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Permit D07-050 - SABEY CORPORATION - SLAB AND EXCAVATION
SABEY CORD 3355 S 120 ST D07 -050 Parcel No.: 1023049069 Address: 3355 S 120 PL TUICW Suite No: Tenant: Name: SABEY CORPORATION Address: 3355 S 120 PL , TUKWILA WA City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: httn: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: GLENN PARRY Address: 12201 TUKWILA INTERNATIONAL BL , SEATTLE WA 98168 Phone: 206- 281 -4200 Permit Number: D07 -050 Issue Date: 03/06/2007 Permit Expires On: 09/02/2007 Contractor: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4TH FL , SEATTLE WA 98168 -5121 Phone: (206)281 -8700 Contractor License No: SABEYC *953RE Expiration Date: 12/05/2007 DESCRIPTION OF WORK: REMOVE PORTION OF SLAB AND EXCAVATE AS NEEDED TO INSTALL REMAINDER OF TRENCH AS PER PLAN. APPROXIMATELY 300 LF OF CONCRETE TRENCH WITH CONCRETE LID. Value of Construction: $125,000.00 Fees Collected: $2,323.54 Type of Fire Protection: SRPINKLERS /AFA International Building Code Edition: 2003 Type of Construction: IA Occupancy per IBC: 0012 doc: IBC -10/06 * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director D07 -050 Printed: 03 -06 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: I hereby certify that I have read an governing this work will be compli Signature: doc: IBC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: httn: / /www.ci.tukwila.wa.us N Private: Public: Profit: N Non- Profit: N Private: Public: Permit Center Authorized Signatur I 1. . I 1 .1i, .. Date: GI Tit 10' f Print Name: 6 G/'/ / '2R Permit Number: D07 -050 Issue Date: 03/06/2007 Permit Expires On: 09/02/2007 Steven M. Mullet, Mayor Steve Lancaster, Director permit and know the same to be true and correct. All provisions of law and ordinances er specified herein or not. The granting of this permit does t presume to give au • rity to violate or cancel the provisions of any other state or local laws regulating construction or the performan of rk. I am au • • e • o sign and obtain this development pe r3nit. Date: This permit shall become null and void if the dvork is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -050 Printed: 03 -06 -2007 Parcel No.: 1023049069 Address: Suite No: Tenant: 3355 S 120 PL TUICW SABEY CORPORATION 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -050 ISSUED 02/13/2007 03/06/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: 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. 7: 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. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, 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: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248 - 6630). 11: 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. * *continued on next page ** doc: Cond -10/06 D07 -050 Printed: 03 -06 -2007 Signature: Print Name: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. 17 Date: D07 - 050 Printed: 03 -06 -2007 Tenant Name: Company Name: Mailing Address: s CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htrp://www.cltukwila.wa.us Site Address: 3 35./ /.1c) T sT GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Contact Person: f r7f ..tit/ ?LP a R/ E -Mail Address: 6esov ? C' 5t aSr - e cti Contractor Registration Number: 5 sz 9e G '&` ?J".3 Pt Contact Person: E -Mail Address: Contact Person: P9'4 /f. f' L 1/4' E -Mail Address: P #L CO_ 49W41IEiVZ8, GO/`T Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9-2006 bh P o5D Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 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 ** King Co Assessor's Tax No.: /0,0 V Yc PI -07 Floor: ❑ Yes ❑..No Suite Number: New Tenant: Property Owners Name: ..TO 76'P/ ti/a T /ONB L 6er wor cad? Lc- e Mailing Address: /.J.ZO/ T v / 4 w / / ! 4-r;I?E'R rl tt, , ,I /up g p /OD 14� a f O f City - S tate Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: 6IFM*' / Ir , 2 Day Telephone: v�V�! " ^ 4/A O Mailing Address: /M v /4'i. /ht rot 16 ,Vt7 /0 a t / ' ��� /!�C 45 "V e �+ 1 & City State Zip E -Mail Address: (.s� v f/ 742, SSee," . Cdf Fax Number: e V(M " 7/ - ©r Company Name: coFr Co. 57a vw 7i o Mailing Address: /JAW 74/60//0 .701 /S /yam _0150F /F • 14 777 7 City Zip Day Telephone: a?4Uo • IZ P7 ^ 4/..400 Fax Number: c10jo 1 09.1 a Expiration Date: / 0.57) 7 State ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record State Zip City Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: tea /4 LAB/? 5 /1/417 #0,1 2 h C- _ Mailing Address: l f ? /aoJ� / �//8i . �4 . e. f6i77/8 W'9' f r�_5 City State Zip Day Telephone: 0706 Ca4 ' XS 0 Fax Number: "04 - -•G 6 9r Page 1 of 6 BUILDING PERMIT INFORMATION — 206- 431 -3670 ,v Valuation of Project (contractor's bid price): 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): ,Erov6 4 / ✓SF. p 17 /Q ./b n 5,49 -// Rer";ii6 7/6 /�/?c h. 43xirJ�Ty 300 G L(/ /7`H Con C/ 1 7 ` 8 1/ Roger /o vi OF /IB d-•r P e4tvOte- 9 %it c/74 y 5 t' 'Cem c 726 T/?Lcn c , Will there be new rack storage? ❑ Yes . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1 Floor 2 'Floor :' 3`d Floor` Floors Basement. Acce`s`sory Structure* Attached Garage -' Detached Garay Attached C - Detached;Carperr, Covered` Deck' Uncovered Deck r 000 Interior Remodel /cc° Addition to Existing Structure NoK ,ion Type of Construction] IBC 47 ecupancy per 1BC - Ste' eiv PLANNING DMSION: 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 ❑ No If "yes ", explain: FIRE PRCTION/HAZARS MATERIALS: fig/ Sprinklers A utomatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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. Q: Applications\Forms- Applications On LineO -2006 - Permit Application.doe Revised 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Signature: Day Telephone: Mailing Address: /0/ 4W/ f t nTEA/r�t t9•4C siva yt"P /.On U /eV4 /.4 9r/ r State Zip Print Name: Date Application Expires: Date Application Accepted: /y, 'L - I"r 01 Q: Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh City Staff InitAn Page 6 of 6 Receipt No.: R07 -00219 Payee: SABEY CORPORATION ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 1023049069 Permit Number: D07 -050 Address: 3355 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 02/13/2007 Applicant: SABEY CORPORATION Issue Date: Initials: BLg Payment Date: 02/13/2007 02:23 PM User ID: ADMIN Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 39406 2,323.54 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 1,405.48 913.56 4.50 Total: $2,323.54 Payment Amount: $2,323.54 doc: Receiot -06 Printed: 02 -13 -2007 Prolect: ,,, • Type of Inspection: ..) /: / ;11•9 / Address: 2 3,5 3 /2 0 : Date Called: Special Instructions: Date Wanted: C.m- --- 7 — 2 " e: p.m. Requester: Phone N9: - Lt 5, - / / 5 c; INSPECTION NO. gi Approved per applicable codes. SPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431-3 EJ Corrections required prior to approval. COMMENTS: r; /7 / 44 rrr:s ,)4 ": z £77 58 .00 REINSPECTION FEE RQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: Type of Inspection: / W9 •1?: \J Address* ne:Date 3 3 Called: Special Instructions: Date Wanted: e /Z - 2 • p. m l Requester: Phone No: I NSPE •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 0 Approved per applicable codes. COMMENTS: IPM El $58. NSPECTION FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: — INSPECTION RECORD Retain a copy with permit 0 Corrections required prior to approval. Pro' . D4 ore-7 (y/ - Type of Inspection: t2/.v1 ) 414 7/ Address: —g..5 d /?'67/ Date Called: ..J /�Gi,, . /- �j�cn � Special Instructions: , -1 , / ..� �/J /r / 7 z 5 5- / / S O Date Wanted: ..m -- / 2 r Q 7 ` Requester: equester: Phone No: - �..= �-- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: /r/ / r //1 6 Date; , / _ Gr 58.00 REINSPECTION E REQUIRED Prior to inspection, fee must be paid at 6300 Southcent Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Project: `S/5 S DY. Type of I pection: /L ,- v 'r '4F -e', r9 �nL Address: / ,33 5 - s /2v / / Date Called: Special Instructions: Date Wanted: 4/ - 10 — O7 �a.m. C ri Requester: Phone No: d U G - 7 5 -, //& INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /' / 421:5 �S - /.q D >t/ / s / Q , Date: REINSPECTION FEE R UIRED rior to inspection, fee rr(ust be t 6300 Southcenter Blvd., uite 00. Call to sechedule reinspection. R No.: Date: INSPECTION RECORD Retain a copy with permit PER (206)431 -3 Pro ct: .34 c Type of Inspection: 4 o)/f(a7Jtb 704 Date Called: Address: _513 515 5 i ?_d / Special Instructions: RUli✓ Ar7 /9� J Date Wanted: a.m. Requester: / /W)ti y Phone No: O G 2 SS // U 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (2 06)43 1 -3 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: a 47 S, �r� Me-t/ Ins or: Date`/ , / _1 $58. REINSPECTION FE REQUIRED. P 'or to inspection, fee must be pai ./t 6300 Southcenter B d., Suite 1 . Call to sechedule reinspection. Receipt No.: Date: MAYES TESTING ENGINEERS, INC. August 24, 2007 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Re: Sabey Data Center IGE Utilador 3355 S. 120 Place Tukwila, WA MTE Project No. T7060 Gentlemen: 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: 1. Epoxy Dowel /Bolting 2. Reinforced Concrete 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 TESTING ENGINEERS, INC. pL Timothy eckerle, P.E. Lynnwood Branch Manager 1N31?':dO19 , AliNftt°'" ' 1001 /4 0 d3S C1::1i∎1 :3ad FINAL LETTER Permit No. D07 -050 Cc: Dan Lake, Engineers Northwest — Marcelo Garces, Sabey Corporation Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor. Air Temperature: Weather. Product Supplier. Ticket Number : MixDesign ID : Sample Temp. I (ASTM C1064) NR Water /Cement Ratio: r 0.273 Placement Location and Notes: 11 SAMPLES CAST BY CONTRACTOR. Date Made Sample # Lab # 1 08/06/07 1 1 08/06/07 Remarks: 0007 1 0007 1 Sabey Data Center IGE Utilador 3355 S 120th Place Tukwila, WA Sabey Corporation Engineers Northwest Sabey Corporation NR Overcast Concrete Cadman 755552 .4VEO Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 AUNi7y fax 253.584.3707 CONCRETE LABORATORY TEST REFRDRTOPi ij 1 Initial Storage Temp. (ASTM C31) NR Slump (ASTM C143) 1 5687 1 5688 1 NR 08/13/07 1 08/15/07 Technician(s): Subcontractor Tested by Lockwood, R. 7 9 FIELD DATA ASTM C31 and C172 Entrained Air (ASTM C231) 1 1 NR Sample(s) Rec'd: 08/07/07 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) 1 4x8 1 4x8 50565 1 1 51795 1 AUr, 24`2001 Mix Proportions: Ingredient Coarse Aggregate Coarse Aggregate Fine Aggregate Water Cement WRA Cement Slag 1 4.00 1 4.00 Project No: Issued on: Sample Set ID: T7060 08/20/07 14215 Permit # (s): D07 -050 El Original: Revised: Required Strength: (fc) psi @ days 1 12.57 1 1 12.57 1 4020 1 4120 NOTES: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Weight (per cu.yd) 1,458.0 lbs 455.0 Ibs 1,435.0 Ibs 150.0 Ibs 450.0 Ibs 28.0 oz 100.0 lbs Area Strength (psi) Type of Fracture 1 Type 2 1 1 Type 5 • Reviewed by �✓ Dennis Sanbom Branch Manager MTE 1050 -1C, Rev 3, 07/19/07 MAYES TESTING ENGINEERS, INC Project Name: Sabey Data Center IGE Utilador Site Address: 3355 S 120th Place Tukwila, WA Client Sabey Corporation Engineer: Engineers Northwest Contractor. Sabey Corporation Air Temperature: NR Weather. Overcast Product: Concrete Supplier. Cadman Ticket Number : 755552 MixDesign ID : Sample Temp. initial Storage Temp. (ASTM C1064) I (ASTM C31) NR NR Water /Cement Ratio: i l Slump (ASTM C143) I Sample(s) Rec'd: 1 0.273 NR 08/07/07 Required Strength: (fc) Placement Location and Notes: SAMPLES CAST BY CONTRACTOR. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Area Strength (psi) Type of Fracture 08/06/07] L08/06/07 Remarks: 0007 70007 5687 1 5688 Technician(s): Subcontractor Tested by: Lockwood, R. CONCRETE LABORATORY TEST REPOi 253.584.3707 OPBiIENT 08/13/07 1 1 08/15/07 Entrained Air (ASTM C231) 7 r 1 FIELD DATA ASTM C31 and C172 NR L4x l 4x8 51795 I Mix Proportions: Ingredient Coarse Aggregate 1,458.0 Ibs Coarse Aggregate 455.0 Ibs Fine Aggregate 1,435.0 Ibs Water 150.0 Ibs Cement 450.0 Ibs WRA 28.0 oz Cement Slag 100.0 Ibs psi © days 5056 4.00 L12.57 4.00 1 x12.571 CEIVED AUG 2 4 2007 Reviewed by: �-'" Dennis Sanbom Branch Manager Project No: T7060 Issued on: 08/20/07 Sample Set ID: 14215 Permit # (s): D07 -050 Original: V Revised: 4020 4120 Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 Weight (per cu.yd) Type 2J " Type 5 NOTES: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" MrE 1050-1C, Rev 3, 07/19/07 MAYES TESTING ENGINEERS, INC. /=F MTE NO: PROJECT: Address: PERMIT NO: Page 15 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T7060 SABEY DATA CENTER 3355 S. 120 Place Tukwila, WA D07 -050 Engineers NW Sabey Corporation 7-31 -07 Sunny Epoxy N/A IGE UTILADORD c 0 41 4 J 2 ° 0 ? Op Reviewed by: MTE inspector arrived onsite to inspect installation of #4HZ resteel for the Utility door infill at 5 line, between 14 and 15. All resteel was properly installed in clean, dry holes, and secured with Hilti HY 150 Epoxy. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jerry Graham nnis Sanborn, Branch Manager cc: Dan Lake, Engineers NW — Marcelo Garces, Sabey Corporation — Building Department, City of Tukwila Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. MTE NO: T7056 PROJECT: SC5 BUILDING Address: 17275 Southcenter Parkway Tukwila, WA ' PERMIT NO: D07 -012 Page 38 Owner: Decker Development Architect: — Engineer: Engineer's Northwest, Inc. Contractor: — Date: 8 -8 -07 Weather: Cloudy Inspection: Structural Steel Samples: N/A Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 �' �E! y t' E� ph 425: 42.9360 fax 425.745.1737 'AUG 151001 Tacoma Office 10029 S. Tacoma Way O EV ELO A N T Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 MTE inspector arrived on site for structural steel inspection. Inspected welding of the joists, joist girders and ledger angle on lines B / 1 to 3, C / 1 to 6 and D & E / 1 to 7. Inspected top welds so the deck welding could be completed. Welds were acceptable. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: INSPECTOR: Jim R. Kay nnis Sanborn, Branch Manager cc: Willy Chen, Engineer's Northwest, Inc. — Brad Decker, Decker Development — Building Department, City of Tukwila Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 14 Owner: Architect: Engineer: Contractor: Date: Weather. Inspection: Samples: T7060 SABEY DATA CENTER IGE UTILADOR 3355 S. 120 Place Tukwila, WA D07 -050 Engineers NW Sabey Corporation 5 -22 -07 Inside Quick Bolt Anchors N/A RECEIVED 'JUN 01 2001 DEVELOPMENT Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site as requested this day for special inspection of anchor installation. At Northwest Generator Room Wall, an upgrade of concrete walls around (3) openings was done with tube steel columns at each side, and at corner, angle steel with anchors. Embed was 4" with 1/2" bolts on columns and s/" bolts for angles at corner all spaced at 4' on center. The contractor also added over the top of these openings a 6X6X1/4" angle with'/" anchors at 4' on center. MTE physically verified that each bolt was tight and installed per Hilti Kwik bolt II, ICC report #ESR -1385 specifications. No deficiencies were noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: INSPECTOR: Jaimie Gordon Dennis Sanborn, Branch Manager cc: Dan Lake, Engineers NW — Marcelo Garces, Sabey Corporation — Building Department, City of Tukwila MAYES TESTING ENGINEERS, INC -rte w ,_ . Project Name: Site Address: Client: Engineer: Contractor. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID: Sample Temp. (ASTM C1064) 66 °F {Water /Cement Ratio: ' [ Slump (ASTM C143) i I Sample(s) Rec'd: ' 0.476 5" l 04/26/07 Required Strength: (f c) {Placement Location and Notes: I 4000 psi © 28 days Walls from slab on grade to +4' at grids D- D.8/2.6 -2.8. Sampled at 9 of 9 total cubic yards at 3:45pm. Date Made Sample # 04/25/07 04/25/07 1 1 04/25/07 1 04/25/07 1 Remarks: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) 0005 IL2741 0005 1 1 0005 1 1 0005 1 Sabey Data Center IGE Utilador 3355 S 120th Place Tukwila, WA Sabey Corporation Engineers Northwest Sabey Corporation 53 °F Inside Concrete Cadman 723214 581081G Initial Storage Temp. (ASTM C31) NR 1 2742 1 2743 1 1 2744 1 05/02/07 1 05/23/07 1 1 05/23/07 1 1 05/23/07 Inspector(s): Edmonds, B. Tested by: Quiring, A. 1 7 1 X28 LJ 28 1 COMMUNITY DEVELOPMENT CONCRETE LABORATORY TEST REPORT FIELD DATA ASTM C31 and C172 1 Entrained Air (ASTM C231) NR 6x12 6x12 1 6x12 6x12 Actual 138590 201560 1 1206855 F199025 1 Mix Proportions: Ingredient Cement Cement Slag Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate MRWRA Water 1 6.02 1 5.99 5.99 1 5.99 RECEIVED JUN 01 2007 Project No: T7060 Issued on: 05/23/07 Sample Set ID: 13461 Permit # (s): D07 -050 Original: Revised: Surface Strength (psi) Break Type 28.46 28.18 28.18 28.18 4870 1 7150 7340 7060 Reviewed by: ,LQ6 Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 Weight (per cu.yd) 447.0 Ibs 99.0 Ibs 1,473.0 lbs 426.0 lbs 1,407.0 lbs 27.9 oz 260.0 lbs NA NA NA NA 1 f f MTE 1050 -1C, Rev2, 10/18/ Project Name: Site Address: Client Engineer: Contractor: Air Temperature: Weather. Product: Supplier: Ticket Number : MixDesign ID : Date Made Sample # L04/23/07 1T0004 1 rei4/2 1 04/23/07 11 0004 1 04/23/07 1 Remarks: MAYES TESTING ENGINEERS, INC RECEIVED 70029 S. Tacoma Way 1 0004 1 1 0004 1 Sabey Data Center IGE Utilador 3355 S 120th Place Tukwila, WA Sabey Corporation Engineers Northwest Sabey Corporation 55 °F Inside Concrete Cadman 7722411 581081G Sample Temp. I ' Storage Temp. Entrained Air (ASTM C1064) { (ASTM C31) I (ASTM C231) 67 °F NR NR { Slump (ASTM C143) I [ Sample(s) Rec'd: i 5" 04/24/07 Required Strength: (f c) [Placement Location and Notes: i 4000 psi @ 28 days Slab on grade at grids D-D.8 / 2.6 -2.8. Sampled at 4 of 4 total cubic yards at 2:35pm. No batch weights and no design weights on delivery ticket provided. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) 1 2688 1 I 2689 1 1 2690 1 2691 = 7. JUN 01 2007 CONCRETE LABORATORY TEST REFACZNT 04/30/07 1 05/21/07 1 1 05/21/07 1 05/21/07 Inspector(s): Edmonds, B. Tested by: Gordon, M. 1 7 1 1 28 1 1 28 1 X281 FIELD DATA ASTM C31 and C172 1 6x12 1 1 6 x 12 1 6x12 1 6x12 Actual I Mix Proportions: 1 1428201 1 198730 1 209295 210020 1 6.00 1 1 6.00 6.00 Permit # (s): D07 -050 Original: Revised: rJ Surface Strength (psi) Break Type 1 28.27 1 (6.00 1 28.27 1 1 28.27 28.27 1 Project No: Issued on: Sample Set ID: 5050 1 1 7030 7400 1 7430 Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T7060 05/21 /07 13446 • NA NA NA 1 NA 1 Reviewed by: R Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE 1050 -1C, Rev2, 10/18/ MAYES TESTING ENGINEERS, INC. May 24, 2007 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Re: Sabey Data Center IGE Utilador 3355 S. 120 Place Tukwila, WA MTE Project No. T7060 Gentlemen: Special inspection was provided for: We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, 1. Epoxy Dowel /Bolting 2. Reinforced Concrete MAYES TESTING ENGINEERS, INC. Timothy eckerle Principal Engineer RECeiv MAY 2 9 2007 COMMUNfT � izz r FINAL LETTER Permit No. D07 -050 Cc: Dan Lake, Engineers Northwest — Marcelo Garces, Sabey Corporation Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 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. 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. May 22, 2007 ES- 0312.01 Sabey Corporation 12201 Tukwila International Boulevard, Suite 400 Tukwila, Washington 98168 Attention: Mr. Glenn Parry Subject: Final Report Construction Monitoring and Consulting Services Intergate East — Building #3355 Fuel Line Trench East Marginal Way South and South 124 Street Tukwila, Washington Dear Mr. Parry: DO 7--osu Earth ( Solutions NW«c Earth Solutions NW PLC JUN 0 2001 BUILDING G DEPARTM • Geotechnical Engineering • Construction Monitoring • Environmental Sciences In accordance with your request, Earth Solutions NW (ESNW) provided construction monitoring and consulting services at the subject site. Our services included providing onsite observations and testing on a part-time basis from March 21 to April 20, 2007. ESNW representatives made four site visits to observe and test the fuel line slab subgrade and utility trench backfill. ESNW representatives conducted 11 field density tests in accordance with ASTM Test Designation D2922 (Nuclear Gauge Method). One representative soil sample was returned to our laboratory for analysis of the maximum dry density and optimum moisture content in accordance with ASTM D1557 -02 (Modified Proctor). Density test results indicate adequate compaction of at least a 94 percent average at the tested locations of the trench .backfill. An ESNW representative observed the slab subgrade for the fuel line to be in a dense condition and suitable for the allowable soil bearing capacity of 2,500 psf. Based on our observations and testing, and to the best of our knowledge, it is ESNW's opinion that the earthwork construction was accomplished in accor 4t a ite plans and ESNW's recommendations. 2881 152nd Avenue NE • Redmond, WA 98052 • (425) 284 -3300 • FAX (425) 284 -2855 • Toll Free (866) 336 -8710 Sabey Corporation May 22, 2007 We trust this letter meets your current needs. If you have any questions, please call. Sincerely, EARTH SOLUTIONS NW, LLC 9?-tA\0 Lewis A. Conklin, CET Geotechnical Services Manager Earth Solutions NW, LLC I ° EXPffiti ���/' '' Raymond A. Coglas, P.E. Principal ES- 0312.01 Page 2 MAYES TESTING ENGINEERS, INC. MTE NO: T7060 PROJECT: SABEY DATA CENTER IGE UTILADOR Address: • 3355 S. 120 Place Tukwila, WA PERMIT NO: D07 -050 Page 9 Owner: Architect: Engineer: Engineers NW Contractor: Sabey Corporation Date: 4 -25 -07 Weather: Cloudy Inspection: Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived on site to inspect the reinforcing for horizontal rebar for walls at grids D.8/2.6 to 2.8. Inspected as per plans and E -mail sketch for job # 99136 -026 dated 3/27/07 by Robert C. Raichle Jr. PE for size, grade, spacing, clearances, and cleanliness. No deficiencies noted. To the best of our knowledge, items inspected th's date are in accordance with approved plans and specifications. RECEIVED 'MAY 1 01001 D C EN tto y Monitored, sampled, and tested 9 cubic yards of :adman Concrete Mix #581081G placed in walls from slab on grade to plus 4' at grids D to [).8/2.6 to 2.8. All concrete placed by truck chute and mechanically consolidated. Made 4 (JX12) cylinders for strength testing. Reviewed by: INSPECTOR: Beorn Edmonds Dennis Sanborn, Branch Manager cc: Dan Lake, Engineers NW — Marcelo Garces, Sabey Corporation — Building Department, City of Tukwila Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 RECEIVED MAYES TESTING ENGINEERS, INC. MAY 10 10071 ;t ? DEVELOPMENT PMENT MTE NO: T7060 PROJECT: SABEY DATA CENTER IGE t1TILADOR Address: 3355 S. 120 Place Tukwila, WA PERMIT NO: D07 -050 Page 10 Owner: Architect: Engineer: Engineers NW Contractor: Sabey Corporation Date: 5 -1 -07 Weather: Cloudy Inspection: Epoxy Samples: N/A MTE inspector arrived on site for epoxy inspectio• t Slab dowels were to be epoxied into the existing slab around the perimeter of the utilidor. :leaning of holes from grid 13 -5 was verified. Epoxy installation of the dowels was cancelled dt_ to epoxy gun problems. To the best of our knowledge, items inspected tt..s date are in accordance with approved plans and specifications. Reviews d by: INSPECTOR: Steve Blaney 1 0 # is Sanborn, Branch Manager cc: Dan Lake, Engineers NW — Marcelo Garces, Sabey Corporat.on — : uilding Department, City of Tukwila Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. MTE NO: T7060 PROJECT: SABEY DATA CENTER IGE UTILADOR Address: 3355 S. 120 Place Tukwila, WA PERMIT NO: D07 - 050 Page 6 Owner: Architect: Engineer: Engineers NW Contractor: Sabey Corporation Date: 4 - 16 - 07 Weather: Inside Inspection: Epoxy Samples: N/A Reviewed by: INSPECTOR: Quang Le cc: Dan Lake, Engineers NW — Marcelo Garces, Sabey Corporation — Building Department, City of Tukwila Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to perform epoxy inspection of (9) #4 dowels of East wall into the existing pile cap. Dowels were installed as per RFI dated 3- 30 -07, and epoxy application was as per epoxy manufactory's recommendations. HILTY HY -150 was used and expired date 10/07. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T7060 oteasiveD PROJECT: SABEY DATA CENTER IGE UT Address: 3355 S. 120 Place �a �t Tukwila, WA l 2 PERMIT NO: D07 - 050 D e ' t Page 7 Owner: Architect: Engineer: Engineers NW Contractor: Sabey Corporation Date: 4 - 17 - 07 Weather: Inside Inspection: Reinforced Concrete Samples: (4) 6 x 12' Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to test and monitor the placement of Cadman Concrete Mix # 581081G (4,000 psi). This was accomplished for the east wall gridlines 2 to 13.5/E. The resteel was checked and approved by Beorn Edmonds (MTE). All concrete was placed by truck from the chute and was mechanically consolidated with a total of 30 cubic yards placed. Cast one set of (4) 6 x 12" cylinders for concrete strength verificat`on and results are as follows: Slump 4 ", mix temperature 65 °, air temperature 53° (inside), sampled at 3:55pm at 20 of 30 cubic yards. All results were given to the contractor. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Daniel Quehl Reviewed by: 4? Dennis Sanborn, Branch Manager cc: Dan Lake, Engineers NW — Marcelo Garces, Sabey Corporat .,n — Building Department, City of Tukwila MAYES TESTING ENGINEERS, INC. RECEIVED MTE NO: T7060 PROJECT: SABEY DATA CENTER IGE UTILADOR Address: 3355 S. 120 Place Tukwila, WA PERMIT NO: D07 - 050 Page 5 Owner: Architect: Engineer: Engineers NW Contractor: Sabey Corporation Date: 4 - 13 - 07 Weather: Cloudy Inspection: Resteel Samples: N/A Review,-. by: APR 2 4 20071 COMMUNITY DEVELOPMENT INSPECTOR: Beorn Edmonds cc. Dan Lake, Engineers NW — Marcelo Garces, Sabey Corporation — Building Department, City of Tukwila Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to inspect the reinforcing for west wall from top of footing to plus 4' at about grids D.6/9.5 to 3. Inspected as per E -mail from Dan Lake PE, SE on 3/30/07 to G. Parry, and S1 and detail C -1 for size, grade, and spacing. Noted horizontal and vertical reinforcing does not continue due to pile cap of shear wall intruding into utiladoor wall, RFI approves this condition with the addition of #4 bar 13" on center with 4" embedment using Hilti HY -150 epoxy. Also RFI approves the change of utiladoor lid to a non - structural slab, and therefor the lenton couplers on existing slab #6 rebar have been deleted (see sketch with email on 3/30/07 for job 99136 -026 dated 3/27/07). Also due to slab not being structural the wall rebar changed to all wall is as per detail C -1, and from grids 5 line to 3 line the wall is built as per detail A -1 which is #5 bar 10" on center eaci l way. Water stop has been placed at this time at the wall to footing joint. Final clearances and cleanliness will need to be approved on the day of concrete placement. There are two locations were the existing footing is close enough to the new wall that the rebar placed is touching the concrete instead of having clearance to allow new concrete to encase the rebar, the contractor states that the engineer has verbally approved this condition and RFI or memo to follow. The existing concrete in the pour will need to be sound and with no loose concrete for proper cleanliness. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. ennis Sanborn, = Manager MAYES TESTING ENGINEERS, INC. IIIIIIMISIBMIE777. - MTE NO: PROJECT: Address: PERMIT NO: Page 4 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T7060 SABEY DATA CENTER IGE UTILADOR 3355 S. 120 Place Tukwila, WA D07 - 050 Engineers NW Sabey Corporation 4 - 10 - 07 Inside Reinforced Concrete (4) 6 x 12' Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and observed approx 27 cubic yards of concrete placed at west wall of trench /vault on slab footing, full length, 1 -13. Concrete was placed via chute and consolidated by means of mechanical vibration. Concrete was supplied by Cadman, Mix ID #501080G, 5.0 sk mix, 3/4" max agg. Obtained one (1) sample for slump test, temperature and one (1) set of four (4) 6 "x12" cylindrical strength specimens. Results are as follows: Slump: 4.5 ", Temp: 69 °F, Amb Temp: 66 °F, Water added: 10 gallons, Ticket # 07718436, sampled at approx line 12 at 1:51 pm. Reinforcement previously inspected by MTE representative on 4/9/07. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: INSPECTOR: Anthony DeVoe ?mil ennis Sanborn, Br ?r Fi Manager cc: Dan Lake, Engineers NW - Marcelo Garces, Sabey Corporation - Building Department, City of Tukwila fienfr APB 0 2001 MTE NO: T7060 41% °P d y PROJECT: SABEY DATA CENTER IGE UTILADOR Address: 3355 S. 120 Place Tukwila, WA . PERMIT NO: D07 -050 MAYES TESTING ENGINEERS, INC. Page 1 Owner: Architect: Engineer: Engineers NW Contractor: Sabey Corporation Date: 3 - 29 - 07 Weather: Inside Inspection: Resteel Samples: N/A Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to check the resteei for the slab foundation for utilidor grid lines 2.5 to 13.5/D to E. The resteel was checked for size, grade, and spacing, referenced from details A -1 to C -1 in approved plans. All appeared to be according to the approved plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Daniel Quehl Reviewed by: Dennis Sanborn, Branch Manager cc: Dan Lake, Engineers NW — Marcelo Garces, Sabey Corporation — Building Department, City of Tukwila MAYES TESTING ENGINEERS, INC. RECEIVED MTE NO: T7060 Tacoma Office PROJECT: SABEY DATA CENTER IGE UTILADOR I',P f 1 2 i 10029 S. Tacoma Way Address: 3355 S. 120 Place Suite E -2 Tukwila, WA COMMUNITY Tacoma, WA 98499 DEVELOPMENT ph 253.584.3720 PERMIT NO: D07 -050 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 Owner: ph 503.281.7515 Architect: — fax 503.281.7579 Engineer: Engineers NW Contractor: Sabey Corporation Page 2 Date: 4 -2 -07 Weather: Sunny Inspection: Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived onsite to test and monitor the placement of Cadman Concrete Mix #581081G (3,000 psi). This was accomplished for the slab foundation for the utilidor grid lines 25 to 13.5/D to E. Checked and approved the resteel on 3/29 and checked for clearances and cleanliness prior to concrete placement. All concrete was placed by truck from chute and was mechanically consolidated with a total of 60 cubic yards placed. Cast one set of (4) 6 x 12" cylinders for concrete strength verification and results are as follows: Slump 3 ", mix temperature 68 °, air temperature 52 °, samples at 12:05pm at 31 of 60 cubic yards. All results were given to the contractor. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: INSPECTOR: Daniel Quehl Dennis Sanborn, Branch Manager cc: Dan Lake, Engineers NW - Marcelo Garces, Sabey Corporation — Building Department, City of Tukwila Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) Date Made Sample # Lab # 1 04/02/07 1 1 04/02/07 1 04/02/07 1 04/02/07 Remarks: 1 o001 1 1 0001 1 L0001 0001 RECEIVED .3 11 1 R CONCRETE LABORATORY TEST Rari Sabey Data Center IGE Utilador 3355 S 120th Place Tukwila, WA Sabey Corporation Engineers Northwest Sabey Corporation 52 °F Sunny Concrete Cadman 716064 581081G 1 FIELD DATA ASTM C31 and C172 Initial Storage Entrained Air (ASTM C31) (ASTM C231) 68 °F NR NR [Water /Cement Ratio: i Slump (ASTM C143) Sample(s) Rec'd: 0.466 3" [Placement Location and Notes: II 3000 psi @ 28 days Utilidor slab foundation from grid lines 2.5 to 13.5 / D to E. Sampled at 31 cubic yards of 60 total cubic yards at 12:05pm, as slab from grid lines 10 to 12 / D to E was being placed. 17 gallons of water added by contractor. 1 1969 1 1 1970 1971 1972 1 04/09/07 04/30/07 1 04/30/07 04/30/07 Inspector(s): Quehl, D. Tested by: Simmons, N. 7 1 28 1 Lad 28 04/03/07 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) 6 x 12] 1 6x12 1 6x12 6x12 Actual 146180 1 L6.00 11_28.27 1 0.00 1 0.00 11�0.o0J 1 0.00 Project No: Issued on: Sample Set ID: Permit # (s): 007 -050 Original: k; Revised: 0 I Mix Proportions: Ingredient Cement Slag Cement —Type I & II Coarse Aggregate 3/4" Coarse Aggregate 3/8" Fine Aggregate Water WRA Required Strength: (fc) Surface Strength (psi) Break Type 0.00 0.00 5170 1 Reviewed by: Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 253.584.3720 fax 253.584.3707 T7060 04/10/07 13285 Weight (per cu.yd) 98.0 Ibs 451.0 Ibs 1,472.0 Ibs 431.0 Ibs 1,406.0 Ibs 256.0 Ibs 27.6 oz NA NA NA NA f MTE 1050 -1C, Rev 2, 10/18/ FILE COPV Perrnt Pao. E 1{ ' \\ T ENGINEERS NORTHWEST, INS:; P.S. STRUCTURAL ENGINEERS - 6869 WOODLAWN AVE. N. E., SEATTLE, WA 98115 (206) 5257560 FAx (206) 522-6698 SABEY DATA CENTER INTERGATE EAST BUILDING 5 UTILIDOR TRENCHING TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS February 12, 2007 ENW Project No. 99136026 RECEIVED CITY OF TUKWItA FEB 13 20071 PERMIT CENTS: Do1 OS?) ENW ENGINEERS NORTHWEST, INC., P.S. ~ STRUCTURAL ENGINEERS PROJECT# 06•n 2_6 PROJECT LJAiNeGA �i tr 406, 3 DATE 7 6-c SUBJECT l S 1 S Tre,(J Cirrirt47 SHEET / OF -rnevay BY Oc_ - / 2 /2s PJF G6 e/ d` N 23 0 PcS A4;) 1 + e l? LL 0Aii y c J 4-ss Paa C49tc7 vu , r 48 L Lw 17 - .t#8(160) I00 21o. Pad l✓i Gr CAI 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 e- s H V 14, J / 03- �I MA-y, 0 Ap Z 05)(11,,l04 z- /gv ft' (Z, a'r? pF, 35 ToAI Cyi4c iy 70 K� / (V& us -95 70 1M <B "% Au&e- cfrs r 500 t 1 A-1/1-1 - (D.IX( t'33) 1,6 Ic ,,e- U7bef ,,r-or/Jew/do - 04 -5) 4,3. o,33 ENW ENGINEERS NORTHWEST, INC., P.S. PROJECT # f2 f % , C) Z,( PROJECT [i(/ ?tGi/q' 'r =13 (,/Z7 ,- SUBJECT L L goat too/t - 2 So (5, 33) Z (l, 3 3 /cc" cow6c1 -. 2-co (4-) Si4airt, k vt g 4r (13 (0,7-ij( ier ivfril to jt /La" 0 I. Ur n,`` CO 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522 -6698 2 /, 2 i &- (1 (.- S 04,64 7rLoval Z €r &v. Too - 346 6 STRUCTURAL ENGINEERS ( DATE 7" g -0 �'�r��1 SHEET 1- OF �' a `in By ,Q/ ,vew 1? /c -r ENS ENGINEERS NORTHWEST, INC., P.S. ^ STRUCTURAL ENGINEERS 'j' 6869 WOODLAAWWNAVE j N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 522-6698 PROJECT # �y 1) 6 • d .-L PROJECT -F- » 7'E7Z (,47 � GAS r r 1..0 f11 - 5 DATE SUBJECT SHEET 3 OF /Yeb./.d/ D C. - Low-tits, Wz. (0.50( 2 zoo S Inn K ( L ( 1J- )(S.5 - ft) 7 5 SD /2 00 p/? L Writ s uh3 ', ( ins) Z 7 S . O F/ U,c ' 7 cNUI z (4'Oee')(62. _ J o 0, 0 12 6 pi-12 b v [.r v1-i 60 L / ,Z..1.7-) t I. LS( /,(,) b j al4J {pr ' 3 4 1 ' - r /N _ 3,y`1 (Ls) = i I1v z 3,44 (is) c_4477,419„ b = 64 ' dC Coo (oU ft= 3 2 s.1-4- (14 L 7145 4 17 w / BY lJ,9°*1- Z S �� '1 r 2,55ft 12 c of e, ►Ltk s "q-7, 4 K . �t fro O. t `20- ¢ * I� ! nJ +f J GJ 30" P2tw a-I s/4 4J 4---o ,v t vJ yr- G(e4% - , s� ire-av 0622.6,- z At, t q) Z- PGt- our- U `DU (1 , L) - r LSc 6� : V ' ,(14:1- L ► �_- ¢ - lC = 3 kd 115 o, Vti .5 2. C +4 ) z !-ZZ 2L e pyw IE 1%\\ ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # 4 , O PROJECT //ff C A(J /3(.0c7 3 SUBJECT Uz . " 0-c9 - e 7 " r7 FL= 'z ou pse C,' dicA4 SA4c;Uj' eiC _ I 4 c/4/71,01 rrs � Ce". s lv L 3. y3 Lf EKi 7 E.-3724147e i n v / � Ci3 t u tkJ O,S(i +IZS)( ' ) *C i /fit v x 3-'9V64 S K,16 44,Vio U Lt//Thf Coo v /e/L.s /A<ri;v ,4a y /1-evG r - Y4 -true S /1vr{Q few 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 5 Uirorir v t TJ6vc19 xi/2e t - */J T - 9. r 2 C ) I 4 05 - by 24., f ti` a r< 2y DATE SHEET BY 3 A OF &Y2&✓1f XAIM,J /Icv. c4r - 0+ s J 0. 5 j ,2 . L I f (0,3 -)(bo) 7 ltd 2 -# , 5 t 4 4- z1,4 ift2 IE NJ\/ ENGINEERS NORTHWEST, INC., P.S. ~ STRUCTURAL ENGINEERS PROJECT # 99 ((o , 026 SUBJECT PROJECT By 1 1/ 1 J?'1 ( I./ Ai- D - r $ O L - (4)Ao)(is 2 0•125 OS Lc -x 2J0 ( IS) �cvu 3, 7S KLr G 3 ? ( 2 .n)(?. 4 1 - x})( 2 0198? /< r Lr if W v z (/ I f$ } s F , --d ?-) CI, Z) 3,4) (1.C) 2 3.195 r Coo c> Z 9./g3 &zip y � l y .)-(1-a-2 Ju 9 r - &LO 6 TGE - 5 z 2 ` f,5 K 5% _ 1/4 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 t I 1 1 DATE 2 2,0 2" SHEET 1 OF 7/ d r✓e LL fFVlvw re) 1 Z r /'s ENS ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522-6698 PROJECT # 136, • O2.G PROJECT N7 2G/d d4ST - BLDG S DATE 2 - 1 Z -ti- SUBJECT SHEET OF 77 By Ot 3 / a/(M) R� = ) (2ss;� G, k 12 " O eAd vow eiig ENS ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., 4205, SEATTLE. WA 98115 (206) 5257560 FAX (206) 5226698 PROJECT # 3. 1%. 0 PROJECT /AI 7:iftKA T $ZDGT . DATE Z' /Z - C) SHEET 6 OF BY SUBJECT E Ja 0. >"b ( I) 2 Th d = 3, os z ^ b? 8 f =40 1 c Z cO ur z ZOO 20 zap 550 J/ S 5 - , PLF — . s:, 3 3 4- t. ) ( tv4 z 3. 0S /ca -542_ 32_/ k I68,e k'fr ice) 93 s3 ,¢s o.8 E - G,8• Th it- 1 C v e<<o ; i kk.A9 2 i rf t Gc_/L E N\/ ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # taco 10 PROJECT SUBJECT VJ 3, O 6 c(. V s = � 0 1 , 6 0 ta m 3 0 -1- z st ,n u Z 2G. (3, 3.0( 3, 2 ) 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 ) 7 6f{ E45T gLart S Res 2_6" l K M 3.06 1 ?)L zI/0. (a IL 6 kv ti .t. _60 7/ O•sS,K ` 2-iS Uel to `` t / k c f Y +c (1.:3)(') (2)t 39,4 teV Om 4- n.ci / ✓zfr cJ l 1 33D Lj -666 KLF A 2 -.1-(8)- ) - /I- //9,4 x.174- 6 6 ',G 2 3 k61' 2 60 6 ,2 ' 680 41 -A 04o 1 4 1 3.2.5 --PI 42,6110Akil « DATE SHEET BY 29-,z 11 ft --32 - -o ff 7 OF 1 ?Zi it ca JOB # BEAM MARK: INPUT Fy = F'c = Mu = Vu = b= d= No. of tension bars = OUTPUT 1 1 Ku = p (design) = vu = vc= Av = Max.tie spcg.= Property of Engineers Northwest, Inc., Seattle - Use by others unlawful ACI 318 -02 CONCRETE BEAM DESIGN FOR TENSION & SHEAR REINFORCING 99136026 Span trench between exist GB's 60. ksl 3. ksl 77.4 k-ft. 25.8 It 8. In. 60. In. 2 0.85 0.032 ksl 0.9 0.0008 0.75 0.072 ksi 0.110 ksl ENGINEERS NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Sec 10.2.7.3 Sec 9.3.2.1 Flexure Sec 9.3.2.3 Shear Sec 11.3.1.1 0.08 sq.ln./ft. 30.0 In.o/c Input No. of vertical tie legs 2 3 4 Sec 11.5.4.1 & 3 Maximum Tie I Spacing Choose Tie size #3 #3 #4 P 30 in. o/c 30 In. o/c 30 In. o/c Page 1 1` SHEET V OF Rev.5/13/97 b = 8. in. d = 60. in. As =! 0.38 sq.in. I USE 2 #4 bars ACI 318 Sec. 10.5.1 p (min.) = 0.0033 =.2/Fy Mu (k -ft) = 415 @ p (min.) As(in) = 1.60 @ p (min.) p (max.) = 0.0160 @,75 p bal. Mu (k -ft) = 1686 @ p (max.) As(in = 7.70 @ P (max.) may be less than p (min.) providing 10.5.3 p (design) is >= 4/3 p (per analysis) 10.3.5 2/12/2007 CONCBMI.XLS ENW PROJECT # r 014 PROJECT SUBJECT ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 5 kS & 0vrrcntcissY IA) -k(fi r,O,S 3 (OG (q- 7 7-( ) 12.,8 K7� 4> ,6 . e•Go k✓*' 2 ‘11- o• V 3CJGS )'i1 L) + o, esitz,,?-kl,G) 2 6 1 /2, Y7 f t' Z a 7-5 d 0 L 77' p� 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 1/7 Z 7,4i cf gnl A4 (3 `)(f, ) it ice adr 1.0a 21 74o LA, DATE SHEET _ �OF ___TAg BY 071-- 0.602ro 7; 7 , 3-1) " .G `✓ / - U6 5 ` s 4,1/4 • s' Alt 9 ' 4 rS4 /a 4i1,17-", 0 I a . G 4z- ti w Z fignI /-o/' peac J-e-Q_ 774,r? ,' k. S -6•! D16. T fief 3 t d✓ Ge',4,4 r,zwc s3 - F 41%J\ T ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, # # � 205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # ,9 E l �C . 0 L PROJECT 1N C/11 � I ST L3&'2 � ,7 DATE SUBJECT ,S limr" 64 AI 610e -L 1o;12 d r 1 1 - 41141 ) 26,)15)(1.5_,_ 4 f)0, 0 ZS _ s G, L�L J SHEET O c5-1 ,DL oy s-e, co ``S y 1 7s7jF _Z. I ( 7 ) `/.`) t 16 4 0 " f2o V J Z - _ -6 ° 7 0( 4 ,1 c1 . 7 )+ - /(p 6 1, ? X 0 2 21 � v Z a ( �> 4000 (-&X) Z - 2 3 L /Cho ak bi- 3 0 z6o kv"` 290 BY 7 =0 f vt /2.14- 60 OF 7 32 � j 2 j k PROJECT # SUBJECT 99t 1).613 PROJECT e 3( d }s) L 0 ,z23" �r I a16 SCl r: o3) \- 7“14)0:b3) y 2 19.2_1(41. IE N\\ T ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS (y o ki r 4-00 z4 ft A .ls tuLT v Z - Zzs (i,Z? (-5;13 ts`c 9' V UL� Of t5S0.; ) 2 ►1,2 (0 sr 0 c C2 (z is w (.%)(f) 13,66 fit -Lc. co, 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 --7560 Fax (206) 5226698 OADI C - ;tam 5 I- 1 11 6 7 447 (") CEDE 7 -CE-( C v fZ /11—r - vas j2ji 5 9 of &ea ay. r2 CC aO )J) st,A6 J/ 446 Xwi. 4/ x 4//:4 - wwrk. i& IA/2, Farik L 0 k C 64-4/. DATE SHEET BY / -6 - 1 - )I o Fc.1. 19/h_4-- AV /6e -13 0611 ADJ GLOc. egAimeeioar Ars F nmE GE \ERAL NOTES: I.) PILES' DOUGLAS FIR PILE x 1/8" MINIMUM TIP, 12" MINIMUM BUTT, TREAT WITH 12 - PCF CREOSOTE 2.) DRIVE TO 35T CAPACITY PER ENR. FORMULA. 3.) FOLLOW A PWA STD. M.4. 4.) PILE DRIVE INSPECTOR TO BE PRESENT DURING ALL PILE DRIVING 5.) SLAB SHALL BE 7" CONCRETE WITH f' c=3000 PSI 6.) REINFORCING REBAR ALL N0.4 8c GREATER SHALL BE GRADE 60 f y= 60, 000 PSI 7.) WELDED WIRE MESH - ALTERNATE, SMOOTH 8� DEFORMED WELDED WIRE FABRIC SHALL CONFORM IN ALL RESPECTS TO ASTM A & A 497 RESPECTIVELY, LATEST REVISION. MINIMUM YIELD STRENGTH SHALL BE 75,000 PSI. CONFORM TO ACI 318 - 83 8.) ALL GRADE BEAMS SHALL BE 24" x 24" WITH 3 N0.7 TOP '& BOTTOM. PROVIDE N0.3 TIES AT 12" 0.C. In 9.) STRUCTURAL SLAB LIVE LOAD = 250 PSF 10.) PILE SUPPORTED FOUNDATION PER SOILS BY EARTH CONSULTANTS DATED .MARCH 4, 1985. RECOMENDED PILE CAPACITY 30 OR 35 TONS. PILE DESIGN & DRIVING CRITERIA PER SOILS ENGINEER OR APPROVED ALTERNATE WHO WILL KEEP COMPLETE \CCURATE RECORDS TO BE SUBMITTED TO E GINE ER 8 BLDG. DEPT. UPON COMPLETION /1DTT Fiebat CXODus i5.. d /J n1q104 .3/-te fI FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF, IN ACCORDANCE WITH SOILS REPORT NO. E- 2579 -13 DATED SEPTEMBER 23, 1988 PREPARED BY EARTH CONSULTANTS, INC. OF BELLEVUE, WASHINGTON. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR ON PROPERLY PREPARED COMPACTED FILL OR NATIVE UNDISTURBED SOILS. SEE SOILS REPORT FOR COMPACTED FILL REQUIREMENTS. ALL FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. (UNLESS NOTED OTHERWISE, PROVIDE RELATIVE COMPACTION OF 95 PERCENT FOR COMPACTED FILL.) THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 1' -6" MIN. BELOW FINAL GRADE. A COEFFICIENT OF FRICTION OF 0.35 BELOW FOOTINGS AND SLABS, PLUS A PASSIVE RESISTANCE OF 300 PCF MAY BE USED TO RESIST LATERAL LOADS. FOR CANTILEVERED RETAINING WALLS WITH LEVEL BACK FILL USE AN ACTIVE PRESSURE OF 40 PCF AND A 100 PSF SURCHARGE WHERE TRAFFIC CAN OCCUR. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. ALL EXTERIOR SIDEWALK AND INTERIOR SLABS SHALL BEAR ON SOILS PREPARED PER AND APPROVED BY SOILS ENGINEER AND HAVE AN ALLOWABLE BEARING CAPACITY OF AT LEAST 500 PSF. PILES: 1. FOUNDATION SHALL BE SUPPORTED ON 18 INCH DIAMTER PILES HAVING A MINIMUM CAPACITY OF 70 TONS (35 TON UPLIFT CAPACITY REQUIRED) AND A LATERAL LOAD CAPACITY OF 3 TONS. INSTALLATION CRITERIA SHALL BE AS SPECIFIED BY THE SOILS ENGINEER. MAXIMUM ALLOWABLE MISLOCAITON IS 4 INCHES ANY DIRECTION. SOILS ENGINEER SHALL MAINTAIN A LOG OF PILE INSTALLATION, COPY TO BE SUBMITTED TO STRUCTURAL ENGINEER. MINIMUM PILE PENETRATION IS 40' -0" BELOW BUILDING SUBGRADE. THE SOILS ENGINEER SHALL LOCATE TRANSITION FROM PILES TO CONVENTIONAL FOUNDATION. NOTIFY STRUCTURAL ENGINEER IF NOT AS SHOWN IN THESE PLANS. 2. REINFORCE ALL PILES WITH FOUR #8 X 40' -0" VERTICAL WITH #3 TIES AT 8" o/c FOR TOP 4' -0" AND #3 TIES AT 16" FOR BALANCE OF PILE LENGTH. EXTEND VERTICAL REINFORCING 2' -0" INTO PILE CAP. ADD TWO #9V X FULL HT. OF PILE HOOKED 3' -0 INTO PILE CAPS AT ALL EXTERIOR WALL PILES NOTED THUS. 3. PI1. -RENFORCING STEEL TO BE 60 GRADE. GROUT TO BE 9 SACK MIX, MINTK4UM 40 PSI 28 DAY STRENGTH. ....� As provided Maxumum percent of As spliced within required lap length As required 50 100 Equal to or greater than 2 Class A Class B Less than 2 Class B Class B Lap lengths (inches) category Bar Size Lap Class Top bars 4 Other bars 4 Structural Element Minimum Clear Concrete Cover Minimum Center to Center Bar Spacing' Category Category 1 2 3 1 2 3 > =2db <3db > =3db <5db > =5db #3 #4 #5 B 65 37 22 49 33 20 B B 73 49 30 65 43 26 Beams & Columns w/ code ties >= 1db, <1.Sdb 2 2 2 91 61 37 81 64 '33) `� > =1.Sdb,<2db 2 2 3 #6 #7 #8 B B B 109 73 44 97 65 >=2db 2 2 3 159 106 64 141 94 67 Other > =1db, <1.Sdb 1 1 1 182 122 73 161 107 65 > =1.6db,<2db 1 2 2 #9 #10 #11 8 B B 205 137 82 181 121 73 > =2db 1 2 3 231 164 93 204 136 82 ' db = bar diameter 257 171 103 226 151 91 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful REINFORCING STEEL TENSION SPLICE LENGTHS (inches1 GRADE 60 EPDXY COATED BARS NORMAL. WEIGHT CONCRETE per 2003 IBC Sec. 1901.2 per ACI 318 -02 Sec. 12.2.1, 12.2.3 ,12.2.4 ,12.14 & 12.16 Fy (ksi) = F'c (ksi) = I 6 0 f I ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 n Y NORMAL WEIGHT CONCRETE? (Y or N) EPDXY COATED BARS? (Y or N) Lap Class "A ":- As = 2*As (required) & max. 50% bars spliced. Lap Class "B" = ALL OTHER NOTES : - 1.) Categories 1 thru 3 wh ch depend on the type of structural element, concrete cover, and the center to center spacing of the bars are defined above right :- 2.) Lap splice lengths are multiples of tension development lengths. Class A =1.0*Id & Class B =1.3 *Id (ACI 12.16.1). Values for Id for bars in beams or columns are based on transverse reinforcement meeting requirements for stirrups in ACI 11.6.4 & 11.5.5.3 or meeting tie requirements in ACI 7.10.6: & are based on minimum cover specified In ACI 7.7.1. 3.) Conditions which require Category 1 k splice lengths (shaded regions) should be avoided If at all possible for the larger bar sizes. These Inordinately long lengths present possible constructability problems due to placing, congestion, etc. Options available in trying to avoid Category 1 conditions include: a.) Increasing the concrete cover to more than 1.6 bar diameters and increasing the bar center- to-center spacing to more than three diameters. b.) Utilizing the Atr allowance In AC1 12.2.3.1(b) for beams or columns. Note that if ties or stirrups meet the minimum Atr requirement, Category 1 lengths are reduced to Category 2 lengths. 4.) Top bars are horizontal bars with more than 12 in. of concrete cast below the bars. 5.) @ Category = 1 2 3 (c+Ktr)/db = 1 1.5 2.5 Table R12.15.2 - Tension lap splices Page 1 Rev. 9/28/99 1/8/2007 REBAR095.XLS PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -050 PROJECT NAME: SABEY CORP SITE ADDRESS: 3355 S 120 ST X Original Plan Submittal Response to Correction Letter # DATE: 02 -13 -07 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Aux, 1,-(5 Building Division Public Works 014114 ii( 2 -/ -1 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete C Comments: Incomplete ri Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT)NG: Please Route M Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Approved with Conditions CHI - 2 -1 Fire Prevention ❑ DATE: DATE: ppt 1.6 Planning Division Permit Coordinator No further Review Required C DUE DATE: 02-15-07 Not Applicable ❑ DUE DATE: 03-15-07 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License SABEYCI033KM Licensee Name SABEY CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601532164 Ind. Ins. Account Id 33122102 Business Type CORPORATION Address 1 12201 TUKWILA INTL BLVD Address 2 4TH FLOOR City SEATTLE County KING State WA Zip 981685121 Phone 2062814200 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/14/1997 Expiration Date 1/6/2009 Suspend Date Separation Date Parent Company Previous License DASCOC *066KD Next License SABEYC *953RE Associated License Business Owner Information Name Role Effective Date Expiration Date SABEY, DAVID A Cancel Date 01/01/1980 Bond Amount POOLE, LAURENT D 01/01/1980 HARMON, JAMES N 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date HARTFORD FIRE Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SABEYCI033KM 03/06/2007 SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS DIVISION 2 SITE WORK 2.1 ASPHALTIC PAVING 1.1 GENERAL CONDITIONS gi The General Conditions Of The Contract For Construction", AIA Document A201 -1987, Fourteenth Addition, Articles 1 through 14 inclusive, are fully binding to this work. The contractor and on subcontractors shall read and be governed by them. 1.2 CODES Petri' ems "°°'' °s ° 'ms s ` posing "bi° tar °" O0"*oeeoi a match winkle DIVISION 3 CONCRETE 15.1 ootxafE s. R efeteace Standards AC1-301. AcI -3l8. UDC. Saimaa coocs.te strength al 28 days shot be as brows: Footings 3.000 psi WaRs 4.000 Pd Wilder stun ft Mt Is KM sec apeewl cesersto. tc 4,A00 Pa bahorg le cement shall too such as is produce a dense workable mix which which can pieced d t ithout segregation or excess fees surface grater. G Placing: Comply well ACt-301. Provide • 3/4' chamfer of all exposed concrete edges, unless indicated otherwise on tbs chow:cgs. a scamps 4 plat or minus t'. Do not odd dater to ..lc to increase chump. Greater stump. accelerated set. or high e0b strength may be achieved b,1, using Approved odmbdr.ns. E. Curlew Campy math Al C -301. Keep concrete mid for 7 days mi,tenurm_ E Joinalw Provide adegu°ae jetting to mtrnir3ce to effects of volume for r cold change. G. f E eOe° was AC. -3051 for hot weather. Comply was Ad -306R fo nlotl.f 12 eoteci IF7F INSERTS Concrete inserts shar be snonufcdmed by Milli or approved equaL Sabina IMO repor<s on of fasteners. 4,I.N811)ro IMF rADOJC tallied :rire fabric shot conform to ASf i A-18S` Slam Meglfas staff nor be less Iron .ns spots nor C- U "4 srEa All work shall conform to the applicable building codes and ordinonces. In case of any conflict where the methods or standards of installation or the moterials specified do not equal or exceed the requirements of the laws or ordinances, the laws or ordinances shalt govern. Notify the architect of all conflicts_ 1.3 LANDLORD REQUIREMENTS 1 , t L 1 pd * 3 11 1 11 1 1 lie 1. Is 1'01104 The Landlord's Tenant Construction Manual is an attachment to these Specifications. All contractors shall comply with the requirements of that document. 1.4 DRAWINGS and SPECIFICATIONS The contractor shall coordinate the plumbing, mechanical, electrical and fire protection drawings with these drawings and specifications and shall notify the Architect of oil discrepancies with a written request for clarification. Any work installed in confRct with these drawings or specifications shall be corrected by the Contractor at no expense to the Owner. Tenant or the Architect. 1.5 DWENSIONS A. Dimensions on the pions are typically to the finish face of partitions or to the centerline of columns. 8. Door and cased openings without location dimensions are to be four and one -half (4 1 /2') inches from the faces of odjacent partition or centered between partitions. C. Locate partitions that are not dimensioned, flush and square with structure or on the centerline of o window mullion as shown.. 1.6 00 NOT SCALE DRAWINGS A. Reference Standards AC. - 0.loain9 Mannar (SP-56); CRS. parole of Standard ProcSco t a ilahriai= Rebforcing sled shall be Asst MS. erne. 60. C Spins and Lope LP comber cos reinio«ta9 ban 48 bar darnetr.• unless oisereise OOlid' Provide owner b0" for a horizontal "snfw`.e's.d- a Coven Far tonal. Coal a9pieepl .cull — sobs 2 babes weather Foos cost against formed surfaces -- tin hes es bar an e and l k r + gtter 2 inches /6 bars K Ear inferior loco oust against formed steams -- Stabs and waifs 3/4 loch Real.: and ebheans 1 1/2 Inches Ph► wn7fs ACI -301_ oar net mead n. Goose of weer speelrwd is the approved odic' uma A. Reference nce Mondani= '/l'nSt /A1wS o. di eblmfodc Grads 40 (ASIV MIS) or Geode 60(AS111 A706). Is arty cerlifial welders. Use oak fresh UM o.cdry .s (APPS ASA or ASKS) Seas le welded «9 sled shot co.'ok edit. in slondands. tunas mod na1 O0°°r 'i.�° 3' d oey""d' Plreeeide special b+spa3o. per of 105. DIVISION 4 MASONRY The contractor shell use dimensions shown on true drawings and actual field measurements. Notify the architect of any discrepancies found_ 1.7 ABBREVIATIONS Throughout the drawings are abbreviations that are in common use. The last of abbreviations provided is not intended to be complete or representative of conditions or materials actually used on the project. The orchiWect wfil define the intent of any in question. 1.8 COORDINATION OF WORK The General Contractor shall be responsible for the coordination and verificolion of the work of oil trades to assure compGonce with the drawings and specifications. 1.9 CONSTRUCTION COORDINATION A, Ceaath maim" ores s`+cs rid 1e. poeact e1 0 stay. ems,ufnctx..r- lb* ?PP" age 101rii Aelmad atrz — Gowns loco, lacks mewed L amide seas el sizes ear foss ioaeal.d are ae aveer>gs. ft—nab corner blactq meal basis. end Mbar *apes es reclaim' far o.utewe s alui.r eppeorcace. G seats for mower shat a Vasco Simons or emceed egooL Agrk per asonefeclererrs r.oeereramiatses , . The contractor shall investigate and verify locations of structural, rnechanicat and electrical elements, and other existing conditions prior to dealing or cuffing of slobs or structural members_ Nofify Andfifeci of any contacts prior to beginning work. 1.10 FiRE PROTECTION Where necessary, provide fire protecfion at all psnefrofions of fire rooted elements as required by the governing authorNy- 1.1 1 SUBMITTAL REQUIREMENTS A. Product ( rature: Subunit 5 copies for al manufarhlred products used. O. Shop Drawings: Subsoil 5 copies for all manufactured assernbF.es. C. Color Samples: Subniil 4 samples of each finished DDerrf, including paint Colors. • t • Abbreviations AC ACT 6DJ ALT ALUM ANOD APPROX ARCH BLDG 8LKG 8/5 i35MT CAB CNRG CLR CLG CLOS CCP COL CCNC MIST CONT CONTR COORD CPT CT DET DiA Dli DM DR DWG E EA EL E1 EC ELEV EQ EXIST GA GAL V GL N L14CN INCL MIL NSTL Air Conditioning Acoustical Ceiling Tile A4)istable/Adjacent Alternate Aluminum Anodized Approximately Architectural At Building Blocking a Building Standard Basement Cabinet Circulation Clear or Clearance Ceilir»g Canter Line Closet Contract Change Proposal Cob= Concrete Constructtai Continuous Contractor Coordinate Carpet �aam Tile Detail Master Dimension Doan Door Dramssg East Each Elevation (Ftetght) Electric Eievatian (Vies) Elevator Equal edstt9 FiN Finish FLR Roof FLUOR Fluorescent FOIC Fan/shed by Caner, Installed by Contractor Ft FaoUFeet FTTIC Furnished by ?aura, %stalled by Contractor F!!�l Furnish Fisi ishirgs Galvarized Glassfalazing Ctiosmi SIaR Board Nabs Core Ilbod Hard Hardware Horizatal Nonce Metal ,he'.gfst 11eatirg Ventilation and Afr Con thonig ><srfi bcandesceri bsdude bssulaUcn LiwtaTation .hrrUan Box Joint. ILDIN at T RGAT TUDOR XT KIT LAM LI- LTG MAT MAX NE 11E12 . MFR MTD MIL N North WA Not Applicable N1C Not In Contract NL man LIGHT NO Number NOM Nominal NON COMB Non Cad:vist>hsle NIS Not to Scale OG OPNG OPP ORIrs PBB1 PERP P -LAM PLWD POL PR PT R Radius FIB fibber Base REFR R dg rater REI F Rei»Fcrctg REQD Ruined REV Revision RM Room RO Rouall aps+r9 5 SHED SOU SEAL. SECT SHT 511 SM SQ STD 5TL STG SUSP T13 Tar DERV • s` tietO lkr'.ess noted otherwise VAR VCT VEkt VERT ELT ETV IVO TIC N1D Kitchen Latinate Lineal Feet Lighting Material Maxho n Mechanical Medkmm Mezzanine Manufacturer Miscellanecus Mounted Materhabt1etai On Center Opposite Original Paeans* Perpendicular Plate or R•operty Line Plastic Laminate Plyo cod Polished Pat Paint South Sdhedif'.e Solid Care Blood Sert1 i Sheet Similar Sheet Metal Square Standard Steel Storage Suspended Tel -Those Teske: ed lhanoatat ?apical Varies 1014 C � Tee Vertical Vssucattfildth EIEth Velars NaBcoveres Nl>k:od r Symbols AST 510\ RID LINE DETAIL WICATOR ELEVATION INDICATOR LEI SECTION INDICATOR HALL i xti NAPE -'4 Rxt1 WEER C RILL HEIGHT RECITE 1 1 • PARTIAL IE1GHT RELATE Building 1 - Project Data PROJECT NAME NTERCsA1E EAST 3355 SOUTH 120114 PLACE IMPALA UI45FIINGTON, 98068 SQUARE FOOTAGE OF WORK AREA TOTAL FLOOR AREA BI1LDINCs 5 - 555011 SF. Description of Work EMEND THE FINAL PORTION OF PREVIOUSLY DESIGNED UTIUDOR Project Team ARCHITECT: SABEY ARCHITECTURE I?20I T KJALA LATER ATIC 1AL OLIO ?CURTH FLOOR SEATTLE, WA 98168 -5U1 TEL: (206) 711 -5 ?69 FAX: 006)2M-0920 CONIAGT: GLEN PARRY Building Data ADDRESS 3355 SOUTH MI PLACE Tuicefa, Washington 98168 OWNER N1E1 lATIGNAL GATEWAY EAST LLc. f220I DMA INTERNATIONAL BLVD FOURTH FLOOR SEATTLE, WA 98168 -501 TEL: (206) 281 -8700 SEISMIC ZONE 3 OCCUPANT LOAD N GRANGE TO E10 I NG OCCUPMIT UMW • DESIGN CODES A. I8C 2003 B. REGULATIONS 4 ORDINANCES hFPA C. ACCESS/BIM INTERNATIONAL BUILDNG CODE - 2003 ICC/AN91 ACCES6i8LE 1 USABLE 6 UILDNGS AND FACILITIES - 2003 OCCUPANCY - BUILDING 8 (OFFICE) B (UPS ROOM GUTALFYMG UNDER FC 608) F -I (DATA ROOMS - RAISED FLOOR AREA) H - (GENERATOR ROOM) CONSTRUCTION TYPE TYPE I -A ZOMNG 11RCM U ANIFACTURNCs MISTRIAL CENTERNEAY ) PARKING re CHANGE 10 EXI51 lG WRONG. • Area of Work QIIII II I Iu'O . 111111111111111110 Vicinity Plan PARCEL 4_ Legal Description LOTS I THROLk H 8 , NCLUS1vE, N BLOCK 5 AND LOTS 1 'mown 8, NCLIIStvE AND LOTS 25 THRCEIGH 32, INCLUSIVE. at BLOCK 6 OF 'RWERTON.e. A t€FLAT OF RIVERSIDE NiERURgAN TRACTS, AS PER PLAT RECCRDED N VOL ME 13 OF PLATS, PAGE 36, RECORDS CF KM COUNTY: TOGETHER IATN THAT PORTlcN OF VACATED 34T14 AVE 5 VACATED BY GID ANCE NO 8689 ON OCTOBER 10,196a LYNG CET4EET SAiD BLOCKS 5 AND 6: TOGETHER 11 1 THAT PORTION OF TIE SCUM LR OF VACATED SOUTH 124111 STR T, THAT PORTION OF TIE NORTH V2 OF VAC-Afar) SOUTH 125TH STREET AV) THAT PORT10Nt CF TIE LAST V2 OF VACATED 34TH AVEME SCUTH ulIal. RiSWLVT TO KM COWTY ORmAM E NO 8893, ATfA ED TO SAID PAS BY OPERATION OF 1.ASk E E T 1 O i THAT P RTiGt4 OT LOTS 1 AND 2 N BLOCK 5 CF 'R:vERTCNP, A REKAT CF PART CF RIVERSIDE NiEORBA1 TRACTS, AS PER PLAT RECORDED W1 VOW E 13 OF PLATS, PAGE 36, RECORDS CF MG CONTY, LYNG WESTERLY OF A LNNE DESK AS FOLLOEb: 13EGN+Ais A A PONT CN 11 E WESTERLY BOEIIDA.QY OT SAID LOTS 1 AND 2, SAID PObtT BET■ RV FEET DISTANT 50UT1ERLY FRO!" 1 TIDE NORfl EST CORER G SAD LOT It THEME NORTIEASTE LY TO A PONT ON TIE NORfE.RLY 80 4RY OF SAD LOT 1, SAD PONT 13EM 30 FEET DISTANT EASTERLY Mai TIE MORTHIEST coAse aF SAD LOT I AND 1FE Do a 105 L[vE DESCRRIPflGNt IIND EXCEPT DE SOlN 30 FEET 0 LOTS 8 AND 25 N SAID BLOCK 6 CONVEYED TO KING CONTY FOR SCUM 1151H STREET BY DEED SECORDED O ER REGORM% MX AO0 EXCEPT TIE EASTERLY 0B FEET OF LOTS 11IROU H 8 N SAID BLOCK 6, CONVEYED TO DE GET OF IMOLA BY DEiS7 RECGID D t7 ER 2416 NO. 920326018V STRIATE N TIE CITY OF IMOLA. C0 NTY CF K016, STATE OF Nt1ASI4is1'TON • OBEY CONSULTANTS ARCHITECTURE 1 • , •� 1 I. #i., 1 ► 40 t l 1!8'.°' y Axtord C? C.:1,:cban doQ9nants d0es not autboth._ the .- ;. -r.: -/ a gad code cr d am =j ara nbvil, Recew n e cl t . rk without odor aggro` r1 ct BuUdIng • -wl.iW and may include additional Fan reves7 fees. REVISIONS ISSUE DATE M dreviigs cad wake moteriol appearing herein consblute the ar5id cod unpublshed work of the Sobey end the same dupkated, used or otrai w thout the miters concept of tie Sobey Corporotioo. BUILDING UTILIDOR EXTENSION i FTi?jate .east WANG TIRE PROJECT DATA GENERAL i sFOQf"iATION PROGRESS DOI1E: 2/13/07 FiIE PLOT_ 3355 South 120th. Place Tukwiiia, WA PCT MASER ERWIN IX r. OEAIfO BY RPPROrfO Br I tatilER tvmo 50 1 PMEIPM FM 1 3 re? 1 1 3LV0 DRAWING REVISIONS DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION _ 'ON k 1 1 1 3LV0 I DRAWING REVISIONS '0N k • N f 0 0 • • 0 o r P i t c r al • • a ■ H 4) ri c •1 i� l � L • 3. DESIGN LOADS a. 1. Slab Live Lood b. Seismic EXIST. 10' STRUCT. SLAB MATCH MIN. 2 HORIZ. GR. BM. BARS w/ LENTON COUPLERS AT EA. EXIST. GR. BM. ALT. TOP SLAB BARS WITH COUPLERS HOOK 2' -0' DOWN II 9 CO V N I I P 4 1 1 1 co OEIERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTON'S NOTED ME TO BE LATEST EDITION 6' SLAB TOPPING w/15 O9 oc Ell WAY BOT. HOOK SHORT WAY • r BO T. /5 CONT. i- I a v,° X 10- a V•VII P 111� � 8' 4' -O' CLR. SECTION 1 - • 8 8' CJ.P. w /14 013'oc r EA. WAY, TYP. C.I.P. WALL (2) -15 CONT. TOP a- I • V p. - 1. DESCRIPTION Building Nome & Site Location - Intergote East Building 5 - Internap T.I. Tukwila. Washington Building Oept. Contoct - Mr. Ken Nelson (206- 431 -3670) 2. DESIGN COOE AND STANDARDS Applicable Code (Edition/Nome) - 2003 Internotionol Building Code (IBC) Code supplement & Dote - N/A 250 psf Ss = 1.406, SI = 0.485. IE = 1.0. Site Class 10'. SOS = 0.938. SO1 = 0.492. Seismic Oesign Category = '0• and Seismic Use Group 1_ Basic Seismic Force Resisting System(s) = SRCSW Oesign Base Shear = 1200k longeay and 1200k shortway. CS = 0.188 (U_T). R = 5_ Equivalent lateral force procedure .cos used. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE SAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR M1Y NONCOMPLIANCE WITH OSHA STANDARDS. TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. TEE GENERAL CONTRACTOR SHALL INFORM ENE OF ANY NONCOMPLIANCE SO THE DRAWINGS WHY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. TIE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MNES AM METHODS AS SELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION & SLABS THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500PSF. IN ACCORDANCE WITH SOILS REPORT NO. E- 2579 -13 DATED SEPTEMBER 23. 1988 PREPARED BY EARTH CONSULTANTS_ THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOYEJDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT. ALL ENGINEERED FILL AND SACKFUL TO BE C0IPACTED PER SOILS ENGINEER RECOMMENDATIONS_ THE MAXIMA! DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO 8E FO(RCED 18' MIN. BELOW FINAL GRADE_ A COEFFICIENT OF FRICTION OF 0.35 BEM FOOTINGS MO PASSIVE IESISTN1 E OF 300 PCF. CONCRETE F • 28 DAYS 5-1/2 SACKS M M.N JEP4T INI C PER CUBIC YARD FOR ALL CONCRETE SLABS. USE TYPE E CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED. SUBMIT FOR APPROVAL. LLTIVATE STRENGTH OESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SWILL BE IN ACCORDANCE WITH THE ACI COOS 318. PROPORTIONING OF AGGREGATE TO CD]ENT SIIJLL BE SUCH AS TO PRODUCE A CENILSE WORIGISLE Mix WITH 4' MAXIMUM SUP (UNLESS SE IPERPLASTICIZERS ARE USED) %MICH CM WE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFI CATIONS_ MAXIMUM WATEP./CE MT RATIO = O_49. 3/4' CHAMFER ALL END EDGES, (HESS INDICATED OTHERWISE ON ARCIITECTIRAIL DRAWINGS. WATER CURING SHALL 8E USED. AIR ENTRAIN ILL HORIZONTAL_ CONCRETE EXPOSED TO WEATHER WITH 3X TO 611 AIR BY VOLUME. LIMIT WATER WENT RATIO TO 0.45 MD USE TYPE V £O&NT THERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED TIORITASILITY IS REQUIRED, CONTRACTOR IS TO 9»IET A MIX DESIGN THAT WILL ALLOfr THE 'COITION Cr A FETID AMOUNT WATER UC I NG 'GENT OR A FIXED MOUNT OF soot- PI.A$T ICIZER AT THE CONCRETE PLANT. 00 NOT 115E FLY A9i OR OTHER. NON-PORTLAND CEMENT, COENTWUS MATERIALS IN COTE FOR THIS PROJECT. MI 3068 IS TO 8E FOLLOED FOR COLD WEATHER CONCRETING_ Tie TESTING LAB MST APPROVE TIE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LA8 TO NOTIFY THE ARCHITECT ENEDIATLLY BY FAX MO PHONE OF ANY NONCOMPLIANCE. REORCRIO STEEL All CONCRE _TE REINFORCING STEEL SHALL BE WOWED PER ASTON 1615. GRACE 60 13AR DIAMETERS. VINIIV. IANLESS OTHERWISE. T cORNER (1 -10' BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORSEEl1- DETAIL STEEL IN AOOOPDAVCE WITH "PCT W A L WE STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES'. WELDED WIRE FABRIC (Ti) TO CONFORM RJT!1 ASTV A185_ REINFORCING HOOKS TO COI PLY WITH STMON43 ACE HOOKS. COVER TO MAIN REIWORCENENT TO 8E: BOTTOM OF FOOTINGS 3 INCHES FORTED SURFACES. _RE ATIER 1 EARTH FACE i -1/2 INCHES __INTERIOR FACE: 3/4 IFO S 4t0UAD THE REINFORCING 9 PLEER NO/OR RETAILER CHOOSE TO 116E SOFT METRIC. EACH MO EVERY MAR CALLOUIT MUST BE INDICATED WITH 80TH SIZES WITH DE IMPERIAL SIZE FIRST THUS: '14 /113" NO EXCEPTIONS. A CONVERSION TAE ALONE IS IIIACCE'PTAIBLE_ E WILL CHEOC THE SHOP ORAWINUS TO THE TWERIAL SIZES OILY. IT WILL EE DE RESPONSIBILITY Cr THE REINFORCING SUPPLIER AND THE MEWL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SLIMLY AT LEAST THE SAME AREA OF STEEL AS Tie IMPERIAL. 1 P. -45 8' CAP. WALL A -1 lf. 'u • 11 =1 6 CONC. SLAB AT PET w/ 15 *roc S.W. BOT. EXTEND 2' -9' EA. END BEYOND PIT., & 15 O9 oc L.W. BOT. AP II�I�Ia 5 -10' CLR. 0• SECTION 3.29'TOc. _ _ (XIST. PALE SEE SECT. B -1 EXIST. G.B.'s CHIP BACK 1' -0 i MIN. OF EXIST. SLAB GRADE BM. TO EXPOSE (XIS REBAR TO ALL0W LENTON COUPLER ' (2)-15 CONT. Z 14 biI 02'-0 oc TYP. ABBREVIATIONS B. OR 80T_ = 8OTTOM C.I.P. CLR. CONT_ EL. OR ELEV. E.N.W. OR OW F.O.C. F .0.W. FTG. H. OR HORIZ. I.C.B.0. C -1 1 ' = 1 -0' C.I.P. WALL I.F. = INSIDE FACE = CAST IN PLACE = CLEAR = CONTINUOUS = ELEVATION = ENGINEERS NORTHWEST = EACH FACE = FACE o CONCRETE = FACE OF WALL = FOOTING = HORIZONTAL = INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS N.T.S. = NOT TO SCALE 0.F. = OUTSIDE FACE 0 a oa gA 6' CONC. SLAB ON GRADE w/ 14 018'oc EA WAY CHAIRED UP O3'-0 oc MAX. EA. WAY 7 0_T_0. ROW. R.O. SW SAM. SHAW. T_ T.O.F. TYP_ U_N.0. Y_ OR VERT_ Y_1.F. V.O.F. ■.A.8.0. a ROUGHEN OFf�GRADE BEAM TO' AMPUTUDE 1' -tt• (4 16 H. DWLS. w/ HILTI HY -150 EPDXY (EMBED 7') STANDARD AC1 HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES-WEATHER & EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES SHOULD THE REINFORCING SUPPLIER MO /OR DETAILER CHOOSE TO USE SOFT METRIC. EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: '14/113' NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. VIE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL_ SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED LOCAL BUILDING DEPARTMENT. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TOE CONCRETE CYLINDERS AS REOUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALE. REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS_ CHECK FOR REQUIRED COVER. SIZE. SPACING. LAP AND GRADE. SPECIAL INSPECTION 1S REQUIRED DURING THE PLACING OF REINFORCING STEEL. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS A!; ANCHOR BOLTS: ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS 1 EPDXY ANCHORS IF SHOWN ON THESE CRAVINGS). SHOP DRAWINOS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR REINFORCING STEEL. WEN SHOP DRAWING SUPPLIER MANES A CHANGE FROM THESE CRAVINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED_ CHANGES NOT FLAGGED MD CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COI.ENTEO ON IN DE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITDJ CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE ORAXINGS AT NO COST TO THE OVER AT E.N.W.'S OPTION. 'SHOP CRAVINGS ARE AN ERECTION AID. MO STRUCTURAL DRAWINGS SHALL L TAKE PRECEDENT OVER THE SHOP DRAWINGS..." SPECIAL CONDITIONS CONTRACTOR SMALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND OWING OF ALL STRUCTURAL ME]EERS IXIRING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANCES PRIOR TO INSTALLATION_ NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SLIMING LOCATION. LOAD ND ANCHORAGE OF ALL HANGERS SUPPORTING ANY 1ECHIANICAL. ELECTRICAL, PLUIDING OR SPRINKLER WPCS IN EXCESS OF 50 POUNDS_ ANY ROOF 110111E0 EQUIPMENT 9H/LL BE INCLUDED IN THESE PLANS MO SHALL STOW LOADS MO LOCATIONS. THESE SPILL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS (PATRICIA. SEE DETAILS 01 CRANING S-5 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS Cr CONNECTIONS TO THE STRUCTURE FOR EOUIFIENT SHALL HARE BY Tie SUPPLIER OF THAT EOUIPIENT. THE OUTLINING OEPARTIENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUFR IER TO PROVIDE THIS SUBMITTAL. = OUT TO OUT = REINFORCING _ ROUGH OPENING SWJAW = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TYPICAL AT ILL SIMILAR '.ACES = UNLESS NOTED OTHERWISE = VERTICAL = VICE INSIDE FACE = VERTI GAME FACE = WASHINGTON ASSOC_ OF BUILDING OFFICIALS ( /5 CONT X I � SECTION S SLAB DOWELS 02'-1 roc w/ MLR HY -150 EPDXY •- = 11 -0 t' -tt' INTENTIONALLY ROUGHEN .• FACE OF GRADE BEAM PER SEC 6 0-1 TO AMPInUDE EXIST. REINF. EXIST. GR. BM. EXIST. PILE (2) -15 CONT. TOP 1 B -1 L SECTION • AREA OF WORK I 'I 1- R! M DETAIL b PER CT.. NA--11 J I =11 iitGi NETS. ADO (4): j5 (V. 01' -0'GA. MIT. T GR. 8M. HORIZONTALS w/ LEMON COUPLERS PER SECT. A -1 (2) -LEMON COUPLERS TO EXIST. SLAB RElNF. TO 16 CONT. -15 CONT. T.&B. D -1 O a E 1 KEY PLAN • 0 0 0 0 0 t O M 0 0 Iva 0 1 0 9 O O 1 - M o ' ;F: 1 1_ ( � L 1 — ; . . 0 M 0 0 OI 1 0 Z? n i • • 1 -6 27 -1 t.J b._ , _ ...�.... ._0:."_ i • EXIST, 10` SIR. SLAB , I EXIST. G.B. r J :- -.40......:110.1___,A 1: ! ai . , • • {•J ; • • 1 L • - . ; 27-43" f 27-4j' �► - 1 2 7' -9' (0. = 1 - - 0 5' -4' 0 k;r !4. PANE CONCRETE OVER ; 1 TRENCH 'NO STORAGE' 1 •_ L t 1►s~ FOUNDATION PLAN 27' -9' �! ( 1 .r E �1 O 0.2 fg ig 4s ga it Eg by 1 RECEN"M C TY rac+ru FES13I' 408 NOt 99136026 ENGINEEFC O TAKE CRAW ECG M1 : 1 - - 07 SHEET NOt S1 i