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HomeMy WebLinkAboutPermit PG17-0161 - COUNTRY FINANCIAL - BREAKROOM SINK, WATER HEATERCOUNTRY FINANCIAL 16400 SOUTHCENTER PKWY SUITE 310 PGI 7-0161 Parcel No: Address: 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.gov PLUMBING/GAS PIPING PERMIT 2623049021 Permit Number: 16400 SOUTHCENTER PKWY 310 Project Name: COUNTRY FINANCIAL Issue Date: Permit Expires On: PG 17-0161 1/2/2018 7/1/2018 Owner: Name: RADOVICH PROPERTIES LLC Address: 2835 82ND AVE SE STE S 1, MERCER ISLAND, WA, 98040 Contact Person: Name: JOE PAPERNIK Phone: (360) 661-5568 Address: 11432 47TH AVE NE , MARYSVILLE, WA, 98271 Contractor: Name: CITY PLUMBING INC Phone: (360) 454-0481 Address: 11432 47TH AVE NE , MARYSVILLE, WA, 98271 License No: CITYPI*955KJ Expiration Date: 8/1/2018 Lender: Name: Address: DESCRIPTION OF WORK: ADD BREAKROOM SINK AND WATER HEATER TO EXISTING SPACE Valuation of Work: $3,300.00 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: 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: da/7 I Date: 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 presu to give authority to violate or cancel the provisions of any other state or local laws regulating constructio/r the performance of work. I am authorized to sign and obtain this development p:mit and agreethe ditions attached to this permit. Signature: Print Name: e Date: O / - 07 - ) 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: ***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 Fuel Gas Code. Tests shall 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 is 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 finches above the top of the piping with clean earth, which shall not contain 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 REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Plumbing/Gas Permit No. ?G 1 �-_ 0 (tp Project No. Date Application Accepted: (.- W `'( 7 Date Application Expires: W 1 (For office use only) i tttJJJ 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.: 2623049021 Site Address: 16400 Southcenter Place Parkway Suite Number: 310 Floor: 3 Tenant Name: Country Financial PROPERTY OWNER Name: Joe Papernik Name: JCR Development Company City: Marysville State: Wa Zip: 98271 Address: 2385 82nd Ave Suite 300 Email jpapernik@cityplumbing.org 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 New Tenant: m Yes El „No PLUMBING CONTRACTOR INFORMATION Company Name: City Plumbing Inc Address: 11432 47th Ave NE City: Marysville State: Wa Zip: 98271 Phone: (360) 454-0481 Fax: (360) 454-0485 Contr Reg No.: CITYPI*955KJ Exp Date: 08/01/2018 Tukwila Business License No.: BUS -0993653 Valuation of Project (contractor's bid price): $ 3,300 Scope of Work (please provide detailed information): Add break room sink to existing space ' Building Use (per Int'I Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Sewer. H:Upplications\Pomts-Applications On Linc\2011 Applications\Plumbing Permit Application Revised 8.9.11 .docx 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 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 - 450 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 : LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE ENT: Signature: Print Name: Joe Papernik Mailing Address: 11432 47th Ave NE H:\Applications\Forms-Applications On Line \201 Applications\Plumbing Permit Application Revised 8.9.11.docx Revised: August 2011 bh Date: 12/06/2017 Day Telephone: (360) 661-5568 Marysville ' Wa 98271 City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $171.40 PG17-0161 Address: 16400 SOUTHCENTER PKWY 310 Apn: 2623049021 $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: R12955 R000.322.900.04.00 0.00 $6.40 $171.40 Date Paid: Wednesday, December 06, 2017 Paid By: JOSEPH PAPERNIK Pay Method: CREDIT CARD 09345G Printed: Wednesday, December 06, 2017 11:06 1 of 1 AM CSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ,/7 /47/ 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 Pro"ect: Type of Inspection: PLthivil9/46- F110-4 Addd/ress/:� Date Called: Special Instructions: ��� Date Wanted: ` 7/fE ! ( n P.m. Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: c4<- PL wl G- -FI 1I -L, inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Cr) INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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: C'odrv7'c?)' IvG' n -C- Type of Inspection: a 6116/'"//)/ /1.r%iiPb3' Address: /6 '-';'e277/e-r.4/>"011 /may Date Called: Special Instructions: Date Wanted: 1-3-Ae3 Cm.. Pim Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 4rpLU, bIV6- t/c /A/ Inspector: Date: /-3 / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. BRADFORD WHITE® WATER HEATERS Residential Utility Electric Water Heater Photo is of RE112U6 fitt Copper Screw Type Immersion Element (Incoloy type immersion element available upon request) its CERTIFIED_ Intertek Intertek 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(Vitraglase) 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. RECEIVED CITY OF TUKWILA DEC 062017 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED or DEC 26 2017 City of Tukwila ■ k i r 4 GF7OI(pf 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; 7,559,283; 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° 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. 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) (61 (51 (7j (6; (161/2 (141 001/4 (101/4 (31/e (161/i (161/8 (351 RE110U6 10 8 7 6 171/2 16 15 14 511/16 911/16 12 44 RE112U6 12 10 7 6 162/e 18 101/4 101/4 3 161/2 163/e 53 RE112T6t 12 10 7 6 273/4 14 211/2 211/8 3 273/4 273/4 48 RE115U6 15 13 7 6 201/4 18 173/4 163/4 61/8 102/8 1271/16 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/A Hour A Floor to Heater Top mm. 8 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. 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. 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) 6612 GAL ONLY PLUGTYPE ANODE 8812 OAL ONLY ALTERNATE HOT CUTLET (PLUGGED) 13 812 GAL ONLY 6, 12, & 20 Gallon Models Wattage Recovery GPH Temperature Rise °F 60 80 90 100 120 ;1500W 2000W )2500W 3000W 3500W 4000W 4500W 5000W 5500W 6000W 10 14 17 21 24 28 31 34 38 41 8 10 13 15 18 21 23 26 29 31 7 9 11 14 16 18 21 23 25 28 6 8 10 12 14 16 19 21 23 25 5 7 9 10 12 14 15 17 19 21 Wattage Limitations Voltage 120V 208V 240V 277V 480V yes yes yes yes no 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 no yes yes no no yes yes yes yes yes yes no yes RECEIVED CITY OF TUKWILA Dimensions and specifications subject to change without notice in accordance with our policy of continuous product improvement. klmt BRADFORD WHITE' DEC 06 2011 WATER HEATERS Ambler, PA PERMIT CENTER For U.S_and Canada field service, contact your professional installer or local Bradford White sales representati 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.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) 2.50 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 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 CITY OF TUKWILA DEC 06 2017 PERMIT CENTER THIS INFORMATION IS PROPRIETARY TO HOLDRITE AND IS SUBJECT TO CHANGE WITHOUT NOTICE. IT MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN AUTHORIZATION. HOILDI!LXT CONVERTING' MAKG4 IIrTMETHODS INTO ENGINEERED :iOL./TIOAS'" 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: Qty: Architect / Owner: Contractor: Notes: ® 4675 W. 16011! St d Dearborn Cleveland,Ohio44135 P675 W,) 321-9532 Brass Fax (600)321-9535 rn�e.dearbornbmss.00m SUBMITTAL SPECIFICATION BRASS TUBUILAR 1 -%" TRAP PRIMER TAILPIECE Engineering Specification: Dearborn Brass 1-Y2" Brass Tubular Trap Primer Tailpiece allows connection from tailpiece to supply route for water to travel to drain trap. Job Reference DESCRIPTION • Chrome Finish • 17 Gauge Brass • Brass Slip Nut • cUPC Listed 0 I/2 NUT Immimm _:• 8.000 REF. I I i i 1 1 I '0 b. - .625 0.D, TUBE RECEIVED COMPRESSION SLEEVE AND NUT CITY OF TUKWILA DEC 062011 PERMIT CENTER a 01.500 REF. ✓ Product No. Description Carton Quantity Carton Weight (lbs) 832-1 1-Y2" Trap Primer Tailpiece 10 • 9 Data is subject to manufacturing tolerances. Visit www.dearbornbrass.com for updates 03/2009 Welcome to Dearborn® Brass Page 1 of 1 Dearborn° db Brass Search dearbornbrass.com Home Prottucts About Contact Aero 'res 0 Trap Primer Tailpieces PRODUCTS Brass Tubular Prod.# Size. 831-1 1.250 Select An Icon To Learn More Aboutihis Feature Other Brass Tubular Description 1-1/4" Trap Primer Tailpiece 17 Ga 1-1/2" Trap Primer 832-1 1.500 Tailpiece w/Captured Nut - 17 Ga UPC Code Cu. FT.Pack Ctn. Wt 041193000118 0.72 10 9 041193000125 0.72 10 9 Tracking Dearborn Brass 02004 RECEIVED CITY OF TUKWILA DEC 06 2011 PERMIT CENTER http://dearborn.oatey.com/apps/catalog/showskus.asp?ctg=71 &subctg=0&prodgrpid=548 12/6/2017 City of Tukwila Department of Community Development December 12, 2017 JOE PAPERNIK 11432 47TH AVE NE MARYSVILLE, WA 98271 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG17-0161 COUNTRY FINANCIAL - 16400 SOUTHCENTER PKWY - SUITE 310 Dear JOE PAPERNIK, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Provide plumbing plan drawn to scale (not reduced size sheets) and cloud the location for scope of work. 2. The indirect drain up stream of the main sewer line shall have trap seal primers. No form of trap that depends for its seal upon the action of movable parts shall be used, this also includes sink drains. Show trap primer for indirect drain connected to the direct water supply. Trap primer shall also be located where it can be maintained. Provide manufactures specifications for the trap primers. (UPC 1004.1, 1005.0 & 1007.00) 3. Show on the plan where the water -heater shall be installed. Specify how it shall be seismically braced. Indicate the size or model number of the water heater. Water heater shall be located where it can be easily accessed for servicing. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resu..nittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, achelle Ripley Permit Technician File No. PGI 7-0161 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0161 DATE: 12/21/17 PROJECT NAME: COUNTRY FINANCIAL SITE ADDRESS: 16400 SOUTHCENTER PKWY 310 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: krAtAk, It) --)4`q Building Division Public Works Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 12/21/17 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER06 INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: Approved ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 01/18/18 REVIEWERc6 INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0161 DATE: 12/06/17 PROJECT NAME: COUNTRY FINANCIAL SITE ADDRESS: 16400 SOUTHCENTER PKWY - SUITE 310 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: PJ Go ►�� I Building Divisior 'Y`c ivy b torks Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) Planning Division ❑ Permit Coordinator DATE: 12/07/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/04/18 Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Fire ❑ Ping ❑ PW ❑ Staff Initials: ff.-- 12/18/2013 .- 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /2 Plan Check/Permit Number: PG17-0161 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: COUNTRY FINANCIAL RECEIVED CITY OF TUKWILA DEC 2 0 2017 PERMIT CENTER Project Address: 16400 SOUTHCENTER PKWY 310 Contact Person: J02 Rip eAc.14-11. LC Phone Number: .j (00 - L¢(- / - ST5Ze F Summary of Revision: r r i Viti¢gi (/' 1 ra- O i_ a . J_ -ca C_ O� gi.L u v 1 S f e,L %e2� � (� U-� i'�Ga i u, { �D �r�tv �' �� S 1 L'SA4;c_ r 1 10 e (.4_4„ e -c Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: %'` t/(1 [ Entered in TRAKiT on /)--/-9-01/7 W -.\Permit Center (Brenda)\Forms\Permit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 CITY PLUMBING INC Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I Page 1 of 2 mAtia A-ZIndex Help 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 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— 08/01/2018 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 OHIO CAS INS CO $1,000,000.00 Policy no. 54203169 Received by L&I Effective date 06127/2017 08/0112010 Expiration date 08/01/2018 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602218839&LIC=CITYPI*955KJ&SAW= 12/29/2017 CITY PLUMBING INC No lawsuits against the bond or savings ac( 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. 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 3 of Year 2017 "7 to 10 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 © 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= 12/29/2017 0 RECEIVED CITY OF TUKWILA DEC Z 0 2017 PERMIT CENTER Seal: COUN rS�3;r i,;'} CNAN'rrftY3 SOUTHCENTER 16400 SOUTHCENTER TUKWILA, ,, ,V„„ RY ��rFti �s,;, ,,J,c WAS ak PLACE PARKWAY H I NANCA200 '�£ w� PROVE4��r BUILDING SUITE 310 ' GTO 8 8 981 t�41 f :t �. �sf� N�;`�£!e%,�',.Iau£f'�k''` t '�'}� FELEWASHINGTON Non.Ff�` 0 /_ j t(%J SCOPE OF WORK: TENANT IMPROVEMENT TO THE SOUTHERN HALF OF THE 3RD FLOOR OF AN EXISTING 5 -STORY OFFICE BUILDING FOR OFFICE USE TO INCLUDE: • DEMOLITION OF PARTITIONS, DOORS AND CASEWORK • CONSTRUCTION OF NEW PARTITIONS, DOORS AND CASEWORK • RELOCATION OF LIGHT FIXTURES • NO WORK TO THE CORE AND SHELL OF THE BUILDING SITE ADDRESS: 16400 SOUTHCENTER PARKWAY, TUKWILA, WA 98188 PARCEL #: 262304-9021 LEGAL DESCRIPTION: PARCEL 1 OF CITY OF TUKWILA REVISED SHORT PLAT #77-51-55 AKA BLA #3-79 REC #7904180861 SD PLAT DAF - POR SE 1/4 OF NW 1/4 BEG AT MONUMENTAL INTSN OF C/L'S OF SOUTHCENTER PARKWAY 57TH AVE S & STRANDER BLVD S 164TH ST TH S 8-45-5 E 325.05 FT TH S 0-25-58 E 30 FT TO AN INTSN WITH S MGN SD STRANDER BLVD & TPOB TH CONTG S 0-25-58 E FT TH S 89-45-58 E 350 FT TH S 0-25-58 E 1093.20 FT TH N 89-43-19 W 626.31 FT TO E MGN SOUTHCENTER PARKWAY TH N 0-57-48 W 1241.85 FT TO A PT OF CURVE TH NLY & ELY ALG ARC OF CURVE TO RGT RAD 50 FT THRU C/A 91-11-50 79.53 FT TO S MGN STRANDER BLVD TH S 89-45-58 E 237.72 FT TO TPOB LESS POR OF SD PAR 1 FORST UNDER REC NO 8310250922 LESS RD PER SUP COURT #09-2-19459-9 KNT Plat Block: Plat Lot: ZONING: TUC TYPE OF CONSTRUCTION: II -A, FULLY SPRINKLERED OCCUPANCY: GROUP B, OFFICE AREA OF TENANT SUITE: t 4,666 SQ.FT. AREA OF VACANT SUITE: ± 3,271 SQ.FT. QPermit AREA OF FLOOR: t 13,700 SQ.FT. APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL FUEL AND GAS CODE (IFGC) 2014 NATIONAL ELECTRICAL CODE (NEC) 2009 ICC / ANSI A117.1- ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES INDOOR AIR QUALITY CODE TENANT: COUNTRY BUILDING JCR DEVELOPMENT COMPANY Plan REPRESENTATIVE: 2385 82ND AVE., SE, SUITE 300, MERCER ISLAND, WA 98040 . rs-,EPARATEn PERMIT I , .QURED FOR: (1�'M chanical [7�'Clectr►cal CI PI tubing Gas Piping review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or o •, ' • ce. Receipt of approved Field • pY and c • ,,, itio 0 �: s acknowled ed. / g p�M By: 4 . ,r;. -,,,1( ,,I Date: OI- f _ 28 CONTACT: REBECCA DAVIDSON TELEPHONE: (206) 267-6060 EMAIL: RebeccaDavidson@jcrdevco.com DESIGNER: NELSON 1200 FIFTH AVE, SUITE 1300, SEATTLE, WA 98101 CONTACT: LINDA DUCEY TELEPHONE: (206)408-8500 EMAIL: LDucey@nelsononline.com GENERAL CONTRACTOR: TBD City of Tukwila BUILDING DIVISION City of Tukwila 21 PROJECT INFORMATION NA BUILDING DIVISION 71 PROJECT TITLE NA 1. MECHANICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, 11. N.F.P.A. / I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT UNDER SEPARATE PERMITS BY DESIGN 1 BUILD CONTRACTORS - DEFERRED SUBMITTALS. ALONG THE PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL. 2. REBALANCE THE HVAC SYSTEM WHERE AFFECTED BY SCOPE OF WORK AND PROVIDE WRITTEN 12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE - RESISTANT CONSTRUCTION SHALL NOT REPORT TO OWNER AND BUILDING MANAGEMENT. EXCEED 1/2" AND SHALL BE PACKED SOLID WITH APPROVED FIRE SAFING MATERIAL AND SEALED WITH METAL ESCUTCHEONS EACH SIDE AS REQUIRED BY CODE., METAL 3. CLEAN ALL DIFFUSERS & GRILLES WITHIN AREA OF WORK. 13. MAINTAIN INTEGRITY OF RATED ASSEMBLIES AND REPAIR ANY DAMAGE TO SPRAY - APPLIED 4. VERIFY LOCATION OF THERMOSTATS WITH BUILDING REPRESENTATIVE OR NELSON PRIOR TO FINAL FIREPROOFING. INSTALLATION. cn N • • • 4QT�L eG� «, G WAYS �'1'�. �� G,PB14, 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. 5. ALL CONSTRUCTION WORK IS CONFINED TO THE BUILDING INTERIOR. CONTRACTOR SHALL PROVIDE 9GF 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 16.., d' - -- OF EGRESS FOR THE TENANTS OF THE BUILDING. 7. DO NOT DISRUPT HVAC, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS WITHOUT PRIOR AUTHORIZATION FROM OWNER. / a SOUTH SHOP •NG CENTE , EN-• • 8. THE CONSTRUCTION SITE SHALL BE LEFT CLEAN & ORDERLY AT THE END OF EACH WORK DAY. REVISIONS 9. NO ONE WILL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL. fro changes shalt be m ads to the scope -7 of work without prior Gpproval of ` ` IIE;W!! 1 Euadtrt SEA INTERNATIONAL AIRPORT -TAC Lu z 0 u STRANDER D °° 10. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS Division. ! t`,0T : F��v` q p BY NON -AUTHORIZED PERSONNEL & AS REQUIRED BY 0.S.H.A. STANDARDS TO PREVENT INJURIES OR �s►on� will re vire a neN len submittal SOUTHCENTER ACCIDENTS. I and may include additional plan review fees,j PLACE NORTH 3 NOT USED NA 4 MECHANICAL, PLUMBING, FIRE PROTECTION LIFE SAFETY NOTES NA 5 VICINITY MAP NTS 6 GENERAL NOTES NA ACT ACOUSTICAL CEILING TILE ELEC'L ELECTRICAL LF LINEAL FOOT REINF REINFORCING ADJ ADJACENT / ADJUSTABLE ELEV ELEVATION (VIEW) MAX MAXIMUM REQ'D REQUIRED N� TI -1 COVER SHEET TI -2 LIFE SAFETY PLAN TI -3 DEMOLITION PLAN & CONSTRUCTION PLAN TI -4 REFLECTED CEILING PLAN & ELEC./COMMUNICATION PLAN TI -5 FINISH PLAN, DOOR,FRAME & RELITE SCHEDULE, &DETAILS AFF ABOVE FINISH FLOOR EQ EQUAL MECH MECHANICAL REV REVISION / REVERSE M STRANDER BLV D ALT ALTERNATE EXIST EXISTING MFR MANUFACTURER RM ROOM M ,8 ALUM ALUMINUM EXT EXTERIOR MIN MINIMUM RO ROUGH OPENING 11 III I 11 II II [ APPROX APPROXIMATELY FIN FINISH MISC MISCELLANEOUS S SOUTH FLR FLOOR MTD MOUNTED SCHED SCHEDULE BUILDING FLUOR FLUORESCENT MTL METAL SC SOLID CORE �0 IIII I I I I I I I1II I 1I I - I NOTE: THIS PLAN IS NOT REPRESENTATIVE OF A LEGAL SURVEY. BLKG BLOCKING FMC FLOOR MATERIAL CHANGE MW MICROWAVE OVEN SECT SECTION B/S BUILDING STANDARD FR FIRE RATED N NORTH / NEW SIM SIMILAR CAB CABINET FT FEET NIA NOT APPLICABLE SPEC SPECIFICATION 36 36 I I I I I 1 1 1 1 1 1 1 1 I I 1 1 1 I = = CLR CLEAR/CLEARANCE FURN FURNISH / FURNISHINGS NIC NOT IN CONTRACT SQ SQUARE- DUTHCENTER PKV I I I CLG CEILING GA GAUGE NO NUMBER STD STANDARD :�ro�,..°°��°� _ SOUTHCENTER CL CENTERLINE GALV GALVANIZED NOM NOMINAL STL STEEL COL COLUMN GD GARBAGE DISPOSAL NTS NOT TO SCALE STOR STORAGE - .� - - PLACE COMMUNICATION GL GLASS / GLAZING OC ON CENTER SUSP SUSPENDED - j / COMM COMP COMPOSITION GWB GYPSUM WALL BOARD OPNG OPENING TEL TELEPHONE CONST CONSTRUCTION . HC HOLLOW CORE OPP OPPOSITE TSG TEMPERED SAFETY GLASS CONT CONTINUOUS HDW HARDWARE ORIG ORIGINAL TYP TYPICAL CPT CARPET HM HOLLOW METAL PERM PERMANENT UNO UNLESS NOTED OTHERWISE = = - _ i / ' ; ,� / - _ - = - _ 16400 SOUTHCENTER PARKWAY TUKWILA WA 98188 (�' F REVIEWED FOR ' O R R > C; T I,'N HT HEIGHT PL PLATE VCT VINYL COMPOSITE TILE _ cnr - CT CERAMIC/CONCRETE TILE DIA DIAMETER HVAC HEATING, VENTILATING, PLAM PLASTIC LAMINATE VERT VERTICAL DR DOOR AIR CONDITIONING PLYWD PLYWOOD W WEST DIM DIMENSION IN INCH PR PAIR W/ WITH 11 1 I 1 1 11 I I = - I (� �1 IANC�E 'CO � . ;. PR V D LTR • . DEC 2 6 2017 ; �) `,� I/Il4- t, " City of "Tukwila ! Di"I �I�7 bi )i is ' --- DW DISHWASHER INCL INCLUDE PTN PARTITION W/0 WITHOUT DWG DRAWING INSUL INSULATION R RADIUS / REMOVE / RELOCATE WC WALLCOVERING E EXISTING / EAST INT INTERIOR RB RUBBER BASE WD WOODn'., EA EACH JT JOINT REF REFRIGERATOR 01111111111m 1 1 1 1 1 1 1 1' EAS EXIT ACCESS STAIRS LL@TE BY LANDLORD AT TENANTS REFL'D REFLECTED 1 EAD EXIT ACCESS DOORWAY EXPENSE ELEC ELECTRIC OUTBACK STEAK HOUSE NORTH 7 NOT USED NA 8 I ABBREVIATIONS NA 9 SITE PLAN NTS 10 SHEET INDEX tIA 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 Consultant: Description: No: By: Date: PERMIT REVEIW SET EB 09/25/17 SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Client: COUNTRY FINANCIAL 3RD FLOOR - SUITE #310 Project Title: COVER SHEET Sheet Title: RECEIVED CITY OF TUKWILA DEC Z 0 2017 PERMIT CENTER Seal: Proj. No: MS.01400.00 Drawn By: NG Project Manager: LD Designer: NG Reviewed By: LD Approved By: LD TI.... ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY HE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PMINi-ik+F rDIS^p PAN THE PRO E NAGER SHALL BE NOTIFIED IN I0 PROCEEDING WITH THE WORK. ALL RIGHTS RESERVED SOUTHCENTER PLACE EXISTING 5 -STORY OFFICE BUILDING AREA OF WORK 1,401 SF • 1 LONGEST COMMON PATH OF EGRESS TRAVEL -->' 3RD LEVEL - LIFE SAFETY PLAN 1/8" =1'-0" 0 5' EXCLUSIONS 10' 20' NO CHANGE IN BUILDING AREA NO CORE / SHELL WORK NO STRUCTURAL WORK NO EXTERIOR WORK NO CHANGE OF USE 30' OCCUPANT LOAD & EXITING PER IBC TABLE 1004.1.2: 100 SQ. FT. PER OCCUPANT FOR GROUP B (BUSINESS AREA). PER IBC TABLE 1006.3.1: 0-49 OCCUPANT LOAD = ONE (1) EXIT REQUIRED 50-500 OCCUPANT LOAD = TWO (2) EXITS REQUIRED TENANT SUITE: ± 4,666 SQ.FT. @ 1:100 = 47 OCCUPANTS 1 EXIT REQUIRED, 2 EXITS PROVIDED REDUCED VACANT SUITE: ± 3,271 SQ.FT. @ 1:100 = 33 OCCUPANTS 1 EXIT REQUIRED,1 EXIT PROVIDED COMMON PATH OF EGRESS TRAVEL PER IBC 1006.2.1: MAXMUM LENGTH ALLOWED IS 100' FOR GROUP B (BUSINESS AREA) OCCUPANCY IN BUILDING WITH SPRINKLER SYSTEM. TENANT SUITE: LONGEST COMMON PATH OF EGRESS TRAVEL IS ± 57'. REDUCED VACANT SUITE: LONGEST COMMON PATH OF EGRESS TRAVEL IS ± 93'. PROJECT COMPLIES. NORTH EXIT ACCESS TRAVEL DISTANCE PER IBC TABLE 1017.2: MAXIMUM LENGTH ALLOWED IS 300' FOR GROUP B (BUSINESS AREA) OCCUPANCY IN BUILDING WITH SPRINKLER SYSTEM. PROJECT COMPLIES. LONGEST COMMON PATH OF EGRESS TRAVEL RCVIL;I'O FOR CODE COMPLIANCE APPROVED DEC 2 2017 City of Tukwila DLVIS PG ft:v 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 REVEIW SET EB 09/25/17 SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Client: COUNTRY FINANCIAL 3RD FLOOR - SUITE #310 Project Title: LIFE SAFETY PLAN Sheet Title: RECEIVED CITY OF TUKWILA DEC 2 0 2017 PERMIT CENTER Seal: Proj. No: MS.01400.00 Drawn By: NG Project Manager: LD Designer: NG Reviewed By: LD Approved By: LD Ti...2 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. 2017 ALL RIGHTS RESERVED Plot Date: 9/25/2017 5:36:44 PM Filename: J:\BLDGS\S-z\Southcenter Place\Country Financial - 03\Working Drawings\(TI-3) CF-DE,PL-03.dwg User: Edith Bukenya Device: None PenTable: _NELSON-FULL.ctb EXISTING OFFICE EXISTING CORRIDOR FIRE HOSE EXISTING OFFICE CI NEW OFFICE NEW OFFICE ELEVATOR LOBBY EXISTING OFFICE EXISTING CORRIDOR OPEN COMMON AREA EXISTING OFFICE EXISTING OFFICE NEW TRAINING ROOM OPEN COMMON AREA EXISTING OFFICE HALL WAY EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE NEW OFFICE EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE 3RD LEVEL - CONSTRUCTION PLAN 1/8" =1'-0" 0 5' 10' CONSTRUCTION LEGEND 20' EXISTING BUILDING SHELL NOT TO BE ALTERED EXISTING CORRIDOR PARTITION. EXISTING BIS DEMISING PARTITION EXISTING CONSTRUCTION TO REMAIN NEW BIS TENANT DEMISING SOUND PARTITION PER DETAIL 21TI-5 UPGRADED TENANT INTERIOR PARTITION TO DEMISING SOUND PARTITION. SEE DETAIL 2/TI-5. EXISTING BIS DOOR AND FRAME TO REMAIN ijrst NEW BIS DOOR AND FRAME PER SCHEDULE ON 1/TI-5 PROVIDE AND INSTALL NEW COLD WATER LINE FOR TENANT'S ICE MAKER. —•CWL ALIGN PROVIDE AND INSTALL NEW BIS SINK AND FAUCET IN RETROFITTED EXISTING BASE CABINET PER DETAIL ON 4 -TI -5, PROVIDE AS ADA COMPLIANT. 30' CONSTRUCTION NOTES 1. MAINTAIN A CLEAR PATH OF TRAVEL AT ALL TIMES DURING CONSTRUCTION. 2. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES & THE BUILDING REPRESENTATIVE. 3. INSTALL DOUBLE STUDS AT DOOR JAMBS AND HEADERS. 4. PROVIDE FIBER GLASS REINFORCED WATER RESISTANT GYPSUM BOARD IN AREAS SUSCEPTIBLE TO MOISTURE. 5. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O. 6. REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO ARCHITECT. 7. ALL EXISTING WINDOW COVERINGS TO BE CLEANED AND IN GOOD WORKING ORDER. CONSTRUCTION KEYNOTES CLEAN AND/OR REPAIR EXISTING CASEWORK TO 'LIKE NEW' CONDITION. PATCH AREA OF DEMOLITION AND PREP FOR NEW PAINT PROVIDE BLOCKING AND ELECTRICAL FOR TENANT WALL MOUNTED TELEVISION AT THIS LOCATION. RELOCATED SALVAGED BIS PLAM UPPER AND LOWER CASEWORK . APPROXIMATELY 64". PROVIDE NEW PLAM COUNTER TOP AND BACK SPLASH AND SIDE PANELS TO MATCH EXISTING CONDITIONS. PROVIDE AND INSTALL ONE (1) 2'H X 3'W PLYWOOD BOARD FOR NETWORK EQUIPMENT. COORDINATE WITH TENANT FOR FINAL LOCATION. EXISTING CORRIDOR ELEVATOR LOBBY EXISTING CORRIDOR 3RD LEVEL - DEMOLITION PLAN 1/8" = 0 5' DEMOLITION LEGEND 10' 20' EXISTING BUILDING CORE TO REMAIN. EXISTING CORRIDOR PARTITION. EXISTING DEMISING PARTITION. EXISTING CONSTRUCTION TO REMAIN. EXISTING CONSTRUCTION TO BE DEMOLISHED. 30' DEMOLITION NOTES 1. REMOVE ALL EXISTING FLOORING AND WALL BASE AND PREP FOR NEW FLOORING AND WALL BASE. 2. A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN AT ALL TIMES DURING DEMOLITION. 3. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND BUILDING REPRESENTATIVE. 4. ALL DEBRIS SHALL BE REMOVED FROM THE DEMOLITION SITE DAILY. 5. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING REPRESENTATIVE'S RULES AND REGULATIONS WITH MINIMAL DISTURBANCE TO OTHER TENANTS. 6. GENERAL CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC SYSTEMS ARE TO BE PROTECTED DURING DEMOLITION. 7. GENERAL CONTRACTOR SHALL NOTIFY BUILDING REPRESENTATIVE AND ARCHITECT OF ANY DEMOLITION WORK THAT IMPACTS THE STRUCTURAL INTEGRITY OF THE BUILDING. 8. GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS, ERRORS OR DEFECTS TO BUILDING REPRESENTATIVE. DEMOLITION KEYNOTES EXISTING CASEWORK TO REMAIN. SALVAGE BLUE TAPED PORTION OF EXISTING CASEWORK FOR RELOCATION. EXISTING PORTION OF CASEWORK TO BE RETROFITTED TO ACCOMMODATE NEW BIS SINK AND PLUMBING AND ADA REQUIREMENTS. SEE CONSTRUCTION PLAN ON TI -3 AND DETAIL ON 4 -TI -5 004 SALVAGE EXISTING DOOR AND FRAME FOR REUSE IF POSSIBLE. REMOVE EXISTING ELECTRICAL OUTLETS ABOVE THE COUNTER. PATCH WALL AND PREP FOR NEW PAINT. PGI NORTH REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 6 2011 City of Tukwila BL11.LDING. IVIS 1 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 REVEIW SET EB 09/25/17 SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Client: COUNTRY FINANCIAL 3RD FLOOR - SUITE #310 Project Tide: DEMOLITION PLAN & CONSTRUCTION PLAN Sheet Tide: RECEIVED ars,/ OF TUKWILA DEC 2 0 2017 PERMIT CENTER Seal: Proj. No: MS.01400.00 Drawn By: NG Project Manager: LD Designer: NG Reviewed By: LD Approved By: LD TI -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 ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, INC. 2017 ALL RIGHTS RESERVED si- PRODUCT SPECIFICATION DRAWING QUICK STAND"' #40-SWHP Suspended Water Heater Platform C321.86 (Center to center of Rods) 2.50 pAN ASV( 2.50 T 01.32 32.50 01.50 plower Braces (21 DRAIN BODYASSY ALL DIMENSIONS IN INCHES 4401cir -k- (041-4-&- 64-tv idet-tcbrutA, G•b0V4 Sink JeoQ 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 Comer Brackets: 14 gage CRS, galvanized Diagonal Braces: 16 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 Cross -braces (2) two included to capture water heater within the platform Static toad 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 Tis INFORMATION IS PROPRIETARY ID HOLDRITE AND IS SUBJECT TO CHANGE WITHOUT NOTICE. IT MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN AUTHORIZATION. coNvcrATiNn MAIMS RFT MCT110Dfi 1NTO CsAtt4CCRCQ 800-321-0316 OR 760-744-6944./ FAX: 760-744-0507 / VVWW.HOLDRITE.COM spec 40-SWHP_RevG Product Submittal Job Name: Date: Part Num6er: Qty: Architect 1 Owner: Contractor: 'Notes: eitret-; A-rtve er:14-cfr cf,6 re_t V \ // A FORD ITE' WATER HEATERS Residential Utility Electric Water Heater Photo Is Of RE1 12U6 Copper Screw Type immersion Elernent Grainy type Immersion element available upon request) til9f"."‘us us Intertek Intertek The Utility Electric Models Featuir: U Fully Automatic Controls—Fast-acting surface -mount thermostat for automatic temperature control. Factory-ihstalled sensitive manual reset energy cut-off for safety to prevent overheating. in 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 (Vitraglaso) is fused to the steel surface bfirInata temPerature of over 1600°F (871'C). n 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, III Water Connections -3/4" NPT facterY-supcilled trUe dielectric fittingextend water heater life. Located on the side for easier installation (Fittings packaged separately inside carton). Et Alternate UP Water Connections—The 6 and 12 gallon models have alternate 3/4" water connection tappings ori top. IIII Protective Magnesium Anode Rod—Provides added protection against corrosion for long trouble-free service. MI Voltages Avallable-120V, 208V, 240V, 277V, 480V. U Single Phase Operation Only. • T&P Belief Willie—installed. al Design evaluated by ETL in accordance with Part 280.707(d) of HUD Mobile Home Construction and Safety Standards for Energy Efficiency. 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 aYow /Imitations 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; 7,634676; 5.608,165:5,954,492; 6056642; 6,935,280; 5,372,185; 5,485,879; 5674,822, 7,971.560; 7.992,525:8604,821; 6442178; 73344797880888; 7270,087: 2007746 5696952; 6142216: 7699026; 5.341770:7637617;7666211; 2665210; 7,053,1 32; 7663,133; 7659,296 7606589. 5643954; 5092582 5545117; 7.621230; 7,85085e 5761376 7409,925; 6277171; 5146772; 7,458,341; 2,262174. OTHER U.B. AND FOREIGN PATENT APPLICATIONS PENDING. CURRENT CANAMAN PATENTS: 2316846 2506824; 2,105,180: 2143,031; 2409271; 2.548958; 2.112516 2,476 686 2239087;2,092106 2.197012 Vitragl as* ts a registered trathenark el teadioni White Corporation. 1222-A-0316 Precision Plumbing Products . . ATIVATED. , • SUBMITTAL TRAP PRIMER www.oppinc.not The P1-500 and P2-500 are adjustable to the static line pressure by use of the adjusting screw. System operating range is 20 psi minimum to 80 psi (138 to 552 kpa) maximum. The valve requires a 10 psi (70 kpa) pressure drop across the valve to activate and will deliver a metered amount of water to the floor drain. The trap Primer is to be connected to a cold water supply only. Constructed of 360 brass, EPDM E70 0 -rings, Dow #7 Silicone, #60 stainless steel mesh screen, stainless steel adjustment screw. Model P1-500 will prime 1-4 floor drains using our patented DU -U Distribution unit. Model P2-500 will prime 1-2 floor drains using our patented DU -U Distribution unit. PROJECT SUBMITTAL Project: Contractor: Engineer' Date Submitted* Prepared E3sr Residential Electric Water Heater Utility Models Model P-1 Model P-2 .1 VW. f29mnD FLOOR DRAIN TRAP PRIMER VALVE MODELS: P1-500 & P2-600 0.6.0. Lieled Medal Humber Capacity U.S. line. Gal. Gal. Recovery 901 Rise U.S.' Imp GPII GPII A Floor to Heater Top In. 9 Jacket 979, In. Floor to Hot Water Conn. in. Floor to TAP Conn. In, Floor to Cold Water Conn, in. Floor to Anode Rod lo. G Floor to Electrical Access 'In. Approx. Shipping Weight E 6061 RE110U6 71011206 RE112T6f 71011506 71012006 iEs 5, :7,1. 161/1 ........... 114 1011s .1t1111 r11/ri 1161/i NM& to 8 7 6 16 15 14 '511/re . 91i/ 12 lbs. 35+- 44 53 48 58 65 12 10 7 6 167/1 18 101/4,-, 1131/4. 3 - 167/4 12 10 7 27.4 14 21% 211/4 3 2P/4 274/4 15 13 7 6 20114 18 17314 . 163/4 6% 10% ' 1211he 19 16 7 6 24% 18 18i/4 181/4 101/4 24414 Model Huinber Capacity 064 Recovery 50°C Rise Worst* Hour .A Floor to Heater Top 8 Jacket Ole. MM. , Filter to Hot Water Conn.. mnr. . .0 . Hoer to' TAP Conn. Floor to Cold Water Conn. mm, Floor to Anode Rod . floor to Electrical ACCOSS Approx. Shipping Weight RE16U6 71011006 • RE11206 RE112T6t , 1506 R6120116- 23 26 419: 356 257 257 79 444 419 38 26 445 404 381 355 144 246 305 45 26 429 457 • 260 260 76 439 429 45 26 705 356- 537 537 76 730 705 57 26 514 457 425 257 322 72 26 629 457 464 464 76 260 628 kg, 10 20 24 22 26 29 1 -Maximum wattage at any vo tage Is,3000W. For 10 year models, change suffix "6" to "10". Single element only: riesiOqn 1ttioikroi5eTatiR General: All models are exempt from NAECA requirements and ASHRAE Standard 90.1 b. All models ETL listed, These healers are wired Single Phase, 120V with one 1500W element, unless otherwise specified. AO 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 Withoat notice in accordance with out policy of continuous product improvement 10 & 15 Gallon Models 6, -12, & 20 Gallon Models Wattage 1500W 2000W 2500W 3000W 3560W 4000W 4500W 5000W 5500W 6060W • • - Recovery • GPH Temperature firse".p 60 80 00: 100 120. 10 6 7 6 . ,5. 14 . 10 9 .1 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 .26 23 -19 :. 41 31' • 28: 25 21.... Wattage limitations 1500W 2000W 2500W 3000W 3500W 4000W. 4590W 5000W 5500W 6000V1 Voltage 1209 20811 2409 277V yes yes Yes Yes 40011 91 y Yes Yes Yes no yes yes Yes yes Yee 903' 3,48 ves Yes yes yes yes Yes yes Yes 00 00 Yes Yes: Yes ea Yes yes .110 yes Yes yes no Yes yes no no yes yes yes BRADFORD WRITE,' WATOR HEATE116, . . Ambler, PA' ' • . . . For U.S. and Canada field service, contact your professional Installer or local Bradford White sales representative. Sales 800-523-2931 • Fax 215441.4670 /Technical Support 800-334-3393 • Fax 269495-1089 • Warranty in -531.2111 *Fax 269-795.1089 international: Telephone 215-641-9400 *Telefax 215-6414750 / www.bradfordwhite.com BRADFORD WHIFE-CANAD A WC, Saba / Teahnical Suppcd 868-840-0961 / 005-238;0100 • Fax 905-238-0105 / wiaar.bradfaftlwhite.Com Built to be the BestTM 62016, Bradrerd Whlte Corporation. Ail t-fghts reserved., 1222-A-0316 Printed In USA 1 PATENT NO. 5,263,508 REVIEWED '''OR 1 CODE COMPLIANCE APPROVED DEC 2(3 2017 Plumbing Detail City of Tukwila Country Financial South Center Place Suite310 16400 Southcenter Parkway Tukwila, Wa 98188 RECE1 v CITY OF TUKWILA DEC 2 0 2017 PERMIT CENTER DOOR 81. FRAME GENERAL NOTES: RECE1VL� ) CITY OF TUKWILA DEC 2 0 2017 PERMIT CENTER Seal: Proj. No: MS.01400.00 Drawn By: NG Project Manager: LD 1. UNDERCUT THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, BY 1/2" INCH MAXIMUM, U.N.O. VERIFY SLAB CONDITIONS AND TRIM EACH DOOR TO FIT CONDITION. WHERE RADICAL VARIATIONS IN FLOOR LEVEL EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. 2. AT WOOD FRAMES, CAULK THE JOINT BETWEEN THE FRAME AND WALL, ALL SIDES, WITH PAINTABLE WHITE LATEX CAULK. 3. CONTRACTOR SHALL REVIEW KEYING WITH CLIENT PRIOR TO FITTING CYLINDERS. KEY CYLINDERS TO OWNER'S MASTER. 4. ALL NEW DOOR HARDWARE TO MATCH BUILDING STANDARD MANUFACTURER, STYLE & FINISH UNO. CONTRACTOR TO VERIFY BUILDING STANDARD WITH BUILDING REPRESENTATIVE. 5. PROVIDE CODE COMPLIANT HARDWARE. ALL HARDWARE TO BE LEVER -TYPE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FLOOR. 6. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR = 5.0 POUNDS (22.2 N), SLIDING OR FOLDING DOOR = 15.0 POUNDS (67 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. 7. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.5 INCH (12.7 MM) IN HEIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 0.25 INCH (6.4 MM) AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT'i VERTICAL IN TWO UNITS HORIZONTAL (50 -PERCENT SLOPE). HARDWARE TYPES: ABBREVIATIONS: TI -5 1 \ \ / so ., . / 116 \ FIRE HOSEA EXISTING CORRIDOR II. CD TYPE A = B/S BRUSHED/SATIN CHROME LATCHSET FH = FULL HEIGHT I FEC At, t /3 F� 115 s E r r DOOR AND FRAME SCHEDULE WO� f 118 117 DOOR FRAME HARDWARE ELEVATOR { i�E J ti r SIZE ���a ,� � � ��� ROOM NO. WIDTH HT. TH. TYPE MATERIAL FINISH TYPE MATERIAL FINISH TYPE FINISH NOTESLOBBY NEW OFFICE 306 3' - 0" FH 1 3/4" DR -1 WOOD B/S FR -1 WOOD P-3 A MATCH B/S sY x ;. .. � PP ' � T t e r ,. a y 4 � �e�..-c.-,� � �•, NEW OFFICE 317 3' - 0" FH 1 3/4" DR -2 WOOD B/S FR -1 WOOD P-3 A MATCH B/S .c_ NEW OFFICE 318 3' - 0" FH 1 3/4" DR -1 WOOD B/S FR -1 WOOD P-3 A MATCH B/S W ' NEW TRAINING ROOM 320 3' - 0" FH 1 3/4" DR -3 WOOD B/S FR -1 WOOD P-3 A MATCH B/S 114 NOTE: ALL OTHER DOORS EXISTING TO REMAIN. 3'-0' 3'-0' 3'-0' � n ff FE / I _ T HOSE• EXISTING CORRIDOR / A, I I' 1 119 �� _____\. �c 102 I ..., ,.. �_ , cA _' ao ;0 MAX. GLASS INSERT / a : I MI \113 [ /. ALL- ALS 1 I i 112 / 0 \ 101 120 DOOR TYPE: (DR DOOR TYPE: (DR -2) FRAME TYPE: (FR -1) -1) DOOR TYPE: (DR -3) 111 \ FRAME TYPE: (FR FRAME TYPE: (FR -1) 0 103 -1) FRAME TYPE: (FR -1 ) ALL WALLS 0 / DOOR & FRAME SCHEDULE & NOTES 1/4=1'-0" 121 110S / EXISTING / - - r= ...)-t / STRUCTURE ��� 41-0" WIDE ACOUSTIC BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG CEILING. METAL CLIP METAL STUDS STAGGERED @ 8'-0" O.C. FOR ALL UNBRACED STRAIGHT 104 105 106 107 108109 \ / SEISMIC BRACING OF WALL OVER 12'-0". ATTACHAL. (BEYOND) PER 3/TI-5. RUNS ABOVE. 114" NON-COMBUSTABLE TO STRUCTURE �� #10 SCREWS WOOD FILLER UNDER MAIN (2) 3RD LEVEL -FINISH PLAN / �^ 1/8" BLACK FOAM TAPE, HOLD RUNNERS. , '� EDGE OF TRACK 'aanaim taast ` �c l patai u �as[[tassr , iii���a��a. BACK 1/4" FROM ...__.:: i�as�ass��s��asa�a I !' 0 �v,: / (BOTH SIDES) �; CEILING + V.LF A.F.F. ,,. ,�,; lif -ON -METAL TRACK WITH #10 SCHEDULED CEILING TILE & GRID 1/8" =1'-0" 0 5' 10' 20' 30' _ (WHERE INDICATED (2) REFLECTED CEILING PLAN). SCREWS AT 16" O.C. FINISH NOTES �, ALTERNATE NORTH PRICE FOR FLOORING S MAX"' MAXMAX 'MAX MAX 'MAX 'L' CONTINUOUSMETAL �' ) ,�8' ,�8' NOTES: BLACK) OR j' JMAX 0 END TRIM W/ PAPER WING (BOTH ) REVEAL (PAINT I 1. LATERAL BRACING IS TO BE INSTALLED ON ) :, MATCH EXISTING CONDITION. z ' OF WALL SIDES OF PARTITION) ( SIDES OF PARTITION) / i I TENANT PARTITIONS AT 8 FEET O.C. EXCEPT AT (BOTH OMIT BRACING AT WALL N� INTERSECTIONS WITH WALLS AT LEAST 4 FEET LONG. (PER TYPICAL PARTITION PLAN) ACOUSTIC BATT INSULATION . LATERAL BRACING (STAGGERED) PER ``: TOP OF WALL 1. ALL WALLS 01. CARPET WILL BE TO RECEIVE U.N.O. COUNTRY FINANCIAL'S A. 24" X 24" CARPET A GRAY/TAN/BLACK 16 OZ. 100% SOLUTION DYED NYLON LOOP CARPET TILE. PLEASE USE CUSTOMER NUMBER BELOW WHEN PLACING THE ORDER: TILE WITH A NEXUS MODULAR BACKING �--1 5/8" FIRE RETARDANT TREATED DETAIL ABOVE (TYP.) LATERAL WALL BRACING PLAN VIEW 2. PROVIDE BRACING AT ANY PERMANENT PARTITION THAT IS NOT ATTACHED TO CEILING PLYWOOD BLOCKING AT WALL NTS GRID. �� HUNG ITEMS (WHERE APPLICABLE- REFER TO 2. ALL ROOMS TO RECEIVE CPT -1 - , U.N.O. - INSTALLATION: ASHLAR WITH ARROWS IN SAME DIRECTION DRAWING PLANS).3. ALTERNATE FOR BLOCKING: 3 STANDARD HEAD B RAC I N NA BASE cm TO BE USED THROUGHOUT, U.N.O. - NO REPEAT - COUNTRY PATTERN CORPORATE CONTRACT PRICE IS $13.95 PER SY 8 SY PER CARTON 4. PROVIDE APPROVAL 5. PROVIDE CARPET 6. CONTRACTOR AND (3) TO PREP B. NEXUS MODULAR SAMPLES OF EVERY FINISH ITEM TO THE ARCHITECT FOR PRIOR TOINSTALLATION. - A854 $78.50 - INSTALLATION SCHLUTER "RENO -TK" ANODIZED ALUMINUM TRANSITION AT C. CONTACT INFORMATION: - SIDE MARK VCT TILE FLOORING TRANSITIONS. - CONTACT - CONTACT TO PATCH EXISTING WALLS AT ALL AREAS OF DEMOLITION 02. LVT CONTACT INFORMATION: FOR NEW PAINT. - SIDE MARK ORDERS - CONTACT MOHAWK PRODUCT IS IN - MOHAWK SALES ADHESIVE EACH 4 -GALLON PAIL WITH THIS ADHESIVE IS REQUIRED TO MAINTAIN WARRANTY ORDERS COUNTRY FINANCIAL P2CF1 J & J CUSTOMER SERVICE: 1-800-241-4586 J & J SALES REP: HEIDI FENOGLIA @ 309-264-4879 - EMAIL: heidi.fenoglia@jjflooringgroup.com COUNTRY FINANCIAL SALES REP, 4 WEEKS PRIOR TO INSTALLATION TO VERIFY STOCK. REP: CATHY BALLEW@800-622-6228 EXT. 24734 - EMAIL: cathy_ballew@mohawkind.com SHEET METAL AT +40° V GALV. STEEL SILL TRACK. �' 20" WIDE ' ' FROM FLOOR TO BOTTOM (IN ATTACH TO STRUCTURE WITH L ;;- LIEU OF WOOD BLOCKING) �/� HILTI X -U (OR XU15) UNIVERSAL , ( ) :, KNURLED SHANK POWER DRIVEN ( ) ;.: ( ) FASTENER WITH MIN. 1" ( " 5/8" GWB, TYPE 'X' EACH SIDE @ 16" 0.C. C) C )EMBEDMENT NEW B/S S.S. FAUCET & SINK PER (FOLLOW MANUFACTURER'S - ` �) ANSI 117.1 CODE COMPLIANCE ) . INSTRUCTIONS). ?, ) / BASE, AS SCHEDULED. PS ) ; (BOTH SIDES OF PARTITION.) _ f _ °_° =_'°_ =` \ FLOORING AS SCHEDULED, ) -� NH (BOTH SIDES OF PARTITION) ,, • ° EXISTING STRUCTURE (BELOW) PROTECTIVE AT -\ am. --4 COVERING \-.. EXPOSED PIPES. \ ///// / / 1 O > X co p3 Z —1 1 Z O 27" MIN. CLR. FINISH SCHEDULEj_I - - 1/4" PLYWOOD BACKING WITH MELAMINE FINISH. SYMBOL/N0. DESCRIPTION MANUFACTURER STYLE COLOR / FINISH SIZE NOTES y i REVIEWED FOR '• STUD SCHEDULE 00 COMPLIANCE CPT -1 GENERAL CARPET TILE J & J COMMERCIAL WELL VERSED MODULAR 7072 2023 HUGHES 24"X24" INSTALLATION METHOD: ASHLAR- SAME DIRECTIONAPPROVED ! DASHED LINES 6" MIN. CLR. LUXURY VINYL TILE MOHAWK GROUP C0059 METAL 859 ON THE LINE 18" X 36" INSTALL AND SEAL PER MANUFACTURER'S INSTRUCTIONS ���� STUD SCHEDULE: ;� INDICATE REQUIRED 8" MIN. CLR.LVT-1 _ GALV STEEL STUD, PER STUD 11 GENERAL PAINT SHERWIN WILLIAMS EGGSHELL SW7506 LOGGIA = 2-1/2" 250S12GH. (22 GA); MAX SCHEDULE, WITH 5/8" TYPE 'X' ACCESSIBLE '-0" HIGH. 3-5/8" = 362S125-27 (22 GA); MAX 13'-0"HIGH. f...� GWB EACH SIDE. CLEARANCES. CD ACCENT PAINT BENJAMIN MOORE EGGSHELL GCS -1Y8 CHELSEA , lC,t O�'Tukwila',. a `EiliI�-��-°°� 6" = 600S125-27 (22 GA); MAX CONTINUE FINISH fit 0 ACCENT PAINT BENJAMIN MOORE EGGSHELL HC -166 KENDALL CHARCOAL TV ACCENT WALL PAINT .�.-.-- 17'-6" HIGH. FLOOR BELOW SINK rx NOTES: - TO MATCH EXISTING (ilit)ACCENT PAINT SHERWIN WILLIAMS EGGSHELL SW 7069 IRON ORE DOOR, RELITE TRIM PAINT 1. ALL STUDS ARE AT 16" O.C. - 2. USE SAME GAUGE AS STUDS FOR TRACKS AND CHANNEL. RESILIENT BASE, PER , B-1 RUBBER BASE JOHNSONITE COVED 63 BURNT UMBER 4" ROLLED GOODS 3. USE SSMA TECHNICAL GUIDES. SCHEDULE. B-1 \ \ PG�� �� Ia `� n 1 yy�w' ATTACH BASE TO DOOR. CUT BASE SHORT FOR PROPER DOOR OPERATION. 1 2 STANDARD TENANT SOUND PARTITION s" =1'-0"CASEWORK 4 ADA DETAL 1 112" =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: PERMIT REVEIW SET EB 09/25/17 SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Client: COUNTRY FINANCIAL 3RD FLOOR - SUITE #310 Project Title: FINSHIS PLAN & DOOR & FRAME SCHEDULE Sheet Title: RECE1VL� ) CITY OF TUKWILA DEC 2 0 2017 PERMIT CENTER Seal: Proj. No: MS.01400.00 Drawn By: NG Project Manager: LD Designer: NG Reviewed By: LD Approved By: LD TI -5 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. 2017 ALL RIGHTS RESERVED