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Permit D10-092 - SABEY CORPORATION - IMPROVEMENT
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D10 -092 Sabey 3355 South 120th Place RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 77 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. SABEY 3355 S 120 PL D1O-092 City JP 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 Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D10-092 Issue Date: 05/19/2010 Permit Expires On: 11/15/2010 Tenant: Name: SABEY Address: 3355 S 120 PL , TUKWILA WA Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD , 4TH FLOOR 98168 Phone: Contact Person: Name: JOSH JOHNSON Address: 3355 S 120 PL , TUKWILA WA 98168 Phone: 206 369 -1548 Contractor: Name: SABEY CONSTRUCTION INC. Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Phone: (206)281 -4200 Contractor License No: SABEYCI033KM Expiration Date: 01/12/2011 DESCRIPTION OF WORK: BUILDING IMPROVEMENTS TO INCLUDE NEW ROOF UNDER RT MECHANICAL UNITS, EXPOLY FLOORING IN THE MECHANICAL ROOMS, STRUCTURAL STEEL SUPPORTS FOR RTUS, AND VARIOUS DRYWALL IMPROVEMENTS. Value of Construction: $167,753.00 Fees Collected: $3,358.79 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: IA Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -7/07 D10 -092 Printed: 05 -28 -2010 City of Tukwila w Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: //www.ci.tukwila.wa.us Permit Number: D10-092 Issue Date: 05/19/2010 Permit Expires On: 11/15/2010 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: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: CSbJV /d I hereby 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. Signature: . Date: S /exiw Print Name: j a u a This permit shall become null and void if the work 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. doc• IBC -7/07 D10 -092 Printed: 05 -28 -2010 • 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 Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Tenant: SABEY PERMIT CONDITIONS Permit Number: D10-092 Status: ISSUED Applied Date: 04/08/2010 Issue Date: 05/19/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: 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. 8: 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. 9: 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. 10: Special inspection for sprayed fire - resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, doc: Cond -10/06 D10 -092 Printed: 05 -28 -2010 • �J��1LA wq� 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 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 m the construction documents and other data. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: A separate construction permit for tank installation is required to be obtained from the Tukwila Fire Department. For additional information call 206 - 575 -4407. 19: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 20: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) (THE MINIMUM SPRINKLER DENSITY FOR THE GENERATOR ROOM TO BE .30/5,000 WITH MAX COVERAGE OF 100 SQ FT PER HEAD, PER IFC TABLE 3404.3.6.3(4). 21: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or arty other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 23: Generator, tank and piping installation shall comply with NFPA 30 Chapter 22, NFPA 110, NFPA 111, NFPA 37, and manufacturers installation guidelines. 24: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 25: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 26: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 27: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 28: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge doc: Cond -10/06 D10 -092 Printed: 05 -28 -2010 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. tukwi la. wa. us procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 32: ** *PLANNING DIVISION COMMENTS * ** 33: Changes /additions to the building exterior, including the new roll -up door and exhause stack, shall be painted to match the existing color scheme of the building. * *continued on next page ** doc: Cond -10/06 D10 -092 Printed: 05 -28 -2010 • 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.tulcwila.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. Signature: Print Name: ,1oid J.,, r...< Date: /2ry/, doc: Cond -10/06 D10-092 Printed: 05 -28 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 h ttp://www.ci.tukwila. wa. us Building Per. Mechanical 'ermit No� Plurtibi Gas Perm Public Works P txtit No. Project. No. 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 ** Site Address: 3355 S 120th PI, Tukwila, WA 98168 Tenant Name: Sabey Property Owners Name: Sabey Data Center Properties Mailing Address: 12201 Tukwila International Blvd King Co Assessor's Tax No.: 91- 1633941 Suite Number: 0 Floor: 1 New Tenant: ❑ Yes ❑..No Seattle WA 98168 City State Zip TACT PERS Name: Josh Johnson Mailing Address: 3355 S 120th PI Day Telephone: (206) 369 -1548 Tukwila WA 98168 E -Mail Address: josh] @sabey.com City State Zip Fax Number: GENE] (Contractor. TION= g 4l (ors plumbing and Gas Piping'', Company Name: Sabey Construction Mailing Address: 12201 Tukwila International Blvd Contact Person: Josh Johnson E -Mail Address: joshj @sabey.com Contractor Registration Number: SABEY1033KM Company Name: Callison Seattle WA 98168 City - State Zip Day Telephone: (206) 369 -1548 Fax Number: Expiration Date: 01/12/2011 Mailing Address: 1420 5th Ave Suite 2400 Contact Person: Bob Winfrey Seattle WA 98101 E -Mail Address: bob.winfrey @callison.com City State Day Telephone: (206) 391 -8694 Fax Number: (206) 623 -4625 Zip ENGINEER OF EEC! Company Name: Engineers Northwest, Inc Mailing Address: 6869 Woodlawn Ave NE Seattle WA 98115 Contact Person: Dan Lake E -Mail Address: danl @enwseattle.com H:\Applications\Porms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh City State Day Telephone: (206) 525 -7560 Fax Number: (206) 522 -6698 Zip Page 1 of 6 IT TION `- 206- 431 - 3670'. pJ, ,, Valuation of Project (contractor's bid price): $ 167,753 Existing Building Valuation: $ Scope of Work (please provide detailed information): Building improvements to include new roof under RT Mechanical units, epoxy flooring in the mechanical rooms, structural steel supports for RTUs and various drywall improvements Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. de All Building Areas in Square up, age Belo AdQitiQ 6xiistin Struotu pe of fancy per 188,222 183,292 IA- 183,292 ent 47ncbvl Di PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0 Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Wpplications\Fo ms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 • ;,PER APPLICATION NOTES'-=Applicable to 'all permltsiln 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 AUTHORIZED AGENT: Signature: Print Name: Josh Johnson Mailing Address: 12201 Tukwila International Blvd Date: q >I 6 to Day Telephone: Seattle WA 98168 City State Zip Date Application Accepted: t■ / IP Date Application Expires: Staff Initials: H:Wpplications\Forns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 • 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 Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY RECEIPT Permit Number: D10-092 Status: PENDING Applied Date: 04/08/2010 Issue Date: Receipt No.: R10 -00592 Payment Amount: $3,358.79 Initials: JEM Payment Date: 04/08/2010 10:35 AM User ID: 1165 Balance: $0.00 Payee: SABEY CONSTRUCTION, DALE SPENCER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC - Authorization No. 005570 ACCOUNT ITEM LIST: Description 3,358.79 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $3,358.79 2,032.90 1,321.39 4.50 ENT ECEVE doc: Receiot -06 Printed: 04 -08 -2010 INSPECTION NO. INSPECTION RECORD n Retain a copy with permit U _ �° 1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 =2451 Proje3-00 Type Inspectio r rA -AA i 6 Address: = 3-i5 5 .f - I Zo PI— Date Cal g: t k 6 i '1.6 r ,AI4 Special Instructions: 59' / LL) ° Date Wante.( 5.-14 ,-- a�r,, p.m. Requester: Phone No: 2,06- 2.5S -3‘7/ • Approved per applicable codes. Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd:; Suite 100: Call to schedule reinspection. :Si"7mGly 4„' .°q�rrs'• 1.. y 1• . • r•, • 1 . . 1 . 1 • • •.:.— v -sg"+1 ,E r te:. 1.,.y5. J INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • I0 -092. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: siSG 52 ?u Z Type of Inspection: Pr e /-=/lo� Hood & Duct: Address: -s 5s Suite #: 5.170 VL Contact Person: 4 a 4 e..) a (0 4.. Special Instructions: 1 . ,;ALI �• 4,44 /, , 74 ' 4.. Phone No.: Zab -7 s5----,3(07 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: y Fire Alarm: Hood & Duct: r;rc r;„st 0k._. ., coCa. 6.,--, rte/ //A /O d� e l . av,, dam. 1 . ,;ALI �• 4,44 /, , 74 ' 4.. - Cav i.t ,..4 a% a o ri Vey/to 1 Needs Shift Inspection: Sprinklers: y Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4 _ • - Date: ilk II o Hrs.: /.0 r-7 $80.00 REINSPCTION FEE REQUIRED. You will receive an invoice from the -City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER Y . . INSPECTION RECORD retain' a copy with permit f a W„4 .'a,P'.," AL ' "7'«k'V�"42111r•Y.4M45t00 0,0,1 ,410wFy ,'1.'Mo. ∎ r•,.:,�_ , PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: s i4\, Sprinklers: Type of Inspection: SP Address: 3 35 5— Suite #: S 1 ae) -1-"' p% Contact Person: Special Instructions: Occupancy Type: "Phone No.: • RLApproved per applicable codes. Corrections required prior to approval. COMMENTS: ci ;xi Needs Shift Inspecction: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • Inspector, it '514 ,S` a, Date: 9/7) /0/0 Hrs.: i $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Ivo -e561. /1 - ( 0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Vila. 98188 206 -575 -4 Project: X14 8.44 �-lr a I' Type of Inspection: / sit' Cep► -er- Address: 3 3 Suite #: S /)o- 0 Contact Person: fri.4 -1 -- Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. gCorrections required prior to approval. COMMENTS: P-er Cosa,� VA- 5 N2 qJ5 '"71r, +�,e b r n. i , 4, /O ;AI /"o dd f T� S X2,41' S f 71,. r.d, , A, 1 b, AC ;At 3 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: • . S-61-- Date: q //6 At) Hrs.: / • Fl $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. . Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 MAYES TESTING ENGINEERS, INC. Project No. T10098 Project Sabey SDC52 -B Central Plant Phase II Address 3355 South 120th Place, Tukwila, WA Permit No. D10 -092 Bldg Dept. City of Tukwila Owner Sabey Engineer Engineers Northwest Contractor Sabey Record No. 003 Date 7/15/2010 Weather Clear Inspection Structural Steel Sample(s) N/A :r.< , .. Sea t& Office 20225 Cedar VaIey Road Site 110 Lyrnh od, WA 98036 ph 425.7429360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way StiteE2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Office 7911 NE 33rd Drive St.i 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected welding of post bases to wide flange framing members at roof level grid lines A -B /7. Welds were inspected per detail A on page S4.1. Welds were inspected for correct size and quality per AWS D1.1 visual acceptance criteria. Welds inspected are complete as required and are visually acceptable. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Jonathan Peters Reviewed By: Shaun W. Sevigny, P.E. Branch Manager Page 1 of 1 FILE COPY 7. mo�w' Location of new HVAC equipment. rte - 13' setback from west, 154' from north. L r ' Building in MIC -L. New generator location '.w.11:R1.'rl 480' to Hiway 99 (elevated) 575' to Homeland Security (elevated). .Fa.A.,rrS. 17, 675' to LDR Zoning City of Tukwila BUILDING manly RE MVO T11 LA APR 0 8 2010 vto_0612., PERMITCENT�R 4. 44 ErNIW STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. CODE FILE COPY Permit No SABEY DATA CENTER SDC -52b Intergate East Building 5 Tukwila, Washington STRUCTURAL CALCULATIONS REVIEWED FOR COMPERE APPROVED MAY 14 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKIMLA APR 0 8 2010 PERMIT CENTER April 2, 2010 ENW Project No. 99- 136041 • • • • 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.enwseattle.com SDC -52 PHASE II INDEX Mech. Upgrade lat. 1 -UP 7 -UP Roof Mechical loads 1 -Mech. 17 -Mech. 3rd floor Mechanical Toads 1 -3rd 10 -3rd Generators 1 -Gen 4 -Gen. • U rmmer ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 WOODLAWN A E. N. E. #205, EATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT 4(,'1 )24 e`ea4 DATE ViV/ (014 Ork t(0,61r NI-eAd Ro4 fox (11) UNITS ® 15.51< EXIST PENTHOUSE . SHEET OF AC BY 26e 4D 9 6•'f 396. (40) UNITS 0 15.5K C% 2. 42 1 1 me Lz. k 'it 24 7 G td Ig r2 96-'t I FUTURE ALLOWAE • II NO ADi) I11ONAL LOAD UNTIL >d HVAC WT = GRID L IMPROVEMENTS MI II Pill 'I (2) U ilmwm: 30K a (8) UNITS ® 1 1—(8 UNITS 36K E 7.5K CURRENT & FUTURE ROOF TOP HVAC DESIGN ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT '7( 941, re441_ SUBJECT l,q..(-&'ya/ I rf 'V 4+ ) 4 ll' • nn R'vl•5 2C/ EA) 4c /Ic� `' G ma Z ) Or1i4I P-s'1r IA, ps>f fsf fix/ 81,3 ,sC hs `10/b 9 V7 1-070J FIN (4'r; SY e) �cOr. Nor IA, DATE 6146 SHEET OF `i de BY �( C / cV , hat,-/ 0,i'6(0= ors (451) X115eC( best V) (cUAT(44.1 ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No `� Joe NAME ( ?)PO' tL DATE + d" �" `� ' SUBJECT N�1 %IJ�Thilt SHEET V� C I�A.) r-op. e7flho/Le f2,,00 IMF �j I'yF RN Il pe-21- (Roof roe kWwwwNT) pia Phf ¢vcrkt- EI4019\ c1n I,F (tinI 3rd 9 P? Rk441► ( =1',7 ( RtiT r-wtup-6 friNI nom I 00 14- GRWLtsk- G� �N��ums �oiXz�' p�F (F111R c`rt919-t oK wAwA (51%• i•Mi 0-8 ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No. (16100170 JOB NAME V\iaU6 (V " 1,t UN (TUX DATE 00 SUBJECT �� �� ■ /. 1 SHEET V OF BY U. C (1;br-mN/6 cRctuvs use.) 1/168T gra•t\tce spy =o& lo twiimrin9 9-0“1,6k1 (A1-1" `➢i lo&) key- 11/Prif RD* 50P6r" F1, =qa rF Art o= 3h2)66'� WiD 1/1w-criAltt, ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 * ** Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * ** AMERICAN SOCIETY OF CIVIL ENGINEERS WIND LOADS PER ASCE 7 -05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings INPUT CELLS = (Shaded) All references are to ASCE 7 -05 for Sections, PROJECT NUMBER: 99136030 Figures, Tables & Equations PROJECT NAME: Sabey Data Center - King County Data Center LOCATION: Tukwila , WA DESIGN BY: DML PROGRAM LIMITATIONS: 1.) The buiiding.hei jht MUST NOT exceed the length, nor width (a rigid Structure),, 2.} The building' MUST Nor >exceed:60 feet in height: 3.) Thereof scope MUST Not •exceed 45 degrees. BUILDING AND SITE INFORMATION INPUT BUILDING WIDTH, B = 490.00 ft. (PARALLEL TO RIDGE) BUILDING LENGTH, L = 463.00 ft. (PERPENDICULAR TO RIDGE) BLDG. EAVE HEIGHT, he = 58.00 ft. BLDG. RIDGE HEIGHT, hr = 58.00 ft. ROOF SLOPE, s = 0.26 in. /ft. IS ROOF A HIP OR GABLE? Gable HEIGHT OF PARAPET, hp = 68.00 ft. (EL U-0 to T.O.W.) WIND VELOCITY, v = 85 mph (3 second gusts only!!!!) SITE EXPOSURE = B Section 6.5.6.3 IMPORTANCE FACTOR, I = 1.15 See table to the right TOPOGRAPHIC FACTOR, Kzt = 1.00 Figure 6-4 & Eq. 6-3 DIRECTIONALITY FACTOR, Kd = 0.85 For this Kd you MUST use ASCE load combinations in Sec. 2.3 & 2.4 Building Internal pressure condition = ENCLOSED Determines GCpi in Figure 6-5 * Note:- III = Pub is Assembly &/or Hazardous * ( See ASCE 7 Section 6.2 for definitions of Enclosure Classifications) Substance & IV = Essential Facility Roof slope = 1.1936 degrees 5/24/07 Importance Factor - Category Importance Table 1 -1 pg.4 Factor Table 6 -1 11 1.00 III & IV 1.15 MEAN ROOF HEIGHT, hmr = DESIGN HEIGHT, hd = DESIGN HEIGHT, hd = Design height for (qh) = OUTPUT 58.00 ft. 58.00 ft. 58.00 ft. 58.00 ft. (WIND PERPENDICULAR TO RIDGE) (WIND PARALLEL TO RIDGE) MAIN WIND -FORCE RESISTING SYSTEM (MWFRS1 FROM ASCE 7 Figure 6 -5 ( Input From - "Building intemal pressure condition" above) INTERNAL PRESSURE COEFFICIENTS - GCpi ENCLOSED = 0.18 -0.18 Kz = 0.8458 qh = 0.00256 Kz Kzt Kd V21 (Eq. 6 -15) qh = 15.29 psf EL.58 ft. Section 6.5.12.2.2 Low -Rise Buildings p = qh[(GCpf) - (GCpi)] (Eq. 6 -18) Case A - Perpendicular to ridge Case B - Parallel to ridge Zone GCpf Load Zone GCpf Load 1 0.40 6.12 psf 1 0.40 6.12 psf 2 -0.69 -10.55 psf 2 -0.69 -10.55 psf 3 -0.37 -5.66 psf 3 -0.37 -5.66 psf 4 -0.29 -4.43 psf 4 -0.29 -4.43 psf 5 -0.45 -6.88 psf 5 -0.45 -6.88 psf 6 -0.45 -6.88 psf 6 -0.45 -6.88 psf 1E 0.61 9.33 psf 1E 0.61 9.33 psf 2E -1.07 -16.36 psf 2E -1.07 -16.36 psf 3E -0.53 -8.10 psf 3E -0.53 -8.10 psf 4E -0.43 -6.58 psf 4E -0.43 -6.58 psf Windward Parapets = 22.94 psf Leeward Parapets = -15.29 psf a = 23.20 ft. 2a = 46.40 ft. 1 UB = 0.94 B/L = 1.06 hmr /B = 0.118 hmr /L = 0.125 Internal pressure = +/- 2.75 psf NOTE: - Internal pressure for the main frame cancels when Zones 1 & 4 and 1 E & 4E are combined but adds or subtracts at Zones 2, 3, 2E and 3E that do not have directly opposing frame loads. 12/10/2008 Copy of ASCE7 -05WindMeth2Jds ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 * ** Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * ** PROJECT NUMBER: 99136030 PROJECT NAME: Sabey Data Center - King County Data Center LOCATION: Tukwila , WA WIND LOADS PER ASCE 7-05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings HEIGHT OF PARAPET, hp = 58.00 ft. BLDG. RIDGE HEIGHT, hr = 58.00 ft. BLDG. EAVE HEIGHT, he = 58.00 ft. MEAN ROOF HEIGHT, hmr = 58.00 ft. Distance diaphragm is below roof = 29.5 in. Wall Support Elevation at Ridge = 55.44 ft. Wall Support Elevation at Eave = 55.44 ft. 2a = 46.40 ft. a = 23.20 ft. Loads to MWFRS Location Zones Walls @ corners = 1 E & 4E Walls = 1 & 4 Windward roof = 2 Leeward roof = 3 Windward roof = 2E Leeward roof = 3E Walls parallel to the wind = 5 & 6 Windward Parapets = All Leeward Parapets = All Joist depth @ MBS buildings For MWFRS Corner design load For Wall "Corner" design load Loads 15.90 psf 10.55 psf -13.30 psf -8.41 psf -19.11 psf -10.86 psf 0.00 psf 22.94 psf -15.29 psf ALSO SHEET OF oor Create a separate load case with all horizontal zones equal to 10 psf and all vertical zones equal to 0. Check thls load case as an independent case and do not combine with the load case at the left. MWFRS - Diaphpaqm loading parallel to the ridge Comer load (up to) 46.4 ft. from corners = Non -comer Toad (more than) 46.4 ft. from corners = 490 plf 330 plf MWFRS - Diaphpagm loading perpendicular to the ridge Corner load (up to) 46.4 ft. from corners = Non-corner load (more than) 46.4 ft. from corners = MWFRS - Roof Uplifts Roof uplift load up to 46.4 ft. from exterior walls = Roof uplift load more than 464 ft. from exterior walls = Components & Cladding 490 plf 330 plf -19.2 psf -13.4 psf Wall Design @ 1028 sq.ft. trib. (Inward) = Wall Design @ 1028 sq.ft. Crib. (Outward) = Wall Design @ 1028 sq.ft. trib. (Outward at Corners) = Wall Design @ 180 sq.ft. trib. (Inward) = Wall Design @ 180 sq.ft. trib. (Outward) = Wall Design @ 180 sq.ft. trib. (Outward at Corners) = Parapet only Design at Comers = Parapet only Design NOT at Corners = Roof overhang Or Canopy Roof Slope = Roof overhang Or Canopy Area = Roof overhang & canopies uplift (Zone 3) _ Roof overhang & canopies uplift (Zone 2) = 12.4 psf -13.8 psf -13.8 psf 13.5 psf -14.8 psf -15.9 psf 24.8 psf 24.8 psf -11.0 psf -15.1 psf 4 USE 4--- -- USE 4---- 4 USE 4--- USE 4-- USE 4 USE 4- USE 4 USE 4 USE 4-- USE 4 USE 4--- USE 4 USE 4-- USE 4-- USE 4--- USE 5/24/07 2 12/10/2008 Copy of ASCE7- 05WindMeth2.xls SDC -52 Central Plant Date and Time: 12/10/2008 11:04:58 AM MCE Parameters - Conterminous 48 States Latitude = 47.488839, Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 140.6 Soil Factor of 1.00 1.0 073.7 Soil Factor of 1.52 MCE Parameters - Conterminous 48 States Latitude = 47.488839, Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0 MCE SPECTRUM x SOIL FACTORS Fa = 1.00 Fv = 1.52 Period SA (sec) ( %g) 0.000 056.2 0.4FaSs 0.105 140.6 To 0.200 140.6 T =0.2, FaSs 0.524 140.6 Ts 0.600 122.8 0.700 105.3 0.800 092.1 0.900 081.9 1.000 073.7 T =1.0, FvS1 1.100 067.0 1.200 061.4 1.300 056.7 1.400 052.6 1.500 049.1 1.600 046.0 1.700 043.3 1.800 040.9 1.900 038.8 2.000 036.8 S, St Z '16.4104) z C)19373 3� (64455) z 00 3Z3 3 EII%T\V ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS UUpp,� 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # ✓✓ r O' PROJECT S /3 Ey alp?' Covtm soc - 5' Z b DATE 4 `'1 —/ SUBJECT C 6�l%TM L. P[,4`'?' -' SHEET I OF ruotti uedatizi iii(. rat fur exoTerirs BY 4447;04 7747 Jc OA' 77-M- S /CV. 061,40t/ c-4 7-M- c-4 WK IA) ILA (zoo) ¢31- ,3(.27-0 14LLG J Jo IAA)Ja6 - CaO O - Zoo 6 r G c SNOB/ - 2 s- - Q/rio= Se A tE - F cYn cJJG,.S ?Mu: Sire QA-$j 0- L. (f Date and Time: 12/12/2007 3:08:30 PM MCE Parameters - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 140.6 Soil Factor of 1.00 1.0 073.7 Soil Factor of 1.52 2/tueiti MCE Parameters - Conterminous 48 States Zip Cdde - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 .� 'Cos Z (!'foc) 1.0 048.5 Map Value, Soil Factor of 1.0 Z 0,36 MCE SPECTRUM x SOIL FACTORS Fa = 1.00 52 Period SA 16- f3' I (sec) ( %g) 0.000 056.2 0.4FaSs 0. 40)6,)0(14- 0.105 140.6 To �13� 2,0 (,)/, 0.200 140.6 T =0.2, FaSs 2-� 0.524 140.6 Ts 0.600 122.8 0.4 w� • - i i; 0.700 105.3 0.800 092.1 Sc- ,oceyi 0.900 081.9 1.000 073.7 T =1.0, FvS1 /�, _ ,5pp (/ z) L 1.100 Q67.0 • 1.200 061.4 72, o Ls 1.300 056.7 1.400 052.6 ( ) f, 0, 4s 01,6) (o . �'\ 2z?.. 1.500 049.1 Z ?' 1.600 046.0 z 224- # ..,- 1.700 043.3 1.800 040.9 . 1.900 038.8 2.000 036.8 ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. 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No 587 No 641 No No 72 x 96 80 x 104 72 x 96 132 168 29.5 5 3 22787 72 x 102 80 x 110 '4.00 72 x 102 131 16829.5 ?: 24211 28857 30661 35273 37478 39343 41802 45573 48421 72 x 108 80 x 116: 72 x 108 132 18029.5 5 # 25635 32464 72 x 114 80 x 122 72 x 114 132 19229.5: 5 327059 34268 72 x 120 80 x 128 72 x 120 132 20429.5 5 28483 36071 72 x 126 80 x 134 72 x 126 132 204 36.5 12 # 29907 37875 72 x 132 80 x 140 72 x 132 132 21636.5 12 31332 39678 72 x 138 80 x 146 72 x 138 132 21636.5 12 3' 32756 41482 72 x 144 80 z 152 72 x 144 132 22836.5 12 34180 43285. 72 x 150 80 x 158 72 x 150 132 22836.5 12 # 35664 45089 72 x 156 80 x 164 72 x 156 132 24036.5 12 3 37028 46893 72 x 162 80 x 170 72 x 162 132 240:36.0 12 38452 48696 72 x 168 80 x 176 72 x 168 132 25236.5 12 # 39876 50500 72 x 174 132 25286.5 12 41301 72 x 180 132 26436.5 12 # 42725 39682 41887 44091 46296 44261 46720 49179 51638 51270 51144 58556 54341 62216 No No 670 733 771 791 57537 65876 54118 56966 59815 60734 69536 63930 73196 67127 76855 48500 54097 62663 70323 80515 50705 56556 65511 No . No No No No 811 . ....... 848 886 934 73520 84175 No .52910 55114 57319 59523 59015 61474 63933 66392 68360 71208 74056 76905 '76716 -87835 79913 91495 83109 95154 86306 98814 -No No No No 973 976 4045 - '4111°""m" 1116 A/AttLp. 1228 1351 61728 68851 79753 89502 102474 .00 72 x 174 80 x 182 72 x 180 80 x 188 52303 63932 54107 66137 71310 73768 82601 85450 92699 106134 95895 109793 No No .. No 1486 ... .1.834 ...... 1798 8 t k 04. It A 0 MINIMUM ` 4 SCREWS FACTORY. CURS SECURE. TO : ROOF : BY G C.. • •: ROOF DETAIL I Loading area EQUAL ANGLES HIGH STRENGTH STEEL (52 ksi) NOMINAL SIZE THICK- NESS NOMINAL WE1GNT FEN FOOT SAFE DIST171aa4TE0 LOADS (KIKI / MAX DEFLECTION lint SPANS 7N FEET in in Its 2 4 6 8 10 12 14 20 25 8 x 8 1 57.0 49.3 49.3 47.0 35.0 27.9 23.0 19.5 13.2 10.1 0.01 0.05 0.17 0.30 0.46 0.67 091 1.86 2.9 } 45.0 38.8 38.8 38.8 31.1 24.7 20.4 17.4 11.7 8.95 0.01 0.04 0.76 0.29 0.46 0.66 0.91 1.86 2.9 1 38.9 29.3 29.3 29.3 27.1 21.5 17.8 15.7 70.2 7.79 0.01 0.04 0.13 0.29 0.46 0.66 0.90 1.86 2.9 } 32.7 21.0 21.0 21.0 21.0 182 15.0 12.7 8.55 8.51 0.00 0.03 0.11 0.27 0.46 0.67 0.91 7.87 29 } 28.6 13.8 13.8 13.8 13.8 13.8 12.0 10.2 6.82 5.14 0.00 0.03 0.09 0.22 0.44 0.86 0.91 1.87 11 8 x 8 1 37.5 45.8 38.5 255 19.0 15.1 12.4 10.5 6.98 5.10 0.02 0.10 0.23 0.41 0.63 0.91 1.25 2.8 4.0 } 33.1 36.3 34.5 22.9 17.0 13.5 11.1 9.42 6.07 4.56 002 0.10 0.23 0.40 0.63 0.91 1.24 2.5 4.0 } 28.7 27.7 27.7 19.6 14.8 11.8 9.52 7.99 5.30 3.98 0.0? 0.09 0.22 0.39 0.61 0.88 120 2.5 39 )• 24.2 20.0 20.0 16.6 12.4 9.81 8.08 6.84 4.49 3.38 0.01 0.08 0.22 0.39 0.61 0.88 .1.20 2.5 19 11 21.9 762 182 15.0 11.1 8.85 7.38 6.00 4.08 3.10 0.01 0.06 0.22 0.39 0.61 0.88 7.20 2.5 3.9 3 x 3 } 19.5 13.3 13.3 13.3 10.0 7.97 657 5.49 3.64 2.74 0.01 0.07.. 0.22 0.39 0.61 0.88 1.20 2.5 19 li 17.2 10.2 102 102 8.78 8.96 5.68 4.79 3.18 2.39 0.01 0.08 0.19 0.39 0.61 0.88 7.19 2.5 4.0 • 14.8 7.77 7.77 7.77 7.50 5.95 4.90 4.15 2.75 2.03 0.0? 0.06 0.17 0.39 0.67 0.88 7.20 2.5 40 18 8.0 4.92 3.07 2.03 1.50 1.18 0.96 0.80 0.48 0.32 . 5 6 5 } 23.6 25.5 20.4 13.5 10.7 .....■...A 7.96 6.55 5.53 3.53 261 k 4.8 3.02• 0.12 0.27 0.48 0.76 1A0 1.49 10 4.8 } 19.9 19.2 17.0 ; 11.3 8.38 6.63 5.45 4.60 3.02 2.23 Ili 3.7 0.02 0.12 027 0.47 0.74 1.07 1.46 10 4.7 } 15.1 12.9 12.9 920 6.84 5.41 4.45 3.78 2.47 1.79 0.01 0.11 0.26 0.47 0.73 7.06 1.45 10 4.7 } 12.3 7.59 7.59 7.01 521 4.13 3.39 2.86 1.83 1.36 0.07 0.09 0.25 0.46 0.73 7.06 1.45 10 49 i 70.4 5.41 5.41 5.41 4.37 146 2.85 2.40 1.53 1.09 0.01 0.71 024 0.47 0.74 1.07 1.48 3? 5.1 04114l:tion values to the right of 17o hoary line r groom: tun 1/180 of 17. span. ' Load va m t0 thm Pitt of the broken line are bawd on rimer capacity. and ors l4s Man 67e permissible neural toad. Safe Load Tables for Laterally Unsupported Angles Normal - Strength Steel -36 Jai yield stress BASED ON AS CA 1 1968 Loading area NOMINAL SIZE 1'NK'K' NESS r NOMINAL wE70NT fE1� f00T SAFE OISTNISI TE0 LOADS IMPS; / MAX DEFLECTION (In) SPANS IN 91ST in in Ib 2 4 6 8 10 12 14 20 •25 4 8 4 } 15.7 18.2 10.8 7.14 5.30 4.19 3.43 2.82 1.81 1.29 0.03 0.15 0.36 0.61 0.95 1.37 7.88 3.8 8.0 } . 12.7 12.3 8.89 5.75 4.27 3.37 2.76 2.32 1.49 1.06 0.03 0.15 0.33 0.59 0.93 1.34 1.84 18 6.0 } 9.7 7.33 6.69 4.43. 3.29 2.59 2.13 1.79 1.15 0.80 0.02 0.14 0.33 0.59 092 1.34 1.82 3.9 6.0 71j 8.1 5.10 5.10 3.67 2.73 2.15 1.76 1.48 0.94 0.65 0.02 0.13 .0.33 0.58 0.92 7.34 1.85 3.9 8.3 i 6.6 3.45 3.45 3.00 2.23 1.78 1.44 1,19 0.73 0.51 0.02 0.11 0.33 0.59 0.94 7.37 1.87 4.0 67 3f x 34- 1 13.5 16.2 8.06 5.33 3.95 3.11 2.54 2.13 1.30 0.92 0.04 0.17 0.39 0.70 7.70 7.56 2.2 4.4 7.0 } . 11.0 11.9 5.70 4.43 3.28 2.55 2.08 1.75 1.08 0.76 0.04 3.t7. 0.39 0.69 7.07 7.55 27 44 7.0 } 8.4 7.16 5.13 3.39 2.51 1,98 1.82 1.34 0.84 0.59 0.03 0.17 0.38 0.68 (.06 1.54 21 4.3 7.1 1} 7.1 5.00 4.28 2.83 2.10 1.65 1.32 1.11 0.69 0.48 0.02 0.77 0.38 0.68 1.07 7.52 21 4.4 7.2 • 5.7 3.40 3.40 2.33 't.68 1.32 1.08 0.89 0.55 0.38 0.02 0.76 0.38 -0.67 1.05 7.54 21 4.6 --tit 3 x 3 } 11.4 71.5 5.72 3.77 2.79 2.19 1.79 1.49 0.91 0.61 0.05 0.21 0.47 0.83 1.30 7.87 26 5.3 82 1" 9.3 9.64 4.79 3.16 2.34 7.84 7.47 1.22 0.75 0.51 0.05 • 0.20 0.46 3.67 1.28 1.83 2.5 . 5.2 • 6.2 i 7.1 6.93 3.57 2.42 1.79 1.417 •1.15 .0.95 0.58 0.40 3.05 0.20 0.44 0.79 7.25 7.81 25 5.2 82 18 8.0 4.92 3.07 2.03 1.50 1.18 0.96 0.80 0.48 0.32 0.04 0.19 ,0.44 0.79 124 `1.80 25 5.1 8.3 k 4.8 3.32 2.53 1.87 123 0.97 0.79 0.85 439 '026 0.03 0.19 • 3.44 0.79 1.24 1.82 2.5 5.F' • 8.7 Ili 3.7 1.95 1.92 1.27 0.94 473 0.58 0.47 0.27 0.17 0.03 0.79 0.44 0.80 7,27 1.86 26 5.8 90 The tables are a{gdaud for IOada applied anywhere e within halt 1149 1an9bf an env* tide of the rhos amu- se tig, 1. ENGINEERING JOURNAL / AMERICAN INSTITUTE OF STEEL CONSTRUCTION Y Loading area 1 EQUAL ANGLES NOMINAL. SIZE THICK- NESS r NOMINAL WEIGHT PER FOOT WE DI8TRISUTED LOAD"' (KIPS1 / MAX DEFLECTION (in) SPANS 7■ FEET in in Ib 2 4 6 8 10 12 .14 20 25 8 X 8 1 51.0 34.1 34.1 32.9 19.4 0.72 17.3 0.32. 15.0 0.32 12.4 0.31 9.57 0.30 16.0 13.5 8.93 6.69 1.19 0.81 0.00 0A3 0.12 0.46 0.63 1.30 20 0.94 f 45.0 26.9 26.9 26.9 142 12.0 7.95 5.95 3.01 2.36 1.92 0.00 0.03 0.11 0.46 0.63 1.29 20 0.10 } 38.9 20.3 20.3 20.3 12.4 10.5 8.94 5.05 9.7 5.08 4,78 0.00 0.03 0.10 0.46 0.153 1.29 1.99 i 32.7 14.5 14.5 14.5 10.2 8.61 5.69 426 25 4.1 0.00 0.02 0.08 3.45 eel 126 1.96 1.21 } 26.6 9.57 9.57 9.57 822 6.95 4.60 3.44 0.40 0.63 0.91 0.00 0.02 0.06 0.45 0.61 1.27 2.0 6 x 6 1 37.5 31.7 26.6 17.6 5; g gi g; G; flt)ig; gi gi g; i2 ;El gP • i Pt P!n P Pa° PP° P; PE 8.47 7.12 4.60 3.35 0.01 0.07 022 0.01 0.07 0.16 0.63 0.86 1.76 2.8 f } 33.1 252 23.8 153 7.59 8.38 4.13 3.00 0.56 - 0.01 0.07 0.16 0.62 3.85 1.74 27 1.48 } 28.7 19.2 192 13.8 6.65 5.80 3.62 2.84 1.76 1.42 1.18 0.01 0.06 0.15 0.62 0.85 1.73 27 0.27 f 242 13.8 13.8 11.8 5.87 4.77 3.09 2.14 4.95 3.51 2.38 0.01 0.06 0.15 0.52 0.84 1.7] 2.7 A 219 11.4 11.4 10.8 5.00 423 2.88 1.98 4.7 74 0.01 0.05 0.15 0.80 0.83 1.72 27 0.74 f 193 920 920 920 4.48 3.77 2.44 1.74 0.72 1.05 1.44 0.01 0.05 0.15 0.60 0.82 7.70 27 1.57 11 172 7.08 7.08 7.08 3.92 3.29 2.13 1.51 0.01 0.12 0.26 0.01 0.04 0.13 0.60 062 1.70 2.7 • 1 14.8 5.38 0.01 5.38 0.04 5.38 0.11 3.40 0.60 2.86 0.82 1.85 1.71 1.31 2.6 5 x 5 } 23.6 18.4 14.1 9.32 4.45 3.72 2.37 1.68 1.76 3.6 5.7 0.01 046,. 0.19 0.75 7.02 21 3.3 124 1. 19.9 13.3 12.1 7.96 3.81 3,19 2.00 1.45 0.32 0.56 0188 0.01 0.0E 0.79 0.75 1.02 21 3.3 4.80 } 16.1 8.92 392 8.58 3.13 2.63 1.83 1.16 0.03 0.01 007 0.76 0.74 1.01 21 32 5.5 1. 12.3 5.28 526 4.89 2,33 1.96 124 0.87 0.54 0.30 0.19 0.01 0.06 0.1E 0.72 1.00 21 23 0.86 . 74 10.4 3.75 3.75 3.75 136 1.84 1.04 0.71 1.14 0.84 0.65 not nos ale 0.73 7.00 21 3.2 Oi lsctien value to the right 0t t1M henry line we tweets' than 1/160 9f the San. Loud values to the lett of the broken line ire bawd on sheer aned*Y. and we les non the Oermiaibkr flexural Safe Load Tables for Laterally Unsupported Angles High - Strength Steel -52 ksi yield stress NORMAL STRENGTH STEEL (36 ksi) BASED ON AS CAI 1968 Y Y Loading area x NOMINAL SIZE TMICK- NESS r NOMINAL WEIGHT PER FOOT SAFE DISTRISUT6O LOADS (KIPS) / MAX DEFLECTION lint SPANS IN FEET ' in in Ib 2 4 6 8 10 12 14 20 25 4 x 4 } 15.7 12.6 7.45 4.91 3.63 2.85 2.31 193 1.19 0.81 0.03 0.10 0.24 0.42 0.65 0.94 1.29 2.6 4.2 1" 12.7 8.53 6.17 4.07 3.01 2.36 1.92 1.60 0.99 0.64 0.02 0.10 0.23 0.41 0.65 0.93 1.27 25 4.1 i- 9.7 5.08 4,78 3.16 2.33 1.83 1.46 1.21 0.75 0.49 0.02 0.10 0.23 0.41 0.64 0.91 125 25 4.1 1/4 8.1 3.53 3.53 2.56 1.89 1.48 1.21 1.00 0.62 0.41 - 0.01 0.09 0.22 0.40 0.63 0.91 1.25 2.6 4.2 } 6.6 2.39 2.39 2.11 1.56 1.22 0.99 0.83 0.49 0.33 0.01 0.07 022 0.40 0.63 0.92 1.26 2.6 4.1 3} x 3} f 13.5 112 5.56 3.66 2.70 2.11 1.71 1.42 0.85 0.56 - 0.07 0.12 0.27 0.48 0.76 1.09 1.48 3.1 4.8 f 17.0 8.26 4.63 3.04 2.25 1.76 1.42 1.18 0.71 0.47 0.03 0.12 0.27 0.48 0.74 1.07 1.47 3.0 48 i 8.4 4.95 3.51 2.38 1.75 1.37 1.11 0.92 0.54 0.35 0.02 0.12 0.26 0.47 0.74 1.07 1.46 3.0 4.7 74 7.1 3.46 3.02 1.99 1.41 1.10 0.89 0.74 0.45 029 0.02 0.12 0.26 0.46 0.72 1.05 1.44 2.9 4.8 } 5.7 2.35 2.39 1.57 1.15 0.90 0.73 0.61 0.37 024 0.01 0.12 0.26 0.46 0.72 7.05 1.44 3.0 4.8 3 x 3 i' 11.4 7.96 3.95 2.59 1.91 1.48 1.19 0.98 0.57 0.35 0.04 0.14 0.32 0.57 0.89 1.29 1.76 3.6 5.7 1' 9.3 8.67 3.31 2.17 1.60 124 1.00 0.82 0.48 0.30 0.04 0.14 0.32 0.56 0188 1.27 7.73 36 5.6 } 7.1 4.80 2.59 117 7.25 0.98 0.79 0.65 136 023 0.03 0.14 0.31 0.55 0.87 125 1.71 3.5 5.5 74 6.0 3.41 2.18 1.44 1.06 0.82 0.66 0.54 0.30 0.19 0.02 0.14 0.31 0.55 0.86 1.24 1.70 15 5.5 i 4,8 2.30 1.74 1.14 0.84 0.65 0.52 0.43 0.25 0.15 502 0.13 0.30 0.54 0.85 1.23 169 3.5 5.6 ii 3.7 1,35 7.32 0.87 0.64 0.49 0.40 0.32 0.18 0.11 0.02 0.13 0.30 0.54 0.85 121 1.66 3.7 5.9 The tables are aloulatad for loads woke 607wfore Widlin halt a lee length On either side of the shear centre- s* fie, 1. DIAGONAL BRACE SCHEDULE MARK SIZE REMARKS T64 6x6x+ T.S. T66 6x6x$ T.S. T68 6x6x3 T.S. w /6x6x 4 T.S. BELOW T88 8x8xj T.S. ROOF BEAM SCHEDULE MARK SIZE REMARKS R1 W16x26 R2 W18x35 R3 W21x57 w /6x6x 4 T.S. BELOW R4 W24x55 R5 W21x57 w /8x8x 2 T.S. BELOW R6 W21 x44 R7 W24x68 R8 W21x57 JOB NAME - - LOCATION :USTOMER SDC -52 300T w/walkway PACKAGED CHILLER ENGINEER 1. ARCHITECT CONTRACTOR Multistack Order Number Customer P.O. Number Sales Representative Craig Center Submitted by Quote # Approved by Craig Center / MO QMO031220083 Date: Total Number of Modules: Overall Helght(in): 77 13/16 CHILLED WATER DESIGN Master Module ASP -30A (MF) Slave Front ASP -30A (SF) Slave Front ASP- A (SF) Slave Rear ASP -30A (SR) Slave Rear ASP- A (SR) Chilled Water: 20 % Propylene Glycol Entering Temperature 51.0 °F Leaving Temperature Flow Rate Evaporator AP 40.0 °F 620.7 GPM 5.1 Feet 10 0 (Dimensions Do Not Include J- Boxes) Width: 72 -O« Length: 364, a PART LOAD DATA w/ ARI RELIEF 30 -4 1 4 0 5 0 AMBIENT AIR TEMPERATURE Design: 95.0 °F Low: 0.0 °F FULL LOAD CHILLER PERFORMANCE Cooling Capacity: Power Input: EER: 268.1 Tons 304.4 KW 10.6 % Load KW /ton EER 100% 1.14 10.57 75% 0.81 14.75 50% 0.59 20.25 25% 0.54 22.34 NPLV = 0.68 17.54 ACCESSORY MODULES 180 Gallon Tank Module(s) ASP -00T Glycol Feeder Module(s) ASP -00G Pump Module(s) ASP -OOP PUMP DESIGN Pump Size N/A Flow Rate N/A Pump NIA Total Head N/A GPM hp Feet 0 0 0 Wet Weight: 21:750 Ibs; CHILLER FEATURES • Stainless Steel Evaporator • Lead Compressor Sequencing (24hrs) • Automatic Internal Rescheduling If Fault Oceurs • Automatic Logging Of Any Fault Condition • Electronic Chilled Water Control • Multiple Independent Ref. Systems • Quick Interconnect Modular Design • Aluminum Fin/Copper Tube Condenser Coils • Dual Condenser Fans Per Module Designed For Quiet Operation • Pressure Controlled 1140 RPM Fan Motors • Filters In Evaporator Supply Headers • Stainless Steel Inlet Header • R-407c Refrigerant • Two Points of Power • 2 Lifting Frames, Bolt Together w /2S" walkway • 2 Master co:Mellets w/ Min. Emergency Startup Sequence • Interoperability Web Portal Per Master - BACNet • Fail to Run Controls • 1st Year Labor Warranty • PPM per Module • External Walkway Header w /S&R Isovalves per M ELECTRICAL DATA MAIN POWER SUPPLY 460/60/3 ELECTRICAL CIRCUIT(S) CAPACITY :: FRQNT Cl'RCUIT' Minimum Circuit Ampacity (amps) .... Maximum Over Current Protection (MOP) 350 `AII chillers require completion of at least one of these columns. REAT CIRCUIT` 292 350 FANS: 3.5 FLA per fan motor ASP -30A: 25 RLA per compressor " Compressor RLA's are obtained at ARI Conditions First Letter Second Letter M= Master ediiier Module F=Froiii ivvioduie S =Slave Chiller Module R =Rear Module P =Pump Module F =Free Cool Module := Glycol Feeder Module CHILLER LAYOUT SR SR SR SR SR li 11 11 11 11 11 11 I I 11 MF .,. SF' SF SF IMPORTANT: To assure full equipment design performance, life and reliability, the MULTISTACK chiller must be piped in accordance with Installation Manual unless specifically authorized otherwise by MULTISTACK in writing. SDC -52 Bus C Chiller Submittal3 -25 -10 3/17 CHILLER MODULES FRONT MODULE Front modules contain 4" water header distribution pipes and have a slave control board. A front module will bolt together with a rear module. ASP30 modules utilize 5" headers. One master module for each chiller is designated at the factory. This module contains the master controller with microprocessor display. SDC-52 Bus C Chiller Submittal 3 -25 -10 REAR MODULE Rear modules will be attached to front modules by vertical frame bolts. The evaporators are connected by crossover pipes connected to the front module headers. Rear modules contain a slave control board. 8/17 R UNIT WILL SHIP IN TWO SEPARATE SKIDS 6- MODULE SKID WEIGHTS: 12,000 LBS DRY 4- MODULE SKID WEIGHTS: 8,500 LBS DRY 12,750 LBS WET 9,000 LBS WET MULI1STACK S1w.a 1 fi D 1 LAYOUT S0C-52 300T / X28• ILMY11i NONE 1"B11 EOfN L ASP-30A (SR) TOP VIEW ASP -30A (SR) ASP -30A (SR) LIFT /ASP-30A (SR) FRAME ASP -30A (SR) CCNANECTiON SIDE " ROO ova eon MOGI 28 WALKWAY 1118 6' HEADERS oi■ Idol■) 006 lamp Kos LS7jI Irim •t i io ►`i►�al r..1 . 1" oI1 ASP -30A (MF) ASP -30A (SF) ASP -30A (SF) ,O 'c n' re. sm' ASP -30A (SF) ASP -30A (SF) 6' BCN•0 PPE SIDE VIEW r PIPE H�0 'A• s ue , ' 3/ ` . e `� FRONT VIEW ]6' NOTE: ALL DIMENSIONS ARE FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGE UPON FINAL DESIGN HEADER LOCATIONS TO BE DETERMINED ONCE JOB HAS BEEN DESIGNED l 1 SDC -52 Bus C Chiller Submitta 13 -25-10 w 1 It 1 u 13 1 �B' P6' iTP. !PLUMY IUNC7IDN BDY ]UNCTION BO SIDE VIEW IDI LAYOUT 4 6 I N I 79-1 t? 9/17 4 V'N .... r4 1u1 rl .0. IOW. •o.• MOO MSS •IIIN rum.. • •nioswe VW! Atm sop tt_ _ 111:121 EOM SOO 9.. .0. MOM IL 8w 110.1 1 FOR CHILLER CONNECTION DETAIL SEE CH-5202 15111 mos MIPS lawilmom mble . " . •0. 1 .0• 1600: rill • oij no • lase a•• ito • • b• •1•11:1 MEG • Ira' 1"1 Moe OEM IGORJUO SOS A.1 Is.:4 Ism PAM 140 ri •.• OHM rasil FUTURE 16•111 woe NUN rii mow semi .0. 15'4'1 • o • ISOM mos rim* al lobo agrovws • oil 111111M1 21 CH-5201 OOP In I Irs1 WOG •1 '1 ONO roms,•• ,• CHP•••520 O. CW•52C2 lato Wolff el.•/4 ri • 1 MPS es* r..1 •... egms OrSilegItI MON ZUN OM • lelmyammV 00010114‘420 GeV Odd LEN 110 •de 0111191 rsoi doM g.1.11151 run Mo. 011/9 ril"H.. 1" IKON •0• O 1,111110 1111 • b. OWN 1,0 0Ra 1 Teepulptimprimpe.1 •• 1 001 Omm 0111* ova 0111N om 14111 gift 006110 AI ., 1.. v. Via 1714 USIli mi,10:1 sow al alato at . d 1 1, 1 1 / 1 I 1 \11‘ :I I 1 / I: : • I / \\ 1 : I 4: 1, 5 6,...09 O0 FoR cmv pump 115. DUAL SEE CHP.-.52C • 4i061 1011 my all sow •Ir/ CH-52C1 s-- OEMS!" pool osi Ouzo 1'1'1 MOO 16 7 ••• Mogi 110.1• 1111115, 1••• .0-1M1 Irot IANIO • 4111 411°1 11.00 11.1.yr/ Oo• IPSO tbelORS :121 1■11.•/% v.6 \-Eo . - 1-12--- •-- • ..-. .-="52E . EIN1TENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # 99 SUBJECT PROJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 Fax (206) 522-6698 /e-0-2 w T 4M L.L.t+ -t- .T‘ Gv x + -@-1":)-(62-s-) 2-C3 c9 ,634 14- Lea L mac.e-oT d- (AI? 8k.3s' z Zp (8.Ls') L (30`) DATE ,,/� SHEET I- OF (YliL7/ ( BY ,s yi" 1 ir 61A. ' S'( .8 6 > bC d742-- 4 • Y34(e•s1- Hwy i f4 04, 4 07- " -." 13 zz.. Z 2 .11--It yJ L 114.91- 4 t.(L - `t-J +" /kr .- " 0 P uP 36 m 2 B3� �zr -1Z 3 K(( I-9 14'1' FIN'S\T ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 5226698 PROJECT # 99 /3% 0 PROJECT S,Qacy I? G.14 kt -- cs.k, -5.7-- DATE _ SUBJECT ieeOP !N- 7Ll4-61t-4 SHEET 1) OF • tie By 1/4/itiC Pi; a o, fr (zt7 2 9.0 K C uu_r) (vit. ,0.5)(7.) • ¢z,L , 0'6 (2-0) (6•1) 2 / 44 ,✓et 4.7°u4-T 4/ 2 .9(2"Y) 2 2, Z,— I .re 4 57Z f,e b r; C 7 _ g -4 l ic.sr d /c I. 3v` Pitod 6 41 111. / . i I~ d y fieC (L�. ENGINEERS - NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET OF * * * * * Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * * * * * Job number 99136041.000 Job name SABEY DATA CENTER - CENTRAL PLANT UPGRADE PHASE 11 ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Component Definition ASCE 7 -05 Table 13.6 -1 = Table 13.6 -1 Category = Ip = Equipment weight = Wp = Is equipment mounted on a roof or on ground ? Spectral acceleration = Sds = (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) ap /Rp = z/h = Fpu= 1.6*Sds *Ip*Wp = Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2z/h)Wp = Fpu= 0.3 *Sds *ip*Wp = Equipment Lateral Load Anchorage force (WSD) Input Rev. 4 -16 -09 ME -2) Wet -side HVAC, boilers, furnaces, atmospheric tanks and bins, chicle Section 13.1.3 kips input (R or G) Automaticly Input from tab "IBC EQ." Output 0.400 Table 13.6 -1 1.0000 at roof level 2.2512 *Wp Upper bound 0.6754 *Wp Calculated 0.4221 *Wp Lower bound Fpu design = 0.6754 *W (U.S.D.) Fp design = 0.4728 *W (A.S.D.) Working (0.7 factor ) Fp design = 0.567 kips See footnotes below e, r1 /(64)5 trovr- NOTE: 1.) Anchors in concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASDILRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenion load applications in Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration Isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) Elect. Mech.Components 3/26/2010 Copy of ASCE7- 05Seismic roof top units • m. big 16 4•0F 7W / "(CAW/ C•4 t Ofrear )1 \kith 3 o 111121•1112111111 MOM= 0 0 0 0 0 o © o O o o O <� o 1010010 Illninall I� ® •Ids. HMI ii li ell11 till 111 liFP ti irElp I . i:�3 �.a MEE/ i V ii NEM fN �,I I _ �/ �••II fin■ �� ■n n� 1e ■1`r�r'' �■n�el�e 6t15111114 1 NI ram ..1 mi._ I�Ia IMIZEI IIREI IMI Ifflabil' -1. 10'HEADER W/WATER 1642 Ib. 8 HEADER W/WATER 300 Ib. z 8'HEADER W/WATER 427 Ib. 6°HEADER W/WATER 500 Ib. 6°HEADER W/WATER 300 I. J '-'B&G MODEL #JH -3 290 Ib. SPRINGS PER HOSKINS 4x4x1S(TYP) FRAME Y�GHT 9�1b. 48 CUBIC 0i' CONCRE TE %T' B&G MODEL i.1H -3 290 Ib. 6x6x}x 12°ANGLE 19.6 Ib. PER F00T(typ) 1 C8x11.5(typ) iV /QC, — CM ldv5 6c`Al 44,5 co/t 4' 8c B&G MODEL •6x8x13.A LH ROTATION 1950 Ib. l 1 1 11 /IE 111 Her iglle vim al: '111 �i 111 6'-0' B &G MODEL #6x8x13}A RH ROTATION 1950 Ib. ll� OSabey SDC 52 pump skid PLAN SCALE: 1/2' = 1' -0" Job number Job name ENGINEERS- NORTHWEST, INC.P.S. SHEET 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev. 4 -16 -09 SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Component Definition ASCE 7 -05 Table 13.6 -1 = Table 13.6 -1 Category = Ip = Equipment weight = Wp = Is equipment mounted on a roof or on ground ? Spectral acceleration = Sds = (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) ap /Rp z/h Fpu =1.6 *Sds *Ip*Wp Fpu= 0.4 *ap *Sds *ip /Rp *(1 +2z/h)Wp Fpu= 0.3 *Sds *Ip*Wp Equipment Lateral Load Anchorage force (WSD) Input VI -1) Components and systems Isolated using neoprene elements and neop 0.938 Section 13.1.3 kips input (R or G) Automaticly Input from tab "IBC EQ." Output = 1.000 Table 13.6 -1 = 1.0000 at roof level = 2.2512 *Wp Upper bound = 1.6884 *Wp Calculated = 0.4221 *Wp Lower bound Fpu design = 1.6884 *W (U.S.D.) Fp design = 1.1819 *W (A.S.D.) Working (0.7 factor) Fp design = 25.765 kips See footnotes below 7 12,5 2. z NOTE: 1.) Anchors in concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASD /LRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenlon load applications In Seismic Design Categories D, E, and F unless approved for such Loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) Elect. Mech. Components 3/26/2010 Copy of ASCE7- 05Seismic roof top units ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 2 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 PROJECT # J d 3( O 4J PROJECT �P C� C�Ca/'`�f ` f44- f/, DATE 3 - 2 rj �i O SUBJECT �V `7l'LC( -/Id' SHEET C� ■/T, 22'c A a N C4 so A. 30 Co 1 2616 00 `5 (mod .31-8, 0�� 1 6rvi. Z 2,2 S� -r. 5`13 z k* TEL z 148• 8.33 30'� 1 O.jej Z r i t CIO 2 IMO 3, 4 ¢ ) 6 -x36- (3 ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 9) i 6 04 ( PROJECT S DCa 5- CLIOlat- & 1 UM* /WdT DATE 3 -G0 SHEET `, L9 OF frtitelt BY ,Om (-• J ( Cis ter. 7-vp tom. ws$ r (its 6-- Li5*.:y 1s OL- 30 2- 8r -d 0,1< c/ c. 6n k74,dj?4fl 400,i 0F !O 000/ E r/@ds r.Jt 21,W-Sk d4- 22P( i/u (z Lt 13)(34 9 2 2, 54 8' ,4J T � Li* R(JU c- *7 i 4t. 's (et) v-1)4/649 omit/ 046e" ,f • /9 f4 $41- - 1ao-z4t .1(Pv 1, r3 41t ,vG.c v `�- 02 41,5 307 �i3 Txa6 ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # J 13 C O'( PROJECT SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 5nc - cast Pc.AJrurc f/ DATE 3-�2) -c. -1 SHEET 2J.) OF BY fair rh = 3. `f4 (z. zs) 2 713 r<. (� sc 7-6(a) .G O z 4; 34 Ah3 f USE S" s72 to 7 8 («) •6(46) 3,3, Ak.' KSS S,ovox o, z,S- z 3,y? 25-43 1. 7 . .S- C" 06 x 3s h 2 k0/ ,car' 4i G. k.41 SY, G,s001 s5 6 rti s72 f/& /1./.✓ �Sj x 231 SZ 3,01 Company : Engineers Northwest, Inc., PS Designer : DML Job Number : 99136041 SDC-5 Central Plant PHASE II Mar 26, 2010 q..1 / 1:53 PM Checked By: Global Display Sections for Member Calcs 20 Max Intenlal Sections for Member Cates Include Shear Deformation Yes :l'i�cFude Wa ::No Area Load Mesh (in ^2) 144 Marge = ` [erariee (in) 12 P -Delta Analysis Tolerance 0.50% ' erticaI Axis> Hot Rolled Steel Code A36 Gr.36 29000 AISC : ASD 13th CdldFormed -Steel Code - : .49 :A.ts1:01 ASD.. Wood Code A572 Gr.50 29000 NDS 2005: ASD Wood Te nperature _. :. < 100F Concrete Code A992 29000 ACI 2005 MasonryCode ::; .65 .49 MSJC 051)BC 06 ASD- Number of Shear Regions 4 .Region Spacing Increrrient: :(tn). 4:;;:;:.. Biaxial Column Method Exact Integration ParmeBeta Facctor(PCA) 65. Concrete Stress Block Rectangular Use :Cractied Sections :.Yes Bad Framing Warnings No :Unosad:.Farce..Wa.rni ngs Yes Joint Coordinates and Temperatures G1 tosauT id* 3 S d f��ll/s o!-0- er -ti ' <k411 /%,rle 71) l'rr,i4t1C/44 Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 1 N1 0 0 0 0 N2 30: Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section /Shape Type Design List Material Design Rules 1 M1 N1 N2 ROOF BEAM Beam Wide FlangelA572 Gr.50 Typical Hot Rolled Steel Section Sets Label Shape Type 1 ROOF BEAM W18X35 Design List Material Design Rules A (in2] lyy OM) Izz (in4) J (in4] Beam Wide FlangeA572 Gr.50 Typical 10.3 15.3 510 .51 Hot Rolled Steel Properties Label E (ksi G rksi Therm (11 E5 F) Densitv(k/ft ^3 Yieldlksi 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr.50 29000 11154 3 .65 .49 - 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.4.2 ......... 29000 ... ,.. 11154 3... 65 ...... .49 . 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 RISA -3D Version 8.1.0 [Q : \... \...\... \calcs\exist roof bm w chiller.r3d] Page 6 Company : Engineers Northwest, Inc., PS Designer : DML Job Number : 99136041 SDC -5 Central Plant PHASE II Mar 28, 2010 I1, 1 :53 PM �'_1U� Checked By: Hot Rolled Steel Design Parameters 1 Label Shape Length... Lbyy[ftj Lbzz[ft] Lcomp to... Lcomp bo... Kyy Kzz Cm -yy Cm -zz Cb y swayz sway Function I 1 i Lateral M1 ROOF B... 30 2 Joint Boundary Conditions Joint Label X [k/ini Y [k/iin] Z [din X Rot.[k- ftlradj Y Rot.[k ft/radj Z Rot.[k- ft/radj Footing 1 N1 Reaction Reaction Reaction Reaction Reaction N2 Reaction Reaction. Basic Load Cases BLC Description Cateoo X Gravity Y Gravity Z Gravi Joint Point Distributed Area (Me... Surface 1 DL None -.2 -1 0 4.514 2 1 Y -.2... 2 ..... SNOW None :.....:..:. 3 M1 Y -.2 -.2 S.. ' 0 ' 3 MECH None 4 SEISMIC None 8.: 5 seis otm forces None 4 Member Distributed Loads (BLC 1: DL) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft d... Start Location[ft, %1 End Location[ft, %1 1 M1 Y -.24 -.24 0 0 Member Distributed Loads (BLC 2 : SNOW) Member Label Direction Start Magnitude[k/ft .... End Magniitude[kift,d... Start Locatio 1 M1 Y -.2 -.2 0 4.514 2 M1 Y -.2... -.2 13 17 3 M1 Y -.2 -.2 25.417 0 Member Point Loads (BLC 2 : SNOW) Member Label Direction Maanitude[k,k- 1 M1 Y -.8,5 4.583 2 M1: Y -.85 1:3 3 M1 Y -.85 17 4 M1.... Y -.85 25.417. :: :.. Member Point Loads (BLC 3 : MECH) Member Label Direction o. 1 M1 Y - 2.84. - 4.583 2 M1 Y ...,.. -2.9.4 13: . 3 M1 Y -2.94 17 4 M1.. ...._........ .. Y -2.94 25.417 Member Point Loads (BLC 4 : SEISMIC) Member Label Direction o. 1 M1 X 3.47 4.583 2 M1 X 3.47 13 .. 3 M1 X 3.47 17 RISA -3D Version 8.1.0 [Q :\... \... \...\calcs \exist roof bm w chiller.r3d] Page 7 Company : Engineers Northwest, Inc., PS Designer : DML Job Number : 99136041 SDC-5 Central Plant PHASE II Mar 26, 2010 n �i/pi 1:53 PM `►�,'/ Checked By: Member Point Loads (BLC 4 : SEISMIC) (Continued) Member Label Direction Maanitude[k. k -ft Locaiion[ft. % 4 M1 #Uf1 ... ..:....... 4.583 X 3.47 2 25.417 5 3 M1 Y 4.75 Mz 7.81 4.583 ;6 ;:.... . : >. ,:..;; M1 ..., , :... .:: Mz.. 7.81. :..... 13;. .. . 7 2 M1 3 1 Mz 7.81 5 17 ; :7.81:. . ;: :: : 25.4.17 Member Paint Loads (BLC 5 : seis atm forces) Member Label Direction Maanitude[k, k-ft Location tft .% 1 M1 Y 4.75 4.583 1 1 2 1 3 3 M1 Y 4.75 17 IIM Load Combinations Description Solve PD... SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC F 1 DL +SNOW +.. Yes Y 1 1 2 1 3 1 2:.. DL+ :75st%+.: Yes .: Y 1 1 2 75 3 1 4 :75 5 .75 3 DL +MECH +... Yes Y 1 1 3 1 4 1 5 1 4 dl+tnech -seis: Yes ; Y; 1 1 3 1 4 1 5 -1 5 d1+5sn -seis Yes Y 1 1 2 .75 3 1 4 .75 5 -.75 Envelope RISC 13th ASD Steel Code Checks Member Shape Code Check Loc[.. LC Shear.. Loc[..DirLC Pnc/o... Pnt/om...Mnyy /o.._Mnzzlo...Cb Eqn 1 M1 W18X35 .643 12.6.. .2 .158 0 Y 17.745 308.383 20.11 165.918 1 H1-1b Envelope Member Section Deflections Member Sec x [in] LC y [in] LC 1 M1 1 max 0 1 0 min max 0.:. 0 1.,. z [in] LC x Rotate [r... LC (n) Uy Ratio LC in) Uz Ratio LC I NC 0 1 0 1 NC NC 1 1 0 -.142 3 0 2530.588 NC min . - .187... 1.920.365, 5 3 max 0 3 -.281 3 0 1 0 1 1282.141 3 NC 1 0 .,975:224:. NC. 7 4 max .001 3 -.412 3 0 1 0 1 873.747 3 NC 1 mire 667.187 NC: 9 5 max .002 3 -.534 3 0 1 0 1 674.445 3 NC 1 10... min -.694 1 518.721 11 6 max min .002 3 -.643 0 1 0 1 559.804 3 NC 1 12 - -;$29 .434.201 NC 13 7 max .003 3 -.736 0 1 0 1 489.024 3 NC 1 rnitr> .942 '1 382:191 NC 15 8 max .003 3 -.809 3 0 1 0 1 444.764 3 NC 1 min 0 _1.03! 1 0 349.593 NC 17 9 max .004 3 -.859 3 0 1 0 1 418.865 3 NC 1 18 min 0 1.09 a 330 :25 1 19 10 max .004 3 -.884 3 0 1 0 1 407.218 3 NC 1 min 0. r.rz1. 32i .234 NC 21 11 max .004 3 -.882 4 0 1 0 1 408.114 4 NC 1 RISA -3D Version 8.1.0 [Q:\...\...\...tcalcs\exist roof bm w chiller.r3d] Page 8 Company : Engineers Northwest, Inc., PS Designer : DML Job Number : 99136041 SDC-5 Central Plant PHASE II Mar 26, 2010 14 1:53 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [int min 0 - 1.121 LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 0 1 321231 1 23 12 max .005 3 -.853 4 0 1 0 421.898 4 NC 1 ::24.... mirf: X1,09 NC 25 13 max .005 -.801 4 0 1 0 1 449.563 4 NC 1 min: 0.: 1.03. 349.572 27 14 max .006 3 -.727 4 0 1 0 1 495.04 4 NC 1 28 min -.942 382.159 NC 29 15 max .006 - 3 -.635 4 0 1 0 1 566.905 4 NC 1 thin'. -:829 434.154 NC 31 16 max .007 3 -.527 4 0 1 0 1 683.311 4 NC 1 min . 1 -.694 518:653 33 17 max .007 3 -.406 4 0 1 0 1 887.783 4 NC 1 min . 0 :54 667:084: NC 1.:: 35 18 max .007 3 -.275 4 0 1 0 1 1309.778 4 NC 1 min- -.369 975.058 NC 1 37 19 max .008 3 -.139 4 0 1 0 1 2593.32 4 NC 1 3$ min 1 -.187 1920022 39 20 max .008 3 0 1 0 1 0 1 NC 1 NC 1 min NC NC Envelope Joint Reactions Joint X fk LC Y LC Z (k LC MX [k -ft ] LC MY [k -ft ] LC MZ [k- 1 N1 max 0 1 15.039 5 0 1 0 1 0 1 0 1 2. min -1388 3 8.382 0 1..._ 0 0 1.. 0 1. 3 N2 max 0 1 13.485 2 0 1 0 1 0 1 0 1 4 mm min 0: 1 6:299 ' 4: .; Q 1 0 1 0 1 1.... 5 Totals: max 0 1 26.031 1 0 1 6. min -13.88 3 20.01.1 4 0 Envelope Member Section Forces Member Sec 1 M1 1 max Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC y -y Momen... LC z -z Momen... LC 0 15.039 5 0 1 0 1 0 1 0 *Min" -13:88 8382, 0 2 max 0 1 14.368 5 0 1 0 1 0 1 - 12.892 3 min ::;-13.88 7.947:.:, 0,.. _. . 23.217;; 5 3 max 0 1 13.697 5 0 1 0 0 1 - 25.097 3 min . 13:88::; 7513 7 4 max 0 1 9.046 2 0 1 0 1 0 1 - 29.085 3 mtr�: -10:41 4.719 -59 :521 9 5 max 0 8.612 2 0 1 0 1 0 1 - 42.778 3 min 10.41 4285 0. 0: 68;24 11 6 max 0 1 8.178 0 1 0 1 0 1 - 55.784 3 min : »1041,.. 3::851.:: 0 »76.842 13 7 max 0 1 7.744 2 0 1 0 1 0 1 - 68.105 3 •:14:: �e1 - 10.41' 3.417 >: 0 -85:88 15 16 8 max 0 1 7.309 2 0 1 0 1 0 1 - 77.198 4 min - 111.41 2.982 17 9 max 0 1 6.875 2 0 1 0 1 0 1 94.542 - 81.564 4 18 min 10:41 2.548 19 10 max 0 1 3.924 4 0 1 0 1 0 104;5.25 - 79.626 4 RISA -3D Version 8.1.0 [Q :\...\... \... \calcs\exist roof bm w chiller.r3d) Page 9 Company : Engineers Northwest, Inc., PS Designer : DML Job Number : 99136041 SDC-5 Central Plant PHASE II Mar 28, 2010 / 1:53 PM Checked By: Envelope Member Section Forces (Continued) Member Sec min Axial[k] LC y Shear[ki LC z Shear[k] LC Torque[k -ftj_ LC y -y Momen... LC z -z Momen... LC 105.103. -6.94 1:407 0 21 11 max 0 1 3.489 4 0 1 0 1 0 1 -81.27 3 min 4.94-: . -'t841 0 - 105.107 23 12 max 0 1 -.465 3 0 1 0 1 0 1 - 70.877 3 mi'n . 25 31 0 1 - 102.543 28; 13 max 0 1 -.9 3 0 1 0 1 0 1 - 69.799 3 min -3.47 -5.744 5 27 14 max 0 1 -1.334 3 0 1 0 1 0 1 94.559 - 63.994 4 28:, min: 3:47' - 6:178. _ 5 29 15 max 0 1 -1.768 3 0 1 0 1 0 1 85..889. - 54.962 4 31 32 16 Mir max -3.47 0 3 :' 1 - 4.613 „ 5 -2.203 3 0 0 X76.534 ; :: - 45.244 mire: 3 :47 µ7:e47 5 0 1: ,.n 70.401 33 17 max 0 1 -2.637 3 0 1 0 1 0 1 - 34.84 4 35 =347 - 7.481: 0 .::..: 0 ...................... - 63.869 18 max 0 1 -5.431 4 12:142 " 2 0 1 0 1 0 1 - 18.52 4 - 40.464 37 19 max 0 1 -5.865 4 0 1 0 1 0 1 - 9.603 4 min »12.813_. 2 0 1 - 20.762::: 39 40 20 max 0 1 -6.299 4 0 1 0 1 0 1 0 1 min. - .13.485 2 RISA -3D Version 8.1.0 [Q: \... \...t... \calcs \exist roof bm w chiller.r3dj Page 10 ENGINEERS- NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET OF OAa Rev. 4 -16 -09 * * * * * Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * * Job number 99136041.000 Job name SABEY DATA CENTER - CENTRAL PLANT UPGRADE PHASE 11 ASCE 7-05 Section 13.3.1 Mechanical & Electrical Component Attachments Component Definition ASCE 7 -05 Table 13.6 -1 Table 13.6 -1 Category Ip Equipment weight = Wp Is equipment mounted on a roof or on ground Spectral acceleration = Sds (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) ap /Rp z/h Fpu =1.6 *Sds *Ip*Wp Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2z/h)Wp Fpu= 0.3 *Sds *Ip*Wp Equipment Lateral Load Anchorage force (WSD) Input S-XL S" 'tiAki ')i)NW#,'.I.'I)4 ", Nl1`.'i.1... 1'i:.'aiA L Ml Mechanical and Electrical Components Section 13.1.3 kips nput (R or G) 0.938 Automaticly Input from tab "IBC EQ." Output = 0.400 Table 13.6 -1 = 1.0000 at roof level = 2.2512 *Wp Upper bound = 0.6754 *Wp Calculated = 0.4221 *Wp Lower bound Fpu design = 0.6754 *W (U.S.D.) Fp design = 0.4728 *W (A.S.D.) Working (0.7 factor ) Fp design = 5.673 kips See footnotes below NOTE: 1.) Anchors in concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASD /LRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenion load applications in Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) Elect. Mech. Components 3/26/2010 Copy of ASCE7- 05Seismic roof top units ENW PROJECT # SUBJECT ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT SD c - s C re4("0 /00 ' 2 Pales 2. - JN-3 IO "/hAO . 3 N /,/1 iyl 8'1 hbelgeA 6 "I- !nAs4 6(4 2C 19 SO) 2,( Z49O� 2300) z 39 Oo Lj, /So 0 .fie �. / 6 42 G = 4 Z ,,r-c) v z 5C DATE SHEET BY -2 G� 2AOF 561" 9700 L� ENW (4 PROJECT # 136 SUBJECT ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT S C) - 5 Z (a) iztwo DATE _ SHEET OF BY DrnL • • e-1 1,-77.—■1 PLAN V1SW Q Q ; 11- I" 1 y \ G I t {I ir I ■ - - --4 I ) r r`D_ : El 1 w 1 cl -- I .1— - - - --1 \j^-,- 4 k _ = : + — sal ii- 3 _ -- ' arum mm, r I I 5 . — ; Gi. e ,<�- -, I Well Ib - — - — • I�itJ1 ; 11- I" J FLAN VIEW 414 ,4 b 4" ? 1 y . - -- ........... ...... `. I t {I I I Leo 9I I p I n I i I : El 1 1T7 ..... 'if .... ill J FLAN VIEW 414 ,4 b 4" ? t4 TL /4' a0 ksp..aq 2)) v saws inT. 2)n "'SEE NOTES SECTION -7EC ON A �-I -- 54442 I,T , - A / D FACTORY SPUT- I ACIOAY SPOT .7 /mot y "9"r vE►r 4CIION D FACTORY SPLIT OTC )1 z C0 An maw DAMPER . 1 vPr. tYP. or 4 PER SIDE) S. A'yA TIMED AIR carne (FRONT coseho— Ya.. col) ,) A. ,Z e % ukEO Ail , RL from OerECAR117ER rh. o M CCCLINO N 0�� ,) 7• RETURN NR (iTP OF Y aP 1) SUPPLY FAN KM (TYP OF T) 10. 'WYSS DUCT INLET ,,.)BYPASS DUCT OUTLET %1TH SIRRCFF DAMPERS '24 -- ,4a— e) c42. PN NE ,CFl SiRP[X DURt7/UR SMTC11 17. SVMCE U0H2 OF S) 1AJUOT0R ./Meaw LITT xN l 1W1021 FIIPPS5 DUCTING NEW SUPPUED k ,NSULLED DUCT LOCATIONS at SEEN 50087 ARE PREUMNNtY ONLY ACTUAL DRNN k OVERFLOW CONNECTION LOCATIONS TO OE DETERMINED FON DEC k C0 00115 URN0 LUC LOCATIONS NOT SHOWN ATI . - -- ........... ...... `. i I ill - • I�itJ1 IN II (>37p. b tux 11 t4 TL /4' a0 ksp..aq 2)) v saws inT. 2)n "'SEE NOTES SECTION -7EC ON A �-I -- 54442 I,T , - A / D FACTORY SPUT- I ACIOAY SPOT .7 /mot y "9"r vE►r 4CIION D FACTORY SPLIT OTC )1 z C0 An maw DAMPER . 1 vPr. tYP. or 4 PER SIDE) S. A'yA TIMED AIR carne (FRONT coseho— Ya.. col) ,) A. ,Z e % ukEO Ail , RL from OerECAR117ER rh. o M CCCLINO N 0�� ,) 7• RETURN NR (iTP OF Y aP 1) SUPPLY FAN KM (TYP OF T) 10. 'WYSS DUCT INLET ,,.)BYPASS DUCT OUTLET %1TH SIRRCFF DAMPERS '24 -- ,4a— e) c42. PN NE ,CFl SiRP[X DURt7/UR SMTC11 17. SVMCE U0H2 OF S) 1AJUOT0R ./Meaw LITT xN l 1W1021 FIIPPS5 DUCTING NEW SUPPUED k ,NSULLED DUCT LOCATIONS at SEEN 50087 ARE PREUMNNtY ONLY ACTUAL DRNN k OVERFLOW CONNECTION LOCATIONS TO OE DETERMINED FON DEC k C0 00115 URN0 LUC LOCATIONS NOT SHOWN ATI . - -- ........... ...... `. i I (AHU -213) RICHT w0 VIEW . Innovent Alr Handling Equipment ENGINEER: M, EtINFNGA D) AVYNN BY: MAE JOB # 208082 DESCRIPTION: UNIT DRAWING PROJECT: SABEY TUK 5 DATA CENTER TAG j/ AHU -2A, AHU -2B REV j FILE NAME: AMU-1A D ATE: 03/20/08 MODEL # E— CAHU- 1B /SP- 115000 —FC /CW /DM/VS -1 —G m.y ' RETURN AIR IN , D - -- , 1 N. I 1A a I V. S I v L__JL__J JL___I _JL__J L__JL_,J _JL__JL__JL__ tt R 1r T 1 s♦ 11 i 1 1 • I I I 1 N. I I I ■ I '.` 11 I I I ' L- - --�- -dye -.I 1111 11 `, ill I nn 111 1111 11 11 1111 11 111 4 111L �1� ----'if-T� +1 • 11 \11 h 0 1 h l h _. 1 1- 1 1 I _ / .r_ 1 1 I 11 1 111 1 1 11 I. 1 l 11 1 Jl 1 $1..L.....1__1 __-_ ,, —__ \, = , 17, 1 II 11 i1 1 I `'YI 1 1 r, 1 11 11 t I ° 1 Yl ,ill l 11 1-*. i 11 .0 11 j1 11 L ' L__�L_ it 11 j ��.. /1s J 1 1 1 n 1 , 11 1 1 - II--G, I ' II 1 11 IT 1 i ,41 --iL— 0 rC 1 r-' 1 — 1YJ 1 I SUPPLY /OR DUI 1 1 3 I1 ■ AIR IN � 1 1 1 ---- ' :� 1 1 1 SUPPLY 1 AIR OUT 122 - Imo, 1 1 11 le 0 a -IF -i II 11 11 - 1_1 L u J C 15. 2 OUTSIDE t AIR IN ++ q 3, PLAN VIEW BYPASS AIR n 1/2 BYPASS AIR Qq 112 ? 49 SEC ON A SES ON B :17 ON � I B A FACTORY SPLIT] LFACTORY SPLIT (*) 1 1/4' DEC DRAIN (TYP. OF 2) (B) 1 1 /4OVERFU3W DRAIN (TYP. OF 2) (C) 3/4' MAKEUP WATER (TYP. OF 2) ***SEE NOTES SECTION 13FRONT VIEW 31 1 110 SECTION D LFACTORY SPLIT COMPONENTS: 1. COIL CONDENSATE DRAIN (1 1/4' MPT. TYP. OF 4 PER SIDE) 2. OUTSIDE AIR DAMPER (TYP. OF 2) 3. 4'. 40% MIXED AIR PRE – FILTER (FRONT ACCESS. TYP. OF 2) 4. 12'. 858 MIXED NR FINAL F1LT (FRONT ACCESS. TYP. OF 2) 5, CHILLED WATER COIL (IYP. OF 8) 6. DIRECT EVAPORATNE COOLING SECTION (TYP. OF 4) 7. SUPPLY BLOWER /MOTOR ASSEMBLY (TYP. OF 2) 8. RETURN AIR DAMPER (TYP. OF 2) 9.) SUPPLY FAN VFDs (TYP OF 2) 10.) BYPASS DUCT INLET (TYP OF 2) 11.)BYPASS DUCT OUTLET WITH SHUTOFF DAMPERS (TYP OF 2) 12.) — 13.) — 14.) MOTOR REMOVAL/I –BEAM LIFT RAIL 15.)ELECTRICAL PANEL/DISCONNECT 16) GFI SERVICE OUTLET (TYP OF 3) /LIE SWITCH (TYP OF 1) 17.) SERVIC !G4 !CAL) IGHT ESTIMATES: RIGGING: 44,500 LBS. OPERATING: 48,000 LBS. LEARANCES:00R9 – 8 OUTSIDE AIR HOOD – n /D' 4-6)400 `b NOTES: BYPASS DUCTING FIELD SUPPUED & INSTALLED DUCT LOCATIONS It SIZES SHOWN ARE PREUMINARY ONLY ACTUAL DRAIN do OVERFLOW CONNECTION LOCATIONS TO BE DETERMINED FOR DEC & CW COILS LIFTING LUG LOCATIONS NOT SHOWN �r * I 1- 1 1 T J -I 1 0 1 1 1 1 1 1 1 I 1 I I T . SUPPLY AIR OUT RC~NR AIR W 3T3Tt - Imo, 1 1 J w -1 - - 0 a -IF -i II 11 11 - C �I� __ Jr 1 II S I 11 ■ 1 �N 1 1 1II 1 1 5 .+11 D SEC ON A SES ON B :17 ON � I B A FACTORY SPLIT] LFACTORY SPLIT (*) 1 1/4' DEC DRAIN (TYP. OF 2) (B) 1 1 /4OVERFU3W DRAIN (TYP. OF 2) (C) 3/4' MAKEUP WATER (TYP. OF 2) ***SEE NOTES SECTION 13FRONT VIEW 31 1 110 SECTION D LFACTORY SPLIT COMPONENTS: 1. COIL CONDENSATE DRAIN (1 1/4' MPT. TYP. OF 4 PER SIDE) 2. OUTSIDE AIR DAMPER (TYP. OF 2) 3. 4'. 40% MIXED AIR PRE – FILTER (FRONT ACCESS. TYP. OF 2) 4. 12'. 858 MIXED NR FINAL F1LT (FRONT ACCESS. TYP. OF 2) 5, CHILLED WATER COIL (IYP. OF 8) 6. DIRECT EVAPORATNE COOLING SECTION (TYP. OF 4) 7. SUPPLY BLOWER /MOTOR ASSEMBLY (TYP. OF 2) 8. RETURN AIR DAMPER (TYP. OF 2) 9.) SUPPLY FAN VFDs (TYP OF 2) 10.) BYPASS DUCT INLET (TYP OF 2) 11.)BYPASS DUCT OUTLET WITH SHUTOFF DAMPERS (TYP OF 2) 12.) — 13.) — 14.) MOTOR REMOVAL/I –BEAM LIFT RAIL 15.)ELECTRICAL PANEL/DISCONNECT 16) GFI SERVICE OUTLET (TYP OF 3) /LIE SWITCH (TYP OF 1) 17.) SERVIC !G4 !CAL) IGHT ESTIMATES: RIGGING: 44,500 LBS. OPERATING: 48,000 LBS. LEARANCES:00R9 – 8 OUTSIDE AIR HOOD – n /D' 4-6)400 `b NOTES: BYPASS DUCTING FIELD SUPPUED & INSTALLED DUCT LOCATIONS It SIZES SHOWN ARE PREUMINARY ONLY ACTUAL DRAIN do OVERFLOW CONNECTION LOCATIONS TO BE DETERMINED FOR DEC & CW COILS LIFTING LUG LOCATIONS NOT SHOWN �r RIGHT END VIEW 143 C3= Innovent Air Handling Equipment ENGINEER: M. ENNENGA DESCRIPTION: UNIT DRAWING DRAWN BY: MAE PROJECT: SABEY TUK 5 DATA CENTER JOB # 208082 TAG # AHU -1A REV #: FILE NAME: AHU -1A DATE: 03/20/08 MODEL # E— CAHU- 1B /SP- 115000— FC /CW /DM /VS -1 —G Q BYPASS 11 AIR♦ 40 AIR WI n-1 m 11 LI 1 II 11 '/ 'CJ2 RIGHT END VIEW 143 C3= Innovent Air Handling Equipment ENGINEER: M. ENNENGA DESCRIPTION: UNIT DRAWING DRAWN BY: MAE PROJECT: SABEY TUK 5 DATA CENTER JOB # 208082 TAG # AHU -1A REV #: FILE NAME: AHU -1A DATE: 03/20/08 MODEL # E— CAHU- 1B /SP- 115000— FC /CW /DM /VS -1 —G •1 o • 0- 72 • I - -1 \\ - -''- �\ f 1 lI I1 -C I= I II 1 1 H"9 I I F\ 1 1.afl `� R I III III ini 11)1 1111 IIII �y , � -a 11 11 11! 'IL r 4 1 11* _ 10 r • i� map:- I • f 15 = la 1s .. t. S . 11: 1 y. • • -- - - _° E\' -`- I a I 1 -- '1 , I \� ., aaf / i -- j, I . 1 1 M — 1 1 I 1 1 1 .� —' '' r' ∎P I • ■ Ir = =:L -j 1 1s 1 k( i �`4 iT" 1 11 A 1 ' nl II .� / L-- iL--Ji : 1 ► 1 1 r El —1 ' II i GI q . i�\ • \ \ \ \\ _, I�ARI 1 MR N 1l - - ll, 111 III I I P, to I AIR 051 A 1-I r 1 ' l l / II1 ,1l1 Vii' rj 1 1 -I ...► II "1 AAROIN 1I i I' .4 '[ 1 -1 7 /'` 1' f �/, ,', f, rnY OUT 1= W� J I J - 7."117; ;; II ., II olla 1 1 2 j� PLAN VIEW 1 111 ? TV- . "bsxL\.%34SLZIg 9 1 lik ►� r i - ii I .:a..J i . ' All • 1 I . W� J I J - 7."117; ;; II ., II olla 1 1 r 1 I >. 11 .. 1111 11,,,i_. ._ f iir .. 40 L_ 72 1/2 _4_117 7/2 SECTION A =BM R swot FACTORY SPLIT] LFACTOlif SPLIT 1 1/4" OM ORAN (177. OF 2) 1 1/4 CVTNn012 GRAN (TYP. W 2) (C) 3/4" UMW WATER (TYP. OF 2) "7SEE NOTES SECTION 373 A FACTORY SPUR FRONT VIEW COMPONENTS: 1. COIL CONDENSATE DRAM (1 1/14" MPT, TYP, OF 4 PER SIDE) 2. OUTSIDE AIR DMIPER (TYP. TER 3. 4" 40% MIXED AIR PRE -FILTER ONT ACCESS, TYP. OF 2) 4. 12L, 85% MIXED MR FINAL FIL (FRONT ACCESS, TYP. OF 2) 5. CHILLED WATER COIL ((77yypp OF 6. DIRECT EVAPORATIVE COOLING SECTION TYP. OF 4) 7. SUPPLY BLOWER/NO[QR ASSEMBLY (TYP. OF 2) 5. RETURN AIR DAMPER (TYP. OF 2) 9. SUPPLY FAN VEDA (TYP OF 2) 10. BYPASS DUCT INLET (TYP OF 2) 11.) BYPASS DUCT OUTLET WITH SHUTOFF DAMPERS (TYP OF 2) 12. -- 13.)-- 14.)NOTOR RENOVAL/I -B AM LIFT RAIL 15.) ELECTRICAL PANEL/DISCONNECT OUTLET (TYP OF 3)/LTE SWITCH (TYP OF 1) 17.) SERVICE WEIGHT N�ESTIMATES: \ ` OPERAT9IG : :µ a�DDO ALBS. ""CE ARAHDEST' ACCES OUTSIDE HR HOOD - n /e' NOTES: BYPASS DUCTING FIELD SUPPLED & INSTALLED DUCT LOCATIONS & SAES SHOWN ARE PRELIMINARY ONLY ACTUAL DRAIN & OVERFLOW CONNECTION LOCATIONS TO BE DETERMINED FOR DEC & CW COILS UF11140 LUG LOCATIONS NOT SHOWN 1O f-• BYPASS AM I [ ,...-.. `-,.. 312 RIGHT END VIEW —4 Innovent Air Handling Equipment i ENGINEER: M. ENNENOA DESCRIPTION: UNIT DRAWING DRAWN BY: MAE PROJECT: SABEY TUK 5 DATA CENTER JOB fj 208082 TAG if AHU -1A REV 4: FILE NAME: AHU -1A ' DATE: 03/20/08 MODEL E— CAHU- 1B /SP- 115000— FC /CW /DM /VS -1 —G ENW PROJECT # 95 0 6 SUBJECT ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT s — s-2 4/40- a)-J 3 rt,4ukt. 4s k 4 J 1. 3 3 f lourvx, Sr °� <J "t J4- - OD PJ F poi Ir LOVJ V"'.Z �v � � 2 t// (30 ") p a 9.74 -(.t) .SGo J, a 2. o 2.b 60 ti s 2,64 P3 M (7. f) -' 4 . ( P4 1 s7. (c,) 3� � DATE SHEET BYE I{( -Bw (.T 51. 44E < 99 f 42 ,S // .06716,. ff r %'L P3 w.>ti� I 31) Et 6- 5I x...14 „1 7 ,a r 3� 1 L1 5 th4 todV" 6° 404' 1•K• Wit (X rA4Ae° &II: 61 004 ‘1/ E 71 1 1 )( 1 A 1 1 11211441131PPLY rt ,stippettegria pt igit1:12 A140): P4) RA (1111 4) `Ze tGED HVAC PLAN - LOIVVER L mese 001,010 (17.- .....—.... tar s LiAr34 Sv Ci4GIC 0,15-1; Title : • Dsgnr: Description : Scope: — Job # d Date: 6:16PM, 8 MAY 08 /7 i� • 'f (0/y) Rev. 580001 User. KW -0606898, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Composite Steel Beam Page 1 intergatee bldgl.ecw.Calculations Description typical floor joist for SDC - 52 third floor Design Input Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 1490 A994YA SYM%4]YYAriiAiY/YAN 0047.i%Y, MIP 41,414X... 4' iWiXiAX.:- 00, i09 90 S9NSWA CERVAVAYY.l 1AM4999Yf1A4 '!F/AYfNN4'iM94 "AAD04X4V,V 4P9QQ�A4494AVYAFi44'.9WA4 MAVAC2W,V •YeXA MOV.5400,#// //i .4 Section Name Beam Span Beam Spacing Slab Thickness Deck Rib Height Rib Spacing Rib Width Rib Orientation Beam Location W18X35 30.000 ft 9.250 ft 6.500 in 2.000 in 12.000 in 5.000 in Perpendicular Slab Both Sides Fy fc Concrete Density Stud Diameter Stud Height 3.500 in Beam Weight Added Internally Using Partial Composite Action Elastic Modulus 29,000.00 ksi 52.00 ksi 3,000.00 psi 145.00 pcf 0.750 in Dead Loads ( applied before 75% curing) 6414.4* A4W.4 4544 WY /.MU.{+A000 /JA,.f-0KdOM48#1 F AMC.NA -0VAM V /.4 5,.. 46'.4 Full Span Uniform Loads... # 1 0.690 k/ft # 2 k/ft Point Loads... # 1 5.600 k # 2 5.300 k 11.000ft 20.250 ft Full Span Uniform Loads... # 1 0.200 k/ft , Summary Point Loads... #1 k ft OK Shored & Unshored Using: W18X35, Span = 30.00ft, Slab Thickness = 6.500in, Deck Rib Ht= 2.00in, Rib Spac= 12.00in, Rib Width= 5.00in w/ Slab Both Stress Checks for Shored & Unshored Cases... @ Bottom of Beam Actual = 22,820.2 psi Allowable = 34,666.3 psi OK Unshored DL Stress Actual = 28,793.3 psi Allowable = 34,666.3 psi OK Actual Shear Stress Actual = 3,673.4 psi Allowable = 20,800.0 psi OK Unshored Stress Check.... (MdI /Ss + MII /Strans) MII / Strans(top) Actual = Actual = 31,987.2 psi Allowable = 46,800.0 psi OK 68.6 psi Allowable= 1,350.0 psi OK Altemate Unshored Stress Check : (MdI + MII) / Ss Shored Concrete Stress Check....(MdI + Mil) / ( Strans:top * n) 33,475.2 39,520.0 psi 490.3 1,350.0 psi Shear Studs & Shear Transfer Actual # Studs 8 per 1/2 beam span Stud Capacity 6 studs Vh c 100% Total req'd 1/2 Span Zone 1 from Zone 2 from Zone 3 from Zone 4 from Zone 5 from Zone 6 from 11.50 k 267.80k 0.000 ft to 4.867ft , Use 3 studs 4.867 ft to 9.733ft , Use 3 studs 9.733 ft to 14.600ft , Use 2 studs 14.600 ft to 19.733ft , Use 2 studs 19.733 ft to 24.867ft , Use 3 studs 24.867 ft to 30.000ft , Use 3 studs Vh : min Vh : Used 66.95 k 92.00 k 7. Title : Sahali Sancks Intergate E. Building Job # 744 Dsgnr: Date: 6:16PM, 8 MAY 08 Description : check exsiting stresses in Berkely roof framing system. Scope: Rev. 580001 User. KW- 0606898, Ver 5.8.0, 1-Dec-2003 (c)1983 -2003 ENERCALC Engineering Software awacn•• . Composite Steel Beam Page 2 intergatee bldgl.ecw.Calculations Description typical floor joist for SDC - 52 third floor Deflections I : Transformed Before 75 % Curing Construction Loads Only After 75% Curing Total Uncured Deflection Composite Deflection 2,017.13 in4 Shored 0.555 in (after shores removed) 0.000 in 0.090 in 0.555 in : L / 648.5 0.646 in : L / 557.6 I : Effective Unshored 1.517 in 0.000 in 0.090 in 1.517 in 1.607 in 1,393.36n4 : L / 237.4 : L / 224.0 Load Combinations... Dead + Constuction Composite Max DL + LL ig Left 16.14 k 3.00 k 19.14 k Right 16.51 k 3.00 k 19.51 k Analysis Values Maximum Moments Dead Load Alone Dead + Const Live Load Only Dead + Live Support Shears Shear @ Left Shear @ Right 138.27 k -ft 138.27 k -ft 22.50 k ft 160.76 k -ft 19.14 k 19.51 k Fb : Allow n : Strength n : Deflection 34.32 psi 9.29 9.19 Effective Flange Width... Based on Beam Span 7.500ft Based on Beam Spacing 9.250 ft Effective Width 7.500 ft Section Properties Section Name Depth Width Flange Thick Web Thick Area Weight I -steel S steel : top S steel : bottom W18X35 17.700 in 6.000 in 0.425 in 0.300 in 10.300 in2 34.986 # /ft 510.00 in4 57.63 in3 57.63 in3 Ixx : Steel Section 510.00 in4 transformed 2,013.39 in4 Strans : top 423.58 in3 Strans : bot 103.53 in3 Strans : eff bot 84.53 in3 n *Strans ; Ef @ top 2,527.7 in3 X -X Axis from Bot 19.45 in Vh @ 100% 267.80 k 8 r--29 193 7/8 119 5/16 I. 27 3/4 l I I 1 ! , /1 I I _ --I ! • II 11 I I u n II II 11 . 1 L -, �? L `� / I ■\1 1 I. - ,\ I /' / \(.__.i . • • C 0 JOB # Innovent Alr Handling Equipment ENUINEER: ( f6ESCRIPTION: Elevation • COMPONENTS ti• 1 MIXING HO Reoirc (HxW);31x77 Outside (HxW):29x66 2 PANEL FILTER 3 CARTRIDGE FILTER 4 ' DIRECT EVAPORATIVE COOLING, 5 CIIILLED WATER COIL 6 FAN 7 OUTLET • (Fix W):27.75x67.75 8 CONTROL PANEL UNIT WEIGHT'6;100:LBS;" UKAWN 1Y: ACT 2.0 PROJECT; Sabey UPS Room • FLINTM- 010 -AHU -1,2,3 ITV# AHU -1,2,3 KEV#: um t: 16 Apr112008 MUUEL # CAHU -1 A- 0607- 13000- FCOMCW -A-1 ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # 9.9(3c, D3 SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT S/ L d �`- _„_+►i/vt, SOc 5 2J ' DATE , z O 5- (4 43 ) z 2 Co CuL.rT z / 6; 2 Al 0 - a' 4"' c ) V2 lit,(04" 7-.L1,621 ir(k) iv %el167 z ¢�l ✓- rn SHEET BY OF (r 1 TNTT - -- E ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT DATE L / SUBJECT SHEET;. OF Ws %2' ,Q 304-4-' GJt z Zd } coo Lb BY OUTLINE DRAWING - FIGURE 2 10.88 (276.4) - 0 P4017.10 03 -20-03 2.87 (72.9) -2:81= 471:A) ..:.:. 0.59 (15.0) 0 0.16 (4.06) LEHE3225 r L___I heC\ ACEMOUNT CATALOG NO. 83-A -170 -Q SERIES 630 SPRING ISOLATORS for SEISMIC ZONE 3 & ZONE 4, MARINE, & MOBILE APPLICATIONS Type "631" Extra Strength Housing Design: All welded steel housing with unique structure design provides the extra safety for the seismic, marine and mobile applications. Superior isolation Efficiency: Series "630 ". spring isolator provides static deflection of 1 inch. As a result, it effectively reduces the vibration and improves the over all equipment performance. Effective Noise Reduction: The resilient washers interrupt the structure-borne noise transmission paths to prevent noise amplifications caused by - `sounding.boardeffect: . Seismic Applications: Designs meet UBC, BOCA, and worldwide codes. Material Specifications Housings: A -36 Steel Threaded Parts:. Grade 5 Steel Springs: ASTM -229 & A 401 Elastomer. Neoprene Type "632" Laterally Stable: Elastomer cushioned housing provides damping and controls excessive horizontal movement. Vertically Secured: Vertical restraints with resilient grommets prevent the housing from being pulled out from the anchored base. Easy to Install: Built -in leveling bolt eliminates shimming in all applications, and saves installation cost. Variations Available: Internal level adjustment, high strength leveling :.bott . and _ :special: <modifications - are available. ACE MOUNTINGS CO., INC. 11 Cross Avenue South Amboy, NJ 08870 Tel: (732)721-6200 Fax: (732)721-5005 Email: acemount att.net Webslte: www.acemount.com h4P850003 (110 1ER I • 834.6 (H) 92A42-14 , • 8344 (H) 92A-70-14 634.3 (II) 92A-762-14 634.6 (H) 92A-782.14 834.G (H) 92A-762-7 834-G (8) 92X702-14 634-0 (41) 92/1462.14 [§\\— REAR FACE OF YUNDER BLOCK 1334.6 (H) WA-76244 834-6 (H) 92A.762-7 CENTERLINE OF ENGINE IES 534" Spring Isolator Layout for Caterpillar 3516C Gen. Set (Cat. Layoutit 28443051) Drawing No.: 08A-1784 rev. B Date: 05-19-2009 Ace Mountings Co,, Inc. 17" [432] 12" (305] 8" [203] Ii [2)- 15/16 [241 Dia. holes in base plate 2" [51] 2" 1511 (2)- 7/8 " -9 UNC Taps Le eling nut 7 -3/16" [183] Free & oper. hgt. Re- inforced resilient pad Resilient washer Resilient washer Type Color of Spring Spring Rate lb./in. Max. Load in lbs. Defl. in inches A Gray 400 600 1.5 8 Tan 800 1040 1.3 C Yellow 1340 1740 1.3 D Green 2000 2200 1.1 E Red 3120 3120 1.0 F Silver 4280 4280 1.0 G Brown 5600 5600 1.0 H Black 7200 7200 1.0 K BI k &Yel 10000 10000 1.0 Self locking nut 5/8" Dia. vertical restraints esiient pad r8" [101 1 -7 "[1781 A 1 -5 -2006 Free height REV JDATE CHANGES PURCHASER: ORDER NO.: PROJECT: FILE NO.: 7" [1781 Note: All dimensions are in inches (mm). Type "634" Spring Mount with Internal Leveling For Seismic, Marine & Mobile Applications DWN 8Y 1 SCALE None 1 DATE 12 -22.05 ACE MOUNTINGS CO., INC. DWG NO. 92A -762 -7 17E777- EV A City of f Tukwila Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director JOSH JOHNSON 3355 S 120 PL TUKWILA WA 98168 RE: Permit No. D10 -092 3355 S 120 PL TUKW Dear Permit Holder: 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 11/15/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 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 11/15/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D10 -092 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 ® Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • 3ERM1T C RD COPY* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -092 DATE: 04/08/10 PROJECT NAME: SABEY SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEP RTMENT : Q di Divisi n /�v Pu lic Wor s Vl direr Prevetnfian Structural 0-10 S'-16)- -t Planning Division 1 .1 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1*_? Comments: Incomplete n DUE DATE: 04/13/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05/11/10 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople ter Friendly Page • 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company Sabey Construction Inc 2062814200 12201 Tukwila Intl Blvd 4TH FLOOR Seattle Wa 981685121 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601532164 Suspended SABEYCI033KM Construction Contractor 5/14/1997 1/12/2011 5/1/2010 General Unused ther Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SABEYC'953RE Sabey Corporation Construction Contractor General Unused 12/5/2005 12/5/2011 Active DASCOC'066KD D A S Construction Corp Construction Contractor General Unused 5/4/1994 5/4/1997 Archived BERKLCI088CE Berkley Construction Inc Construction Contractor General Unused 2/5/1992 2/5/1993 Archived ARCHIDG132QZ Architectual Dev Group Inc Construction Contractor General Unused 11/9/1987 11/9/1992 Archived SABEYC'141PH Sabey Corporation p Construction Contractor Unused General 10/8/1986 12/31/2001 Archived OWPROI*221RR 0 &Amp; W Properties Inc Construction Contractor General Unused 12/19/1978 10/1/1986 Archived BERKLS'267LP Berkley Structures Inc Construction Contractor General Unused 6/17/1974 12/31/1991 Archived Business Owner Information Name Role Effective Date Expiration Date Sabey, David A &Nbsp; 01/01/1980 Bond Amount Poole, Laurent D &Nbsp; 01/01/1980 52BSBCQ3983 Harmon, James N &Nbsp; 01/01/1980 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 HARTFORD FIRE INSURANCE CO 52BSBCQ3983 12/31/2004 Until Cancelled $12,000.00 12/20/2004 4 TRAVELERS CAS & SURETY CO 815103354851BCM 12/31/2001 12/31/2004 $12,000.0012/24 /2001 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 1 4/21/1994 Until Released Bond $6,000.00 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 17 NATIONAL FIRE INS CO OF HARTFO 2094061165 05/01/2010 11/01/2011 $1,000,000.00 05/04/2010 https://fortress.wa.gov/lni/bbip/Print.aspx 05/19/2010 c ABEY DATA C ENT SDC52 -PHASE 2 E �ABEY DATA ENTER SEPARATE PERMIT REQUIRED FOR: Lam! Mechanical 4�1ectrical mbing [/Gas Piping City of Tukwila BV!LDIrici DIVISION PLANNING APPROVED • No changes can be made. to these plans without approval from the Planning Division of DCD Approved By:, %\ j/ Date :, S— I4).- 1 b GENERATOR /CENTRAL PLANT PERMIT SET CY PY Permit NO Plan review approval is subject to errors and omissions. A dproval of construction documents does not authorize Vw7, violation of any adopted code or ordinance. Receipt approved Field Copy and conditions is acknowledged: By (.,-- Date: LL,- City Of Tukwila BUILDING DIVISION Sabey Data Center 3355 South 120th Place Tukwila, WA 98168 Project Number 208277.02 April 02, 2010 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal ' and may include additional plan review. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14- 2010 City of Tukwila BUILDING DIVI4IfN CALLISON VI 0 RECEIVED CITY OF TUKWILA APR 0 8 2010 PERMIT CENTER E to 11 17 SYMBOLS ABBREVIATIONS PROJECT DIRECTORY SYMBOL AND DESCRIPTION BUILDING SECTION INDICATOR WALL SECTION INDICATOR RECTANGULAR DETAIL INDICATOR CIRCULAR DETAL INDICATOR SECTION DETAL INDICATOR EXTERIOR ELEVATION INDICATOR MATCH LINE SEE XX /A -XXX MATCHLINE INDICATOR EXISTING COLUMN GRID INDICATOR AND GRID LINES DATUM INDICATOR ROOM NAME 2022 XX A -XXX SMALL CONDITION DETAL INDICATOR ROOM NAME 2022 B D INTERIOR ELEVATION INDICATOR REVISION INDICATOR NEW COLUMN GRID INDICATOR AND GRID LINES SPOT ELEVATION INDICATOR ROOM NAME & NUMBER ROOM NAME & NUMBER AND FINISH CODES DOOR NUMBER WINDOW NUMBER XX LOUVER NUMBER �XXIXXIXX� WALL /PARTITION TYPE INDICATOR EXIT LIGHT FIXTURE (CEILING MOUNT) EXIT LIGHT FIXTURE (WALL MOUNT) (FIXXXXX ) ROOM NAME 2022 F2 ROOM NAME & NUMBER AND FINISH CODE FINISH INDICATOR FIXXXXX FURNITURE INDICATOR < EIXXXXX) EQUIPMENT INDICATOR < XIXXXXX> FIXTURE INDICATOR C7� SECURITY CAMERA AC ASPHALTIC CONCRETE ID ACC ACCESSIBLE INCL ACOUS ACOUSTICAL INFO ACT ACOUSTICAL CEILING TILE INSUL AD AREA DRAN NT ADDM ADDENDUM ADJ ADJUSTABLE JAN AFF ABOVE FINISHED FLOOR JS AHU AR HANDLING UNIT JT ALT ALTERNATE ALUM ALUMINUM KIT ANOD ANODIZED APPROX APPROXIMATE L APT APARTMENT LAM ARCH ARCHITECT, ARCHITECTURAL LAU AUTO AUTOMATIC LAV AV AUDIO VISUAL LT LTG BB BULLETIN BOARD BD BOARD MAS BLDG BUILDING MATL BLKG BLOCKING MAX BO BOTTOM OF MECH BOT BOTTOM MED BRG BEARING MEMB BRZ BRONZE MEZZ BSMT BASEMENT MGT BUR BUILT UP ROOFING MFR MH CAB CABINET MIN CB CATCH BASIN MSC CEM CEMENT, CEMENTITIOUS MO CER CERAMIC MS CFLG COUNTERFLASHING MTD CG CORNER GUARD MTL CH COAT HOOK MVBL CI CAST IRON CIP CAST-IN-PLACE N CL CENTERLINE NC CLG CEILING NO CLO CLOSET NOM CLR CLEAR NTS CMU CONCRETE MASONRY UNIT CO CLEAN OUT, CASED OPENING OC COL COLUMN OH COMM COMMUNICATION OD CONC CONCRETE OPNG CONN CONNECTION, CONNECT OPP CONSTR CONSTRUCTION ORD CONT CONTINUOUS, CONTINUE OTS CORR CORRIDOR CPT CARPET PBD CSWK CASEWORK PC CT CERAMIC TILE PD CTR CENTER PERP CU CUBIC PLAM . PLAS D DEEP PLYWD DOUBLE DOUBLE PNL DEMO DEMOLISH, DEMOLITION PL DET DETAL PR DF DRINKING FOUNTAIN PRK DA DIAMETER PROP DIAG DIAGONAL, DIAGRAM PT DIM DIMENSION DIV DIVIDE, DIVISION PTN DMPF DAMPPROOF,DAMPPROOFING DN DOWN DR DOOR, DRESSING, ROOM QT DS DOWNSPOUT R DW DISHWASHER RCP DWG DRAWING RD DWR DRAWER REF REFR E EAST REINF EIFS EXTERIOR INSULATION AND REQD FINISH SYSTEM REV EJ EXPANSION JOINT RFG EL ELEVATION RM ELEC ELECTRIC, ELECTRICAL RO ELEV ELEVATOR RT ENCL ENCLOSE, ENCLOSURE EP ELECTRIC PANEL s EPO EMERGENCY POWER OFF SC EQ EQUAL SCHED EQUIP EQUIPMENT SD ESCAL ESCALATOR SECT EXH EXHAUST SGL EXP EXPANSION, EXPOSED SHT EXIST EXISTING SHTHG EXT EXTERIOR SIM SPEC FA FIRE ALARM SPKLR FCIO FURNISHED BY CONTRACTOR/ SPKR INSTALLED BY OWNER SQ FD FLOOR DRAN SS FDC FIRE DEPARTMENT SST CONNECTION STC FDTN FOUNDATION STD FE FIRE EXTINGUISHER STL FEC FIRE EXTINGUISHER STOR CABINET STRUCT FH FIRE HYDRANT SUSP FHC FIRE HOSE CABINET FIG FIGURE T FIN FINISH, FINISHED T &G FLEX FLEXIBLE TEL FLR FLOOR TEMP FLUOR FLUORESCENT TER FO FACE OF, FINISHED OPENING THK FOIC FURNISHED BY OWNER/ TMPD INSTALLED BY CONTRACTOR TO FP FIRE PROTECTION TSTAT FR FRAME, FIRE RATED TV FRMG FRAMING TYP FRPF FIREPROOF, FIREPROOFING FRT FIRE RETARDANT TREATED UGND FS FLOOR SINK UNFIN FT FOOT, FEET UON FTG FOOTING FUT FUTURE VERT FVC FIRE HOSE VALVE CABINET VEST FWC FABRIC WALL COVERING VNR VR GA GAGE VWC GALV GALVANIZED GEN GENERAL, GENERATOR W GFRC GLASS -FIBER W/ REINFORCED CONCRETE W/0 GFRG GLASS -FIBER WC REINFORCED GYPSUM WD GFRP GLASS-FIBER WH REINFORCED PLASTIC WP GL GLASS GYP GYPSUM WR GYP BD GYPSUM BOARD WT WWF H HIGH HB HOSE BBB XMFR HC HOLLOW CORE HD HAND DRYER YD HDBD HARDBOARD HOW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HO HOLD OPEN HORIZ HORIZONTAL HR HT HEIGHT HVAC HEATING, VENTILATING, AND AR CONDITIONING INSIDE DIAMETER INCLUDE, INCLUDING INFORMATION INSULATE, INSULATION INTERIOR JANITOR JANITOR SINK JOINT KITCHEN OWNER SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELE: (206) 281-8700 FAX: (206) 282 -9951 DRAWING INDEX ARCHITECTURAL A -000 GENERAL NOTES A -001 SITE PLAN A -100 PARTIAL FIRST FLOOR PLANS A -101 PARTIAL ROOF PLANS A-500 ELEVATIONS A-800 SECTIONS AND DETAILS OWNER'S SABEY CONSTRUCTION REP. 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELE: (206) 281 -4200 FAX: (206) 281 -0920 LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING STRUCTURAL ARCH. CALLISON, LLC 1420 5TH AVENUE, SUITE 2400 SEATTLE, WA 98101 TELE: (206) 623 -4646 FAX: (206) 623 -4625 MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE NORTH NOT IN CONTACT NUMBER NOMINAL NOT TO SCALE STRUCT. ENGINEERS NORTHWEST, INC 6869 WOODLAWN AVENUE N.E. SEATTLE, WA. 98115 TELE: (206) 525-7560 FAX: (206) 522 -6698 SO.1 GENERAL NOTES S1.1 FOUNDATION PLAN S1.2 FOUNDATION PLAN S2.1 SECOND FLOOR FRAMING PLAN S2.2 SECOND FLOOR FRAMING PLAN S3.1 THIRD FLOOR FRAMING PLAN S3.2 THIRD FLOOR FRAMING PLAN S4.1 ROOF PLAN S4.2 ROOF PLAN m c zO 0 N I- ` u� am c0 mg 4:5 d m O 0p tirn o p 3`OQ(O� ALL �. (1 N N w w�ta,fO�ON w m (CZ; • OO 3 a N O N N N 3 0 en u. co u- 3 MECH. MCKINSTRY 5005 3RD AVE S SEATTLE, WA 98134 TELE: (206) 762 -3311 FAX: (206) 832 -8685 ELEC. ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAN OPEN TO STRUCTURE ABOVE PARTICLEBOARD PRECAST PLANTER DRAN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION QUARRY TILE RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT SOUTH SOLID CORE SCHEDULE STORM DRAIN SECTION SINGLE SHEET SHEATHING SIMLAR SPECIFICATION SPRINKLER SPEAKER SQUARE SERVICE SINK STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TREAD TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAZZO THINK, THICKNESS TEMPERED TOP OF THERMOSTAT TELEVISION TYPICAL UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC TRANSFORMER YARD PROJECT LOCATION VECA ELECTRIC 5614 7TH AVE S SEATTLE, WA 98108 TELE :(206) 436 -5229 FAX :(206) 696-7329 PROJECT ANALYSIS APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE W /AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL FIRE CODE 2006 UNIFORM PLUMBING CODE THE ABOVE WITH STATE AMENDMENTS. WASHINGTON STATE BUILDING CODE 2006 WASHINGTON STATE ENERGY CODE 2006 WASHINGTON STATE VENTILATION AND INDOOR AR QUALITY CODE LAND AREA: 46.15 ACRES. EXISTING GROSS BUILDING AREA: 188,222 S.F. EXISTING BUILDING HEIGHT: 3 STORIES EXISTING PARKING: 188 (ON GRADE) BUILDING ZONING: MIC /H MANUFACTURING INDUSTRIAL/ HEAVY (NO CHANGE) SEISMIC DESIGN CATEGORY D OCCUPANCY GROUP:B OFFICE/ ELECTRONIC DATA CENTER (NO CHANGE) CONSTRUCTION TYPE: 1-A FULLY SPRINKLED SCOPE OF WORK INSTALLATION OF 2 NEW GENERATORS AND SUPPORTING ELECTRICAL AND MECHANICAL EQUIPMENT IN EXISTING GENERATOR ROOM ON FIRST FLOOR. INSTALLATION OF NEW AR COOLED CHILLERS AND SUPPORT EQUIPMENT ON ROOF. BUILDING ADDRESS INTERGATE EAST CAMPUS 3355 S. 120th PLACE TUKWILA, WASHINGTON 98168 b1OO9Z • GENERAL NOTES LEGAL DESCRIPTION 1. DO NOT SCALE THE DRAWINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ME TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENTWALL INTERSECTIONS. 6. 'B /S' INDICATES BUILDING STANDARD AS PROVIDED BY LANDLORD DRAWN AND /OR SPECIFIED IN THE CONTRACT DOCUMENTS OR MATCHED TO EXISTING CONSTRUCTION IN THE BUILDING. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL DOCUMENTS FOR BUILDING STANDARD TENANT IMPROVEMENTS WHEN APPLICABLE OR NOT INDICATED OTHERWISE IN THE ARCHITECTURAL DOCUMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH APPLICABLE SAFETY CODES, PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN WITHOUT GUARANTEE OF ACCURACY. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECTED. 9. COORDINATE ALL WORK AS REQUIRED WITH BUILDING MANAGEMENT INCLUDING THE USE OF ELEVATORS, TEMPORARY STORAGE USE OF LOADING DOCKS, AND BUILDING KEYING SYSTEM, ETC. 10. ALL DETAILS AND REFERENCES ARE GENERALLY NOTED ONCE, THE FIRST TIME THEY APPEAR AND THEY ARE TYPICAL FOR SIMILAR CONDITION ELSEWHERE UON. 11. SEE ARCHITECTURAL SPECIFICATIONS BOOK IN ADDITION TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL INFORMATION (VERIFY IF SPECS ARE TO BE ISSUED). 12. MECHANICAL, ELECTRICAL, AND PLUMBING IS TO BE FULLY ENGINEERED FOR PRICING PERMITTING AND CONSTRUCTION. NOTIFY ARCHITECT IF DISCREPANCY EXISTS BETWEEN INFORMATION SHOWN ON DOCUMENTS. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE. PARCEL 4: LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND LOTS 25 THROUGH 32, INCLUSIVE, IN BLOCK 6 OF "RIVERTON ". A REPLAT OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY: TOGETHER WITH THAT PORTION OF VACATED 34TH AVE. S. VACATED BY ORDINANCE NO. 8689 ON OCTOBER 10,1988 LYING BETWEEN SAD BLOCKS 5 AND 6: TOGETHER WITH THAT PORTION OF THE SOUTH 1/2 OF VACATED SOUTH 124TH STREET, THAT PORTION OF THE NORTH 1/2 OF VACATED SOUTH 125TH STREET AND THAT PORTION OF THE EAST 1/2 OF VACATED 34TH AVENUE SOUTH WHICH, PURSUANT TO KING COUNTY ORDINANCE NO. 8893, ATTACH TO SAD PARCEL BY OPERATION OF LAW: EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "MERTON", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING A A POINT ON THE WESTERLY BOUNDRY OF SAD LOTS 1 AND 2, SAD POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAD LOT L THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDRY OF SAD LOT 1, SAD POINT BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAD LOT 1 AND THE END OF THIS LINE DESCRIPTION; AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAD BLOCK 6 CONVEYED TO KING COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED UNDER RECORDING NO. 8810200800: AND EXCEPT THE EASTERLY 10 FEET OF LOTS 1 THROUGH 8 IN SAD BLOCK 6, CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 9203260787: SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWLA APR 08 2010 PERMIT CENTER c CALL co M N 0 0 w 0 rn E c(0En o t N V • (O HO C as 0 PI Cr) y N N m t0 t0 td .;,t0t0 V +� o 0 3 co • N N 3 co I- u. 3 1 pp _ NCB m u, 2 fl1 w 1 111z g m O m� 0 - SABEY DATA CENTER �� a 0 ` SDC52 -B O m z r' -I O FA m m INTERGATE EAST CAMPUS C ' 3355 S. 120th Place 7 3 N n Tukwila, WA 98168 a ;-a -i C m Q PROJECT # 208277.02 z ISSUED / REVISED DATE PERMIT SET 4/2/10 GENERAL INFORMATION SHEET A -000 In 11 17 Sec. 9 1/4 Cor. SOC. is LOT 2 20Tl`' I P BUILDING 2 107,480 S.F. OCCUPANCY S PARKING 1/1000100 1141 3PRIHKLEREEI UNLIMITED AREA RAMIE cLEO LIGHT COLOR USA REALM VACANT BUILDING 1 90,584 S.F. PARK i CCUPANCY SWITCH PAR JUG 1 /1000�fiO GEAR V -14 3PRINI:I,.ERED BLDG. *1 SWITCH GEAR 25' RECIPROCIAL ACCESS EASEMENT D 0 39.405 S.F. BUILDING 3 101,445 S.F. OCUPANCY F PARKING 1/1000101 V41 SPRINKLERt_D AARX 35.090 S.F. 3433 . 'IOTI NAIL CENTER BLDG. f3 SWITCH GEAR 24.840 S.F. C(} 24.840 S.F. 180640 S.F. PROPOSED 2 HR. SEPAR- ATION WALL BUILDING 4 115,85 S.F. OCCUPANCY F PARKING 1/1000.113 V -1 UR SPRINKLE REG- 18,640 S.F. OPTION YARD W/ NEW FIRE BALL BLDG. •3 SWITCH GEAR ENCLOSED DOCK ADJUSTED LOT LINE FIRE LANE- NOSTANDING OR PARKING AT ANYTIME 120TH PL. 60' RECORDED NON BUILDABLE EASEMENT BLDG. '4 SWITCH GEAR AREA OF WORK P. NON BUILDABLE EASEMENT Cor. 1 BUILDING 4.44,0 A PARK SWITCH GEAR BUILDING 5 108,222 -3.F. OCCUPANCY B PARKING 1/10004I38 i -I~I1 SPRIWKLERED 774 . ^_ saft. +ea c .alt " = " 2 6 7 H -- - T•- R-E-f" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2010 City of Tukwila BUILDING DIVISION )KEY PLA\ RECEIVED CITY OF TUKWILA APR 0 8 2010 PERMIT CENTER CORPORATION International Blvd. 03 To 0 (0 0010 - ` ti O) 3 OQOoco O��N u_ 0 co �. 1-1-- dj N N wm0i-. -00 CSI W a N O N N N 0 I) u. cn l- u- • Z 0 O Q 0 co st u) NO) 4k c J CD 0 J 0 CI C C (O t0 Q m — d N >=(O(O V Q t rc : N N u. -coco 0» 00 VN (UN N — u) F CALLISON www.callison.com E O 0 0 .0 3 INTERGATE EAST CAMPUS a) 0 a, D. 0 V/ w M M PROJECT # 208277.02 ISSUED / REVISED DATE PERMIT SET 4/2/10 SITE PLAN A -001 .... -[-\ EXISTI'°;0 UPS. R00;$ EXISTt C UPS. ROOM IMM'OMM■ “110M AREA DIAGON,4L - 99' EXIT SEPARATION - 52' -- -1- - - - - -- fiJ'�':�. 1 1 1 1 EXGTE'Gi. ROM ROOt! FIRE /LIFE SAFETY LEGEND A 3962 14 1300 OCCUPANCY FLOOR AREA (SF) OCCUPANT LOAD FACTOR OCCUPANT LOAD NUMBER OF REQUIRED EXITS S2 FE H3 4800 241 200 2 I\ OPEN SPACE __-----L_----------.- _l rt I 283' I�r�-1 'I FE it u'I 4 or AREA OF WORK - THIS PERMIT —1 1 1 1 1 1 EXISTING GEN. ROOM SPACE NOTE: ALL LIGHTING AND EXIT LIGHTING OUTSIDE OF WORK AREA ARE EXISTING LIFE SAFETY PLAN VI6••I' OCCUPANT LOAD AT EXIT /EXIT DOORWAY EGRESSING INDIVIDUAL SPACE. ARROW INDICATES DIRECTION OF OCCUPANT EGRESS i CPT-36' 1 COMMON PATH OF TRAVEL (WITH DISTANCE INDICATED) • TD-198 • TD -283' TRAVEL DISTANCE (WITH DISTANCE INDICATED) TRAVEL DISTANCE (WITH DISTANCE INDICATED) 2 FE 0 AREA OF WORK EXIT SIGNAGE FIRE EXTINGUISHER CUMULATIVE OCCUPANT LOAD AT EXIT EXIT SIGN WITH DIRECTIONAL INDICATOR EXIT SIGN & LIGHT - EXISTING _J 10 II (N ,- - - I I �L 1NO J I I � `' I > I :TiSq I EXISTING GEN. o ROOM !NOW N LJ N —c— — — — — • .• • I • r .• o • LLJ N 11 •. • • . .' • • • .' • • . • .0 S2 b to o 9 2, 19 REVIEWED FOR CODE COMPLIANCE APPROVED I'nAY 14 2010 City of Tukwila BUILDING DIVISION <EY PLA RECEIVED CITY OF TUUKWILA APR 08 2010 PERMIT CENTER • . • o am W • - ▪ � vg !°1ON rn O m tA N 7 0 N N N m CALLISON O m � O 0 c C (011) O • - Tr N O > w CO CO C < Oust 0 NN- .—mmmm O4- CO tD N N u.3 E 0 0 0 .0 N 3 INTERGATE EAST CAMPUS PROJECT # 208277.02 ISSUED / REVISED DATE T SET 4/2/10 PARTIAL FIRST FLOOR LIFE SAFETY PLAN A-002 3000 KVA rRONT - !vai`i toi, • •..• or 9' too "!r ,stole14opvv.. 044, I ..i...i_ *vie. iwa*s�s'',i'i::: .. • --' ( `,... L; X � p_l F:: GPI . ''� o We Hv -4 ZOO KVA I .;-- ;,, Opp ; . ELM �.�.�.0 se ROOM or it et to o'w 4 '• 04 90P• • ' 00' i Ok'4.0*A AO0*A A A0• 4A. S. Ate •:.• t ji.tom.. N000 . PARTIAL FIRST FLOOR GENERATOR ROOM - DEMO V8" •f m CO EXIST. LOUVER EXIST. SOUND ATTENUATOR EXIST. EXHAUST STACK EXIST. LOUVER NEW EXHAUST STACK . PER MECHANICAL. F CMT EXISTING GENERATOR 1 EXIST. GENERATOR EXIST. UL -2085 TANK SWITCH GEAR 1 fe HVS• -4 3000 KVA EXIST. FUEL OIL TIRENCH ROOM, .S...... EXIST. LOUVER NEW SOUND ATTENUATOR PER MECHANICAL EXIST. LOUVER NEW EXHAUST STACK . PER MECHANIC NEW SILENCER PE MECHANICAL I EXISTING GENERATOR I NEW ONTROO85 TANK LS NEW GENERATOR INEW GENERATOR 108 ..ss Oillir ••! 1 HVS -4 i 3000 KVA J.!!. •.•'•.`` • r❖� ❖' o..V.. �4.`..0. 4":„.44,444:+4 0x ►,pp` NEW GENERATOR SWITCH GEAR - PER ELECTRICAL ■ HVS -4 3000 KVA 1 FRONT NEW UL -2085 TAK W /CONTROLS PARTIAL FIRST FLOOR AT GENERATOR ROOM v8• -r EXISTING INTAKE ATTENUATOR NEW SCREEN RAND DAMPER WITH MECHANICAL 1 DEMO EXISTING GWB WALL PER DIMENSION. COORDINATE WITH MECH FOR ATTENUATOR. REMOVE FULL I•€IGHT WALL. 1n 11 12 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2010 City ofTu BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 8 2010 PERMIT CENTER w 2 0 CORPORATION W Li z 0 N J J V International Blvd. M M O O co tt O at C 0 O O Ol E C c c to 0 • — N V > y t0(O = Z < O `t 0 0 75, c', 2 N N — N O V, 0++00 N O N N vJ �coIl -W 3 INTERGATE EAST CAMPUS 4) 0 CO 0. 0 N e- c►) PROJECT # 208277.02 ISSUED / REVISED DATE PERMIT SET 4/2/10 PARTIAL FIRST FLOOR PLANS 0_1 fill E O • 0 m co 3 O) 0 PHASE 5 f'I ASE 4 O 0 P7% "/77% "1T7 "lT7 ',"77Y/'•7 I V o H 1 i i i i i i i i i i. i i i i i i i i i i i 1 i4 0 v-//77i//77/7/7//77/: _ ?l /IIl / I % / %l /T , a 0 --.-7-1 ] � r I � 5 II ' Mai . ITT PIO I 1 A ETC 1 t — t L MO IL MX. J 1411 1 r IC --.-7-1 ] � r I II ' 'l .: I I 1 1 t t PARTIAL ROOF - DEMOLITION PLAN Ve " -r 0 NEW AIR COOLED CHILLERS NOTE: 10 PIPE SUPPORTS BELOW EACH AR COOLED CHILLER. SEE S SSTRRUCTURAL DRAWNGSS OUPPOUCLEE A F OR PIPE SUPPORT FLASHING DETAIL.. re►� op ' (I.�I..o / //IIII I/. o./ / l I I III U\ I\. ario o/ Io. %pI/ j II I r\ /I\ i►oOIr I / II .ioff .111i I i r.: r. .ii . l iiiiiiiiii EXIST GEN STACK EXIST. GEN. STACK BRACING -r' EXIST. LOUVER 1-- r i \ , / v \ J \ v ..----- .____ -- ._..----- -- __..._.__...... ._.. ..__._.. ___..________...._____ _ -. .-- ----- .� 1 EXIST. LOUVER EXIST. WEST ELEVATION VB• - f EXIST. ROLL -UP DOOR (2ND FLOOR). O CUT OPENING FOR NEW 14' X 14' ROLL -UP DOOR. ON 3R FLOOR. SIZE OPENING FOR ADDED FRAMING (PER STRUC.). CUT BACK METAL SIDING GWB INSULATION AND VAPOR BARRIER. CUT GIRTS A§ NEEDED AND DIRECTED BY STRUCTURAL ENGINEER. FRAME OPENING AS DIRECTED BY STRUCTURAL ENGINEER. FINISH OPENING ON GRADE WITH FINISHED SLAB (EXIST.). CENTER OPENING WITH INTERIOR BAY. O CUT OPENING INTO EXISTING LOUVER TO FIT NEW THIMBLE FOR EXHAUST (PER MECHANICAL). 1. EXIST. GEN. STACK AND BRACING i 10 NEW GEN. EXHAUST STACK (PER MECH) 11 12 NEW ROLL-UP ON THIRD FLOOR. EXIST. ROLL -UP DOOR (2ND FLOOR). NEW GEN. EXHAUST STACK SUPPORTS (PER STRUCTURAL) EXIST. LOUVER EXIST. LOUVER PARTIAL WEST ELEVATION VB "•f btoO 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2010 City of Tukwila BUILDING DIVISION BEY PLA\ RECEIVED CITY OF TUKWILA APR 0 8 2010 PERMIT CENTER v Z O . 1- E (n I w o m c co (0 �0(O p = � V` V o>00 el 0 )p• ajNN N • W r- (o(O to wm0;. -003 • NONNN3 O M .-u.wHLL. CALLISON INTERGATE EAST CAMPUS PROJECT # 208277.02 ISSUED / REVISED DATE PERMIT SET 4/2/10 EXTERIOR ELEVATIONS A -500 •o . u a 11 17 i ; 1 gra, SEE STRUCTURAL FOR ATTACHMENT OF NEW STEEL TUBES TO EXISTING STRUCTURE 1 -1 - -- - 1_ -_ -- r- -- — A -800 16'0 "AF SLAB BOTTOM OF NEW GYP BOARD 15' -0 5/8" A F SLAB CENTERLINE OF SHAFT o, th,.___ ,r: :6 ■ I _ - - - 1 III. 1 1 __ 1 r - - - - 1 1 A3 SHEET METAL FLASHNG . - - - [ l.. A -800 - - 1 1 FLASHING MEMBRANE WRAP UP OVER MECHANICAL CURB WOOD NAILER IF REQUIRED EQUIPMENT CURB PROVIDED BY MECHANICAL WOOD BLOCKING - SEE STRUCTURAL WOOD BLOCKING BETWEEN DECKING FLUTES -SEE STRUCTURAL t �! ROLL -UP DOOR SECT. 1/2 1' -o" . NEW ROOF MEMBRANE / PER MANUF. STANDARD HEAT WELD TO EXISTING ROOFING MEMBRANE EXISTING MEMBRANE ROOFING „ :::ii-i-i- VER FY /W/ DR NANUF HEAD EXISTING GYPSUM WALLBOARD EXISTING VAPOR BARRIER - LP CVER NEW VAPOR BRRIER B TEEMANUF.STNDAD TUBE STEEL SEE STRUCTURL 1 WIDE FLANGE OR PURLIN BLOCKING AS READ PER STRUCTURAL THRU -BOLT � PIPE THRU ROOF DRAW BAND 0 PPE BOOT ROOFING MEMBRANE, CONFIGURATION PER MFR I i SEE STRUCT DWG D-5.1 •� ` / ■ ROLL UP DOOR HOUSING ROLL! UP DOOR VERTICAL TRACK ASSEMBLY I 1 6" METAL STUD HEADER / VAP R BARRIER AT EXISTING METAL DECK EXISTING INSULATION STEEL ANGLE SEE STRUCTURAL FOR SIZE > WRWRORRWAP■4444 ;••;••;••;••;•;:•;••;••;••;•;••;•:;• .•;••;••;• �����������������Q�������������w�����"��� �� ••;•••••••••••••••;•••;•••;•••; D�ei�m; owNjo�mm�o�v�v����m�o���j� • E•1 i 5/81' GYPSUM WALLBOARD PRIDE METAL DRIP EDGE PAI TED TO MATCH EXISTING •,•• /•••�� IF MI--, I 1 MECHANICAL CURB FLASHING M II SIDING ROLL DOOR JAMB BRACKETS -UP DOOR ROLL SINGLE -PLY MEMBRANE - FLASHING AT PIPE SUPPORT SCALE: U2" • f -0" 411 3" • f -0" 3 "•1' 0" 83010SP 26 >i.. 16 GA GALV BENT PLATE HEM BOTH ENDS 1" EXIST. MTL. SIDING 1 1 1 'ROLL . -UP DOOR 'FRAME 'DOOR '$ INC GIRT REVIEWED FOR CODE far 14 2010 CI of Tukwila `y BUILDING DB /LW . TRACK � I 1 3/4 " -_ ._..._ - -- - _ - _ - wEXIS I - - -, 1 II I I 1 1 1 L -- 1 THIRD FLOOR ° , ; p � • . : °v : y A I ; l ANGLE BRACKET BACKER ROD AND CAULK , • v :v 6 : ° '° ii••-- A ,' CORRUGATED METAL SIDING RECEIVED CITY OF TUKWILA APR 0 8 2010 PERMIT CENTER ATTACHMENT ANGLE MOVE SEE STRUCTURAL ROLL -UP DOOR AND JAMB HSS SEE STRUCTURAL FOR SIZE PER MANUFACTURER MTL. SIDING @ JAMB SILL @ METAL SIDING Al 3 "•1' -0" A3 SCN.E 1 V2' • 1-0" International Blvd. (00r E m 0010 0 �v )" !I! :I.FVU rn o m wm01-r.00w ' N O m N N 3 0 CO U. to l- U. 3 • z 0 J J CALLISON c) co N 0 0(0 v 0) N O m .. D rn E c c cp O 0 m_d,N o O O N m d v'V 0 .c c•) CO N w N N —_ u_ 4; 0o c° 7, co ro V 0 +' 0 0 v. NN rv)l - u" 3 INTERGATE EAST CAMPUS N CD CO U (D Il Go 0) O N r CO a M � M PROJECT # 208277.02 ISSUED / REVISED DATE PERMIT SET 4/2/10 SECTIONS AND DETAILS A -800 GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Sabey Data Center - SDC -52, Tukwila Building Dept. Contact - Mr. Allen Johnson, Phone 206 - 431 -3670 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Building Code (IBC) Code supplement & Date - see snow (rain factor) 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. See snow load Basic ground snow load - 25 psf Basic roof snow load - 25 psf Importance factor - 1.0, snow exposure factor - 1.0 Drifting snow is not required in the design. Ss = 1.406, S1 = 0.737, IE = 1.5, Site Class "D ", SDS = 0.938, SD1 = 0.323, Seismic Design Category = "D" and Seismic Use Group 1. Basic Seismic Force Resisting System(s) = BFS W /Concrete Shear Walls CS = 0.2 (Ult.). Equivalent lateral force procedure was used. Basic wind speed 85 (mph). Exposure B. Importance factor 1.0. Collateral loads were not included in uplift design 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, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT. ALL ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. 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 1000 PSF. CONCRETE F'c =4000 PSI. 6 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE SLABS. F'c =3000 PSI. ® 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL OTHER. USE TYPE I CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER /CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER - PLASTICIZER AT THE CONCRETE PLANT. DO NOT USE FLY ASH OR OTHER, NON- PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. CONCRETE AND MASONRY ANCHORS (BOLTS. THREADED RODS AND REBAR DOWELS) DRILLED IN EXPANSION ANCHORS - CONCRETE AND CONCRETE MASONRY - HILTI KWIK BOLT TZ PER ESR -1917 IN CONCRETE. HILTI KWIK BOLT 3 PER ESR -1385 IN MASONRY. ADHESIVE ANCHORS - CONCRETE AND CONCRETE MASONRY HILTI RE -500 PER ESR -2322 FOR CONCRETE. HILTI HY150 MAX. PER ER 1967 FOR MASONRY. SCREW ANCHORS - CONCRETE AND CONCRETE MASONRY HILTI KWIK CON II PER ER 5259 CAST -IN -PLACE BOLTS - (UNLESS NOTED OTHERWISE) CONCRETE - EMBED PER IBC TABLE 1911.2 MASONRY - EMBED 7 BOLT DIAMETERS. PROVIDE 1/2 - INCH OF GROUT BETWEEN BOLT AND MASONRY. FOLLOW INSTALLATION PROCEDURES OF ESR REPORT PROVIDE SPECIAL INSPECTION AS NOTED OR REQUIRED BY ER(S) REPORT. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1' -10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI 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 AND /OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: " #4/ #13" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE 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. REINFORCING STEEL WELDING USE ASTM A706 GRADE 60 (fy = 60,000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI /AWS D1.4 -92, "STRUCTURAL WELDING CODE - REINFORCING STEEL ". USE E80XX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI /AWS A5.1 OR A5.5. DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO. 7 THROUGH NO.11 BARS. DO NOT WELD NO. 14 AND NO.18 BARS. DO NOT WELD WITHIN 3- INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A -992 (Fy= 50,000 PSI) OTHER SHAPES AND PLATES ASTM A -36 (Fy= 36,000 PSI TUBE COLUMNS ASTM A -500, GRADE B (Fy= 46,000 PSI WELDHEAD STUDS ASTM A -108 (Fy=55,000 PSI ALL - THREAD ASTM F1554, GRADE 36 (Fy=36,000 PSI MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325SC SLIP CRITICAL BOLTS AT CONNECTIONS PER SECTIONS A -2.2 AND E -2.2. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. LIGHT GAGE STEEL FRAMING STUDS AND TRACKS CONFORM WITH ASTM C 955. MATERIAL CONFORM WITH ASTM A 653, GRADE 33 FOR 18 GAGE AND LIGHTER, GRADE 50 FOR 16 GAGE AND HEAVIER. GALVANIZED PER G60. SIZES AS NOTED ON DRAWINGS. SPRINKLER SUPPORT NOTES 1. THE FOLLOWING CRITERIA IS A MINIMUM LEVEL REQUIRED. THE FIRE PROTECTION DESIGNER /DRAWINGS MAY SET FORTH MORE STRINGENT REQUIREMENTS AT THEIR DISCRETION. REFER TO MBS DRAWINGS FOR THE MAXIMUM LOAD THAT THE ROOF TRUSSES CAN SUPPORT WITH A PARTICULAR TYPE OF HANGER. 2a. ALL SPRINKLER PIPE LARGER THAN 3" NOMINAL DIAMETER IS TO BE CONSIDERED A "MAIN" FOR THE PURPOSE OF THESE NOTES. b. THE BIDS FOR BOTH THE SPRINKLER & JOISTS ARE TO INCLUDE ALL HANGERS, BRACES, ETC., AND ACCOUNT FOR THE LOADS INDICATED. FIRE PROTECTION DESIGNER IS RESPONSIBLE FOR COORDINATING THEIR DESIGN WITH THE TYPE OF SUPPORTING MEMBERS TO BE USED FOR SUPPORT OF THEIR LINES (I.E. OWJ, TRUSS - PURLING, GIRDERS, ETC.) 3a. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY SUPPORTED NO FARTHER APART THAN AT EVERY OTHER JOIST (I.E. 10 FEET). b. EACH JOIST THAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL SUPPORT LOAD BASED ON SUPPORTS AT EVERY OTHER JOIST. 4. ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE: a. PLACED MID -WAY BETWEEN TWO JOISTS & BE TRAPEZED SO EACH JOIST SUPPORTS HALF THE LOAD. b. SUPPORTED AT 10' -0" 0/C MAXIMUM, 5. USE THE FOLLOWINGS WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN: PIPE WT. PER SIZE FOOT VERTICAL JOIST LOAD EXAMPLE: 8" 51# GIVEN: 8" DIAMETER MAIN TRUSSES @ 5' 0/C 6" 32# FIND: JOIST DESIGN LOAD 5" 24# SOLN: 51 # /FT X 10' = 510# 4" 17# ADDN'L PER NFPA #13 = 250# 3 -1/2" 14# 760 # /HGR ALL HANGERS TO BE DESIGNED, SUPPLIED & INSTALLED BY THE SPRINKLER SUPPLIER. 6. SPRINKLER LATERAL SWAY BRACING, FOR SEISMIC DESIGN CATEGORY C, D, E, F (AT 90 DEGREES TO 2 -1/2" NOM. DIA. & LARGER PIPE) TO BE: a. SPACED A MAXIMUM OF 40 FT. OR AS ALLOWED BY N.F.P.A. #13. b. BRACED FROM THE MAIN TO A ROOF STRUCTURAL MEMBER WITH CONNECTIONS DESIGNED & INSTALLED BY THE SPRINKLER SUPPLIER. c. DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF WATER FILLED PIPE TIMES THE SWAY BRACE SPACING, PLUS THE WEIGHT OF TRIBUTARY BRANCH LINE WATER FILLED PIPE. d. CROSS MAIN BRACING MUST BE ADEQUATELY FASTENED TO THE MAIN FRAME BEAMS. 7. THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR, ARCHITECT, ENW & THE ROOF SUPPLIER WITH LOCATIONS AND DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH THEIR DESIGN LOADS, SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS, ETC. 8. THE SPRINKLER CONTRACTOR /DESIGNER SHALL SUBMIT: a. PLAN WITH LOCATIONS AND LOADS OF ALL HANGERS. b. DETAILS AND CAPACITIES OF ALL HANGERS USED. 9. THE MBS ROOF DESIGNER TO PROVIDE & INSTALL ADDITIONAL BRACES TO TAKE THE SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE ROOF LATERAL RESISTING SYSTEM. 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: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH, SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS & ANCHOR BOLTS: ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S -5 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. = ARCHITECT BAL. = BALANCE B. OR BOT. = BOTTOM BTWN . = BETWEEN BLDG. = BUILDING BRG. = BEARING C.I.P. = CAST IN PLACE C.J. = CONSTRUCTION JOINT CLR. = CLEAR CMU = CONCRETE MASONRY UNIT COL. = COLUMN CONC. = CONCRETE C.S.J. = CLOSURE STRIP JOINT EA. = EACH E.E. = EACH END E.F. = EACH FACE E.J. = EXPANSION JOINT EL. OR ELEV. = ELEVATION E.N.W. OR ENW = ENGINEERS NORTHWEST EQ. E.S. E.W. F.O.C. F.O.S. F.O.W. FTG. GA. GALV. G.W.B. H. OR HORIZ. H.S.S. I.C.C. M.R.S N.F. N.T.S. 0/C or oc O.F. O.S. O.T.O. REINF. REM. R.O. SECT. SIM. S.J. STL. SW SYMM. T. T.O.B. T.O.F T.O.S. TYP. = EQUAL = EACH SIDE U.N.O. = EACH WAY = FACE OF CONCRETE V.E.F. = FACE OF STUD VERT. = FACE OF WALL V.F.F. = FOOTING VERT. = GAGE VFY = HOT DIP GALVANIZED V.I.F. = GYPSUM WALL BOARD V.N.F. = HORIZONTAL V.O.F. = HOLLOW STRUCTURAL SECTION W/ = INTERNATIONAL W/0 CODE COUNCIL W.H.S. I.F. = INSIDE FACE INC. = INCLUDING I.S. = INSIDE FACE K = KIP (1000 POUNDS) L.W. = LONG WAY M.B.S. = METAL BUILDING SUPPLIER SHEET INDEX 50.1 STRUCTURAL GENERAL NOTES S1.1 FOUNDATION PLAN S2.1 2nd FLOOR PLAN S3.1 3rd FLOOR PLAN S4.1 ROOF PLAN S5.1 ELEVATION & SECTIONS = METAL ROOF SUPPLIER = NEAR FACE = NOT TO SCALE = ON CENTER = OUTSIDE FACE = OUTSIDE = OUT TO OUT = REINFORCING = REMAINDER = ROUGH OPENING = SECTIONS = SIMILAR = SHRINKAGE JOINT = STEEL = SHEARWALL = SYMMETRICAL = TOP = TOP OF BEAM = TOP OF FOOTING = TOP OF STEEL TOP OF SLAB = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL EACH FACE = VERTICAL = VERTICAL FAR FACE = VERTICAL = VERIFY = VERTICAL INSIDE FACE = VERTICAL NEAR FACE = VERTICAL OUTSIDE FACE = WITH = WITHOUT = WELD HEAD STUD = AT = CENTER LINE = CENTER LINE PLATE btOO'1 2. $$$DESIGN$SPECI FICATION$$$$$$$$$$$$$ 1U REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2010 City of Tukwila BUILDING nI'riginj RECEIVED CITY CIF TI IKWILA oPk 08 2010 PERMIT CENTER ti 0 Z C 0 .° *-' N a� L , ix CD 03 0 C ° c9 °1-0 o _ L N. o) 0 V = 0��'N : co CO 13 } H ci N N CO W L - 0) +•�.•caca w °L O3 Q N )i N N 0;. y eN- LLCOI -LL. 0 0 co 0) 0 c) 1- U w a ISSUED / REVISED DATE 50% DESIGN REVIEW 90% DESIGN REVIEW PERMIT SET CD SET $$$DATE$$$$ $TIME COPYRIGHT© 2008 CALLISON DATA CENTER EQUIPMENT PLAN S0.1 1' -6" 8 27' -1" 27' -42" Of 0 s 0 0 M 0 0 0 0 0 N co •sr 24' -9i" BEAMS ABOVE o \ >. of 1 ( -30') O Q I x.✓ Ti o 1 L O 0 I 1 1 28' -5A" 27' -41" 29' -4" 27' -9i" 29' -4" 0 0 Zo 1 J , 1 27' -9" 24' -64" 27' -9i" 29' -48" 26' -2" 29' -4" 26' -2" 24' -78" 26' -2" 28' -7" 27' -9,3 0 0 L r oL _p 0 0 -0 0 i 5- 10 O Q 4 0 0 1 0 0 L r 0E o L r or L O 1 1 Q 0 0 0 0 (EXIST. 10" STR. SLAB J TYP. GRID 0 O 0 0 0 Q o O. (1- 31 0 0 0 lo I I� L J F12.5 F12.5 LL 19.5 L - -J ._J MIryllr" F12.5 2)- NEW ASSEMBLIES PER MFGR. AREA OF WORK F12.5 OJ 0 L 1 L F12.5 1 F12.5 0 1 .1J Q L 0L a O o 1 0 0 0 0 F13.0 L 1 F13.5 lc i; ___ -1„1- -1„1- -1„Et-1„E _l L J L_._.1 L_1 L 1 L_._...1 L F12.5 F12.5 F12.5 ^' F13.0 F13.0 F13.0 ^' F12.5 L 1 L F12.5 FOUNDATION PLAN F12.5 NOTE; " = 1' -0" 1•— 1 L F12.5 J F12.5 EL X10-092 $$$DESIGN$SPECI FICATI ON$$$$$$$$$$$$$ $$$DATE$$$$ $TIME REVIEWED FOR CODE COMPLIANCE MAY 14 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 8 2010 PERMIT CENTER z O a ed 0 0. 0 0 tx IW wm za 0 e International Blvd. N t0 C) 0 <C ▪ O ?� ~= N 0 L ++ N M N O a) • LL (n co co co co I CO z co 54 I co LCD g �.w Cz0 W �N �--I O g 00 z C CO CO CO E 0l1) o N- a) CO a) • •- N a) QO cO .0 N N N c 0 0 NN ?� I-- u. V) a_ 0 u) Q w w 1- Q 0 IY w 1- z d 0 M 0) 0) 1- 0 0 w d ISSUED / REVISED DATE 50% DESIGN REVIEW 90% DESIGN REVIEW PERMIT SET CD SET COPYRIGHT 2008 CALLISON FOUNDATION PLAN S1.1 a 0 M FLD. VFY. AS —BUILT W N 2B3 W N m N 2B3 2B3 m N 2B3 m N 0 co co N 283 m N m N 2B3 m N m N 2B8 0] N m N 2B8 c3 Z O 0 N 2B3 2B3 m N 2B3 m N m N 2B3 W N 2E33 m N 0 N 2B3 m N m N m N W N 2B8 W N m N 2B8 m N m N 2812 2812 r m) N T CONC EXIST. 52 FI CONC. WA cV co O FLD. VFY. AS —BUILT E N 2B3 m N 2B3 m N W27x8 2B3 40) m N W21 x44(1 5) N 283 m N m N 2B3 263 E N m N m N 283 m N 283 m N m N C7:1 N Fla (N1 W30x99 (30) 263 2B3 m N m N m N m N W30x99(30) m N 263 283 m N m N 2B3 N m N IL I,Ii i I> I�0 y) ! ri WO CNC. ALL II BELOY I� m Ill I( flg 4k III �IU nI IO 110 u E N m N 2B3 m N 283 m N m N m N m N 283 2B3 m N m N m N m N m N 2B8 W24x76(58) D7 N 288 m N m N m N 2B8 m N 2B8 m N m N 2812 W30x99 (24) r m N 2812 m N m N 2B3 m N 263 2B3 m N m N 2B3 m N m N 283 m N r �- r E CV N 0 61 CONC. SLAB 0 18GA. W2 FORMLOK DECK m N W30x99 (30) 263 m N m N m N m N m N 268 m N N cv N ID N m N W27 94(34) m N m N W30 99(54) • cv ID N x W33x152(30; W30x99 30 W33x141 (30) m N 2B8 m N m N 2138 m N X W12x 14(6) m N co N 268 3 Q m tr) 0x0 M 2B5 m N m N 2B3 m N m N 283 CD N m N m N m N 258 m N m N m N 268 m N m N m N 2B8 m N 0 O N to x —m N 285 m N 0 M 2nd FLOOR FRAMING PLAN icio NOTES: 1" = 1' -0" 1.) TOP OF STEEL ELEVATION 19' -5 y " TYP. U.N.O. 2.) NO NEW EQUIPMENT OR PENETR TIONS THIS FLOOR. b�-H�92 , $$$DESIGN$SPECIFICATI ON$$$$$$$$$$$$$ REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2010 City of Tukwila BUILDING nivI4lflFJ RECEIVED CITY OF TIJKWILA APR 0 8 2010 PERMIT CENTER tl 0 m co O co 1.. Q) 0 0 co CO if) co 14 CO CO (o' "z C9 O CO g z0 W co co co co co 0 N 1- E O 0) 0 rn N N co so N c0 cn 0 . 03 N 23 LL / U crs 4 ..0 0 N N"' ISSUED / REVISED DATE 50% DESIGN REVIEW 90% DESIGN REVIEW PERMIT SET CD SET $$$DATE$$$$ $TIME COPYRIGHT (0 2008 CALLISON 2nd FLOOR FRAMING PLAN S2.1 27' -1" 24' - 1' -6" 9' -02" 9' -0" m 5' -11 m M 3B3 28' -5$" 1 29' -4$" -12" 9'_12" 7' -1i' 9,_1 2" 9,_12,) 9,_12" m M (D m M 3B3 r m M r m M m M 363 E M 9' -3" 9' -34" 9,_3" m M r m M 3B3 e 0 M 0o co cV 6' m M 9'- 7:8' -0" 9' -3" 9,_31n 9' -3" -108 „� 1,- 7g "�-- ►►-- -i rD M 383 r m 3B3 m M m M 18'.-84” 8, -9`" 8' -8 H13' -2 � Fri M 3B8 rn M r M ID M m M 3B3 3B3 1 3B3 m M in ID M m M r m m M m M 3B3 3B3 3B3 m M m M (b M m m M ID M m M 3B3 ID M 3B3 W27x84(40) 3B3 ID M ID M m M M m M 363 3B3 m M 3B3 I W24x76(30 W27x94(30) I m Li- M 0 W C.) co m M 3B3 m M m M m M 363 383 r m M m M 3B3 383 3B3 m M m M m M fD M rn M m M X 00 C 12x20.7 m 383 m E M EXIST. 62" CONC. SLA ON 18GA. W2 FORMLOK DEC! 3B3 m M m M 3B3 m M ID M m M ID M W30x9 3B3 3B3 3B3 (30) ID M rD M m M W30x108(30) 010 m W27x94(30) 3B3 - �I _ 11 m M m M 3B3 m M m M 3B3 m M m �I m W3318 3QL/ W313b(30 m M m M m M m K) 3B8 3B8 0/24x76(58) 3B8 3B8 m M m M " m M 26' - 2€ 8' -8i" i 8' -3" 9'- on M as M N r rpoi W33tx130,30). W33x141 (30) 11 1 EXIST. I 48,000 L MAX. WT 1 1 0B8 EXIt . In reglas 2 , 500 LB. AX. m M cn M m M 3B8 m M x / I / 1I� 3B3 M 3B3 m M 3B3 3B3 1 m M 3B8 m M m M 381 3B8 m M ID M M 3B8 ID M 3B1 3RD FLOOR FRAMING PLAN NOTES; 1.) TOP OF STEEL ELEVATION 39' -52" TYP. U.N.O. " = 1' -0" L TO MECH. UNIT CONT. L2 x2 xq1, w /1 "0 HILTI KWI B LT TZ 2' -0 "oc (EMBED 4 ") SECTION A -3.1 3 " ,. = 1,_0 $$$DESIGN$SPECI FICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME 1Li REVIEWED FOR CODE COMPLIANCE APIPRflVED MAY 14 2010 City of Tukwila BUILDING nivigIrw RECEIVED CITY OF TUKWILA APR 0 8 2010 PERMIT CENTER z 0 H 0 O. CL 0 v z to IQ 0 Y/ CO 0 CO L 0) c CO 1-- 0 N N 0 0 IJ_ z 4- D 0 LL N T up co " o oOLC) �rn Q co o) .4' m CD E 0 0 r' N N o oo JD N N CO CO C0 . 003 N N ?� U3 (1) 0 2 U vJ w 1- 0 tY w Z U 0 CV Cr) L!7 CO Cfl C 0) 1— 0 cc M 0) rn 1- W 0 ft IL ISSUED / REVISED DATE 50% DESIGN REVIEW 90% DESIGN REVIEW PERMIT SET CD SET COPYRIGHT 2008 CALLISON 3rd FLOOR FRAMING PLAN S3.1 1' -6" 27' -1" 27' -44." 28' -5" pow 27' -4 Pt 29' -4" REMOVE XIST. BEAMS GRID 1 FOR NEW PERIMETER BEAMS SEE SHEET S5.1 • 27' -9 OP 27' -9" 24' -64" NW- 27' -9" 29' -48" 1 29'-4k 1 26' -2" 28' -7 C -7. N 91 @Q .191.0' :• R7 X p T6' Dx X • .c • '191.50 b —IN CS NOTE: G90 GALVANIZE ALL STEEL EXPOSED TO WEATHER T64 c 0 6E 1a_ 27x94 [6f N ce N or N or 0 BEAM W.P. tea, .a4 ki *" STFF. R c PIPES, TYP. - FLASHING PER ARCH. EXIST. ROOF INSULATION 1V CHILLER MECH. UNIT 20,000LB MAX. CONT. W6x15 BELOW CURB ® A-4.1A SEE DTL. FOR BEAM SIZE CURB PER MFGR. L6X6X1 X O' -6" a M N NO BRACE REQD. ® A -4.1A " WELD R 4:0 STD. PIPE w/ xr x0 —10 TOP R w/ 4—w A325N THRU —BOLT EXIST. W.F. PURLINS W.P. SECTION A -4.1 & A -4.1A 14' -6" A -4.1A EQ. li w " = ' -0" W8x31 18' -0" 12'-0" EXTEND BEAM 0 PIPE SUPPORT BETWEEN CHILLERS \—W6x15 FRAME SCHEMATIC I Li w (E) GIRDER W8x31 6' -7" (FIELD VFY.) 12' -0" Li w r 1U M 3 EQ. ROOF CURB DETAILS 7.2 P. R7 R7 MECH. CURB SEE DETAILS <3 SIDES 2x xO' -32" TYP. DETAIL B -1 sf. BEAM IIN ROOF FRAMING PLAN Q ts = 1' -0" T6 D v L6x6x j TYP. COPE © INTERIOR TO HOUSING DUCT OPNGS. USE L3x3xi SIM. ® SUPPORTS 32x *xO' -32" R TYP. CURB SUPPORT FRAMING BELOW ROOF DECK SECTION C -4.1 " — 1' -0" 4 — " = 1 -0" SIDE VIEW OF CURBS A-4 A N 0 10 4x6 w /0 CARRIAG� BOLTS ® 2' -0" o/c — REVIEWED FOR CODE COMPLIANCE APPOOVED NAY 14 2010 City of Tukwila BUILDING DIVI.SIGN 8" OttmagO 112' 2x BLOCKING CO EA. BOLT BETW. FLUTES 4x4x *L CURB FOR EXHAUST UNITS RECEIVED CITY OF TIJKWILA APR 0 8 2010 PERMIT CENTER CO tti?ntt L 0 0 N co O N—O O • O Qco u ., 00 c0 O O N O N . 0 — 4 o N N N LL(/)I —LL N- W) 0) 0) C.3 • lc) Ic C in 0 CO 0 o 1 g vzo °o. z W E c0 c0 0 2 U 1- 1- 0 tY z EIMMINO N CO CL, 00 CD d) N > vT- . M O co y- 0) 0) 0 1- U w ISSUED / REVISED DATE 50% DESIGN REVIEW 90% DESIGN REVIEW P ERMIT SET CD SET $$$DESIGN$SPECI FICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME COPYRIGHTQ 2008 CALLISON ROOF FRAMING PLAN S4.1 1U L 244 "X4 "x0' -9" © 4' -0 "oc w /2— .g."(6 HILTI KBIII ® 6 "oc (EMBED 6") EA. SIDE © OPNGS. EXIST. W.F. COL. 1 ® B -2A CONNECTION OCCURS ON OPENING SIDE OF COL. ONLY SECTION A -5.1 & A -5.1A FIELD VERIFY EXIST. RED —IRON 2ND FLOOR CONNECTION THUS (TYP. OPENINGS) SEE PLAN *" = 1' -0" • FIRST PURLIN VERIFY EXIST. OR ADD L4x4x4 7' -6 "oc VERIFY EXIST. OR ADD L3x3x4 x 0" w/ 4x4x4 R ® END & 1"co EXP. BOLT SPACE © 4 —0 "oc 5 ?" EXIST. WALL LOWER PORTION TO BE REMOVED AT GRID QA SECTION B -5.1 " - 1' -0" 4 — SEE SHEET S -2.2 0 0 T.O.S. (VERIFY) T.O.S. = 39' -51" /,,,, /Op ; i�, � � a l l i r / // // / % / / / / / / // / /1 .// / / / / 4 � r rr rr rrrrr r rrrrru rr . . rrriirririirri rrirrrrirr !i:!Li!I ir�+i144-10 i r' i�yr4 4 : ri; T.O.S.= 19' -5 ?" EXIST. FRAME ALONG GRID NOTES: VIEW FROM INSIDE FACE. 1' -6" s " =1' -0" SEE PLAN L6x6x8x8' -0" ® EXH UST . FIRST PIPE ASSEMBLIES w/ "cis PURLIN HILTI RE -500 EPDXY CHORS ® 2' -0 "oc EMBED 4" PER ICC REPORT ESR VERIFY EXIST. OR ADD L4x4x4 ® 7' -6 "oc VERIFY EXIST. OR ADD L3x3x4 x ]l' -0" w/ 4x4x4 R © END & 1 "o "EXP. BOLT SPACE © 4 —0 oc 51" EXIST. WALL 18"0 PIPE SUPPORT DETAIL PER SHEET S2.1 LOWER PORTION TO BE REMOVED AT GRID Q SECTION C -5.1 " = 1' -0" NEW AIRWAY NEW LOUVER EXIST. P.C. PANEL BEYOND A 4" TOP R EXIST. MBS SHEATHING 40' -0" 1' -6" " 92" a1 —a1 6" DEMO EXIST. ROLL —UP DOOR HSS 5x5x1 TOP OF OPENING WELD R "4" X8x0' -11 " w/ 2— 0 HILTI RE -500 EPDXY CI 5 "GA (EMBED 4 ") ,� p • d •== SECTION D -5.1 " = 1' -0" EXIST. LOUVER 51" CONC. WALL TO REMAIN 5 " CONC. WALL T BE REMOVED ® EXIST. METAL HORIZ. GIRT — SAWCUT & ATTACH w/3-0.145"0 HILTI X —EDNI FASTENERS. EXIST. MEETAL DECK SHEATHING TO HSS 0.145 "0 HILTI X —EDNI FASTENERS ® EA VALIG & 12 "oc VERT. EDGES WELD R 4 "x3 "x3" HSS 5x5x4 DTL a2 HSS 5x5x4 HORIZ. w/ 4" END R WELD L3x3x4x0' -6" a2 DTL a1 $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$ $TIME REVIEWED FOR CODE COMPLIANCE APPRniVED MMI 14 2010 City of Tukwila BUILDING 111Ui4tnto RECEIVED O KILA '4082010 ? ERMIT CENTER COPYRIGHTU 2008 CALLISON z O NMI 'C m O a) TC •- - L 3 0 O LL .0 0'- N N O LL a tJ 11 E- C/] L:4 z z W z w 0 N T- v) co o o r- /l1 o A 1c) VJ 1 _ 0) < 0 c) N 00 CO CD NN +-� C) CO ANN U)I— LL CO it) CO v-1 CO CO �c) z co p ca 1 n w a w o rn Eco W I— z W • m aN N a� ▪ 0 co W NTERGATE EAST CAMPUS 0 c0 C) 0) 0) 1- 0 0 w 0 ISSUED / REVISED DATE 50% DESIGN REVIEW 90% DESIGN REVIEW PERMIT SET CD SET ELEVATIONS & SECTIONS S5.1 E O 0 >, • 0) 3