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Permit D18-0232 - HARTUNG GLASS INDUSTRIES - INDOOR LIQUID ARGON TANK
HARTUNG GLASS INDUSTRIES 17830 WEST VALLEY HWY 018-0232 Parcel No: Address: 0 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 DEVELOPMENT PERMIT 3623049060 Permit Number: D18-0232 17830 WEST VALLEY HWY Project Name: HARTUNG GLASS INDUSTRIES Issue Date: 9/17/2018 Permit Expires On: 3/16/2019 Owner: Name: Address: SCIOLA FAMILY PROPERTIES LL 17830 W VALLEY HWY, TUKWILA, OR, 98188 Contact Person: Name: AARON LOTHROP Address: 52167 SE 8TH ST, SCAPPOOSE, OR, 97056 Contractor: Name: AIRGAS USA LLC Address: 3737 WORSHAM AVE , LONG BEACH, CA, 90808 License No: AIRGAUL873C7 Lender: Name: Address: N/A - LESS THAN $5,000 Phone: (503) 481-8002 Phone: Expiration Date: 5/22/2019 DESCRIPTION OF WORK: INSTALL NEW 1,500 LITER LIQUID ARGON TANK INDOORS ON EXISTING CONCRETE SLAB FLOOR. CONNECT PIPING TO WINDOW PANE PRODUCTION EQUIPMENT. Project Valuation: $3,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $272.98 Occupancy per IBC: F-1 Water District: RENTON Sewer District: RENTON 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 Public Works Activities: / 1 U 0 Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: athd Water Meter: No Permit Center Authorized Signature: 11 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 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 t e conditions attached to this permit. Signature: l �Z Date: Q//7/* Print Name: et too LortidOp 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: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 11: Structural Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 15: The liquid argon tank and piping systems shall comply with International Fire Code Chapter 55 and NFPA 55. 12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 13: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC C;ACITY OF TUKH Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hftp://www.TukwilaWA.gov 4211) Building Permit No. bio - Project No. 7?(p`f S Date Application Accepted: Date Application Expires: 11)-1,`(% (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 17830 W Valley Hwy Tenant Name: Hartung Glass Industries PROPERTY OWNER Name: Aaron Lothrop Name: Sciola Family Properties LLC City: Scappoose State: OR Zip: 97056 Address: 17830 W Valley Hwy Email: Aaron.JQC@gmail.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Aaron Lothrop Address: 52167 SE 8th Street City: Scappoose State: OR Zip: 97056 Phone: (503) 481-8002 Fax: Email: Aaron.JQC@gmail.com GENERAL CONTRACTOR INFORMATION Company Name: Airgas USA LLC Address: 3737 Worsham Ave. City: Long Beach State: CA Zip: 90808 Phone: (206) 571-3478 Fax: Contr Reg No.: AIRGAUL873C7 Exp Date: 05/22/2019 Tukwila Business License No.: H:\ApplicationsWomss-Applications On Line \2011 Applications\Pemrit Application Revised - 8-9.11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 362304-9060 Suite Number: Floor: New Tenant: ❑ Yes 1..No ARCHITECT OF RECORD Company Name: Zarosinski Engineering and Design Engineer Name: Dean Zarosinski Company Name: City: Vancouver State: WA zip: 98685 Phone: (360) 513-2746 Fax: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Zarosinski Engineering and Design Engineer Name: Dean Zarosinski Address: 1400 NW 155th Circle City: Vancouver State: WA zip: 98685 Phone: (360) 513-2746 Fax: Email: dpzski@hotmail.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIOl206-431-3670 Valuation of Project (contractor's bid price): $ 3,000 Describe the scope of work (please provide detailed information): INSTALL NEW 1,500 LITER LIQUID ARGON TANK INDOORS, ON EXISTING CONCRETE SLAB FLOOR. CONNECT PIPING TO WINDOW PANE PRODUCTION EQUIPMENT. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq 11): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ❑ None Z Other (specify) CRYOGEN Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes J No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsTorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.doox Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC :fld0. 73,620 0 0 0 V -B F -1,B Floor 658 0 0 0 V -B B 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq 11): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ❑ None Z Other (specify) CRYOGEN Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes J No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsTorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.doox Revised: August 2011 bh Page 2 of 4 0111 PUBLIC WORKS PERMIT INFON !VATION — 206-433-0179 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑ ...Valley View 0 .. Renton 0...Sewer Availability Provided 0 .. Renton 0 .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut cubic yards 0 .. Work in Flood Zone ❑ ...Total Fill cubic yards 0 .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank ❑ ...Cap or Remove Utilities 0 .. Curb Cut ❑ ...Frontage Improvements 0 .. Pavement Cut ❑ ...Traffic Control 0 .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance Irrigation Domestic Water ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ ...Water Main Extension Public 0 Private 0 » FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications'Forms-Applications Online 12011 Applications\Permit Application Revised - 8-9.11.docx Revised: August 2011 bh Page 3 of 4 (ork) 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 or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ''' Y 1' -9urr: ZED AGENT: Signature: Date: 07/16/2018 Print Name: Aaron Lothrop Mailing Address: 52167 SE 8th Street H:Wpplications\Forms-Applications On Line \2011 Apptications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Day Telephone: (503) 481-8002 Scappoose OR 97056 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT PermitTRAK QUANTITY PAID $572.48 D18-0232 Address: 17830 WEST VALLEY HWY Apn: 3623049060 $272.98 Credit Card Fee $7.95 Credit Card Fee R000.369.908.00.00 0.00 $7.95 DEVELOPMENT $257.43 PERMIT FEE R000.322.100.00.00 0.00 $152.08 PLAN CHECK FEE R000.345.830.00.00 0.00 $98.85 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $7.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $7.60 M18-0096 Address: 17830 WEST VALLEY HWY Apn: 3623049060 $299.50 Credit Card Fee $8.72 Credit Card Fee R000.369.908.00.00 0.00 $8.72 MECHANICAL $279.60 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $190.53 PLAN CHECK FEE R000.322.102.00.00 0.00 $55.92 TECHNOLOGY FEE $11.18 TECHNOLOGY FEE R000.322.900.04.00 0.00 $11.18 TOTAL FEES PAID BY RECEIPT: R15025 $572.48 Date Paid: Thursday, July 26, 2018 Paid By: AARON LOTHROP Pay Method: CREDIT CARD 05843D Printed: Thursday, July 26, 2018 8:26 AM 1 of 1 SYSTEMS ?age 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 07/26/2018 08:25:27 AM CREDIT CARD SALE VISA CARD NUMBER: **********7905 K TRAN AMOUNT: $572.48 APPROVAL CD: 05843D RECORD #: 000 CLERK ID: Bill {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 https: //classic. convergepay. comNirtualMerchant/transaction.do?dispatchMethod=printTra... 7/26/2018 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 OIT - O23 2- Project: Iq2Tt.i (,s Type of inspection: i ,,t,z r� 1,0,1 -- Address: 1763o !A4c4- Vab Date Called: Special Instructions: Date Wanted: a.r Requester: Phone No: ,ii Approved per applicable codes. Corrections required prior to approval. COMMENTS: BK — J3i2itAALG - A Nom- c_-_ Inspector: A-5 Date: 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 Project: /y1}RTz) - G24+-55 Type of Inspection: poiLoiNG ANA— Address: Date Called: Special Instructions: /600 La77Qa AR64A) TA)M Date Wanted: d b 5-1e, Requester: Phone No: Approved per applicable codes. tRI Corrections required prior to approval. COMMENTS: .fiXeCD /5 Rif f,,U'9 _ see.tyt€ &vf&i, Y6- rem(fre-- Inspector: Date: lQ --b--48 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 DiS -0232 Pro ect: Type of Inspection: S..Z. FPoxY F -x vslot ^ tditr± CJ� . . Address: v// es D�a� -178'30 ok SuA 1 t �'i r.--- Date Wanted:_ .R, U_ a.m. Special Instructions: �� m' Requester: Phone No: Approved per applicable codes.Corrections required prior to approval. COMMENTS: r— ik'SX. ' Ergc 1/Lf avis io J /pct-csrl cit. ,t' Bu,.; 1AtF n14L 1 / u a/ /IP ' itpe'vwi (,- 4Gt%S/ 2( /Orel icr6 .k.r-(-Cy- 3 / Aied S J,..7 f at i(l it ei' REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit tN8 --0 2?2 /0/(K-001(6, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ppr /6/AC Type of Inspection: Address: U Suite #: ) - 3s0 IA) V ditty% Contact Person: Special Insfructions: 0 Phone No.: r Approved per applicable codes. Corrections required prior to approval. COMMENTS: 77)J ,v S U Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /, c3 Date: /oJi 7/< Hrs.: /. 0 , $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: g 4(LTjj _AP-6?06") Type of Inspection: N —1" Address: /Contact Suite#: ( ( jd (l)0f'{ Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: `1 , �" Fire Alarm: 4 l Hood & Duct: N Hrs.: Monitor: 1 / 42 OM"- Pre -Fire: Permits: Occupancy Type: /5 F(/71----- hN ki" �i lr OP/WC-6 V WC U t 5 6 /f\r- ?- kr-1 fin) (4.01A P ( f-reOi 71- 7- -Dv& Cliwl r v`,'f_ .. - / 'i ,(/ ,a2 /UFPA- SS- i Fe_ c(A--5` - / D(7(_) S 779/\J k (c (/cm-t tz) 6 Z 1 Com._ b--1/ PO- a) Needs Shift Inspection: I` Sprinklers: `1 , �" Fire Alarm: 4 l Hood & Duct: N Hrs.: Monitor: 1 / 42 OM"- Pre -Fire: Permits: Occupancy Type: /5 t Inspector: -----"4 �" Date: /6 /45---/ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Field Report A,A.R Testing Latsoratory, inc 7'f W 8tlfh ave N Phone"42588 5:;m2 Client: Airgas-Norpac Inc. 4401 Airport Way S. Seattle, WA 98108 Contact: Jeremiah Crosier Project Number: Permit #: Project Name: Address: Report #: 74657 k{G1r01, Redmon 18-634 Hartung Glass 17830 W. Valley Hwy. bt�O32 Inspection Performed: Date: 9/27/2018 Proprietary Anchors Time: Temperature: 41111111111111 On site to verify 60ft./lbs. of torque on 5/8" (16) Hilti KWIK bolts embedded 4/12" into existing sIr>.lb for barrier poles. Work completed per ESR -1917 and approved plans. RECEIVED CITY OF TVKWILA OCT 0 3 2018 PERMIT CENTER Distribution: • Distribute Client ❑ Distribute Engineer • Distribute Municipality ❑ Distribute Architect ❑ Distribute Contractor ❑ Distribute Owner [❑ Distribute Other (i Distribute Other Inspector: Peterson, Jesse Reviewed by: Michele Guerrini All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Field Report Report #: 76451 Testing Laboratory, Inc 71 1$OtIi Ave N E , P r#c 1tZ13, St►ite C 1_Qi; Re 3ntond WA 805 Phone 42 1 „ '4 Client: Airgas-Norpac Inc. 4401 Airport Way S. Seattle, WA 98108 Contact: Jeramiah Crosier Project Number: 18-634 Permit #: D18-0232 Project Name: Hartung Glass Address: 17830 W. Valley Hwy. Inspection Performed: Proprietary Anchors Date: 9/19/2018 Time: Temperature: On site for the following: 1) Verified 60ft./lbs. torque for 5/8" diameter Hilti KB -TZ anchor bolts for Micro Bulk Pressure Vessel. All work completed per ESR -1917 and contract documents. RECEIVED CITY OF TUKWILA SEP 2 7 2018 PERMIT CENTER Distribution: liej Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Blisserd, Jonathan (JD) Reviewed by: Michele Guerrini All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden AREA OF V LORK REVIEWED FOR CODE COMPLIANCE APPROVED � AUG o s 2g�a �L SITE PLAN 0 20' 50' 100' 150' PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF US CRYOGENICS. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT NE WRITTEN PERMISSION OF US CRYOGENICS IS PROHIBITED. US CRYOGENICS, INC. SCALE: NONE (ARCH 0) AIRGAS, INC. PROJECT NO. 161305 INITIALS DATE CAD ENG WM 61518 TITLE: HARTUNG GLASS 17830 W VALLEY HWY., TUKWILA, WA SITE PLAN REVISION DATE OWG No.: 002 SITE PLAN City of Tukwila BUILDING DIVISION D 1 8- 023z of J ames Quinn Company - 52167 SE 8th Street • Scappoose, OR 97056 (503)481-80oz` OR CCD x.74611 WA: JAM ESQC814NQ • • --z Z to Z 11 Z C a a_ a c 5 tecn J =H J DECEIVED OF TUKWILJ UL 262018 RBAIT CENTER ^a 1�1 rl N Fi A 0 1 N to FILE C rY Permit No. 171(6/ Vii1l1 Plan review approval i3 subject to u rcr 3 and orr.;:� .7'3. Approval of con3rtaction ccccum r s c�.:sn1not ::. 3 tha violation of any a do ted cczb cr faiinanco. : "t of approved Field Copy and ccycns By: Date: 9'/ - /- Cit, of T !,:, 'E?a BUILDING DIVISION REVISIONS • No changes shall be rn%:c'e to the s000e of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan submittal and may include ada:tional plan review f^.ss j PE:.7.13MT I', vOU.i 1`` l FOR: [ipe;,hanicat f ' lcctrical Plumbing Gus Piping C3111333 A. ,T=` 1 11 ity of Tukwila DIVISION �tPgt+ 1� - 2' C ,, 1 • . Y bra tf tri. tt.tr 5 NEW ARGON TANK AND BOLLARDS 0 O a RETAIL SPACES a a a MAINT a 0 SPACER RACK a SPACER RACK a 11 0 BOXING a O STAGEING/LOADING a 0 0 HANDONG WASH CASE RACKS (100' ) 130') a a 0 a 0 a MANUAL SEAM FREE MLI. CASE RACKS (100' * 130') 1.11111611 . MINI STOCE STOCE RACKS 1111011111111llllllHHll RECEIVED CITY OF TUKWILA JUL 262018 PERMIT CENTER Jqc James Quinn Company 52167 SE 8t12 Street Scappoose, OR 97056 (503)481'8002 OR CCb: a.,:65I WA: JAMESQCI,,NQ LIQUID ARGON TANK INSTALLATION N 0) 1 N S3 '6 tf) 0) as "rs = o m 93 = (53 r Tukwila, INA q1188 N DATE 7/11/2018 FIRE CODE SUMMARY INDOOR BULK ARGON STORAGE Project Overview James Quinn Company proposes the installation of a new 1,500 -liter Liquid Argon Tank and piping on an existing concrete slab at Hartung Glass Industries, 17830 W Valley Hwy, Tukwila, WA 98188. The tank is cryogenic fluid system and the overall project was designed in accordance with all NFPA and IFC standards. The scope of this proposal is only for the supply of Argon and piping to the equipment/machinery. NFPA Standards - Visible hazard identification signs, identification of container connectors, identification of piping systems, and identification of emergency shutoff valves will be placed on the tanks and/or enclosure in accordance with NFPA 55 and NFPA 704. The Hazard Classes for Liquid Argon are: Health- 3, Flammability- 0, Reactivity- 0, and Special Hazard- SA (simple asphyxiate). - Per NFPA 55, Table 6.3.1.1, M.A.Q. of Gases per Control Area: there are no limits to the size or quantity of cryogenic liquids/gases whether it be enclosed or not, sprinkled or not. - The proposed tank for installation has been designed, fabricated, tested, marked (stamped), and maintained in accordance with NFPA 55, 8.2.1. - The foundation attachment and supports have been designed in accordance with NFPA 55, 8.2.3. - Pressure relief devices shall be provided in accordance with NFPA 55, 8.2.4 - Pressure relief vent piping shall be constructed and arranged in accordance with NFPA 55, 8.3. and will vent to the exterior of the building - Security for the cryogenic tank and system will be provided in accordance with NFPA 55, 8.6 - The design of the piping system and accessory equipment is in accordance with NFPA 55, 8.14.1.5 International Fire Code Standards Vehicle (forklift) impact protection provided by welded steel bolt -on bollards. All foundations and supports, pressure relief devices, shutoffs, pressure relief vent piping, marking, and security has been designed and will be provided in accordance with IFC Section 5503, Cryogenic Fluids, General Require --- BOLLARD DETAIL YIELDED GAP 3/4" HOLES 4" SGH. 40 PIPE, 36" TALL RECEIVED CITY OF TUKWILA JUL 2 6 2018 PERMIT CENTER 8" X 1/2" STEEL PLATE JQc James Quinn Company 52167 SE 8th Street Scappoose, OR 97056 (503)481-8002 OR CCR: .x7465I WA: JAMESQC854NQ NSTALLATION LIQUID ARGON TANK Tukwila, INA 91188 DATE 7/11/2018 (4 PLCS) SCHEMATIC PI -1 NOMENCLATURE V-1 TOP FILL CHECK VALVE V-2 LIQUID VALVE V-3 GAS USE VALVE V-4 VENT/FULL TRYCOCK VALVE V-5 PRESS. BLDG. VALVE V-6 5 -WAY VALVE V-7 REG. ISO VALVE PB V-8 REG. ISO VALVE ECON LI -1 LEVEL INDICATOR PI -1 PRESSURE INDICATOR R-1 PRESS. BLDG./ ECONO REG. RV -1 RELIEF VALVE RV -2 LINE RELIEF BD -1 BURST DISC PIPING A TOP FILL B LIQUID WITHDRAWAL C PRESSURE BUILDING INLET D PRESSURE BUILDING OUTLET E LIQUID PHASE F VAPOR PHASE G VENT/FULL TRYCOCK H SAFETY CIRCUIT V-6 92 1/16 0 52 11/16 (2 PLCS) 44 VIEW A -A SCALE 1/4 0 48 0.0 RECEIVED CITY OF TUKWILA JUL 262018 PERMIT CENTER r"` D-14698219 DESIGN SPECIFICATION ITEM INNER VESSEL CODE ASME SEC. V111. DIV 1 RELIEF SETTING MAWP 350 PSI / 24.13 BAR (MP & HP) 500 PSI / 34.47 BAR (VHP) GROSS VOLUME 1,550 LITERS /409 GALLONS NET VOLUME 1,455 LITERS / 384 GALLONS TARE WEIGHT 3,080 Ibs / 1,397 kg MP/HP 3,350 Ibs / 1,519 kg VHP NORMAL EVAPORATION RATE 1% PER DAY NITROGEN & OXYGEN .62% PER DAY ARGON .3% PER DAY CARBON DIOXIDE MATERIAL TYPE 304 STAINLESS STEEL PALLET BASE POWDER COATE GASEOUS EQUIVALENT AT 1 ATM AND 70° F/ 1 ATI NITROGEN 35,790 SCF / 1,013 Nm3 OXYGEN 44,220 SCF / 1,250 Nm3 ARGON 43,220 SCF / 1,223 Nm' CARBON DIOXIDE 29,340 SCF / 830 Nm3 GAS DELIVERY RATE HP NITROGEN 1,350 SCF/H / 35.4 Nm'/h OXYGEN 1,350 SCF/H / 35.4 Nm'/h ARGON 1,350 SCF/H / 35.4 Nm'/h CARBON DIOXIDE 450 SCF/H / 12.7 Nm'/h GAS DELIVERY RATE VHP NITROGEN 1,350 SCF/H / 35.4 Nm3/h OXYGEN 1,350 SCF/H / 35.4 Nm'/h ARGON 1,350 SCF/H / 35.4 Nm3/h CARBON DIOXIDE 450 SCF/H / 12.7 Nm3/h PARTS LIST ITEM QTY PART NO. DESCRIPTION MANUFACTURER P/N MANUFACTURER V-1 11051090 FILL CHECK VALVE 1/2 FPT CV5038-T5 GENERANT V-2 11906043 VALVE 3/8 FPT BLUE HANDLE LIQUID 194840A8 REGO V-3 11905964 VALVE 3/8 FPT GREEN HANDLE GAS USE T9464ADAG REGO V-4 11905956 VALVE 3/8 FPT SILVER HANDLE VENT T94640A REGO V5 11905964 VALVE 3/8 FPT GREEN HANDLE P8 T9464ADAG REGO VS 11939013 VALVE 5 -WAY 114 FPT B432TF2-W L8 -W 1-11622 SWAGELOK V-7 11905999 VALVE SHUTOFF 1/4FPT T9452 MSS SP -90, REGO V-8 11905999 VALVE SHUTOFF 1/4FPT 79452 MSS SP -80, REGO LI -1 13141662 CYL-TEL UNIVERSAL CA -022 CHART P51 13909811 PG 2 DIAL 0500P5UBAR 118MPT PANEL MNT S-MPVGAUGESW GA VALVE CO. R-1 11081336 REGULATOR MCR .250 FPT 0 125 PSI (MP) 22455-0125 11081328 REGULATOR MCR 250 FPT 0 300 PSI (HP) 22454-0300 11375625 REGULATOR MCR 1/4 FPT (0 450 PSI (VHP) PBE-3 22452-0450 TYCO RV 1 11488591 RV FIRS 12MPT 350PSI (MP/HP) PRV19434T350 11385111 RV 500 P5112 MPT (VHP) PRV19434T500 REGO 80.1 11526569 RPD 525 PSI 12 MPT INLINE (MP/HP) SEE DESCRIPTION 11526622 RPD 700 P5112 MPT INLINE (VHP) SEE DESCRIPTION 8558 APPV'D DATE JSK 3/22/2010 RAD USED ON 207245 CGT 5272010 APPLICATION ORIGINAL E1268R REV APPV ECR REVISION DESCRIPTION BY DATE 11E MMTERM SAIDNR1NARfN,RCL/88EOE90UIES OF DESIGN PRESENTED/0 TILS NIER.1ST/EMU/SR PROPERTY OFO9 R K.DO6CON DB04L NWR W11(N.,18N(1T.1l/ NFORYAT R 83/1MITTR/ TO YOU MRH DE AGREEM ENT DAT f f K NOT TO SE RER11011LD,, COPED,WLOVED. NPARTORNWO.6.I RISTHE NOR W 166 TOM RELAYED TOW CIWANi.ACCEPTANCE CF 1HSCROW VALDECONSTR EDASM'AGEFIIH TONE ABM. DESIGNATES A NOTE REFERENCE. MATL SEE PARTS LIST FINISH P/N 14698219 \") (*TART INC. CANTON, GEORGIA 30114 MESS 006696ESPECi$ OIMENSE SDE NNOES. 7FS FRACTIONS: 846189 08511: 1/2 AMOSS: 1' 291A6F0E61NL: WA 38ACF DECAVL: WA SPEC DWG PERMA-CYL 1500 OPT 03 " D-14698219 6,06 3/16=1 98/8 1 011 Jqc James Quinn Company 52567 SE 8th Street Scappoose, OR 97056 6503)485-8002 OR CCB: :o74651 WA: JAMESQC8S4NQ LIQUID ARGON TANK INSTALLATION O m Tukwila, YVA 91188 TITLE: TANK DATA SHEET DATE: 7/11/2018 0 8X8 BASEPLATE ATTACH WITH HILTI — KWIK BOLT TZ SS 5/8" DIAMETER POST INSTALLED ANCHOR BOLTS EMBEDDED 3 1/8" INTO A 3 3/4" DEEP BY 5/8" SPECIAL INSPECTION IS REQUIRED. 0 0 NEW 1500 LITER ARGON TANK 0 0 UO3 1 0 0 1- 4' 4' 4'-4i" 4' 3' ° a- i TANK ATTACHMENT PLAN VIEW SCHEDULE 40 PIPE BOLLARD 8x8 BASEPLATE ATTACH WITH HILTI — KWIK BOLT TZ SS 5/8" DIAMETER POST INSTALLED ANCHOR BOLTS EMBEDDED 3 1/8" INTO A 3 3/4" DEEP BY 5/8" DIAMETER -OLE SPECIAL INSPECTION IS REQUIRED. SCALE: 1 /2"=1'-0" M 3'-1" CO RENEW 9/29/2018 BOLT INSTALLATION REQUIRES SPECIAL INSPECTION \EW 1,500 LITER ARGON TANK t SIGNED: 7/21/2018 ATTACH ARGON TANK WITH HILTI — KWIK BOLT TZ SS 5/8" DIAMETER POST INSTALLED ANCHOR BOLTS EMBEDDED 3 1/8" INTO A 3 3/4" DEEP BY 5/8"SPECIAL INSPECTION IS REQUIRED. t (E) 6" SLAB RECEIVED CITY OF TUKWILA JUL 26 2018 PERMIT CENTER E TANK ATTACHMENT ELEVATION S1 SCALE: 1 /2"=1'-0" Ol 10 1,500 L ARGON TANK ON 7)41 �-1 U CO 1 c n` M61) VJ s �i j Q in 0 • ® • r1 Z j t'24, o w •C4:2 Z j W • a� • • 0 2 8 DATE 7/21/18 0 AGNW PO374-15 D* P0374-15 scu[ NOTED SEEM Si 18'-0" 7 1/2" PIPING SPECIFICATIONS 1. GENERAL ARGON GAS SUPPLY SYSTEM 175 FEET OF 1" NOMINAL COPPER TUBING (1-1/8" 00), TYPE L COPPER TUBING METHOD OF JOINING TUBING: BRAZED (SIL -FOS) WHILE PURGING WITH AN INERT GAS USAGE : GAS INSULATED WINDOWS 2. NFPA 8.14.10: TESTING 8.14.10.1 PIPING SYSTEMS SHALL 8E TESTED AND PROVED FREE OF LEAKS AFTER INSTALLATION AS REQUIRED BY THE CODE AND STANDARDS TO WHICH THEY ARE DESIGNED AND CONSTRUCTED. 8.14.102 TEST PRESSURES SHALL NOT BE LESS THAN 150 PERCENT OF THE MAXIMUM ALLOWABLE WORKING PRESSURE WHEN HYDRAULIC TESTING IS CONDUCTED OR 110 PERCENT WHEN TESTING IS CONDUCTED PNEUMATICALLY. 3. PIPE MARKINGS PIPES MARKED WITH CONTENTS NAME AND DIRECTION -OF -FLOW ARROW. MARKINGS PROVIDED AT CHANGE OF DIRECTION; AS WELL AS PENETRATIONS; EVERY 20 FEET, OR FRACTION THEREOF ACCORDING TO THE STANDARDS OF ASME A13.1. 4. IMC SECTION 305: PIPING SUPPORT 305.1 GENERAL. ALL MECHANICAL SYSTEM PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH THIS SECTION. 305.2 MATERIALS. PIPE HANGERS AND SUPPORTS SHALL HAVE SUFFICIENT STRENGTH TO WITHSTAND ALL ANTICIPATED STATIC AND SPECIFIED DYNAMIC LOADING CONDITIONS ASSOCIATED WITH THE INTENDED USE. PIPE HANGERS AND SUPPORTS THAT ARE IN DIRECT CONTACT WITH PIPING SHALL BE OF APPROVED MATERIALS THAT ARE COMPATIBLE WITH THE PIPING AND WILL NOT PROMOTE GALVANIC ACTION. 305.3 STRUCTURAL ATTACHMENT. HANGERS AND ANCHORS SHALL BE ATTACHED TO THE BUILDING CONSTRUCTION IN APPROVED MANNER. 305.4 INTERVAL OF SUPPORT. PIPING SHALL BE SUPPORTED AT DISTANCES NOT EXCEEDING THE SPACING SPECIFIED IN TABLE 305.4, OR IN ACCORDANCE WITH MSS SPP -69. 305.5 PROTECTION AGAINST PHYSICAL DAMAGE. IN CONCEALED LOCATIONS WHERE PIPING, OTHER THAN CAST-IRON OR STEEL, IS INSTALLED THROUGH HOLES OR NOTCHES IN STUDS, JOISTS, RAFTERS OR SIMILAR MATERIALS LESS THAN 1-1/2 INCHES (38 MM) FROM THE NEAREST MEMBER, THE SHALL BE PROTECTED BY SHIELD PLATES. PROTECTIVE STEEL SHIELD PLATES HAVING A MINIMUM THICKNESS OF 0.0575 (1.463 MM) (NO. 16 GAUGE) SHALL COVER THE AREA OF THE PIPE WHERE THE MEMBER I5 NOTCHED OR BORED, AND SHALL EXTEND A MINIMUM OF 2 INCHES (51 MM) ABOVE SOLE PLATES AND BELOW TOP PLATES. USE POINT DROP TERMINATES WITH 1" VALVE 4'-0" AFF / TABLE 305.4 (TRUNCATED) PIPING SUPPORT SPACING PIPING MATERIAL MAXIMUM HORIZONTAL SPACING (FEET) MAXIMUM VERTICAL SPACING (FEET) ALUMINUM PIPE AND TUBING 10 15 BRASS PIPE 10 10 CAST-IRON PIPE 5 15 COPPER OR COPPER -ALLOY PIPE 12 10 COPPER OR COPPER-ALLOWTUBING 1-1/4" DIAMETER AND SMALLER 6 10 COPPER OR COPPER -ALLOY TUBING, 1-1/2" DIAMETER AMD LARGER 10 10 PVC PIPE 4 10 STEEL TUBING 8 10 STEEL PIPE 12 15 84-0„ 1500 LITER ARGON MICRO -BULK TANK (BY OTHERS) ARGON GAS SUPPLY 1-1/8" OD TUBING 26-0" AFF o� Y I❑ ❑ 29'-7" 1 29'-7" 1 38'-8 1/2" DOCK LEVELER 1 DOCK LEVELER 0 7'-6 1/2" REMOTE FILL BOX (BY OTHERS) 1 1► 0 z PLAN VIEW <D, RECEIVED CITY OF TUKWILA JUL 2 6 2018 PERMIT CENTER PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF US CRYOGENICS. ANY REPRODUCTION IN PART OR AS A WHOLE IMTHOUT THE WRITTEN PERMISSION OF US CRYOGENICS IS PROHIBITED. US CRYOGENICS, INC. SCALE: 1/4" =1'..0" (ARCH D) AIRGAS, INC. PROJECT NO. 161305 INITIALS DATE CAD WM • 7/6/18 TITLE: HARTUNG GLASS 17830 WVALLEY HVW, TUKWILA, WA ARGON GAS SUPPLY PIPING REVISION DATE ENG DWG NO.: 161305.01 u u u i i� 71 U 0 N • E-1- ROOF BEAM �"��� U 0 0 0 U EXISTING CONDUIT -- / \ _ U U U U 0 D U U U U 11 U U P 0 U PURLIN U Mr TANI �i--EXISTING ` 0 `ILL TRAPEZE HANGER -THREADED ROD ALL -THREADED ROD 'fill ' CUSHION CLAMP NEW TRAPEZE HANGER n — O , UNISTRUT ` ` '-�`, ci ci ' 0. CUSHION CLAMP UNISRUT 1 USE POINT VALVE 1" FINAL CONNECTION TO EQUIPMENT BY OTHERS in N _ UUULILIUUU 0 U U U 11 U 0 U U 0 U 0 U U U U 0 0 0 U 0 U— U U U U U 0 D U U U U 11 U U P 0 U U U U U ` 0 C — CI RECE �,' `y F JUL 2 !1llml9si ii - ` ` '-�`, ci ci ' 0. CUSHION CLAMP UNISRUT 1 in N —NEW 1-1/8" TUBING - OD COPPER BRAZED —EXISTING CONDUIT ` EXISTING CONDUIT -CW EXISTING CONDUIT r EXISTING TRAPEZE ' COOPPERERTUBING NG HANGER II NEW TRAPEZE HANGER 1500 LITER ARGON MICRO-BULKOTHERS) BOLLORDS (BY OTHERS) �— —� `._.--' �` BALL VALVE I" IVED 'UKWILA 6 2018 NTER PROPRIETARY AND CONFIDENTIAL THE INFORMA110N CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF US CRYOGENICS. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF US CRYOGENICS IS PROHIBITED, US CRYOGENICS, INC. SCALE: 1/4" =1'-0" (ARCH D) AIRGAS, INC. PROJECT NO. 161305 TITLE: HARTUNG GLASS INITIALS DATE 17830 W VALLEY HWY, TUKWILA, WA ARGON GAS SUPPLY PIPING CAD WM 7/6/18 REVISION DATE ENG DWG Na: 161305.02 - Zarosinski Engineering & Design, Inc. 1400 NW 155th Circle Vancouver, WA 98685 Phone: (360) 513-2746 Email: dpzskiahotmail.com Calculations for the attachment of a 1,500 Liter Argon Tank to an Existing Slab At Hartung Glass 18730 W Valley Hwy. Tuckwilla, WA 98118 Calculations by Dean P. Zarosinski iF3L July 21_, 2018 Calculations for a 1,500 Liter Argon Tank Seismic Load The foundation supports a Chart 1.500 Liter steel tank containing Argon w live load of 2.12 k with a design center of gravity at 3/5 height = 5.5 Enercalc provides a total base shear of 2.0 k and a Base moment of 11.0 K -Ft. Calculations for 1,500 Liter Nitrogen Tank Attachment The 2.0k Base Shear and the 11.0 K -ft seismic overturning moment is resisted by the anchor bolts with a moment arm of 4.22' creating tension at the baseplate's opposite side bolts of 11.0/4.22= 2.60 k. Dividing the 2.60 k uplift by 2 bolts equals 1,303 Ib. tension per bolt. The 2.06 k shear is resisted by (4) bolts resulting in 515 Ib. per bolt shear Checking attachment using Hilti software show the 52 5/8" X 52 5/8" baseplate with 4 bolt layout using bolt loading to meet the ACI 318-14 code, use HILTI — KWIK BOLT TZ SS 5/8" DIAMETER POST INSTALLED ANCHOR BOLTS EMBEDDED 3 1/8" INTO A 3.75" DEEP BY 5/8" DIAMETER HOLE. Special Inspection is required. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 9 2018 City of Tukwila BUILDING DIVISION a are btB- 0232, RECEIVED CITY OF TUKWILA JUL 262018 PERMIT CENTER ZAROSINSKI ENGINEERING & DESIGN 1400 NW 155TH CIRCLE VANCOUVER, WA 98685 Title Block Line 6 Project Information Lic. # : KW -06009383 Project Title: 2000 L N2 at BASF Engineer: Dean P. Zarosinski PE Project ID: P0374 -X Project Descr:Tank on 5.25" slab Project Title : 1500 L ARGON AT HARTUNG GLASS Description : Tank on6" slab Printed: 21 JUL 2018, 2:40PM File = E12018PR-11P054FA-11P0374--1.EC6 Licensee : Zarosinski Engineering and Design, Inc. I.D. : P037415 Address : 18730 W VALLEY HWY, TUCKWILLA, WA 98118, TUCKWILLA, WA 98118 Project Leader : Dean P. Zarosinski PE Phone : 360-513-2746 Fax : Project Notes HARTUNG GLASS, 18730 W VALLEY HWY, TUCKWILLA, WA 98118 t.i 1.1t) eMail : dpzski@hotmail.com ZAROSINSKI ENGINEERING & DESIGN 1400 NW 155TH CIRCLE VANCOUVER, WA 98685 Title Block Line 6 Building Code Information Lic. # : KW -06009383 Project Title: 2000 L N2 at BASF Engineer: Dean P. Zarosinski PE Project ID: P0374 -X Project Descr:Tank on 5.25" slab Printed: 21 JUL 2018, 2:37PM File = E:12018PR-11P054FA-11P0374--1.EC6 Licensee : Zarosinski Engineering and Design, Inc. Governing Code : IBC 2018, ASCE 7-16, CBC 2019, AISC 360-16, NDS 2018, ACI 318-14, TM1 City Jurisdiction : CITY OF TUCKWILA Contact Name : Alternate Contact : Building Official : Address : , , Phone : Fax : Notes : HARTUNG GLASS 18730 W VALLEY HWY, TUCKWILLA, WA 98118 eMail : ZAROSINSKI ENGINEERING & DESIGN 1400 NW 155TH CIRCLE VANCOUVER, WA 98685 Title Block Line 6 ASCE Seismic Base Shear Lic. # : KW -06009383 Argon Tank Risk Category Project Title: 1500 L ARGON AT HARTUNG GLASS Engineer: Dean P. Zarosinski PE Project ID: P037415 Project Descr: Tank one" slab Printed: 21 JUL 2018, 3:03PM File = E:12018PR-11P054FA-11P0374--1.EC6 Licensee : Zarosinski Engineering and Design, Inc. Risk Category of Building or Other Structure : "IP : All Buikfings and other structures except those listed as Category 1,111, and IV Seismic Importance Factor Gridded Ss & Statues ASCE•7.10 Standard Max. Ground Motions, 5% Damping : S = 1.472 9, 0.2 sec response S1 0.5664 g, 1.0 sec response Site Class, Site Coeff. and Design Category 1 Calculations per ASCE 7-10 ASCE 7-10, Page 2, Table 1.5-1 ASCE 7-10, Page 5, Table 1.5-2 ASCE 7-10 11.4.1 Site Classification "D" : Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa & Fv (using straight-line interpolation from table values) Maximum Considered Earthquake Acceleration S M5 = Fa * Ss SM1=Fv'S1 Design Spectral Acceleration Seismic Design Category Resisting System Basic Seismic Force Resisting System . . Response Modification Coefficient " R System Overstrength Factor " Wo Deflection Amplification Factor " Cd " Latitude = Longitude = Location : Seattle, WA 98118 47.543 deg North 122.275 deg West • D Fa = 1.00 Fv = 1.50 S DS S MS213 S D1 S M1213 • 1.472 • 0.850 • 0.981 0.566 = D ASCE 7-10 Table 20.3-1 ASCE7-10 Table 11.4-1 & 11,4-2 Cantilevered column systems detailed to conform to specific classification Steel special cantilever column systems • 2.50 Building height Limits : • 1.25 • 2,50 NOTE! See ASCE 7-10 for all applicable footnotes. Category "A & B" Limit Category "C" Limit Category "D" Limit Category °E` Limit Category "F" Limit: Limit = 35 Limit = 35 Limit = 35 Limit = 35 Limit = 35 Lateral Force Procedure Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure' is being used according to the provisions of ASCE 7-1012.8 Determine Building Period Structure Type for Building Period Calculation : AN Other Structural Systems Ct"value = 0.020 " x' value = 0,75 " Ta " Approximate fundemental period using Eq. 12.8-7 : "TL" : Long -period transition period per ASCE 7-10 Maps 22-12 -> 22-16 ASCE 7-10 Eq. 11.4-1 ASCE 7-10 Eq. 11.4-2 ASCE 7-10 Eq. 11.4-3 ASCE 7-10 Eq. 11.4-4 OSCE 7-10 Table 11.6-1 & -2 ASCE 7-10 Table 12.2-1 ASCE 7-10 Section 12.8.2 hn ": Height from base to highest level = " Cs " Response Coefficient S os Short Period Design Spectral Response " R " : Response Modification Factor " I " : Seismic Importance Factor Seismic Base Shear Cs = 0.3925 from 12.8.1.1 8.0 ft Ta=Ct"(hn "x) = 0,095 sec 6.000 sec Building Period " Ta " Calculated from Approximate Method selected 0.981 From Eq. 12.8-2, Preliminary Cs 2.50 From Eq. 12.8-3 & 12.8.4 , Cs need not exceed 1 From Eq. 12.8-5 & 12.8-6, Cs not be less than Cs : Seismic Response Coefficient = Use ASCE 12.8-7 = 0.095 sec ASCE 7-10 Section 12.8.1.1 0,393 2.381 0.043 0.3925 ASCE 7-10 Section 12.8.1 W( see SumWibelow) = Seismic Base Shear V= CsW = 5.10 k 2.00 k ZAROSINSKI ENGINEERING & DESIGN 1400 NW 155TH CIRCLE VANCOUVER, WA 98685 Title Block Line 6 ASCE Seismic Base Shear Lic. # : KW -06009383 Project Title: 1500 L ARGON AT HARTUNG GLASS Engineer: Dean P. Zarosinski PE Project ID: P037415 Project Descr:Tank on6" slab Vertical Distribution of Seismic Forces k * : hx exponent based on Ta = 1.00 Table of building Weights by Floor LeveL.. Level # Wi : Weight Printed: 21 JUL 2018, 3:03PM File = E;12018PR-11P054FA-11P0374-1.EC6 Licensee : Zarosinski Engineering and Design, Inc. ASCE 7-10 Section 12.8.3 Hi : Height (Wi * Hi^k) Cvx 1 5.10 Sum Wi = 5.10 k Fx=Cvx * V Sum Story Shear Sum Story Moment 5.50 28.05 1.0000 2.00 Sum Wi *Hi = Diaphragm Forces : Seismic Design Category 'IS" to "F" Level # Wi Fi Sum Fi Sum W 28.05 k -ft Total Base Shear = Fpx : Calcd Fpx : Min 5.10 2.00 2.00 5.10 2.00 1.00 Weight at level of diaphragm and other structure elements attached to it. Design Lateral Force applied at the level Sum of "Lat. Force" of current level plus all levels above 0.20*S OSI*Wpx 0.40*S D's I*Wpx Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level Wpx Fi Sum Fi MIN Req'd Force @ Level MAX Req'd Force @ Level Fpx : Design Force @ Level 2,00 0.00 2.00 k Base Moment = 11,0 k -ft ASCE 7-10 12.10.1.1 Fpx : Max Fpx Dsgn. Force 2.00 2.00 2.00 111-11II--r www.hfti.us Profis Anchor 2.7.7 Company: Specifier: Address: Phone I Fax: E -Mail: Zarosinski Engineering and Design, Inc. Dean P. Zarosinski PE 1400 NW 155th Circle, Vancouver, WA 98685 360-513-2746 dpzski@hotmail.com Page: Project: Sub -Project I Pos. No.: Date: 1 P0374-15 Hartung Hartung1500 L Argon 7/21/2018 Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [Ib, in.Ib] Kwik Bolt TZ - SS 316 5/8 (3 1/8) hef = 3.125 in., hnom = 3.563 in. AISI 316 ESR -1917 5/1/2017 1 5/1/2019 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.500 in. I, x Iy x t = 52.625 in. x 52.625 in. x 0.500 in.; (Recommended plate thickness: not calculated S shape (AISC); (L x W x T x FT) = 3.000 in. x 2.330 in. x 0.170 in. x 0.260 in. cracked concrete, 3000, ff = 3,000 psi; h = 5.250 in. tension: condition B, shear. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no SAFEzET Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2083-2009 Hitt) AG, FL -9494 Schaan Hilti is a registered Trademark of Hitti AG, SChaan www.hiiti.us Company: Zarosinski Engineering and Design, Inc. Specifier. Dean P. Zarosinski PE Address: 1400 NW 155th Circle, Vancouver, WA 98685 Phone I Fax: 360-513-2746 I E -Mail: dpzski@hotmail.com Profis Anchor 2.7.7 Page: 2 Project: P0374-15 Hartung Sub -Project I Pos. No.: Hartung1500 L Argon Date: 7/21/2018 2 Load case/Resulting anchor forces ° Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 500 0 -500 2 0 500 0 -500 3 114 500 0 -500 4 114 500 0 -500 max. concrete compressive strain: 0.01 [%o] max. concrete compressive stress: 23 [psi] resulting tension force in (x/y)=(0.000/24.313): 227 [Ib] resulting compression force in (x/y)=(0.000/-23.303): 5.427 [Ib] 3 Tension load Tean Compression sion x Load Nue [lb] Capacity 4 Nn [Ib] Utilization pN = N„a/y Nn Status Steel Strength* 114 13,410 1 OK Pullout Strength* N/A N/A N/A N/A Concrete Breakout Strength** 227 6,687 4 OK " anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Naa = ESR value refer to ICC -ES ESR -1917 4 Nsa Z Nun ACI 318-08 Eq. (D-1) Variables Ase,N [in!] futa [Psi] 0.16 Calculations Naa [Ib] 115,000 17,880 Results N. [Ib] steel 4 Nae [ib] N. [Ib] 17,880 0.750 13,410 114 °4 0z Input data and results must be checked for agreement with the existing conditions and for pfausifllityi PROFIS Anchor ( c ) 2003.2009 Hitti AG, FL -9494 Schnee HIM Is a registered Trademark of Hill AG. Schaan www.hilti.us Company: Zarosinski Engineering and Design, Inc. Specifier: Dean P. Zarosinski PE Address: 1400 NW 155th Circle, Vancouver, WA 98685 Phone I Fax: 360-513-27461 E -Mail: dpzski@hotmail.com Profis Anchor 2.7.7 Page: 3 Project: P0374-15 Hartung Sub -Project I Pos. No.: Hartung1500 L Argon Date: 7/21/2018 3.2 Concrete Breakout Strength ANc Njg ' (Antcg) V ee,N V ed,N W c,N V ep,N ND 4 Nag 2 Nua AN, see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANcp = 9 her 1 W ec,N = (1 ,F 2 eN) 5 1.0 3he Wed.N =0.7+0.3�'m�) 51.0 1.5he} = MAX�jn- 1.5herl 5 1.0 Cac ' Cac J = kc 1� c "eis W cPN ND Variables her [in.] 3.125 cae [in.] 7.000 Calculations ANc [in 2] 175.78 Results Nceg [Ib] 10,288 ec, N [in.) 0.000 kc ec2,N [in.] ACI 318-08 Eq. (D-5) ACI 318-08 Eq. (D-1) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (0-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (0-13) ACI 318-08 Eq. (D-7) 0.000 k ca.min [in.] 00 17 ANoo [in.2] 87.89 Cif concrete 1 W ec1,N 1.000 fc [Psi] 3,000 c,N 1.000 V ec2,N W ea N V cp,N Nb [lb] 1.000 1.000 1.000 5,144 Neb9 [Ib] NI,„ [lb] 0.650 6,687 227 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 HIM AG, FL -9494 Schaen Hilti Is a registered Trademark Of Milli AG, Schaal) www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Zarosinski Engineering and Design, Inc. Dean P. Zarosinski PE 1400 NW 155th Circle, Vancouver, WA 98685 360-513-27461 dpzski@hotmail.com Page: Project: Sub -Project 1 Pos. No.: Date: Profls Anchor 2.7.7 4 P0374-15 Hartung Hartung1500 L Argon 7/21/2018 4 Shear load Steel Strength* Steel failure (with lever arm)* Pryout Strength** Concrete edge failure in direction ** * anchor having the highest loading 4.1 Steel Strength Vs. = ESR value Vsteet ? Vua Variables Ase,v [in 2] Load Via (ib] 500 N/A 2,000 N/A **anchor group (relevant anchors) refer to ICC -ES ESR -1917 ACI 318-08 Eq. (D-2) f„t. [psi] 0.16 Calculations V.,. [Ib] 9,872 Results V.a [lb] 9,872 115,000 4. steel 0.650 4, Vsa (Ib] Vua [lb] 6,417 500 4.2 Pryout Strength Von ' kcp [(A Go) W ec,N W ed.N W 0.N W cp,N Nb, Vcpg Vua AN, see ACI 318-08, Part 0.5.2.1, Fig. RD.5.2.1(b) ANto = 9 her 1+2 51.0 3 he W ec,N w ed,N W cp.N Nb in = 0.7 + 0.3 ( - ! ) 5 1.0 1.5het = MAX 9.2mM 1.5h81 1.0 Cac ' Cac = kc her Variables kcp 2 het (in.] ec1,N fn•] 3.125 0.000 W c.N Gac Pm] kc 1.000 7.000 17 Calculations ANC [irL21 351.56 Results V4,9 [Ib] 41,150 Capacity $ Vn [Ib] 6,417 N/A 28,805 N/A ACI 318-08 Eq. (0-31) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) ecz,N (in.] 0.000 ANcc, [in.2] W ecl,N 87.89 1.000 • concrete 4, V [Ib] 0.700 28,805 W et2,N 1.000 Vue [Ib] 2,000 ;a,min Pm] o fc [psi] 3,000 w ed,N 1.000 Utilization Fry = Vg,J$ Vn 8 N/A 7 N/A 41 cp,N 1.000 Nb [Ib] 5,144 Status OK N/A OK N/A Input data and results must be checked for agreement with the existing condtions and for plausibility! PROFIS Anchor (c) 2003-2009 HUII AG, FL -9494 Schwan Hilti Is a registered Trademark of Hilti AG, Sehaan IuuiI r r'j www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Zarosinski Engineering and Design, Inc. Dean P. Zarosinski PE 1400 NW 155th Circle, Vancouver, WA 98685 360-513-2746 i dpzski@hotmail.com Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.7,7 5 P0374-15 Hartung Hartung1500 i Argon 7/21/2018 5 Combined tension and shear loads PN 0.034 PNv =139 + Rv <= 1 Pv S Utilization PN V [%] 0.078 5/3 2 Status OK 6 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The' factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilt' AG, FL -9494 Schaan Hilfi is a registered Trademark of NM AG, Schaan www.hilti.us Company: Specifier: Address: Phone 1 Fax: E -Mail: Zarosinski Engineering and Design, Inc. Dean P. Zarosinski PE 1400 NW 155th Cirde, Vancouver, WA 98685 360-513-2746 dpzski@hotmail.com Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.7.7 6 P0374-15 Hartung Hartung1500 L Argon 7/21/2018 7 Installation data Anchor plate, steel: - Profile: S shape (AISC); 3.000 x 2.330 x 0.170 x 0.260 Hole diameter in the fixture: df = 0.688 in. Plate thickness (input): 0.500 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Manual leaning of the drilled hole according Anchor type and diameter. Kwik Bolt TZ - SS 316 5/8 (3 1/8) in. Installation torque: 720.001 in.lb Hole diameter in the base material: 0.625 in, Hole depth in the base material: 3.750 in. Minimum thickness of the base material: 5.000 in. to instructions for use is required. 7.1 Recommended accessories Drilling Cleaning • Suitable Rotary Hammer • Manual blow-out pump • Properly sized drill bit 26.313 26.313 Setting • Torque controlled cordless impact tool (Hilti Safeset System) • Torque wrench • Hammer 0 N 00 tO '1"7? t0 N • X 000 48.625 2.0 Coordinates Anchor in. Anchor x y 1 -24.313 -24.313 2 24.313 -24.313 3 -24.313 24.313 4 24.313 24.313 c-, c,,, x31 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROrIS Anchor ( c ) 2003-2009 Hilts AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti,us Company: Zarosinski Engineering and Design, Inc. Specifier: Dean P. Zarosinski PE Address: 1400 NW 155th Circle, Vancouver, WA 98685 Phone I Fax: 360-513-27461 E -Mail: dpzski@hotmail.com Profis Anchor 2.7.7 Page: 7 Project: P0374-15 Hartung Sub -Project I Pos. No.: Hartung1500 L Argon Date: 7/21/2018 8 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 Hiiti'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, cany 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 Website. Hilti 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. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG. FL -9494 Schoen Hilti is a registered Trademark of Hilti AG, Sthaan City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director FILG Structural Design and Inspection Information REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 9 2018 City of Tukwila BUILDING DIVISION *Complete the Special Inspection and testing Schedule on pages 7 - 9. RECEIVED CITY OF TUKWILA JUL 262018 PERMIT CENTER Note: The Special Inspector Qualification Form on page 7 must be completed for each Special Inspector for your project. **Please note that permit(s) will not be issued until the Structural Design and Inspection Information is completed. All appropriate forms must be completed and wet signed before City of Tukwila Building Division staff can approve them. t:N8 023z Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov City of Tukwila Building Division Building Permit Number: Structural Design and Inspection Information The following information packet was compiled to assist the designer, contractor, and owner to better understand the code requirements related to the structural design and inspection of non -conventional construction. The designer should use this booklet during the submittal process to organize the inspection team and develop a schedule to assist the contractor/builder. Index Structural Observation Agreement Special Inspection and Testing Agreement Special Inspector Qualification Form Special Inspection and Testing Schedule Appendix A Special Inspection Forms Schedules and Agreements Appendix B Required Special Inspections 2 City of Tukwila Building Division Building Permit Number: Structural Observation Agreement The owner shall employ AAR Testing , Design Professional of Record, who agrees to provide services as described below for the project located at 17830 W Valley Hwy. for permit number Structural observation is defined as the visual observation of the structural system beginning at the foundation stage and continuing through the framing stage. This includes, but is not limited to, the elements and connections at significant stages. A written statement by the Design Professional of Record shall be submitted to the building official prior to each inspection required under Section 110 of the International Building Code (LB.C.) and the Tukwila Building Division (Building Division). The statement shall indicate that each completed stage is in general conformance with the structural requirements of the building code and the approved plan(s) and specifications. Structural observation does not include or waive the responsibility for the inspections required by Chapter 1 of the I.B.C., the Building Division, or for special inspection as required by Chapter 17 of the I.B.C. Owners Signature Date eers Si rture and Seal 7 -/g - Date 4<N ,e7s 9- Z9= /3 3 City of Tukwila Building Division Building Permit Number: Special Inspection and Testing Agreement Project Name: Hartung Glass Argon Tank Project Address:17830 W Valley Hwy. BEFORE A PERMIT CAN BE ISSUED: The owner, engineer, or architect of record acting as the owner's agent, shall complete two (2) copies of this agreement, the Special Inspections Qualification Form and the attached Structural Tests and Inspections Schedule, including the required acknowledgments. A pre -construction conference with the parties involved may be required to review the special inspection requirements and procedures. APPROVAL OF SPECIAL INSPECTORS: Each special inspector shall be approved by the Building Division, prior to performing any duties. Each special inspector shall complete the enclosed Special Inspector Qualification Form and submit his/her qualification to the Building Division and is subject to a personal interview for pre -qualification. Special inspectors shall display approved identification as stipulated by the Building Division, when performing the function of a special inspector. Special inspection and testing shall meet the minimum requirements of I.B.C. Section 1704.2.1. The following conditions are also applicable: A. Duties and Responsibilities of the Project Owner: 1. Funding: The project owner, the engineer, or architect of record, acting as the owner's agent is responsible for funding special inspection services (See I.B.C., Section 1704.2) 2. Employment: The project owner/agent hereby, agrees that he/she shall not terminate his/her contract for special inspection services; with the below named firm until he/she has obtained the services of another inspection firm and submitted a new Special Inspection Agreement Form for approval and accepted by the building official. B. Contractor Responsibilities: 1. Notify the Special Inspector: The contractor is responsible for notifying the special inspector or agency regarding individual inspections for items listed on the attached schedule and as noted on the Building Division approved (stamped) plan(s). Adequate notice shall be provided so that the special inspector has time to become familiar with the project. 2. Provide Access to Approved Plan(s): The contractor is responsible for providing the special inspector access to the approved (stamped) plan(s) as the job -site. 3. Retain Special Inspection Records: The contractor is also responsible for retaining at the job - site all special inspection records submitted by the special inspector and providing these records for review by the Building Division's approved (stamped) plan(s) for additional inspections or testing requirements that may be noted. 4. Samples: Only the special inspection agency or materials engineering laboratory shall be permitted to take laboratory samples and transport them to the facility. 4 City of Tukwila Building Division Building Permit Number: C. Duties and Responsibilities of the Special Inspector: 1. Observe Work: The special inspector shall observe the work for conformance with the Building Division approved (stamped) design drawings and specifications and applicable workmanship provisions of the I.B.C. 2. Report Nonconforming Items: The special inspector shall bring nonconforming items to the immediate attention of the contractor and note all such items in the daily report. If any item is not resolved in a timely manner or is about to be incorporated in the work, the special inspector shall immediately notify the building official by telephone or in person, notify the engineer or architect, and post a discrepancy notice. 3. Furnish Daily Reports: On request each special inspector shall complete and sign both the Special Inspection Record and the Daily Report Form for each day's inspections to remain at the job -site with the contractor for review by the Building Division's inspector. 4. Furnish Weekly Reports: The special inspector or inspection agency shall furnish weekly reports of tests and inspections directly to the building official, project engineer, architect, and other as designated. These reports must include the following: a. Description of daily inspections and tests made with applicable locations; b. Listing of all nonconforming items; c. Report on how nonconforming items were resolved or unresolved as applicable; and d. Itemized changes authorized by the architect, engineer, and building department if not included in the conformance items. 5. Furnish Final Report: The special inspector or inspection agency shall submittal a final report the building official stating that all items requiring special inspection and testing were fulfilled and reported and, to the best of his/her knowledge, in conformance with the approved (stamped) design drawings, specifications, approved change orders and the applicable workmanship provisions of the I.B.C. Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e. missed inspections, periodic inspections when continuous was required, etc.) should be specifically itemized in this report. D. Building Division Responsibilities: 1. Approved Special Inspectors/Inspections: The building official shall approve all special inspectors and special inspection requirements. 2. Monitor Special Inspectors/Inspection: Work requiring special inspection and the performance of special inspectors, shall by monitored by the Building Division's inspector. His/her approval must be obtained prior to placement of concrete or other similar activities in addition to that of the special inspector. 3. Issue Certificate of Occupancy: The building official will only issue a certificate of occupancy after all special inspection reports and the final report have been submitted and approved. 5 City of Tukwila Building Division ACKNOWLEDGMENTS I have read and agree to co Owner: Contractor. Pr\"61 Special Inspector/Inspection Ageiv r: M e 7 T7/U6. Project Engineer/Architect: Building Permit Number: ly with the teams and conditions of this agreement. ACCEPTED FOR THE BUILDING DEPARTMENT By: Date: 7 • 'zc' Date: 7/18/2018 Date: 7.2.0 • jj Date: 7 l Date: 6 City of Tukwila Building Division Building Permit Number: Special Inspector Qualification Form Each special inspector making inspections for any inspecting/testing agency shall complete this form and enclose a work experience resume for the past five (5) years. Inspector Information: Name: Wt L C.l-t P C L t C O - h! LANES Address: 7 1 2L tJL=. C.1© City, State, Zip: RFD L C91JD , W A. 9 F5 9 7 Office Phone: +7g•�.2) t • 5 P2)17 _ Cell Phone: 2-0 (o —1327 4101:5— Inspection Classification: Lt)A130 5 F 1✓ CI AL "-Zit) v A L C..11 .7 . Current ICC and/or WABO Number(s): 310 12-1 ` Expiration Date: 4 .1ZD t q Project Name: Hartung Glass Argon Tank Project Address: 17830 W Valley Hwy, Tukwila, WA 98188 STATEMENT OF UNDERSTANDING I, M 1 CH- L "-rapO Hartung Glass Industries hereby affirm that I have been employed by: (Agency/Firm) 17830 W Valley Hwy, Tukwila, WA 98188 (Address) To perform special inspection at above stated project and that I am aware that in performing this inspection, I am acting as an agent for the City of Tukwila and I am responsible to the building official. I am aware that my duties include compliance with the approved plan(s), specifications, the I.B.C. and recognized construction practices, which do not conflict with any of the aforementioned documents. I will submit written reports to the building official as required. Signature: 01 Date: 2.4 2018 7 Michael Trow joined A.A.R. in 2012 when Cascade Test- ing Laboratory closed. Michael brought to AAR Testing 32 years of knowledge and expertise in the field of Structural Steel and Welding. He has worked around the world performing in- spection and testing on Structural Steel welding and bolting, including Ultrasonic and Magnetic Particle testing. Michael is our go to guy for handling the majority of our everyday Structural Steel Bolting and Welding inspections, from large to small projects. He is also a Level 2 Ultrasonic and Magnetic Particle Inspector and performs all of those types of inspections on our projects. He also is licensed for anchor bolt and epoxy inspections. An example of projects Michael has been involved with recently include inspection of several Boeing 9.101 Building re- models, lnterbay Worklofts, Husky Stadium Renovation, Stone - way Apartments, 815 Pine Street, 6th and Lenora, FedEx Ground and approximately 15 Fire Stations for the City of Seat- tle. Pius the many residential and small commercial and retail projects AAR is involved in. ployment History A.A.R. Testing Laboratory • 2012 to Present * Special Inspector Cascade Testing Lab, Kirkland, WA • 1998.2012 • Special Inspector/Field Supervisor Pacific Tech Services • 1998 • Visual and NDE Inspection in Petro Chert industry Professional Service, Inc. • 1996-1998 • Structural Steel Inspector CMTX • 1994-1996 • Visual and NDE Inspection of structur- al steel and welding Various Companies 1980-1993 • Visual and NDE Inspection in Middle East, Holland, Germany, United King- dom and Australia Education • Stockton & Billingham Tech College--NDT Welding Inspection Courses and Seminars • NWCEL Proprietary Anchors Cer flc ions - WABO Licensed Special Inspector Structural Steel Welding Structural Steel Bolting Proprietary Anchors ICC Certifienspector "tructutal Steel Welding d"ttg * Structural Steel Bolting AWS (American Welding Society} • Cer rred Welding Inspector ASNT Level 2 Ultrasonic Inspector Level 2 Magnetic Particle Inspectc Michael has performed Ultrasonic and Magnetic Particle inspection on the Husky Stadium Renovation (artists rendering above). City of Tukwila Building Division Building Permit Number: Special Inspector Qualification Form Each special inspector making inspections for any inspecting/testing agency shall complete this form and enclose a work experience resume for the past five (5) years. Inspector Information: Name: 317 , C3 L 1 5 hr. -0 - PrP- TESTY 10a LA 5 Address: -1 t 2.L0 120 M.) M C- CL t City, State, Zip: REIDN1O tU D / LU A "I 8 0.5 e - Office Phone: 4ZS BEM s e 1Z. Cell Phone: 4:V 25 ' 7 (tCc • 1 1 -1 '7 Inspection Classification: U.ASO S PF/;1 Pry r.-�j,� �4PPY 7121' Current ICC and/or WABO Number(s): S I 0 1 1 91 Expiration Dater# •1 • Zp t_ 9 Project Name: Hartung Glass Argon Tank Project Address: 17830 W Valley Hwy, Tukwila. WA 98188 STATEMENT OF UNDERSTANDING I, JO Kos -'}Ctrs., (; ssesai hereby affirm that I have been employed by: Hartung Glass Industries (Agency/Firm) 17830 W Valley Hwy: Tukwila. WA 98188 (Address) To perform special inspection at above stated project and that I am aware that in performing this inspection, I am acting as an agent for the City of Tukwila and I am responsible to the building official. I am aware that my duties include compliance with the approved plan(s), specifications, the I.B.C. and recognized construction practices, which do not conflict with any of the aforementioned documents. I will submit written reports to the building official as required. Signature: Date: 7 Employment History A.A.R. Testing Laboratory • 2008 to Present • Senior Special Inspector AMEC, Kirkland, WA • 2000 - 2008 • Special Inspector PSI (Pittsburgh Testing) • 1990.2000 • :Special Inspector Education • Lane Community College, Eugene, OR • 'Metrology & AutomotiveEngineering Portland State University, Portland, OR • Business Administration • South Seattle Community College • Non -Destructive Testing Certifications WAS() Licensed Special Insp Reinforced Concrete Prestress/Post Tension Conc! Shatcrete Structural Masonry Structural Steel & Welding Spray -Applied Fireproofing Proprietary Anchors ACI Field Technician I Nuclear Densometer J.D. Blisserd joined A.A.R. in summer of 2008 bringing with him 18 years of experience in special inspection. He is ex- perienced with large projects, and most recently was the lead inspector and site manager for the initial phases of Bravem in Bellevue and at the Husky Stadium Renovation in Seattle. J.D. had previously worked at Sea -Tac International Airport on multi- ple Port of Seattle projects, including Central Terminal Expan- sion, and improvements to vent stacks, water tower and boiler rooms. This project, like most other Port of Seattle Projects he has been involved with, tasked him with full quality control du- ties. Shortly after joining our staff, he was tasked with lead inspec- tion duties at the new Shoreline City Hall. J.D's strong combination of education, certification and field experience have made him an excellent field inspector with some impressive capabilities. J.D. Blisserd served as the lead inspector for the Sea -Tac Central Terminal Expansion (Above) es well as parking and commercial portions of the Bravem project (Bottom), prior to joining A..A.R. Testing Laboratory. City of Tukwila Building Division Building Permit Number: Special Inspection and Testing Schedule Testing/Inspection Agency/Special Inspector: AAR Testing Project Name: Hartung Glass Argon Tank Project Address: 17830 W Valley Hwy REINFORCED CONCRETE, GUNITE, GROUT & MORTAR: Concrete Gunite Grout Mortar PRECAST / PRESTRESSED CONCRETE: Concrete Gunite Grout Mortar Aggregate Tests Reinforcing Tests Mix Designs Reinforcing Placements Batch Plant Inspection Inspect Placing Cast Samples Pick-up Samples Compression Tests PRECAST / PRESTRESSED CONCRETE: Concrete Gunite Grout Mortar 8 Aggregate Tests Reinforcing Tests Tendon Tests Mix Designs Reinforcing Placements Insert Placement Concrete Batching Concrete Placement Installation Inspection Cast Samples Pick-up Samples Compression Tests 8 City of Tukwila Building Division STRUCTURAL STEEL / WELDING: Sample & Test (list specific members below) Shop Material Identification Welding Inspection [ ] Shop [ ] Field Ultrasonic Inspection [ ] Shop [ ] Field High -Strength Bolting Inspection [ ] Shop [ ] Field [ ]A325 [ ]A490 [ ]N [ ]X [ ]F Metal Deck Welding Inspection Reinforcing Steel Welding Metal Stud Welding Inspection Concrete Insert Welding Inspection MASONRY: Special Inspection Stresses Used Preliminary Acceptance Tents (Masonry Units, Wall Prisms) Subsequent Tests (Mortar, Grout, Field wall Prisms) Placement Inspection of Units Building Permit Number: FIREPROOFING: Placement Inspections Density Tests Thickness Tests Inspection Batching INSULATING CONCRETE: Sample & Test Placement Inspections Unit Weights FILL MATERIAL Acceptance Tests Placement Inspections Field Density STRUCTURAL WOOD: Shear Wall Nailing Inspection Inspection of Glu -lam Fab. Inspection of Truss Joist Fab. Sample and Test Components List all other additional of required inspections, conditions, tests, or special inspections here: Proprietary Anchors Form completed by: Dean Zarosinski Telephone. No: (360)513-2746 Title: Professional Engineer Date: 7/16/2018 9 cPERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0232 DATE: 07/26/18 PROJECT NAME: HARTUNG GLASS INDUSTRIES SITE ADDRESS: 17830 WEST VALLEY HWY X Original Plan Submittal Revision # before Permit Issued Revision # after Permit Issued Response to Correction Letter # DEPARTMENTS: ti -j 110ii Building Divisi n Public Wdrks" (61;6 1 re Fire Prevention Structural t)c A)/4 Planning Division IN ❑ Permit Coordinator si PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 07/31/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required (corrections entered in Reviews) DUE DATE: 08/28/18 Denied n (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 AIRGAS USA LLC Washington State Department of 40 Labor & Industries Horne Espanol Contact Safety & Health Claims & Insurance [Search L&I Page 1 of 2 A-1 Index Heil) My 1.,&:1 Workplace Rights Trades & Licensing AIRGAS USA LLC Owner or tradesperson Principals McCausland, Peter, MANAGER McLaughlin, Robert M, MANAGER Molinini, Michael L, MANAGER Jones, Douglas Lee, PARTNER/MEMBER (End: 05/15/2015) Weber, Greg, PARTNER/MEMBER (End: 05/15/2015) Doing business as AIRGAS USA LLC WA UBI No. 603 216 353 Parent company AIRGAS INC 3737 WORSHAM AVE LONG BEACH, CA 90808 562-497-1991 Business type Limited Liability Company Governing persons INC AIRGAS JAMES COOK; PETER MCCAUSLAND; ROBERT M MCLAUGHLIN; MICHAEL L MOLININI; THOMAS M SMYTH; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ..............._............................................._......... Meets current requirements. License specialties BOILER/STEAM FIT/PROC PIPING License no. AIRGAUL873C7 Effective — expiration 05/22/2013— 05/22/2019 Bond ............ Safeco Ins Co of America Bond account no. 6333878 $6,000.00 Received by L&I Effective date 05/22/2013 01/17/2013 Expiration date Until Canceled Insurance. ....................... National Union Fire Ins of PA $2,000,000.00 Policy no. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603216353&LIC=AIRGAUL873C7&SAW= 9/17/2018 AIRGAS USA LLC GL6954625 fTh\ Received by L&I Effective date 07/03/2018 07/01/2018 Expiration date 07/01/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ................._....... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp 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 555,172-03 .............................. Doing business as AIRGAS USA LLC Estimated workers reported Quarter 2 of Year 2018 "Greater than 100 Workers" L&I account contact T5 / MELISSA VEST (360)902-5613 - Email: VESM235@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 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=603216353&LIC=AIRGAUL873C7&SAW= 9/17/2018