Center to Center of Rods) 2.50 PAN ASSY 01 2 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 corner attachment points allows for seismic/sway bracing connection • Patent pending •-r• •-•-- ' •'• 5: TO CHANGE WITHOUT NOTICE. IT MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN AUTHORIZATION. rL nV:%TIN : 1.1hKC5 IIrr MTI IOD S INTO CRCINCCRCI SOL.JT ONS'" 800-321-0316 OR 760-744-6944 / FAX: 760-744-0507 / WWW.HOLDRITE.COM spec_40-SWHP-A_RevE Product Submittal Job Name: Date: Part Number: Architect 1 Owner: Contractor: Notes: BRADFORD WHITEmoimmium WATER HEATERS Photo is of RE1121)6 Residential Utility Electric Water Heater The Utility Electric Models Feature: II 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. • Vitraglas® Lining—Bradford White tanks are Tined with an exclusively engineered enamel formula that provides superior tank protection from the highly corrosive effects of hot water. This formula (Vitraglas®) 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. III 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 (ncoloy type immersion element available upon request) 111130 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 OR MORE OF THE FOLLOWING U.S. PATENTS: 5,682,666; 7634.976: 5,660,165; 3954,492; 6356,542; 6,935,280; 5,372,185; 5,485,879; 5,574,822; 7,971,560; 7,992326; 6,684,821; 6,442,178; 7,334,419; 7,866,168; 7,270387; 7,007,748; 5396,952; 6142,216; 7,699,026; 5,341,770; 7,337,517; 7,665,211; 7,665,210; 7,063,132; 7,063,133; 7,559,293; 7,900,589; 5,943,984; 8,082,888; 5,988,117; 7,621,238; 7,650,859; 5,761,379; 7,409,925; 5,277,171; 8,146,772; 7,458341; 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. Vltraglas• is a registered trademark of Bradford White• Corporation. 1222-A-0316 Residential Electric Water Heater Utility Models C.E.C. Listed Model Number Capacity U.S. 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. 0 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. RE16U6f 6 5 7 6 161h 14 101h 101/s 31/5 16112 161/4 35 RE110U6 10 8 7 6 171/2 16 15 14 511h5 911/15 12 44 RE112U6 12 10 7 6 162/8 18 101/4 101/4 3 161/2 161/8 53 RE112T6f 12 10 7 6 273/4 14 211/e 211/e 3 273/4 273/4 48 RE115U6 15 13 7 6 201/4 18 173/4 162/4 61/8 101/8 1211/16 58 RE120U6 19 16 7 6 243/4 18 181/4 181/4 3 101/4 243/4 65 Model Number Capacity Liters Recovery 50°C Rise Liters/• Hour A Floor to Heater Top mm. 6 Jacket Dia. mm. C Floor to Hot Water Conn. mm. 0 Floor to T&P Cann. mm. E Floor to Cold Water Conn. min. F Floor 10 Anode Rod mm. G Floor to Electrical Access mm. Approx. Shipping Weight kg. RE16U6f 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 RE112T61" 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) 6 612 GAL. ONLY PWG TYPE ANODE 6612 GAL ONLY ALTERNATE HOT OUTLET (PLUGGED) 6612 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. 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 International: Telephone 215-641-9400 • Telefax 215-641-9750 / www.bradfordwhite.com 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 Limitalions Voltage 120V 208V 240V 277V 480V Yes yes yes yes no yes yes yes no yes 1500W 2000W 2500W 3000W 3500W 4000W 4500W 5000W 5500W 6000w yes yes yes yes yes yes yes yes yes yes yes yes yes yes yes yes no yes yes no no yes yes yes no yes yes yes no yes yes yes yes yes no no Yes yes BRADFORD WHITE -CANADA' INC. Sales / Technical Support 866-690-0961 / 905-238-0100 • Fax 905-238-0105 / www.bradfordwhtte.com Built to be the BestTM ©2016, Bradford White Corporation. All rights reserved. 1222-A-0316 Printed in U.S.A. PERMIT COORD COP -- PLAN REVIEW/ROUTING SLIT' PERMIT NUMBER: PG18-0123 DATE: 10/09/1 PROJECT NAME: LINDAL CEDAR HOMES SITE ADDRESS: 6840 FORT DENT WAY X Original Plan Submittal Revision # before Permit ssued Response to Correction Letter # Revision # after Permit -slued DEPARTMENTS: A--�- Vic, w0-'tt-4o Building Division pi 001\1'6 PVorkt Fire Prevention Structural Planning Divis' in Permit Coordir'ltor 11 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/1. /18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions nDenied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 11/08/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 CITY PLUMBING INC k Washington State Department of A Labor & Industries How Espanol Contact Safety & Health Claims & Insurance Page 1 of 2 Search L&I A -Z Index Help Mv ILAI Workplace Rights Trades & Licensing CITY PLUMBING INC Owner or tradesperson Principals PAPERNIK 111, JOSEPH S, PRESIDENT KNOWLES, SHELLY RAE, AGENT BERKMAN, RICHARD L, VICE PRESIDENT (End: 07/21/2010) Doing business as CITY PLUMBING INC WA U61 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 111 PAPERNIK; License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties PLUMBING License no. CITYPI*955KJ Effective — expiration 05/11/2005— 08/08/2020 Bond Lexon Ins Co Bond account no. 9808230 $6,000.00 Received by L&I Effective date 07/07/2011 08/01/2011 Expiration date Until Canceled Insurance Contractors Bonding & Insuranc $1,000,000.00 Policy no. A31ADJ269 Received by L&I Effective date 07/30/2018 08/01/2018 Expiration date 08/01/2019 Insurance history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602218839&LIC=CITYPI*955KJ&SAW= 10/30/2018 CITY PLUMBING INC Savings No savings accounts during the previous t, .,r period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&l Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 033,333-00 Doing business as CITY PLUMBING INC Estimated workers reported Quarter 2 of Year 2018 "4 to 6 Workers" L&I account contact T3 / STEPHANIE HENDERSON (360)902-5598 - Email: HSTE235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor, Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 r Washington State Dept. of Labor & Industries Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602218839&LIC=CITYPI*955KJ&SAW= 10/30/2018 Plot Date: 9/11/2018 5:15:35 PM Filename: U:\Proj\JCR Development Company\WA\18.03278.00-Lindal\DRAWINGS\ARCH\3_CD\(AN-0)-FDII-LINDAL-CV-02.dwg User: Alycia Schramm Device: None PenTable: _NELSON-FULL.ctb 2FL F'T E ITE 22 II :UILI 6840 FORT DENT WAY TUKWILA, WASHINGTON 98168 1 6 PROJECT TITLE NOT USED 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 SEISMI 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. 2 GENERAL NOTES NA 3 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. 6. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS FOR THE TENANTS OF THE BUILDING. 7. DO NOT DISRUPT HVAC, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS WITHOUT PRIOR AUTHORIZATION FROM OWNER. 8. THE CONSTRUCTION SITE SHALL BE LEFT CLEAN & ORDERLY AT THE END OF EACH WORK DAY. 9. 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. 7 FORT DENT PARK FORT DENT II 6840 FORT DENT WAY EXISTING OFFICE BUILDING VICINITY MAP 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 ODE. 13. MAINTAIN INTEGRITY OF RATED ASSEMBLIES AND REPAIR ANY DAMAGE TO SPRAY -APPLIED FIRE PROOFING. FILE COPY Permit No. G ?)-o 23 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field�Copy and conditions is acknowledged: By: Date: VV 1 City of Tukwila BUILDING DIVISION NTS 4 N MECHANICAL, PLUMBING, FIRE PROTECTION & LIFE SAFETY NOTES NTS 8 FORT DENT II 6840 FORT DENT WAY EXISTING OFFICE BUILDING SITE PLAN 3/4" PLASTIC LAMINATE BACKSPLASH 7, 7/ A 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 2'-1" 2'-0" d � I 6" I MIN CLR r 8" MIN CLR I; 3" SECTION AT ADA SINK A NTS SCOPE OF WORK: SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: INTERIOR TENANT IMPROVEMENT DEMISING A NEW OFFICE SUITE ON THE SECOND FLOOR TO INCLUDE: • DEMOLITION OF PARTITIONS AND DOORS • CONSTRUCTION OF PARTITIONS AND DOORS • RELOCATION OF LIGHT FIXTURES RETROFITTED TO LED • NO STRUCTURAL WORK • NO ALTERATION OF CORE 6840 FORT DENT WAY TUKWILA, WA 98168 295490-0425 GUNDAKERS INTERURBAN ADD PARCEL 1 TGW POR OF PARCEL 2 DAF- BEG MOST WLY COR OF PARCEL 1 TH N 63-35-49 E 237.32 FT TH S 26-24-11 E 227.32 FT 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 SELY LN OF TRACT CONVEYED TO CITY OF TUKWILA RECORDING NO 7808230299 TH S 58-47-17 W 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 THE SW 1/4 OF NW 1/4 OF SECTION 24-23-04 --- AS PER CITY OF TUKWILA BDRY LINE ADJ NO 90-2-BLA RECORDING NO 9008151101 RCM CONSTRUCTION TYPE: V-B, SPRINKLERED (UPGRADED TO RAPID RESPONSE HEADS) OCCUPANCY: AREA OF SUITE: AREA OF FLOOR: APPLICABLE CODES: TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: 5 B/S S.S. FAUCET & SINK PER ANSI 117.1 CODE COMPLIANCE PLASTIC LAMINATE COUNTER TOP, PER SCHEDULE "[ADA COMPLIANT CASEWORK HARDWARE N-(2) CONCEALED HINGES PER EACH DOOR CABINET DOORS, PLASTIC LAMINATE FINISH ON EXPOSED FACE WITH MATCHING EDGE BANDING AND MELAMINE FINISH ON INTERIOR FACE r. U ATTACH BASE TO DOOR, CUT BASE SHORT FOR PROPER DOOR OPERATION GROUP B (OFFICE) ± 5,662 SF ± 19,933 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) 2017 NATIONAL ELECTRICAL CODE (NEC) 2009 ICC / ANSI A117.1 - ACCESSIBLE AND USABLE BUILDINGS & FACILITIES WASHINGTON INDOOR AIR QUALITY CODE LINDAL CEDAR HOMES, INC. 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 DP INCORPORATED GENERAL CONTRACTORS 19936 BALLINGER WAY NE SEATTLE, WA 98155 PHONE: (206) 361-2989 EMAIL: VASILY@DPINC.NET CONTACT: BILLY SHADRIN REVISIONS No charges shall be made to the scope of rierk E-Fitha a prior approval of e - Ttep:r-,:ia BeiWiig Division NOTE: Pc ; ,113 wiii require a new plan submittai and may inzlude additional plan review fees., PROJECT INFORMATION N c U X in Ce U z 1" = 1'-0" AN-0 COVER SHEET AN-1 LIFE SAFETY PLAN AN-2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS Al-1 DEMOLITION & CONSTRUCTION PLANS A2-1 REFLECTED CEILING PLAN & DETAILS RECEIVED CITY OF TUKWILA OCT 09 2018 PERMIT CENTER I 4-012.2, 9 I SHEET INDEX NA NA Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, Inc. 1200 Fifth Ave. Seattle, WA 98101 Phone: (206) 408-8500 Fax: (206) 223-4990 iSEPAFnTE PERMIT. c.r:Hal:PI -D FOR: e.Mechanicat Llcctrical ❑� pumbing L Gas Piping City of Tukwila Blil!_DING DIVISION Consultant: Description: No: By: ' Date: PERMIT REVIEW SET AFS 09/11/18 FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WASHINGTON 98168 DEV LOPM FNT Client: LINDAL CEDAR HOMES, INC. 2ND FLOOR SUITE 220 6840 FORT DENT WAY TUKWILA, WA 98168 Project Title & Address: COVER Sheet Title: SHEET Seal: REVIEWED FOR CODE COMPLIANCE APPROVED OCT 172010 A-1- W1 t City of Tukwila BUILDING DIVISION Proj. No: 18.00471.00 Drawn By: AFS Project Manager: LD Designer: LD Reviewed By: MDE Approved By: MDE AN-0 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 ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, INC. 2018 ALL RIGHTS RESERVED Plot Date: 9/11/2018 4:59:29 PM Filename: U:\Proj\JCR Development Company\WA\18.03278.00-Lindal\DRAWINGS\ARCH\3_CD\(A1-1)-FDII-LINDAL-DE-PL-02.dwg User: Alycia Schramm Device: None PenTable: _NELSON-FULL.ctb Demo and frame new wall NIC " h �tI NIC IL (E) LOBBY i� 2ND FLOOR DEMOLITION PLAN IMMIMMC =11•11111111111J DN (N) COMMON CORRIDOR NIC'' �A1-1 1/8" = 1'-0" 0 2 4 8 16 SCALE IN FEET I I I I I /' 11 11 NORTH 006 40# II1111 <IIll115 FEC NIC 1B e (N) CONFERENCE ROOM 203 5'-0" 0 at (N) OFFICE 202 1B ALIGN ( (202 �' IL M N v 1B (N) WORK ROOM 201 r-4 N ALIGN— 8 ALIGN WOMEN, D.F. MEN NIC'' (N) CONFERENCE 204 ALIGN 0 m (N) RECEPTION 200 0 (N) WORK ROOM 205 1B 1B (1ALIGN 7-2--1 r. N N v v z 0 ALIGN ELEV. LOBBY (E) LOBBY 2 2ND FLOOR DEMOLITION PLAN 4'-0" I a'-8'1 f 4'-0" (N) COPY 209 ALIGN.._ TEL./ ELEC. N. 1'-0" (N) FLEX ROOM 206 ALIGN EQ. 1B ra ri N v cID N a v N N 0 (N) FLEX ROOM N v 207 LIGN— (E) WORK ROOM 208 EQ. N EQ. O d N."' ALIGN (N) OFFICE 211 1B (N) OFFICE 212 ALIGN (N) OFFICE 213 ----I ALIGN (N) WORK ROOM 210 21'-7" 1B L (N) BREAK ROOM ALIGN 1.0 215 0 0 DWI LJ (E) OFFICE 214 ALIGT .� (N) TELECOM 0 (N) COMMON CORRIDOR DN NIC' Al-1 / 1/8" = 1'-0" 2 4 8 16 SCALE IN FEET 216 5'-0" ALIGN C.) NORTH ALIGN ri N N 0 En -J U 0 3A NIC (E) OPEN OFFICE 217 e (N) WORK ROOM 218 ALIGN (N) OPEN WORK ROOM 219 ALIGN DN. ALIGN (N) OPEN WORK ROOM 220 N ALIGN NIC . DEMOLITION LEGEND 111111111111111111111 EXISTING BUILDING CORE & SHELL NOT TO BE ALTERED EXISTING CONSTRUCTION TO REMAIN EXISTING WALL SYSTEM PARTITION 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. PREP FLOOR FOR NEW CARPET AND PREP WALLS FOR NEW PAINT. DEMOLITION KEYNOTES REMOVE AND SALVAGE DOOR FOR REUSE OR RETURN TO BUILDING INVENTORY EXISTING DOORS TO BE REFITTED WITH NEW GLASS INSERT REMOVE EXISTING DOUBLE -DOOR SYSTEM, VERIFY WITH LANDLORD IF RETURN TO BUILDING INVENTORY 0 CASEWORK AND SINK TO BE REMOVED. MAINTANCE EXISTING PLUMBING FOR REUSE REMOVE EXISTING WALL MOUNT EMG. LIGHT, PATCH AND PREP WALLS FOR NEW PAINT 006 REMOVE EXISTING G.W.B CEILING, CLEAN UP CEILING AREA AND PREP TO ACCEPT NEW B/S ACCOUSTICAL CEILING GRID AND TILE. PATCH AND PREP EXISTING WALL HEIGHTS TO MATCH EXISTING ACOUSTICAL CEILING GRID HEIGHT THROUGHOUT SUITE. CONSTRUCTION LEGEND 0 0 EXISTING BUILDING CORE & SHELL NOT TO BE ALTERED N.I.C. EXISTING CORRIDOR PARTITION TO REMAIN EXISTING WALL SYSTEM PARTITION TO REMAIN, PREP WALL TO MATCH NEW DEMISING WALL NEW CONSTRUCTION NEW RELITE WITH BUTT -JOINTS RELOCATED DOOR FEC EXISTING SEMI -RECESSED FIRE EXTINGUISHER CABINET (N) NEW UPPER AND LOWER CASEWORK AND COUNTERTOPS ALIGN NEW PARTITION TYPE CONSTRUCTION NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. MAINTAIN A CLEAR PATH OF TRAVEL AT ALL TIMES DURING CONSTRUCTION. PATCH ALL AREAS OF DEMOLITION AND PREP FOR NEW PAINT. 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. INSTALL DOUBLE STUDS AT DOOR JAMBS AND HEADERS. ALL NEW WALL PARTITIONS TO BE TYPE 1A, U.N.O. RETROFIT EXISTING WALLS TO MATCH HEIGHT OF NEW CEILING GRID. VERIFY WALL THICKENESSES FOR DOOR FRAMES. PROVIDE FIBER GLASS REINFORCED WATER RESISTANT GYPSUM BOARD IN AREAS SUSCEPTIBLE TO MOISTURE. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O. REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS TO ARCHITECT. 10. ALL EXISTING WINDOW COVERINGS TO BE CLEANED AND IN GOOD WORKING ORDER. CONSTRUCTION KEYNOTES PROVIDE BLOCKING FOR TENANT'S WALL MOUNTED TV. PROVIDE NEW RECEPTION DESK CASEWORK WITH ADA ACCESS AT 30" AFF. ®i REUSE SALVAGED SOLID DOOR AT EXIT AND TELECOM ROOM, VERIFY WITH TENANT IF TELECOM ROOM DOOR NEEDS A CUT -IN LOUVER. 104 PROVIDE ADA COMPLIANT SINK AT BREAK ROOM COUNTERTOP, PER DETAIL 8/AN-0. PROVIDE FOAM GASKET SEAL BETWEEN COLUMN OF WIDOW MULLION. EXISTING DOOR TO BE RETROFITTED WITH NEW MAXIMUM GLASS INSERTS. PROVIDE BLOCKING IN THE WALL AS NEEDED FOR TENANT'S TELECOM EQUIPMENT. VERIFY IF WALL MOUNT FIRE RETARDANT PLYWOOD PANEL IS NEEDED. 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: PERMIT REVIEW SET AFS 09/11/18 FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WASHINGTON 98168 DEVELOPMENT OPMEN '' Client: LINDAL CEDAR HOMES, INC. 2ND FLOOR SUITE 220 6840 FORT DENT WAY TUKWILA, WA 98168 Project Title & Address: DEMOLITION CONSTRUCTION Sheet Title: & PLANS Seal: REVIEWED FOR CODE COMPLIANCE APPROVED 4 .` OCT 17 2010 City of Tukwila BUILDING DIVISION Proj. No: 18.00471.00 Drawn By: AFS Project Manager: LD Designer: LD Reviewed By: MDE Approved By: MDE Al-i 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 ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, INC. 2018 ALL RIGHTS RESERVED Existing sink rough in to remain Existing water heater to \ew water heater to ce o emoeo oe installeo in ceiling z" cold water tieo to building cold water expansion tank 6 gallon water heater Wa Le Dg� trap primer REVIEWED FOR CODE COMPLIANCE APPROVED OCT 17 2018 City of Tukwila BUILDING DIVISION PLUMBING IN 11432 47th Ave NE Marysville, Wa 98271 Phone 360-454-0481 Fax 360-454-0485 jpapernik@cityplurnbing,org DATE: 10/8/2018 water heater oiagram P