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Permit PG19-0072 - MAINSPRING WEALTH - BREAKROOM SINK, DISHWASHER, ICE MAKER BOX, HOT WATER TANK, DRAIN AND TRAP PRIMER
MAINSPRING WEALTH 6840 FORT DENT WAY 160 PCI 9-0072 Parcel No: Address: Project Name: 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 6840 FORT DENT WAY 160 MAINSPRING WEALTH Permit Number: PG19-0072 Issue Date: 5/28/2019 Permit Expires On: 11/24/2019 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 JOE PAPERNIK 11432 47TH AVE NE , MARYSVILLE, WA, 98271 CITY PLUMBING INC 11432 47TH AVE NE , MARYSVILLE, WA, 98271 CITYPI*955KJ Phone: (360) 661-5568 Phone: (360) 454-0481 Expiration Date: 8/8/2020 DESCRIPTION OF WORK: ADD BREAK ROOM SINK, WSHWASHER, ICE MAKER BOX FOR REFRIGERATOR, HOT WATER TANK, INDIRECT DRAIN AND TRAP PRIMER. Valuation of Work: $8,500,00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $198,17 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: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: aktdaw %at/ Date: |heorbycertify that | have read and examined this permit and know the same tobetrue and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting cf this permit does not presume tmgive authority toviolate orcancel the provisions ofany other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development per agree to the cQn7dlons attached tothis permit. � �'� Signature: ��, �/ � Print Name: Date: 17 This permit shall become null and void ifthe work isnot commenced within 18Odays for the date ofissuance, nrif the work is suspended nrabandoned for aperiod of18Odays from the last inspection. PERMIT CONDITIONS: 1: ^^^PLUw18|NG/GASPIPING PERMIT COwD[OONS^^~ 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 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 shall betested and approved asrequired bythe Plumbing Code and Fuel Gas Code. Tests shall beconducted inthe presence ufthe Plumbing Inspector. |tshall bethe duty mf the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work |sready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision ismade toprotect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall beinsulated tominimum R-3. O: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall beprotected bysteel nail plates not less than 18gauge. 8: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall bedirectly embedded inconcrete ormasonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected inaccordance with the requirements ofthe building code. 11: Piping |nthe ground shall belaid onafirm bed for its entire length. Trenches shall bebackGUedinthin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, dnderGU,frozen earth, orconstruction debris. 13: The issuance ofapermit urapproval ofplans; and specifications shall not beconstrued tobeapermit for, nr anapproval of, any violation nfany ofthe provisions ofthe Plumbing Code orFuel Gas Code orany other ordinance ofthe 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 4OZcfWashington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2U6)438-9350 8004 GROUNDWORK 8005 ROUGH -IN PLUMBING CITY OF TUKWI A Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 0 Plumbing/Gas Permit No. 126111 Project No. Date Application Accepted: 101 I Date Application Expires: 0 (For office US 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: Tenant Name: 6840 Fort Dent Way Mainspring Wealth King Co Assessor's Tax No.: 2954900425 Suite Number: 160 Floor: 1 New Tenant: ZJ Yes D ..No PROPER 0 ER Name: John C Radovich Development Address: 2835 82nd Ave SE suite 130 City: Mercer Island State: Wa Zip: 98040 CONTACT PERSON — person receiving all project communication Name: Joe Papernik Address: 11432 47th Ave NE City: Marysville State: Wa Zip: 98271 Phone: (360) 661-5568 Fax: (360) 454-0485 Email: jpapernik@cityplumbing.org PLUMBING CONTRACTOR INFORMATION Company Name: City Plumbing Inc Address: 11432 47th Ave NE City: Marysville State: Wa Zip: 98271 Phone: Fax: (360) 661-5568 (360) 454-0485 Contr Reg No.: CITYPI*955KJ Exp Date: 08/08/2020 Tukwila Business License No.: BUS-0993653 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Add break room sink, dishwasher, ice maker box for refrigerator, hot water tank, and indirect drain and trap primer 8,500 Building Use (per lnt'l Building Code): Occupancy (per Inel Building Code): Utility Purveyor: Water: Sewer: HgApplicalionsWorms-Applications On Line 2011 Applications \Plumbing Permit Application Revised 8-9.,11.doca Revisedt 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 1 Shower, single head trap Sinks 1 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than5 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 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 BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Joe Papernik Mailing Address: 11432 47th Ave NE Date: 05/06/2019 Day Telephone: (360) 661-5568 Marysville Wa 98271 City State Zip H:\Applications\Forms-Applications On Linet2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Rgister Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $198.17 PG19-0072 Address: 6840 FORT DENT WAY 160 Apn: 2954900425 $198.17 Credit Card Fee $5.77 Credit Card Fee R000.369.908.00,00 0.00 $5.77 PLUMBING $185.00 PERMIT FEE R000.322.100.00.00 0.00 $113.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $37.00 TECHNOLOGY FEE $7.40 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17626 , R000.322.900.04.00 0.00 $7.40 $198.17 Date Paid: Friday, May 10, 2019 Paid By: KEVIN ROGGENKAM Pay Method: CREDIT CARD 00596G Printed: Friday, May 10, 2019 9:04 AM 1 of 1 SYSTEMS CO TUKwILA ETKAKIT 6200 S0UTV[ENTER BLVD TUKWILu, WA 98188 206-4]]'1870 CITY OF TVKWILA 0817340800802374464580 Date: 05/10/2819 09:03:53 AM CREDIT CARD SALE VISA [Axn NUMBER: **********1872 K Tx»m AMOUNT: $198.17 APPROVAL [D: 88596G RE[0no #: 000 [BKK IV: RacheIle X {CARDHOLDER'S SIGNxTURB I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF [KcozT VOUCHER) Thank you! Merchant Copy CO TUxWILA ETRAKIT 6200 S0UTHCEmTER 8cvo TUxwILA' wx 98188 206'433'1870 CITY OF TUKWILA Date: 05/18/2019 VISA CARD NUMBER: TRAN AMOUNT: APPROVAL [o: RECORD #: CLERK ID: 09:93:B AM CREDIT CARD SALE $198.17 0ms9aG 000 Rachelle Thank you! Customer Copy K INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type ofInspection: 'ffve4Int.., 4) , Addre s: MO CEO JrwitOr Newer Date Called: Special Instructions: q&te Wanted: hp 243 0, a.m. P-en- Requester: honeNo: pproved per applicable codes. OMMEN Corrections required prior to approval. nspec r: Da e 41/ 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) 431 670 Permit Inspection Request Line (206) 438-9350 Project: Alt AviJ 1-4,04,"ko Address: &040 pecial Instructions: Approved per pplicable codes. LOMMENTS• Type of n e on: te Called: Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 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 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 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 19941' 12773 rnm) 4900 4.000' (101.60 mm) (101.60 mm) 10250' (26035 mm) 13500' (342.9mm; RECEIVED CITY OF TUKWILA MAY 1 0 2019 PERMIT CENTER (ilapstonee Two Handle High -Arc Kitchen Faucet Model: CA41613 series with side spray Model: CA41611 series less side spray SA NSF e) UPC CRITICAL DIMENSIONS • This faucet designed to beirstalied through 4 holes, 1-1/4" minimum diam 'ter, q'L-cefqej.rA—i A • Maximum deck thickness 1-1 (Y11.6irn. m)i:.:0 FOR CODE COithPLIANCE APPROVED 9930' (229 36mm) pb 101 CRITICAL DIMENSIONS (DO NOT SCALE) MAY 21 2019 City of Tukwila BUILDING DIVISION 4625' (117 mm) MAK 1.125"T-2 (29 mm) D01). CLEVELAND FAUCET GROUP • 25300 AL MOEN DRIVE NOR 1 H OLMS. 1 ED. OHIO 44070. (888) 450-5522 - VVVVVV.CFGONLINE.COM Rev. 5/13 -DAYTON' SPECIFICATIONS PRODUCT SPECIFICATIONS Dayton0 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 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 tt II(° ii21( ° roc" II II(ThiI PART: QTY: PROJECT: CONTACT: DATE: 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 requirements of the Uniform Plumbing Code, International Plumbing Code, and National Plumbing Code of Canada. Product Compliance: ADA BUY AMERICAN ACT ASME Al 12.19.3/CSA B45.4 Clean and Care Manual (PDF) Installation Instructions (PDF) Limited Lifetime Warranty (PDF) Similar models are available with: drain in another location 15-314" (400mm) 2-1/4"R (57mm) 21- /4" (540mm) 5-3/8" (137mm) 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/ne12521 Oak Brook, IL 60523 GE12521_spec.pdf (-*iT BRADFORD WHITE® WATER HEATERS Residential Utility Electric Water Heater 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. • Vitraglas® 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 (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). is Alternate Top Water Connections —The 6 and 12 gallon models have alternate 3/4" water connection tappings on top. IN 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. Photo is of RE112U6 Copper Screw Type Immersion Element Oncoloy type immersion element available upon request) Sulam flur 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; 7,634,976; 5,660,165; 5,954,492; 6,056,542; 6,935,280; 5,372,185; 5,485,879; 5,574,822; 7,971,560', 7,992,526; 6,684,821; 6,442,178; 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; 7,665,210; 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; 7,458,341; 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 While•Gorporallon. 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. 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. RE16U6t 6 5 7 6 161/2 14 10V6 101/6 31/6 161/z 161/2 35 RE110U6 10 8 7 6 171/2 16 15 14 511/16 9t1/16 12 44 RE112U6 12 10 7 6 167/8 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 61/8 101/8 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. B Jacket Dia. mm. C Floor to Hot Water Conn. mm. 0 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. 'Based on 1500W operation. PLUG TYPE ANODE 6 .12 GAL ONLY B 10 & 15 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. ALTERNATE COLD INLET (PLUGGED) !6 612 GAL ONLY ALTERNATE HOT OUTLET (PLUGGED) 6 8.12 GAL ONLY 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 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 no no no no no no yes yes yes yes yes yes yes yes yes yes yes yes yes yes yes yes yes yes yes yes yes yes yes yes no yes yes yes no yes 6, 12, & 20 Gallon Models Dimensions and specifications subject to change without notice in accordance with our policy of continuous product improvement. t BRADFORD WHITE° WATER H EAT E R S 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 BRADFORD WHITE-CANADA' INC. Sales / Technical Support 866-690-0961 / 905-238-0100 • Fax 905-238-0105 / www,bradfordwhfte.com Built to be the BestTM ©2016, Bradford White Corporation. All rights reserved. 1222-A-0316 Printed in U.S.A. 7/Mco ComfortilSolutionf A Taco Family Company Effective: June 15, 2017 Submittal Data Information LeakBreaker® Water Heater Shut Off 101-178 Supersedes: August 1, 2016 Job: Engineer: Contractor: Rep: ITEM NO. MODEL NO. Features Re-Settable Testable Quick Connect Wiring Operates on Batteries or Power Supply Multi -Color LED Status Light Audible Alarm Alarm Mute 2 N/0; N/C Dry Contacts Full Port Valve Easy Removable Actuator Product Specifications Max. Operating Pressure ...„140 PSI Max. Shut Off Pressure.. ....... _125 PSI Max. Static Pressure 300 PSI Maximum Ambient Temp 135°F Water Temp 33°F to 220°F Service Potable Water Flow Coefficient Cv 32 Kv 27.3 Materials Control Panel High Performance Engineered Polymer Actuator Body High Performance Engineered Polymer Gears High Performance Internally Lubricated Engineered Polymer Valve Body Forged Brass Stem Brass Press Ring Brass Ball Brass (Chrome Plated) Seats ................ Modified Teflon* 0-Rings Viton® Approval Application The Taco LeakBreaker is installed on the incoming cold water supply to the water heater, shutting off the water to a leaking water heater. The plumb and plug design is specifically engineered for use on a new or retrofit installation. Components are pre -wired to simplify the installation process, just plug in the sensor, valve, power supply and/or batteries. LeakBreaker can be tested anytime and then be reset to guard against a future leak. LeakBreaker Valve Water Sensor LeakBreaker Module Power Cord Hardware Leakl3reaker module opera r cord or 4 AA batteries (Not Included) 414,E [1,, US}+,:` 4[[[ Map 'Waco ComfortorSolutbns` Model Number Description 03-075-H-1 LF NPT A Taco Family Company Taco Inc., 1160 Cranston Street, Cranston, RI 02920 / (401) 942-8000 / Fax (401) 942-2360 Taco (Canada) Ltd., 8450 Lawson Road, Unit #3, Milton, Ontario L9T 0J8 / (905) 564-9422 / Fax (905) 564-9436 6" 2.50 021.86 (Center to Center of Rods) PAN ASSY 01. 2 PRODUCT SPECIFICATION DRAWING QUICK STANDTM #40-SWHP-A Suspended Water Heater Platform (PVC) pRAIN BODY ASSY 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 corners 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 1 HIS INFORMA 1 EON IS PROIJRIEIARY 10 HOLURI 1 E AND IS SUBJEC TO CHANGE WITHOUT NOTICE. IT MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN AUTHORIZATION. HOLD Product Submittal Job Name: Date: Part Number: Architect / Owner: Contractor: Notes: Ca\ V:NTINn MAKC.g tirr Mtn loos INTO ENGINCERCC SOL/TION 800-321-0316 OR 760-744-6944 / FAX: 760-744-0507 / \MNW.HOLDRITE.COM spec_40-SVVHP-A RevE , H:StMIT COORD COP? PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0072 DATE: 05/10/19 PROJECT NAME: MAINSPRING WEALTH SITE ADDRESS: 6840 FORT DENT WAY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: /1-7Ic Building Division • Fire Prevention Public Worls Structural n Planning Division Permit Coordinator st PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 05/14/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required LJ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 06/11/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/1.8/2013 Espahol Contact. Safety & Health Claims & Insurance k Washington State Department of / Labor & Industries iSearch L&I A-Z Indcx Help 1,&1 Workplace Rights Trades & Licensing CITY PLUMBING INC Owner or tradesperson Principals PAPERNIK III, JOSEPH S, PRESIDENT KNOWLES, SHELLY RAE, AGENT 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; Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice TrainIng Ageot Not allowed to have apprentices. License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Active. Meets current requirements. Construction Contractor License specialties PLUMBING License no, CITYPI*955KJ Effective — expiration 05/11/2005— 08/08/2020 Bond Lexon Ins Co Bond account no. 9808230 Received by L&I 07/07/2011 Insurance Contractors Bonding & lnsuranc Policy no. $6,000,00 Effective date 08/01/2011 Expiration date Until Canceled S1,000,000.00 Help us improve A31ADJ269 Received by L&I Effective date 07/30/2018 08/01 /2018 Expiration date 08/01/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts 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. License Violations No license violations during the previous 6 year period. Workers' comp Public Works Requirements Workplace safety and health 9 Washington Stale Dept. of Labor & Industries. 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Help us improve BUILDING INFORMATION Plot Date: 4/10/2019 5:42:05 PM Filename: U:\Proj\JCR Development Company\WA\Fort Dent II\19.00341.00-Mainspring Wealth - Fort Dent II\DRAWINGS\ARCH\3_CD\Permit Set\FDII-MSW-AN-O_COVER.dwg User: Brittany Toshi Device: _DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb 7G SOU LOCATION MAP NOT TO SCALE FORT DENT PARK qp5 1S aEE FORT DENT II 6840 FORT DENT WAY TUKWILA, WA 98168 oER TRUE NORTH 1 II SITE MAP SCALE: 1/128"=1'-0" L I FORT DENT II 6840 FORT DENT WAY TUKWILA, WA 98168 PROJECT TRUE NORTH NORTH SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: BUILDING DESCRIPTION: DATE OF CONSTRUCTION: CONSTRUCTION TYPE: FIRE PROTECTION: NUMBER OF STORIES: BUILDING TOTAL AREA: 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 THREE-STORY OFFICE BUILDING WITH SURFACE PARKING LOT 1987 V-B FULLY SPRINKLERED 3 ±19,933 SF (NO CHANGES) PROJECT DESCRIPTION INTERIOR TENANT IMPROVEMENT ON THE FIRST FLOOR OF AN EXISTING OFFICE SUITE TO INCLUDE: DEMOLITION OF PARTITIONS AND DOORS CONSTRUCTION OF PARTITIONS AND DOORS RELOCATION AND NEW LIGHT FIXTURES NO STRUCTURAL WORK OR ALTERATION OF CORE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFERRED SUBMITTALS. PROJECT AREA SUITE AREA FLOOR AREA FLR #1 2,529 SF 2,529 SF (NO CHANGES) ±19,933 (NO CHANGES) APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 UNIFORM PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2015 WASHINGTON ENERGY CODE (WSEC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: MAINSPRING WEALTH JOHN C RADOVICH DEVELOPMENT 2835 82ND AVENUE SE, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCADAVIDSON@JCRDEVCO.COM CONTACT: REBECCA DAVIDSON NELSON 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 981 PHONE: 206-408-8500 EMAIL: 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 SEPARATE PERMIT REQUIREt FOR: echanicaal Electrical ❑ lumbing Gas Piping City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY I 0 2019 PERMIT CENTER Nelco Architecture, Inc. 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 408-8500 consultants 1 REVISIONS No changes shall be made to the scope of work witnout prior approval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. Description: No: By: Date: PERMIT REVIEW SET BMT 04/10/2019 revisions DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET ISSUE DATE DRAWING REVISION NUMBER REVISION ISSUE DATE GENERAL AN-0 COVER SHEET AN-1 LIFE SAFETY PLAN AN-2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS ARCHITECTURAL Al-1 DEMOLITION, CONSTRUCTION & REFLECTED CEILING PLAN A9-1 PARTITION TYPE, DOOR SCHEDULE, ELEVATION & DETAILS A9-3 CEILING DETAILS Peartnit No. 11 P007� Plan review approval is subject to errors ana omissions Approval of construction aocuments.does not auth ar, violation of any adopted ode or ordinanc l ipt of apor• v • d ielo C � . y and ��,• .i• .,.ac/'w4.e)�,// DatA, JMAN City • u villa B ILD,N DIVISION DEVELUPMEN1'? client FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 MAINSPRING WEALTH 1ST FLOOR, SUITE 160 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address COVER SHEET sheet title REVIEWED FOR CODE COMPLIANCE APPROVED mrMAY 21 2019 City of Tukwila BUILDING DIVISION seal Proj. No: 19.00341.00 Designer: BMT Drawn By: BMT Reviewed By: LD Project Manager: LD Approved By: XX 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, LLC 2019 ALL RIGHTS RESERVED Full size = 24" x 36" / Half size = 12" x 18" / 11." x 17" = NTS • Plot Date: 4/10/2019 5:49:35 PM Filename: U:\Proj\JCR Development Company\WA\Fort Dent II\19.00341.00-Mainspring Wealth - Fort Dent II\DRAWINGS\ARCH\3_CD\Permit Set\FDII-MWS-A1-1_DEMO_CONSTRUCTION_RCP.dwg User: Brittany Toshi Device: DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb CONFERENCE OPEN WORK AREA DEMOLITION & CONSTRUCTION PLAN SCALE: 1/8" = 1'-0"' CONFERENCE 0 4' 8' OPEN WORK AREA 16' SCALE: 1/8" = 1'-0" ', d g��^+i i i�"� �x�� 2 i��� E � 3'� �* �e„�a,? tt �, � -�;*s � � `��s.• � f2n€x" § >.,�' ' `>t�` £`p jo,,^dui;,+$ ,,.... ...-.>;:; ,,� ,. €.; .�y{Y. „�+.'� ;A,.ork�W2 i N'SS<?$,; %"✓w �.0 n3"t.y �.,s,; .:,s '; ;»'f x; �a , a3• a: , x re '->xf 1 1.�, . s i:;� . . k � i`��v,Hx`:'�q>>,; '°�'' r ... „ ... � .:` m�. :+c �.?M ..»„-.� 2f, r ... .. `. ... .. <. :, �.. ,:d,�{;..x � ., �*.✓xs s% �.. �k }.,}. ,^ e k•,..ku�..;: '77ef; £ „., �,a, �_ .... .... .. �.. 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SALVAGE FOR RELOCATION OR RETURN TO BUILDING INVENTORY EXISTING DOOR TO REMAIN (R) = RELOCATED DOOR WzifyffM NEW UPPER & LOWER CASEWORK ALIGN DEMOLITION & CONSTRUCTION PLAN KEYNOTES 001 PATCH AREAS OF DEMOLITION AND PREP FOR NEW PAINT. 002 PROVIDE NEW COLD WATER LINE. RCP LEGEND ACT 10'-0" \, CEILING TYPE & HEIGHT } EXISTING 2'X4' ACT GRID & TILE PROVIDE NEW TILES AS NEEDED EMERGENCY EXIT SIGN (ARROW SHOWS DIRECTION) EXISTING B/S 2'X2' & 2'X4' RECESSED LIGHT FIXTURE TO REMAIN - -I EXISTING B/S 2'X4' RECESSED L - J LIGHT FIXTURE TO BE REMOVED OR RELOCATE) NEW (N) AND/OR RELOCATED (R) B/S 2'X4' RECESSED LIGHT FIXTURE EMERGENCY LIGHTING SHOWN FOR CONCEPTUAL LAYOUT ONLY WALL -MOUNTED LIGHT SWITCH - N=NEW - OS = OCCUPANCY SENSOR - ®= EXHAUST FAN LIGHTING CALCULATION WATTAGE PROPOSED: SYMBOL USED WATTS/FIXTURE # OF FIXTURES TOTAL WATTS 34 32 1,088 17 2 34 TOTAL: 1,122 WATTS PROPOSED WATTAGE ALLOWED: 2,529 TOTAL SF x .66 WATTS PER SF = 1,669.14 ALLOWABLE WATTS. SUMMARY: TOTAL PROPOSED WATTAGE IS LESS THAN THE ALLOWABLE WATTAGE PER 2015 WSEC INTERIOR LIGHTING POWER C405.4.2 (TABLE C405.4.2(1) BUILDING AREA METHOD). PROJECT COMPLIES. RCP KEYNOTES 201 REBALANCE HVAC AS NEEDED TO ACCOMMODATE NEW LAYOUT. RCP GENERAL NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, SWITCH LOCATIONS, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING, WIRING LAYOUT, AND ADDITIONAL INFORMATION. ALL MEP -FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, OR IN CONFLICT WITH MEP/FP DRAWINGS, ARE TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK. 2. WITHIN A ROOM OR AREA, THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING HEIGHTS ABOVE FINISHED FLOOR. 3. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL ELEMENTS. CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED. INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS. WITH.A SMALL SPACE TO AVOID VIBRATION. INSTALLATION AND/OR ALTERATION OF DUCTWORK, PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS, SOFFITS AND OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING. CONTRACTOR TO PROVIDE COMPLETE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW. 4. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER WITHIN ONE COVER PLATE U.N.O. 5. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC. (UL) LABELED. 6. LIGHT FIXTURES, REGISTERS, SPEAKERS, RECESSED FIXTURES AND SIMILAR CEILING ELEMENTS, AND LIFE -SAFETY DEVICES SHALL BE LOCATED IN THE CENTER OF CEILING TILE IN BOTH DIRECTIONS AND SHALL ALIGN WITH ADJACENT FIXTURES, DEVICES OR HEADS IN A RUN OR ROW, U.N.O. 7. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND SEISMIC BRACING. 8. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND EXPOSED SURFACES, TO AVOID FIXTURE SOILING OR DAMAGE DURING CONSTRUCTION. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. 9. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS RECOMMENDED BY FIXTURE MANUFACTURER. 10. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT FIXTURE LOCATIONS. 11. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEMS INSTALLATION. 12. PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE. MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILINGS - ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL. 13. COORDINATE SCHEDULING OF WORK WITH DATA/TELEPHONE INSTALLER. INSTALL CEILING TILES AFTER FINISH PAINTING TO MINIMIZE VOC ABSORPTION INTO THE CEILING TILES. INSTALL CEILING TILES AFTER DATA/TELEPHONE CABLES HAVE BEEN INSTALLED. 14. PATCH ALL HOLES IN EXISTING PLASTER FIREPROOFING AT BEAMS AND COLUMNS TO RESTORE THE REQUIRED FIRE RATINGS OF BEAMS AND COLUMNS (3 HR) TYPICAL THROUGHOUT. 15. ALL LIGHT FIXTURES FURNISHED BY OWNER SHALL BE U.L. APPROVED AND WHERE APPLICABLE, APPROVED BY LOCAL AUTHORITIES FOR SPECIFIED USE. 16. CEILING GRID AND TILE SHALL MATCH EXISTING. 17. SWITCHES AND PLATES SHALL MATCH BUILDING STANDARD. COLOR TO MATCH BUILDING STANDARD. 18. ALL LIGHT FIXTURES SHALL MATCH BUILDING STANDARD. 19. REPAIR AND/OR REPLACE COMPONENTS NECESSARY TO INSURE ALL EXISTING AND OR RELOCATED LIGHT FIXTURES ARE FUNCTIONING, INCLUDING BUT NOT LIMITED TO LAMPS, BALLASTS, AND LENSES. 20. RELAMP ALL EXISTING AND RELOCATED FIXTURES TO REMAIN. 21. ALL LAMP COLOR TEMPERATURES TO BE CONSISTENT WITHIN SIMILAR FIXTURE TYPES. CONSTRUCTION GENERAL NOTES 1. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE 1. BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 2. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT, U.N.O. 3. ALL DIMENSIONS ARE TO FINISH CONSTRUCTION, U.N.O. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. DIMENSIONS NOTED "CLEAR" ARE MINIMUM DIMENSIONS WHICH MUST BE MAINTAINED WITHOUT EXCEPTION. DIMENSIONS MARKED ± MEAN A VARIANCE NOT GREATER THAN 1 INCH, VERIFY DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE FINISH FACE OF WALL BELOW SILL, U.N.O. 4. ALL EXISTING FLOORS, PARTITIONS, DEMISING WALLS, AND CORRIDOR WALLS TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH ADJACENT SURFACES. 5. PATCH AT ALL NEW AND EXISTING PENETRATIONS AT FLOOR AND CEILING SLABS, WALLS AND SHAFTS, SEAL ABANDONDED PENETRATIONS AT FLOORS, WALLS AND SHAFTS TO MAINTAIN FIRE/SMOKE AND ACOUSTICAL RATINGS. PATCH FIREPROOFING AT ALL NEW AND EXISTING LOCATIONS WITH EXPOSED STRUCTURAL STEEL. 6. ALL GLASS SHALL BE CLEAR TEMPERED U.N.O. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN & POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 7. WHERE PARTITIONS ARE ATTACHED TO CURTAIN WALL, CENTER PARTITIONS ON WINDOW MULLIONS, PERPENDICULAR TO PERIMETER WALL, U.N.O. CONSTRUCTION TO MATCH BUILDING STANDARD. 8. PARTITION DEPTH AT FIRE EXTINGUISHER CABINET LOCATIONS SHALL ACCOMMODATE FULL CONCEALMENT OF RECESSED CABINETS OR PARTIAL CONCEALMENT OF SEMI -RECESSED CABINETS AS SPECIFIED BY THE MANUFACTURER. 9. EXTEND GYPSUM WALLBOARD AND FRAMING AT EXISTING PARTITIONS AND COLUMNS, TO 6" (MINIMUM) ABOVE SUSPENDED CEILING WHEN NEW CEILING HEIGHTS ARE ABOVE THE EXISTING CEILING HEIGHT. 10. ALL PARTITIONS ABUTTING COLUMNS ARE TO ALIGN WITH THE FACE OF THE COLUMN, U.N.O. 11. WHERE NEW PARTITIONS ABUT EXISTING SURFACES, REMOVE EXISTING CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION. 12. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH, U.N.O. - REFER TO MATERIAL SCHEDULE & FINISH PLAN FOR MATERIALS &' LOCATIONS THAT REQUIRE A LEVEL 5 FINISH, U.N.O. 13. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL EDGE TRIM. 14. REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS. 15. WHERE PARTITIONS EXTEND ONLY TO UNDERSIDE OF SUSPENDED CEILING SECURE THE TOP TRACK TO THE EXPOSED CEILING GRID. PROVIDE A COMPRESSIBLE GASKET BETWEEN THE TOP TRACK AND THE CEILING GRID. PROVIDE TAPABLE METAL J-BEAD AT TOP OF GYPSUM WALLBOARD, WITH NO JOINTS VARYING MORE THAN 1/8" OVER 6'-0" AND NO JOINTS GREATER THAN 3/16", U.N.O. CAULK PERIMETER AT TOP OF GWB. 16. PROVIDE GROUNDS AND BLOCKING IN METAL STUD WALL FRAMING FOR SUPPORT OF CASEWORK, SHELF -STANDARDS, A/V DEVICES, FURNITURE, ETC. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. COORDINATE BLOCKING REQUIREMENTS WITH FURNITURE & AV INSTALLERS. WHERE BLOCKING OR ADDITIONAL STUDS ARE REQUIRED AT EXISTING PARTITIONS, THEY ARE TO BE PATCHED AND REPAIRED. SEE CONSTRUCTION PLANS FOR WALL -MOUNTED MARKERBOARD, MONITORS & PROJECTION SCREENS; PROVIDE BLOCKING PER MANUFACTURERS' REQUIREMENTS. 17. ALL HINGED DOORS TO BE 4" FROM NEAREST PERPENDICULAR PARTITION, U.N.O. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. ALL DOORS SHALL HAVE 1'-6" CLEAR ON THE STRIKE/PULL SIDE OF DOOR AND 1'-0 CLEAR ON THE STRIKE/PUSH SIDE (IF THEY HAVE BOTH A LATCH AND A CLOSER) VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 18. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED TO SET THE TOP OF ALL DOORS SUCH THAT THE TOP OF ALL DOORS OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR SLAB OR FINISHED FLOOR THICKNESS. 19. PROVIDE DOUBLE STUDS AT DOOR HEADER AND JAMBS. INSTALL ADDITIONAL STUDS IN EXISTING PARTITIONS AT NEW DOOR OPENINGS IN ORDER TO PROVIDE DOUBLE STUDS. 20. PROVIDE DIAGONAL STUD BRACING TO SLAB ABOVE @ 48" O.C. AT DROP ARCHES/BULKHEADS. 21. GYPSUM WALLBOARD AT BOTH SIDES OF ALL PARTITIONS WITH PLUMBING ROUGH -IN (E.G.BATHROOMS, PANTRY, JANITOR'S CLOSET, WET COLUMNS) SHALL BE WATER-RESISTANT. DEMOLITION GENERAL NOTES N E LSOI THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF EXISTING CONSTRUCTION AND THE STORAGE AND REMOVAL OF SAID CONSTRUCTION, AND SHALL MAINTAIN THE AREA OF CONSTRUCTION IN A CLEAN AND ORDERLY CONDITION WITH DAILY REMOVAL OF DEBRIS. COORDINATE REMOVALS OF OTHER TRADES; REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE. 2. COORDINATE SCOPE OF DEMOLITION/REMOVAL WITH THE SCOPE OF NEW WORK. 3. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING REQUIRED TO PERFORM THE WORK INDICATED ON THE DRAWINGS. ALL CUTTING AND REMOVALS SHALL BE DONE NEATLY. 4. ALL ITEMS TO BE REMOVED AND SCHEDULED FOR REINSTALLATION OR TO BE RETURNED TO THE BUILDING SHALL BE PROTECTED, CLEAN AND FREE OF DEFECTS. FOR ITEMS SCHEDULED FOR REMOVAL AND REINSTALLATION, CONTRACTOR SHALL VERIFY AND DOCUMENT, IN WRITING, THE CONDITION AND FUNCTIONALITY OF THE ITEM(S) PRIOR TO REMOVAL. ANY DAMAGE TO ITEMS) NOT DOCUMENTED SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 5. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 6. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF REMOVALS. 7. ERECT AND MAINTAIN DUSTPROOF BARRIERS TO PREVENT THE SPREAD OF DUST, FUMES, SMOKE, ETC. TO OTHER PARTS OF THE FLOOR OR BUILDING. UPON COMPLETION OF WORK, REMOVE BARRIERS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT. PROTECT HVAC SYSTEM FROM DUST & DEBRIS. CONTRACTOR TO PROVIDE FILTER MEDIA TO COVER THE MAIN RETURN AIR GRILLES. PROVIDE NEW AIR FILTERS AT MECHANICAL UNITS AT THE COMPLETION OF CONSTRUCTION. 8. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. ANNOYANCES AND DISTURBANCES TO OTHER OCCUPANTS, PERSONNEL AND EMPLOYEES SHALL BE KEPT TO THE MINIMUM NECESSARY FOR THE PERFORMANCE OF THE WORK. 9. CONTRACTOR TO COORDINATE SHUTDOWN OF BUILDING SYSTEMS WITH THE BUILDING MANAGEMENT PRIOR TO IMPLEMENTATION. 10. IN AREA OF WORK REMOVE ALL ABANDONED PLUMBING LINES BACK TO THE RISERS, AND CAP. 11 . IN AREA OF WORK REMOVE ALL ABANDONED WIRING BACK TO ELECTRICAL PANELS. COORDINATE REUSE OF FREED CIRCUITS. PROVIDE TEMPORARY LIGHT AND POWER DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ELECTRICAL MAKE -SAFE DURING REMOVALS AND CONSTRUCTION. 12. REMOVE DOORS, FRAMES, AND HARDWARE AS NOTED AND SAVE FOR REINSTALLATION U.N.O. 13. EXISTING CEILING GRID TO REMAIN, U.N.O. MODIFY TO ACCOMMODATE NEW PARTITIONS. 14. SALVAGE FIRE ALARM DEVICES, EXIT SIGNS, LIGHTING AND HVAC DEVICES THAT ARE SCHEDULED FOR REMOVAL FOR REUSE, U.N.O. 15. ALL RELOCATED FIXTURES TO BE IN FULL OPERATING ORDER. 16. REMOVE ALL CABINETRY, SIGNAGE, CORNER GUARDS, SHELVING, EQUIPMENT, EXPOSED BLOCKING, WALL MOUNTED ACCESSORIES (CHALKBOARDS, WALL MOUNTED COAT HOOKS, SIGNAGE, PICTURES, ETC.) U.N.O. 17. PROTECT EXISTING WINDOW TREATMENTS. CONTRACTOR TO REPLACE ANY BLINDS/DRAPES DAMAGED DURING DEMOLITION/CONSTRUCTION. 18. NO STRUCTURAL ELEMENTS SHALL BE REMOVED. 19. X-RAY P.T. SLABS BEFORE CORE DRILLING OR CUTTING. 20. IN AREA OF WORK REMOVE ALL ABANDONED TELEPHONE AND DATA CABLING. RECEIVED CITY OF TUKWILA MAY 1 0 2019 PERMIT CENTER Pb oo Nelco Architecture, Inc. 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 408-8500 consultants Description: No: By: Date: PERMIT REVIEW SET BMT 04/10/2019 revisions 'DEVELOPfv1EN1 client FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 MAINSPRING WEALTH 1ST FLOOR, SUITE 160 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address DEMOLITION, CONSTRUCTION & REFLECTED CEILING PLAN sheet title REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2019 City of Tukwila BUILDING DIVISION seal Proj. No: 19.00341.00 Designer: BMT Drawn By: BMT Reviewed By: LD Project Manager: LD Approved By: XX Al-1 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, LLC 2019 ALL RIGHTS RESERVED NI size = 24" x 36" / Bair size = 12" x 1.8" / .11." x 1.7" = NTS Indirect Drain waste line tied to existing 2 " waste 2 Way Le Dlag�a '1" clean out z" cold water tied to hulloing cold water expansion tank 6 gallon water heater. Wa te� Dlagra trap primer RECEIVED CITY OF TUKWIE_.A: MAY 1 0 2019 PERMIT CEN' ii.. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 212019 11432 47th Ave NE Marysville, Wa 98271 Phone 360-454-0481 Fax 360-454-0485 jpapernik@cityplumbing,org - -' d CO d S CO 0.) 0� =n d • L - � o n dCD d CO > �O 1— DATE1 4/29/2019 Plumbing sink diagram City of Tukwila BUILDING DIVISION P