Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D18-0319 - BOEING #2-088 - NEW MACHINE FOUNDATION
THE BOEING COMPANY 8123 E MARGINAL WAY S BLDG 2-088 EXPIRED 06/18/2019 D18-0319 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0001600020 Permit Number: D18-0319 8123 E MARGINAL WAY S BLDG 2-088 Issue Date: 10/25/2018 Permit Expires On: 4/23/2019 Project Name: THE BOEING COMPANY 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 THE BOEING COMPANY PO BOX 3707; M/C 46-208 , SEATTLE, WA, 98124 Phone: (206) 852-4985 Phone: (312) 544-2535 Expiration Date: 1/18/2019 DESCRIPTION OF WORK: REMOVE EXSITING SLAB ON GRADE AND PROVIDE NEW MACHINE FOUNDATION WITH AN APPROXIMATE DIMENSION OF 16' W X 25' L X 3'8" D. Project Valuation: $50,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $1,781.41 Occupancy per IBC: Water District: TUKWILA Sewer District: 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: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: -AN; Date: W ---?'J —r 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: Date: l6 42-5-7207g 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: 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. 6: 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. 7: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: 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. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: 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. 15: 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. 16: 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 4037 SI -CAST -IN-PLACE 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4035 SI -SOILS CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 016 0' 7/ Project No. 1 Date Application Accepted: 0 1 146 Date Application Expires: 11' {e' (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 _ 8g ,4'/4 Z(1 !/ Site Address: ff2 King Co Assessor's Tax No.: 0001600020 7 East Marginal Way S, Tukwila, WA 98108 Tenant Name: The Boeing Company PROPERTY OWNER Name: Martin Probst - The Boeing Company Name: The Boeing Company Cit': Seattle State: WA Zip: 98124 Address: PO Box 3707; M/C 46-208 Email: martin.r.probst@boeing.com 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 Cit': Seattle State: WA Zip: 98124 Phone: (206) 852-4985 Fax: (253) 657-4659 Email: martin.r.probst@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: 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 Contr Reg No.: BOEINC*294ML Exp Date: 01/18/2019 Tukwila Business License No.: 178-005-030 H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised. August 2011 bh Suite Number: 2-88 Bldg Floor: 1 New Tenant: ❑ Yes ®..No ARCHITECT OF RECORD Name: The Boeing Company Company Name: The Boeing Company Company Name: Engineer Name: David Lyttle Architect Name: City: Seattle State: WA Address: Phone: (206) 662-2531 Fax: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: The Boeing Company Company Name: The Boeing Company City: Seattle State: WA Zip: 98124 Engineer Name: David Lyttle Address: PO Box 3707; M/C 46-207 City: Seattle State: WA Zip: 98124 Phone: (206) 662-2531 Fax: Email: david.w.lyttle@boeing.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 INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 50,000 Existing Building Valuation: $ 18,075,400 Describe the scope of work (please provide detailed information): Remove existing slab on grade and provide new machine foundation with an approximate dimension of 16' W x 25' L x 3'8" D. Will there be new rack storage? ❑ Yes V.. 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): 1,306,364 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: 0 Sprinklers VI Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Ili No If "yes', attach list of materials and storage locations on a separate 8-1/2"x II" 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 1st Floor 81,648 400 0 0 II -N B & F1 2nd Floor 960 0 0 0 N/A N/A 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): 1,306,364 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: 0 Sprinklers VI Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Ili No If "yes', attach list of materials and storage locations on a separate 8-1/2"x II" 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 PUBLIC WORKS PERMIT INFORMATION- 206-433-0179 Scope of Work (please provide detailed information): Remove existing slab on grade and provide new machine foundation with an approximate dimension of 16' W x 25' L x 3'8" D. 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 Q ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. 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): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...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 0 ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis 0 ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ..• .Total Cut 54 cubic yards ❑ .. Work in Flood Zone ..• .Total Fill 54 cubic yards 0 .. Storm Drainage 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 0 .. Grease Interceptor 0 .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding 0 ...Permanent Water Meter Size... WO # O ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size WO # ❑...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer ❑ ...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 On Line\201 I Applications\Permit Application Revised - 8-9-11.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). 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION ANI) 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 OVI�OR AG�7Lll-OR1G 'NT: Signature: Print Name: Martin Probst - The Boeing Company Mailing Address: PO Box 3707; M/C 46-208 H:\Applications\Forms-Applications On line\2011 Applications\Fermit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 10/12/2018 Day Telephone: (206) 852-4985 Seattle WA 98124 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS 1 ACCOUNT QUANTITY I PermitTRAI< PAID $19.06 D18-0319 Address: 8123 E MARGINAL WAYS BLDG 2-088 Apn`. 0001600020 $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 B640.237.114 0.00 TOTAL FEES PAID BY RECEIPT: R15711 $18.50 $19.06 Date Paid: Thursday, October 25, 2018 Paid By: MARTIN PROBST Pay Method: CREDIT CARD 020747 Printed: Thursday, October 25, 2018 1:43 PM 1 of 1 40. SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT PermitTRAK I QUANTITY PAID $1,762.35 D18-0319 Address: 8123 E MARGINAL WAY S BLDG 2-088 Apn: 0001600020 $1,762.35 Credit Card Fee $51.33 Credit Card Fee R000.369.908.00.00 0.00 $51.33 DEVELOPMENT $1,660.89 PERMIT FEE R000.322.100.00.00 0.00 $1,002.66 PLAN CHECK FEE R000.345.830.00.00 0.00 $651.73 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $50.13 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15609 R000.322.900.04.00 0.00 $50.13 $1,762.35 Date Paid: Friday, October 12, 2018 Paid By: MARTIN PROBST Pay Method: CREDIT CARD 080883 Printed: Friday, October 12, 2018 2:51 PM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 10/25/2018 01:42:14 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********9321 K TRAN AMOUNT: $19.06 APPROVAL CD: 020747 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 http s : //classic. convergepay. com/V irtualMerchant/transaction. do?dispatchMetho d=printTr... 10/25/2018 0 o CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 10/12/2018 02:50:40 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********9321 K TRAN AMOUNT: $1,762.35 APPROVAL CD: 080883 RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 10/12/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 10/12/2018 02:50:40 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********9321 K TRAN AMOUNT: $1,762.35 APPROVAL CD: 080883 RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 10/12/2018 II =30 Poaz_ INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ppe-id6 P-88 Type of Inspection: s...= .4.,it_..5 /t•+6 Address: 8/23 442 4v4c-1 et.D4 Date Called: 2-c 8 Special Instructions: 4/4214k- ?a/0").1b4 )O, jo — l\ CZ) aJ(- I1=3o Date Wanted: a.m. /2`Zo ie .m. Requester: SE Phone No: 2.53 s1? ehat, KApproved per applicable codes. LJ Correctio ire for to CO MENTS: 9 t`" OK- 0 - # pei-. ,_Sii, fle.oz.s 1 a , _re., & iiv-rd k 1 .5 1 fr 110, Inspector# REINSPECTION FEE R P UIRED. Prior to next inspection, fee must be Date/Z- paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit big -Q31? PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pr �ectt::�,� �\ �1 41(L �1 8�� T e of Inssppec�tiion: ���yy (�D.� /J✓ f���+`-C gtir� 2 64 Date C�jlOe`�\ Wanted: Special Instructiongii .1,c, lt 2 W �. rr 8 W � ate ^— Requester �–-- Tr– CC �� "" - Phone 3 ly 0 DApproved per applicable codes. Corrections required prior to approval. COMMENTS: y, oej Fin0-47-c ht' 1-5 T L `P -f-- sesriJ 1416nd O!� 'jo eaks-- Inspector: ga002.... Date: 20/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. •11 riLrol STRUCTURAL CALCULATIONS MAZAK HCN 10800 FOUNDATION PLANT 2, WA BUILDING 2-88 W.O. No. W5752566 •,.,ar -1* • • 'M'� ^t''� • WEST CORRIDOR ENGINEERING FACILITIES & ASSET MANAGEMENT Prepared By Date juN 18 28 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 3 2013 City of Tukwila BUILDING DIVISION David W. Lyttle, PE SE October 10, 2018 D19- a3�q RECEIVED CITY OF TUKWILA OCT 1 2 :2018 PERMIT CENTER 0 14A 4 H GN /0 6D0 /(-G4/'vE Fou A AT7©/v /1///4,4-17A-1 GO N`F-/ fa (..//0-A-77 OA/ /v /4424- . ©w6- Pt. C2- 27S- 7-v- o pg 1, AA A- N E; LA -}8/ '-; - 99, 200 Pz /-14 Z,Ar/G 3 A--e.f44JA✓rGk7zo 4J w/7 NG Q v /P/Lr L�rt>T �'�lLa��v�-�' i>cAi (42.€J 9(.S - G -7© 9 9t.1AJ Art©.0 L._,.4 `Ya u7- E'�"7z AA/4 Z*/ / AJA.477pA./ 2)G{..) - ©-27s- .5O/4-c� frg �c�vNh oN ov?-L//vE ys' !VI/NGR-riire4 £ �-P77-1 3A 0n.' 7�/S /-i 4z�!< Diz .//.vC J A-5 t•-•(--1-1.-- -4f S/Ze 462 t2 c $jGdG.k"- e. TS (poClG F 2ra Anice4 7Z. /3e74-1-..5" , 7",4-(e- 47e, L.-71-5 A7Zc' '/2-7v/4"--I4Z4- . 4 grze-c-/S5 ,4 --77-611,_/ L.tl TZ -t -E- I3LA,Gto ars' 6 L/JZ ,(16- ,iv ..(.yAZ-t-A '77e)A 7-1--, ! re_o c-/-rs. fl 4A, AG6 t3Y ,-fAz--c -i,&E (A41,4-Zr-r --"oC/N 4A -r? O(/ 4,74..„4-24.,/ , 16.X : (A -.4c. -)) 2 r g8 — /-5-Co / y 472 -7 -/,Az- 7irLs7- p'Loa-z SCS PG40.1 2 7 FcooTz 4-8 Fo. v cjt 17 OA, f't.4AI "oUnJL�/kr7OA../ PLAN /4-4i4 />&7.fNC.S 2 . `7-•11"6 Mv77,Pnt7)4-4 077A.//l Ai-t-ce-4-44./SDC, /4"Se=-. 77A/ 67 'I i- t &) 7�/P/CstzL y v$e , .S) �SS�vLLy ,moi Th'Z.S ,517E, ENGR pg%_ J9 /' REVISED DATE �j 4 -z,4 -v / pg 7T /'-7/t/�/ 4.4'i741.V $1696 2-08 CHECK APR APR BOE/NG t 14o D150072070 REV (11 JAN 2011) BOEING is a trademark of Boeing Management Company 6- 2f & f 7 ',/ 6 N 7-07:41- Aiza • - 303.81* 29,7 tin 333, X72 2 f,'b,v, / J '2E 77-1-e Z-?, 7 ! 1 /N v.s 303 -S 1-13 (C- NIe.__\14r7t4) r(7.57- /4,5, b2/Z1,9 ecE WE/ 6?6,7- Ay /C,oc:7 co, S ?(Z��-' 0 ?/4A -r; loo, 3z 9 7r s f 303, (3, 7J (/ PGJ ` s -SI ps-f Grz-as: f 1Sa?G D�SPLAG&P N ,3z9 = 880 ps f C3- (e 7) (7/5 /4 , f 2 Zfs7c-- a 6)/p �--w g,,51‹? 422. = 4,3-8 „ sir < /ff-e,C) ,s -7C D /C V 7z -T7 c.kL LO.&I}S P N L y) /2E7AJ 7I C/,vG (0.7S;if /v (/Z ") ``i - O.. 003 S 3 > ©, oo/calG 78 z) ('Z) _ 2 Q� ! o Z" !h - 3,5 - 0,(901‹? < _ a ©vv =0,0033 `) X44 n , r,U/e&o, /-4.s ,fzeree ge < 63.106 v419� = 0, 00/4 ENGR %7%i(A_,- /4`%l0g REVISED DATE /44 ?A1 /2%fiOD P-,cJNA,4-"7 Ost./ Zs /34P6 08 CHECK APR gl_APR BOE/NG 07 0150072070 REV (11 JAN 2011) BOEING is a trademark of Boeing Management Company 0 0 ---Z5.f4/ = O, 4 a. SA,S /Alf, (':,-) Ss - /-3" sus z s. 7 /wEcq JZr ('eO 4 v G-t_,aSS Lj — 7'y!'s,, t S/G,c.> GR+t�C 7/ly /- ,e /,v = e:;10-3' Sb $ Z -f, IA /5 (d.3o) 00(i'f Uoo ) = Mit v 1). 3 0 W p •4- C o NS; 1A -1/12-72-e- 14Jf /oo o oo 4t - 3c7 00 (s -.1°69z3 - 2� 4 Z9 Asp v ) /ASE At--7'&Tz,VG9 4v aAi o.LJ / 6 - 2 Z) /.-4 -24r7 /sl ,LSC /_- ,✓ A/70,u - (g03, �j�-`^touti,A. off~ ',`3) 067, 0F..a0) lO© (S//2 -c G 3S 7,+ 6 vuc-�2 414_ N1.4-r,� A -ex -c , 1/. 2 r = (, ' .4,3 11.E D 2 =5 , G ` -i- 3 , 1 7' = 9. 07 / -13a /59 7 M DT (4, z4.....1) t.1) (2 /..43 !)(9,..-z_71) F- (FS;79k� (3 Z j = 2 f TDTAL JJ fvt aGN i. E F'bN (0,9) i/oo k - / 7 ��) = "9 7+ )5 = Z4-0 Macrfin,E r-nN -� r t- ENGR 1A(,_ /pr$ ii REVISED DATE /-41/4"7-A /0 15677 l `0 v l-A4'770,t/ Re -P6 Z-046 CHECK APR APR 6.,__4717E7FAIG J7 D150072070 REV (11 JAN 2011) BOEING is a trademark of Boeing Management Company 0 �� 1G 60A-DAJJ wore -sr 4/7p6 is /,v -t4./ dl�z z�►,+i 6,4 04- Ksf 44,4 -C -44/A, E 2).4k 1640111 /. /0/ `, C CPk /3,5i M _ 1664 /s/t)< 24014 1c2=• 1'± = 24 Ok 3o3, 8 Mar = 264' (-b3 73.5_ LA./ 7 17N ZN/ /JO VPL-'GT Oo 790 0,386, 4 rAs = (90 404 /es -f- p' -X = 1. / < /, s k's-E4e1.33 GO"456-/ZVAT'AJE,, 4rL(,5 �' 2oSS,v T A.) er/Vl��CAE) 2oifeCj 4 ilecAG seh1pAzesS✓tLE' , 3/3 - _ 2� = r/ S, M rpt' 2 �tG�G✓.v c 0.3 f1 1CT?- N /zeslsr,,a-yucE = 69. 3) (-Z40 72 is 57-2r� ENGR Ow.,/� 6? REVISED DATE M R- L / 0 so 0 Fi0U A✓��ZZb /t. J /3GD6 z"`8f CHECK APR APR el_AirAswzArAa 4 D150072070 REV (11 JAN 2011) BOEING is a trademark of Boeing Management Company 0 ..z3b%J/iJJ z A4cV Lr 't2 GE G/C 6 '14J Dd--/ %'t'Z47-67-7w/J c2 r JuAJDA-Po"1 r/Z_ 7? /4 A Al /14A- —/# \N N.f Use L 2,4 -<---o/z /-"Z Ca/Z,,At/al t h e) /,174, <<s -f - Lr 2.)(4/74)_ /,4i 14.2 2 AA 6,41) (4.96 ``J z /Z3 le /ft' ,2e.Sr-5 A -r& yrL-x ai" = 44 -- 3 -1-5 = A4 AJ lyG'ICS t c 4 ks Cn-94)o) . _ 3gti Mn - 'QS i (4 - Z) (0-q414( go k5u, (2- t;--178._) Mn = Z/89 k c - /82 Ik41- 0 tic,g'(m,2� /�4�� » 473 (17:3'> ) 23Its: 4, 9 sz ok., A- A Pix ,-(;) 0,r S C} 10 Ge, E,, coy As =62-78 /-1,:)(2jo, Aso,94;nr/ 7- NOS '- AAJGN-OPA-6Etiy M4Z/4'c LE Loc" < 244k D�HOw�Ez; 9J S ENGR pg/.//i//3 REVISED DATE- MA 7,t --z / D'sd t, j-=�OvND.4�'Z c; /kJ 8 G126' Z- e S CHECK APR APR gi___ArdsrEzisfc D150072070 REV (11 JAN 2011) BOEING is a trademark of Boeing Management Company -Ms A 4 1 6)/ -"fg " d"' f'traVg 411:Pal % 'OS FT—""""°P.7:::,..1::=1-";1:: "'"'",T4V,LT111:1 • '''a - 1 .1.,r1 lila' ' i! ir !, .. _ i -r7F-'11 I ri . ....tt.v__.••. _, 1 • . _ , I Ammo- / _ .. 1 . -,., !I •- ......___. — - s • . mos I' I ,... , t • I- IIIII .; 7•E'• lar -F 111.1!...141t mix 11-1- - - t t '..-.4, gl..,, .1 ,,,, Fisiiii- /.._..:71rer-•-•;--, —.WIllit."10i ••, ...on stl.....''-•—•.___L_ I I• . ----_. lIZ'S: 1.4.ni liWail.q 1 li ifill PALM' 1 ik~iil 1111 • • F.,...,....:...:;....•,..--- /161914 .----....,-._„„_..- --i Millataill-. . ,-----.. • • ogmraminu -,. ', al'ar- - -.5-',6 ---1-' 4 1 `" I. .. 1 _. _ - ,- .,___ 1--. - ! i 8 , • • — II I . ! 1 1 1 I WI 1 'Lll' ILI'L ...... .1.i8 -.Ti Or AO A 4 1 6)/ • Rs • iri • wr ti 1111 1:$ Ili ill! NI h!!TIP 9 m e g g €ppp b'W 0 00000 A- .0-,0C 0 0 0 4 0 0 W U cr 44 ILIF .0-,5 ql58 U) Or 00 a O ffff hoes 14111 O GENERAL NOTES g 1 P Ill 4 1 ; 1 g ! E hi el gi g-1 eh ;!! ;:1P6.i! ig iii N i 1 won -k. :- WI !gi giii X 1111 2- b 49 li gig Li § c;gi ig EigE0 : • I�'� as � >Pf� i� _ 1 n� ,z g��i a��y In ki 2 C 2 F N-ze N d 8E Mi e$ 4, n. a P- N G A A A .< lith � � u Ni P 5tig � 5 3 g ig!! k 211: 11 01 g 4 414 h rip 1 111 p 12.7.6 sed B 01 r 1 7 L � d b - 2 b,'g� 1 1 ;i RN i wilx as IlYNill IiiPM El `b 51: a_ N A JA m ¢ n r! �tl 1 exi .5 g 8 E a, 1- t .FJ tt PP YII d -i z 0 0 0 r Wart 111401/41011.111 9 a — (L1) bW m 8 1 1 9 9/ 0 U W 1n CIR Snit 9 1 1 a a O ? Z• 1 am�lam .V1 ri ..1" x ./h c -A .yl c -,z wP cmils •E EOM r Z l', 1.a \E ■al IV 4,.110 MIN Ak -416, 1111111 ISG ,ii III IN int, of % Mg : • Cm ■ _Z. H '40 .i -411 i .I -t ',A, .1l/( .... .w xa t'Z x61 .1.,I a a O ? Z• 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-1027 Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine Address: 8123 East Marginal Way South, Tukwila Inspector(s): Christopher Smith Description/Location: Inspected reinforcing steel and concrete placement for slab on grade pour back on gridlines B -B.2/6-7. The inspected work was found to be done as per A/S538 and general notes on S537 of the approved plans. Rebar Verified: Yes 12/20/2018 Christopher Smith (Grade 60) Mfg: Cascade CONCRETE REPORT , Report Number: RC364344 Permit Number: D18-0319 Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 12/20/2018 Placement Data Supplier: Cadman Mix Number: 4C40464 Slump Spec: 4±1" W/C Ratio Spec: .40 Air Spec: 4.5-1.5% Total Yards: 11 Placed Via: Pump Consolidated: Yes Required Strength: 4000 psi @ 28 days Sampling and Testing Data Time ASTM C 172, C 31 Made-- Cast ade -Cast Samples: 1-4 12:30 pm Design E 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 Actual Batch Weights/Cubic Yard 611# Type: UII 1248# 1800 lbs. 3/4" 162 lbs. 3/8" 244# 3 oz. AEA, 24 oz. POZZOLITH 80 Water Slump -` Air % Added C 143 11.00 10 gal. 4" C 231 Slag (lbs): Conc.Temp ' Ambient C 1064 Temp 4% 63°F 49°F Truck Ticket No. No. 300 204658 Weather: Inside Date Samples Picked Up: 12/21/2018 Slump Range: 4" Air % Range: 4% Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number 1 Test Date 12/27/18 Field Cure Age (Days) 7 2 1/17/19 28 3 1/17/19 28 4 1/17/19 28 = Discarded Tested in general accordance to: ASTMC39 l i ASTMC617 ❑ Size (in.) 4x8 4x8 4x8 4x8 Area Weight (Sq.ln.) (Lbs.) 12.56 8.8 12.62 8.7 92,270 7310 Max Load Strength Fracture Type (Lbs.) (psi) (other than cone) 73;360 5840 3 12.62 8.7 88,440 7010 12.62 8.8 89,840 7120 Copies to: ❑ Client ❑ Engineer V Batch Plant d❑ Owner ❑d Contractor ❑ Others ❑ Architect 0 Building Dept ASTMC1231 ❑ Technical Responsibility: RECEIVED CITY OF TUKWILA JAN 2 2 2019 3 5 3 Wal -r ansen,'Project Manager �FfiNiT CENTER This report applies only to the items tested or reported n l e 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 January 22, 2019 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com FINAL REPORT City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188-2544 Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine Permit Number: D18-0319 Address: 8123 East Marginal Way South Job Number: 18-1027 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: • Soil Compaction Testing • Reinforced Concrete — CIP • Epoxy Grouted — Reinforcing Steel Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Isaac Ruoff Project Manger RECEIVED CITY OF TUKWILA JAN 2.3 2U19 PERMIT CENTEP OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-1027 Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine Address: 8123 East Marginal Way South, Tukwila Inspector(s): Christopher Smith Description/Location: CONCRETE REPORT Report Number: RC364344 Permit Number: D18-0319 Client: Boeing Shared Services Group Rebar Verified: Yes Address: PO Box 3707 M/C 6X -AA, Seattle Date: 12/20/2018 Inspected reinforcing steel and concrete placement for slab on grade pour back on gridlines B -B.2/6-7. The inspected work was found to be done as per A/S538 and general notes on S537 of the approved plans. 12/20/2018 Christopher Smith (Grade 60) Mfg: Cascade • Placement Data Supplier: Cadman Mix Number: 4C40464 Slump Spec: 4±1" W/C Ratio Spec: .40 Air Spec: 4.5-1.5% Total Yards: 11 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 12:30 pm 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 ❑ Batch Weights/Cubic Yard 611# Type: 1111 1248# 1800 lbs. 3/4" Slag (lbs): 162 lbs. 3/8" 244# 3 oz. AEA, 24 oz. POZZOLITH 80 Cubic Water Slump Air % .: Conc.Temp Yards Added ;.0 143 `.' -C 231 C:-1064 11.00 10 gal. 4" 4% 63°F Ambient = Truck Ticket Temp No. No. 49°F 300 204658 Weather: Inside Date Samples Picked Up: Slump Range: 4" Air % Range: 4% 12/21/2018 Initial Curing Method: ASTMC31, Exclude C31-12.15 Initial Curing Temp: Comments REINFORCING/PLACEMENT: Conforms: Q Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number 1 Test Date 12/27/18 Field Cure Age (Days) 7 Size (in.) 4x8 Area (Sq.ln.) 12.56 Weight (Lbs.) 8.8 ASTM C31, Exclude C31-10.1.2 Max Load Strength Fracture Type (Lbs.) (psi) (other than cone) 73,360 5840 3 *= Discarded Tested in general accordance to: ASTMC39 0 ASTMC617 ❑ ASTMC1231 ❑ Copies to: ❑ Client ❑ Engineer El Batch Plant 0 Owner ❑Q Contractor ❑ Others ❑ Architect ❑�/ Building Dept Technical Responsibility: al er Hansen, Project Manager RECEIVED CITY OF TUKWILA JAN 16 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, IN-PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL -AGGREGATE BY NUCLEAR METHOD REPORT (ASTM D6938, WSDOT T310) Job No.: 18-1027 Report No.: 331181 Permit No.: D18-0319 Location / Station Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine Client: Boeing Shared Services Group Address: 8123 E Marginal Way S. Tukwilla Address: PO Box 3707 M/C 6X -AA, Seattle Date: 12/18/2018 Inspector: David Hurum Moisture % Type of Monitoring: LI Full Time LI Periodic ❑ None Lab Maximum Dry Densities Testing Equipment: ❑ CPN 0 Troxler ID: H3005 Wet/DS: 2089 Xi: 0.2 . H20/MS: 620 Xi: 0.6 Corrected Uncorrected Soils I.D. Sol Description Dry Density Optimum Moisture ASTM Method Dry Density Optimum Moisture Oversize % Rock 7919 Poorly graded sand with silt 110.0 12.6% 1557C 107.4 13.6% 8.2 Grade -1' 7919 119.4 11.8 106.8 110.0 97% Monitored Placement & Compaction: Yes LJ No Ll 1 Percent Compaction Required: 95% Test Location / Station Test Method Source Rod Depth +/- From Finish Grade Depth of Fill Soil ID Wet Density Moisture % Dry Density Max. Dry Density % Comp. Conforms 1 East half DT 10" Sand -1' 7919 120.3 12.1 107.3 110.0 98% Yes 2 South half DT 10" Grade -1' 7919 119.4 11.8 106.8 110.0 97% Yes 3 4 5 6 Compaction Methods & Equipment: Mini Hoe Pack BS = Backscatter DT = Direct Transmission All Density values are in PCF unless noted otherwise WSDOT jobs only: Did each test location represent two readings (initial & 90° reading) that were within 3lbs/cf of each other? If no please see below. WSDOT jobs only: If the two readings (initial & 90° reading) were not within 3Ibs/cf of each other, are retests indicated above? Yes ❑ No ❑ Yes ❑ No ❑ Comments: Exterior wall backfill. Tests for east side and south side (between new wall for machine and cut under slab). ORA Test Equipment: CPN Model #MC3 Serial Numbers: ID: A M300805837; ID: B M320706693; ID: C M39068932; ID: D M39089013 ID: E M350402593; ID ORA Test Equipment: Troxler Model #3440 Serial Numbers: ID: F 28933; ID: H 36053 RECEIVED CITY OF TUKWILA Technical Responsibility: REPORT DISTRIBUTION: 0 Contractor ❑ Client ❑ Engineer Building Dept. 0 Owner ❑ Architect ❑ Other Form No.: ADMIN 101-07 (Rev. 01/12) JAN 15 2019 This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. PERMIT CENTER M320906739 Hansen, Project Manager 6 747 M.L. King Way S., Seattle, WA 98118 — Phone (206) 725-4600 — Fax (206) 723-2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-1027 CONCRETE REPORT Report Number: RC364344 Permit Number: D18-0319 Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine Address: 8123 East Marginal Way South, Tukwila Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Inspector(s): Christopher Smith Date: 12/20/2018 Description/Location: Inspected reinforcing steel and concrete placement for slab on grade pour back on gridlines B -B.2/6-7. The inspected work was found to be done as per A/S538 and general notes on S537 of the approved plans. Rebar Verified: Yes 12/20/2018 Christopher Smith (Grade 60) Mfg: Cascade Placement Data Design Ei Actual ❑ Batch Weights/.Cubic Yard. Supplier: Cadman Cement (lbs/type): 611# Type: 1/II Mix Number: 4C40464 Fine Agg. (lbs): 1248# Slump Spec: 4±1" Coarse Agg. (lbs/size): 1800 lbs. 3/4" Slag (lbs): W/C Ratio Spec: .40 Coarse Agg. (lbs/size): 162 lbs. 3/8" Air Spec: 4.5-1.5% Coarse Agg. (lbs/size): Total Yards: 11 Fly Ash (lbs): Placed Via: Pump Water (lbs or gal): 244# Consolidated: Yes Admixtures (specify): 3 oz. AEA, 24 oz. POZZOLITH 80 Required Strength: 4000 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. No. Cast Samples: 1-4 12:30 pm 11.00 10 gal. 4" 4% 63°F 49°F 300 204658 Weather: Inside Date Samples Picked Up: Slump Range: 4" Air % Range: 4% 12/21/2018 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: 0 Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 12/27/18 7 4 x 8 12.56 8.8 73,360 5840 3 * = Discarded Tested in general accordance to: ASTMC39 ASTMC617 ❑ Copies to: ❑ Client ❑ Engineer ❑Q Batch Plant 11) Owner ❑Q Contractor ❑ Others ❑ Architect 0 Building Dept ASTMC1231 ❑ Technical Responsibility: RECEIVED CITY OF TUKWILA JAN 1 2019 ,'ERMIT CENTER alter 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 Job Number: 18-1027 CONCRETE REPORT Report Number: RC364249 Permit Number: D18-0319 Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine Address: 8123 East Marginal Way South, Tukwila Inspector(s): Erik Neville Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 12/17/2018 Description/Location: Inspected reinforcing steel and concrete placement for foundation infill at gridlines 6/B . The inspected work was found to be done as per detail A/S538 of the approved plans. Rebar Verified: Yes 12/17/2018 Erik Neville (Grade 60) Mfg: Cascade Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Cadman 4C40464 6"±2" 0.399 5%±1.5% 45 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 2:15 pm Design g: 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 ❑ Batch Weights/Cubic Yard 611# Type: I/II 1248# 1636 lbs. 3/4" 325 lbs. 3/8" sig.tcg,p/EO CITY OF TUKWILA, JAN 16 zui. 244# 3 oz. AEA, 24 oz. POZZOLITH 8PERMIT CENTER Cubic ': - Water Slump Air % Yards ` Added C 143 C 231 11.00 15 gal. 6.25" 6.3% Conc.Temp ; Ambient Truck Ticket ;. C 1064 Temp No. No. 78°F 57°F 344 204299 Weather: Overcast Slump Range: 6"-6.5" Air % Range: 6.3% Date Samples Picked Up: 12/18/2018 Initial Curing Method: AsrM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: 0 Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Number Date Cure 1 12/24/18 2 1/14/19 3 1/14/19 4 1/14/19 Age (Days) 7 28 28 28 Size Area Weight (in.) (Sq.In.) (Lbs.) 4 x 8 12.56 8.7 Max Load Strength Fracture Type (Lbs.) (psi) (other than cone) 78,710 6270 3 4 x 8 12.62 8.7 90,950 7210 3 4 x 8 12.62 8.8 83,290 6600 3 *= Discarded Tested in general accordance to: ASTMC39 ❑� Copies to: ❑ Client 9 Engineer 0 Batch Plant Owner g Contractor ❑ Others 9 Architect Building Dept 4 x 8 12.62 8.8 87,310 6920 3 ASTMC617 ❑ ASTMC1231 9 Technical Responsibility: nsen Project ) ct 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 CONCRETE REPORT Job Number: 18-1027 Report Number: RC364249 Permit Number: D18-0319 Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine Client: Boeing Shared Services Group Address: 8123 East Marginal Way South, Tukwila Address: PO Box 3707 M/C 6X -AA, Seattle Inspector(s): Erik Neville Date: 12/17/2018 Description/Location: Inspected reinforcing steel and concrete placement for foundation infill at gridlines 6/13 . The inspected work was found to be one as per detail A/S538 of the approved plans. Rebar Verified: Yes 12/17/2018 Erik Neville (Grade 60) Mfg: Cascade Placement Data Cadman 4C40464 6"±2" 0.399 5%±1.5% 45 Pump Yes Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: 4000 psi @ 28 days Sampling and Testing Data Time ASTM C172, C 31 'Made Cast Samples: 1-4 2:15 pm Design Actual ❑ Batch Weights/Cubic Yard ... Cement (lbs/type): 611# Type: 1/1I Fine Agg. (lbs): 1248# Coarse Agg. (lbs/size): 1636 lbs. 3/4" Slag (lbs): Coarse Agg. (lbs/size): 325 lbs. 3/8" Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Cubic Yards 11.00 244# 3 oz. AEA, 24 oz. POZZOLITH 80 Water . Slump ;` Air % Conc.Temp ' Ambient , ;Truck Ticket Added C 143 C 231:: 01064 Temp No. No. - 15 gal. 6.25" 6.3% 78°F 57°F 344 204299 Weather: Overcast Date Samples Picked Up: Slump Range: 6"-6.5" Air % Range: 6.3% 12/18/2018 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM c31, Exclude C31-10.1.2 'comments REINFORCING/PLACEMENT: Specimen Number Test Date 1 12/24/18 Field Cure Conforms: ❑Q Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Age (Days) 7 Size (in.) 4x8 Area (Sq.ln.) 12.56 Weight (Lbs.) 8.7 Max Load Strength Fracture Type (Lbs.) (psi) (other than cone) 78,710 6270 3 ' = Discarded Tested in general accordance to: ASTMC39 ❑Q ASTMC617 ❑ Copies to: ❑ Client 0 Engineer 0 Batch Plant 0 Owner 0 Contractor 0 Others ❑ Architect 0 Building Dept ASTMC1231 0 Technical Responsibility: 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 PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 18-1027 Report Number: Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine Address: 8123 E Marginal Way S, Tukwila Inspector: David Hurum Description/Location: 372406 Client: Permit Number: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 12/19/2018 D18-0319 Inspected the epoxy grouted installation of (230) #4 bar horizontal reinforcing steel dowels into existing saw cut slab at10" on center top and bottom for Mazak foundation. The inspected work was found to be done as per approved project documents. Intended Use: Reinforcing steel dowels for foundation. Building Code & Year: IBC 2015 as adapted by Tukwila Reinforcing Steel All Thread Bar/Dowel Size & Quantity: #4 (230) Anchor Size & Quantity: Rebar Manufacturer: Cascade Rebar Grade: ❑ 40 ® 60 0 Other: Type of Steel (ASTM): 0 A-36 0 F-1554 0 A-307 Grade: 0 36 0 50 0 75 0 Other: Type of Bar: El A-615 0 A-706 0 A-775 0 Other: Special Ductile Quality (SDQ): ®Yes No Anchor Length: 14" Hole Depth: 6" Required Embedment: 6" Hole Diameter: 5/8" Concrete Thickness: 12" slab Concrete Strength: Existing Hole Orientation: ❑ Vertical Down 0 Vertical Up El Horizontal Base Material: El Normal Weight Concrete ❑ Light Weight Concrete 0 CMU 0 Brick 0 Composite Deck Hole Cleaning: ® Compressed Air 0 Hand Pump ® Other: Vacuum Compressed Air PSI: 100 Brushed: 0 Yes ® No Hole Condition: ® Dry 0 Damp 0 Water Saturated 0 Submerged Drill Bit (ANSI 8212.15): ® Yes 0 No Approved Diamond Cored Hole: ❑ Yes 0 No Adhesive Type: Simpson SET XP Expiration Date: 7/4/2020 ICC ESR #: 2508 Weather: Inside Ambient Temperature: 72°F Substrate Temperature: 72°F Comments Plans by Addison Construction Supply datREGENEBIfind Boeing plans dated 9/30/2014. Reference Standard(s) Used: CITY OF 1'dJICVUIL. Copies to: Client Engineer JAN 0 4 Zing Others X Owner X Contractor Technical Responsibility: Architect X Building Dept. PERMIT CENTER Conforms X Does Not Conform 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 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 CONCRETE REPORT Job Number: 18-1027 Report Number: RC364249 Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine Address: 8123 East Marginal Way South, Tukwila Permit Number: D18-0319 Client: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Inspector(s): Erik Neville Date: 12/17/2018 Description/Location: Inspected reinforcing steel and concrete placement for foundation infill at gridlines 6/B . The inspected work was found to be one as per detail A/S538 of the approved plans. Rebar Verified: Yes 12/17/2018 Erik Neville (Grade 60) Mfg: Cascade Placement Data Supplier: Cadman Mix Number: 4C40464 Slump Spec: 6"±2" W/C Ratio Spec: 0.399 Air Spec: 5%±1.5% Total Yards: 45 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 2:15 pm 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): Actual ❑ Batch Weights/Cubic Yard 611# Type: 1/1I 1248# 1636 lbs. 3/4" Slag (lbs): 325 lbs. 3/8" 244# 3 oz. AEA, 24 oz. POZZOLITH 80 Cubic Water Slump Air % Conc.TempAmbient Truck Ticket Yards Added C 143 C 231: C 1064 Temp No. No: 11.00 15 gal. 6.25" 6.3% 78°F 57°F 344 204299 Weather: Overcast Date Samples Picked Up: Slump Range: 6"-6.5" Air % Range: 6.3% 12/18/2018 Initial Curing Method: ASTM c31, Exclude C31-12.1.5 Initial Curing Temp: ASTM c31, ExcIude C31-10.1.2 "Comments REINFORCING/PLACEMENT: Conforms: 0 Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 12/24/18 7 4 x 8 12.56 8.7 78,710 6270 = Discarded Tested in general accordance to: ASTMC39 ❑Q ASTMC617 ❑ Copies to: ❑ Client ❑ Engineer 0 Batch Plant 0 Owner d❑ Contractor ❑ Others ❑ Architect 0 Building Dept 3 ASTMC1231 ❑ Technical Responsibility: Iter Hansen, Project Manager RECEIVED CITY OF TUKWILA. JAN 01 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. its IN-PLACE DENSITY AND %.' !'i : yONTENT OF SOIL AND SOIL -AGGREGATE 'c Y NUCLEAR E t S OD REPORT (ASTM D6938, WSDOT T310) Job No.: 18-1027 Report No.: 331176 Permit No.: D18-0319 .,.. . .... _ ......__,J .n .4, .. V Mna... _..... .r. 'n;e.0 1, n...A.2 .. n. .... max.. .. .. a... -C:..r.:a�nj. . S .. A' .,� ,, .. .. �,. ail - J �U Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine Client: Boeing Shared Services Group Address: 8123 E Marginal Way S, Tukwilla Address: PO Box 3707 MIC 6X -AA, Seattle Date: 1217/2018 Inspector: David Hurum . , n_, ., wt ,,. � Mtu� F ed n i' , w ut��lt +,w � �fir. 4 y A 1 ,w 9h .sU� s ',�W : k . �i.tev . . rv.,.. xP. M1 ..�,... � �� a v s nt., 1 .f. L ai � �� �,� Type of Monitoring: 0 Full Time ❑ Periodic 0 None Lab Maximum Dry Densities Testing Equipment: 0 CPN 2 Troxler ID: H3005 Corrected Uncorrected Soils I.D. Soil Description Dry Density Optimum Moisture ASTM Method Dry Density Optimum Moisture Oversize % Rock Wet/DS: 2086 7919 Native Sand 110.0 12.6% 1557C 107.4 13.6% 8.2 Xi: 0.2 106.1 110.0 96% Yes 3 H20/MS: 623 Monitored Placement & Compaction: Yes❑ Nog 1 Percent Compaction Required: 95% ', '-,k, .A ` ^, r , Xi: 2 Test Location / Station Test Method Source Rod Depth +/- From Finish Grade Depth of Fill Soil ID Wet Density Moisture % Dry Density Max. Dry Density % Comp. Conforms 1 North Half DT 6" bottom of less than 7919 120.2 11.7 107.6 110.0 98% Yes 2 South half DT 8" rock 1 foot 7919 120.0 13.1 106.1 110.0 96% Yes 3 4 5 6 Compaction Methods & Equipment: Mini Hoe Pack BS = Backscatter DT = Direct Transmission All Density values are in PCF unless noted otherwise WSDOT jobs only: Did each test location represent two readings (initial & 90° reading) that were within 3lbs/cf of each other? If no please see below. Yes 0 No ❑ WSDOT jobs only: If the two readings (initial & 90° reading) were not within 3lbs/cf of each other, are retests indicated above? 8 inches+ of 5/8"-3/4" clean angular crushed rock free ofAcJent. and consolidated over sand subgrade. Sand subgrade was existing material disturbed during excavation and recompacted. DFC 2 6 2018 Comments: Yes 0 No ❑ ORA Test Equipment: CPN Model #MC3 Serial Numbers: ID: A M300805837; ID: B M320706693; ID: C M39068932; ID: D M39089013 ID: E M350402593; I ' r'. M320906739 ORA Test Equipment: Troxler Model #3440 Serial Numbers: ID: F 28933; ID: H 36053 REPORT DISTRIBUTION: !] Contractor 0 Client 0 Engineer 0 Building Dept. 0 Owner 0 Architect 0 Other PERMIT CENTER Technical Res onsibility: vVen�c l: ndiisei1, riJjeCY iViatlagei' This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Form No.: ADMIN 101-07 (Rev. 01/12) 6 747 M.L. King Way S., Seattle, WA 98118 — Phone (206) 725-4600 — Fax (206) 723-2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 18-1027 Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine Address: 8123 E Marginal Way S, Tukwila Report Number: Inspector: Craig Bechtold Description/Location: 377879 Client: Permit Number: Boeing Shared Services Group Address: PO Box 3707 M/C 6X -AA, Seattle Date: 12/12/2018 DI 8-0319 Inspected the epoxy grouted installation of (32) #4 bar horizontal reinforcing steel dowels into the existing slab on grade for tie in of the new Mazak foundation north side at gridlines 6 /A.5 to B. The inspected work was found to be done as per approved project documents, Intended Use: Reinforcing steel dowels for tie in of new Building Code & Year: Mazak foundation to the existing concrete slab IBC 2015 Epoxy OK'd by David Lyttle, West corridor engineer. Reference Standard(s) Used: Copies to: Client Engineer Others PERMIT CENTER X Owner X Contractor Technical Responsibility: Architect X Building Dept. DEC 2 6 2018 Conform Does Not Conform a t:'�� 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. Page 1 of 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) 0 Reinforcing Steel MI All Thread r Bar/Dowel Size & Quantity: #4 (32) Anchor Size & Quantity: Rebar Manufacturer: Cascade Type of Steel (ASTM): Grade: ■ A-36 ■ F-1554 ■ A-307 Rebar Grade: ■ 40 0 60 ■ Other: ■ 36 IN 50 • 75 ■ Other: Type of Bar: P14 A-615 • A-706 • A-775 • Other: Special Ductile Quality (SDQ): ■ Yes 1 No Anchor Length: 12"-14" Hole Depth: 6" Required Embedment: 6" Hole Diameter: 5/8" Concrete Thickness: Concrete Strength: Horizontal Hole Orientation: • Vertical Down ■ Vertical Up ►4 Base Material: ►4 Normal Weight Concrete ■ Light Weight Concrete ■ CMU ■ Brick • Composite Deck Compressed Air PSI: 150 Hole Cleaning: ►1 Compressed Air ■ Hand Pump ■ Other: Hole Condition: Brushed: ►Z4 Yes ■ No Dry ■ Damp ■ Water Saturated • Submerged Approved Diamond Cored Drill Bit (ANSI B212.15): 1 Yes ■ No Hole: ■ Yes ■ No Adhesive Type: Simpson SET XP Expiration Date: 8/4/2020h ICC ESR #: 2508 Weather: Inside Ambient TempIV 98�' %MII Substrate Temperature: 68° Epoxy OK'd by David Lyttle, West corridor engineer. Reference Standard(s) Used: Copies to: Client Engineer Others PERMIT CENTER X Owner X Contractor Technical Responsibility: Architect X Building Dept. DEC 2 6 2018 Conform Does Not Conform a t:'�� 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. Page 1 of 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) Ark-, s; O .? o E o • O 0 E > • a 7 'w o 0) E a) L a .N N 0 • o•• o S o a 2 a.S o n. ▪ (1) ro O X Z E ar "- O O aQi� m 4- a o Q • 0 0 p U M a 7 U 0 5 Q� FL- L 5 MOISTURE DENSITY RELATIONSHIP REPORT Curve No. 114 7923 SpG ZAV _ _-110 •%, 11 prpi� 2.50 Test Specification: .• ASTMD 1.557-12 Method C Modified 112.5 1 Dry density, pcf 0 0 o) 0 co in CO in r��pcfl ASTM D4718-15 Oversize Corr. Applied to kill.Fr' l, Each Test Point �'_ Preparation Method Wet Hammer Wt. lO lb. Hammer Drop 18 in. Number of Layers five • Blows per Layer 56 Mold Size 0.075 cu. ft. / Test Performed on Material • Passing 3/4 in. Sieve NM 8.4% LL PI Sp.G. (ASTM D 854) 2.4 %>314 in. 1.2 %<No.200 8.6 6 8 10 12 14 16 18 USCS SP -SM AASHTO A-3 Water % Date Sampled 12/17/2018 content, Rock Corrected - Uncorrected Date Tested 12/18/2018 -0-- O Tested By Andy Duong - TESTING DATA 1 2 3 4 5 6 WM + WS 10665.0 10735.0 10759.0 10466.0 WM 6462.0 6462.0 6462.0 6462.0 WW+T#1 571.2 542.8 582.3 513.6 WD+T#1 517.9 482.9 507.7 474.2 TARE#1 0.0 0.0 0.0 0.0 WW+T#2 WD+T#2 TARE #2 MOISTURE 10.2 12.3 14.5 8.2 DRY DENSITY 112.3 112.0 110.4 109.0 ROCK CORRECTED TEST RESULTS UNCORRECTED Material Description Maximum dry density = 112.6 pcf Optimum moisture = 10.9 % 112.2 pcf 11.0 % Sample ID: 7923 Dark gray (Native) poorly graded sand with silt Remarks: Test equipment ID: Set 4 Hammer type: Mechanical Project No. 18-1027 Client: Boeing Shared Services Group Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine 8123 East Marginal Way South, Tukwila o Location: Onsitc Native Sample Number: 7923 Checked by: Walter Ha Title: Project Manager / F gure 7923 OTTO ROSENAU & ASSOCIATES, INC. U a)€ a) 0 0 •0) c) v c c' °i� t o • -c o w n ,c @ n Z Particle Size Distribution Report 00 59. <<<� pp o 00o top o�No fo co PS \ •\ \ M ik ik Vt rk 4 iR i# i! •• N 1 o 100 I i I 1� (O 1 1 1 •• i 1 I 1 I I I 1 1 1 1 1 1 1 90 I 1 I" I -' 1 I 1 1 I 1 1 1 I 1 I • I 1 •• 1 1 I 1 t I 1 1 1 I 80 1 I I 1 1 1 1 I 1 1 1 I I 1 1 I 1 I 1 1 1 I I I i 1 1 1 1 1 1 I 70 CC 1 I 1 1 1 1 1 1 1 1 1 1 1 I I I I I 1 1 1 I I z 60 Z 1 I 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 i 1 1 1 1 I I 50 u1 0 40 I 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 I 1 I 1 1 I l UJ a. I I 1 I 1 I 1 I 1 1 I I 1 I 1 I 1 I I I I I I I I I I I 30 20 1 I 1 1 I 1 1 1 1 11 1 I 11 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 1 I I 1 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I I ( I 1 1 0 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 i 1 1 1 1 1 1 1 1 100 10 GRAIN 1 0 1 SIZE - mm. 0.01 0.001 % +3„ % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 1.2 10.0 3.4 17.0 59.8 8.6 Test Results (ASTM D 422 & ASTM D 1140) Material Description Opening Size Percent Finer Spec.* (Percent) Pass? (X=Fail) Sample ID: 7923 Dark gray (Native) poorly graded sand with silt 2 1 1/4 100.0 100.0 Atterberg Limits (ASTM D 4318) 1 3/4 5/8 100.0 98.8 97.3 PL= LL= PI= Classification 1/2 3/8 1/4 95.7 91.8 89.9 USCS (D 2487)= SP -SM AASHTO (M 145)= A-3 Coefficients #4 #8 #10 #40 #100 #200 88.8 86.1 85.4 68.4 22.9 8.6 D90= 6.5915 D85= 1.6951 D60= 0.3442 D50= 0.2774 030= 0.1808 015= 0.1112 D10= 0.0828 Cu= 4.16 Cc= 1.15 Remarks Test equipment ID: Set 5 Was sample soaked? Not required As received MC: 8.4% Date Received: 12/19/2018 Date Tested: 12/19/2018 Tested By: Andy Duong Checked By: Walter Hansen 1.-0,4"....---- Title:Project Manager '` (no specification provided) Location: Onsite Native Date Sampled: 12/17/2018 Sample Number: 7923 OTTO ROSENAU & ASSOCIATES, INC. Client: Boeing Shared -Services Group Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine 8123 Bast Marginal Way South, Tukwila Project No: 18-1027 Figure 7923 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing GEOTECHNICAL INSPECTION REPORT Report Number: 352538 Description: Sample pick-up Project: Boeing — Bldg. 2-088 Install Mazak HCN Permit Number: D18-0319 10800 Machine Address: 8123 East Marginal Way South, Tukwila Job Number: 18-1027 Client: Boeing Shared Services Group Client Address: PO Box 3707 M/C 6X -AA, Seattle Inspector and Date Remarks David Hurum, LG Onsite this date to collect a sample of soil excavated from the construction area. Collected 2 bags 12/06/2018 for laboratory proctor and gradation. RECEIVED CITY OF TUKWILA DEC 2 4 2018 PERMIT CENTER Copies to: X Owner X Contractor Architect X Building Dept. Technical Responsibility: Engineer Walter 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. 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 -100-01 (Rev 01/05) 0 U) a) co U 0 .75a) ces 7 L ca a0 C L 4) • T o� o U) O .(22 E a) L. 0 0 0. E o N c U N (Ix)E a) Q rn c a) • 7 - CO ro 0CU 1= 0 0 a°)3 o N � ▪ co P.0ra rn X z E a)N- N 0N aa) a (n co 0. o • c (aoo O 0 N p., 0 o-ou= '-o5 0)a. Fes- Ir RECEIVEC CITY OF TIJKWI_I mu 11 20th �,t, MOISTURE DENSITY RELATIONSHIP REPORT PERMIT eEi.1-TE- Curve No. 112 ZAV SpG 7919 2.50 Test Specification: Dry density, pcf 0 0) 0o 0 6%,1 ' 0 0 c ASTM D 1557-12 Method C Modified ASTM D4718-15 Oversize Corr. Applied to Each Test Point Preparation Method Wet Hammer Wt. 10 lb. Hammer Drop 18 in. Number of Layers five Blows per Layer 56 Mold Size 0.075 cu. ft. Test Performed on Material Passing 3/4 in. Sieve 6°o 07 4 c 104 NM 5.5% LL PI Sp.G. (ASTM D 854) 2.4 %>3l4 in. 8.2 %<No.200 10.0 102 USCS SP -SM AASHTO A-3 8 10 12 14 16 18 20 Date Sampled 12/6/2018 Water content, % Date Tested 12/10/2018 -•- Rock Corrected O - Uncorrected Tested By Andy Duong TESTING DATA 1 2 3 4 5 6 WM+WS 10371.0 10550.0 10652.0 10656.0 WM 6963.0 6463.0 6463.0 6463.0 WW+T#1 510.9 531.4 501.5 541.6 WD+T#1 465.8 473.6 436.4 463.2 TARE #1 0.0 0.0 0.0 0.0 WW + T #2 WD + T #2 TARE #2 MOISTURE 9.0 11.3 13.8 15.6 DRY DENSITY 107.3 109.6 109.6 108.0 ROCK CORRECTED TEST RESULTS UNCORRECTED Material Description Maximum dry density = 110.0 pcf Optimum moisture = 12.6 % 107.4 pcf 13.6 % Sample ID: 7919 Dark Gray (Native) poorly graded sand with silt Remarks: Test equipment ID: Set 4 Hammer type: Mechanical Project No. 18-1027 Client: Boeing Shared Services Group Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine 8123 East Marginal Way South, Tukwila o Location: Native excavation Sample Number: 7919 Checked by: Walter Ha, e Title: Project Manager F re 7919 OTTO ROSENAU & ASSOCIATES, INC. 0 f/) a) 0 0 otj ;p L C `• O O a o ti .0 C o Y U) O .N o E a)‘5 0 0 a0 •o 0 V/ E O 0 .,. QN .D. ,S0 c' o . o • •.•;, o O ._ 17) LI) U aEi 0 t N O 0- 49. • o o o 0 . a) V u) i- c Particle Size Distribution Report C C O O O C C E C_ C . CO O 0 t0�1 O (Op 0 V 0 ai o#200 z N i . c__Sample 0 100 I I• 1 1 • i 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 I 90 k • RI Ia 80 I"T'. 70 it z 60 I� W 50 0 I ik w 40 a 30 I � I� 2 10 0 ",i�i11'i'iii�1I1"u" 1 1 1 1 1 1 1 1 I q 1 1 I 1 1 - 1 1 1 1 1 1 V'1: 1 1 1 1 1 1 1 1 8 100 10 GRAIN 1 0 1 SIZE - mm. 0.01 0.001 % +3" % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt 1 Clay 0.0 8.2 6.6 2.4 12.8 60.0 10.0 Test Results (ASTM D 422 & ASTM D 1140) Material Description Opening Size Percent Finer Spec.* (Percent) Pass? (X=Fail) Sample ID: 7919 Dark Gray (Native) poorly graded sand with silt 2 1 1/4 100.0 100.0 Atterberg Limits (ASTM D 4318) 1 3/4 5/8 98.2 91.8 90.9 PL= LL= Pl= Classification 1/2 3/8 89.2 87.3 USCS (D 2487)= SP -SM AASHTO (M 145)= A-3 Coefficients 1/4 #4 # 0 #40 #100 85.9 85.2 82.8 70.0 26.5 10.0 D90= 13.9640 D85= 4.3670 D60= 0.3252 D50= 0.2598 D30= 0.1649 D15= 0.0974 D10= 0.0751 Cu= 4.33 Cc= 1.11 Remarks Test equipment ID: Set 5 Was sample soaked? Not required As received MC: 5.5% Date Received: 12/6/2018 Date Tested: 12/10/2018 Tested By: Andy Duong Checked By: Walter Hansen {//y1 ,,c-�-� Title: Project Manager * (no specification provided) Location: Native excavation Number: 7919 Date Sampled: 12/6/2018 OTTO ROS E NAU 1 & ASSOCIATES , INC. Client: Boeing Shared Services Group Project: Boeing - Bldg. 2-088 Install Mazak HCN 10800 Machine 8123 East Marginal Way South, Tukwila Project No: 18-1027 Figure 5/2/2019 City of Tukwila Department of Community Development MARTIN PROBST PO BOX 3707; M/C: 46-208 SEATTLE, WA 98124 RE: Permit No. D18-0319 THE BOEING COMPANY 8123 EAST 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 6/18/2019. 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 6/18/2019, 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, GG e) I C'(--;/) Kandace Nichols Permit Technician File No: D18-0319 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLAN REVIEW/ROUTING SLIT PERMIT NUMBER: D18-0319 DATE: 10/12/18 PROJECT NAME: THE BOEING COMPANY SITE ADDRESS: 8123 EAST MARGINAL WAY S Original nia,, SubmittalRevision # Plan before Permit - ssued Response to Correction Letter # Revision # after Permit I ;sued DEPARTMENTS: prJ icwc °\(4\N Building Division 4Sic I (rf Works kin a l4(6\t(-6 M N lullo1045 Fire Prevention Planning Divis`on Structural ❑ Permit Coordir ttor PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 10/16/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Li R.� DUE DATE: 11/13/18 Approved with Conditions n Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 BOEING COMPANY, THE Home Sspafiol Contact Safety & Health Claims & Insurance Clik Washington State Department of Labor & industries Page 1 of 9 Search L&I A -Z Index Help My i&1 Workplace Rights Trades & Licensing BOEING COMPANY, THE Owner or tradesperson LOHR, MICHAEL Principals LOHR, MICHAEL, SECRETARY MCNERNEY, W (JAMES), PRESIDENT (End: 01/13/2017) WOLTER, CHRISTOPHER, TREASURER (End: 01/16/2015) READ, PAUL, SECRETARY (End: 02/07/2013) SHRONTZ, F A, SECRETARY (End: 02/07/2013) GIVAN, B E, SECRETARY (End: 02/07/2013) KING, C G, SECRETARY (End: 02/07/2013) BEIGHLE, D P, TREASURER (End: 02/07/2013) COLLINS, T J, TREASURER (End: 02/07/2013) BUDINICH, T M, TREASURER (End: 02/07/2013) WOODARD, R B, TREASURER (End: 02/07/2013) CRUZE, D D, TREASURER (End: 02/07/2013) CONDIT, P M, TREASURER (End: 02/07/2013) WA UBI No. 178 005 030 100 N RIVERSIDE M/C 5003-4027 CHICAGO, IL 60606-1596 312-544-2535 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971— 01/18/2019 Bond Active. Meets current requirements. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 10/25/2018 0 0 0 (-7 V) N 0) X 0 0 J 1- 0 1- W 0 L.) 0 0 U_ -J U 0 a - JUN 18 201g LOCAT o\ MUKILTEO TO EVERLII LYNN EDMOND DUWAM ISSAQUAH PROJECT SITE RENTON RENTON OIN SCALE: NONE AUBURN AUBURN 288BUILDING MAZAK HCN 10800 FOUNDATION (W5752566) VICINITY MAP 2-127 2-81 2-80 2-85 0 • SCALE: NONE • 2-117 2-116 GATE B-18 SITE ACCESS 2-57 2-61 PROJECT SITE CODE SUMMARY BUILDING CODE: (ORIGINAL DESIGN) SEISMIC ZONE: 3 OCCUPANCY GROUP: B & F1 CONSTRUCTION TYPE: II - N, FULLY SPRINKLERED TOTAL BUILDING AREA: 83,335 SF FT BUILDING HEIGHT: 54' - 4" STORIES: 2 UBC 1997 EDITION, AS ADOPTED BY THE CITY OF TUKWILA JUR 8 2tVig BUILDING CODE: (CURRENT PROJECT) PROJECT AREA: IBC 2015 EDITION, AS ADOPTED BY THE CITY OF TUKWILA APPROXIMATELY 400 SQUARE FEET LEGAL DESCRIPTION LEGAL DESCRIPTION - PLANT 2 SOUTH APN: 00160-0020 A TRACT OF LAND BETWEEN THE DUWAMISH WATERWAY AS ESTABLISHED BY COMMERCIAL WATERWAY DISTRICT NO. 1 OF KING COUNTY, WASHINGTON AND EAST MARGINAL WAY SOUTH IN SECTIONS 28, 32 AND 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 28, THENCE SOUTH 88°09'49" EAST ALONG THE SOUTH LINE OF SAID SECTION 35.92 FEET TO A POINT ON A CURVE ON THE EASTERLY MARGIN OF 16TH AVENUE SOUTH FROM WHENCE THE CENTER BEARS NORTH 81°09'46" WEST 1960.08 FEET, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING OF HEREIN DESCRIBED TRACT OF LAND; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN AND SAID CURVE 235.12 FEET TO THE POINT OF TANGENCY; THENCE CONTINUING ALONG SAID EASTERLY MARGIN NORTH 01°57'52" EAST 534.65 FEET TO A POINT OF INTERSECTION WITH THE SOUTHWESTERLY MARGIN OF SAID EAST MARGINAL WAY SOUTH, BEING 65 FEET DISTANT FROM, AS MEASURED AT RIGHT ANGLES TO, THE CENTERLINE OF SAID EAST MARGINAL WAY SOUTH; THENCE ALONG SAID SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY SOUTH ON THE FOLLOWING COURSES: SOUTH 47°52'17" EAST 1189.40 FEET TO THE SOUTH LINE OF SAID SECTION 28; THENCE SOUTH 88°09'49" EAST ALONG SAID SOUTH LINE 23.20 FEET; THENCE SOUTH 47° 52'17" EAST 761.35 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT OF RADIUS 2814.67 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE 1245.10 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 22°32'06" EAST 165.28 FEET TO AN INTERSECTION WITH A LINE PARALLEL WITH AND 825 FEET SOUTHERLY OF, MEASURED AT RIGHT ANGLES TO, THE NORTH LINE OF THE JOHN BUCKLEY DONATION LAND CLAIM NO. 42; THENCE LEAVING SAID SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY SOUTH AND PROCEEDING ALONG SAID PARALLEL LINE NORTH 89°12'23" WEST 1385.87 FEET TO A POINT ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF SAID DUWAMISH WATERWAY, SAID POINT BEING ON A CURVE FROM WHENCE THE CENTER BEARS SOUTH 53°50'05" WEST 1969.12 FEET; THENCE NORTHWESTERLY ALONG SAID RIGHT-OF-WAY LINE AND SAID CURVE 401.92 FEET TO THE POINT OF TANGENCY; THENCE NORTH 47°51'36" WEST ALONG SAID RIGHT-OF-WAY LINE 1068.05 FEET TO A POINT ON THE WESTERLY LINE OF THAT 11 FOOT VACATION OF 16TH AVENUE SOUTH AS RECORDED IN VOLUME 38 PAGE 455 OF KING COUNTY COUNCIL RECORDS DATED JUNE 24, 1940; THENCE NORTH 13°00'45" EAST ALONG SAID WESTERLY LINE 384.20 FEET; THENCE CONTINUING ALONG SAID WESTERLY LINE NORTH 14°06'06" EAST 303.66 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 2,900,610 SQUARE FEET OR 66.588 ACRES. PROJECT SUMMARY DESCRIPTION OF WORK REMOVE EXISTING SLAB ON GRADE AND PROVIDE NEW MACHINE FOUNDATION (APPROXIMATELY 16'-0"W x 25'-0"L x 3'-8"D) CONTRACTOR SITE ADDRESS OWNER OWNER CONTACT THE BOEING COMPANY, LICENSE #: BOEINC*294ML (EXPIRES 01.18.2019) 7725 EAST MARGINAL WAY SOUTH, TUKWILA, WA 98108 THE BOEING COMPANY - WEST REGION FACILITIES P.O. BOX 3707, M/C: 46-88 SEATTLE, WA. 98124-2207 MARTIN R. PROBST 206-8524985 martin.r.probst@boeing.com KING COUNTY PARCEL NO. 0001600020 FILE COPY Pers a. t71cc/Ocl Plan review approval i3 subject to errors cni omissions. Approval of construct en documents does n:1 EL:hor is the viclation of any adopted CCc'3 or ordinance. flez:elpt of approved Field Copy and COndi110n31 By:�-- Date: /i/2_ /2, /g City ef Tukwila BUILDING DIVISION ODE COMPLIANCE APPROVED OCT 23 2 13 City of Tukwila BUILDING DIVISION biB 03 iq RECEIVED CITY OF TUKWILA OCT `'1 2.2018 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE HERMLE C60 MACHINE MAZAK HCN 10800 FOUNDATION W2636346 W5752566 SITTS GMM BKL DWL 09.30.14 10.10.18 ACCEPTABILITY THIS DESIGN AND/OR -SPECIFICATION IS APPROVED DRAWN B. Johnson DATE 09.30.14 CHECKED B. Leslie 09.30.14 SUBTITLE COVER SHEET CURRENT REVISION W5752566 SYMBOL DATE 10.10.18 APPROVED BY DEPT. DATE ENGINEER C. Timmer 09.30.14 CHECKED B. Leslie 09.30.14 APPROVED APPROVED TITLE GENERAL MAZAK HCN 10800 FOUNDATION BUILDING 2-88 PLANT 2 SHEET GO SEQUENCE NO. W2636346 DWG NO. 2-88—GO 10/ \DFX OF DAW\CS INCLUDED IN SET SHEET NO. DRAWING TITLE REV DATE DRAWING NO. GE\E�AL 3AWI\GS 0 2-88—GO GO COVER SHEET ORIG 10.10.18 ACHITECTUAL ,... JUR 18 2014 STU CT., SAL 0 2-88-1S61 1S61 PARTIAL FIRST FLOOR SLAB PLAN G 10.09.18 0 2-88—S537 S537 FLOOR SLAB . AND FOUNDATION PLAN & SECTION A 10.09.18 2-88—S538 S538 FOUNDATION PLAN AND DETAILS A 10.09.18 REEVISiONS I l NO changes Shl ho r' r cJ- to the tic -Alpe of work without prior approv. l of Tukwila Building Division NOTE. i R.,u„Si will ' cns aril rar;;,;e a r�4 pig:+i suk,�rnittai and may include additional plan ro ?v,/ foi,c VI ECH A\ I CAL ELECTRICAL REQUil ' ; i -(.1%-1: C'J i.ei nico Electrical arPlumbing Cas Pi,�!n I.g , City of Tu!;• .� 1311111, �REV6EWED FOR ODE COMPLIANCE APPROVED OCT 23 2 13 City of Tukwila BUILDING DIVISION biB 03 iq RECEIVED CITY OF TUKWILA OCT `'1 2.2018 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE HERMLE C60 MACHINE MAZAK HCN 10800 FOUNDATION W2636346 W5752566 SITTS GMM BKL DWL 09.30.14 10.10.18 ACCEPTABILITY THIS DESIGN AND/OR -SPECIFICATION IS APPROVED DRAWN B. Johnson DATE 09.30.14 CHECKED B. Leslie 09.30.14 SUBTITLE COVER SHEET CURRENT REVISION W5752566 SYMBOL DATE 10.10.18 APPROVED BY DEPT. DATE ENGINEER C. Timmer 09.30.14 CHECKED B. Leslie 09.30.14 APPROVED APPROVED TITLE GENERAL MAZAK HCN 10800 FOUNDATION BUILDING 2-88 PLANT 2 SHEET GO SEQUENCE NO. W2636346 DWG NO. 2-88—GO 10/ 03 N O 0) 0 0 V 0 0- 00 N 0 0 0 0 w CD w NSTALL MAZAK HCN 10800 MACHINE\STRUCTURAL\DWG ISSUE 10.9.18 R:\02 -PLANT 2\02-088\W5752566 SYM REVISION 60'-0" 55'-0" 60'-0" 1'- 24' - (CHASE) r 1 EMBEDDED CONDUITS - SEE SHT S516 MATCH LINE - FOR CONTINUATION SEE SHEET 1S60 I III I11 �I 1S61 S284 (TYPICAL) (TYPICAL) E 1 S611S280 ECM CONTROL JOINT 11 COLD JOINT COLD JOINT-�` 0 0 i JUSR 18 2C 6 EQUAL SPACES (HSS6x6) CONSTRUCTION & CONTROL JOINT (TYPICAL) J \\ ISOLATION JOINT (TYPICAL AROUND COLUMNS)I 3 2'-0" 2'-0" (TYP) 6"x22"x3" DEEP 7 ---- POCKET CAST -IN -SLAB (18 PLACES) SEE SHEET 1A11 FOR LOCATIONS CONTROL JOINT 0 (TYP) c iS1 5410 • • • • 0 0 0 0 0 0 HSS6x6x1/4 (5 PLACES) SEE SHEET A202 FOR DETAILS 1 1S61 S506 (TYPICAL) BY APPROVED DATE SYM E F G RECORD DRAWING 982191-00 HGI/LWR 11.01.00 A INSTALL TRENCH CONDUIT 566616-00 GATieman 09.11.06 B INSTALL TWO FOUNDATIONS 577577 Sc 577578 DWL LYTTLE 01.31.08 REVISION BY MATCH LINE - FOR CONTINUATION SEE SHEET 1S62 DATIAL FI QST FLOO SLA3 PLA\ SCALE: 1/8"=1 0 APPROVED DATE MAZAK 1400 FOUNDATION W4805476 SITTS BKL 01.31.17 MAZAK HCN 10800 FOUNDATION W5752566 DWL LYTTLE 9.14.18 MAZAK HCN 10800 FDN DRAWING REVISIONS W5752566 DWL LYTTLE C INSTALL EDM FOUNDATION W12309648 DWL LYTTLE D HERMLE C60 MACHINE W2636346 SITTS BKL 11.21.11 09.30.14 • \ • • /1 \ / / \--- — y — _L ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY oke DEPT. DATE DRAWN P. TSCHERNEGA 11 2'-0" r (TYP) 1S61 S280 2 DATE 09.30.98 CHECKED S. FRANKLIN 04.20.99 imdit SUBTITLE 1S61 S509 1 1S61 S525 15608 (71 1561 _535 8 > 9 0 in 0 N) 0 0 1.0 LEG \ 9/Sc ED L PRE—CAST CONCRETE WALL. EAL \OTES: 1. FOR STRUCTURAL GENERAL NOTES SEE SHEET S1. 6> SLAB ELEVATION SHALL BE 100'—O" UNLESS NOTED OTHERWISE, SLAB ON GRADE SHALL BE 10" THICK WITH #4 AT 10"o.c. TOP AND BOTTOM, EACH WAY UNLESS NOTED OTHERWISE. PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE FREE—DRAINING GRANULAR FILL PER SOILS REPORT. FOR TYPICAL SLAB JOINT DETAILS SEE SHEET S281. (2) #5 x 5'-0, TOP AND BOTTOM AT ALL SLAB RE—ENTRY CORNERS (TYPICAL). (2) #6 x 3'-0", TOP AND BOTTOM, AT ALL SLAB RE—ENTRANT CORNERS AROUND THIS FOUNDATION. (2) #6 x 3'-0", TOP AND BOTTOM, AT SLAB RE—ENTRANT CORNERS ON EAST SIDE OF THIS FOUNDATION. PROVIDE CONTROL JOINT IN REPLACEMENT FLOOR SLAB, IN—LINE WITH EXISTING CONTROL JOINT ALONG COLUMN LINE C.5, IN ACCORDANCE WITH TYPICAL SLAB JOINT DETAILS ON REFERENCE DRAWING NO. 2-88—S281. 8 > USE THE FOLLOWING GROUT TO REPAIR ANY SPALLING, CHIPPING OR DAMAGE TO THE SLAB CAUSED BY THE REMOVAL PROCESS: A. THE DAMAGED AREA SHALL BE CHIPPED AWAY OR SAWCUT AS REQUIRED TO PROVIDE A VERTICAL FACE ON ALL EDGES WITH A MINIMUM DEPTH OF 1/8" THROUGHOUT. B. CLEAN THE DAMAGED AREA AND PROVIDE A PRIMER/SCRUB COAT OF SIKATOP 122 PLUS OR ACCEPTED SUBSTITUTION. C. A REPAIR COAT OF SIKATOP 122 PLUS OR ACCEPTED SUBSTITUTION SHALL THEN BE ADDED TO FILL IN THE DAMAGED AREAS OF CONCRETE. D. INSTALL PER MANUFACTURERS RECOMMENDATIONS. APPLY TNEMEC SERIES 280 FLOOR COATING TO NEW FOUNDATION AND REPLACEMENT FLOOR SLAB AFTER 28 DAY CONCRETE CURE. PREPARE CONCRETE SURFACE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS INCLUDING REMOVAL OF ALL LAITANCE CURING COMPOUNDS AND OTHER CONTAMINANTS. CC\S-RU�TIO\ \OYES: EFFE\ C DV\WI\GS: 2-88—S11 2-88—S281 2-88-1A11 2-88-1E61 2-88-1E361 JU I 1 202 0 0 ' 0 0 0 0 r 1S61 KEY PLAN SCALE: NTS 4 8 16 0 24 NO Et• ft SCALE: 1/8"=1'-0" PARTIAL FIRST FLOOR SLAB PLAN REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 3 2018 City of Tukwila BUILDING DIVISION CURRENT REVISION W5752566 SYMBOL RECEIVED CITY OF TUKWILA OCT 1 2 :2018 PERMIT CENTER DATE 10.9.18 ENGINEER T. LEE CHECKED L. RAMEY APPROVED R. McNIESH APPROVED L. RAMEY 04.23.99 04.23.99 04.29.99 04.29.99 TITLE STRUCTURAL MASTER MAZAK HCN 10800 FOUNDATION BUILDING 2-88 COL A -D/4-8 PLANT 2, WA SHEET 1S61 SEQUENCE NO. 982191-00 DWG NO. 2--88-1 S61 Xref .\07-088—S11.dwa 0 U 0) 0 0 N d- 03 LYTTLED: 01/23/08 13:43 0 r. N (E) PILE CAP, 2'—O" BELOW FLOOR 6" 30'-O" 28'-3" MIN 25'-0" 1 (E) 18" X 18" CONC (E) FLOOR SLAB TIE BEAM, 2'-0" JOINT, TYP — BELOW FLOOR A S537 S538 TYP 0 0 0 0 0 0 0 (E) PILE CAP, 2'-0" BELOW FLOOR (E) 18" X 18" CONC TIE BEAM, 2'-0" BELOW FLOOR ---� 44\to,,, S537 0 0 0 0 0 0 0 ----- ---------------- 0 1— H LSI U (E) FLOOR SLAB CONSTRUCTION OR CONTROL JOINT, TYP 1— J –1 (E) UTILITY TRENCH FLOC SLA3 SCALE: 3/8" = 1'-0 1'-3" S537 & FOU\NATIO\ PLA\ � 22'-6" 1561 S537 6'-3" J SUGGESTED SAWCUT LINE, TYP FOUNDATION REPLACEMENT FLOOR SLAB �oo REVISION :a• .< •4 4•. III=1 I I �o O OU o 0 q, Ott0 0 Q7 OU �II� -I I- � O II' O n_ n 00 O A n 00 00 00 0 l�'I� .ill .11llli BY APPROVED DATE SYM O o0 00 O 7)0 0 O o0 00 O o0 00 O o0 00 on QO 00 O o0 0 NOTE: FOR REINFORCING, ANCHOR BOLT POCKETS, BASE MATERIALS, AND FLOOR SLAB CONSTRUCTION, SEE SHEET S538. SECTIO\ SCALE: 3/8"=1'-0" REVISION BY S537 APPROVED DATE O QO o� 1=1I„ � O , I iii=III i1 ORIGINAL ISSUE DRAWING REVISIONS (NO DESIGN CHANGES) W5752566 W5752566 DWL DWL LYTTLE LYTTLE 9.14.18 10.9.18 FOUNDATION, SEE S537 S538 (2) #4 X 5'-0" BARS, TYP AT ALL RE—ENTRANT CORNERS OF REPLACEMENT SLAB TYP S537 S538 REPLACEMENT FLOOR SLAB, TYP ALL AROUND (E) 18" X 18" CONC TIE BEAM, 2'-0" BELOW FLOOR OUTLINE OF SUGGESTED FLOOR REMOVAL & EXCAVATION AREA EXISTING FLOOR SLAB Q�BOE/NGS ISE\ E SAL \OTES A. DESIGN LOADING 1. MAZAK HCN 10800 MACHINE WEIGHT: APPROXIMATELY 99,200 POUNDS. B. EXCAVATION AND BACKFILL 1. SAWCUT FULL DEPTH THROUGH THE EXISTING CONCRETE FLOOR SLAB ALL AROUND PERIMETER OF AREAS REQUIRING REMOVAL OF SLAB FOR NEW WORK, UNLESS NOTED OTHERWISE. 2. THE GRANULAR BASE BELOW FOUNDATION SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY (ASTM 01557). 3. REPLACEMENT FLOOR SLABS SHALL BE PLACED OVER A 3" SAND LAYER, OVER A VAPOR BARRIER, OVER A 6" THICK GRANULAR BASE COURSE. THE GRANULAR BASE COURSE SHALL CONSIST OF WELL GRADED 3/4" MINUS CRUSHED ROCK, CONTAINING LESS THAN 5% BY WEIGHT OF FINES, AND SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. C. CAST—IN—PLACE CONCRETE 1. MATERIALS: CEMENT: ASTM C150, TYPE I/II WATER: POTABLE AGGREGATE: ASTM C33 WATER REDUCER (IF USED): ASTM C494, TYPE A 2. CONCRETE MIX DESIGN: CONCRETE SHALL DEVELOP A MINIMUM F'c = 4000 PSI AT 28 DAYS. PROVIDE A MINIMUM OF 6 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. MAXIMUM SLUMP SHALL BE 4" AT POINT OF DELIVERY. FLYASH OR OTHER CEMENTITIOUS SUBSTITUTES FOR CEMENT ARE NOT ALLOWED. COARSE AGGREGATE: 1 1/2" MAXIMUM SIZE. (DO NOT USE A PEA GRAVEL MIX.) 3. DESIGN MIXES SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 4. SIDES OF FOUNDATION SHALL BE FORMED. 5. FINISH: SLABS AND EXPOSED HORIZONTAL SURFACES: STEEL TROWELED FINISH. FORMED SURFACES: ROUGH FORM FINISH. 6. PROVIDE MOIST CURING OF REPLACEMENT FLOOR SLABS FOR A MINIMUM OF 7 DAYS, AND MOIST CURE FOUNDATION FOR A MINIMUM OF 14 DAYS. DO NOT USE CURING COMPOUND. D. REINFORCING STEEL 1. CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 301 AND ACI 315. 2. REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615 GRADE 60. 4. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DRAWINGS. THE FOLLOWING MINIMUM COVER FOR REINFORCEMENT SHALL BE PROVIDED, UNLESS NOTED OTHERWISE: (A) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" (B) FORMED SURFACES EXPOSED TO EARTH 2" JUR 16 MO (E) UTILITY TRENCH y_ 16'-1" E. JOINT FILLER AND SEALANT 1. PREMOLDED JOINT FILLER SHALL BE 1/2" THICK SELF—EXPANDING CORK. INSTALL FULL DEPTH OF SLABS MINUS 1/2" AT TOP FOR SEALANT. USE AN EXPANSION JOINT CAP, SUCH AS SEALTIGHT SNAP -CAP, TO FORM THE RECESS FOR JOINT SEALANT. 2. ALLOW CONCRETE TO CURE FOR A MINIMUM OF 4 WEEKS BEFORE PLACING JOINT SEALANT. REMOVE EXPANSION JOINT CAP, AND CLEAN DEBRIS AND FOREIGN MATERIAL FROM JOINTS PRIOR TO PLACING SEALANT. 3. JOINT SEALANT SHALL BE POLYURETHANE SEALER. PROVIDE A TAPE STRIP BOND BREAKER TO EXPOSED TOP OF JOINT FILLER BEFORE INSTALLING SEALANT. TOP OF SEALANT SHALL BE FLUSH WITH TOP OF CONCRETE SURFACE. PLACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. F. EPDXY FLOOR COATING 1. APPLY EPDXY FLOOR COATING TO NEW CONCRETE FOUNDATION AND FLOOR SLAB SURFACES IN ACCORDANCE WITH SPECIFICATION PROVIDED BY ARCHITECT. G. TESTING AND SPECIAL INSPECTION 1. TESTING AND SPECIAL INSPECTION SHALL BE PERFORMED BY QUALIFIED AGENCIES DESIGNATED BY BOEING. 2. SPECIAL INSPECTION ACCORDING TO THE REQUIREMENTS OF THE 2015 IBC CHAPTER 17, WILL BE PROVIDED FOR THE FOLLOWING: (A) EARTHWORK (PLACEMENT AND COMPACTION OF GRANULAR BASE MATERIAL) (B) CONCRETE CONSTRUCTION CO\ ST'UCTII OYES A3 SAWCUTS THROUGH FLOOR SLAB SHALL BE NO CLOSER THAT 6" TO EXISTING SLAB JOINTS LOCATED ON THE COLUMN LINES. DO NOT SAWCUT THROUGH THE THICKENED PORTION OF FLOOR SLAB ADJACENT TO THE EXISTING UTILITY TRENCH. EXACT AS—BUILT OUTLINE OF PILE CAPS AND TIE BEAMS IS NOT KNOWN. EXCAVATE WITH CARE TO AVOID IMPACTING THEM. =VIATI O \ s CONC = CONCRETE CLR = CLEAR DEG = DEGREES DIA = DIAMETER (E) = EXISTING EA = EACH EMBED = EMBEDMENT EW = EACH WAY (E) THICKENED SLAB (REF) 2'-7" SUGGESTED SAWCUT LINE, TYP -44111 3,-5" EXIST = EXISTING MAX = MAXIMUM MIN = MINIMUM NTS = NOT TO SCALE OC = ON CENTER PLCS = PLACES PVC = POLYVINYL CHLORIDE REF = REFERENCE REQD = REQUIRED T&B = TOP AND BOTTOM TYP = TYPICAL w/ = WITH Jt � 18 2O ••• j .4'.° `• a II \ e'! 4 . , •4 e a . . Hit—ril / /, '4.4' . 4.....:. O° 1 `�'O 09-P, 00 00 o 0 0• q 1= 1IdriTt171-11117 — ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN DWL FOR REINFORCING, ANCHOR BOLT POCKETS, BASE MATERIALS, AND FLOOR SLAB CONSTRUCTION, SEE SHEET S538. S ECTI D \ SCALE: 3/8"=1'-0" DATE CHECKED S537 1= SUBTITLE FLOOR SLAB AND FOUNDATION PLAN & SECTIONS REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 3 2018 City of Tukwila BUILDING DIVISION CURRENT REVISION RECEIVED CITY OF TUKWILA OCT1 2 2018 PERMIT CENTER SYMBOL A DATE 10.9.18 ENGINEER D.W. LYTTLE CHECKED APPROVED APPROVED TITLE INSTALL MAZAK HCN 10800 MACHINE STRUCTURAL MASTER BUILDING 2-88 COL B-6 PLANT 2, WA SHEET S537 JOB NO. W5752566 COMP NO. DWG NO. 2-88—S53 7 Q LY1TLED: 9/14/2018 7:24:01 25'- 0" 14'-11" 10,-1" 7,-7„ 2'-6" 1 3/8" 2'-11 3/8" 2'-9 1/2" 1/2" a t N nTYP S538 \___. _ T ,i- rn CO , I 1 , 11 411‘ NW A lc,- -NW 4r) ---• I ro I N // 11 II I V W I N-) 7 o N = 0 1 N 0 AL Q I\ • MP" _ CD TYP A 1 - co N I�i�li� 5538 5538 r REVISION 6'-7 1/2" -4 3/4" 2'-4 3/4" 2'-4 3/4" 2'-5 1/8" 1" 2'-9 1/2" -6 5/8" 22'-6" FOU\RATIO\ PLA\ 1 SCALE: 1/2" = 1'-0" BY APPROVED DATE SYM REVISION S537_1 S538 BY APPROVED DATE ORIGINAL ISSUE DRAWING REVISIONS (NO DESIGN CHANGES) W5752566 W5752566 DWL DWL LYTTLE LYTTLE 9.14.18 10.9.18 OP- Aug 18 2.1Y4 e.mtt.mr° N #4 @ 10" OC LONGITUDINAL BARS, TYP T&B #4 @ 10" OC TRANSVERSE BARS, TYP T&B #4 X 1'-2" DOWEL @ 10" OC, T&B, SECURE IN EXIST SLAB W/ EPDXY ADHESIVE DOWEL EMBED (E) SLAB REPLACEMENT SLAB SAWCUT LINE, TYP 1/2" FOUNDATION 1/2" X 1/2" JOINT SEALANT 1/2" PREMOLDED JOINT FILLER • N #8 @ 12" OC, EW 3" SAND LAYER 6" GRANULAR BASE COURSE PVC VAPOR BARRIER STRUCTURAL FILL OR GRANULAR BASE COURSE MATERIAL SECTIO SCALE: 3/4"=1'-0" #8@10"OC, EW ANCHOR BOLT BY MACHINE INSTALLER -TAI L SCALE: 1 1/2"=1'-o" MACHINE ANCHOR BOLT FITTING, BY MACHINE INSTALLER L C S538 S538 ANCHOR BOLT BLOCKOUT 2 TYPICAL (19) PLACES S538 ANCHOR BOLT BY MACHINE INSTALLER WHERE A BAR IS INTERRUPTED BY A BLOCKOUT, SHIFT ITS LOCATION TO NEAREST SIDE OF BLOCKOUT, TYP TOP REINFORCING (BEYOND) TOP REINFORCING NON -SHRINK GROUT, BY MACHINE INSTALLER #4 HORIZONTAL TIE AROUND BLOCKOUT, TYP SECTIO SCALE: 1 1/2"=1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PROVED BY jIo DEPT. DATE DRAWN DWL CHECKED S538 DATE SUBTITLE 8" COMPACTED GRANULAR BASE rA S537, S538 S538 JIM 1c 28,0, SECTIO SCALE: 1 1/2"=1'-0" rc� 5538 FOUNDATION PLAN AND DETAILS CURRENT REVISION REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 3 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SYMBOL A OCT 1 2 2018 -'ERMi! I CENTER DATE 10.9.18 ENGINEER D.W. LYTTLE CHECKED APPROVED APPROVED TITLE INSTALL MAZAK HCN 10800 MACHINE STRUCTURAL MASTER BUILDING 2-88 COL B-6 PLANT 2, WA SHEET S538 JOB NO. W5752566 COMP NO. DWG NO. 2-88-S538 LYTTLED: 9/14/2018 9:51:29 AM