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Permit PG18-0117 - LOZANO IMMIGRATION LAW - BREAK ROOM SINK AND WATER HEATER TO SPACE
LOZANO IMMIGRATION LAW 16400 SOUTHCENTER PKWY 501 PGI8-0117 Parcel No: Address: ^'~ City of Tukwila v ��nx��Uoa 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 2623049821 Permit Number: PG18-0117 I640O8]UTH[ENTERPKWY 5U1 Project Name: LOZANO IMMIGRATION LAW Issue Date: 10/15/2018 Permit Expires On: 4/13/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: RADOVICK PROPERTIES LLC ZA3582NDAVE 5ESTE51,MERCER ISLAND, WA, 98040 JOE PAPERNIK 1l43Z47THAVE N[,MARYSVLLE WA, 98271 CITY PLUMBING INC 11432 47THAVE NE,K4ARY5VLLE, WA, 98271 CITYPI*955KJ ''' Phone: (360) 661-5568 Phone: (360) 454-0481 Expiration Date: 8/8/2020 DESCRIPTION OF WORK: ADD BREAK ROOM SINK AND WATER HEATER TO SPACE Valuation of Work: $8,300.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $171/0 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2015International Fuel Gas Code: 2O1$ 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: 2017WA State Energy Code: a� Penn�Ceme,x�hndzed�8n�unz |�./|Le IA i» y Date: ION� 2017 2017 2015 I hearby certify that 1 have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: /-Zig f/, hJ //,.7, , /Lik-. -vim p Date: J� —/ c--15) 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: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 3: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 4: 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. 5: 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. 6: 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. 7: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING • CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 1 Plumbing/Gas Permit No.\761 \ /0\11 Project No. Date Application Accepted: Date Application Expires: %1:\\,V (For office use nly) 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 Parkway Suite Number: 306 Floor: 3rd Tenant Name: Lozano Immergration Law PROPERTY OWNER Name: Joe Papernik Name: JCR Development Company City: Marysville State: Wa Zip: 98271 Address: 2385 82nd Ave SE Email: jpapemik@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: jpapemik@cityplumbing.org New Tenant: m Yes ❑..No PLUMBING CONTRACTOR INFORMATION Company Name: City Plumbing Inc. Address: 11432 47th Ave NE City: Marysville State: Wa Zip: 98271 Phone: (360) 661-5568 Fax: (360) 454-0485 Contr Reg No.: CITYPI*955KJ Exp Date: 08/08/2020 Tukwila Business License No.: 0993653 Valuation of Project (contractor's bid price): $ 8,300 Scope of Work (please provide detailed information): Add break room sink and water heater to space Building Use (per Int'l Building Code): Occupancy (per Int'! Building Code): Utility Purveyor: Water: H:Wpplications\Fomts-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Sewer: Page 1 of 2 0 r� 7 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 - <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 PERK : . ' HE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: oe Papernik R OR GENT: Mailing Address: 11432 47th Ave NE H:Wpplications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Date: 09/04/2018 Day Telephone: (360) 661-5568 Marysville Wa 98271 City State Zip Page 2 of 2 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $171.40 PG18-0117 Address: 16400 SOUTHCENTER PKWY 501 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 8000.322.103.00.00 0.00 $32.00 TECHNOLOGY FEE $6.40 TECHNOLOGY FEE .., TOTAL FEES PAID BY RECEIPT: R15464 R000.322.900.04.00 0.00 $6.40 $171.40 Date Paid: Tuesday, September 25, 2018 Paid By: KEVIN ROGGENKAMP Pay Method: CREDIT CARD 09186G Printed: Tuesday, September 25, 2018 8:37 AM 1 of 1 YSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 09/25/2018 08:36:39 AM CREDIT CARD SALE VISA CARD NUMBER: **********6890 K TRAN AMOUNT: $171.40 APPROVAL CD: 09186G RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy haps://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 09/25/2018 / CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 09/25/2018 08:36:39 AM CREDIT CARD SALE VISA CARD NUMEER: **********6890 K TRAN AMOUNT: $171.40 APPROVAL CD: 09186G RECORD 8: 000 CLERK ID: Rachelle Thank you! Customer Copy Page 2 of 2 hups://clas ic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 09/25/2018 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 PG18-0/17 Project: o2,&° 4r010/1/4017011 ' Type of Inspection: PLAA",/ nv , FojA1-, Date Called: Special Instructions: / COLO° Se44414" *U n ii --#306 Date Wanted: 10 - 3 i - p.m• Requester;,„ Phone No:2c4..503 .1730 F. A p oved per applicable codes. 4 Corrections required prior to approval. COMMENTS: iDii, F /NAL Inspector: au Date: /0/3 /zee, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 'Ka toS- 0117 Project: Loziwoar'n Type of Inspection: , TI-vvynbtrly frinhit, Date Called: 1A-t/ri .1141-1 Special Instructions: /000 S74t1Genikr Filwr dRequester: /r564- 067 Date Wanted: le " 3 ° 21)W a.m. ... -ri m ./.1-eCiir //44/7— 0A1 Cr -V7 Phone No: 206-503 -/ 730 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1A-t/ri .1141-1 /4' ./.1-eCiir //44/7— 0A1 Cr -V7 5 p.oin d —1-11,01-ct 14 (% A) t41(1/1 kwi--- s4.t7 st,„Ye *sr)/ it.fa,/ tt i '71"- ,s 11E- 7 sS ---- Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1)11 - 133 otri ;*1-- 04-* INSPECTION RECORD Retain a copy with permits OI I7 INSP CTION N0. 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: Ozit1,✓0 /r0,44?V 4.1i1A) Type of Inspection: yea ►71-i/Y1)wltgi/Y6 Address:Date vMil /(00 11vr Called: Special Instructions: Date Wanted: Q %o'-, i 8 p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 01.1— pu MDiNG Aesi/&/?UJ/ tiK 725 Ca,k%,CR Inspector: Date: / /8 // REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. N 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 56370 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 Dapstone° Two Handle High -Arc Kitchen Faucet Model: CA41613 series with side spray Model: CA41611 series less side spray :ii; ii NSF ) UPC® CRITICAL DIMENSIONS • This faucet designed to be installed through 4 holes, 1-1/4" minimum diameter, 8" centers • Maximum deck thickness 1-1/8" (28.6mm) 10.941' (277.9 mm) 4,000 _ 4.000' (101.60 mm (101.60 mm) 10250' (26035 mm) 13.500" (342.9 mm) REVIEWED FOR CODE COMPLIANCE APPROVED T 10 2018 of Tukwila NG DIVISI 6.963' 176.86mm) 4.625' (117 mm) 9.030' (229.36mm) CRITICAL DIMENSIONS (DO NOT SCALE) MAIL 1.125 ,��. (29mm) REC CITY OF T sHP 25 2018 PERMIT CENTER pNi3 ao+ A CLEVELAND FAUCE 1 GROUP • 25300 AL MOEN DRIVE NORTH OLMSTED, OHIO 44070 • (888) 450-5522 • WWW.CFGONLINE.COM Rev. 5/13 DAYTON® SPECIFICATIONS Dayton Staink 1 Steel 25" x 21-1/4" x 5-3/8" Single Bowl Top Mount Sink Model(s) GE12521R PRODUCT SPECIFICATIONS Dayton Stainless Steel 25" x 21-1/4" x 5-3/8", Single Bowl Top Mount Sink. Sink is manufactured from 22 gauge 300 series Stainless Steel with a Satin finish, Rear Right drain placement, and Bottom only pads. Installation Type: Top Mount Material: 300 series Stainless Steel Finish: Satin Gauge: 22 Sound Deadening: Bottom only pads 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 Right 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 °Or ituk ae,� of ooa�� o©o Installation Profile: Silicone Caulks Countertop Not furnished PART: QTY: PROJECT: CONTACT: DATE: U -Channel Screw ---4' ,, Clip Sink NOTES: APPROVAL: ti 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. *pi OSinks are listed by IAPMO® as meeting the applicable requirements of the Uniform Plumbing Code®, International c e Plumbing Code®, and National Plumbing Code of Canada. Product Compliance: ADA & ICC A117.1 ASME A112.19.3/CSA B45.4 BUY AMERICAN ACT Clean and Care Manual (PDF) Installation Instructions (PDF) Limited Lifetime Warranty (PDF) Similar models are available with: drain in another location 4-3/4" (121mm) 4-3/4" (121mm) 21" (533mm) 25" (635mm) 2-1/4" R (57mm) 21- /4" (540mm) 15-3/4" (400mm) 5-3/8" r (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 09242017 GE12521R 2222 Camden Court © 2017 Page 1 of 2 Oak Brook, IL 60523 GE12521R_spec.pdf DAYTON® SPECIFICATIONS Dayton Staink.,,, Steel 25" x 21-1/4" x 5-3/8" Single Bowl Top Mount Sink Model(s) GE12521R OPTIONAL ACCESSORIES Cutting Board: CB1516 Drain: LK35L Hardware: LK364, LK463 Rinsing Basket: LKWERBSS Sinkmate: LKSMHSL In keeping with our policy of continuing product improvement, Elkay reserves the right to change product specifications without notice. Please visit elkay.com for the most current version of Elkay product specification sheets. This specification describes an Elkay product with design, quality, and functional benefits to the user. When making a comparison of other producersofferings, be certain these features are not overlooked. Elkay REV 09242017 GE12521R 2222 Camden Court © 2017 Page 2 of 2 Oak Brook, IL 60523 GE12521R_spec.pdf \ BRADFORD WHITE® WATER H EAT E R S Photo is of RE112U6 r 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. • Vitraglae 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 fife. Located on the side for easier installation (Fittings packaged separately inside carton). • Alternate Top Water Connections—The 6 and 12 gallon models have alternate 3/4" water connection tappings on top. • Protective Magnesium Anode Rod—Provides added protection against corrosion for long trouble-free service. • Voltages Available -120V, 208V, 240V, 277V, 480V. • Single Phase Operation Only. • T&P Relief Valve—Installed. • Design evaluated by ETL in accordance with Part 280.707(d) of HUD Mobile Home Construction and Safety Standards for Energy Efficiency. Copper Screw Type Immersion Element (Incoloy type immersion element available upon request) nis ....I . CERTIFIED p. 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 011 MORE OF THE FOLLOWING U.S. PATENTS: 5,682,666: 7,634976; 5660,165; 5,954,492; 6056542; 6935,280; 5972,185; 5,485,879; 5,574,822; 7,971,560; 7,992,526; 6,684,821; 6,442,178; 7934,419; 7,866,168; 7,270,087; 7907,748; 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 o1 Bradford White. Corporation. 1222-A-0316 l , 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 6 167/2 14 107/8 101/8 31/6 167/2 161h 35 RE110U6 10 8 7 6 171/2 16 15 14 511/16 911/16 12 44 RE112U6 12 10 7 6 167/a 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. D Floor to T&P Conn. mm. E Floor to Cold Water Conn. mm. F Floor to Anode Rod mm. G Floor to Electrical Access mm. Approx. Shipping Weight kg. RE16U6t 23 26 419 356 257 257 79 444 419 16 RE110U6 38 26 445 404 381 355 144 246 305 20 RE112U6 45 26 429 457 260 260 76 439 429 24 RE112T6t 45 26 705 356 537 537 76 730 705 22 RE115U6 57 26 514 457 451 425 156 257 322 26 RE120U6 72 26 629 457 464 464 76 260 628 29 tMaximum wattage at any voltage is 3000W. For 10 year models, change suffix "6" to "10". Single element only. ALTERNATE COLD INLET (PLUGGED) 66112 GAL ONLY 4 PLUG TYPE ANODE 6 6112 GAL ONLY ALTERNATE HOT OUTLET(PLUGGED) 6 612 GAL ONLY 10 & 15 Gallon Models General: All models are exempt from NAECA requirements and ASHRAE Standard 90.1b. 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. 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 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 277V 480V yes yes yes yes yes yes yes yes no no yes yes yes yes yes yes no no yes yes 120V 208V 240V 1500W 2000W 2500W 3000W 3500W 4000W 4500W 5000W 5500W 6000W yes yes yes yes yes yes yes yes yes yes yes yes no yes yes no yes yes no yes yes no yes yes no yes yes no yes yes Dimensions and specifications subject to change without notice in accordance with our policy of continuous product improvement. t BRADFORD WHITE° WATER H EATER 6 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 BRADF0RRD 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. '• /1 / PRODUCT SPECIFICATION DRAINING QUICK STAND"' #40-SWHP-A Suspended Water Heater Platform (PVC) 414:'' DRAIN BODY ASSY ❑ 21.86 (Center to Center of Rods) PAN ASSY 0 1.32 FULLY ASSEMBLED The Suspended Water Heater Platform is engineered to support water heaters up to 20 U.S. gallons (up to 375 pounds total weight). This time and labor savings tool is designed for the Professional Contractor. Design features requested by plumbers are incorporated into a professional platform that can be suspended with all thread rod. See Installation Instructions for detail. Product Information: Material: Pan: 14 gage CRS, galvanized Corner Brackets: 14 gage CRS, galvanized Wide platform allows water heaters up to 21-1/4" diameter • Watertight comers and drain fittings eliminate need for additional drain pan Static load rating 375 pounds with 2X safety factor (depending on structural anchorage) Includes PVC drain body 1" MIPT x 1" FS Galvanized steel construction Suspends with user supplied 3/8" or 1/2" threaded rod and hardware Four corner attachment points allows for seismic/sway bracing connection • Patent pending •-V• 1: TO CHANGE WITHOUT NOTICE. IT MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN AUTHORIZATION. .-._. CLIT V RTIN.. t1 KCS tlrT MCTI IODS INTO C\(INCCRCC 40L.Jr 800-321-0316 OR 760-744-6944 / FAX: 760-744-0507 / WWW.HOLDRITE.COM spec 40-SWHP-A RevE Product Submittal Job Name: Date: Part Number: Architect / Owner: Contractor: Notes: / PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0117 DATE: 09/25/18 PROJECT NAME: LOZANO IMMERGRATION LAW SITE ADDRESS: 16400 SOUTHCENTER PARWAY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: "14J(i Building Division pi Public Work Fire Prevention Structural Planning Division Permit Coordinator St PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/02/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 10/30/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping PW Staff Initials: 12/18/2013 CITY PLUMBING INC 1lorne Espanol. Contact Safety & Health Claims & Insurance C.)Washington State Department of Labor & Industries Page 1 of 2 Search L&I A -Z Index Help My L&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 01 PAPERNIK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties PLUMBING License no. CITYPI*955KJ Effective — expiration 05/11/2005— 08/08/2020 Bond Lexon Ins Co Bond account no. 9808230 Received by L&I 07/07/2011 Insurance .._......._....... Contractors Bonding & Insuranc Policy no. A31ADJ269 $6,000.00 Effective date 08/01/2011 Expiration date Until Canceled $1,000,000.00 Received by L&I Effective date 07/30/2018 08/01/2018 Expiration date 08/01/2019 Insurance history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602218839&LIC=CITYPI * 95 5KJ&SAW= 10/15/2018 CITY PLUMBING INC Savings No savings accounts during the previous 6 yea. ,-zriod. 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 Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 033,333-00 Doing business as CITY PLUMBING INC Estimated workers reported Quarter 2 of Year 2018 "4 to 6 Workers" L&I account contact T3 / STEPHANIE HENDERSON (360)902.5598 - Email: HSTE235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not 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 c_9 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602218839&LIC=CITYPI*955KJ&SAW= 10/15/2018 Plot Date: 8/15/2018 9:53:09 AM Filename: U:\Proj\JCR Development Company\WA\18.03108.00-Lozano Immigration\DRAWINGS\ARCH\3_CD\Permit Set\SC-AN-0-Cover Sheet.dwg User: Brittany Toshi Device: _DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb ANOI MI I TENAN I P FLOOR, SOUTHCENTE P CE BUIL 16400 SOUTHCENTER PARK AY TUKWILA, WA 98188 SEA-TAC INTERNATIONAL AIRPORT SOUTHCENTER PLACE EDLOCATION MAP AN-0 AN-0 ii I- 0 AYS STRANDER TRUE NORTH STRANDER BLVD 238 27 T G SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 WED PROJECT TRUE NORTH NORTH BUILDING INFORMATION SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: BUILDING DESCRIPTION: DATE OF CONSTRUCTION: CONSTRUCTION TYPE: FIRE PROTECTION: NUMBER OF STORIES: 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 262304-9021 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 200 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 FOR ST UNDER REC NO 8310250922 LESS RD PER SUP COURT #09-2-19459-9 KNT Plat Block: Plat Lot: TUC 5-STORY OFFICE BUILDING WITH SURFACE PARKING 1979 II -A FULLY SPRINKLERED (NO CHANGES) 5 BUILDING TOTAL FLOOR AREA: 64,725 SF (NO CHANGES) PROJECT DESCRIPTION Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 REVISIONS �. No changes shall be made to the scope of work without prior approval of Tukwila Building Division 4.. RRv; sic; till require a new plan submittal and raw include additional plan review fees. 1 TENANT IMPROVEMENT TO EXISTING TENANT SUITE #306 ON THE 3RD FLOOR OF AN EXISTING 5-STORY OFFICE BUILDING FOR OFFICE USE TO INCLUDE: CONSTRUCTION OF NEW PARTITIONS, DOORS, AND CASEWORK. PROJECT AREA SUITE AREA FLOOR AREA FLR 3 334 SF 2,569 (NO CHANGES) 13,774 (NO CHANGES) APPLICABLE CODES BUILDING: 2015 INTERNATIONAL BUILDING CODE (IBC) EXISTING BUILDING: 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) FIRE: PLUMBING: MECHANICAL: GAS PIPING: ELECTRICAL: ENERGY: ACCESSIBILITY: INDOOR AIR QUALITY: 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2014 NATIONAL ELECTRICAL CODE (NEC) 2015 WA ENERGY CODE (WAEC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES COPY WA INDOOR AIR QUALITY CODE (WAIAQC) FILE COPY SEP/TAIL:. PERMIT REQUIRED FOR: t Mdchanical EKE-tcc'trical ❑ iumbing Q Gas Piping City of Tukwila BUILDING DIVISION consultants PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE:. ARCHITECT: LOZANO IMMIGRATION LAW JCR DEVELOPMENT COMPANY 2385 82ND AVE., SE, SUITE 300 MERCER ISLAND, WA 98040 PHONE: (206) 267-6060 EMAIL: rebeccadavidson@jcrdevco.com CONTACT: REBECCA DAVIDSON NELSON 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: LDUCEY@nelsononline.com CONTACT: LINDA DUCEY Description: PERMIT REVIEW SET PERMIT SET PERMIT REVIEW SET Permit No. •oc�'' Ott? Plan review approval is subject to errors and omissions: Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: Date: 1D -- f-1 City of Tda BUILDING DIV DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET ISSUE DATE DRAWING REVISION NUMBER REVISON ISSUE DATE GENERAL AN-0 COVER SHEET AN-1 LIFE SAFETY PLAN AN-2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS ARCHITECTURAL Al-1 CONSTRUCTION PLAN AND REFLECTED CEILING PLAN A9-1 PARTITION TYPES fVIEWED FOR COMPLIANCE APPROVED OCT 10 2018 164 ).__S City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA S is 25 2018 PERMIT CENTER ?h1 client No: By: SG BMT BMT Date: 08/09/18 08/13/18 08/15/18 SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY SUITE 306 TUKWILA, WA 98188 LOZANO IMMIGRATION LAW OFFICE TENANT IMPROVEMENT 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 project name & address COVER SHEET sheet title seal Proj. No: MS.00176.00 Project Manager: LD Designer: SG Drawn By: Reviewed By: Approved By: AN-0 SG LD ME 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 2018 ALL RIGHTS RESERVED 36"x24"= Full size I 11"x17"=NTS Plot Date: 8/15/2018 9:53:24 AM Filename: U:\Proj\JCR Development Company\WA\18.03108.00-Lozano Immigration\DRAWINGS\ARCH\3_CD\Permit Set\SC-A1-1-Construction And RCP.dwg User: Brittany Toshi Device: _DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb CEILING PLAN NOTES 1. CENTER FULL TILES IN ROOM (BOTH DIRECTIONS) AS INDICATED ON DRAWING. UNLESS DIMENSIONED OR NOTED OTHERWISE. REVIEW GRID LAYOUT WITH ARCHITECT PRIOR TO PROCEEDING WHEN "START OF TILE -LOCATIONS OR "CENTERING OF GRID IN ROOM" RESULTS IN TILE WIDTH OF LESS THAN 4". 2. 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. 3. FOLLOWING COMPLETION OF THE ACOUSTICAL CEILING INSTALLATION, ALL JOINTS AND GRID SHALL BE STRAIGHT, TRUE TO LINE, WITH EXPOSED SURFACES FLUSH AND LEVEL. DIRTY OR DISCOLORED SURFACES OF TILE ARE TO BE CLEANED OR REPLACED, AND LEFT FREE OF DEFECTS. AFTER 30 DAYS FROM SUBSTANTIAL COMPLETION, INSPECT THE WORK AND ADJUST TILE NOT IN ALIGNMENT WITH OTHER CEILING TILES AND REPLACE MISSING OR DAMAGED UNITS. 4. 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. 5. 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. 6. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC. (UL) LABELED. 7. 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. 8. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND SEISMIC BRACING. 9. 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. 10. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS RECOMMENDED BY FIXTURE MANUFACTURER. 11. CONTRACTOR TO VERIFY ALL PENDANT FIXTURE HEIGHTS WITH ARCHITECT PRIOR TO INSTALLATION. 12. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT FIXTURE LOCATIONS. 13. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEMS INSTALLATION. 14. 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. 15. COORDINATE SCHEDULING OF WORK WITH DATA/TELEPHONE INSTALLER. INSTALL CEILING TILES AFTER FINISH PAINTING TO MINIMIZE VOC ABSORPTION INTO THE CELING TILES. INSTALL CEILING TILES AFTER DATA/TELEPHONE CABLES HAVE BEEN INSTALLED. 16. 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. 17. ALL LIGHT FIXTURES FURNISHED BY OWNER SHALL BE U.L. APPROVED AND WHERE APPLICABLE, APPROVED BY LOCAL AUTHORITIES FOR SPECIFIED USE. 18. REPAIR AND/OR REPLACE COMPONENTS NECCESSARY TO INSURE ALL EXISTING AND OR RELOCATED LIGHT FIXTURES ARE FUNCTIONING, INCLUDING BUT NOT LIMITED TO LAMPS, BALLASTS, AND LENSES. 19. RELAMP ALL EXISTING AND RELOCATED FIXTURES TO REMAIN. 20. ALL LAMP COLOR TEMPERATURES TO BE CONSISTENT [WITHIN SIMILAR FIXTURE TYPES] LIGHTING CALCULATION EXISTING CEILING GRID, TILE AND FIXTURES TO REMAIN. EXISTING LIGHTING LAYOUT USES 24 FIXTURES. THE NEW LAYOUT RELOCATES 5 AND REMOVES 0 OF THE EXISTING FIXTURES. (5+0) / 24 x 100 = 20 % WHICH IS LESS THAN OR EQUAL TO THE 20 ALLOWABLE CHANGE PER 2015 WSEC LIGHTING ALTERATION EXCEPTION C503.6. THE NEW LAYOUT HAS NO CHANGE IN WATTAGE. 2 Al-1 REFLECTED CEILING PLAN 1/8"=1'-0" 0 2 4 8 16 SCALE IN FEET RCP LEGEND ACT-2 8'-0" CEILING TYPE HEIGHT A.F.F. CEILING TAG EXISTING ACT GRID EXIT SIGN EXISTING LIGHT FIXTURE LIGHT FIXTURE TO BE RELOCATED RELOCATED LIGHT FIXTURE EXISTING WALL MOUNTED POWER SWITCH LOCATION NEW WALL MOUNTED POWER SWITCH LOCATION 1 \ CONSTRUCTION PLAN 1/8"=1'-0' �� 0 2 4 8 16 SCALE IN FEET CONSTRUCTION PLAN LEGEND 11/2' `I _ EXISTING PARTITION (N) (E) NOT IN CONTRACT (NIC) NEW PARTITION NEW CASEWORK NEW DOOR NEW FIXTURE EXISTING ALIGN CONSTRUCTION PLAN KEYNOTES 10 101 PROVIDE 12 LINEAR FEET OF LOWER CABINETRY AND ADA COMPLIANT SINK BASE CONSTRUCTION GENERAL NOTES 1. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE 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. DIMENSIONS NOTED "HOLD" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. "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. 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. 8. WHERE NEW PARTITIONS ABUT EXISTING SURFACES, REMOVE EXISTING CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION. 9. 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. 10. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OF METAL EDGE TRIM. 11. REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS. 12. CONSTRUCTION OF FIRE -RATED PARTITIONS, INCLUDING TAPING AND FINISHING OF GYPSUM WALLBOARD FOR FULL HEIGHT TO STRUCTURE ABOVE, SHALL BE IN ACCORDANCE WITH UL SPECIFICATIONS TO ACHIEVE RATING INDICATED. 13. ACOUSTICAL (SOUND -ISOLATION) PARTITIONS SHALL BE SEALED FOR FULL HEIGHT TO PREVENT PASSAGE OF AIRBORNE SOUND. TAPE AND FINISH ALL GYPSUM WALLBOARD JOINTS AND FASTENERS (INCLUDING ABOVE SUSPENDED CEILING). CAULK AT PERIMETER AND SEAL AT ALL PENETRATIONS. 14. 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. 15. 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. 16. 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. 17. 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. 18. PROVIDE DOUBLE STUDS AT DOOR HEADER AND JAMBS. INSTALL ADDITIONAL STUDS IN EXISTING PARTITIONS AT NEW DOOR OPENINGS IN ORDER TO PROVIDE DOUBLE STUDS. 19. METAL STUDS AT PARTITIONS TO RECEIVE CERAMIC TILE ARE TO BE 20 GAGE (MINIMUM) @ 16" O.C. (MAXIMUM). REFER TO THE FINISH PLANS FOR TILE LOCATIONS. 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. 22. PROVIDE VERTICAL CONTROL JOINTS 30' O.C. MAX. IN ALL GWB PARTITIONS LONGER THAN 30'. WHEN POSSIBLE CONTROL JOINTS SHOULD BE LOCATED ABOVE THE CORNER OF A DOOR. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 BUILDING Tukwila RECEIVED CITY OF TUKWILA SEP 2 5 2018 PERMIT CENTER Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT REVIEW SET PERMIT SET PERMIT REVIEW SET revisions client No: By: Date: SG 08/09/18 BMT 08/13/18 BMT 08/15/18 SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY SUITE 306 TUKWILA, WA 98188 LOZANO IMMIGRATION LAW OFFICE TENANT IMPROVEMENT 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 project name & address CONSTRUCTION PLAN AND REFLECTED CEILING PLAN sheet title seal Proj. No: MS.00176.00 Drawn By: Project Manager: LD Reviewed By: Designer: SG Approved By: Al-1 SG LD ME 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 2018 ALL RIGHTS RESERVED 36"x24"= Full size I 11"x17"=NTS Indirect Drain waste line tied to existinc 2 " waste 1 ii 2 Way te Diagra clean out z" cold water tied to building colo water expansion tank 6 gallon water heater Wa der Diag/-\a trap primer REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA Sri' 25 2018 PERMIT CENTER ( PLUMBING IN 11432 47th Ave NE Marysville, Wa 98271 Phone 360-454-0481 Fax 360-454-0485 jpapernik@cityplurnbing,org d Y d n c_ 0u c H-'c s Q) co U CO C n ' W 0 V / O U C� � DATE: 09/4/2018 Plumbing sink diagram P