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HomeMy WebLinkAbout6922 204TH ST NE_BLD1224_2026 CITY OF ARLINGTON p, ` 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:6922 204th St NE Permit#:1224 Parcel#:31051400202500 Valuation:32974.00 OWNER APPLICANT CONTRACTOR Name:NEWELL JEFFERY Name:William Montgomery Name:US Cryogenics,Inc Address:27431 15TH AVENUE N E Address:12609 NE 95th St,B 101 Address: 1422 E Street City,State Zip:ARLINGTON,WA 98223 City,State Zip:Vancouver,WA 98682 City,State Zip:Washougal,WA 98671 Phone: Phone:360-216-3338 Phone:360-216-3338 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name:US Cryogenics,Inc Name: Address: 1422 E Street Address: City,State,Zip:Washougal,WA 98671 City,State,Zip: Phone:360-216-3338 Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Mechanical CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be tCport ed on your sales tax return form and co ed City of Arlington#3101. sigdatuk Print Name Date Releascd By &IC CONDITIONS Adhere to approved plans. Tank pad rebar inspection and piping pressure test inspection are required. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 1/9/2017 Gas Outlets Base Fee 1 to 5 $10.00 1/9/2017 Gas Outlets Base Fee over 5 $6.00 1/9/2017 Plumbing Permit Base Fee $25.00 1/9/2017 Plumbing Plan Review Fees $350 00 Total Due: $391.00 Total Payment: $0.00 Balance Due: $391.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon I Pf-e-hi-C- # 05- o0 F` FL—01Cc." � Permit Information Date 12/1/2016 Permit Number 1224 Project Name Newell Corp. Applicant Name William Montgomery Applicant Address 12609 NE 95th St,13101 City, State,Zip Vancouver,WA 98682 Contact William Montgomery Phone 360-216-3338 Email bmontgomery@uscryogenicsinc.com Permit Type Commercial Mechanical Site Address 6922 204th St NE Valuation 32974.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Installation of Gas Supply System Assigned To Kristin Foster Property Information Owner Information Parcel#:31051400202500 NEWELL JEFFERY NEWELL JEFFERY 27431 15TH AVENUE N E 6922 204TH ST NE ARLINGTON,WA 98223 Contractors Contractor Primary Contact Phone Email Contractor License License# Name Type US Cryogenics, William 360-216- Labor& Inc [Montgomery 3338 Ibmontgomery@usgryogenicsinc.comCONTRACTOR Industries USCRYCI961RL Review Date Type Description I Target Date Completed Date I Assigned To I Status 12/1/2016 lCommercial Mechanical 12/8/2016 lKevin Olander On Review Uploaded Files Upload File Date File Uploaded B 12/1/2016 9:27:41 AM 11224 Application.pdf [Foster,Kristin 12/1/20169:27.41 AM 1224 Ar on Perma-c 1450. df IFoster, Kristin 12/1/2016 9:27:41 AM 1224 Drawrn 161308-02.pdf IFoster,Kristin 12/1/2016 9:27:40 AM 11224 Drawing161308-01 pdf IFoster, Kristin COMMERCIAL MECHANICAL PERMIT APPLICATION T N 6 Department of Community d Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF CONSTRUCTION DRAWINGS AND ALL OTHER INFORMATION OUTLINED IN THE MECHANICAL PERMIT SUBMITTAL REQUIREMENTS, IF APPLICABLE. Type of Permit: New Installation 7 Replacement CZ Alteration Project Address:69zz zoo Ty,�T NE, aul.IN(x-ra t),WA gg223 Parcel M Project Description: I NSTA LL•AT-7oA) OF (114 S S tA SitST M S Valuatiom 9 7q- Owner: TEFF NEWELL Phone#: 425-Sc$-/0440 Address: 0 2'2 2.0s40 ST NF__ city: A94116To A/ state: WA zip: 91822- Email Address: ZrA/E WELL P NE WELL-, P G0 M Contact Person: _ W ILL 1 A M M OAT& M E2+r Phone#: 3 60.2 a-3-3 q R Address: CZ nM n1F g5115T , 6101 city: OW460VEl2 state: WA zip.- 1 p 2 Email Address: i3M0A�Ci 0M �1�afJ lA S C IZ�{O[� N I S 1 N �,0 M Contractor Name: 1A S L QY0 G E JAI I Phone#: 3�0- `A3 5—24-75 Contractor Address: 1422 E 57RE I City: 'WA S Na lA State:WA_Zip: 9901 Email: L4S(-.RYOCr1;1./iCS/n!l'-"Pbontact Person: 'A/U-1-/AM MtuJT pMERIl Contractor License Number: C—C_La'5,�Q}' GZq 1 ?-L Expiration: Please Indicate type of number of appliances: FURNACE CONDENSING UNIT GAS PIPING OUTLET BOILER HEAT PUMP(multi-split) UNIT HEATER CHILLER HEAT PUMP(mini-split) PAINT BOOTH COOLER HEAT PUMP(other) TYPE I HOOD AC(air cooled) HEAT REJECTION EQUIP TYPE II HOOD AC(water cooled) VENTILATION SYSTEM AST AC(evaporator) PACKAGED UNIT UST AC(VRF) DRYER OTHER I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington, a Applicants Signature ��11.U'' ��L}d»'1_ rr� _ Date L I � Applicants Printed Name: 5Al 11-l-IZM Q. MO/v ! i�l�'1��Y Received FOR STAFF USE ONLY DEC 0.1 2016 Permit# Ac ted By Amount Received Receipt# Date Received 6/16LP Page 1 of 1 .` ��, � � �� � I 12/1/2016 US CRYOGENICS INC Fearch L&I \-7tndcv_ I f e Safety&Health Claims&Insurance Workplace Rights Trades& Licensing A^ Washington State Department of " Labor & Industries US CRYOGENICS INC Owner or tradesperson P O BOX 57 Principals WASHOUGAL,WA 98671 360-835-2475 HOUGAN, MARK MCKAY, PRESIDENT CLARK County OWENS, DAVID RONALD,VICE PRESIDENT (End: 12/01/2014) Doing business as US CRYOGENICS INC WA UBI No. Business type 602 319 855 Corporation License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. USCRYC1961RL Effective—expiration 12/13/2004-12/1312016 Bond DEVELOPERS SURETY&INDEM CO $12,000.00 Bond account no. 557655C Received by L&I Effective date 12/13/2004 12/13/2004 Expiration date Until Canceled Insurance Rockhill Insurance Company $1,000,000.00 Policy no. ENVP00470604 Received by L&I Effective date 08/23/2016 09/01/2016 Expiration date 09/01/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings ................................................................................................... No lawsuits against the bond or savings accounts during the previous 6 year period. Help 1AS irxaproVe https://secure.i ni.wa.gov/verify/Detai i.aspx?UBI=602319B55&LIC=U SC RYC I961 RL&SAW= 1/2 i 12/1/2016 US CRYOGENICS INC L&I Tax debts � No L&I tax debts are recorded for this contractor ....ense during the previous 6 year period,but some d_ 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. This company has multiple workers'comp accounts. Active accounts L&I Account ID Account is current. 266,441-00 Doing business as US CRYOGENICS INC Estimated workers reported Quarter 3 of Year 2016"11 to 20 Workers" L&I account representative T2/CHRISTOPHER WASSON(360)902-6331-Email:WAS0235(@Ini.wa.gov Track this ni ctol VJ Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. ©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.i ni.wa.govtverify/Detai i.aspx?U BI=602319855&LIC=U SC RYC I961 R L&SAW= 2/2 s NEWELL CORP. TANK PAD #1 US CRYOGENICS, INC LCS& SKETCHES FOR TANK PAD&ATTACHMENT CA LJA 11122J16 17852 6922 204TH STREET NE ARLINGTON, WA 98223 urFICE COPY CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED DATE, NO CM NGE«AUTHORIZED UNLOSS APP"OVED BY THE BUILDING;IWPECTOR t• 9 53090 bs ss'r—NAI. Ali II CONTENTS: 17852 SKETCHES SKI 17852 CALCS 1 -9 17852 APPx Al-A2 PARKIN ENGINEERING INC. CONSULTING&STRUCTURAL ENGINEERING A member of the Smith-Root,Inc.family of businesses Received WWW.JOHNWPARKIN.COM DEC 04 2016 16603 NE 50th Avenue VANCOUVER, WA 98686 Phone:(360)694-8378 Imo 12A TV, C.MJ 4 PARKIN ENGINEERI. 3 INC. 16603 N— Ath Ave. Vancouver, Ws.98686 �..s.m. CONSULTING&STRUCTURAL ENGINEERING Phone: (360)694-8378; Fax: (360)694-3376 Email: info()johnwparkin.com ,1 STRUCTURAL SKETCHES ROOT IN(- %m ba of the Snufh-it.m Inc M.. n «• Fa .Ivofbuft— www.johnwparkin.com i t PARKIN ENGINEERING INC. CONSULTING AND STRUCTURAL ENGINEERING 14014 NE SALMON CREEK AVE. (360)694-S378 VANCOUVEX WA 98686 FAX(360)694-3376 , 1f / �VP'E�1 L oe17,-7 ory tl/N sires `E� 2) �LIRS>`- r.�S�rtuE� �cs4,aL 15®tars ?b �� Tl f-W I k-HO - u C�•r�POP— FC YL CYL ZJOp V•ft P AV Mw +�►tom iti Srpu® � • �� ��) CsNC2E'T'� \ �j V �2 44 ► � :� Sal C�c�r6-�� (�a� � rts►�>` ,�l�r-�c��� .WIffI,M�. A member of the Smith-Root,Inc. t�r+. familyoEbttsinesses www.johnwparkin.com :. . . I PARKIN ENG[NEERL .0 INC. 16603 hr,•0th Ave. Vancouver,wa. 98686 CONSULTING&STRUCTURAL ENGINEERING Phone:(360)694-8378;Fax: (360)694-3376 Email: info @ johnwparkin.com CALCULATIONS A nimnba of the Smith-Root.Inc •%�-.t�+� rnmlyofbminft > www.johnwparkin.com r713s� - PARKIN ENGINEERING INC. ` CONSULTING&STRUCTURAL ENGINEERING 16603 NE 50TH AVENUE (360)694-8378 VANCOUVER,WA 98686 info@johnwparkin.com ACi 3r�—lJ XVC r �.z = z.o ` atg9ryF-rIR�) 120C46I"a4ff- �iFAl1L C..t�-r�rq�,• f r q TAB k z a o -RI,3 k- ',a r 1C It,,A 2 3 57��t vn LT 5� le"PAcrr ~T� : Ttt� .]��-�.-o-+,rr✓,(� C�fs-Gae G�o n_► yf•2,E=. H ROOT,ING A member of the Smith-Root,fnc. itfi�,we tw1e familyolbusinenes w-w-jOhnwparkin.com i I�� i I IWLI/GV IO � uesign Maps Summary Report rduM Design Maps Summary Report User-Specified Input Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 48.181340N, 122.138°W Site Soil Classification Site Class D-"Stiff Soil" Risk Category I/II/III stanw 5+ A �f Atiun9t 'AR:Weil iilbt}1NR T USGS-Provided Output S5 = 1.061 g SMs = 1.141 g S0s = 0.761 g S1 = 0.413 g SMl = 0.655 g SD1 = 0.437 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCER Response Spectrum Design Response Spectrum 0.aa 1-20 �- 1.0e 072 0.96 0.s4 0.14 a,s6 m 0.7z m 0.48 H 0.60 0.4e A a.40 0.32 0.36 0.24 0.24 0.16 0.12 0.as 0.00 0.00 0.20 0.40 0.60 O.aa 1.00 1.20 1.40 1.60 1.90 2.00 0 00 0.00 0.20 0.40 0.60 0.a0 1.00 1.20 1.40 1.60 1.90 2.00 Period.T(sec) Period.T(sec) Although this information is a product of the US Geological Survey,we'provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute fnr technical subject-matter knowledge. http://ehp1-earthquake.cr usgs.gov/designmaps/us/summary.php?template=minimal&latitude=46.181338275841924&longitude=-122.1379978908959&siteclass=. 1/1 �, I I 1 1 I PARKIN ENGINEERING INC. CONSULTING&STRUCTURAL ENGINEERING 16603 NE 50TH AVENUE (360)694-8378 VANCOUVER,WA 98686 info@johnwparkin.com ,f6 ���iw�G (,J►fiv0 5 LJ = 0,W-?k o z. AT �73ro ,' / = C��r Teo � ,,&W F;o s2�� mot '/z vD a N R00T jK. A member of the Smith-Root.Inc family of bumnesses wWw.johnwparkin.com L' i MENEM www.hlltl.us _ Profit Anchor 2.7A Company: Page: 1 Specifier: Project: Address. Sub-Project I Pos.No. Phone I Fax: Date: 11/22/2016 E-Mall: Specifiers comments: 1 Input data Anchor type and diameter. Kwik Bolt TZ-SS 304 S18(4) t� Effective embedment depth: h k,aa=4.000 in.,h...=4.438 in. Material: AISI 304 Evaluation Service Report: ESR-1917 Issued I Valid: 611/201615/112017 Proof. Design method ACI 318-11/Mach, Stand-off installation: eb=0.000 in.(no stand-oft);t=0.500 in. Anchor plate: I x ly x t=4.000 in.x 4.000 in.x 0.500 in.;(Recommended plate thickness:not calculated Profile: no profile Base material: cracked concrete,2500,fa=2500 psi;h=9.000 in. Installation: hammer drilled hole,Installation condition:Dry Reinforcement: tension:condition B,shear.condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) Tension load:yes(D.3.3.4 3(d)) Shear load:yes(0.3.3.5.3(c)) Geometry[in.]✓E Loading Ob,In.lb] z vI 0 o, X � 1 oa x Input data am resum must 06 rhecKed for agre6mnnt With the axlstmg condibuns and for plautpbrldyl PRCFIS Anakx 1 12003-2GO9 hAb AG.FL-9494 Schaan HIIb,s 4 rogslarma rmdemark of rt40 AG,Schaan i � 1 2- - 5— www.hilti.us Profis Anchor 2.7.1 Company: page: 2 Specifier: Project Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 11/22/2016 E-Mail: 2 Proof 1 Utilization (Governing Cases) Design values Vb] Utilization Loading Proof Load Capacity N/Ov rM Status Tension Pullout Strength 2160 2847 76/- Ok Shear Steel Strength 2368 6078 -/39 OK Loading ON p Utilizatlon(fci,v I°/a] Status Combined tension and shear loads 0.759 0.390 5/3 84 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles.formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc. that must be strictly complied with by the user All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put In Therefore-you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put In by you Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software In particular.you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software In each case by carrying out manual updates via the Hilti Webslte Hill will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. ntwt dsta au results must oe cnecxoa for agreement with the"Sting conditions and tux plaus�Nlityl pROPIS Ancnaf�c i 20034009 Hph AG rt 9494 Scnaan Hilh,s a 89sioMd Trademarx M Hgli AG,Schwan i PARKIN ENGINEERING INC. CONSULTING&STRUCTURAL ENGINEERING r 16603 NE 50TH AVENUE (360)694-8378 VAN CII OUVER,WA 98686 infoOjohnwparkin.com _, I v wow '1 r f' �/F►vC- ,fp Z_ lyl us c s 7 Lj z_ r. s > r � e•re�y-I.�cti�,,..L 11D .Kra ��•' t! Z v_ oozs6 •,� ,�d I�" 71 y eq-'v < = ! l ' A C j JOSS s Del kN A member of the Smith-Roo4 Inc. family ofbusioesses www.johnwparkin.com i i I?85 z _ PARKIN ENGINEERING INC. CONSULTING&STRUCTURAL ENGINEERING 16603 NE 50TH AVENUE VANCOUVER,WA 98686 (360)694-8378 info@johnwparkin.com Aft 60 — _ 9 G `-4 [4'+ 5;2- 'vIL*o 4--7�'a#C /L)+" Z 5A. 6f zs'f = 17, �,i t s4-k" o = fz,BcS�f' off. 581(TH R00T,IM( A member u(the Smith-Root.Inc. familyotbusilsoms www.johnwparkin.com �Y 1,7B s-z - g J,kPARKIN. ENGINEERING INC. ONSULTING&STRUCTURAL ENGINEERING 16603 NE 50TH AVEMIE V-"-NCOUVER,WA 98686 (360)694-8378 infO@Johnwparkin.com ,G Shl(TH ROOT,INC , T11 1W1.,11 s'.n kJSai_�.wrn Idl Hilo,,q 1 wwW.johnwparkin.com r -r�s z•�� PARKIN ENGINEERING INC. 1 :•_-_-"� CONSULTING&STRUCTURAL ENGINEERING 16603 NE 50TH AVENUE (360)694-8378 VANCOUVER,WA 98686 info®johnwparkin.com �i:CSlwln�E C��✓GZ�r� :'YLE�GT�I -pp a*- l lAc-��„ eBNG4E� C�JGrr�.J c���_ l I 71 r� (, uTt4 NT 7. 37s }6,j � RWT ANC, A member of the Smith-Root,Inc. ro rte.+.t�++v Fatuity of businesses www.johnvrparkin.com i i MPARKIN ENGINEERING INC. 16603 NE 50th Ave. Vancouver, Wa.98696 CONSULTING&STRUCTURAL ENGINEERING Phone:(360)694-8378; Fax: (360)694-3376 Email: info*johnwparkin.com 17852 APPENDIX INC R110("_ AmlygfbaftheSmnh-Ro«inc www.johnwparkin.com i��+u(A.M family utbminas�e� i _s L `•` A G t � 1 0 i o ; l� � 8 pe 114 m tom Dy mm m� C� mz mm mZ W m D r �� o g:f r�♦♦t�t■,�rtf ssys— T ��i jji it t c s� i31 C i �S -` e y syINtrk� k•,- —z r i�Qtu �jl N V.r - C Y a Cn < = S i fit m pe a � 7i ii 2 d \ � n i � S ✓ /l � a < ❑ D m I:J • i m� '_ �m • a rm � b F3 INri < A lj� cn Fn Z a�S Egs �' � r➢a z a �' sry I�j to 12 P V r -�32.1ca 3JN3d3J3k1 310N H S31'dNOlS30® b/ Z 6 6869K-0 .- '_ ,� N/d HSINI - yr t�. 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Review Status: Assigned To: BUILDING Tim eln: 00:00 Time O it: 00:00 H curs: 0.0 Property Information Parcel#: 31051400202500 N EWELL JEFFERY NEWELL JEFFERY 2 7431 15TH AVENUE N E 6922 204TH ST NE A RLINGTON, WA98223 Zoning: 649 Other Repair Services NECLot: Block: Permit#: 1224 Permit Date: 12/01/16 Permit Type: COMM HZCIAL M ECHANICAL Project Nam e Newell Corp. Applicant Nam a William M ontgom cry Applicant Address: 12609 NE 95th St, B 101 Applicant, City, State, Zip: Vancouver, WA98682 Contact: W illiam M ontgom ay Phone: 360-216-3338 Em al: bm rntgom cry@uscryogenicsinc.com Scope of Work: Installation of Gas Supply System Valuation: 32974.00 Square Feet: 0 Num ber of Stories: 0 Construction Type: O xupancy G ioup: ID Code: Permit Issued: 0l/11/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address L egal Description O wner Nam e Caner Phone Zoning 31051400202500 6 922 204TH ST NE N EW ELL JEFFERY 649 Other Repair Services NEC Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# US Cryogenics,Inc William 360-216-3338 1 422 E Street CONSTRUCTION Labor&USCRYCI96IRL Moritgom try CONTRACTOR Industries Inspections Date I nspection Type D escription S cheduled Date C om Oeted Date I nspector S tatus 03/17/2017 R09.GAS PIPING Com Ileted ROUGH-IN Plan Reviews Date R eview Type D escription A ssigned To R eview Status COM M MCIAL M ust call for Tank pad rebar inspection and piping 12/O1/2016 BUILDING MECHANICAL pressure test inspection. Fees Fee D escription N otes A in cunt Gas Piping/Units E nter#of units $10.00 Gas Outlets Base Fee over 5 $6.00 Plum ling Base Perm i Fee $25.00 Plum ling Plan Review Fees $350.00 Total $391.00 Attached Letters Date Letter D escription 01/09/2017 Building Perm i Paym efts Date Paid By D escription P aym art Type A ccepted By A in cant 01/11/2017 William Montgom ay 6 3059170 c c $391.00 O ttstanding Balance $0.00 Notes Date Note C reated By: 12/27/2016 Em tiled for propress fitting specs.KF K ristin Foster Uploaded Files Date File Nam e 01/11/2017 2046163-1224 Issued Perm i.pdf 12/01/2016 1974222-1224 Drawing I61308-02.pdf 12/01/2016 1974224-1224 Argon Perma-cy1450.pdf 12/01/2016 1974225-1224 Application.pdf 12/01/2016 1974221-1224 Drawing 161308-0I.pdf Date: 04/03/2026 Permit#: 1224 Perm t Date: 12/01/2016 Review Date: 12/01/2016 Perm Type: COMM IRCIAL MECHANICAL Review Type: COMM 1RCIAL MECHANICAL Target Date: 12/08/2016 Scheduled Time 00:00 Com pleted Date: 01/09/2017 Description: Must call for Tank pad rebar inspection and piping pressure test inspection. Review Status: Assigned To: BUILDING Tim eln: 00:00 Time O it: 00:00 H curs: 0.0 Property Information Parcel#: 31051400202500 N EWELL JEFFERY NEWELL JEFFERY 2 7431 15TH AVENUE N E 6922 204TH ST NE A RLINGTON, WA98223 Zoning: 649 Other Repair Services NECLot: Block: Permit#: 1224 Permit Date: 12/01/16 Permit Type: COMM HZCIAL M ECHANICAL Project Nam e Newell Corp. Applicant Nam a William M ontgom cry Applicant Address: 12609 NE 95th St, B 101 Applicant, City, State, Zip: Vancouver, WA98682 Contact: W illiam M ontgom ay Phone: 360-216-3338 Em al: bm rntgom cry@uscryogenicsinc.com Scope of Work: Installation of Gas Supply System Valuation: 32974.00 Square Feet: 0 Num ber of Stories: 0 Construction Type: O xupancy G ioup: ID Code: Permit Issued: 0l/11/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address L egal Description O wner Nam e Caner Phone Zoning 31051400202500 6 922 204TH ST NE N EW ELL JEFFERY 649 Other Repair Services NEC Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# US Cryogenics,Inc William 360-216-3338 1 422 E Street CONSTRUCTION Labor&USCRYCI96IRL Moritgom try CONTRACTOR Industries Inspections Date I nspection Type D escription S cheduled Date C om Oeted Date I nspector S tatus 03/17/2017 R09.GAS PIPING Com Ileted ROUGH-IN Plan Reviews Date R eview Type D escription A ssigned To R eview Status COM M MCIAL M ust call for Tank pad rebar inspection and piping 12/O1/2016 BUILDING MECHANICAL pressure test inspection. Fees Fee D escription N otes A in cunt Gas Piping/Units E nter#of units $10.00 Gas Outlets Base Fee over 5 $6.00 Plum ling Base Perm i Fee $25.00 Plum ling Plan Review Fees $350.00 Total $391.00 Attached Letters Date Letter D escription 01/09/2017 Building Perm i Paym efts Date Paid By D escription P aym art Type A ccepted By A in cant 01/11/2017 William Montgom ay 6 3059170 c c $391.00 O ttstanding Balance $0.00 Notes Date Note C reated By: 12/27/2016 Em tiled for propress fitting specs.KF K ristin Foster Uploaded Files Date File Nam e 01/11/2017 2046163-1224 Issued Perm i.pdf 12/01/2016 1974222-1224 Drawing I61308-02.pdf 12/01/2016 1974224-1224 Argon Perma-cy1450.pdf 12/01/2016 1974225-1224 Application.pdf 12/01/2016 1974221-1224 Drawing 161308-0I.pdf