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HomeMy WebLinkAboutPermit D18-0215 - BOEING #9-101 - THERMOPLASTIC PRESSBOEING #9-101 - THERMOPLASTIC PRESS 9725 E MARGINAL WAY S BLDG 9-101 EXPIRED 07/22/2019 D18-0215 Parcel No: Address: Project Name: City of Tukwila D 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 0003400018 Permit Number: 9725 E MARGINAL WAY S BLDG 9-101 Issue Date: Permit Expires On: BOEING #9-101 - THERMOPLASTIC PRESS 018-0215 8/10/2018 2/6/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-59 PROPERTY TAX DEPT, SEATTLE, WA, 98124 MARTIN PROBST PO BOX 3707; M/C: 46-208 , SEATTLE, WA, 98124 BOEING COMPANY, THE 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML BOEING COMPANY THE PO BOX 3707 M/C 20-59 PROPERTY TAX DEPT, SEATTLE, WA, 98124 Phone: (206) 852-4985 Phone: (312) 544-2535 Expiration Date: 1/18/2019 DESCRIPTION OF WORK: INSTALLATION OF THE THERMOPLASTIC PRESS. MODIFICATION OF THE EXISTING FOUNDATION, TRENCHES AND INSTALLATION OF A SINGLE ENDED 1500 KVA SUBSTATION. ELECTRICAL, MECHANICAL AND FIRE PERMITS APPLIED FOR SEPARATELY BY OTHERS. Project Valuation: $550,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $9,413.62 Occupancy per IBC: F-1 Water District: TUKWILA Sewer District: VALLEY VIEW,TUKWILA 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: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: �1 CA i Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 0---(0 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 to the conditions attached to this permit. Signature: Print Name: ty\ 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: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: 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. 9: 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. 10: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 11: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 15: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 16: 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). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 18: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 19: 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. 20: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0201 FOOTING 4037 SI -CAST -IN-PLACE 4000 SI -CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4034 SI -METAL PLATE CONN 4028 SI-REINF STEEL -WELD 4039 SI -SEISMIC RESTIST 4035 SI -SOILS 4041 SI -SPRAY FIRE -RESIST 4025 SI -STEEL CONST 4026 SI-STRUCT STEEL 4004 SI -WELDING CITY OF TUKA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. \ 1 e ^ Oa( S Project No. Date Application. '7'-1 ( e Date Application Expires: NI Y? (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: King Co Assessor's Tax No.: 0003400018 9725 E Marginal Way S, Tukwila, WA 98108 Tenant Name: The Boeing Company Suite Number: 9-101 Bld Floor: 1 st PROPERTY OWNER Name: The Boeing Company - Martin Probst Address: PO Box 3707; M/C 46-208 City: Seattle State: WA zip: 98124 CONTACT PERSON — person receiving all project communication Name: Martin Probst - The Boeing Company Address: PO Box 3707; M/C 46-208 City: Seattle State: WA zip: 98124 Phone: (206) 852-4985 Fax: (253) 657-4659 Email: martin.r.probst@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: B N Builders Inc Address: 2601 4th Ave Suite 350 City: Seattle state: WA zip: 98121 Phone: (206) 382-3443 Fax: (206) 382-3440 Contr Reg No.: BNBUII*990K3 Exp Date: 09/15/2019 Tukwila Business License No.: H:Wpplications\Forms-Applications On Line 2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes ® ..No ARCHITECT OF RECORD Company Name: KPFF Consulting Engineers Engineer Name: Emily George Company Name: City: Seattle State: WA Zip: 98101 Phone: (206) 662-5822 Fax: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: KPFF Consulting Engineers Engineer Name: Emily George Address: 1601 5th Ave Suite 1600 City: Seattle State: WA Zip: 98101 Phone: (206) 662-5822 Fax: Email: emily.george@kpff.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: The Boeing Company Address: PO Box 3707; M/C 46-208 City: Seattle State: WA Zip: 98124 Page 1 of 4 BUILDING PERMIT INFORMATd — 206-431-3670 Valuation of Project (contractor's bid price): $ 550,000 Existing Building Valuation: $ 72,880,300 Describe the scope of work (please provide detailed information): Installation of the Thermoplastic Press, modification of existing foundation, trenches, and installation of a single ended 1500KVA substation. Electrical, Mechanical, and Fire Permit applied for separately by others. Will there be new rack storage? ❑ Yes 0.. 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 ft): 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? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z Sprinklers 1 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes IZI 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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx 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 151 Floor 713,829 54,794 0 0 II -B F-1 rd Floor 296,460 0 0 0 N/A F-1 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 ft): 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? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z Sprinklers 1 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes IZI 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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised. August 2011 bh Page 2 of 4 4 ' \,11 PUBLIC WORKS PERMIT INFC6e1ATION — 206-433-0179 Scope of Work (please provide detailed information): Installation of the Thermoplastic Press, modification of existing foundation, trenches, and installation of a single ended 1500KVA substation. Electrical, Mechanical, and Fire Permit applied for separately by others. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton 0 .. Seattle 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. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ . Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage 0 .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut 0 .. Looped Fire Line 0 ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public 0 If ❑ .. Grease Interceptor 0 .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding WO # WO # WO # ❑ ...Deduct Water Meter Size Private ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water 0 ...Sewer Monthly_ Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-1 l docx Revised. August 2011 bh Page 3 of 4 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 OW Signature: OR AUT 073AGE T: Print Name: Martin Probst - The Boeing Company Mailing Address: PO Box 3707; M/C 46-208 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 07/16/2018 Day Telephone: (206) 852-4985 Seattle WA 98124 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $19.06 D18-0215 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn: 0003400018 $19.06 Credit Card Fee $0.56 Credit Card Fee R000.369.908.00.00 0.00 $0.56 DEVELOPMENT $18.50 WASHINGTON STATE SURCHARGE TOTAL FEES PAID BY RECEIPT: R15138 B640.237.114 0.00 $18.50 $19.06 Date Paid: Friday, August 10, 2018 Paid By: MARTIN PROBST Pay Method: CREDIT CARD 035740 Printed: Friday, August 10, 2018 2:29 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $9,394.56 D18-0215 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn: 0003400018 $9,394.56 Credit Card Fee $273.63 Credit Card Fee R000.369.908.00.00 0.00 $273.63 DEVELOPMENT $8,852.86 PERMIT FEE R000.322.100.00.00 0.00 $5,361.43 PLAN CHECK FEE R000.345.830.00.00 0.00 $3,484.93 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $268.07 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R14961 0.00 $268.07 $9,394.56 Date Paid: Monday, July 16, 2018 Paid By: MARTIN PROBST Pay Method: CREDIT CARD 066898 Printed: Monday, July 16, 2018 2:14 PM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 08/10/2018 02:29:24 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********9321 K TRAN AMOUNT: $19.06 APPROVAL CD: 035740 RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic. convergepay.comNirtualMerchant/transaction.do?dispatchMethod=printTra... 8/10/2018 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 07/16/2018 02:13:25 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********9321 K TRAN AMOUNT: $9,394.56 APPROVAL CD: 066898 RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic.convergepay.comNirtualMerchant/transaction.do?dispatchMethod=printTra... 7/16/20 1 8 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 1)10 Otis Project: gOaf,kr -/Of Type of Inspection: Ad ress: '7 Z5 € Mite4av/.K- /V4(Savikve_"----9-Z1 Special Instructions: 9wlOi ' ?J TL- , Date Wanted: m / _Z3^t`j .m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. jkl COMMENTS: faJ 10 4 - .c:)EY1-ftA‘ pse • T., vcrri--- 6, Fila [cit ICiry e ' / a 6.14-1, CGU )-la elt PA'S" 4JGS - m itL S a�4-C /h r/ - Inspector: /339., C.,C Date: b_ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. PEC;)INSPEC ON NO. INSPECTION RECORD Retain a copy with permit Dt - c9215— PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ect: . Type of spec ion: Address: I g fl4r tnA4 4/1 S Date Called: ,9%Z- Special Instructions: v 1/00 `C9V AtM ( �� /1p�� t/ 1, Den!Kr7 Date Wanted: a.m. q-3 1- 2-‘,1g- p.m. Requ ster: oTonJ Phone -4/92- — ! /g5 Approved per applicable codes. COMMENTS: Corrections required prior to approval. ,11, -;4 -ed, 4,,nc;7-(7.4ts ;GL_ Vc4 e /E5 r_frr(w Srcii4-v) 5 7 / I n s pect'5 Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. FILE Boeing — Building 09-101 Thermoplastic Press Tukwila, WA Structural Calculations CALCULATIONS INCLUDED: Pages 1 through 10 REVIEWED FOR CODE COMPLIANCE APPROVED 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 KPFF Project No. 1800280 10 July 2018 DSS- ozis AUG 0 9 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 16 2018 PERMIT CENTER �Ii ' A ` �X C project T F�D� GI ` by l7 sheet no. 1 /10 location 8v<<.vi.u� at— sol date -f/,d client ttJ5•DEr job no. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206 622-5822 This calculation package covers the design of components related to the Thermoplastic Press installation at Boeing Building 09-101. Components included in this calculation are the trench s modification and additions, design of the precast trench lid, and design of the slab on CDF for ` the existing pit infill. • 1 r . • Anchorage of the equipment is not included in this design and is the responsibility of the equipment vendor and their hired engineer. Separate drawings and calculations are to be submitted for those components. , r :-- Referenced Codes r. '-CIBC 2015 ASCE 7-10 ACI318-14 r r r It '. fi j 1 t i. i; 4} t 4 C 4 ! i Z f t? } r t - f F ! i 4 T ?' .4. _ .._.F {' '-' + . - - 'r -• ~ - - - - - ' + - - 4 4 ' -I-- 4 r 1- } .{. ... + _t. -I- _. . ! .. _ _ .:. .. t . ,. . .. ...._ . . . - . . ... .. ._ . . + - - —r -� �:� _. .ri...._ .. _. .. _ r. . + . -i.. + , -.�, .-. . 4- - ~_ e._ .. -1- : ( t t t t t t 4 4 4 4 4 +; L4 .- , t ( .. t 4+ t r: t R t t 4 l 4 _, 4 ri i- 4- ... 1' ...}, _ :. �. . .. :. .. . T .._ - �. .. T ._. i' .- 1 . t. -.... r 4 . .; f. 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No.: Date: 1 Thermoplastic Press 7/10/2018 Specifiers comments: 1 Input data Anchor type and diameter: HIT -RE 500 V3 + Rebar A615 Gr.60 #4 Effective embedment depth: hetact = 8.000 in. (hef!imlt = - in.) Material: ASTM A 615 Gr.6O Evaluation Service Report: ESR -3814 Issued I Valid: 1/1/2017 11/1/2019 Proof: Design method ACI 318-08 / Chem Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 3000, fc' = 3000 psi; h = 420.000 in., Temp. short/long: 32/32 °F 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) no Geometry [in.] & Loading [Ib, in.lb] a tv N 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 Schaan Hilti is a registered Trademark of Hilti AG, Schaan rwirrill7 6/10 www.hilti.us Profis Anchor 2.7.3 Company: KPFF Page: Specifier: Clifton Goff Project: Address: Sub -Project 1 Pos. No.: Phone I Fax: 1 Date: E -Mail: 2 Thermoplastic Press 7/10/2018 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 1 672 0 0 0 max. concrete compressive strain: - [%o] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension load Load Nua [Ib] Capacity + Nn [Ib] Utilization ow = Nua/$ Nn Status Steel Strength* 672 11700 6 OK Bond Strength** 672 11417 6 OK Sustained Tension Load Bond Strength* N/A N/A N/A N/A Concrete Breakout Strength** 672 13695 5 OK * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value refer to ICC -ES ESR -3814 4, Nsa z Nua ACI 318-08 Eq. (D-1) Variables Ase,N [111.2] fute [psi] 0.20 90000 Calculations Nsa [Ib] 18000 Results Nsa [Ib] 4) steel (I) Nsa [Ib] Nua [Ib] 18000 0.650 11700 672 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 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us r=11 7/10 Profis Anchor 2.7.3 Company: KPFF Page: Specifier: Clifton Goff Project: Address: Sub -Project 1 Pos. No.: Phone 1 Fax: I Date: E -Mail: 3 Thermoplastic Press 7/10/2018 3.2 Bond Strength Na= ( ANa ANao) W ed,Na W cp,Na Nba ACI 318-11 Eq. (D-18) 4, Na t Nua ACI 318-11 Table D.4.1.1 ANa = see ACI 318-11, Part D.5.5.1, Fig. RD.5.5.1(b) ANao = (2 CNa)2 ACI 318-11 Eq. (D-20) CNa = 10 da unci ACI 318-11 Eq. (D-21) 1100 1 W ec,Na = \1 eN / 5 1.0 ACI 318-11 Eq. (D-23) CNa l W ed,Na = 0.7 + 0.3 (CNan) 5 1.0 ACI 318-11 Eq. (D-25) W cp,Na = MAX(Camin CNa) 5 1.0 ACI 318-11 Eq. (D-27) Cac Cac Nba = X a ' T k,c ' t[ ' da ' het ACI 318-11 Eq. (D-22) Variables T k,c,uncr [psi] 1821 ect,N [in.] 0.000 Calculations CNa [in.] 6.404 W ecl,Na 1.000 Results Na [Ib] 17564 da [in.] he [in.] Ca,min [in.] T k,c [psi] 0.500 8.000 1398 ee2,N [in.] ca. [in.] k a 0.000 ANa [in.2] 164.07 W ec2,Na 1.000 bond 0.650 13.414 1.000 ANao [in.2] W ed,Na 164.07 1.000 W cp,Na Nba [Ib] 1.000 17564 Na [Ib] Nua [lb] 11417 672 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 Schaan Hilti is a registered Trademark of Hilti AG, Schaan lai-M-17 8/10 www.hilti.us Profis Anchor 2.7.3 Company: KPFF Page: Specifier: Clifton Goff Project: Address: Sub -Project I Pos. No.: Phone I Fax: 1 Date: E -Mail: 4 Thermoplastic Press 7/10/2018 3.3 Concrete Breakout Strength Nth = (p AN W ed,N W c,N W cp,N Nb ACI 318-08 Eq. (D-4) 4 Nth z Nua ACI 318-08 Eq. (D-1) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) z ANco = 9 hef 1 Wec,N= 1+2eN 51.0 3 he yf ed,N = 0.7 + 0.3 (Gamin) 5 1.0 1.5hef W co = MAX(camin, 1.5het) 5 1.0 Cac Cac Nb =kc) 4chB}5 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) Variables hef [in.] ect,N [in.] ecz,N [in.] ca,min [in.] W c,N 8.000 0.000 0.000 1.000 Cac [in.] kc %, fc [Psi] 13.414 17 1 3000 Calculations ANc [in 2] 576.00 Results Nth [Ib] 21069 ANco [in.2] W ecl,N W ec2,N 1.000 576.00 W concrete 0.650 W ed,N 1.000 1.000 Ncb [Ib] Nua [Ib] 13695 672 W cp,N Nb [Ib] 1.000 21069 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 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us ririnn 9/10 Profis Anchor 2.7.3 Company: KPFF Page: Specifier: Clifton Goff Project: Address: Sub -Project I Pos. No.: Phone I Fax: I Date: E -Mail: 5 Thermoplastic Press 7/10/2018 4 Shear Toad Load V. [Ib] Capacity 4 Vn [Ib] Utilization Dv = V„a/4 V. Status Steel Strength* N/A N/A N/A N/A Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength (Bond Strength controls)* N/A N/A N/A N/A Concrete edge failure in direction ** N/A N/A N/A N/A * anchor having the highest loading **anchor group (relevant anchors) 5 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. Them 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. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The ACI 318-08 version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. • 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 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us MTIn 10/10 Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: KPFF Clifton Goff Page: Project: Sub -Project I Pos. No.: Date: 6 Thermoplastic Press 7/10/2018 6 Installation data Anchor plate, steel: - Profile: - Hole diameter in the fixture: - Plate thickness (input): - Recommended plate thickness: - Drilling method: Hammer drilled Cleaning: Compressed air cleaning 6.1 Recommended accessories Drilling Anchor type and diameter: HIT -RE 500 V3 + Rebar A615 Gr.60 #4 Installation torque: - Hole diameter in the base material: 0.625 in. Hole depth in the base material: 8.000 in. Minimum thickness of the base material: 9.250 in. of the drilled hole according to instructions for use is required Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit Coordinates Anchor in. Anchor x y 1 0.000 0.000 c_x c+x • Compressed air with required accessories to blow from the bottom of the hole • Proper diameter wire brush c_y c+y, • Dispenser including cassette and mixer • For deep installations, a piston plug is necessary • Torque wrench 7 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concem 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 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 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5/31/2019 City of Tukwila Department of Community Development MARTIN PROBST PO BOX 3707; M/C: 46-208 SEATTLE, WA 98124 RE: Permit No. D18-0215 BOEING #9-101 - THERMOPLASTIC PRESS 9725 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/22/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. -Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/22/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, atk t Kandace Nichols Permit Technician File No: D18-0215 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 1/2/2019 City of Tukwila Department of Community Development MARTIN PROBST PO BOX 3707; M/C: 46-208 SEATTLE, WA 98124 RE: Permit No. D18-0215 BOEING #9-101 - THERMOPLASTIC PRESS 9725 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 2/27/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/27/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0215 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0761 CONCRETE REPORT Report Number: RC364576 Permit Number: D18-0215 Project: Boeing - Bldg. 9-101 ADC Thermoplastic Press Address: Building 9-101, Tukwila Inspector(s): Joseph Tester Description/Location: Inspected reinforcing steel and concrete placement for the new 4" housekeeping pad between columns Y19 and Z19. The inspected work was found to be done in accordance with the approved project documents (per typical concrete pad detail IS299, Rebar Verified: Yes 2/20/2019 Joseph Tester (Grade 60) Client: Boeing Shared Services Group- - Address: PO Box 3707 M/C 6X -AA, Seattle Date: 2/20/2019 Placement Data Stoneway 5500-A 4"t1" 0.48 NA 2.5 Wheelbarrow Yes Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: 3000 psi @ 28 days Sampling and Testing Data - Time ASTM C 172, C. 31 Made Cast Samples: 1-4 11:40 am Design 0 Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Mfg: Cascade Actual Batch Weights/Cubic Yard 517# Type: 1111 1444# 1931# 3/4" 250# 21 oz. ADVA Cubic Water Slump Air % ConcTemp Yards Added C 143 C 231 C1,064 2.50 0 gal. 4" NA% 66°F X75; v:. D CITY OF TUK Vv` APR 242019 PERMIT CENTER Ambient Truck Ticket Temp . No. No. 70°F 507 955436 Weather: Inside Date Samples Picked Up: 2/21/2019 Slump Range: NA Air % Range: NA Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31 -1o.1.2 Comments REINFORCING/PLACEMENT: Conforms: Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Age Date Cure (Days) Size (in.) Area Weight Max Load Strength (Sq.ln.) (Lbs.) (Lbs.) (psi) Fracture Type (other than cone) 1 2/27/19 7 4 x 8 12.56 8.9 70,090 *= Discarded Tested in general accordance to: ASTMC39 I] ASTMC617 ❑ Copies to: ❑ Client El Engineer El Batch Plant Owner �/❑ Contractor ❑ Others ❑ Architect El Building Dept ASTMC1231 ❑ Technical Responsibility: 5580 5 1 alter ' ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0761 CONCRETE REPORT Report Number: RC364576 Permit Number: D18-0215 Project: Boeing - Bldg. 9-101 ADC Thermoplastic Press Address: Building 9-101, Tukwila Inspector(s): Joseph Tester Description/Location: Rebar Verified: Yes Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 2/20/2019 Inspected reinforcing steel and concrete placement for the new 4" housekeeping pad between columns Y19 and Z19. The inspected work was found to be done in accordance with the approved project documents (per typical concrete pad detail IS299. 2/20/2019 Joseph Tester (Grade 60) Mfg: Cascade Placement Data Stoneway 5500-A 4"±1" 0.48 NA 2.5 Wheelbarrow Yes Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: 3000 psi @ 28 days Sampling and Testing Data Time ASTM C 172, C 31 . Made Cast Samples: 1-4 11:40 am Design`© Actual Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Cubic Yards Batch Weights/Cubic Yard 517# Type: 1111 1444# 1931# 3/4" 250# 21 oz. ADVA Water Slump Air % Added ;C 143 C 231. 2.50 0 gal. 4" NA% Slag (lbs): RECEIVED CITY OF TUKWILA. APR 2 4 2019 Con lUcAtlITAAi aFi 1-ERiruck C 1064 - Temp No. 66*F 70°F 507 Ticket No. 955436 Weather: Inside Date Samples Picked Up: 2/21/2019 Slump Range: NA Air % Range: NA Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: 0 Does Not Conform: 0 COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) Strength Fracture Type (psi) (other than cone) 1 2/27/19 2 3/20/19 3 3/20/19 4 3/20/19 7 4 x 8 12.56 8.9 70,090 5580 28 4 x 8 12.56 8.8 87,880 7000 28 4 x 8 12.56 8.8 84,310 6710 28 4 x 8 12.56 8.8 86,400 6880 *= Discarded Tested in general accordance to: ASTMC39 Ej ASTMC617 0 Copies to: ❑ Client ❑Q Engineer 0 Owner Contractor ❑ Architect 0 Building Dept ❑Q Batch Plant ❑ Others ASTMC1231 ❑ Technical Responsibility: 5 3 5 5 alter H risen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0761 CONCRETE REPORT Report Number: RC364576 Permit Number: 018-0215 Project: Boeing - Bldg. 9-101 ADC Thermoplastic Press Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Inspector(s): Joseph Tester Date: 2/20/2019 Address: Building 9-101, Tukwila Description/Location: Inspected reinforcing steel and concrete placement for the new 4" housekeeping pad between columns Y19 and Z19. The inspected work was found to be done in accordance with the approved project documents (per typical concrete pad detail IS299. Rebar Verified: Yes 2/20/2019 Joseph Tester (Grade 60) Mfg: Cascade Placement Data Stoneway 5500-A 4"±l" 0.48 NA 2.5 Wheelbarrow Yes Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: 3000 psi @ 28 days Sampling and Testing Data Time ASTM C 172, C 31 Made Cast Samples: 1-4 11:40 am Design El Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Actual El 517# Type: 1/1I 1444# 1931# 3/4" Batch Weights/Cubic Yard 250# 21 oz. ADVA Cubic Water Slump Air % : Conc.Temp Yards Added C 143 C 231 C.1064 2.50 0 gal. 4" NA% 66°F Slag (lbs): Ambient Truck Ticket Temp No. No. 70°F 507 955436 Weather: Inside Date Samples Picked Up: 2/21/2019 Slump Range: NA Air % Range: NA Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: j Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Date Cure 1 2/27/19 * = Discarded Tested in general accordance to: ASTMC39 0 ASTMC617 ❑ Age (Days) 7 Size (in.) 4x8 Area Weight Max Load (Sq.In.) (Lbs.) (Lbs.) 12.56 8.9 70,090 Copies to: ❑ Client j Engineer 0 Batch Plant Owner�/❑ Contractor ❑ Others ❑ Architect El Building Dept Strength (Psi) 5580 Fracture Type (other than cone) 5 ASTMC1231 ❑ Technical Responsibility: REL. alter an sen, Project Manager VEp CITY OF TUKWILA APR 1 8 2019 PERMIT CENTER This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0761 CONCRETE REPORT Report Number: RC364576 Permit Number: D18-0215 Project: Boeing - Bldg. 9-101 ADC Thermoplastic Press Address: Building 9-101, Tukwila Inspector(s): Joseph Tester Description/Location: Rebar Verified: Yes Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 2/20/2019 Inspected reinforcing steel and concrete placement for the new 4" housekeeping pad between columns Y19 and Z19. The inspected work was found to be done in accordance with the approved project documents (per typical concrete pad detail IS299. 2/20/2019 Joseph Tester (Grade 60) Placement Data Stoneway 5500-A 4"±-1" 0.48 NA 2.5 Wheelbarrow Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Yes Required Strength: 3000 psi @ 28 days Sampling and Testing Data Time ASTM C 172,'c 31 . Made Cast Samples: 1-4 11:40 am Design;© Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Cubic : Water Slump Yards Added . , C 143 2.50 0 gal. Mfg: Cascade Actual ❑ 517# Type: I/1I 1444# 1931# 3/4" Batch Weights/Cubic Yard 250# 21 oz. ADVA Air % ', Conc.Temp C231 01064 4" NA% 66°F Weather: Inside Date Samples Picked Up: 2/21/2019 Slag (lbs): Ambient Truck Ticket Temp No. No. 70"F 507 955436 Slump Range: NA Air % Range: NA Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM c31, Exclude 031-10.1.2 Comments REINFORCING/PLACEMENT: Conforms:ID Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Number Date Cure (Days) 1 2/27/19 2 3/20/19 3 3/20/19 4 3/20/19 • = Discarded Tested in general accordance to: ASTMC39 Size Area Weight Max Load (in.) (Sq.ln.) (Lbs.) (Lbs.) 7 4 x 8 12.56 Strength Fracture Type (psi) (other than cone) 28 4x8 12.56 28 4 x 8 12.56 28 4 x 8 12.56 Copies to: ❑ Client ❑Q Engineer (J Batch Plant El Owner El Contractor 0 Others ❑ Architect 0 Building Dept 8.9 70,090 5580 5 8.8 87,880 7000 3 8.8 84,310 6710 8.8 86,400 6880 ASTMC617 ❑ ASTMC1231 0 Technical Responsibility: 5 5 nsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0761 Project: Address: Inspector: PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: Boeing — Bldg. 9-101 ADC Thermoplastic Press Building 9-101, Tukwila Dwayne Helgeson Description/Location: 372184 Permit Number: D18-0215 Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -M, Seattle Date: 2-05-2019 Inspected the epoxy grouted installation of (58) #4 reinforcing steel dowels into existing concrete slab for new equipment housekeeping slab between columns Y19 and Z19 in 9-101 Building. The inspected work was found to be done as per approved project documents. Intended Use: Slab dowels Building Code & Year: 2015 IBC Reference Standard(s) Used: RECgffer CITY OF TUKWILA FEB 2 5 2019 Copies to: Client X Engineer OthepERMIT CENTER X Owner X Contractor echnical Responsibility: Architect X Building Dept. Conforms X Does Not Conform altar Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -86-02 (Rev. 05/13) ►Zi Reinforcing Steel ® All Thread Bar/Dowel Size & Quantity: #4 (58) Anchor Size & Quantity: Rebar Manufacturer: Cascade Type of Steel (ASTM): Grade: ■ A-36 ■ F-1554 • A-307 Rebar Grade: 1 40 60 ■ Other: ■ 36 ■ 50 ■ 75 ■ Other: Type of Bar: ►.1 A-615 1 A-706 IN A-775 IN Other: Special Ductile Quality (SDQ): ■ Yes No Anchor Length: 20" Hole Depth: 6" Required Embedment: 6" Hole Diameter: 5/8" Concrete Thickness: N/A Concrete Strength: N/A Horizontal Hole Orientation: ►1 Vertical Down ■ Vertical Up ■ Base Material: 1 Normal Weight Concrete 1 Light Weight Concrete ■ CMU 1 Brick ■ Composite Deck Compressed Air PSI: 120 Hole Cleaning: 0 Compressed Air • Hand Pump ■ Other: Hole Condition: Brushed: 0 Yes • No L Dry • Damp ■ Water Saturated 1 Submerged Approved Diamond Cored Drill Bit (ANSI B212.15): X4 Yes IN No Hole: 1 Yes 0 No Adhesive Type: Hilti Hit RE 500 V3 Expiration Date: 11/2019 ICC ESR #: 3814 Weather: Indoors Ambient Temperature: 70°F Substrate Temperature: 58°F Reference Standard(s) Used: RECgffer CITY OF TUKWILA FEB 2 5 2019 Copies to: Client X Engineer OthepERMIT CENTER X Owner X Contractor echnical Responsibility: Architect X Building Dept. Conforms X Does Not Conform altar Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -86-02 (Rev. 05/13) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing ,14 CONCRETE REPORT Job Number: 18-0761 Report Number: RC354864 Permit Number: D18-0215 Project: Boeing - Bldg. 9-101 ADC Thermoplastic Press Client: Boeing Shared Services Group Address: Building 9-101, Tukwila Address: PO Box 3707 M/C 6X -AA, Seattle Inspector(s): Scott Hoobler Date: 11/20/2018 - - - - Description/Location: Inspected reinforcing steel and concrete placement for slab for thermoplastic press. The inspected work was found to be done as per approved project documents. Rebar Verified: Yes 11/20/2018 Scott Hoobler (Grade 60) Mfg: Cascade Supplier: Mix Number: Slump Spec: W/C Ratio Spec: .48 Air Spec: Total Yards: Placed Via: Consolidated: Placement Data Stoneway 5500-A 5 1 1 165 Pump Yes :DesignjJ Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): •Actual 11 Batch VVeiglits/Cubic Yard 517# Type: I/11 1444# 1931 lbs. 3/4" 250# 10.3 oz. ADVA Slag (lbs): Required Strength: 3000 psi @ 28 days Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. Igo. Cast Samples: 1-4 8:27 am 33.00 10 gal. 6" 63°F 53°F 456 930936 Weather: Foggy Slump Range: 6" to 7" Air % Range: Date Samples Picked Up: 11/21/2018 Initial Curing Method: ASTM 031, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude 031-10.1.2 REINFORCING/PLACEMENT: Conforms: 1 Does Not Conform: 111 COMPRESSIVE TEST RESULTS Specimen Number Test Date Field Cure 1 11/27/18 2 12/18/18 3 12/18/18 Age (Days) 7 28 Size Area Weight Max Load Strength Fracture Type (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 4 x 8 12.56 8.9 66,560 5300 5 4 x 8 12.56 9 87,850 6990 3 28 4 x 8 12.56 8.9 4 12/18/18 28 4 x 8 12.56 8.9 *= Discarded Tested in general accordance to: ASTMC39 j ASTMC617 [1] ASTMC1231 11] 85,150 6780 85,640 6820 Copies to: Architect [1] Building Dept El Owner III Contractor 11] Others R EC EtilEtE3I Responsibility: 11 Client El Engineer Batch Plant CITY OF TUKWILA a ter Hansen, Project Manager 3 3 DEC 2 6 2018 ?EMIT CENTER This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 18-0761 Report Number: RC354864 Project: Boeing - Bldg. 9-101 ADC Thermoplastic Press Address: Building 9-101, Tukwila Inspector(s): Scott Hoobler Permit Number: D18-0215 Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 11/20/2018 Description/Location: Inspected reinforcing steel and concrete placement for slab for thermoplastic press. The inspected work was found to be done as per approved project documents. Rebar Verified: Yes 11/20/2018 Scott Hoobler (Grade 60) Mfg: Cascade Placement Data Supplier: Stoneway Mix Number: 5500-A Slump Spec: 5"-7" W/C Ratio Spec: .48 Air Spec: Total Yards: 165 Placed Via: Pump Consolidated: Yes Required Strength: 3000 psi @ 28 days Sampling and Testing Data Time ASTM C 172, C 31 Made Cast Samples: 1-4 8:27 am Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Actual [] 517# Type: 1/1I 1444# 1931 lbs. 3/4" Batch Weights/Cubic Yard 250# 10.3 oz. ADVA Cubic Water Stump Air % Yards Added C 143 C 231 33.00 10 gal. 6" Slag (lbs): Conc.Temp Ambient Truck Ticket C 1064 Temp No. No. 63°F 53°F 456 930936 Weather: Foggy Slump Range: 6" to 7" Air % Range: Date Samples Picked Up: 11/21/2018 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: 1Y Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Age Date Cure (Days) 1 11/27/18 7 *= Discarded Tested in general accordance to: ASTMC39 V ASTMC617 ❑ Size (in.) 4x8 Area Weight Max Load (Sq.ln.) (Lbs.) (Lbs.) 12.56 8.9 66,560 Copies to: Client L] Engineer C Batch Plant II Owner Contractor ❑ Others (-] Architect Building Dept ASTMC1231 Ci Technical Responsibility: RECEIVED CITY OF TUKWILA DEC 202018 PERMIT CENTER Strength Fracture Type (psi) (other than cone) 5300 5 Iter Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 384160 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Boeing - Bldg. 9-101 ADC Thermoplastic Press Building 9-101 Boeing Shared Services Group Permit Number: Job Number: Client Address: D18-0215 18-0761 PO Box 3707 M/C 6X -AA, Seattle Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Inspector: and Date Other (specify): Reinforcing Steel Welding Ernest Leimkuhler Remarks On site for cont'nuous visual inspection of reinforcing steel welds to AWS D1.1, D1.4, AISC 360, 10/30/2018 IBC 2015, and signed approved documents. Items Inspected: Rework of trenches in existing slab floor. Per: RFI -003, At: W.3 -Y.7/17.3-18.3, Main floor 1. Attachment of reinforcing steel to existing trench edge embeds. 2. (115) #8 A615/A706 Grade 60 reinforcing steel bars welded on -end to existing angle iron embeds. 3. Filler metal SelectArc 820 -Nil Welder: Arthur J. Robey, WABO #W13919, Jan. 1, 2019 Structural SMAW, FCAW, Reinforcing steel FCAW All inspected items conform to previously noted standards. Conforms Copies to: Client X Engineer X Owner X Contractor Architect X Building Dept. Others RECEIVED CITY OF TUKWILA NOV 2 9 2018 PERMIT CENTER Technical Responsibility: ter Han en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Foran No.: ADMIN -63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 18-0761 Report Number: RC363820 Permit Number: D18-0215 Project: Boeing - Bldg. 9-101 ADC Thermoplastic Press Address: Building 9-101, Tukwila Inspector(s): Dwayne Helgeson Description/Location: Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 10/16/2018 Inspected the placement of reinforcing steel and concrete for interior foundation stem walls at gridlines X.5 - Y.5/17.5 -18.3. The inspected work was found to be done as per approved project documents. Rebar Verified: Yes 10/16/2018 Dwayne Helgeson (Grade 60) Placement Data Supplier: Stoneway Mix Number: 448174 Slump Spec: W/C Ratio Spec: .43 Air Spec: N/A Total Yards: 16 Placed Via: Pump Consolidated: Yes Required Strength: 4000 psi @ 28 days Sampling and Testing Data Time ASTM C 172, C. 31 Made Cast Samples: 1-4 12:50 pm Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Mfg: Cascade Actual j Batch Weights/Cubic Yard 450# Type: I/11 1428# 1943 lbs. 3/4" 230# 25 oz. ADVA, 21 oz. ZYLA 630 Cubic Water Slump ;' Air % :: Conc.Temp, Yards Added C 143 . C 231: ` C 1064 11.00 10 gal. 5.25" N/A 70°F Slag (lbs): 80# Ambient Truck Temp No. 63°F 503 Ticket No 916568 Weather: Inside Date Samples Picked Up: 10/17/2018 Slump Range: Air % Range: Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: Comments REINFORCING/PLACEMENT: Conforms: 0 Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Date Field Cure 1 10/23/18 2 11/13/18 - 3 11/13/18 4 11/13/18 = Discarded Tested in general accordance to: Copies to: ❑ Client Engineer ❑�/ Owner Contractor ❑ Architect Building Dept Age Size Area Weight Max Load (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) 7 4 x 8 12.62 8.8 57,160 28 4 x 8 12.62 8.8 75,750 ASTM C31, Exclude C31-10.1.2 Strength Fracture Type (psi) (other than cone) 4530 6000 28 4 x 8 12.62 8.9 77,680 6160 28 4 x 8 12.62 8.9 79,850 6330 ASTMC39 IJ ASTMC617 ❑ ASTMC1231 LI ❑d Batch Plant ❑ Others ,�y rEIVED Tectan►'fREC�' AILA NOV 15 2018 PERMIT CENTER 3 3 sen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0761 CONCRETE REPORT Report Number: RC363820 Permit Number: D18-0215 Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 10/16/2018 Project: Boeing - Bldg. 9-101 ADC Thermoplastic Press Address: Building 9-101, Tukwila Inspector(s): Dwayne Helgeson Description/Location: Rebar Verified: Yes Inspected the placement of reinforcing steel and concrete for interior foundation stem walls at gridlines X.5 - Y.5/17.5 -18.3. The inspected work was found to be done as per approved project documents. 10/16/2018 Dwayne Helgeson (Grade 60) Mfg: Cascade Placement Data Stoneway 448174 5"±l" .43 N/A 16 Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Pump Consolidated: Yes Required Strength: 4000 psi @ 28 days Sampling and Testing Data Time ASTM C 172, Cast Samples: 1-4 12:50 pm Design: EI: Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Actual ;LI Batch Weights/Cubic Yard 450# 1428# 1943 lbs. 3/4" 230# 25 oz. ADVA, 21 oz. ZYLA 630 `: Cubic WaterSlump Air Yards Added C 143 C.-2312 11.00 10 gal. 5.25" N/A Slag (lbs): 80# Conc.Temp Ambient C,1064 Temp 70°F 63°F Truck-- No 503 Ticket - 916568 Weather: Inside Slump Range: Air % Range: Date Samples Picked Up: 10/17/2018 Initial Curing Method: Asan C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exdude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Date Cure Age Size Area Weight Max Load Strength Fracture Type (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 10/23/18 7 4 x 8 12.62 8.8 57,160 4530 = Discarded Tested in general accordance to: ASTMC39 0 ASTMC617 ❑ Copies to: ❑ Client ❑Q Engineer © Batch Plant 0 Owner V Contractor ❑ Others ❑ Architect 0 Building Dept ASTMC1231 ❑ Technical Responsibility: 3 er Hansen, Project Manager RECEIVED CITY OF TUKWILA NOV 0 2 2013 PERMIT CENTER This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 18-0761 Report Number: RC363812 Project: Boeing - Bldg. 9-101 ADC Thermoplastic Press Address: Building 9-101, Tukwila Inspector(s): Dwayne Helgeson Description/Location: Rebar Verified: Yes Permit Number: D18-0215 Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 10/1/2018 Inspected the placement of reinforcing steel and concrete for foundation walls at new ADC thermoplastic press exterior, East West and South walls. The inspected work was found to be done as per approved project documents, 10/2/2018 Dwayne Helgeson (Grade 60) Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Stoneway 448174 5"t1" 0.43 NA 33 Pump Yes Required Strength: 4000 psi @ 28 days Sampling and Testing Data Time • :ASTM:C 172, C 31 Made Cast Samples: 1-4 7:30 am Mfg: Design:: Actual J Batch Weights/Cubic Yard Cement (lbs/type): 450# Type: 1/II Fine Agg. (lbs): 1461# Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Cubic Yards 11.00 1951 lbs. 3/4" Slag (lbs): 80# 230# 26.5 oz. ADVA, 21.2 oz. ZYLA 630 Water ',Slump Air %,., Added C 143 C 231: 10 gal. 43/4" • Conc Temp, c:1064 72°F • Ambient Truck; Ticket Temp No No 62°F 403 909068 Weather: Inside Date Samples Picked Up: 10/2/2018 Slump Range: 4 3/4" - 5" Air % Range: Initial Curing Method: ASTM C31, Exclude C31-12.1.6 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments' REINFORCING/PLACEMENT: Conforms:111 Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Age Date Cure (Days) Size Area Weight Max Load (in.) (Sq.ln.) (Lbs.) (Lbs.) Strength Fracture Type (psi) (other than cone) 1 10/8/18 2 10/29/18 3 10/29/18 4 10/29/18 7 4 x 8 12.56 8.9 79,350 6320 28 4 x 8 12.62 8.9 95,670 7580 28 4 x 8 12.62 8.9 94,480 7490 3 5 3 28 4 x 8 12.62 8.9 94,340 7480 *= Discarded Tested in general accordance to: ASTMC39 ASTMC617 ❑ ASTMC1231 ❑ Copies to: ❑ Client LI Engineer Batch Plant Owner J Contractor ❑ Others ❑ Architect 0 Building Dept Technical Responsibili E CEIVEO a CITY OF TUKWILA ter Hansen, Project Manager NOV 0 2 2018 3 PERMIT t� glA This report applies only to the items tested or reported and is the exclusive property of Ot ssociates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 MAYES TESTING ENGINEERS, INC A 1I?rracan COMPANY October 30, 2018 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attn.: Building Official Re: Lantern Landing 1233 Andover Park E Tukwila, WA Project No. M8181015 FINAL LETTER Permit: D17-0193 Se deOAice 20225 Cedar ValeyRoad Suie 110 Lyrrmcod, WA 98:C6 ph425.742.9360 fax 425.745.1737 MCOMOffice 10029S. Tacoma Way Suis E-2 Tacc na, WA96499 ph 253.584.3720 fax253.584..5N/ Pa9ardOf6ce 7911PE33rdcte Sue 190 %bid.OR 97211 ph 503281.7515 fax503281./5i9 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Base Plate Grout • Lateral Load Resisting Framing • Proprietary Anchors 1. Epoxy Grouted Anchors 2. Epoxy Grouted Dowels • Reinforced CMU Masonry • Reinforced Concrete — Cast in Place • Structural Steel Erection 1. Welding 2. Steel Decking • Structural Steel Fabrication 1. Welding RECEIVED CITY OF TUKWILA NOV 0 2 2018 PERMIT CENTER To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, Mayes/ ting Engi r OTTO ROSENAU & ASSOCIATES. INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0761 Project: Address: Inspector: PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: Boeing — Bldg. 9-101 ADC Thermoplastic Press Building 9-101, Tukwila David Hurum 372390 Permit Number: Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -M, Seattle Date: 10/9/2018 D18-0215 Description/Location: Inspected the epoxy grouted installation of (226) #4 bar reinforcing steel dowels with a 90° -bend as reinforcement for slide bolster walls at 12" on center, each face. The inspected'work was found to be done as per approved project documents. Intended Use: Reinforcing steel dowels for slide bolster walls Building Code & Year: 2015 IBC & Tukwila AMDS Plans by KPFF dated 7/10/2018, Sheet IS303, Detail B, Copies to: Client X Engineer X Owner X Contractor Architect X Building Dept. Others commen CITY OF TUKWILA OCT 31 2018 PERMIT CENTER Technical Responsibility: alt-' ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -86-02 (Rev. 05/13) Reinforcing Steel ® AH Thread Bar/Dowel Size & Quantity: #4 (226) Anchor Size & Quantity: Rebar Manufacturer: Cascade Type of Steel (ASTM): Grade: • A-36 ■ F-1554 • A-307 Rebar Grade: ■ 40 : 60 ■ Other: ■ 36 ■ 50 ■ 75 ■ Other: Type of Bar: ►5 A-615 ■ A-706 ■ A-775 ■ Other: Special Ductile Quality (SDQ): ■ Yes ►5 No 46" x 3'-1" & 6" x 3'- Anchor Length: Hole Depth: 8"+ Required Embedment: 8" Hole Diameter: 5/8" Concrete Thickness: Slab Concrete Strength: 3000 psi design Horizontal Hole Orientation: ►1 Vertical Down ■ Vertical Up ■ Base Material: Normal Weight Concrete ■ Light Weight Concrete ■ CMU ■ Brick ■ Composite Deck , Compressed Air PSI: 110 Hole Cleaning: Compressed Air ■ Hand Pump • Other: Hole Condition: Brushed: ►/ Yes 1 No ►:4 Dry ■ Damp ■ Water Saturated ■ Submerged Approved Diamond Cored Drill Bit (ANSI 8212.15): Yes ■ No Hole: ■ Yes ■ No Adhesive Type: Hilti Hit RE 500 V3 Expiration Date: 6/2019 ICC ESR #: 3814 Weather: Indoors ' Ambient Temperature: 72°F Substrate Temperature: 70°F Plans by KPFF dated 7/10/2018, Sheet IS303, Detail B, Copies to: Client X Engineer X Owner X Contractor Architect X Building Dept. Others commen CITY OF TUKWILA OCT 31 2018 PERMIT CENTER Technical Responsibility: alt-' ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -86-02 (Rev. 05/13) 9 ! OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Reference Standard(s) Used: Conforms X Does Not Conform Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0761 Project: Address: Building 9-101, Tukwila Inspector(s): Dwayne Helgeson CONCRETE REPORT Report Number: RC363812 Boeing - Bldg. 9-101 ADC Thermoplastic Press Description/Location: Rebar Verified: Yes Permit Number: D18-0215 Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 10/1/2018 Inspected the placement of reinforcing steel and concrete for foundation walls at new ADC thermoplastic press exterior, East West and South walls. The inspected work was found to be done as per approved project documents, 10/2/2018 Dwayne Helgeson (Grade 60) Placement Data `'- Stoneway 448174 5"±1" 0.43 NA 33 Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Pump Consolidated: Yes Required Strength: 4000 psi @ 28 days Sampling and Testing Data Time ASTM .0 172,.0 31, -. Made Cast Samples: 1-4 7:30 am Design 1 Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Cubic - Yards 11.00 Mfg: Actual _❑ 450# Type: 1/1I 1461# 1951 lbs. 3/4" Batch Weights/Cubic Yard 230# 26.5 oz. ADVA, 21.2 oz. ZYLA 630 Waterf.. Slump Air %`,. Added. C•143"'' C 231 10 gal. 43/4" Conc.Temp Ambient Truck- Ticket,;. C 1064 Temp ! No. No 72°F 620F 403 909068 Slag (lbs): 80# Weather: Inside Date Samples Picked Up: Slump Range: 4 3/4" - 5" Air % Range: 10/2/2018 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: • ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: El Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Age Size Date Cure (Days) (in.) 1 10/8/18 7 4 x 8 12.56 8.9 • = Discarded Tested in general accordance to: ASTMC39 ❑� ASTMC617 ❑ ASTMC1231 ❑ Area Weight Max Load Strength Fracture Type (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 79,350 6320 Copies to: ❑ Client Engineer 111 Batch Plant M Owner 0 Contractor El Others ❑ Architect ❑� Building Dept Technical Responsibility: 3 alter , Project Manager RECEIVED CITY OF TUKWILA OCT 252018 PERMIT CENTER ansen This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -62-04 (Rev 09/06) Page 1 of 1 9ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0215 DATE: 07/16/18 PROJECT NAME: BOEING #9-101 - THERMOPLASTIC PRESS SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Revision # Response to Correction Letter # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division 11S N//�— Public Works Adf 8-2—t Fire Prevention Structural ❑ 11/ Planning Division Permit Coordinator it PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/17/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n DUE DATE: 08/14/18 Approved with Conditions Ty] Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW D Staff Initials: 12/18/2013 BNBUILDERS INC 6111114 Washington State Department of Labor & Industries Home Espanol Contact. Safety & Health Claims & Insurance A -Z Index Help My t,8:1 Workplace Rights Trades & Licensing BNBUILDERS INC Owner or tradesperson Principals BASTIAN, BRADLEY JAMES, PRESIDENT FINLAY, RICHARD MORSE, CHIEF FINANCIAL OFFICER NIELSEN, JEFFREY J, VICE PRESIDENT (End: 09/07/2017) O'BRIEN, TIMOTHY D, CHIEF FINANCIAL OFFICER (End: 09/07/2017) Doing business as BNBUILDERS INC WA UBI No. 602 056 687 2601 4TH AVE STE 350 SEATTLE, WA 98121 206-382-3443 KING County Business type Corporation Governing persons BRADLEY JAMES BASTIAN JEFFREY J NIELSEN; 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. BNBUII*990K3 Effective — expiration 05/23/2001— 09/15/2019 Bond Western Surety Co Bond account no. 929643038 $12,000.00 Received by L&I Effective date 06/08/2017 06/02/2017 Expiration date Until Canceled Bond history Insurance Greenwich Insurance Company Policy no. CGG740912005 $1,000,000.00 Received by L&I Effective date Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602056687&LIC=BNBUII*990K3&SAW= 8/10/2018