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HomeMy WebLinkAboutPermit D11-029 - SABEY DATA CENTER - SDC42 - IMPROVEMENTSABEY DATA CENTER SDC-42 3355 S 120 PL D11 -029 �J�(.`N�LA ►vqs City oPrukwila 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: Project Name: SABEY DATA CENTER - SDC42 • DEVELOPMENT PERMIT Permit Number: D11 -029 Issue Date: 03/30/2011 Permit Expires On: 09/26/2011 Owner: Name: SABEY CORPORATION Address: 12201 TUI{VVILA INTL BLVD , 4TH FLOOR 98168 Contact Person: Name: JOSH JOHNSON Phone: 206 - 369 -1548 Address: SABEY CONSTRUCTION , 12201 TUKWILA INTERNATIONAL BL - FOURTH 98168 Contractor: Name: SABEY CONSTRUCTION INC. Phone: (206)281 -4200 Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 -5121 Contractor License No: SABEYCI033KM Expiration Date: 01/12/2013 DESCRIPTION OF WORK: BUILDING IMPROVEMENTS FOR SUITE SDC42 CENTRAL PLANT TO INCLUDE ARCHITECTURAL WORK, MECHANICAL UPGRADES (PERMIT FILED SEPARATLEY), ELECTRICAL INFRASTRUCTURE (PERMIT FILED SEPARATLEY), AND FIRE SPRINKLER MODIFICATIONS (PERMIT FILED SEPARALTEY W /MECH). ALSO INCLUDED ARE 2 SUITES, 4201 AND 4202, ALONG WITH ASSOCIATED ARCHITECTURAL UPGRADES. Value of Construction: $872,978.00 Fees Collected: $12,133.65 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: I -A Occupancy per IBC: 0008 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11 -029 Printed: 03 -30 -2011 • • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be compli Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Public: Non - Profit: N Public: Date: 1:MI770 l ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not p construction or the performance of work. to this permit. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached Signature: ?,w ;cv Date: t•IT /a Print Name: .Jofd J.4 tu.J 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. PERMIT CONDITIONS: 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 and verifications for concrete construction shall be required. 6: 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. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. doc: IBC -7/10 D11 -029 Printed: 03 -30 -2011 8: The special inspection of bolts to be insti in concrete prior to and during placement . ncrete. 9: 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. 10: 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. 11: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 12: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 13: 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. 14: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15: 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. 16: Masonry construction shall be special inspected. 17: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 18: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 19: Manufacturers installation instructions shall be available on the job site at the time of inspection. 20: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 21: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 22: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 23: 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. 24: ** *FIRE DEPARTMENT CONDITIONS * ** 25: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 26: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 27: A minimum of one approved portable fire extinguisher complying with Section 906 of the International Fire Code and having a rating of not less than 20 -B shall be located not less than 10 feet (3048 mm) or more than 50 feet (15240 mm) from any Class 1 or 2 liquid storage area located outside of a liquid storage room. (IFC 3404.3.7.5.2) 28: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or doc: IBC -7/10 D11-029 Printed: 03 -30 -2011 brackets shall be securely anchored to the nting surface in accordance with the manufac • er's installation instructions. Portable fire extinguishers ha gross weight not exceeding 40 pounds (18 hall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extingui ers 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) 29: 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) 30: 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) 31: 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 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) 32: The battery/UPS room shall comply with International Fire Code Section 608. 33: The sprinkler density for the battery/UPS room to be a minimum Extra Hazard Group 1. 34: Generator installation shall comply with NFPA 30 chapter 22, NFPA 31, NFPA 37, NFPA 110, NFPA 111, NFPA 70 article 445, and manufacturers installation guidelines. 35: The minimum sprinkler density for the generator room to be .30/5,000 with a maximum coverage of 100 sq ft per head per IFC Table 3404.3.6.3. 36: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 37: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 38: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 39: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 40: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 41: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 42: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 43: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IF'C 1006.4) 44: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) doc: IBC -7/10 D11 -029 Printed: 03 -30 -2011 45: Maintain sprinkler coverage per N.F.P.A.. Addition/relocation of walls, closets or part may require relocating and/or adding sprinkler heads. (IFC 901.4) 46: 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) 47: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 48: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 49: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 50: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 51: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 52: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 53: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 54: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 55: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 56: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 57: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 58: ** *PLANNING DIVISION COMMENTS * ** 59: Work under this permit shall not disturb the vegetated stream buffer. doc: IBC -7/10 D11 -029 Printed: 03 -30 -2011 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 Permit No. Mechanical Pert it No. Plumbing/Gas Pearl No Public Works Permit No. Project No. For of tee use on Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 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.: 102304 -9082 Suite Number: Floor: 2 New Tenant: ❑ Yes ®..No Seattle WA 98168 City State Zip ACT PE Name: Josh Johnson Mailing Address: 3355 S 120th PI Day Telephone: (206) 369 -1548 Tukwila WA 98168 E -Mail Address: joshj @sabey.com City State Zip Fax Number: CTC?, #016IATI "eni t ,.IN; c l (pg4),fpr'lli mbing and Gas PI Company Name: Sabey Construction Mailing Address: 12201 Tukwila International Blvd Contact Person: Josh Johnson E -Mail Address: joshj @sabey.com Contractor Registration Number: SABEYC1033KM Seattle WA 98168 City State Zip Day Telephone: (206) 369 -1548 Fax Number: Expiration Date: 01/12/2013 Company Name: Callison 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 ENGTh JCS All plans must be w ped by E nginee Company Name: Engineers Northwest, Inc Mailing Address: 6869 Woodlawn Ave NE Contact Person: Dan Lake Seattle WA 98115 E -Mail Address: danl @enwseattle.com H:\Applicalions\Pouns- Applications On Line\2009 Applications \I -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 TION`'- 206 -431 -3670 Valuation of Project (contractor's bid price): $ 872,978 Existing Building Valuation: $ Scope of Work (please provide detailed information): Building improvements for Suite SDC 42 Central Plant to include architectural work, mechanical upgrades (permit filed separately), electrical infrastructure (permit filed separately), and fire sprinkler modifications (permit filed separately w/ Mech) Also included are 2 suites, 4201 and 4202, along with associated architectural upgrades. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. de AllBuilding Area in Square FaotagE Addition to "tructure -, T, Const� ction pe -C. Type of Occupancy per IBC 188,222 183,292 183,292 laor Attache Covered Deck covere 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: VI 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:\ApplicationsTorms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1-2009 bh Page 2 of 6 Wiles iri tliisgapplicati 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: Date: Opt 7ph Print Name: Josh Johnson Day Telephone: (206) 369 -1548 Mailing Address: 12201 Tukwila International Blvd Seattle WA 98168 City State Zip Date Application Accepted: D 1 - -j-- 11 v Date Application Expires: S Staff Initials: H:\ Applications\Fonns- Applications On Line\2009 Applications \I -2009 - Permit Applicationdoc 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 DATA CENTER - SDC42 RECEIPT Permit Number: D11 -029 Status: PENDING Applied Date: 02/07/2011 Issue Date: Receipt No.: R11 -00222 Payment Amount: $12,133.65 Initials: WER Payment Date: 02/07/2011 10:04 AM User ID: 1655 Balance: $0.00 Payee: INTERNATIONAL GATEWAY EAST LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5001093 12,133.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $12,133.65 7,351.00 4,778.15 4.50 doc: Receipt -06 Printed: 02 -07 -2011 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =367 Permit Inspection Request Line (206) 431 -2451 Project A s, '\ J .fr. Type of Inspection- _r >il_. Ad s '. cs. : , I Date Called: tt Special Instructions: Date Wante as . Requester: done No Approved per applicable codes. Corrections required prior to approval. COMMENTS: P • Inspec or: IDate-�. 1Zi' 1-1 REINSPECTION FEE REQUIRED. Prior to next inspection; fee•miUst be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION v 6300 Southcenter Blvd., #100, Tukwila. WA 98188 v_ (206) 431 -3670 Permit Inspection Request Line (206) 43t-2451 ' Pro v Type of nspe i y! ��.��+�r, Dra A a 7 iJ ci \` i zecj;.mi Addre s: "rt+ L _33S - P Dat ailed J ` io co � 4 C: ---, Special Instructions: Date Wanted.— / _ -- a -0_____ .a.me p.m. Requester: Phon lo: / ....2.s ....s........2 /_'?I Approved per applicable codes. Corrections required prior to approval. , COMMENTS: /p� -i` y! ��.��+�r, Dra A a 7 iJ ci \` %/%� 1}} SuS a C e (U .k AiA. 6LA.3 D. 61,- ;Art( 1 i i Sf e-4- AY s 0-K..... . S . 1 % /1 - '., ".c COIki REINSPECTION FEE REQUIRED. Prior to liext inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ins ector: Date: ¢�� INSPECTION RECORD Retain a copy with permit D1( -co PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tr._ (206) 431 -3670 Permit Inspection Request Line (206) 431-2451 Project. tt-i3e JA.b)t Type of Inspection: ' Moke SLar6c) r1 Address: 335 Si Di i24 pL Date Called: i J:( :1L Special Instructions: Date Wanted r2 ^r -a-m- "tm Requester: �,� _stop A4 -r-Q. c 1X '-t A pioro ,1 q Phone No: -2,o 6, -2.5c -36-2f Approved per applicable codes. Corrections required prior to approval. - COMMENTS: 0 Octet - . o . L• 0 ; A4 -42®1 —'S— — c1 At erAC3 O / (� v 4 2 L ,, A-14 V GI .14 j �N roAb2 �-v vj 1-2E.f 7 f pM ^b A,fy i Jeit — Sys-- ci-. (4 /'4, (b J �. - do LAL3 t J� -- AA' a �P PIS �,� _stop A4 -r-Q. c 1X '-t A pioro ,1 q nspe tor: 1Date:311 n REINSPECTION FEE REQUIRED. Prior to next inspection. feel must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit �It -22el INSP€ TION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 , (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ProjecS4�e Type of Insp cti�dn�8 WW _5L . (� p 11 JD, r I ...- /.i t {. o - p eC.�` At . Address: Date Called: Special Instructions: IATE. A-� Date Wanted:. / 2 -2-4---// ''`a m'� p.m. Requester: Phone No: Approved per applicable codes. Llcorrections required prior to approval. COMMENTS: (.Lapv(4P r)A . - _5L . (� p 11 JD, r I ...- /.i t {. o - p eC.�` At . ,,``i� Inspect r: Date: 1L-24—kit REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD INSPECTIO Retain a copy with permit .Di i -t NO. PERMIT NO. CIT.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project,:.- -•--"' A4.3Fkd1/4 6 A A Type of Inspection: ....Wcs Address: ;7156 ' la C6 t�i_.�. Date Called: /1 4 aZ. Sh, -0.5 /> /'iMt4'5' Special Instructions: 'mr/11 ta. sh Date Wanted:. 1 17sa t- 1 1 ,tea �rl• �-p m Requester: YV 1 AT Phone No: ..0(4,- 2.5' -3( / -! I ElApproved per applicable codes. aCorrections required prior to approval. jd COMMENTS: 2' .?/t/ T /craie /i,4 him) r,/,L$ hp? - s .- /1 4 aZ. Sh, -0.5 /> /'iMt4'5' 'mr/11 ta. sh /s Ai irtriltV 4p .?3) \ Lt— pect ' r / Date: NSPECTION FEE REQUIR = ' . Prior to ext inspection, fee must be aid at 6300 Southcenter Blvd Suite 100. Call to schedule reinspection. s_; r. •. . . INSPECTION RECORD • .: L Retain a copy with permit • - • . INSPECTION•N0. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 cr.. (206) 431 -3670 Permit Inspection. Request Line (206) 431 -2451 .' • • • • Project: Type of Inspection Address: i Date Called: Spetial•Instructions: • • Date Wanted:. -�" gym,.,, / 2,. -(.' -• r p.m. ! Requester: Phone No: ' . °Approved per applicable codes. a Corrections required prior to approval. COMMENTS: f'' , /1-f /9 /rid) .ti e - ( ) k 7---/-1' ---) EA-P-41 ,\./....),-7-7- l,.,P L.-At 1-1".gC1 f- V/19gL --, • . . .. 1 4 I & /v / j------ ... . .. 1 'Inspect t:. _ l 'Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670. Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: rAJ-I: l,1 A.) Address: J '-M Date Called: 3"; 55 1?A ___ P(-- Special Instructions: Date Wanted:. 11 —�j —(( "—._a.ua: p.m. Requester: 6 Phone No: DApproved per applicable codes. Corrections required prior to approval. COMMENTS: rAJ-I: l,1 A.) o!.1`J A_{ t Sin r i 1 s-,',,! 4 ro_e_YA-5i-A-e — /uce d AA A `Ft sDP_c f. 6 D . Inspe9for: AA F-7 REINSPECTION FEE REQUIRED Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: I tZ-4 ( • -ftW INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1 It 19 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje A---g Type of�ln�spec�tion: Address: 3355 (?.d — Pt_ Date Called: Special Instructions: Date Wanted:. a.m. 1t -5 -(I Requester: Phone No: ?AO (0- 2..S -3( -7 1 ElApproved per applicable codes. • 0 Corrections required prior to approval. COMMENTS: )14 A...ppr D e p ?Arr.': 0 7_ - l ��- � k{ s- Of— 1`- .c h APt7 . Scrtw o r1 Ay firvVO .-----. I F7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectioh. INSPECTION NO. INSPECTION RECORD Retain a copy with permit b.. -a29 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Project" 4. J e �t Type oaspecti-on6 Address: _ 3 3C '+l^ PL Date Called Special Instructions: S .D G--4 'I-- Date Wanted:. t 1-3-It `m,, p m. Requester: Phone No 7/66 -2-SS -367/ ElApproved per applicable codes. (-Corrections required prior to approval. COMMENTS: r41 Cr Ag q Inspec br: 1Dat Lk I ' 3� (( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECT! N NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Prot: V Type of lrf pectd i Ln ,, A 4 ' _ �r� Address: 3 / 2 TZ Date Called: Special Instructions: Date Wanted:. -----..a.m.. /t — I --(/ p.m. Requester: Ph 76/k ` 367 Approved per applicable codes. 0-Corrections required prior to approval. COMMENTS: rk.ert n i eA-4M it Inspector aUkl V tDate:, _ t l 1 t • REINSPECTION ON FEE REQUIRED Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD -Z Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Ix. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: �l Type of I spection o t _ C ,li (/ t1 . Al o -r •) e Address: 22 SS I � `• pL, Date Called: .,-- Special Instructions: Date Wanted:. f J - 14- / ( �m p.m. Requester: Phone No: 0 Approved per applicable codes. El Corrections required prior to appr va COMMENTS: f �- AI pt�V 4J �l isr� ( l,'DI i ZB Gt/ A-efq. o t _ C ,li (/ t1 . Al o -r •) e -^-_ I Inspector /1 n • Date: I (' -I4_1( ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION .RECORD I_I Retain a copy with permit /" • INSP CTION N0: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300.SQuthcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 �- • • • • E• • Project: • Type of Inspection: / 7-1)6%H�1/�1/Co Date Called: . �i° 000 779 (it/ /��( Address: 9.50'5 /..W Pi-- Special Instructions: • • Date Wanted; . AMP /Q //3/// •.m. Requester: Phone Nom - a OC: -.a. ..3' d 7 4. DApproved per applicable codes. 1 Corrections required prior to approval. COMMENTS: , (Atesii-A4710/2 /24,4°! - feitio /ei I SPECTION FEE R UIRED. P for to next inspection. fee must be ai • at'6300 Southcente Blvd.. S fte 100. Call to schedule reinspection. INSPECTION RECORD • di 0. • Retain a copy with permit ' INSPECTION NO. . :. • PERMIT NO. II -021 CITY OF�TUKWILA BUILDING DIVISION v • • . , . 6300 SouthceriterlBlvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection.Rgguest Line (206) 431 -2451 • . V; . t•• • • Y, • • • • Project:— , ir- : .. - .�e Type ofjnspect�io�n , 46, Address: ' • '� 33.SS `b6 r Pt_ Date Called: Special Instructions: - : • ,t..y .y ."1 io...41,..._ a ,..,,,,,* . Date Wanted r Z . r f ! r` ll 'P.m. equester: Phone No: ..Approved per applicable codes. aCorrections required prior to approval. COMMENTS: ... d. • . AI< <a( Ar? 1)`/,11 j` G=� . k , w e i / J i) A-- - 7 ,71.11.11-1 Y1-{ 1 ( /t..11...6. c - 6.e.: EA:. .: rt S • L ..13 Al i4r1 j • . .. r. • • REINSPECTIONFEE REQUIRED. Prl'o to next inspection, fee must be paid at 6300 $otuthcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D t( --025 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj"t�. j -ey 1JJM Type of Inspection: 4- L I4 Address: _,_ f t Date Called: .3 G� 0 -free-./ f 5--e) c l t( . Special Instructions: S� Date Wanted: "I 8_"'{ p.m. Requester: Phone No 740 Ce — 2- sS --36 ?f • ° Approved per applicable codes. 0 Corrections required prior to approval. is COMMENTS: pivf•-tmA_k MPl8 - ,.( 1JJM ?_ 3 Z.� n Ic-- e -oJf_f ,'SA e <X '-ro l ck- .e1- r(a U"\ .3 G� 0 -free-./ f 5--e) c l t( . r-7 REINSPECTION FEE REQUIRED Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type.of Inspection: 1 L Address` S / Date Called: Special Instructions: C-4 2-„_. Date Wanted: -- / S _ If a.m. p.m. Requester: , /.� ‘.i ti it R A -(J 0 MC r il r% A 'C., Phone No: C.-0 l/ e-{ i 0 r 0-,/) IP.Af( :P..e... ElApproved per applicable codes. 11-Corrections required prior to approval. COMMENTS: si) kr . Pr6,; (r)K_ c. . .- 42.0 1 6A.L o .& . 4 4 , F T _ -nr) S r , Y ` (4 (-f)Lit'.. ? "T ii P.(:T.r /„:1e,: (2,4 , /.� ‘.i ti it R A -(J 0 MC r il r% A 'C., C.-0 l/ e-{ i 0 r 0-,/) IP.Af( :P..e... K /, c.,1 0 c.T.- w ( k G1 &_ r . gl ,C ,‘,/,e, .() () k4f°4l 310 . spfeki— r -ufi. & ;4 Inspge�or: eei � r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • a. c' r.. i• INSPECTION RECORD Retain a copy with permit I PECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION p" 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project:. Type of Inspection: Address: :rat 5 5 ..1 / 7 0- PI_._ Date Called: Special Instructions: • . • Date Wanted' b – �. Requester: Ph –25S —3(07/ Approved per applicable codes. a Corrections required prior to approval. 'COMMENTS: Art -'14 I pr o JA•Q $ G f I Date a REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. k I I • .:•-•1"."•719•1,...7::.,3 . . INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367.0 • Permit Inspection Request Line (206) 431-2451 ‘2- Lt' oZ1 proles 044\4_ Type4,1)nsrctioa: C i)t. 1 L._ i ,^( --■ 3Address: t L.- , 355 - PL.— Dateglet t A. .4( f % .)( IA u_s-f 6 (--/- c_AAA f--• CA--7,',),A / Special Instructions: Date Wan te7 — : .--- (1 P.m. Requester: X, ip, i\jc)--C 6,0J-ef una-: I Fe-Jul tA . -12."-c Af-c_ i■,par adc-f),, Phone No ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: .-1 pAr---c; A ( bki)/(,)■./.41 C i)t. 1 L._ i ,^( --■ ... p 4e>‘ .)( IA u_s-f 6 (--/- c_AAA f--• CA--7,',),A / 6/ o ,,x. AI Lit/N I r e,'S Al. L. - 49 •,(3 AA S : ,-, -,, k 0 r\, Si-s - A k 1 (b)EM AS 1,41 (7 i)/N.S - X, ip, i\jc)--C 6,0J-ef una-: I Fe-Jul tA . -12."-c Af-c_ i■,par adc-f),, Inspe(3: LA Date: r 1( REINSPECTION FEE REQUIRED. rior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. '.. `1 . , INSPECTION RtE•&® ID 7;:A-':,.`.4.77 'W t.: A A - 1. iia- •:‘.k!r t U Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ; • (206) 431 -3670 • - Permit Inspection Request Line (206) 431 -2451 Project: y D Type of Inspection, ra,AA c; Cr ' Address: 335 S. 7'"`t Zo ipL Date Called: -� Special Instructions: G,1 C— Date Wanted:/� l9 -10 — 1/ p.m. Requester: Phone CD - s —3 (0 '7 i - • EiApproved per applicable codes. COMMENTS: • • • • aCorrections required prior to approval. PAT { Jog f riJ J A Lr �r 1 6t)--p-6 Date: / [3 •— tie REINSPECTION FEE REQU ED. Prior to next inspection, fee' must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection::;c;,;: i Inspe�or: •-. - .:aj'`x;c ;T, r; :+c = ,• . • - .. :.`fir-- .''a'- :_ - . •r • }5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 DO -4 27 Project: Type of Inspection: l -- r`r it P-e • All p I. z} ,- dress: s 33 - `����� Date Called:. ` ! /� W!....› Special Instructions: - LJ4 r- t) n G - Date Wanted: -� -- f ) p.m. Requester: Phone No: 2^0(0,15 ,367( ElApproved per applicable codes. ElCorrections required prior to approval. %' COMMENTS: r`r it P-e • All p I. z} rA-- h k - LJ4 r- t) n G - II, L. A e Gi---w ..- 1 H - {-cam 1 a (4 / . Inspector: Date: I I REINSPECTION FEE REQUIRED. ( for to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suit 100. Call to schedule reinspection: • INSPECTION NO. INSPECTION'RECQRD Retain a copy ,with perm. ermit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t. (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Projec Type nspectioni Address: _ * p �7�� S � i7i(� 1_� Date Called: Special Instructions: Date Wanted j (p — I p.m. Requester: Phone i G —2-5-5-- 3 to 7 ElApproved per applicable codes. D Corrections required prior to approval. COMMENTS: G- outfi --- /1 S (-, (0 1 67 of I)r 1 Y..� DA f-�A- it, ! ,-..4 34 t ( L-.1 RTh . F 4 'Lit mil . 64 zk [ / 5 cf to i-J , 5/)P- ) :`3 fl J ....,. Date:, / 3— (1 n REINSPECTION FEE REQUIRED. PrioFto next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 77) roi77:-""Prr'77 7.1:" . - • INSPECTION RECORD Retain a copy with permit INSPECTIO 7 10. - 2_7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: .._ Sli-0-C-"7 /)A-----r,4 Type of Inspection: ri A4P‘ Gk a li._. Address: 'Th ..7SX55 S. ao pi___. Date Called: ......--- Special Instructions: ___sp- 42,- Date Wanted: Cc...2...s,„ .5...._(3...../i P.m. Requester: Phone No: 7,40 6 - 25-s- —36.7/ ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: fil-44-.0 X. PP/ ov.4P . riebr u lo .itf' k_. 5c.,./.cd 1::_,. j ler ,--.)-5 $ \ ( /0. 2_ • .e'c Speer' A. -C .-/-4\ -Sp. (- /1-9 F De‘ik 0 ef_4e-ti . — ,n r . ......._ .....,..Th A Inspec Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be . • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. " :;•• ' - - .-4svc • f?';"'"- • INSPECTION NO. INSPECTION RECORD Retain a copy with permit .0 ni PERMIT NO CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Project:,5A..6.42x4 nAit Type o+f-Inspection: 1 At —rek" : Addres4 3 55 i 5 4, rlo:5)4 Date Called: .,....------.... Special Instructions: Date Wanted: Sig"' q ajne P.m. Requester: Phonr.6 (4,...„. 2.5.5,...,3 ‘2 71 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: piksh.-2, f( OftAJA? CPV (--o J—ef @_ 3 'QS i co . 7.- OK z_.--e? JO- C.) S " t--- — A-1, (z_ ..---.., Inspe tor Date5 of III ri REINSPECTION FEE REQUIRECS3ior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. cr-+c:_ • - • - • - Vie. s r.: :+w��.yr... yr- ,. --r�;i �,.,�" "."" - ra ^ . -.+t - - N'=- ...9.�+ic;, rte; - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D11 -029 Prot:'� -� A-1- - ; l' (ii ( r 1-s ' 5 > (? +C. Type of Inspection� � Address:+ 3 3 5 S S- 1 20 Pt._ Date Called: _-�- -. Special Instructions: e A-& S ! A i — /l/ D -v ! ( Date Wanted: r� (� r a.m. p.m. Requester: Phone No: 20 4:1-25. - 3(0'11 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: -� Ai " Y a vt4- e - ; l' (ii ( r 1-s ' 5 > (? +C. (a P' �. �it� L..J 1% U if 6 e A-& S ! A i — /l/ D -v ! ( v -7115.,4 - dU;)1 7-1., ; r . Cdr Gfl (,-- I; 4 ,.1 , .5—r: it A? 4) 1-- 11C f 0R. (` 'r-z v-1,4-14 Ef o J fir, c—( JJ A r�-•� -v 10 1 Ins ector: REINSPECTION FEE REQUIRED. Prior(to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: s ` 1/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit 01(-02.5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project Al+41A- <- ,V(.4--J Type of Inspection: 6, U1/4.) 11.5 D-e_Pk)s• iti4=gi::6561;=---,- iiZei Address: N71- Date Called: (--------' Special Instructions: 3...e--.4 2_ 1 .c(1 .: - t- e 1,,I aai r --I Date Wanted: .1--1AC 11 ' cz-a.mrd P.m. Requester: -OA - i u u it4 0 kit , Phone No: ElApproved per applicable codes. Ei Corrections required prior to approval. COMMENTS: gl—L.J • C- gC(---ii- a f( Sc.) :1‘Z._4tP <- ,V(.4--J D-e_Pk)s• iti4=gi::6561;=---,- 0 A eAr--- 4 . -- A 1 .c(1 .: - t- e 1,,I aai r --I •-131)--r. Scc:r--;').'N' -OA - i u u it4 0 kit , , aset Alpto k I .4-4 i ,..• pik.r. ,.... ( lu o-rs, 0 A- 1 -- 41 .S. , Inspector: Date:4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter 13(vd., Suite 100. Call to schedule reinspection. • • •1....e..a.33._ .444.....Das-dla • INSPECT O. C Y OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 •INSPECTION RECORD Retain a copy with permit Project: %,1'4.3ec9 ,f',° D atom- JP. ji 09 1 Type of Inspection: Fit Arm /A/6 i ey e. ;i 6-e. A-c.a 1-1-L71- • Address: 3 355 s /co Pt Date Called: Special Instructions: x i- k tJ e ems. -r-O :Nip fit" . s (...re., Date Wanted: v2. /-- / / a.m: V— Requester: Phone No: .Z5 '5-36'67 / DApproved per applicable codes. Corrections required prior to approval. COMMENTS: Vim` :AA MProv ,f',° D atom- JP. ji 09 1 / Q Car. ; 0 iS R. v/\ CI"O Q j i ey e. ;i 6-e. A-c.a 1-1-L71- • IAA e.-4. 0. /C t AT 14 1 "--\ j2 ,4 J J "\ 0-)_...6.)1-1.? 0 l (Se•S It� e-, 9 (15.c qit >k i L,.J r /VP OAe Jrf x i- k tJ e ems. -r-O :Nip fit" . s (...re., :4"1") l k D ar L D 0/ S ) r f 1 -Ofd Ast 44 Inspe or: Date: 4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reihspection. --_ -.- . - Ed Tria INSPECTION NO. INSPECTION RECORD • Retain a copy with permit 61 021 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ti (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projec ti DA-bet Type ofspection: 0 K-- one. s4, t�rr 40 rJ Address: SS N 4) Q/ fl (? Date Called: .r" Specia Instructions: ,5J C.__ 1 1 Date /,[ / • • Requester: Phone ! Z-5 /— f ❑ Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: f IV11—c #1 frb vL* 0 K-- one. s4, t�rr 40 rJ t fg a, JA; Af 642.A-ANT r . 1 ! i nspe tor: Date4 REINSPECTION FEE REQUIRED rior to next inspection. fee must be paid at 6300 Southcenter Blvd., S ite 100. Call to schedule reinspection. • •a INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 Z)//-A2- 9 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: s94fci ,1.)47 Type of Inspection: ,e--'/J/7/71/..J6 Address: ?.?5:5" S /2o PL Date Called: Special Instructions: Date Wanted: 3 --3/- .1/ a Requester: Phone No: of 0 G -.2.5-5"-347 ./ LIApproved per applicable codes. D Corrections required prior to approval. 'COMMENTS:Ii3 TOP 10 / W fl I f S ,1 o e t, ProrR, 4) Abpi� R 4 SPECTION FEE RE IRED. P for to next inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ©�! - o.9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: 5,4 ,,e 7 :r,O< 9 r.... Type of Inspection: Address: 3 3 SS Suite #: S j �o j° /_ Contact Person: Special Instructions: Pre -Fire: Phone No.: MApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Hrs.: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits:', Occupancy Type: L 4ii S9'e$4.9s cjcG -04.12-_- 4,�.4. 5d "xi ,.0 czEl". Needs Shift Inspection: j Sprinklers: Hrs.: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits:', Occupancy Type: Inspector: /'J7.5-3 Date: 7/2 (VP 1-i-- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ...... . ... r . n- S - aid DI /' oc;q' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 5 b� �a ?hAse... Fire Alarm: Type of In pecti n: sP .&;ION Address: Suite #: ?' + !�� �! n � Contact Person: Special Instructions: Phone No.: • IE-Approved per applicable codes. nCorrections required prior to approval. COMMENTS: SP Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monito /: Pre -Fire: Permits: Occupancy Type: Inspector: 1\ Date: 3/2 ?// 7 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Callao schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: .d , 1 State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • 7 • • INSPECTION NUMBER • . INSPECTION RECORD Retain a copy with permit 1/- F- /3V /1 -S- o8& PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project:( �er,, ��� 'D Typ, e_of Inspection: ---f Address: ( s / a-k- -- Suite #: 3 3 SSr d Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: .t... (b PIA 43 im s:li. ' ..1:1- /O) Age rterra.,.,.,,,LS.G ±L AS 's pd. 0 14e4e4:7).4 r»cpgae -1,%T.S al 0 ., l.$ e.e (57-4.4400) r,/6 . 1 All r r Y"5 r...f_ 'C.. :' IX- dAtridOdirrJ Zf f 6p0/I5 dee 040 6ri...t. f,,.A L :..04.5d-ir4 to ® Ad G•ll•:,,r9 2a. ?, 22rI zy r vo✓/s. I y. elu. s4A- i.•dr. JssT.i o!L Permits: - Ca.. d, is s Pi. ..__ �J COte L.4r+.'4- S mdes Z ® Ve.S44 blC AZ l ?F co CaD i•'n.5I- 4.1.4 s ......e.y... 0 o9e-4 4- e -A0iZ :5 , 1,.,.,, I al< Lit, 13,0 C. r..'er,.-1i.3, �. / /ZD : /Q,sd4. 43 Oe/..c iry C— . S®G°12 4 /Z1. 0 2 y'Z 411 ct' CiNqL - - VI\ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type: Inspector: /a,,, 1,v,.5-a /4 jJ 4/ t. $M Sj Date: 3/g4;// Z Hrs.: J $100.00 R INSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address 1 Company Name: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 fa •r, • • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ./(_S — d MI / - 090 ) 619.6t PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 5754407 • Project: � ` `� tt � / ( Type Inspection: 5 Address: 33S S 5' Suite #: h l pi Contact Person: Special Instructions:` Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: ,;1..___ Date:M, . /( ( Fire Alarm: Hood & Duct: cl to A L ©I 01 3 (ek"k., Pre -Fire: (4, ilie,Ads sk-, I ( N-42e60e el crui c" 'Iwo te_C) 6 AJogi txte . ,O.. A lip,pio d c's v - 15" / 4.0 - z9-3q. a ia-1 [ "ti/ bRta -`*-_ w r r r Needs Shift Inspection: Sprinklers: ,;1..___ Date:M, . /( ( Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: P� � A Inspector:. /.\ ,;1..___ Date:M, . /( ( Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. -113 • • • •••9 .4. • • • • • • MILE C@PV Location of new HVAC equipment. 9' setback from west,150' from north. Building in MIC-L. 650' to Homeland Security (elevated). City of Tukwila BUILDING DIVISION NNW STRUCTURAL ENGINEERS .Engineers Northwest Inc., P.S. • FILE COPY Perrnit No., INTERGATE EAST Tukwila, WA SABEY DATAC E NTE RS SDC -42 TENANT IMPROVEMENT STRUCTURAL CALCULATIONS CODEREVIEWED FOR COM LIANC E A13®02AVPD FEB 2 3 2011 City of Tukwila ii AL ECEIVED BUILDING DIVISION -zs "it FEB 07 2011 PERMIT CENTER January 28, 2011 ENW Project No. 99- 136045 02 • • • 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.engineersnw.com • SD&42 Lateral 1 -Lat 8 -Lat. Framing 1 -Frm. 19 -Frm. Roof Mechical Toads 1 -Mech. 179 -Mech. • • Page y of 3355 S 120th PI, Tukwila, WA 98168 • Google Earth: Directions 47_L - • .0/8 - !Z-i. -17- 23,› 28 9a 1/7/2011 Conterminous 48 States • 2003 NEHRP Seismic Design Provisions Latitude = 47.4918 Longitude = - 122.2898 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.491 (Ss, Site Class B) 1.0 0.514 (S1, Site Class B) • Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4918 Longitude = - 122.2898 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa= 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.491 (SMs, Site Class D) 1.0 0.771 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4918 Longitude = - 122.2898 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 0.994 (SDs, Site Class D) 1.0 0.514 (SD1, Site Class D) Ye-afr • • • Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class D- Fa= 1.O,Fv =1.5 Period Sa (sec) (g) 0.2 1.492 (SMs, Site Class D) 1.0 0.772 (SM1, Site Class D) 1.406 0.g3? Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4931 Longitude = - 122.2889 Design Spectral Response Accelerations SDs and SD1 SDs = 2 /3xSMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 , Fv = 1.5 Period Sa (sec) (g) 0.2 0.995 (SDs, Site Class D) 1.0 0.514 (SD1, Site Class D) 122. . 2E:gey Job number Job name 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 99136045.000 SHEET i OF Le 9/29/09 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 = 1.0 Section 13.1.3 Equipment weight = Wp = kips Is equipment mounted on a roof or on ground ? input (R or G) Spectral acceleration = Sds = Automaticly Input from tab 'IBC EQ." Input E- ' et -side H' -, boile s, fur aces, a osshe Mechanical and Electrical Components Output ap /Rp = 0.400 Table 13.6 -1 z/h = 1.0000 at roof level (Eq. 13.3 -2) Fpu= 1.6 *Sds *Ip*Wp = 1.6000 *Wp Upper bound (Eq. 13.3 -1) Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2z/h)Wp = 0.4800 *Wp Calculated (Eq. 13.3 -3) Fpu= 0.3 *Sds *Ip*Wp = 0.3000 *Wp Lower bound Equipment Lateral Load Anchorage force (WSD) Fpu design = 0.4800 IN (U.S.D.) Fp design = 0.3360 *W (A.S.D.) Working (0.7 factor ) Fp design = 11.088 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) 1/11/2011 Elect.Mech.Components ASCE7 -05 2009IBC Seismic Job number Job name ENGINEERS - NORTHWEST, INC.P.S. SHEET OF C 6869 WOODLAWN AVE. N.E. (SUITE 205) 9/29/09 SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful 99136045.000 ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Input Component Definition ASCE 7 -05 Table 13.6 -1 = ME -1) Air -side HVAC, fans, air handlers, air conditioning units, cabinet heat Table 13.6 -1 Category = Ip = 1.0 Section 13.1.3 ................ Equipment weight = Wp = 33 kips Is equipment mounted on a roof or on ground ? R input (R or G) Spectral acceleration = Sds = 1 Automaticly Input from tab "IBC EQ." Mechanical and Electrical Components (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) Output ap /Rp = 0.417 Table 13.6 -1 z/h = 1.0000 at roof level Fpu= 1.6 *Sds *Ip*Wp = 1.6000 *Wp Upper bound Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2z/h)Wp = 0.5000 *Wp Calculated Fpu= 0.3 *Sds *Ip*Wp = 0.3000 *Wp Lower bound Equipment Lateral Load Anchorage force (WSD) Fpu design = 0.5000 *W (U.S.D.) Fp design = 0.3500 *W (A.S.D.) Working (0.7 factor ) Fp design = 11.550 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 Toad 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) • • 14) rte ' IEN1T ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # )4912,60 ¥')PROJECT ' i v C` 4 Z DATE 1 -%7-1/ SUBJECT /fir C/61, t, /d .G 371,3 m SHEET CP OF LAY BY ` _I N Smas OF Z CAM ._.., 1/. 4914 5+1-4 33006* OTnt ll, (id z I/(0 K- ft dl rn /4,54 6 Yz . tiz I�� w1� ) O1 Y . Pt, 4( (101,) - .157 1,C cr z Pt_- z 0,1 s1- 14, (..6 ( 4 O�,>r 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 Wind on Rooftop Equipment - ASCE 1 -05 Section 6.5.15.1 & Figure 6 -21 Buildings with h <= 60 ft. Project No.:- 99136045 Project Name:- SDC-42 1 Wind Speed = Exposure = Category = Is this a hurricane prone region? Kd = Jvl /U depth (parallel to wind) = Wind is :- The Rooftop M/U is :- Roof height above ground level (h) = Building dimension (B) = z = Height at centroid of M/U = 1= Kzt= qz = Kz M/U = F= qz M/U = Gf = Cf M/U = qzGCf = Af M/U = INPUT 1.00 OUTPUT 63.00 ft. 1.15 1.00 21.27 `Kz 0.87 qzGCfAf 18.42 psf 1.072 1.300 25.68 psf 296. sq.ft. Area Factor = 1.9 F M/U = 14440 # Table 1 -1 Table 6 -1 Table 6-4 Dynamically S Length = SHEET OF ''` f 5/25/07 REV. 10/14/09 Measured perpendicular to wind direction Ground level Table 6 -1 Sec. 6.5.7.2 (Eq. 6 -3) Sec. 6.5.10 (Eq.6 -15) Table 6-3 z = 63 ft. ( Eq. 6 -28 ) Velocity pressure evaluated at height z above the ground Gust effect factor - Section 6.5.8 Net force coefficient from Fig. 6-21 Force in psf Projected area normal to the wind except where Cf is specified for the actual surface area. Section 6.5.15.1 a-- Total Force Notes From Figure 6 -21:- 1.) The design wind force shall be calculated based on the area of the structure projected on a plane normal to the wind direction. The force shal be assumed to act parallel to the wind direction. 2.) Linear interpolation is permitted for h/D values other than shown. 3.) Notation: - D: least horizontal dimension of square, cross - sections at elevation under consideration, in feet. h: height of the structure in feet. qz: velocity pressure evaluated at height z above ground, in psf. 1/14/2011 Rooftop ASCE7 -05 2009IBC WindMeth2 • ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 68699 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # d 06. o its- PROJECT go 2- DATE J `5 -1/ SUBJECT 1 OF Pre_ ._ SHEET F'�C F'� t/11(3/40,4- i,ex1.I4AMy BY CuC I? %JC LO /Jdi2 LL zoCdr (ea./sp.() w� 90/ Lr cao o if 4T// W z 1 2. ( + g?_ (2,0140) z « D, /00o s 16 43 014 ' E �c,e� —vim (2.) G2 /OW S l 6 2- 60 X • • • 2007 NASPEC Project: Sabey Data Center SDC -42 Model: Ceiling framing at hard lid space Date: 1/18/2011 lir R1 Unif Ld lb /ft 17.00ft Section : 10008162 -43 Single C Stud (X -X Axis) Maxo = 2144.7 Ft -Lb Moment of Inertia, I = 7.523 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 33.0 ksi Va = 835.9 lb R2 Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 1445.0 0.674 1445.0 Full 2144.7 0.674 0.339 U602 Distortional Buckling Check K -phi Lm Brac Ma-d Mmax/ Span lb-in/in (in) Ft -Lb Ma-d Center Span 0.00 204.0 1874.1 0.771 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (lb) (Ft -Lb) Value Req'd ? R1 340.0 3.50 NA 0.0 NA YES R2 340.0 1.50 NA 0.0 NA YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 340.0 0.0 1.00 0.41 0.00 0.17 NA R2 340.0 0.0 1.00 0.41 0.00 0.17 NA Co, • • • Project: Sabey Data Center SDC-42 Model: Ceiling header at hard lid space 2007 NASPEC Date: 1/18/2011 t R1 17.00 ft Section : (2) 800S162 -54 Boxed C Stud (X -X Axis) Maxo = 6131.8 Ft -Lb Moment of Inertia, I = 11.200 in 1'4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 4182.6 Ib Unif Ld lb /ft $J, Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 5057.5 0.825 5057.5 Full 6131.8 0.825 0.796 U256 Combined Bending and Web Crippling{ Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 1190.0 3.50 1744.8 3053.5 0.0 0.35 No R2 1190.0 1.50 1302.9 2280.0 0.0 0.47 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 1190.0 0.0 1.00 0.28 0.00 0.08 NA R2 1190.0 0.0 1.00 0.28 0.00 0.08 NA • • • Project: Sabey Data Center SDC-42 Model: Ceiling header at hard lid space lir R1 2007 NASPEC V,i. w Date: W 0 (17/1/aliff ri/44 thi (I /18/2011 Unif Ld lb /ft 17.00 ft Section : (2) 1000S162 -54 Boxed C Stud (X -X Axis) Maxo = 7844.4 Ft -Lb Moment of Inertia, I = 18.781 in "4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 3321.7 lb R2 Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 5057.5 0.645 5057.5 Full 7844.4 0.645 0.475 L1430 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 1190.0 3.50 1679.9 2939.9 0.0 0.37 No R2 1190.0 1.50 1254.4 2195.2 0.0 0.49 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VA/a M /Ma Unstiffen Stiffen R1 1190.0 0.0 1.00 0.36 0.00 0.13 NA R2 1190.0 0.0 1.00 0.36 0.00 0.13 NA • • • 2001 North American Specification w/2004 Supplement ASD DATE: 1/17/2011 SECTION DESIGNATION: 8005162 -33 Single INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 8.000 In 1.625 in 1.625 in 0.500 in 1.500 in Wall Solver Design Data - Simple Span Wall Height 20.00 ft Lateral Pressure 5.00 psf Stud Spacing 24.0 in Check Flexure Load Multiplier for Flexural Strength = 1.00 Flexural Bracing: Full Mmax = 500 Ft -Lb <= Ma = 1169 Ft -Lb Check Deflection Deflection Limit: L/120 Load Multiplier for Deflection = 1.00 Maximum Deflection = 0.381 In Steel Thickness = 0.0346 in Inside Comer Radius = 0.0765 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 33.0 ksi Punchout Length = 4.000 in Deflection Limit U120 Axial Load 0 Ib Deflection Ratio = L/666 Check Shear Vmax = 100 Ib (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 474 Ib >= Vmax Check Web Crippling Rmax = 100 Ib (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Web depth -to- thickness ratio > 200, STIFFENERS REQUIRED • • • Coto fraj 2 #4 H. IN TOP. BOND BM. SEE TYPICAL DETAILS. 8" CN U GROUTED SOLID w/ #5 @ 4—O V. # ' " & 2 #4 H. IN BOND BMS. @ 4' -0 "o /c #5 x 2' -0" @ 4' -0 "o /c EPDXY 6" INTO SLAB ON GRADE. 2 #4 H. IN BOND BM. @ BASE • • EN \ ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # 9 gc 0 qtr 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT s pc ' 4 2 DATE i ° 2-0 -4 SUBJECT /A/7W GCJ/ CIW U melds SHEET 7 OF J 6 BY Ojiyc. 7-3 to 13,5- 1 1/1 i&d/Q VW - S WelAt L,v1 r f 1d4e z j QP ‘13, 3 -/ S Z 0,4.6)(0, 994) 1 + 2 %z.0 p 2.5 16 s/ kTS7 0, 365 -4 (AJp (o r) ,/* 7 0, 3f3Sy(4)(?8) 2 21,/ r°J lz (A-s o a 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 LOCATION :— SHEET OF tf SDC - 42 NEW OPENINGS IN 8" CMU MASONRY LINTELS (SINGLE ANGLE) WITH SUPERIMPOSED LOADS (Vertical loads only) 2009 IBC / ACI 530 -08 / ASCE 5 -08 ! TMS 402 -08 ! AISC 360 -05 MASONRY WEIGHT = DESIGN OPENING = ANGLE SIZE :- L6X3- 112X5/16 INPUT 8.67 ft. VERTICAL ANGLE LEG= HORIZONTAL ANGLE LEG= ANGLE THICKNESS = ANGLE WEIGHT = Ix = sx = I__= A= x= Y= TOTAL MASONRY WT.= TOTAL ANGLE WT.= J= C= Ip = ter = fu= Fbl=f„ /1.4 = ANGLE DEFLECTION = U= L/600 = Maximum allowable deflection = ANGLE MOMENT = ANGLE fb = fblFbl= 1 - fu/Fbl = F1,2 (superimposed Toad) = MOMENT (superimposed) = P (superimposed) = P (superimposed) P (superimposed) = w (superimposed) = w (superimposed) = w (superimposed) = OUTPUT 6 in. 3 1/2 in. 5116 9.8 10.9 2.72 2.84 2.87 0.758 2.00 2539 85 0.0990 0.2010 24.5 46.30 26.01 18.58 0.155 673 in. pif in. 4 in.3 in.4 in 2 in. in. Ib. Ib. in.4 in.4 ksi ksi ksi ( Dead Load ) in. X600 —.OK E = 29000000 psi = 0.27 = POISSONS RATIO G = 11417323 = E/2(1+v) b = ANGLE LEG WIDTH MINUS HALF LEG THICKNESS t = ANGLE LEG THICKNESS L = ANGLE LENGTH = DESIGN OPENING (to ctr. of bearing) = SUM(b)t3/3 Ip = IX +I,, +A((x -t/2)2 + (OM C = SUM(b)3 t3/36 Fy = 36,000 psi Area of load to angle ' 60° Angles Sect. a LINTEL ANGLE (LLV) DESIGN OPENING = 8.67 ft. 0.173 in. 0.3 in. > 0.155 In. =• OK 45.13 kip -in. 16.59 ksl - OK <= Fb1 0.893 OK < 1.00 0.107 .LEFT FOR SUPERIMPOSED LOADS ksi (fu/1.7) ( Dead & Live Loads ) REMAINING MOMENT CAPACITY LIMITED BY STRESS LIMITED BY DEFLECTION CONTROUNG "P" • 15.30 4.452 0.171 0.252 0.171 OR 0.039 0.047 0.039 kips kips kips kips/ft. kips/ft. kips/ft. LIMITED BY STRESS LIMITED BY DEFLECTION CONTROLING "w" . CLR.OPENING CHOOSE EITHER THE POINT OR'UNIFORM Additional LOAD IN THE • 60 DEGREE TRIANGLE SHOWN ABOVE Ht. =7.51 ft. From : - March 1981 ASCE - Civil Engineering * NOTE :- The 2008 MSJC masonry code Section 1.13.3.1 & ACI 530 -08 /ASCE 5 -08/TMS 402 -08 all limit lintels supporting masonry to U600 for total load deflection. Older codes up to 2002 also specify a maximum deflection of 0.3 ".. 1/21/2011 ACI530-08 LINTEL Page 1 INPUT ==1 JOB # ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful SHEET / OF r-11/1" PROJECT : - SDC - 42 DESCRIPTION : - MASONRY WALL DESIGN Based on 2009 IBCIASCE 7 -05 /ACI 530.08 Section 3.2.5 Walls designed by this method "REQUIRE SPECIAL INSPE DESIGN DATA Masonry rm = Reinforcing steel Fy = q wind (ASD) design = q wind (ASD) parapet design = Out-of-Plane Forces Factor (Fpu) - Sds = Component importance factor Ip Parapet ap /Rp Parapet zlh = Fpu talc. _ Parapet Fpu max. _ Fpu min. = Parapet Fpu controls = WALL DATA Nominal wall thickness = CMU block is Jamb wall weight = Header wall weight = Total wall height = Clear wall design height = Left wall opening width = Left wall opening height = _ 8.00 ft Jamb width = 4.00 ft Right wall opening width = 0.00 ft. Right wall opening height = 0.00 ft. Opening (door) weight = 10 psi' Closed -end ASCE 7 -05 6.5.12.2.2 6.5.11.5 12.11.1 11.4.4 11.5.1 Tbl. 13.5 -1 13.3.1 `Ww (13.3 -1) `Ww (13.3 -2) `Ww (13.3 -3) `Ww (USD) 20.00 ft. 18.00 ft. K factor = 1 Is jamb solid grouted? = N Is wall Running or Slack bond? = R LOADING DATA Uniform Live Load = 0.0 p1f Uniform Dead Load = 0.0 p1f Load Ecc.from I.F.of wall = 0.00 In. * Concentrated Live Load = 0.0 lbs. Concentrated Dead Load = 0.0 lbs. Load Ecc.from I.F.of wall =( 0.00 in.' Concentrated load brg. width = 0.00 In. Concentric Live Load = _ 0.0 p1f Concentric Dead Load = 0.0 • If Is Live Load Floor,Roof or Snow? S Public Assembly, >100psf or Garage? N Does Roof Shed Snow? fd VERTICAL REBAR DATA Reber Size = Quantity of Rebar in jamb width a Rebar "d" _ #6 1 3.813 in. OUTPUT DATA As = As max. = Em = 0.900" fm = n = Es/Em = Out-of -Plane Forces Factor (Fpu) Wind Pressure = 0.31 sq.in. 1.11 sq.in. 1350 ksl 21.48 0.390 16.00 psf DESIGN DA A Actual net 7.525 In. "CMU° Unit Net Compressive Strength, (psi) Design fm (psir Using Type "S" Mortar 4800 3000 3750 2500 2800 2000 1000 1600 Required CMU Compressive strength = 1900psi Hollow CMU Block (60/50) Medium Weight (psf) W/ WALL OPENINGS Use only Type S mortar with this program Cl0Sdd+Qild$ lock Wall Thickness 8" 10" 12 CMU thickness d (EF) maximum Solid Grouted 98 124 16"o1c 63 , 80 94 24 "o /c 68 72 85 32"olc 65 88 80 40 "olc 53 68 77 48-o/c 45 64 Ungrouted 38 41 76 8 in. 8 in. 10 In. 12 In. 181n. 20 in. 2.81 in. 5.25 In. 7.26 in. 9.00 in. 13.00 in. 17.00 in. 63 p =As/bd = 0.0017 t (faceshell) = 1.250 in. t (webs) = 1.000 in. Jamb equiv. solid thickness = 3.301 In. JAMB NOT SOLID GROUTED JAMB Wt. = 78 psf HEADER Wt = 78 psf WALL Thk = 7.825 in. h, =6ft Opening WT. = 10 psf seismic opening width, = 6 ft. Jamb width = 4 ft opening width. = 0 ft. * + Ecc. = toward building interior WALL ELEVATION JAMB IS NOT SOLID GROUTED hit = 27.00 h/r = 98.1 np = 0.0360 k= 0.2348 j= 0.9217 PARAPET HEIGHT = 2 f TOTAL HEIGHT = 20 ft. 1 centerline fl = 0.0 f2 = 0.7 Ev = 0.2SosD = floor snow 0.199 D CLEAR HEIGHT = 18 ft nR= it 1 # 6 WALL CTR. NOTE: Noncontact splices MUST NOT be more than 5.8 Inches apart These bars require a lap of 28 inches minimum ACI 530 -08 Section 3.3.3.6 ACI 530-08 Section 1.8.2.2.1 USD Fpu = Cs Wp ASD 19 eAci/i As Is less than rho maximum therefore meets the requirements of ACI 530-05 Section 3.3.3.5 hit<=30 & fa<.2fm therefore meets the requirements of ACI 530-05 Section 3.3.6.4 The parapet portion of the wall design is adequate CMU wall 6:19 PM 1/20/2011 ACI530 -08 20091BC CMU WALL • • • JOB # 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 99136045.000 JOB NAME :- SHEET /0 OF * Rev. 6/25/04 FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. WALL STRONG BACK LOCATION: - Input cells = -- HSS TOP = 18.99 ft. 6x6 new o;• enin s in 8" CMU WALL HSS. STRONGBACK OPENING Conn. must occur between lst. conn. above top of door & ; ; floor (60" o/c max.) • Trial Sq. HSS size = 5X5X3/16 PROVIDED= 12.6 in .4 IREao.= 10.35 in 4 S PROVIDED = 5.03 in .3 SREaD.= 2.90 in .3 ACTUAL DEFLECTION a 1.27 in. ALLOWABLE DEFL.(12H/150) = 1.55 in. ft _ h3= hft= v z hft= hft= y 033 6.00 Duration factor = wind Toad = seismic Toad = lateral design Toad = T =C= T =C= MEXIST= MTUBE = ROOF ( Wall support ht. ) �- Hft= uPLF= 148 21.10 1276 735 6898 7346 strength psf psf psf # (conn.just above door) # (top connection) ( IN WALL HEIGHT "H" ) #-ft loading T max.= 1278 # @ WALL CONNS. V i x = 1428 it @ TS BASE CONN. WALL WITH HSS 5X5X3/16 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 5X5X3/16 weighs 11.97 plf Strongback 1/20/2011 Pagel STRBACK • • • Project: SDC 42 - strong -back for masonry Model: replacement for HSS 5x5x3/16 SECTION DESIGNATION: (2) 800S162 -54 (50) Boxed INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = OUTPUT PROPERTIES: 8.0000 in 1.6250 in 1.6250 in 0.5000 in 1.5000 in Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) 2007 NASPEC C Stud Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (box) Cross Sectional Area (A) Radius of Gyration (Rx) Section Properties, Weak Axis Gross Moment of Inertia (lyy) Radius of Gyration (Ry) Other Section Property Data Member Weight per Foot of Length Allowable Shear Force In Web (Unpunched) Allowable Shear Force In Web (Punched) Pao for use in Interaction Equation C5 -2 Warping Torsional Properties a Sxx(lip) (in ^3) (in ^3) 96.3 2.7803 Wn(1) (in ^2) 4.8900 Wn(2) (in ^2) 3.8700 Steel Thickness = Inside Corner Radius = Yield Stress, Fy = Fy With Cold -Work, Fya = Punchout Length = n (1)- o S t - Ste Wn(3) (in ^2) - 2.3592 Wn(4) (in ^2) 2.3592 Wn(5) (in ^2) - 3.8700 Location (1) and (6) are tip of compression and tension lip respectively Location (2) and (5) are flange /lip corner of compression and tension side respectively Location (3) and (4) are flange/web corner of compression and tension side respectively Date: 1/20/2011 0.0566 in 0.0849 in 50.0 ksi 50.0 ksi 4.0000 in 4.3087 in 11.1995 in ^4 2.4576 in^ 3 6131.82 Ft -Lb 4.0000 in 11.4714 in ^4 1.3391 in ^2 2.9269 in 2.5710 in ^4 1.3856 in 4.5566 Ib /ft 4182.56 Ib 4182.56 Ib 17196 Ib Wn(6) (in ^2) - 4.8900 • ENW • ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS S WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # 99/X 0 4 � PROJECT S 0 C " C.- DATE ) ' ZO - n SUBJECT [3/e/4'p74.r6 SHEET / Z_ OF ":77.11-ea' By &/ 132444 BAR GZuss- -iro,p SJ 06%) IM4c � KWI7Lb 8 ¢ - '1- se/fe 8)(4'Pe I f ✓v" 2 /4 4 W /%C l 0 ( y L H ;° �`+(�) z�4- /c WHO 1- 8+ `(E)it w H O fta9.1/y iatil✓ 1 j z 2)-(0' k/ _ 75-93 G.SF C 4 1,4.9 K 0°T-0-)49 • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 SDC - 42 grid 9 equivalent roof girder W24x68 Jan 27, 2011 t )j� %' 9:47 AM � j�Zib'Checked By: Hot Rolled Steel Design Parameters Fr car Label Shape Length... [ftl Lbzz[ft) Lcomp to. -- Lcomp bo... Kyy Kzz Cm -yy Cm -zz Cb y swayz sway Function M1 girder 27.792 8 Lateral Hot Rolled Steel Section Sets Label Shape Type 1 girder W24X68 1 Beam Design List Material Design Rules A [in21 lyy [in41 Izz [in41 J [in41 Wide Flange I A572 Gr.50 I Typical 1 20.1 1 70.4 1830 1 1.87 Hot Rolled Steel Properties Nu Therm (\1 E5 F) Densfirlkfft^3 Yield[ksi 1 A36 Gr.36 29000 11154 .3 .65 .49 36 3 A992 29000 11154 .3 .65 .49 50 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Joint Coordinates and Temperatures Y [ft Zitt Temp [F Detach From Diap... 1 N1 0 0 0 0 Reaction Member Primary Data Label I Joint J Joint K Joint Rotate(d...Section/Sha... Type N2 girder Design List Beam 1 Wide Flange Material Design R... A572 Gr.50 Typical Joint Boundary Conditions nt Label X [kfin Y [k/in Z Ik/iin X Rot.lk- ft/radl Y Rot[k- ft/radl Z Rot.[k -ft/rad Footin 1 N1 Reaction Reaction Reaction Reaction Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface (... 1 gravity None -1 4 1 Member Distributed Loads Member Label Direction Start Magnitud...End Magnitude[k/ft,deg] Start Location[ft, %] End Location[ft, %1 No Data to Print ... Member Point Loads (LC 1 gravity) Member Label Direction Maonitude[k.k -ft Location[ft.% 1 M1 Y -16.9 5.67 RISA -313 Version 9.0.1 [Q:1...\...199- 136045000 - SDC 42 \Calculations \Grid 9 girder loads D- E.r3d] Page 1 • • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 SDC - 42 grid 9 equivalent roof girder W24x68 Jan27,2011 lit 9:47 AM Checked By: Member Point Loads BLC 1: gravity) (Continued) Member Label Direction Maanitude[k, k -ft Location[ft.% 3 M1 Y -14.1 19 0 0 0 0 < E — :: > Load Combinations Description Solve 1 1 gravity Yes PD...SR... BLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC Factor Y 1 1 1 Load Combination Design 1 Description ASIF CD ABIF Service Hot Rolled Cold Form... Wood Concrete Mason Yes 1 Yes gravity 1 Yes 1 Yes Yes ry Footings Aluminum Yes Yes Joint Reactions (By Combination) LC Joint Label X [k Y [k Z [k MX f k -ft MY fk -t MZ [k -ft ' 1 1 N1 0 28.342 0 0 0 0 : :::: s ..2.,::. ::: 1:::: » >1 >;::........_ ?:: :. :: s::: :: ��`:2:<: ::: ::: :s: ::'. >: =: - :: ...........�(2.... .. ............ : :::: s : :: < :: : :<: :: €�............. :::::: :.:: :.,..;..: :i.g :; 31.,083.. ; : : : :: -; ::iii i s::s:::..::::: ::: :..:....1 }.... ;s::::: : : :: :: --: :: ::: : :] - : : :: ;"': . 0..........,.............. ::< :::;:;» :; ::: =:<= :<_:<= :<:: >::::... il........... "" ":::::::; :> :::s;::;:;<:: >:: ..............0.... >:: »:«<:;<:: 3 1 Totals: 0 60.301 0 ..:�...s {�}:;:::::::::::: :: � ......:......... ........:>�1\fF�i'i::::...:..: : :;:: :: ....... .. �+iFlf/,..;:; r,�. iti:'' :�i.......f� Y:i.: 5. "� {�} i.... :..�1Y•:'S ::S. > :::i +;...:...:: .....,..... ,.,,.. ,. Member Section Deflections LC Member Label Sec x [in] v [in] z [in] x Rotate[radl (n) Uy Ratio (n) Uz Ratio 1 1 M1 1 0 0 0 0 NC NC .................. 3 3 0 -.251 0 0 1326.063 NC 5 5 -.474 0 703.243 NC 7 7 0 3 0 0 518.61 NC 9 9 0 -.744 0 0 447.966 NC ............................. 11 11 0 -.768 0 0 434.461 NC 13 13 0 -.708 0 0 471.041 NC 15 15 0 -.571 0 0 583.684 NC 17 17 0 -.371 0 897.877 NC 19 19 0 -.129 0 0 2582.785 NC Member Section Forces LC Member Label Sec Axial [k' Shear [k' z Shear[k Tor que[k -ft l v -v Momerrt[k -..z -z Momenftk -... 1 1 M1 1 0 28.342 0 0 0 0 .. .::...:... ,::.:,:::..: ::.�::::.::::: .: , 0 #� ' -: 3 RISA -3D Version 9.0.1 [Q : \...\... \99- 136045000 - SDC 42 \Calculations\Grid 9 girder loads D- E.r3d] Page 2 Company Designer Job Number : Engineers Northwest Inc., PS : DML : 99136045 SDC - 42 grid 9 equivalent roof girder W24x68 Jan 27, 2011 9 :47 AM Checked By: vq140 Member Section Forces (Continued) LC Member Label Sec Axial[k] y Shear[k] 3 3 0 28.142 z Shear[k] Torque[k-ftl y -y Moment[k -..z-z Moment[k -... 0 0 0 -82.62 ..... ................. 5 0 11.042 0 0 0 - 161.598 7 9 7 0 10.842 0 0 0 - 193.607 O 14 ...,.........'i {i 11 9 0 10.642 0 0 0 - 225.031 2 ........::.. 11 0 -6.058 0 0 0 - 240.076 13 13 0 -6.259 0 0 0 - 222.06 15 15 0 - 20.559 0 0 0 - 182.617 17 16 17 - 20.759 0 0 Z4•72.: - 122.181 19 19 0 - 31.859 3 53':''': 0 0 0 - 46.674 Member MSC 360 -05: ASD Steel Code Checks LC Member Shape 1 11 1 M1 UC Max W24X681 .579 .M Loc[ft ] Shear ... Loc[ft DirPnc /o... Pnt/om...Mnyy /o..nzz/o... Cb Eqn 13.896 .181 27.7921 y 95.1391601.796 161.128 422.042 1 1H1 -1b RISA -3D Version 9.0.1 [Q :\... \...\99- 136045000 - SDC 421Calculations\Grid 9 girder loads D- E.r3d] Page 3 • 283 I 2B3 I lib 2B3 /Wm, 28: 3 NI MAR< 2B1 E m N W3Ox99 30 SIZE W21 x44 m N W3O NUMBER 0 16'N " m EL-1 N N 62" ONC. SLAB ON 18GA. W2 FOR LOK DECK 7 W3C VSP - OPtics 8719 Commerce Place Drive NE LACEY, WASHINGTON Title : Sabey Data Center - 80C-42 Dsgnr. Project Desc.: EXISTING DATA CENTER - TI WITH NEW MECHANICAUGENEf Job # 99136045 7/o4 Project Notes : 00946 s &,fiee't 6� .................... Printed: 27 JAN 2011, 10:03AM :2DC4 sts 040i CAt, 0::19$3 ?I Ver: O; 4,,. i�t1♦:i :.:t�. .. .{ 23i�l 7iFW::?:? :.................... ::!:::::•i!i.•t :i!!2t;: ?'�i:Sii •i::: ?iii:!., �. FX� l S ........ .:.........:................... ..::::: :::,...::::.,....... ... :, ::.... i?� ��:� �: �::.. ice!' & ?i�?fi�Y.� ................... Description : ......................... >I�rialrF SDC -42 EXISTING W27X84 WITH SAW CUT OPENINGS Calculations per IBC 2008, CBC 2007, 13th AISC I' Analysis Method : Allowable Stress Design Beam Bracing : Beam is Fully Braced against lateral- torsion buckling by attached sk Load Combination 2006 IBC & ASCE 7 -05 Fy : Steel Yield : 50.0 ksi E: Modulus : 29, 000.0 ksi Composite Beam Section Data Total Slab Thickness 6.50 in Effective Width 3.468 ft Metal Deck .. . Ribs : Parallel 3.468 ft 1 W27X84 Beam is UNSHORED for Concrete Placement Concrete fc Concrete Density Rib Height Rib Spacing 3.0 ksi 145.0 pcf 2.0 in 12.0 in Stud Diameter Qn : Stud Capacity Top Width Btm Width 3/4" in 11.0k 5.0 in 5.0 in Appli{±e t l o'ad Load(s) for Span Number 1 Point Load : D = 20.480 k @ 9.250 ft, Applied before curing & not removed Point Load : D =1.150 k @ 12.50 ft, Applied before curing & not removed Point Load : D =16.0 k @ 18.50 ft, Applied before curing & not removed Point Load : D = 1.150 k @ 24.50 ft, Applied before curing & not removed Uniform Load : D = 0.20 ksf, Extent =12.50 -» 24.50 ft, Tributary Width = 1.0 ft, Applied after curing Point Load : L = 32.0 k @ 9.250 ft, Applied after curing Point Load : L = 1.790 k @ 12.50 ft, Applied after curing Point Load : L = 25.10 k @ 18.50 ft, Applied after curing Point Load : L = 1.794 k @ 24.50 ft, Applied after curing Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = Section used for this span Percent Composite Action Construction Mu : Applied 185.74 Mn / Omega : Allowabk 608.78 Load Combination After Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio 0.633: 1 W27X84 100 % Alter Curing 298.32 k -ft 908.61 k -ft Curing : +D+L+H 9.290ft Span # 1 0.282 in 0.000 in 1202 0.618 in 0.000 in 548 Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn /Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Dosi 0.142: 1 W27X84 52.339 k 367.72 k span 1 0.0 ft Span # 1 From Support 1 @ to 9.29 ft use 52 studs. From 9.29 ft to Support 2 use 52 studs. 0115: Load Comb & Design Length Max Stress Ratios Span # M V Bending Summary Ma -Const MnStl / Omega Ma- NonConst MnTr / Omega Shear Summary Va Vn / Omega VSP - OPtics 8719 Commerce Place Drive NE LACEY, WASHINGTON ............ ............................::. Title : Sabey Data Center - SDC -42 Job # 99136045 t VOitt Dsgnr. Project Desc.: EXISTING DATA CENTER - Tt WITH NEW MECHANICAUGENEI Project Notes : Ported: 27 JAN 2011,10:03AM .{{�1•��)}��[�y�y....................... <::i4:•rp.iv:Ji: ?:. �.::r:.; }:•: i::•:::. �::::..:v::.•. �:: v..... : :r :r...:..� :.:: ::: ::.........:::::: •.�r..�::::. �:. �::: is ii:U:!.iiiii::ti4 }:: �.; :; r: _,, �.�... Description : SDC -42 EXISTING W27X84 WITH SAW CUT OPENINGS Load Comb & Design Length Span # Max Stress Ratios M V Ma -Const MnStl / Omega Ma- NonConst MnTr / Omega Bending Summary Span L = 28.25 ft 1 0.305 0.055 185.82 608.78 908.61 1 DL on StIBm After Curing Span L = 28.25 ft 1 0.305 0.055 185.82 608.78 908.61 After Curing : +D Span L = 28.25 ft 1 0.314 0.057 184.55 608.78 10.21 908.61 After Curing : +D +L +H Span L = 28.25 ft 1 0.633 0.142 185.74 608.78 298.32 908.61 After Curing : +D +Lr +H Span L = 28.25 ft 1 0.314 0.057 184.55 608.78 10.21 908.61 After Curing : +D+0.750Lr+0.750L +H Span L = 28.25 ft 1 0.553 0.121 185.74 608.78 225.66 908.61 i ut zi]> on : ;:.. ; s:: >:::: >:: ::; ; _ >; » >:: •::::r:<;:: .�lan�. �;. mad: ��vnnl�i tnatwn; �.. ...t�nfiact�Fed.k,i���d�.::..::: Shear Summary Va Vn / Omega 20.09 367.72 20.09 367.72 20.92 367.72 52.34 367.72 20.92 367.72 44.48 367.72 • Load Combination DL on Steel Alone BEFORE Curing DL on Steel Alone BEFORE Curing DL on Steel Alone AFTER Curing DL on Steel Alone AFTER Curing After Curing : D after + L +S After Curing : D after L +S After Curing : D after + Lr + L After Curing : D after + Lr + L After Curing : D after + L + S After Curing : D after+ L + S After Curing : D after + L + W + S After Curing : D after + L + W + S After Curing : D after + L + S + W After Curing : D after + L + S + W After Curing : D after + L + S + E After Curing : D after + L + S + E Cat F1 T[# 6 ids >1 ea 113 Location Dead Load Defl Dead Load Deft Const Loads Non -Dead Total Span in Span Before Curing After Curing Net Defl Load Defl Deflection Ixx - Used Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward 14.030 0.3251 0.000 0.000 0.000 0.326 5,144.85 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 14.030 0.3251 0.011 0.336 0.000 0.336 5,144.85 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 14.030 0.3251 0.011 0.336 0.282 0.618 5,144.85 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 14.030 0.3251 0.011 0.336 0.282 0.618 5,144.85 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 14.030 0.3251 0.011 0.336 0.282 0.618 5,144.85 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 14.030 0.3251 0.011 0.336 0.282 0.618 5,144.85 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 14.030 0.3251 0.011 0.336 0.282 0.618 5,144.85 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 14.030 0.3251 0.011 0.336 0.282 0.618 5,144.85 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 Support notation : Far left is #1 Load Combination Overall MAXimum DL Applied Before Curing Lr+L +S (Dbc -Dra +Dac) + Lr + L (Dbc- Dra+Dac) + L + S (Dbc-Dra+Dac) + L + W + S/2 (Dbc-Dra +Dac) + L + S + W/2 (Dbc -Dra +Dac) + L + S + E/1.4 Support 1 ';MYt 52.339 20.090 31.421 52.339 52.339 52.339 52.339 52.339 Support 2 49.525 18.690 29.263 49.525 49.525 49.525 49.525 49.525 Depth Web Thick Flange Width Flange Thick Area Weight 26.700 in • 0.460 in • 10.000 in • 0.640 in 24.800 in ^2 • 84.419 plf osite Section i o e Ixx Sxx Rxx Zx = 2,850.00 in"4 I w = 106.000 in^4 = 213.00 in "3 S yy = 21.200 inA3 = 10.700 in R yy = 2.070 in = 244.000 in "3 Zy = 33.200 in "3 J = 2.810 in "4 Span Number Plastic N. A. Location Span 1 Analysis % Shear Plastic N.A. Sum Qn # Studs per Mn - Capacity Moment of Inertia Type Connection from Bottom Shear (k) 1/2 Span k -ft ISteel I -Trans I -Lwr Bound PNA in Web 100.0 25.320 565.978 52 1,517.38 2,850.0 6,494.0 5,144.8 PNA in Web 95.0 26.053 537.679 49 1,437.31 2,850.0 6,494.0 5,099.3 PNA in Flange 90.0 26.093 509.380 47 1,318.47 2,850.0 6,494.0 5,048.9 PNA in Flange 85.0 26.127 481.081 44 1,226.50 2,850.0 6,494.0 4,993.2 PNA in Flange 80.0 26.161 452.782 42 1,137.33 2,850.0 6,494.0 4,932.1 PNA in Flange 75.0 26.194 424.483 39 1,050.82 2,850.0 6,494.0 4,865.2 Steel Alone is Min 70.0 26.228 396.184 37 1,016.67 2,850.0 6,494.0 4,792.0 Steel Alone is Min 65.0 26.262 367.885 34 1,016.67 2,850.0 6,494.0 4,712.4 Steel Alone is Min 60.0 26.296 339.587 31 1,016.67 2,850.0 6,494.0 4,625.8 • • VSP - OPtics 8719 Commerce Place Drive NE LACEY, WASHINGTON • Title : Sabey Data Center - SDC -42 Job # 99136045 Iy /PO Dsgnr: _ Project Desc.: EXISTING DATA CENTER - TI WITH NEW MECHANICAUGENEI Project Notes : sl. i” "s11 149 Printed: 27 JAN 2011,10:03AM :,::t.. - - - Et:`: si:: #C„ : ... ....... :•:. �:;::::::,:::..:::::..:..::.::::.::: �:::<:;,>: a; r•.': �> is3 ;i`i:'it ?��i %tii2a:�'i�'aii'�:� )41si „tf�`.�.��a,..:3:!•�%'•!ib :... r! Description : SDC -42 EXISTING W27X84 WITH SAW CUT OPENINGS C4t11AS $tt �. _. .. Span Number Plastic N. A. Location Steel Alone is Min Steel Alone is Min Steel Alone is Min Steel Alone is Min Steel Alone is Min Analysis % Shear Plastic N.A. Sum Qn # Studs per Mn - Capacity Type Connection from Bottom Shear (k) 1/2 Span k -ft Moment of Inertia ISteel I -Trans I-Lwr Bound 45.0 26.397 254.690 24 1,016.6/ 2,850.0 6,494.0 4,319.8 40.0 26.430 226.391 21 1,016.67 2,850.0 6,494.0 4,200.8 35.0 26.464 198.092 19 1,016.67 2,850.0 6,494.0 4,072.4 30.0 26.498 169.793 16 1,016.67 2,850.0 6,494.0 3,933.9 25.0 26.531 141.494 13 1,016.67 2,850.0 6,494.0 3,784.7 Ot e ENW • ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 5226698 PROJECT # PROJECT DATE SUBJECT SHEET OF BY M C 1-14Jfc1 L vi c Ts • ........................ ;:..tr"""'" " "' =..r."-X::::. - fe.:1:41.1;'...&'...."?....::::,."' ,44."'",..."'1.,........: ....: 1..;,.::iiir .4.." ,..:-.:: 01 : 4 4 i £ 3 h 1 i E, ._._3 I h •:;:i 3 k ..:r. ...:-. 4 h I v...8 ..go. 4 4...........! ,.., Is 3 i 4 '. ...9.1 t i•-.„1– ., .s....i. 4 1" 1 14 1 i t.- -..i ''';•P .1:1 11 ii: ...:::4:2V ■.:"., 11 t• ?.. :.:.:. f- -: ? 4 g : • ,, :::: Plan View co 3o4ss--4---20Q _!-",•4 _i: 1. : li 5_ f.ii'25 ,)1„ „ .•';:11 Pi fi fl.T ` Pi, r -..-----------,,--------- i'M ------ ..„..g..... 2 $ : ::: v. A - .1 . ii----1 :..4-•.-4 ii •,::: i..£ £ : iP ..1 : 1 :1 ; 1 0 41 0 1 1 4 ..1- 74 ill 1... 1 0 -4£ :2I 1 I 1 :; 0 :} 1 :- f•:!'i L. A 0 ::'$----i ii £ I k II' 1 RA , ig i' • ;. :......... : ../. 1:;• A.::5 :.Z ;0 I 0 - I 1313,zS ■, 1 ,1 :0 8 0 11 .'' -1 --;! 1 A 1 - ' 5 2 1?:i 0 I :;,„„ 1 :0 i f 4 i-__1......:8 I $ £ 511-mt-' 4:: 0 -I !A 1 !I 0 03 1.; 1 A-44 k-i4 g 0 0 , : 4:1 it h I I 3 3 1 ill° 11 •P.1-4 ..:3-. .0 r : :.1 n 0 0 1 i ' - ;1 • - 1.441.1-44 • 4. - 3.,. 6 1 1 -----i- "rf 1 S11001g 44itt ---11-------- 0) "ss ------i— ---------- ------ CC') -A ----- — -- ---4 ..e4 ....., Skk v4 I 4-6 9-)1 134 I 61 I I ,... 23i g76132 • ENWENGINEERS NORTHWEST, INC., P.S. ' STRUCTURAL ENGINEERS q A 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 PROJECT # la d 13(p O45 PROJECTC DATE 1-26-11 SUBJECT AI / HANDLE U)l / Ts SHEET OF'Wi BY OM L. 141/0 - S O f il1C. 2 VO0 (13)(24.33) 2 7.S F ftx 04416✓ -: ok (4.s.D.) "�cc C VZ 8 " ipe s 0 n'h )(ii. k, ft Di. z A6 (2.4-)01-.3 ) 2 /06 <//O (it r ok'se ,4 (33 )(03z). (1 0.4 3 `1 86,e, . 6.5-6 iiu s 0,321 k LF M A-sc. m,.6214 L'A'( L a 4-� O•G(2',0vc) SQ 24.33' Mpg( Dle ‘,..-1.-.60# fix • Isar ,Srfr z .31� (as c ,,37 (o q ,� st j,� ./m GGH t CP 2` 8 C{!✓zi iC 0„, /bra AIL p02m/&Cic wA000 = 36 fly F 3- so; ok • ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT# £cl (36044 PROJECT S c 4 Z DATE 1'6-to SUBJECT SHEET (3 Ora BY D91/(.... £ Jr 3'a` FL00a - �Z Ca✓c/6 S LA) GG, S P.s r. 18 fe/WVA ,sUL1-1- . 1 O w zi xYge'D ` -rt- 4, .SPrtbem L rt _ 2, (9 Gt c. - I, 8 /rad z ,. Af. Po.o Psi (D63,G,i w X99 6-141/6-1-; galiF 0L.. Q•v�R — 2, . ear 1?NCS! o 043 (IL • 2, 0.. r8o, 14sr6No - 2.S 0113 K.3rE'K�b��f, ,2 5,44601 Cr/Z f/iar = 1. 0 CJ14, 2 MI $ t- 0L co z 3. 2,0. 0 -AlT,l F- Jaw dpi ? 3O •, Wm, fit.; 5141/ Sing • • STEEL ROOF DECK VERCO HSB -36 - 1 -1/2" HIGH X 36" WIDE X 18GAGE GALVANIZED STEEL ROOF DECK. CONFORM WITH ASTM A653 SQ GRADE 33, MINIMUM YIELD 38 KSI WITH G60 GALVANIZED COATING. MATERIALS AND INSTALLATION SHALL ALSO CONFORM WITH ICBO REPORT 2078P. `E ARCH. FOR PRIME PAINT REQUIREMENTS. MINIMUM EFFECTIVE FUSION AREA OF PUDDLE DS MUST BE 3/8" BY 1" OR 1/2" DIAMETER. SEAM WELDS MUST BE A MINIMUM OF 1- 2". COMPLY WITH AWS D1.3. USE NO CONCRETE CONTAINING ADMIXTURES OF CHLORIDE OR CHLORIDE SALTS ON ROOF DECK. OTHER ROOF DECKS AND ATTACHMENT PATTERNS MAY BE CONSIDERED PROVIDED THEY HAVE AN EQUIVALENT DIAPHRAGM STRENGTH AND STIFFNESS AND GRAVITY LOAD CAPACITY. 0-'4 (4' • • 7080 1. 5 4•7• SIDE C 94 SIDE MSS LDS (IJCLIDI440 STEEL Rua (4407 5101444) - 57 ARCIICMLL) O Orr • 0W...� e a»vu MMILA `V O 0 0 R I Pk MD LAS 7077 LAS ' SOS 1/0• Rugs W 0 NIOM SIDE D 9 NOTE 1. 48' CLEARANCE REQUIRED FOR DISCHARGE AIR FROM FANS. 2. 36' CLEARANCE REQUIRED FOR INLET AIR AND SERVICE ON ALL SIDES. 3. THIS IS AN ASSEMBLY DRAWING. CHILLER MODULES ARE SHIPPED INDIVIDUALLY AND ASSEMBLED ON SITE. 4. WATER PIPING CONNECTION MAY BE ON EITHER SIDE ' B' OR ' D' SPECIFY WHEN ORDERING. SIDE A NOTES. 1. POWER INTO BOTTOM OF DISTRIBUTION PANEL. 2. POWER DISTRIBUTION PANEL NOT SIZED FOR SYSTEM DISCONNECT. UNIT DISCONNECT TO BE PROVIDED AND INSTALLED REMOTELY BY CONTRACTOR. ARCTICXILL DII40 �,� 141I10E. THIS DRAWING MO 1Df >Ea w7ID1ED MD a THE LLLE PlD1CRTf T !DD PUBS 114 A4D IS MT 10 1K Known F@ 105 0521IDR3Al USE OIL7. W E04SIDERA71D1 DT T[ LOAN 14 7100 DIDWDa INC RORRItaI PROOTEC ARID ROM 1114E 77 SHALL NOT DE JCL CRILD. LE441 OR 01)■4/110 DISP@l1 DI 107311? OR 7..I6C1Lr. 4U1 W. 4DR an PLDPDII 'riot TRW Mt 1410tH 11 a PRDWI0014 TITLE: PROCESS 360 TON AIR COOLED MANHATTAN CHILLER SYSTEM ENGINEER: CUSTOMER: JOB: MODEL: DRAWN BY: CW I REV: I REV BY: DATE: 04/14/08 (SCALE: NTS DWG# C1 -A FILE PATH: ACADDWGS \ PROCESS \PACVMV \PACVMV360 \ DUAL \460 \ CABINET \36DT❑N 6C ®' NEL ® MAI ®' MIL ® ®' 4001 NM I L 1 __ .1 __ __ r _,. r _ SIDE A NOTES. 1. POWER INTO BOTTOM OF DISTRIBUTION PANEL. 2. POWER DISTRIBUTION PANEL NOT SIZED FOR SYSTEM DISCONNECT. UNIT DISCONNECT TO BE PROVIDED AND INSTALLED REMOTELY BY CONTRACTOR. ARCTICXILL DII40 �,� 141I10E. THIS DRAWING MO 1Df >Ea w7ID1ED MD a THE LLLE PlD1CRTf T !DD PUBS 114 A4D IS MT 10 1K Known F@ 105 0521IDR3Al USE OIL7. W E04SIDERA71D1 DT T[ LOAN 14 7100 DIDWDa INC RORRItaI PROOTEC ARID ROM 1114E 77 SHALL NOT DE JCL CRILD. LE441 OR 01)■4/110 DISP@l1 DI 107311? OR 7..I6C1Lr. 4U1 W. 4DR an PLDPDII 'riot TRW Mt 1410tH 11 a PRDWI0014 TITLE: PROCESS 360 TON AIR COOLED MANHATTAN CHILLER SYSTEM ENGINEER: CUSTOMER: JOB: MODEL: DRAWN BY: CW I REV: I REV BY: DATE: 04/14/08 (SCALE: NTS DWG# C1 -A FILE PATH: ACADDWGS \ PROCESS \PACVMV \PACVMV360 \ DUAL \460 \ CABINET \36DT❑N 6C ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS • 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 9 9 / >4 04-r PROJECT S OC - DATE / -11-17 SHEET 62._OF BY aik-1 SUBJECT o 33,60 oft 3713" 14 z 33 2, 41-4-3kcr /iii r9 ..3 z accs" fs :/OD ( 6.10)z- 83 4,4s •W‘ iOtSr( D. ) ) 2 01 LAU- Ce 111.1F (13:)) 1' )1, -9. t -i 7t-- 1(,--' Myr-4.)tog,3" 1 rz_Gv x p it\ EN'S\T ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 1 C %6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # 9 91 ., j 0 4 PROJECT V r/ a - 4 2- DATE / -/7-17 SHEET 1 OF f`-y\ BY a //" t. SUBJECT 33,00 ti • s 0 'z 33 ¢4 -3kc,C 43.t 6.3 z 3, Co S- . /0-o (. 3, y . 8 3 4,46 G1/41s.z :91,s7( b. 3) Guo- ,. ;2 C))): 4eyf, T cpJ I ,� U3b,CQ9:'f • EN T ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS /686699 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT # y °9 b60 Y i PROJECT SO C. 4. DATE /—Q 6o SUBJECT .13t& 1/ L 0 *. -- ,)'r. W Z / JC 4P14 SHEET ON-0/ 'r t.,2./ ?c its P — 8OPsF LA_ —125 PW WLZ ,044. FIN tqA16 BY 1 K ; 2 ¢.1 1(v Ova', ti 2 , Pis t U L 0 4 4 - O . 8 FaI /7 1.4110,40 .5" wy1 ► — /0,0 esP �y g 71119. tat r 30. ADS-, thxbi 1,2 • ENENGINEERS NORTHWEST, INC., P.S. ^ STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 522-6698 (� PROTECT # J J 13 ip O f S PROJECT S OC 42 DATE / 6-0) SUBJECT +'fit k v4O e ➢`�/J r W 2:4- SHEET OF 1 (JW" BY 4-1.5c-i)77.? . I. 43468 2. 3, _ 'nti /s' y D`1... L (60/a P /rt . _ 8 /za r ' 0, 3.9 U - l: , 77 a ,vat - C y 6S if,= IA.) - 0•(033 foST[.L , C6/ VSP - OPtics 8719 Commerce Place Drive NE LACEY, WASHINGTON Title : Sabey Data Center - SDC-42 Job # 99136045 /A Dsgnr: Project Desc.: EXISTING DATA CENTER - TI WITH NEW MECHANICAUGENEI Project Notes : Printed: 7 JAN 2011, 10:27AM 45i3b(i 42\C ilafionsisde,42 ec a L INU` i91 2O Vet• 6 f Z4t 2 ! ....,:o::• {.;...;q: ff+y::,. +..ir.:`: "..ff : +.+ f.. :.. ff ..fi :•x {..`:::; »x. .+ r ..... . fr r!. +:r "siiti`t ".i rit.`:::r:.. .uf. <..r r: f'; ':,::::,::.u::.: OR: . y;G ([� tt��..,. {. +f.i ::r +/ fifer {.,:fF . f+ .r..,: /rrr•;nf•:.FI % % »::::. +.r, .f: :: +ir: fr.x•r. ::fi.:f ::' +r. r•;i: n! .if...: f•::• /! % ?rffif:r. {J.! /+ •: /: �,,�," i SS�I.?:.•:,i rfn:.•ri r•r�i ra +�•:::•:•..f.r.•,: < + :.•• +; fr + +r�frrr•.arn:frc: +i rfi��•: rfrr.� +�.rinf .:lf�l: nlrl.? fl�f�:••.: +f:'Fi /fh::fi % /rr..:! F.: +r::. ��:�:� SDC -42 EXISTING W27X84 WITH SAW CUT OPENINGS mat riataroprt�es:: Analysis Method : Allowable Stress Design Beam Bracing : Beam is Fully Braced against lateral- torsion buckling. by attached sly Load Combination 2006 IBC & ASCE 7 -05 Fy : Steel Yield : 50.0 ksi E: Modulus : 29, 000.0 ksi Composite Beam Section Data Total Slab Thickness 6.50 in Effective Width 3.468 ft Metal Deck... Ribs : Parallel Calculations per IBC 2006, CBC 2007, 13th AISC 1 3.468E W27X84 Beam is UNSHORED for Concrete Placement Concrete fc Concrete Density Rib Height Rib Spacing 3.0 ksi 145.0 pcf 2.0 in 12.0 in Stud Diameter Qn : Stud Capacity Top Width Btm Width 3/4" in 11.Ok 5.0 in 5.0 in • AppliedLoai Load(s) for Span Number 1 Point Load : D = 20.480 k @ 9.250 ft, Applied before curing & not removed Point Load : D =1.150 k @ 12.50 ft, Applied before curing & not removed Point Load : D =16.0 k @ 18.50 ft, Applied before curing & not removed Point Load : D = 1.150 k @ 24.50 ft, Applied before curing & not removed Uniform Load : D = 0.20 ksf, Extent = 12.50 -» 24.50 ft, Tributary Width =1.0 ft, Applied after curing Point Load : L = 32.0 k c@ 9.250 ft, Applied after curing Point Load : L = 1.790 k @ 12.50 ft, Applied after curing Point Load : L = 25.10 k @ 18.50 ft, Applied after curing Point Load : L = 1.794 k kb 24.50 ft. Applied after curing Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = Section used for this span Percent Composite Action Construction Mu : Applied 185.74 Mn / Omega : Allowable 608.78 Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio Sere ar .... Stud €Re wrmen ::::: :::.::::::: From Support 1 @ to 9.29 ft use 52 studs. From 9.29 ft to Support 2 use 52 studs. axtftluiwrorceS'$F Str esses,, OF 0.633: 1 W27X84 100 % After Curing 298.32 k -ft 908.61 k -ft After Curing : +D+L+H 9.290 ft Span # 1 0.282 in 0.000 in 1202 0.618 in 0.000 in 548 Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn /Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.142: 1 W27X84 52.339 k 367.72 k span 1 0.0 ft Span # 1 ia.Rtt7t.ltdtii7i,ile Load Comb & Design Length Span # Max Stress Ratios Bending Summary M V Ma -Const MnStl / Omega Ma- NonConst MnTr / Omega Shear Summary Va Vn / Omega VSP - OPtics 8719 Commerce Place Drive NE LACEY, WASHINGTON Title : Sabey Data Center - SDC -42 Job # 99136045 LYKtifit Dsgnr. Project Desc.: EXISTING DATA CENTER - TI WITH NEW MECHANICAUGENEf Project Notes : olo z':5aE±r ji199?13 : 1f.:! F??r' f•.+ f.?}? f.< Y::': j::+'+ F++£? riv? r?: :f:ryf:r:f::::�ni'Fii• ?'.:J ?ryi : frr ?mxF yq': :+i/!+ffr ?: ?Ff :+i:9:: :.w F ?r: ,ry: ?. -.:+ { � /; ?�C�,(� ( ��yJ�y��` S��}} y:;% �/:./:, .af: +:. <?y�. /.,.;fff�. +r,�f /f.. fn } }fFfF }�' } :fi /�F.ff /:.. + :. ���!: + }. +Ff : : ?':rf!fr � �.. f. f} if / /fi?fir.6•rfff./�;:`' {, % %i! / }F }�'. �>'Y /..'•'1.)`�.;(.� +{}�{ %t>:1�i ># JT: ��FF�V .R�r(Slf7.{iSFA:.v:.�fFfi: % +iillfJ:i:l•: ff. f is �fF % /� /fFii 4: ✓ffi�Ji: J�i:•f.'F. :fJ.•Y.':: ?•� }f : ?'ff.�� �f�:�� Ff! / /fFfiii'ffflffl iiiii��� %/ if lf�f�Y.•ii:•'lf: m� FT� Description : SDC -42 EXISTING W27X84 WITH SAW CUT OPENINGS Load Comb & Design Length Max Stress Ratios Bending Summary Printed: 7 JAN 2011, 10:27AM Span # M V Ma -Const MnStl / Omega Ma- NonConst MnTr / Omega Shear Summary Va Vn / Omega Span L = 28.25 ft 1 1 DL on StIBm After Curing Span L = 28.25 ft 1 After Curing : +D Span L = 28.25 ft 1 After Curing : +D +L +H Span L = 28.25 ft 1 After Curing : +D +Lr +H Span L = 28.25 ft 1 After Curing : +D+0.750Lr+0.750L +H Span L = 28.25 ft 1 '!V [?af eons for•Load COmainator1 s ... Unfa tored Load$. 0.305 0.055 185.82 608.78 0.305 0.055 185.82 608.78 908.61 0.314 0.057 184.55 608.78 10.21 908.61 0.633 0.142 185.74 608.78 298.32 908.61 0.314 0.057 184.55 608.78 10.21 908.61 0.553 0.121 185.74 608.78 225.66 908.61 908.61 20.09 367.72 20.09 367.72 20.92 367.72 52.34 367.72 20.92 367.72 44.48 367.72 • Load Combination DL on Steel Alone BEFORE Curing DL on Steel Alone BEFORE Curing DL on Steel Alone AFTER Curing DL on Steel Alone AFTER Curing After Curing : D after + L +S After Curing : D after + L +S After Curing : D after + Lr + L After Curing : D after + Lr + L After Curing : D after + L + S After Curing : D after + L + S After Curing : D after + L + W + S After Curing : Dafter+ L +W +S After Curing : D after + L + S + W After Curing : D after + L + S + W After Curing : D after + L + S + E After Curing : D after + L + S + E Location Dead Load Defl Dead Load Defl Const Loads Non -Dead Total Span in Span Before Curing After Curing Net Defl Load Defl Deflection Ixx - Used Upward 1 14.030 0.3251 0.000 0.000 0.000 0.325 5,144.85 Downward 1 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 Upward 1 14.030 0.3251 0.011 0.336 0.000 0.336 5,144.85 Downward 1 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 Upward 1 14.030 0.3251 0.011 0.336 0.282 0.618 5,144.85 Downward 1 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 Upward 1 14.030 0.3251 0.011 0.336 0.282 0.618 5,144.85 Downward 1 0.000 0.0000 0.000 0.000 0 -000 0.000 5,144.85 Upward 1 14.030 0.3251 0.011 0.336 0.282 0.618 5,144.85 Downward 1 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 Upward 1 14.030 0.3251 0.011 0.336 0.282 0.618 5,144.85 Downward 1 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 Upward 1 14.030 0.3251 0.011 0.336 0.282 0.618 5,144.85 Downward 1 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 Upward 1 14.030 0.3251 0.011 0.336 0.282 0.618 5,144.85 Downward 1 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 Support notation : Far left is #1 ...... morn.:::::: .: ai.::: a.:::: ons..::,nfa .::...: :...::. Load Combination Support 1 Support 2 Overall MAXimum DL Applied Before Curing Lr +L +S (Dbc -Dra +Dac) + Lr + L (Dbc-Dra +Dac) + L + S (Dbc -Dra +Dac) + L + W + S/2 (Dbc -Dra +Dac) + L + S + W/2 (Dbc -Dra +Dac) + L + S + E/1.4 52.339 20.090 31.421 52.339 52.339 52.339 52.339 52.339 giT?Qperfes IN 7 Depth = 26.700 in Web Thick = 0.460 in Flange Width = 10.000 in Flange Thick = 0.640 in Area = 24.800 in ^2 Weight ............................. = 84.419 plf 49.525 18.690 29.263 49.525 49.525 49.525 49.525 49.525 «Ca mt s to S ct or .100 I: I xx = 2,850.00 inA4 I yy S xx = 213.00 iO3 S yy R xx = 10.700 in R yy Zx = 244.000 inA3 Zy J 106.000 inn4 21.200 inA3 2.070 in 33.200 inA3 2.810 in ^4 Span Number Analysis % Shear Plastic NA. Sum Qn # Studs per Mn - Capacity Moment of Inertia Plastic N. A. Location Type Connection from Bottom Shear (k) 1/2 Span k -ft I -Steel I -Trans I -Lwr Bound Span 1 PNA in Web 100.0 25.320 565.978 52 1,517.38 2,850.0 6,494.0 5,144.8 PNA in Web 95.0 26.053 537.679 49 1,437.31 2,850.0 6,494.0 5,099.3 PNA in Flange 90.0 26.093 509.380 47 1,318.47 2,850.0 6,494.0 5,048.9 PNA in Flange 85.0 26.127 481.081 44 1226.50 2,850.0 6,494.0 4,993.2 PNA in Flange 80.0 26.161 452.782 42 1,137.33 2,850.0 6,494.0 4,932.1 PNA in Flange 75.0 26.194 424.483 39 1,050.82 2,850.0 6,494.0 4,865.2 Steel Alone is Min 70.0 26.228 396.184 37 1,016.67 2,850.0 6,494.0 4,792.0 Steel Alone is Min 65.0 26.262 367.885 34 1,016.67 2,850.0 6,494.0 4,712 -4 Steel Alone is Min 60.0 26.296 339.587 31 1,016.67 2,850.0 6,494.0 4,625.8 VSP - OPtics 8719 Commerce Place Drive NE LACEY, WASHINGTON 31:1;•1`: ��f�' Description : SIS�Il1>. Title : Sabey Data Center - SDC-42 Job # 99136045 C Dsgnr: Project Desc.: EXISTING DATA CENTER - TI WITH NEW MECHANICAUGENEI Project Notes : Printed: 7 JAN 2011,10:27AM 441 S➢C:440*0.la�onstsdc -4:e 41t 11JG 1910400.W Atertitl. 4 �i; %F t %'�: /�F /F.. f. f.??%% : r ri j. +r,x•f ' FFFr /r.0 �L% %; +?f:u. /r % ri ur /l ? %F .: .x +. +:i; + %a+. /fi t , f Ffr: ���biiv/ FF /• • //f �F .• / />f >r ?l¢..: + l(..•. ,(( fff>f>f . /.��f / fF /f✓ff� f %fF� /f�l / %F1�>}ff>>> fflFFFf +/ f lff F r�17',•:�ffr, SDC -42 EXISTING W27X84 WITH SAW CUT OPENINGS ;a Pee- e G le [Pre .offottr�ii���'i Span Number Analysis % Shear Plastic N.A. Sum Qn # Studs per Mn - Capacity Plastic N. A. Location Type Connection from Bottom Shear (k) 1/2 Span k -ft • • Steel Alone is Min Steel Alone is Min Steel Alone is Min Steel Alone is Min Steel Alone is Min Moment of Inertia I-Steel I -Trans I -Lwr Bound 45.0 26.39/ 2b4.690 24 1,016.6/ 2,8b0.0 8,494.0 4,319.8 40.0 26.430 226.391 21 1,016.67 2,850.0 6,494.0 4,200.8 35.0 26.464 198.092 19 1,016.67 2,850.0 6,494.0 4,072.4 30.0 26.498 169.793 16 1,016.67 2,850.0 6,494.0 3,933.9 25.0 26.531 141.494 13 1,016.67 2,850.0 6,494.0 3,784.7 • ENSENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS pp 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 d PROJECT # ,9 ( 3‘04r- PROJECT ' % L (- 1 DATE SUBJECT A refit. t. AMJ C (J 0 SHEET //)) A �� ��OF BY !//�'L1 6 /es o a# [. ✓S . f- 9 qv 9 eb.3•3 R g z 60+ Z, a3)%o)iou co 2 - Sk (2) e13'<. 8eov).0 (�ulv,.)ER'SrwiYX6B s' -g• 8' I, S' -* 6.13 6•(d- 6,6?- /72Zz4 v/ 33/ Uzo,59 -9 0 0(12.o ( 400.2 1'3,5 79K 3, O .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 S OC 4 Z. c /: 2S w7 Ala Fri 7)gsl as 0416/AI ,4'- D &3/ 6 Rcw r- - 5-0 fsr 400 3, FL 6u2 OL - 53 PjF 31 . 3 2 orIZT(JF &L DATE / 3- SHEET 1` qtr OF BY • EN \ ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # 9,9 / 3 (0 O q, PROJECT S 0 C 42_ DATE ! - 3 —14 SUBJECT SHEET I/'1/5---- OF BY /')-(L.. /cn3C TP._ 0� 4 Isimf //Z (f /-dooPs bf E-72 4 Pumps I fd/2 I i-ckJ71t k an/J P /P-e- (3"P /e E 3. 44, 2 6,3 40,G 268,o". S 2 Pc_P 100 C.P Dan Lake 1(01)%74-1 rom: 'Kent: To: Subject: Mark Glodowski [mglodowski @hermanson.com] Tuesday, January 25, 2011 7:06 PM 'Dan Lake' RE: sdc-42 AHU weights UNIT TAG LOCATION SERVES RH -42 -1 ROOF RELIEF AIR RH -42 -2 ROOF RELIEF AIR RH -42 -3 ROOF RELIEF AIR RH -42 -4 ROOF RELIEF AIR RH -42 -5 ROOF OSA INTAKE RH -42 -6 ROOF OSA INTAKE RH -42 -7 ROOF OSA INTAKE RH -42 -8 ROOF OSA INTAKE Mark Glodowski Mechanical Engineer Hermanson Company LLP .53)796 -5873 Direct 06)575 -9800 Fax mglodowskkWhermanson.com WEIGHT LBS 1,600 1,600 1,600 1,600 2,200 2,200 2,200 2,200 From: Dan Lake [mailto:danl @engineersnw.com] Sent: Tuesday, January 25, 2011 6:24 PM To: Mark Glodowski Subject: RE: sdc-42 AHU weights That's what I needed to know, I think our openings are shown way out of scale, I am going to modify the section cut I show up on the roof for a more robust trim angle. You probably already sent me this, but do you have a rough Idea of the total weight? I am guessing the biggest problem is keeping them from blowing away? Thanks Mark, Daniel M. Lake PE, SE Engineers Northwest lac. P.8; S 69 Woodlawn Ave. N.E., #205 attle, WA 98115 phone (206) 525 7560 phone direct (206) 973 5410 1 • • ROOF HOOD SCHEDULE LAST UPDATED: 12/28/10 UNIT TAG LOCATION SERVES BASIS OF DESIGN CFM ESP IN WG THROAT SIZE HEIGHT INCH DAMPER WEIGHT LBS REMARKS WIDTH INCH LENGTH INCH RH -42 -1 ROOF RELIEF AIR GREENHECK 86,250 0.14 72.0 180.0 36.5 NA 1,800 1 RH -42 -2 ROOF RELIEF AIR GREENHECK 86,250 0.14 72.0 180.0 36.5 NA 1,8001 1 RH -42 -3 ROOF RELIEF AIR GREENHECK 86,250 0.14 72.0 180.0 36.5 NA • 1800) ` 1 RH -42 -4 ROOF RELIEF AIR GREENHECK 86,250 0.14 72.0 180.0 36.5 NA 1,800. ' 1 RH -42 -5 ROOF OSA INTAKE GREENHECK 86,250 0.15 72.0 180.0 36.5 NA 1,800; 1 RH -42 -6 ROOF OSA INTAKE GREENHECK 86,250 0.15 72.0 180.0 36.5 NA 1,800 1 RH -42 -7 ROOF OSA INTAKE GREENHECK 86,250 0.15 72.0 180.0 36.5 NA 1,800 1 RH -42 -8 ROOF OSA INTAKE GREENHECK 86,250 0.15 72.0 180.0 36.5 NA 1,8003 1 1 SHIPPED KNOCKDOWN AND REOUIRES FIELD ASSEMBLY. „, 1 _ r MANUFACTURER TO PROVIDE 12" ROOF CURB AND GALVANIZED BIRD SCREEN. ii00 CH11L-El2 fL4 rfog zs OU .g is r. ilvo F 1 0 ngineers Northwest Inc., ... DML 99136045 Sabey Data Center - SDC - 42 EXIST. ROOF FRAMING WITH NEW ROOF TOP CHILL... SK - 1 Jan 26, 2011 at 2:18 PM Chiller Platform 1 -2 snow.r3d Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 1/9 2:19 PM Checked By: Hot Rolled Steel Design Parameters Label Shape Length.. Lbyy[ft] Lbzz[ft] Lcomp to... Lcomp bo... Kyy Kzz Cm- yyCm -zz Cb y swayz swa Function 1 M1 joists 6 M3 joists 2 2 Lateral M7 M9 :.::,..:... joists 8 joists 8 11 M11 joists 6 13 M13 joists 2 15 M15 joists 17 M17 joists 8 19 M19 _ joists 8 ........................ trateat 2 Lateral rat:: 2 Lateral 2 Lateral 2 Lateral .................. tteraF 2 Lateral laf Lateral Lateral 21 M21 joists 23 M23 foists 2 Lateral etat.: 2 Lateral 25 M25 , joists 27 M27 Girder 8 2 am Lateral Lateral 2 Lateral Lateral ............. ............................... 29 M29 Girder Lateral 31 M31 Girder 8 33 M33 Girder 6 35 M35 Post 2 37 M37 Post 2 l_afO...... Lateral Lateral :MOO at Lateral Lateral 39 M39 Post ......... :................:........... 41 M41 Post 43 M43 Post 2 45 M45 Post M47 Post Lateral Lateral 47 Lateral Lateral Lat`°`ra1: Lateral ................... 49 51 M49 Post :::::;;::,> M51 Post 2 Lateral Lateral :t At RISA -3D Version 9.0.1 [Q:1... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 1 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 1 2:19 PM Checked Sy: Hot Rolled Steel Design Parameters (Continued) Label Shape Length.. Lbyy[ft] Lbzz[ft] Lcomp to... Lcomp bo... Kyy Kzz Cm- Cm -zz Cb y swa z sway Function 53 M53 Post 2 Lateral 55 M55 frame 8 Lateral 57 M57 frame 5.33 Lateral Lat�ital: 59 M60 frame 6 Lateral 61 M62 frame 8 Lateral .................. 63 M64 frame 8 Lateral V15` » €'`' frame€' r, 65 M66 frame 8 Lateral ":f 67 M68 frame 69 M71 frame ::.: :: :..... Lati raJ Lateral :>< rter. 5.33 Lateral 71 M73 frame 8 Lateral 73 M79 brace 5.693 :.............................. LaWal Lateral 75 M81 brace m'Erem> 5.693 77 M83 joists 6 Lateral Patera]:: ................. Lateral 79 M85 joists 2 Lateral 81 M87 joists 6 83 M89 Girder 8 Lateral Lateral 85 M91 Post 87 M93 Post 2 ><8m mmm <<NI? fcan�m'> 89 M95 frame 8 Lateral Lateral .Lateral: Lateral 91 M97 frame 8 Lateral 93 M99 frame ................. aterai Lateral 95 M95A brace 8.246 ratmm Lateral 97 M97A brace 8.246 Lateral Hot Rolled Steel Section Sets Label Shape Material Design Rules • [in2] J [in4] 1 W 18X35 Wide Flange A572 Gr.50 Typical 10.3 15.3 510 :: :.,.;,joissts::.,:::: ..:.. :: :_ ::- >': - .:::::;t11124�ti8;: :: =::; ;Beam ::_ ;'� »;> �� .............. :::: ;:1= 'Tiro: �� "....1... 666 :..:::::: :A572 ::::.................1• :. :. 1>:;:;>< y� ..... �: 2# �: >1::«<: <::<::tl�': > >> < > . ?l~... ..........1�3t?......... < >�€��:: ««;; >`� > >1:,.. :,,.'::: :.: 3 Post PIPE 4.0 Column Pipe A36 Gr.36 Typical 2.97 6.82 6.82 "137::.: 13.6 RISA -3D Version 9.0.1 [Q:\...1... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 2 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • Hot Rolled Steel Section Sets (Continued) s rial Design Rules A [in2 Iw [in41 Izz fin4 J fin4 :4..:.::..: fit' �.[..::.:::: ........:: .1i1S/B�4F1�s..:�:- :. :. . .�:c)#f1.. �..:.. ?li# :#= I Ant.... .,............. 43.1..10... 9. 32............ , ................,........... 5 brace L3X3X4 VBrace Single Angle A36 Gr.36 Typical 1.44 1.24 1.24 .032 Hot Rolled Steel Properties si G f'ksi Nu Therm 11E5 F) Density[k/ft^3 Yield[ksi 1 A36 Gr.36 29000 11154 .3 .65 .49 36 3 A992 29000 11154 .3 .65 .49 50 .......... .......... A5t10. Q�`,42........................ 2901�t�................1.'f :�54................. , 3 ........... .. . :..t.: 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Joint Coordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 1 N1 0 0 0 0 3 N3 0 0 14 0 5 N5 0 0 24 0 7 N7 8 0 0 0 9 N9 8 0 14 0 $<< >`> 11 N11 8 0 24 0 13 N13 16 0 0 0 15 N15 16 14 17 N17 16 0 24 0 19 N19 21.33 0 0 0 .................. 21 N21 21.33 0 14 0 ...... ............................... 23 N23 21.33 0 24 0 25 N25 27.33 0 0 0 27 N27 27.33 0 14 0 29 N29 27.33 0 24 0 31 N31 0 2 6 0 .................. .................. 33 N33 0 2 16 0 35 N35 8 2 6 .............. ............................... 0 37 N37 8 2 16 0 RISA -3D Version 9.0.1 [Q :\.. \... \99- 136045000 - SDC 42 \Calculations\Chiller Platform 1 -2 snow.r3d] Page 3 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • Joint Coordinates and Temperatures (Continued) Label X(ft) ....... Y[t Z lft ' TemplF1 Detach From Diap... 39 N39 16 2 6 0 41 N41 16 2 16 0 43 N43 21.33 2 6 0 45 N45 21.33 2 16 0 47 N47 27.33 2 6 0 49 N49 27.33 2 16 0 51 N51 35.33 0 0 0 53 N53 35.33 14 0 55 N55 35.33 0 24 ....:.....:.... 57 N57 35.33 2 6 59 N59 35.33 2 16 0 0 0 Member Primary Data Label I Joint J Joint K Joint Rotate(d.. SectioNSha... Type Design List Material Design R... 1 M1 N1 N2 joists Beam Wide Flange A572 Gr.50 Typical jaist 13- :::::Wilde >F1al: -: e..:. M3 N3 N4 joists Beam Wide Flange A572 Gr.50 Typical d: '1"1tp N5 N6 joists Beam Wide Flange A572 Gr.50 Typical 7 M7 N8 N9 joists Beam Wide Flange A572 Gr.50 Typical 9 M9 .......................:.. N10 N11 joists Beam Wide Flange A572 Gr.50 Typical 11 M11 N13 N14 ' joists Beam Wide Flange A5 '2 A572 Gr.50 Typical li 13 M13 N15 N16 joists Beam Wide Flange A572 Gr.50 Typical 15 M15 N17 N18 N20. joists idisstit > »:> Beam Wide Flame »Wide: "Fingi A572 Gr.50 Typical 17 M17 N20 N21 joists Beam ...... ............................... 1 J22 Wide Flange Wide F#:;.; ><e A572 Gr.50 Typical 19 M19 N22 N23 joists Beam Wide Flange A572 Gr.50 Typical 21 M21 N25 N26 tame li joists Beam Wide Flange A572 Gr.50 Typical 23 M23 N27 N28 Joists Beam Wide Flange A572 Gr.50 Typical <%TYfilcl< 25 M25 N29 N30 joists Beam Wide Flange A572 Gr.50 Typical RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 4 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 9/3`A 2:19 PM Checked By: • Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(d.. Section/Sha... T Design List Material Design R... 27 M27 N7 N13 29 M29 N19 N25 Girder Beam .......... :G�rde :........... 8rrf . Girder Wide Flange Beam Wide Flange 31 M31 • N12 N18 Girder Beam Wide Flange A572 Gr.50 Typical Aa yp A572 Gr.50 Typical A572 Gr.50 Typical e> #any 33 M33 N24 N30 Girder Beam Wide Flange A572 Gr.50 Typical 35 M35 N3 N32 37 M37 N5 N34 39 M39 N9 N36 „.::.. . ifil$€.. RiF. 41 M41 N11 N38 Pipe Pipe A36 Gr.36 Typical A35 €Gr36'i:.:.:.:...yp A36 Gr.36 Typical Post . l�psf Post Column • Pipe A36 Gr.36 Ty 36`G63C<'`.<:::.`Tjp]] A36 Gr.36 Typical 43 M43 N17 N42 45 M45 N15 N40 Post Column Post Column :: Post: Ci'tulnn Pipe A36 Gr.36 Typical ..................................................................... ............................... A Yp Pipe A36 Gr.36 Typical 47 M47 N23 N46 Post Column 49 M49 N21 N44 Post 51 M51 N29 N50 ,r2><;<:> >N28 Pipe A36 Gr.36 Typical Column Pipe 53 M53 N27 N48 `::`Ilia Post Column Post Column 55 M55 N34 N38 ..................... A36 Gr.36 ...... .................. ........... ical «' > <.r . ca Pi•e A36 Gr.36 T ical Pipe ....................... A36 Gr.36 Typical p yp frame Beam Wide Flange A572 Gr.50 Typical T ical 57 M57 N42 N46 frame Beam Wide Flange A572 Gr.50 Typical 59 M60 N49 N45 61 M62 N41 N37 63 M64 N33 N34 frame frame Beam Wide Flange <«fi`ame Bea < < < ?Wide Fia i frame Beam Wide Flange Beam Wide Flange A572 Gr.50 Typical zi ide:: Oar je::<:> :::::: A572::- r;5f3:: A572 Gr.50 Typical yp A572 Gr.50 Typical Beam Wide Flange A572 Gr.50 Typical 65 M66 N36 N40 frame 67 M68 N44 N48 frame Beam Wide Flange A572 Gr.50 Typical ypiCat..: frame Beam Wide Flange A572 Gr.50 Typical frame:: <_:::::::> :Be rrt: »::: » >Wtde::Ft ii e> >; : > >;A572? f SUM; ; > > Typicat frame Beam Wide Flange A572 Gr.50 Typical 69 M71 N43 N39 >fx135 71 M73 N35 N31 e: 73 M79 N39 N20 brace VBrace Single Angle A36 Gr.36 Typical 75 M81 N41 N22 brace VBrace Single Angle 77 M83 N51 N52 joists Beam Wide Flange A36 Gr.36 Typical A572 Gr.50 Typical RISA -3D Version 9.0.1 [Q : \... \... \99- 136045000 - SDC 42\Calculations \Chiller Platform 1 -2 snow.r3d] Page 5 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99138045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • • • Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(d...Section/Sha... Type Design List Material Design R... 79 M85 N53 N54 joists Beam Wide Flange A572 Gr.50 Typical 81 M87 N4 Wicie;F�!�i N55 N56 joists Beam Wide Flange A572 Gr.50 Typical 83 M89 a N30 N56 Girder Beam 85 M91 u Wide Flange A572 Gr.50 Typical N53 N58 Post Column 87 Pipe A36 Gr.36 Typical M93 N55 N60 Post Column Pipe A36 Gr.36 Typical 91 M97 N57 N49 N58 N59 frame frame Beam Beam Wide Flange ..: Wlde i=lattta Wide Flange :x:572 >r> A572 Gr.50 A572 Gr.50 Typical Typical 93 M99 N60 N50 frame `flied Beam 95 M95A N34 N11 brace Wide Flange A572 Gr.50 >''I"" `"iii Typical • VBrace Alt Single Angle A36 Gr.36 Typical li`itt 97 M97A N31 N8 brace VBrace Single Angle A36 Gr.36 Typical Joint Boundary Conditions Joint Label X [k/iin] Y [Win] Z [k!n] X Rot.[k- ft/rad] Y Rot.[k- ft/rad] Z Rot.[k- ft/rad] Footing 1 N1 Reaction Reaction Reaction Reaction 3 N25 Reaction 5 N51 Reaction 7 N2 Reaction Reaction N4 Red we Reaction Reaction Oa 11 N8 Reaction Reaction i3aCi .............................. 13 N10 Reaction Reaction ea ion ..................... ............................... 15 N14 Reaction Reaction 17 N16 tlOf .............. Reaction Reaction .eactien 19 N20 Reaction Reaction "aetlQ 21 N22 Reaction Reaction React'ip t» > ............................... 23 N26 Reaction Reaction 25 N28 >'Rdaeffai Reaction Reaction ............................. 27 N52 Reaction Reaction 5 ........................... 29 N54 Reaction Reaction RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 6 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: '4 I Joint Boundary Conditions (Continued) .Joint Label X Odin] Y (MO z Wint. X Rot.[1(-ftiradi Y Rot.(k-ft/radi Z Rot. k-ft/radt Footing 3) 1 Basic Load Cases 1 BLC Description dead Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface (... None 8 30 . . 3 mech None 20 5 Seismic E-W None 20 glgOitt.:""VON.:a Wind N-S None 20 Member Distributed Loads (BLC 1 : dead) Member Label Direction Start Magnitud...End Magnitudellat,degj Start Location[ft,%] End Locationift,%1 1 M1 Y -.143 -.143 0 0 3 M3 -.143 -.143 0 0 5 M5 -.143 -.143 0 ... 7 M7 -.16 -.16 0 0 9 M9 -.16 -.16 0 0 11 Mil Y -.134 -.134 0 0 12' M12 «.134 13 M13 -.134 -.134 0 0 14, - 0 15 L 18' 17 M15 Y -.134 -.134 0 0 • M17 -.114 -.114 0 0 19 M19 -.114 -.114 0 0 21 M21 -.14 -.14 0 0 23 M23 -.14 -.14 0 0 25 M25 -.14 -.14 0 0 27 M84 -.14 -.14 0 '28 29 M86 -.14 -.14 0 Member Distributed Loads (BLC 2 : snow) Member Label 1 M1 Direction Start Magnitud...End Magnitude[k/ft,degl Start Location[ft,%1 End Location[ft,%] -.214 -.214 0 0 RISA-3D Version 9.0.1 [4:1...1...\99-136045000 - SDC 42\Calculations1Chiller Platform 1-2 snow.r3d] Page 7 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 ?_S e 2:19 PM Checked By: Member Distributed Loads (BLC 2 : snow) (Continued) Member Label Direction Start Magnitud...End Magnitude[k/ft,degj Start Location[ft, %] End Location[ft, %] 3 M3 Y -.214 -.214 0 0 : ...::........::.: 214...:...........:........ f�........... 5 M19 Y -.171 -.171 0 0 7 M6 Y -.24 -.24 0 0 9 mow M8 Y -.24 -.24 0 0 11 M10 Y -.24 -.24 0 0 13 M12 Y -.2 -.2 0 0 .......................... -2 15 M14 Y -.2 -.2 0 0 17 M16 -.171 -.171 19 M18 Y -.171 -.171 0 0 21 M29 Y -.171 -.171 0 0 23 M22 Y -.21 -.21 0 0 123 25 M24. -.21 -.21 0 27 M83 Y -.21 -.21 0 0 29 M85 Y -.21 -.21 0 0 ................... ..... ............................... ......... ....................... 31 M87 Y -.21 -.21 0 0 Member Distributed Loads (BLC 3 : mech) Member Label Direction Start Magnitud.. End Magnitude[k/ft,degj Start Location[ft, %] End Location[ft, %] 1 SZE M73 -.446 -.446 M71 Y -.446 -.446 0 0 ............... ............................... ................... 5 M94 Y -.446 -.446 0 0 Melaigg .............. 7 M68 Y -.446 -.446 0 0 9 M66 Y -.446 -.446 0 0 11 M63 Y -.446 -.446 0 0 13 M61 Y -.446 -.446 0 0 4::::: 15 M97 Y -.446 -.446 0 0 17 M57 Y -.446 -.446 0 0 ..................... 19 M55 Y -.446 -.446 0 0 RISA -3D Version 9.0.1 [Q :\... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 8 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 /11 2:19 PM Checked By: Member Distributed Loads (BLC 5 : Seismic E W) Member Label Direction Start Ma • nitud...End Ma • nitude k/ft d sal�k72> »> Start Location ft % End Location ft % 0 .147 .147 ,..;.147 <` 0 ........................... Member Distributed Loads (BLC 6 : seismic N-S) f7, Member Label Direction M73 Start Magnitud...End Magnitude[k/ft,degl Start Location[ft, %] .147 .147 End Location[ft, %] 3 M71 Z .147 .147 0 0 5 M94 Z .147 .147 0 0 7 M68 Z .147 ................ .147 0 0 9 M66 Z .147 .147 0 0 Nide 11 M63 Z .147 .147 0 0 13 M61 Z .147 .147 0 0 15 M97 Z .147 .147 0 0 17 M58 Z .147 .147 0 0 19 M56 Z .147 .147 0 0 1055 Member Distributed Loads (BLC 7 : Wind N -S) Member Label 1 M55 Direction Start Magnitud.. End Magnitude[k/ft,deg] Z .195 .195 Start Location[ft, %] End Location[ft, %] 0 0 0 3 M57 Z .195 .195 0 0 M99 Wi .195 .195 0 RISA -3D Version 9.0.1 [Q:1...1...\99- 136045000 - SDC 421CalculationstChiller Platform 1 -2 snow.r3d] Page 9 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 2/0 //i4 Jan 26, 2011 2:19 PM Checked By: Member Distributed Loads (BLC 7 : Wind N-S) (Continued) 7 9 11 13 15 17 19 Member Label M70 M72 M65 M67 M96 M60 M62 Direction Start Ma. nitud.. End Ma! nitude k/ft de Z Z Z .195 .195 .195 Z Z Z Z .195 .195 .195 .............................. .195 .195 .195 .195 .195 .195 .195 .195 Start Location ft % 0 0 0 0 ............... 0 0 0 End Location ft % 0 0 0 ................... 0 0 0 ........... ............................... 0 Joint Loads and Enforced Displacements (BLC 1 : dead) Joint Label L, D, M Direction Magnitude[(k,k -ft), (in,rad), (k *s "2/f... 1 N7 L Y -2.4 3 N19 L Y -1.7 5 N12 -2.4 N24 L Y -1.7 Joint Loads and Enforced Displacements (BLC 2 : snow) Joint Label L D,M Direction Magnitude[(k,k -ft), (in,rad), (k *s ^2ff... 1 N7 L Y -3 3 N19 L Y -2.2 5 N12 L Y -3 .............. 7 N24 L Y -2.2 Member Point Loads (BLC 4 : Pipes) Member Label Direction Magnitude[k, k -ft] Location[ft, %] 1 M1 Y -1.424 4 3 M11 Y -1.334 4 5 M21 Y -1.243 4 7 M6 Y -.8 0 RISA -3D Version 9.0.1 [Q: \...1... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 10 Yes Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • Load Combinations Description Solve PD...SR... BLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC Factor 1 dl +S +mech 5 dI +M- .75E... Yes Y 1 1 2 1 3 1 4 EM=BE :::;:;,.... ' >5 WI <1 <> LI 7 EIMZE 11 13 1+M-se's dI +M +Seis .6d1 -seis .6d1 -seis N Yes i Yes ©00©®00000 6 4 :4 ©NE0 SIMKO .6 000 6 11511011•011011 MENEEMMEIMM >:< 4 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Form.. Wood Concrete Mason ry Footings Aluminum 1 dl +S +mech Yes Yes Yes Yes Yes Yes Yes 3 dl +me+-,75e+s Yes Yes Yes Yes Yes Yes Yes dI +M- .75E +S Yes Yes Yes Yes Yes Yes Yes 7 dI +M -seis W Yes Yes Yes Yes Yes Yes Yes Yes g dI +M +Seis N Yes Yes Yes Yes Yes Yes Yes ................. 11 .6d1 -seis Yes Yes Yes Yes Yes Yes Yes xtllsers,:i 13 .6d1 -seis N Yes Yes Yes Yes Yes Yes Yes Yes' >��- Envelope Joint Reactions Joint X [k] LC Y [k] LC Z [k] LC MX [k -ft] LC MY [k -ft] LC MZ [k -ft] LC 1 N1 max .106 12 29.061 1 -.001 12 0 1 -.004 12 0 N6 max .094 12 26.686 1 5 N25 max 0 1 68.749 1 0 1 0 1 0 1 0 1 mid 7 N30 max 0 1 63.738 1 0 1 0 1 0 1 0 1 '4A463 1 9 N51 max 0 1 -3.919 10 0 1 0 1 0 1 0 1 11 N56 max 0 1 -3.851 10 0 0 1. 1 0 1 13 N2 max .146 5 0 1 3.381 5 0 1 0 1 0 1 15 N3 max 1.225 5 0 1 -1.342 14 0 1 0 1 0 RISA -3D Version 9.0.1 [Q:\... \..199- 136045000 - SDC 42\CalculationslChiller Platform 1 -2 snow.r3d] Page 11 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 34y,„ • Envelope Joint Reactions (Continued) 17 19 21 23 25 iMM.ii: 27 Joint X k LC Y k 29 31 33 35 37 39 N4 LC Zk LC MX k ft LC MY k -ft LC MZ k -ft LC N5 N8 41 :4 43 it Ii1F N9 N10 N11 N14 N15 t1IN'i:s. .143 1.343 ..'14!x'7.:: 10.896 m m 4.918 5.757 N16 N17 N20 N21 45 47 49 51 53 55 57 59 61 N22 N23 N26 N27 N28 N29 N52 N53 N54 N55 Totals: m Etril EV ffEl Ell 0 0 0 10 0 0 9.045 .028 El 10 -.047 .156 -.142 m MI -1.766 m -.44 in m 1.361 ;1n -2.636 -.475 0 KM 0 KM 0 KM 0 KM 0 MM KM 0 11 KM 0 KM KM KM KM 0 0 0 0 0 KM KM0 0 0 KM 0 0 KM 0 0 0 KM KM 0 0 0 0 0 0 0 0 0 -.345 -.18 m FM 111 m m -.184 EZEI -1.254 .176 -1.773 ii: 6 :' .028 20.774 m EA 111 8 m KM 14 0 KM 3.25 -1.304 KM m 1.353 1.049 1.39 1:254<> 0 0 0 0 0 0 0 0 0 0 171.513 1.031 14 0 K EDI .974 1.057 14 8 0 EM 0 KM KM MM0 0 0 KM KM 0 51 0 m KM 0 KM KM 0 0 0 0 MM MM 0 t1 0 0 KM KM 0 KM 0 KM MM0 0 0 0 0 0 0 0 .943 1.129 Inge .859 .783 -:754 .879 .778 .944 14 1.14 .915 1.054 2.757 -.906 2.671 -.825 14 Envelope Member Section Deflections Member M1 20.774 µ2O 7 tj 0 0 0 0 0 0 IP! 14 EN m 14 m 10 0 0 0 0 0 0 0 0 0 0 0 0 0 KM 0 0 KM 0 0 MM 5. 0 KM KM 0 0 0 MM MM KM0 0 0 BE 0 51 0 MM 0 KM 0 0 KM KM0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 KM 0 KM 0 KM 0 KM 0 0 KM KM 5I 0 KM m 0 KM 0 KM 0 KM 0 KM KM 0 0 KM MS 0 0 KM KM 0 0 MM 0 KM 0 KM ON 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC n) Uy Ratio LC n) Uz Ratio LC 1 Imaxl 0 11 1 0 1 1 1 0 1 1 -1-837e-31141 NC 1 1 NC 1 1 RISA -3D Version 9.0.1 [Q:\...\... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 12 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 3/4,, 1.0 Envelope Member Section Deflections (Continued) Member Sec LC................. -.027 10 2 max 0 LC z din] LC x Rotate (r... LC ....:....1; 12 - 1.766e -3 14 (n1 Uy. Ratio LC (n) Uz Ratio LC NC 10 NC 12 5 3 max 0 1 -.054 10 0 12 - 1.695e -3 14 NC 10 NC 12 7 4 max 0 1 -.08 10 0 12 - 1.625e -3 14 NC 10 NC 12 5 max 0 -.107 10 0 12 - 1.554e -3 14 9142.2 10 NC 12 11 6 max 0 1 -.134 10 0 12 - 1.479e -3 11 7513.504 10 NC 12 13 7 max 0 1 -.16 10 0 12 -1.361e-3 11 6477.177 10 NC 12 15 ie 8 max 17 9 max 1 -.186 10 -.212 10 12 - 1.243e -3 11 5787.425 10 4$40433*-- `*-- 12 - 1.125e -3 11 5324.31 10 NC 12 NC 12 19 10 max 21 11 max 0 0 -.237 10 0 12 - 1.006e -3 11 ................................................ ............................... -.263 10 0 12 - 8.882e -4 11 5025.085 10 937........1. :.. 4857.503 10 4809.013 10 4883.776 10 23 12 max • 25 13 max -.288 10 0 12 - 7.7e -4 11 - 6.519e -4 11 " -.312 10 12 ................... i NC 12 NC 12 NC 12 NC 12 27 14 max 0 1 -.336 10 0 12 - 5.337e -4 11 5105.948 10 NC 29 15 max 0 31 16 max 17 max 12 NC 12 1 -.383 10 0 12 - 2.973e -4 11 6282.242 10 NC 12 -.406 10 0 12 - 1.792e -4 11 7652.993 10 ::::::l.ii- O :ii'::i: ii:1• !; i ': '" iiiiij; i::Y: :.y �'. . . .e4:: :} - 4478i1•.<: 7 ��:::.I:�i:: %::;:...�'..� ....... ...... 0.............. .4th...................... 1.. ... -.428 10 0 12 -6..1e75 11 NC 10 • o 1 -.45 10 0 12 5.717e -5 11 NC 10 4.216. 1 -.471 10 0 1 1.753e -4 11 NC 10 1 35 18 max tit 37 19 max ........................... -.36 10 0 12 - 4.155e -4 11 5531.513 10 NC 12 . ..:... ...... ....... ......... NC 12 39 20 max 41 NC 12 NC 1 M2 max 43 ?�4 z max -.471 10 81 -.498 10 0 5 2.058e -4 11 9094.031 10 • 1:6! =8 :::<6:: 'S228 O36:: >12 45 3 max 47 4 max 1 -.524 10 0 5 2.362e -4 11 4775.307 10 1 -.548 10 0 5 2.667e -4 11 3355.39 10 0 1 -.572 10 .001 5 2.971e-4 11 2663.107 10 0 1 -.595 10 .002 5 3.276e -4 11 2264.895 10 ......:::: `;-1036, >> < : ? max 0 1 -.616 10 .002 5 3.58e -4 11 2017.007 10 51 6 max 53 NC 5 NC 5 NC RISA -3D Version 9.0.1 [Q : \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 13 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC In) Uz Ratio LC 55 8 max 0 1 -.636 10 .002 13 3.885e -4 11 1858.778 10 NC 13 111:`: :<1 57 9 max 0 1 -.656 10 .002 13 4.189e -4 11 1761.07 10 NC 13 59 10 max 0 1 -.673 10 .003 13 4.494e -4 11 1709.291 10 NC 13 61 11 max 0 1 -.69 10 .003 13 4.811e-4 7 1696.921 10 NC 13 Mit 63 12 max 0 1 -.706 10 .003 13 5.135e -4 7 1723.107 10 NC 13 :rliif= 2> «1 :1:75i ..... ............................... NC 12 65 13 max 0 1 -.72 10 .003 13 5.459e -4 7 1792.466 10 NC 13 :r1ir1: 67 14 max 0 1 -.732 10 .003 13 5.783e -4 7 1916.966 10 NC 13 69 15 t1: max 1 -.744 10 .002 12 ::1 1:830.3:::305. 13 6.108e -4 7 4OO 68. 2121.451 10 NC 13 71 16 max 0 1 -.754 10 .002 13 6.432e -4 7 2458.35 10 NC 13 92 10' 12.04 73 17 max 0 1 -.763 10 .002 13 6.756e -4 7 3052.525 10 NC 13 :< . > = :::::»1':;33: < :` > i•• > 0'« < 75 18 max 0 1 -.77 10 .001 13 7.08e -4 7 4281.223 10 NC 13 77 19 max ................... -.776 10 0 13 7.404e -4 7 8034.532 10 NC 13 79 20 max 0 1 -.78 10 0 1 7.729e -4 7 NC 10 NC 1 >rir 81 M3 1 max 0 1 -.78 10 0 >rii it 1s36 0 1 7.729e -4 7 NC 10 NC 1 ...2 ::.1:...... 9. :::.1....:.08e- 3::: >1:Q::: 83 2 max 0 1 -.781 10 0 12 7.526e -4 7 NC, 10 NC 12 84 ::......:.. X382 1>3: '#:2246;31:40::. 85 max -.781 10 0 12 7.323e -4 7 ::;1rIC NC 10 NC 12 87 4 max :5: 0 1 -.782 10 0 12 7.12e -4 7 NC 10 NC 12 l 89 5 max 0 1 -.782 10 0 12 6.918e -4 7 8060.084 10 NC 12 • 91 6 max 0 1 -.783 10 0 12 6.715e -4 7 6909.559 10 NC 12 rrtt >2e 93 7 max 0 1 -.783 10 0 12 6.512e -4 7 6201.725 10 NC 12 95 8 max 0 1 -.783 10 0 12 6.31e -4 7 5759.538 10 NC 12 r. 97 9 max 0 1 -.783 10 0 12 6.107e -4 7 5498.512 10 NC 12 99 10 max 0 1 -.783 10 0 12 5.904e -4 7 5377.091 10 NC 12 TOW NC 1 101 11 max 0 1 -.783 10 0 12 5.701e-4 7 5377.874 10 NC 12 103 13:. ;;137 2e ;3 .10:. 12 max -.783 10 0 12 5.499e -4 7 12fi34> 5500.914 10 NC 12 105 ��m=`ya'r1x 0 1 -.783 10 0 12 5.296e -4 7 5763.731 :35!4::356: 10 NC 12 107 14 max 0 1 -.782 10 0 12 5.093e -4 7 6208.047 10 NC 12 RISA -3D Version 9.0.1 [Q : \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dJ Page 14 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 )3/ 2:19 PM Checked By: • Envelope Member Section Deflections (Continued) • LC n LC 109 ..................... 1> 1 0 #k ....................€ .. -.782 10 436. ..1.... LC x Rotate r... LC (n). Uy. Ratio LC Uz Ratio LC 12 4.891 a -4 7 6918.617 10 NC :. .3.: :•::IS: T 1f. .:i: :Y.:. .4V.Y.3.: <.::1 :::•: :.:i-:::•: 111 113 115 117 119 ............... 1 max -.781 10 12 4.688e -4 7 8073 10 NC .. 2 4.485e -4 7 NC 10 12 4.282e -4 7 NC 12 M4 12 NC 12 19 max :::: 20 max max 2 max -.779 10 -.778 10 -.778 10 0 12 4.08e -4 7 NC 10 NC 12 . 04 ..3.. �£ I......... �' sIC........:.. 'I......:.....�Q..........'E.3. 1 3.877e -4 7 NC 10 NC 1 ...1:....1..52e�3 :. ,.1 i�....... �tC .......1 ..::.: �......� :.1: : :: 1 3.877e -4 7 NC 10 NC 1 ..::::.;:.:.:;:.:. :...:: : • ................. ............................... -.773 10 0 r. 13 4.014e -4 7 8275.487 10 NC :11 3 3 max 0 1 -.766 10 0 13 4.151e-4 7 4415.65 10 NC 13 1.0.,.507 43. 1.... .1..V:.....[\IC..........12.. 127 4 max 0 1 -.758 10 .001 13 4.288e -4 7 3152.748 10 NC 13 i:1' ' ::i :::::i:: i:: i :::':::::::::::'i "-i'i; :::::::• .: ( ( y} ............. ..... ............ . ...��.....:...:.: :::::: •: ': ' : .:::: .......... :.. :.: iii...;:.:•. i'. iiM. iiiiiii:.::-:.:. ��.vV�S..::�i.:��.:� -.:: :i�'!' -: �V.��� 129 5 max 0 1 -.748 10 .002 13 4.424e -4 7 2542.65 10 NC .................................... ............................... # �'[::::: �.. 3Q.£ �.::::.:::' 1.:::.:;;;;;:.;:.:. �;:.::.:.;;:.;: .::.;:�:�;:.:.;'1:,,.3C:�.�.1�- 3;..1.x;; :..1.fE4t���2"�.::';;:;1;;.:; ;. :.:;.:;:.x.:;.:;.::;.:.:;1.2:.: 131 6 max 0 1 -.738 10 .002 13 4.561e-4 7 2197.347 10 NC 13 : --4:' ..::::.::...:.::.....:> ..... :. :. -#: 29 . x::1:::.......001 :.:...:12 ..325 -.725 10 .003 13 4.698e -4 7 1988.443 10 NC 13 2 ':.'< :`: : : >: ':> :>s: : :5 001` : > :: 'z1 - ::.' .e...:..10::1 1 ` }Q':: <':::': > >'s:> p:`r.�.:s 2 [...2....�.e����r �...........1.124.'.t....1 .... ....13W .::::1.2.: 135 0 1 -.712 10 .003 13 4.835e -4 7 1862.058 10 NC 13 .... ....#x...........:1.........1. X46.....-... 1.......:... 1:1O2:::::. .:.1.2:..:.1..2476.:3::.10:. 1.051488 4;:;1;:::..;atNQ;;;;;;;; ;:.'f:2.; 137 9 max 0 1 -.697 10 .004 13 4.972e -4 7 1792.706 10 NC 13 ................... p: ..... .....:1....,.,`1,21..f...Mr:-...:::. a)[ 0:.:; nIZ4/44:10e4:..; 1t1.101::6�.��.6:.,;::'I >; >;;:.:::;; >IAC:;:;;:; > >::;<12:: 139 10 max 0 1 -.681 10 .004 13 5.109e -4 7 1768.171 10 NC 13 ?1:4�F:i' :1:1::::::::::::: .:';.2; j::;:i:: ::is si:::::::S:i: <Si::::::' ::yy�y�..}}I��::: .. i : v::.:::;:.: ^i:: ::: }:: -:: : , ::::i:::.:! :; : :::i:::::i:::::- :: ii::::i :': .i::.: . ............. .. .1.ii1f1. ... � ...........1..:...:1�11�3::: .. .:,. . :.: ........ y+.�`y ':., :: >: : % 00:: is /Y:`:ii /.'i: iiiii::iii>:'i':i: :':i 141 11 max 0 1 -.664 10 .004 13 5.245e -4 7 1783.841 10 NC 13 13 133 7 max 8 max 143 145 13 max 0 -.645 10 .004 13 5.382e -4 7 1840.798 10 NC 13 -.626 10 .004 13 5.519e -4 7 1946.073 10 NC 13 10 .004 13 5.656e -4 7 2115.213 10 NC 13 -;002 »::::; : -1 1 4 :- ::0 ;:11;3x`; 10 .004 13 5.793e -4 7 2379.156 10 147 149 151 153 155 1 16 max 0 1 -.56 10 .003 13 5.93e -4 7 2802.242 10 NC 13 ::<::<:::::; -::::: ; :: ::: :::::: : > :: : «::. : :>::<:::12. : ::' - . X34........ 1........... �QO�........' �2....9.356e.:4 :.::.6.:: :.:'1.: 574,:1.2:7::::'1:::; : ;:.::.:':irTC:.;:.:.::i:::1:2.: 0 1 -.536 10 .003 13 6.075e -4 11 3536.85 10 NC 13 :,::::.:; <: :::: » <:':; ; ,:;;:> ::::: ii::: ::<> i,. :.;.::.:;:::::::':': >.:..:447864 : _ ::.:;;:::: :..:..:..; ..,..;::.::::: >» > < >:: >i <� '> :i:i::i >:; <; .:: ...:..... , ._:1..:..::... 942;»:::.= »1_::::::::. >:«,002...- ...12::: :::: ' ;:. ;; -: � _:- : > :.;. > .::::::. >:: ; ;:. 0 1 -.511 10 .002 13 6.223e -4 11 5042.505 10 NC 13 ........... ... 899.::::: :::1 »::::: >:: - . - . >::,> >:: » >: :.:. ...............� ..12....i�.599e�::::6 >:: �830��:::::::.ixl+�i::::::::::.:� ax 0 1 -.486 10 .001 13 6.371e-4 11 9620.289 10 NC 13 �:<$`•': iii iii .: :.:Oiiiiiiiiii 'J.: ! t. ';- : '': :)': %: ..t -:: : t::: :: :3)::i'R::: �:: :.:':1 ::::: ;i: ; ::.;: -.i:i -:-:- :: :,'.., ..:..,.r:;::' iii ':::;r :::................ ....... �.: i :.;.; /,:; ; : ....:= ::' ::::::: `:. '''; ".. .:: 1 # 2 2 4 6 . �.:..:::.:... �::..:::... D�? Y:.:;::::: ::- :fi:r`:::::iiJ::::':::: �.:: aG:::.:�.1G�'��/: :y�. .,: - : 20 max 0 1 -.459 10 0 1 6.519e -4 11 NC --- -- -- r•:-.: „. -.„ :r:::i:: ; .::::::::: :d:o' ': ::: :: : >:: :,;::;: ::.,.... :.:.,.i >. %..a:$;: %;:;; •:x;:; ±.:;- :6t!a:::;.>::.: S::' .:g:':!:::407•;:::::::::: ::i:::::::' >:i :g ' ::: :Si:::: "..' .. :: :.. i < >::: .: - -- . T +'542 4...: k`3..;.:, - :;:.; 1 >15 157 159 max 10 NC RISA -3D Version 9.0.1 [Q : \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 15 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 ) / 2:19 PM �' Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] 161 M5 max 0 1 -.459 10 0 LC x Rotate [r... LC n) Uy Ratio LC Uz Ratio LC 6.519e -4 111 n) NC 101 NC 5.236e -4 11 NC 10 NC 12 3.953e -4 11 NC 10 NC 12 61 2.669e -4 11 8797.709 10 NC 12 1.386e -4 11 7239.768 10 NC 12 163 2 max 0 8 -.438 10 0 12 165 3 max 0 8 -.416 10 0 12 167 max -.395 10 .001 .....:: :.;:.. 12 169 5 max 0 8 -.372 10 .001 12 171 6 max 0 8 -.349 10 .001 12 ......................... :::172::.::':::; > >> 1.03e -5 11 6388.92 10 NC 12 - 1.18e -4 11 5908.658 10 NC - 2.463e -4 11 5659.743 10 NC 173 7 max 0 8 -.326 10 .002 12 x175 8 max 0 -.302 10 .002 12 ...................... 177 9 max 0 -.279 10 .002 t33.. 12 12 :3 12 $ - 3.746e -4 11 5578.91 10 NC 12 - 5.03e -4 11 5639.501 10 NC 12 . 39890: .;: >1:;:::: : : » :::;:1�[,G: - 6.313e -4 11 5837.437 10 NC 12 ::..:NC«:: -7.596e-4 11 6187.754 10 NC 12 - 8.879e -4 11 6728.223 10 NC 12 Nit''> : <''. - 1.016e -3 11 7532.008 10 NC 12 ..2.363e*3>;:4R 4::.: �aa>: � 6 - 1.145e -3 11 873.8.755 10 NC 12 :.2.527 ::3.. << >'1 >477Z' ` ':`<:; ><<;; ; ' < >> !<' ...... P.•.:.. ::.... t#�5.. �..- .....� ...IBC..::.. ��.: - 1.273e -3 11 NC 10 NC 12 -1.401e-3 11 NC 10 NC 12 75: A 3 .40k3....1........... t\IC.........13". - 1.518e -3 14 NC 10 NC 12 Maliteagi - 1.604e -3 14 NC 10 NC 12 - 3.22.6e -3 .............. - 1.69e -3 14 NC - 9.995e -4 14 NC - 9.6�7^6e -4 14 NC - 9.358e -4 14 NC 179 10 max 0 8 -.254 10 .001 12 :.::.. , .........min 48: =: : > >1 >`': y:0I3 181 1.32' 11 max 0 8 183 :.. ::rein::: 12 max 13 0 8 -.23 ,10 .001 ................002.... -.205 10 .001 12 1 12 185 13 max 0 8 -.18 10 .001 12 :4 i2 • 187 14 max 0 8 -.154 10 0 12 :1$ min 189 15 max 0 8 -.129 10 0 12 191 16 max -.103 0 12 `:192. :.....:... 3 17 max 4 -.078 10 0 12 13< 195 18 max 0 8 -.052 10 0 `ridfl ............................ 12 197 19 max 0 8 -.026 10 0 12 198 .. x..046...:..... 199 20 max 0 8 0 1 0 1 201 M6 1 max 0 13 -.157 14 0 12 203 <20.: 2 max 0 13 -.182 14 0 12 205 207 3 max 0 13 -.208 14 0 12 14 14 NC 12 14 NC 12 - 8.641e -4 11 NC 14 NC 12 31: e- 3:: " 4 #k1.::;1 >::;�C::: <:::.::::: - 7.79e -4 11 NC 14 NC 12 ,.....43�- �.:- :'a.20322.: .'l! .. .lztC.... �..� - 6.94e -4 11 8785.053 14 NC 12 - 6.09e -4 11 7572.372 14 NC 12 4 max 0 13 -.234 14 0 12 `20i 209 5:.; <:: max .. .....::.............:.....:..:: wait =12 IEF4 13 -.26 14 0 12 ... 4 211::.::.: <:;;:. 2: ;: : .. 1.2......... 6 max " t'1 0 13 -.285 14 12 tsa 213 7 max 0 13 -.311 14 0 12 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 ■Calculations \Chiller Platform 1 -2 snow.r3d] Page 16 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x (in] LC y [in 1 LC LC x Rotate Ir... LC (n) Uy Ratio LC n) Uz Ratio LC 4-oar . '' f.. ...... C ....:::;5:: 215 8 max 0 13 -.336 14 0 12 - 5.239e -4 11 6764.727 14 NC 12 2€' 217 9 max 0 13 -.361 14 0 12 - 4.389e -4 11 6221.769 14 NC 12 21:8 219 10 max 0 13 -.386 14 12 - 3.539e -4 11 5869.971 14 NC 12 221 11 max 13 -.41 14 . :12 . ... -.895: 8 12 - 2.688e -4 11 5671.383 14 NC 50..1, . 1..:...... 12 223 12 225 227 13 max 0 13 -.434 14 0 12 - 1.838e -4 11 5610.917 14 NC 12 ROW max 0 13 -.458 14 0 12 - 9.877e -5 11 5692.708 14 NC 12 14 max ><'I 767:::::. 13 -.482 14 2< ::7"7:1 12 - 1.374e -5 11 5943.606 14 NC 12 .,..:'. >` . ..........1..........001....... 229 15 231 16 233 17 max 13 -.505 14 12 7.129e -5 11 6427.303 14 NC 12 max 0 13 -.528 14 0 12 1.563e -4 11 7283.955 14 NC 12 mrn. 1.2,_......8.7 ......1.:.....Y<)01....:; 2 max 0 13 -.55 14 0 12 2.414e -4 11 8852.267 14 NC 12 235 18 max 0 13 -.572 14 0 12 3.264e -4 11 NC 14 NC 12 237 239 20 241 M7 1 243 2 245 3 19 max 0 13 -.593 14 0 12 4.114e -4 11 NC 14 NC 12 max 0 1 -.614 14 0 1 5.03e -4 7 NC 14 NC 1 max 0 1 -.614 14 0 1 5.03e -4 7 NC 14 NC 1 max 0 1 -.641 14 0 5 5.192e -4 7 9242.492 14 NC 5 10 rein. max 0 -.667 14 .001 228;. 5 5.354e -4 0.1061622 'i. :..,.. 7 4839.923 14 NC 247 4 249 5 251 max -.691 14 .002 5 5.516e -4 ;4°2 *21 7 3391.643 14 NC 5 max 0 1 -.715 14 .002 13 5.678e -4 7 2684.791 14 NC 13 mitt max 0 1 -.738 14 .002 13 5.839e -4 7 2277.449 14 NC 13 253 max 1 -.76 14 .003 12: 13 6.001e-4 �3. 1 �D 7 2023.064 14 NC 13 255 max 0 1 -.78 14 .003 13 6.163e -4 7 1859.745 14 NC 13 AA A. 257 ::258:: 259 261 9 max 0 1 -.799 14 .003 13 6.325e -4 7 1757.713 14 NC 13 12 446. 19 Max 9 1 -.818 14 :003 13 8.487e-4 7 1791.978 14 NC 13 >12 11 max 0 -.835 14 .003 13 1:453e4 6.649e -4 7 41:33i063 1685.718 14 10- NC :12 13 >: 263 12 max 0 1 -.85 14 .003 13 6.811e-4 7 1707.815 14 NC 13 ra .;i 265 13 266 max -.864 14 .002 13 �i42> 6.973e -4 .54 _151, • ..... r .. �- 7 1772.57 14 10: :1:65062:: NC 13 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 17 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] 267 269 269 271 272:: 273 275 277 279 14 max 0 -.877 14 .002 LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 13 13 7.135e -4 7 1891.512 14 NC 15 max 0 1 -.889 14 .002 13 7.297e -4 7 26645:! -2088.753 14 NC 13 ................ 16 max 0 1 -.899 14 .002 13 7.458e -4 7 2415.319 14 NC 13 17 max -.908 14 .001 2 13 7.62e -4 ......... :'I.i322. 25:: 2992.836 14 NC NC 2 13 18 max 0 1 -.915 14 0 13 7.782e -4 7 4188.902 14 NC 13 19 max 0 1 -.921 14 0 13 7.944e -4 7 7845.437 14 NC 13 *tilt .14..6e.. 20 max 0 1 -.925 14 0 1 8.106e -4 7 NC 14 NC :ri> 1 281 M8 max 0 1 -.925 14 0 1 8.106e -4 7 NC :...:...:.; «<-: : :<1' _'; > :<':' <: : : := 1 >__ :1? >> :SIG: .. • i�t : :: 2222 : >; : > :{t : €? :< :<; = �..::.:.: ............................................................... ............................... 14 NC 283 max 0 1 -.925 14 0 12 7.997e -4 7 NC 14 NC 12 ....-...;:..::::..:,....:..:.- ... :.. :.. : :. :. :..�. :..... :.��.. 2.222- .� :.. : : :....;.. :. :; :.. :.: ;.,.. :. ;,;.- .. : :.,.. :. :....� it1t�>:::« ;;. :;;.;#� :;. :;< : :< : : : : : : :� :< :: :::>:- 1.. 4�.......... 1 .............. �1�............ 1. �.....,.` �! ���- �... 1..... .......1V�...........1......... . . 3 max 0 1 -.926 14 0 12 7.889e -4 7 NC 14 NC 12 ;;.. :..; : :<« :- :> :: - 222:: 2,.;22 -- 2.2,2....;2:.,.:....; ; :. :� :;:.; ;;;:.::;:::: -- :.; :.;;; :.; :<;.::...; : :: 2222 >. ....2..222 :.....1. :'�.748e»3 16 �993�:�23 � :1 :;' : :: :::; ;. > : : : :;» <:; ; ::; max 0 1 -.927 14 0 12 7.78e -4 7 NC 14 NC 12 285 ...... ,.... . 287 289 max 0 a < :<3x� ;a rc :i .ur < :.� *w 2222 • 291 6 max 0 ................ 293 12 7.563e -4 7 7098.612 14 NC 12 -.928 14 0 12 7.454e -4 7 6368.607 14 NC 12 - 1..755e.3 :1 :0...:4328. .142; > :.1.. :. :..� :. : :..... :1 :3 max 0 1 -.928 14 0 12 7.346e -4 7 5911.921 14 NC 12 1 -.928 14 0 12 7.237e -4 7 5641.511 14 NC 12 ......................... ., 4 ................ ........................... :... q... �_.. ....... : :...................... 10 max 0 1 -.928 14 0 12 7.129e -4 7 5514.512 14 NC 295 x296 >< << >« ><!> 297 299 max 12 301 303 12 max 305 13 max 11 max : > : :; >; >' :; : : : :; .><::;.>::.:.; 1. 3......, 7�' t�.. 3... 1q.. .�76 .5 .......`L...........�kQ 0 1 -.928 14 0 12 7.02e -4 7 5512.898 14 NC 0 1 -.927 14 0 12 6.911e-4 7 5636.558 14 NC 12 ,: :.:..,.......; 2.2.2.2.:..; ;; :. ;.:.;;.,:...:;;........:.:.;;;•:.;;:.;.;;: .;; :. :.. : : :;;; :.; > : : : :.;;' :: :......... ..;::.. :.:..... .2222 : <: <::::. > . ! � e-3 .1€i 3 3 .... 1..........I�tC..... . il....,.......: 1 .............. 47.:...... 1. .............0..............3.. 'I.7f4............;8.5 . . 0 1 -.927 14 0 12 6.803e -4 7 5903.273 14 NC 12 ;;;;2...........2.........2 12 6.694e -4 7 6355.568 14 NC 12 -.926 14 0 12 6.586e -4 7 7079.932 14 NC 12 - :7 :, - 02' 2222.. :.. ............ >'�.....��.9� : : :3: �1.. ;4...2'x;86x- -.925 14 0 12 6.477e -4 7 8257.629 14 NC 12 «.:: >::: ;r :. : :.1.�77� ex3: -.925 14 0 12 6.368e -4 7 NC 14 NC 12 ::::::.:......_ ...............::......................:.:.:.:.:. ......... : : : : :.. : : :. :... :.. :._ ;2.222: 1 0 : 12 309 311 16 max 1 max 313 17 max Waft 315 ill, 9 317 319 18 max 0 1 -.924 14 0 12 6.26e -4 7 NC 14 NC 12 19 max 0 -.923 14 0 12 6.151e-4 :77Ge >3 7 NC 14 NC 12 20 max 0 1 -.922 14 0 1 6.043e -4 7 NC 14 NC 1 RISA -3D Version 9.0.1 [Q: \...\...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 18 363 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x in LC M9 in LC z in LC x Rotate r... LC n U Ratio LC n Uz Ratio LC 9 max 0 0 -.922 0 6.043e -4 NC NC <> `' ?< m 0 p -.917 0 6.053e -4 8217.246 • NC ;>:- :<4 .. . >: : > > >0 >: >: »: >:> max 0 91 0 6.063e -4 4382.623 NC ;1.71:9 `X52 21 ............... . max 0 -.902 .001 6.074e -4 3127.77 NC max 0 -.892 .002 6.084e -4 2521.377 NC 1::15556.4:: O 'ii: :. - i v? . :: �.��.��.:: max 0 -.881 .002 6.095e -4 2177.984 NC j -:1 41 a >�� >> ::1...4.03::::. -.869 -.855 337 max ........... ............................... 10 0 341 11 max .002 14 .002 .002 13 6.126e -4 ........................ -.824 .002 13 6.142e -4 -.806 .002 13 6.166e -4 -.788 .002 13 6.189e -4 6.105e -4 1774.5 13 I 0 -.768 .002 13 6.213e -4 . 14 0 -.747 .002 13 6.237e -4 15 0 -.725 .002 13 6.261e-4 • 1;1:55:4':: < 77 1749.417 NC 13 . ............................... NC 13 NC 13 11 1819.604 NC 13 INC yyC -13 NC 13 14 NC 13 # =« : : :: 6.308e-4 11 ® 6.285e -4 2764.824 NC 11'O12 > > 3//,,yy4�8{�.97y�4 NC t !IMTYfM:: 13 6.332e-4 11 4499/ ^70.45;y8J. 14 NC 13 O • • >3262a.9882:: • AT9�4.1778.2299 • NC 13 O _ 6 ;523 '96: 14 NC O ® ®t 0 19 max 0 1 max 359 ............ 361 365 x366> 367 X98 ........... . 369 371 2 max max .002 .001 • >1-36t68 2348.49 max 0 max 0 max 0 max ..........0.......... -.489 ....... ...... X14. -.534 -.512 14 0 0 0 I1 11 >N > <> NC NC 1666V43:: NC 81U* 8244.554 X1:73.91:6:: 7274.129 14 14 RISA -3D Version 9.0.1 [Q:1... \... \99- 136045000 - SDC 42 \Calculations\Chiller Platform 1 -2 snow.r3d] Page 19 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 ✓ 54 2:19 PM Checked By: Envelope Member Section Deflections (Continued) 373 375 377 ............ 379 381 `382: 383 X84:: 385 Member Sec x [in] max max 9 max 10 max LC y [in] LC z [in] LC x Rotate [r... LC 13 -.466 14 .001 8 1.285e -4 11 n) Uy Ratio LC 6725.986 14 NC n) Uz Ratio LC 13 -.443 14 .001 8 4.354e -5 ............................ 11 6441.397 13 -.419 14 .001 8 - 4.138e -5 11 14 ................. NC 6348.218 14 NC „ . 13 -.395 14 .001 8 - 1.263e -4 11 6416.019 14 NC ............................... max €min< max 13 13 ....................... -.37 -.346 -.321 • 559 IOWA* 6640.078 14 14 0 0 A376 ::66: 7650.953 max 0 8563.77 9934.554 ::3:92 :: 393 ....................... 0 -.195 - 8.056e -4 396 397 398` :. 399 .400. 401 402s 403 405 407 409 411 0 0 0 14 NC 14 NC 14 ............................ max max max rain: max max 0 0 . < : Q -.249 NC T306..Y l i9:: 9239.07 7963.684 4. 415 1k 417 419 421 ........... 423 max :111111:: max 12 12 44: 12 0 0 0 9.283e -4 8.887e -4 -.424 $ 2: '766 NC 12 12 425 13 max 0 12 -.471 14 0 12 7.301e-4 3 5985.617 14 NC 12 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 20 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: ?9M • Envelope Member Section Deflections (Continued) Member Sec x Lni LC y Finj LC z Jinl LC x Rotate [r... LC n) Uy Ratio LC (n) Uz Ratio LC 4:. 6 >:::: : :..: : :: :: >:::::> >: in: .:. ;; :: :.:.2 ............ ..r�#itf ,< Q:.::...<::<::<1:..4:: <.:.;:::. ;8... <..:06 ::.::<::::::::<n - 11,87e44 .4t393CL ::. 427 14 max 0 12 -.495 14 0 12 6.914e -4 7 6249.056 14 NC 12 ..4'28 : ?: i; i;' i_;:;:;; ::a:: :: :i :r: %i;i;:r:.:; %; ::i -.3:::::::::1::::?).-- . ..:. .. . » . ..... .41131St .. ........... ; ;:; ;:::.:' '.: .... <:;;;:;#}::<::<:: ><;.: ;;'{:4:...:..8'x:8 :.::..: 1 ::....::.::.1.3.:.:4.698e»4... �.a.::.:1.:;:.: ;.;:.; >�1C.::.:;:.;; 1:�:.: 429 15 max 0 12 -.518 14 0 12 6.777e -4 7 6757.177 14 NC 12 430 ............. .......: :.:.:.:.:.::.:::::::. : >:::: <:: <= >::::::: -:> ::::: ,::; ::> ;:::::<:: ...... :::::::::: : »:: >: :>j :w:;0 ,;- ::. ;; >::",;::::< ::::< ; :: » »: : < :::::> :: > : 430::: »>::°;; >< >< : :>;::>::::::. >:. >:: >::: <:: ' : ; ::,:: ' ' ::.:::::: ::.::.::. :: .. rxt�n 0..... :..14.......8:61... :.� .::...:::.:fl...::. 13.6.60��4::;1a:: »..4d�%0;.1.6;: , >:..::= .:. »IitC:: >< >:.: <.:1:3:: 435 1 437 19 -.54 14 12 6.64e -4 7 7657.268 14 NC -.563 14 12 6.503e -4 7 9305.276 14 NC + :- 17» ::: >::::::> <::: »:: )�- {( {A< : 1 0 742 ii':i::iiii:: . ........ ::- F.:t���:::.:Sl! ��...i� "TM. ::::: :::,::: ::- max 0 12 -.584 0 6.365e -4 7 NC NC :1: :' : :::: :`/:��,:::::: : ::::> ::::::.?349.:::::. >::»::;:: >t1::::: »;: » >: :. 9.243 4 >::1Q:::::86:' :8;:938: >> >:: ::NC € ::: :: >::> 0 12 -.606 14 0 12 6.228e -4 7 NC 14 NC 9. 1 a4 .e�4...1f�.........NQ........ : >: : > : NO:: <: : >: >;: -.627 -.627 -.653 14 0 14 -.679 14 -.704 0 0 NC NC 9353.126 4894.547 14 NC 14 14 NC NC 14 NC 3427.623 14 NC -.728 14 ::AM. m 0 -.751 max 0 -.773 max 0 -.793 2711.467 457 459 0 465 467 1 max 1 max 1 max 1 max -.813 ..................... -.831 0 0 0 5.371e-4 5.281e-4 2298.559 155086 2040.477 :1:382 :933:: 1874.53 1770.539 1713.292 14 NC NC NC 13 8 8 RISA -3D Version 9.0.1 [Q: \...1... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 21 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • • • Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 479 20 max 0 1 -.94 14 0 1 4.382e -4 7 NC 14 NC 1 >:4 481 M13 1 ............................. :::...'L. max 0 1 -.94 14 0 1 4.382e -4 7 NC 14 NC 1 483 2 max 0 1 -.941 14 0 14 4.519e -4 7 NC 14 NC 14 :trim: 485 3 max 0 1 -.941 14 14 4.657e -4 7 NC 14 NC 14 >` :.4 C. 487 4 max 0 1 -.942 14 0 14 4.794e -4 7 NC 14 NC 14 :rn 489 5 max 0 1 -.942 14 0 14 4.931e-4 7 8213.117 14 NC 14 491 6 max 0 1 -.943 14 0 14 5.068e -4 7 7037.905 14 NC 14 2 x493 max 1 -.943 14 14 5.206e -4 7 6314.371 14 NC 14 495 8 max 0 1 -.943 14 0 14 5.343e -4 7 5861.784 14 NC 14 497 9 max 0 1 -.943 14 0 14 5.48e -4 7 5593.864 14 NC 14 499 10 max 0 1 -.943 14 0 14 5.617e -4 7 5468.128 14 NC 14 i 501 11 max -.943 14 5.755e-4 7 5466.714 2 76} 14 NC 14 503 12 max 0 1 -.943 14 0 14 5.892e -4 7 5589.525 14 NC 14 9 505 13 max 0 1 -.943 14 0 14 6.029e -4 7 5854.209 14 NC 14 7351 :10::: 48663 507 14 max 0 1 -.942 14 0 14 6.166e -4 7 6302.95 14 NC 14 509 . . 15 max -.942 14 511 16 max Tin 0 -.941 14 ;;1.2 :; : ., ..1. _'721. 14 6.304e -4 7 7021.542 7 6.441e-4 7 8189.784 14 NC 14 la:: :860 34 14 NC 513 17 max 0 1 -.94 14 0 7 6.578e -4 7 NC 14 NC 7 19< :-17 4424` ................. 515 18 max 0 1 -.94 14 0 8 6.715e -4 7 NC 14 NC .............. 517 19 max 0 1 -.939 14 0 8 6.853e -4 7 NC 14 NC 8 i3ii: NC< € 14 519 20 max 0 1 -.938 14 0 1 6.99e -4 7 NC 14 NC 1 521 M14 1 max 0 1 -.938 14 0 1 6.99e -4 7 NC 14 NC 1 523 2 max 0 1 -.932 14 0 14 6.807e -4 7 8132.164 14 NC 14 524::' 525 3 max 0 1 -.926 14 0 6 6.625e -4 7 4340.384 14 NC 6 527 max 0 -.917 14 8 6.442e -4 7 3099.872 14 NC 8 >irij 529 max 0 -.908 14 6.26e -4 7 2500.705 14 :: ;::.......116......1........... NC 8 531 6 max 0 1 -.897 14 0 8 6.077e -4 7 2161.702 14 NC 8 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dj Page 22 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 it 2:19 PM �7��JJ''�]/� Checked By: Envelope Member Section Deflections (Continued) Member Sec x in ax MaX ax LC in LC z in LC x Rotate r... LC n U Ratio LC -.884 -.871 -.855 14 14 14 8 5.895e -4 8 5.712e -4 0 0 8 5.529e -4 7 545 547 1 1 m max max 0 -.803 14 14 14 549 1 ax 0 max 0 1 m 0 1 559 2 561 M15 Ritg max 0 • max 0 0 13 max 1- 565 3 13 -I] 14 571 6 573 575 577 579 581 ax max 7 max max max .001 .001 .001 8 5.164e -4 8 4.982e -4 4 .449 e3 s 0 4.799e -4 a 4.617e -4 4641)1:6:: 1956.736 1832.881 n Uz Ratio LC 1765.113 14 14 14 NC NC NC 1741.448 1757.379 1814.007 :1:23 >464 14 NC 1 14 1918.296 2085.619 1. NC 8 14 114 NC 14 NC 4.434e -4 ..................... 7 2346.545 NC 8 4.252e -4 i© 2764.629 14 NC 8 4.069e -4 © 3490.388 14 NC E7 3.887e -4 © 4977.714 14 NC 3.704e -4 7 9499.46 -4 00:43 62346 6 3.521e -4 7 NC 114 NC 3.521e-4 7 NC 14 3.738e -4 7 NC NC NC 14 14 3.954e -4 NC NC 14 14 4.17e -4 NC > 14 NC 14 14 7 8485.279 1 14 14 -.457 14 14 -.433 14 ....++...yf... ., ..... .........`aa`.................... 14 14 5. 1 max 11 max 14 14 -.409 14 -.385 14 14 14 ................... 583 12 max 0 14 -.361 14 0 14 7 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 23 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 IIYA 2:19 PM Checked By: • Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC n) Uz Ratio LC 585 13 max 0 14 -.336 14 0 14 7.549e -4 3 7879.05 14 NC 14 ..'199e»4:..1:0<:::5158a?7:1: � »1: »i<[s[C:> >;>; :8 >;: 587 14 max 0 14 -.311 14 0 14 8.042e -4 3 8819.382 14 NC 14 :588 <...,.: <.;;: �,.;:,.::.::_ ::;:.;., .:.:...::::: ...t0it�:.::.::::::.0 .::4.:::..:...54;x:.: >:.> .;;;.: -. 8.;;::1.402 576921.2 - :..1: ,.. _ :.- ::IBC.,,.:..:. :8..:: 589 15 max 0 14 -.286 14 0 14 8.534e -4 3 NC 14 NC 14 5 ::::<.<;;:;........ «::::; ::::;:: >:::<:: ai i :::;::<};:.; :.. <;> ><::4:» . 51�4:<::::;1;:« :::> '4:':' >: >' >8 > :9."#:895 ::;`1::: a: ............ 591 16 max 0 14 -.261 14 0 14 9.027e -4 3 NC 14 NC 14 92 ....... .. ............ ;;:.;;;; >te:: >:: >: ,......., .::.;:046...................,.:... 6 ..............1#....1.,978e�4:: '1.0.1�3'�,�448...<1 >» ::::: » >i�tfi:::: »IC 593 17 max 0 14 -.236 14 0 14 9.519e -4 3 NC 14 NC 14 ::::s :: - > »:::::: >:- :::;::::»:::::N:::: >:: >:: >::: > ::::::::::.::::::13i .: 37 4.: �. ,... .....................miry ........�..- . 4.....-..... 43........ ._1..............9..... ::...... 8 ....03.:e�:.:::: <:<: >:: <:; <..::<:::: <:>:::::< ::::::::- :<:::.C<::;<::<:;<:; 595 18 max 0 14 -.21 14 0 14_1;031e:3 1 NC 14 NC 14 .:Z06 ':% [ss >: ::: s::::: 3:: » : :::::::`: i:•''. : %::: :: ::: .: .'<:: s" 3.9.S> i. := < '"'4 :> :: :glE ` :< e-4 >[ •`•.< :` :' 4 > ><> .A.:::::' "._ :: ::> >>' .": :: ...... x ..:....:.0 ...........4..........393 ......�....:..... Q .......... &....�.Q9i',.e�4:..:� f�.........NC...:........ NC.:..::::..8... 597 19 max 0 14 -.185 14 0 14 1.12e -3 1 NC 14 NC 14 ;:5'�8 .:..,....... .:..:::::::::::: <:: >;: ;rr;Ein. ;:::;:: >� : t3 : ....4...... x:.355 ....�..:.;::; :. € �..: :.::.::..4. »::5:15S10 ;;::;:: .h1C..:......;:1::::.::::::IC:; qq'• 2 max 0 y : i.::•:::• ::•:i•:i.:.i:v.iii:•ii:•i::::.: �.. :.i:C:•i::::�:.i::.::ii.i: •0 M16 max 0 • max 0 -.129 605 ax 0 4 -.158 .................. ...:; >:I�.::.::::.. .::.:::2€x'7...:: -.16 ....................... -.1 14 14 � NC m NC 12 0 NC NC iD NC 14 NC max -.187 m 0 m 2.263e -3 max 0 • 615 617 1 1 0 MileaRE max 0 4 -.358 14 max 0 4 -.385 14 12 max 0 4 -.413 14 -.302 -.33 14 14 iD 2.11e-3 1 NC 14 NC 14 0 9450.662 . ..6j 1.957e -3 1 7764.854 8<517e44 413:7 47f 0 14 1.842e -3 3 6691.558 7 :1:88:e 4: a 4200.712: 14 fl 14 0 1.733e -3 1.625e -3 5976.465 14 14 NC NC 14 iD 14 NC 14 5495.408 €� ................... 4.62. 10. 3d�55.�3 .. 1 ......... ......... 4.. . 0 14 1.516e -3 3 5183.318 14 NC 14 4 ':': '' :iii '> 3 ii .` ; i :'>i • >' <::i`< 2 4 .... ��1= 98e�...1.fl.....3261. <5:.... ,1:,,. ,:.:::.:NC:.::.:..::4.. 0 14 1.408e -3 3 5006.582 14 NC 14 1869e-4. <10 3:1;53.81<'::;< =1:.::> ::NC:` •: :4<:; 14 1.3e -3 3 4951.782 14 NC 14 <:A <:'•:i::'t� : tjjl a 4: i:: lfl cl; 1:Q:: ? ?i� ;:::: %;<:'.;:;3X#h:`.jF rE :.!✓::}IJ:P.E'i.'_:; .:::d:aW.;: ::i {:GEi3:i:X'!.; :::?- :Pr.':::::;:.';:::itw:;;:;:;:; 14 1.191e-3 3 5022.471 14 NC 14 4 : ' =:7 6' 5 = >'1!0 >3 >74''? 3 < <» _ ; ':: 14 1.083e -3 3 5242.22 14 NC 625 13 max 4 -.439 14 627 14 max 0 4 -.466 14 14 . 8s „i » : >:::NC::::::: 629 15 max 0 4 -.492 14 0 14 9.746e -4 3 5667.048 14 NC 14 .350'1.106:: >s ?IC;:::;;;:: 631 16 max 0 4 -.518 14 0 14 8.785e -4 7 6420.293 14 NC 14 ..... r. �tr1...........1 �:....:. .....�!3.........826.....1.. .....€i...........� »�71.9e44:.:10:4.f): 797" �9:: ::1:::...<..:..�::::::.,::.�::: 633 635 1 max 637 19 max 0 14 14 0 14 >; >:: >::: x ..............6...........4. :i 474297 ° 0 4 -.591 14 0 14 6.955e -4 7 y.'��'���A I� 14 NC �x 6832 NC 14 NC 14 14 RISA -3D Version 9.0.1 [Q : \...\... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 24 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 /lr 2:19 PM Checked By: • Envelope Member Section Deflections (Continued) Member Sec . : . ............................... x in LC LC z in LC x Rotate r... LC n L/ Ratio LC Uz Ratio LC NC: max -.615 14 1 6.345e -4 7 NC 14 NC r M17 max -.615 14 1 6.345e -4 © NC ill NC m -.645 6.293e -4 7 8175.897 NC m -.674 14 6.241e-4 ' {(742��88.�558 NC 4 max -.701 4 6.189e -4 7 3010.129 4 > 1:243: 6> NC ax -.728 14 v 655 657 659 kO 661 663 864> 665 667 669 ............. 671 max 14 6.137e -4 7 2386.515 4,115264 4 6.086e -4 7 NC 14 .001 4 6.034e -4 ,...... : :......001 0 .001 max u 0 NC NC 5.982e -4 7 1660.386 14 NC 5.93e -4 7 1571.431 Ii1 I NC max max -.861 14 m 0 max 0 ...:` "'' ....... .001 0 5.878e -4 ©1523.60614 NC 4 5.826e -4 7 1510.973 14 NC 0 max 0 m max 5.774e -4 7 1532.662 14 NC 5.723e -4 7 1592.665 NC 0 5.671e-4 1"5 ? 0 1701.484 1 >i #4:144: .......NC.. 5.619e -4 7 .i 2 3i 1880.99 168 93: NC 0 8 5.567e -4 7 2177.398 NC 1 max -.942 8 5.515e -4 5.463e -4 7 3783.935 675 1 max -.95 i 2700.811 14 NC NC 677 19 max -.957 14 8 5.411e-4 7 7093.776 14 NC NC 679 2 max -.961 14 5.36e -4 NC 14 681 M18 max 0 1 -.961 14 ;662 ......... ......... .........: 0........ • 5.36e -4 7 NC 14 NC 683 ax -.962 14 13 5.482e -4 7 685 max -.963 14 13 NC 14 NC 5.604e -4 7 NC 14 NC ax -.964 14 689 max 13�5((.726ey -4i� 7�j �944yy88.�8�82 14 NC `' '' i f';P ':':i' ;1 91 ?e.3< »10 =' 65 7.'.: i 8 13 5.848e -4 7 7591.291 14 NC 13 13 <8 >: 13 13 RISA -3D Version 9.0.1 [Q :1..1..\99 - 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 25 7.681e-4 3141.2:64:: 7.491e-4 M19 5423.789 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM 44 Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC n) Uy Ratio LC In) Uz Ratio LC 691 max dC. -.964 .............. 14 13 5.97e -4 7 16506.993 14 isisi#.iisili NC 13 693 ax -.965 14 14 6.093e -4 7 5839.774 14 NC 14 ............................. • 695 697 max 14 6.215e -4 7 5422.811 14 14 6.337e -4 7 5176.486 14 NC NC 14 14 -1.4 354 699 10 max Ii1 = = => = >` :f f.' -.965 14 14 6.459e -4 7 5061.626 14 NC 14 701 11 max -.965 14 14 6.581e-4 7 5061.809 14 NC 14 703 1 ax -.965 14 14 6.703e -4 7 5177.046 14 NC 14 705 707 1 max 1 max ........... 14 14 ........1.5823> �1 14 14 6.826e -4 s568 6.948e -4 :::x ;66± 5841.248 14 NC 14 14 NC 14 1 -.963 14 14 7.07e -4 7 6509.105 14 NC 14 .... • .. .. 45#:..668:: 1 max -.963 14 14 7.192e -4 © 7594.303 14 NC 14 • 7: 721 ............ 723 . ............................... 1 max -.962 .*:C82764 i `:5269: 092 14 14 7.314e -4 7 9493.33214 NC 14 X133: � 1 m -.961 14 7.436e -4 7 NC 14 NC 14 1 max -.96 14 7.559e -4 0 NC 14 NC m 20 max max 739 741 0 0 O -.959 14 7.681e-4 7 NC 14 NC 14 14 ax -.947 NC 7342.61 9€4 14 NC 1 14 NC 14 4 7.301 e-4 7 3912.339 14 NC m -.938 14 4 7.111e -4 0 2789.34 1864 .. . NC max -.928 14 M 6.921e-4 7 2246.214 14 NC ax -.916 14 0 6.73e -4 ©1938.20714 N m -.903 14 6.54e -4 1751.197 a Si1i:iFiGfS: i1. 14 NC max -.888 14 .001 2 6.35e -4 7 1637.261 m NC max -.872 14 1 max 1 -.854 -.835 .001 6.16e -4 1573.69 14 NC 14 i1` I NC 14 i1` I NC 743 12 max 0 1 -.815 14 .002 2 5.59e -4 7 1607.532 14 NC RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 26 • Company Designer Job Number : Engineers Northwest Inc., PS DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x in in 0 -.793 0 -.77 -.746 1x:1:5 -.72 LC LC z in LC x Rotate r... LC n U Ratio LC `Ft:72M... .002 .002 Uz Ratio LC 5.4e -4 ©1696.37214 NC 14 .002 p 5.02e -4 7 2066.044 14 iD .001 2 4.83e -4 7 2428.662 14 NC 328.e-3: =62#}:86 :::: iD .001 2 4.64e -4 7 3059.145 14 NC ;:e .3't e . 4. 042 -. 665 :0 ::::..:..::... 4.457e -4 4352.398: NC :`:: a :... .::'1..8:1e.. 2916 >m »::; » NC;:.:.::.;: 755 1 max 757 ........... 759 761 763 765 767 769 M20 ............................... . ............................... 2 max 1 max m 0 0 0 -.636 -.606 0 0 14 max -.606 is> 9,820: -.583 -.558 fir 0 11 0 max iD max ..... 0 .... 0 -.376 14 0 0 -.349 14 0 14 m o 11::::::a0.1::::P 0 14 0 11 « QA1 : : 11 8286.004 NC NC NC NC 8272.562 6808.985 NC : iD NC :... 14 NC NC 14 NC 11 NC 11 NC iD NC • 5326.045 5250.932 781 1 783 1 max 785 1 max ............................ 787 14 max 0 ....��II.YYyy........... max 0 • 789 1 max NC :;N >< NC MO :M 5496.157 14 NC 11 NC 11 €:35fi75��2 5826.938 -.293 <r4 -.265 -.236 6336.868 14 NC • 1 max 14 11 1.887e -3 1 14 >' 0 NC 1 NC 14 NC iD NC RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 421Calculations \Chiller Platform 1 -2 snow.r3d1 Page 27 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 -er(fin 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec 19 20 max x [in] LC y [in] LC z [in] LC x Rotate [r... LC max 0 -.121 14 0 11 2.354e -3 803 `:304`:: 805 ................... :1306::::x:`''::: 807 14 8 -.093 14 <> '1>169e »€ 12 2.51e-3 max 0 14 0 1 0 12 1.561e -3 max 0 14 -.031 14 0 12 1.454e -3 13 i 7 776e4 >: 3 max 0 14 -.063 14 0 12 1.347e -3 0 1:3 6.368eY4:> 4 809 max 0 14 -.094 14 0 12 1.24e -3 n) Uy Ratio LC In) Uz Ratio LC 1 1 NC 14 NC 11 1 NC 14 1 NC 14 NC 12 1 NC 14 NC 12 : 10 : < > C<::::::: «:: ? >' > *" = AZ; NC 12 12 >13 12 12 1 NC 14 max 0 14 -.125 14 0 12 1.174e -3 3 9094.599 14 NC 811 6 max 0 14 -.156 14 0 1:3...4 025e4 12 1.111e -3 (l,n # $.:... ....,24.........1........0::: :' 813 7 ............ 815 8 max 0 14 -.186 14 0 12 1.048e -3 max 0 14 -.217 14 0 12 9.847e -4 .:......:..:.. 3 7471.802 14 NC 3 6438.684 , 14 NC ::3974.858..1........ IQ:;;:.;::::; :. 3 5750.403 14 NC 12 1'0 ` 55� „:'..,� 3 2. 887 ....1..........i�........1.3.. 817 max 0 14 -.247 14 0 12 9.217e -4 3 5287.416 14 NC 12 NC : :` 819 10 max 0 14 -.277 14 0 12 8.588e -4 3 4987.076 14 NC 12 821 11 max 0 14 -.307 14 0 12 7.958e -4 823 825 '826> 827 max 0 14 -.337 14 0 max 0 14 -.366 14 0 3 4817.02 14 NC 12 E4 12 7.328e -4 3 4764.329 14 NC 12 A17664..40:. 204 12 6.825e -4 7 4832.416 14 NC 12 14 829 15 max .. 56.2..........1..... 0 ..................... 0 14 -.394 14 0 max .....:.::: 0 14 -.422 14 0 >13 x5:3 : < €;:. 3 :: <:: > <> >< .' . : :< <:: 3: ....347e- 4...10:. 3#3p3. 339:.. .1............i��.......1.3. 12 6.542e -4 7 5043.965 14 NC 12 0 12 6.26e -4 7 5452.89 14 NC 12 831 16 833 $34 max 0 14 -.45 14 0 12 5.978e -4 7 6177.893 14 NC 12 17 max 0 14 -.477 11 0 12 5.696e -4 7 7189.493 11 NC 12 835 18 max max 0 14 -.503 11 14 -.529 11 839 841 >04 843 0 12 5.414e -4 7 9895.452 11 NC 12 5.141e -4 11 0 1 -.555 11 1 M22 1 max 0 1 -.555 11 0 1 ............... 2 max 0 1 -.587 11 0 13 :844 miry 845 847 max 2: 13 4 max -.648 11 13 849 5 max 0 1 -.676 11 .001 13 NC 4.944e -4 11 NC 11 NC 12 11 4.944e -4 11 NC 11 NC 1 4.878e -4 11 7637.47 11 NC 13 ,_.8.e: :: ' ... 41.8e:3...:6..... 4357:32... 1 .........x:.:.::...:1.2:: 4.813e -4 11 4008.589 11 NC 13 : 2:: - .20011A141 4.747e -4 11 2815.331 11 NC 13 g1.2 4.682e -4 11 2233.42 11 NC 13 RISA -3D Version 9.0.1 [Q : \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 28 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • Envelope Member Section Deflections (Continued) Member Sec x [in] LC y fin] .... LC ..,, 1.:1138: in LC x Rotate [r... LC (n) Uy Ratio LC fin) Uz Ratio LC 448 263 .:1........ islG......:.12. 851 6 max 0 1 -.703 11 .001 13 4.617e -4 11 1898.56 11 NC 13 852: ::...:....... ... :.. ... . & .:130 fl26 853 7 max 0 1 -.729 11 .001 13 4.551e-4 11 1689.963 11 NC 13 855 �fsa max 0.01 -.754 11 .002 13 4.486e -4 11 1556.645 11 NC 13 857 9 max 0 1 -.777 11 .002 13 4.42e -4 11 1474.112 >Ti�ll"X< s'i 11 NC 13 859 10 max 0 -.799 11 .002 13 4.355e -4 11 1430.081 11 NC 13 1.........LrtQ....:..12 861 11 max 0 1 -.819 11 .002 13 4.29e -4 11 1419.044 11 NC 13 2 :92+3 334.: 863 12 max -.838 11 .001 13 4.224e -4 11 1440.241 11 NC 13 `rtit 865 13 max -.855 11 .001 14 4.159e -4 11 1497.482 11 NC 14 (x.....'12. 867 14 max 0 1 -.87 11 .001 14 4.093e -4 11 1600.708 11 NC 14 €;#142933: 869 15 max 0 1 -.884 11 .001 14 4.028e -4 11 1770.582 11 NC 14 87O 871 16 max 1: 111.. ; > - 2116e • •'5#1;��' 0 -.897 11 14 3.962e -4 11 2050.745 11 NC 14 :rritin: 873 17 max 0 1 -.907 11 0 14 3.897e -4 11 2545.136 11 NC 14 min' 223 875 18 max 0 1 -.916 11 0 14 3.832e -4 11 3567.815 11 NC 14 877 19 max 0 1 -.923 11 0 14 3.766e -4 11 6692.322 11 NC 14 ::....t3..... ....1... »:1.418......1.. ,.....Q. ......�...8......2.33e~3.:..1 879 20 max 0 1 -.929 11 0 1 3.702e -4 7 NC 11 NC 1 881 M23 >rnitii max '4426 »> €1 0 -.929 11 1 3.702e -4 7 NC 11 NC 883 2 884:;:;:: max Nigit 0 -.929 11 0 8 3.858e -4 7 NC 11 NC 8 885 3 max 0 1 -.93 11 0 8 4.014e -4 7 NC 11 NC 8 887 max 0 1 -.931 11 0 8 4.17e -4 7 8836.304 11 NC 8 .............. tf.5'' 889 max -.932 11 8 4.327e -4 7 7069.923 11 NC 891 6 max 0 1 -.932 11 0 8 4.483e -4 7 6060.702 11 NC 8 :4402 ^vYM:: -1245e-3 •:::1 :Y '1. 893 7 max 0 1 -.933 11 0 8 4.639e -4 7 5439.793 11 NC 8 694<> 1 .:...:::ice 895 8 max 0 1 -.933 11 0 8 4.795e -4 7 5051.899 11 NC 8 1:896:::' 897 max 0 -.933 11 0 4.951e-4 9#2 4822.911 11 NC 899 10 max 0 1 -.933 11 0 8 5.107e -4 7 4716.375 11 NC 8 901 11 max 0 1 -.933 11 0 8 5.264e -4 7 4717.025 11 NC 8 :1 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 29 Company Designer Job Number : Engineers Northwest Inc., PS : DML = 99136045 Sabey Data Center - SDC - 42 Jan26,2011 1' 2:19 PM Checked By: • Envelope Member Section Deflections (Continued) 903 <4 905 IOW 907 909 911 913 914. 915 Member Sec 12 max 1 1 1 1 1 1 max x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC n) Uz Ratio LC -.933 11 5.42e -4 7 4824.907 11 NC max max max max ax -.933 -.932 -.932 33 -.931 -.931 -.93 4142 9 11 11 11 11 11 11 8 5.576e -4 7 8 5.732e -4 7 5055.384 11 NC 329 5445.047 11 NC 8 5.888e -4 7 6068.229 11 NC 8 6.044e -4 7 :4?, 6.2e -4 7 8 6.357e -4 7 999;`998:' ' €1> 7080.657 '46612 8852.161 Cf:z?7! 11 NC 11 NC NC 3 11 NC 917 1118€ 919 max max 6.513e -4 M24 max min. max max max max 0 0 NC 6754.438 NC NC 6.272e -4 . ............................... 0 0 14 14 NC t:61 >63 6.008e -4 933 .934:: ............ 935 -.868 988< 939 .40.. 941 .mid max max max 7 1454.706 11 NC 14 7 1433.462 11 NC 945 946 947 946.: 949 95t3` max 0 0 -.726 -.7 11 0 11 1707.966 11 NC 14 11 1919.031 11 NC 14 max 11 • 4.614e -4 955 18 max 0 1 -.614 11 0 14 11 4053.432 11 NC 14 RISA -3D Version 9.0.1 [Q: \...1... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 30 .............................. Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • Envelope Member Section Deflections (Continued) Member .................. Sec x in LC in LC z in 957 1 max -.583 11 LC x Rotate (r... LC (n) Uy Ratio LC (n) Uz Ratio LC :-1.683e-3 1 134<1 14 4.368e -4 11 7723.982 11 NC 14 959 2 max -.551 11 1 4.245e -4 11 NC 11 NC 1 1 M25 max lax -.551 44 11 1 4.245ei -4 411 963 max -.526 11 8 4.422e -4 11 NC 44 11 11 ax 4.68e -4 iiLri3SS .......NC 11 NC 969 971 ax -.473 max -.446 -.419 11 .001 .001 4.942e -4 5272e!.i�i 5.203e -4 5.465e -4 1 max -.391 • 0 11 .001 0 5.726e -4 7550.94 :;4:834:233: 6214.942 :14: 5485.562 4129: 5074.16 3238 «703: NC 11 NC 11 NC 11 NC ax -.363 11 .001 5.988e -4 7 4861.319 NC max -.334 11 .001 E7 6.273e -4 E U 4792.8 11 NC max 981 1 . .............................:: .!�!� m -.305 -.275 11 .001 6.887e -4 -.:410; E7 4845.781 III11 NC 11 .001 0 7.502e -4 © 5016.828 NC NO max -.245 11 8 8.117e -4 © 5318.93E 11 NC - 1 max E 0 -.215 11 8.731e-4 5784.647 G74: 11 NC m 0 max 0 -.185 -.155 11 11 11 NC 11 NC 27 1 max -.124 11 1.058e -3 © 9148.615 11 NC 17 max -.093 11 E7 1.119e -3 E3 NC 11 NC max 11 E7 1.215e -3 NC 11 NC 4 M26 •1 m m max ................. E3 1007 0 -.01 -.019 -.029 .................. ................. m NC NC N NC NC RISA -3D Version 9.0.1 [Q: \...\... 199- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 31 • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: vim Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC n) Uz Ratio LC 1009 s1 1011 1013 t0 #4 1015 ##1i 1017 1015 1019 1i max 13 -.038 14 max 13 8 14 5 1.168e -2 1 NC 14 NC ...................... 5 1.157e -2 1 NC 14 NC max 13 ax ask:': 14 0 5 1.136e -2 max 13 -.075 1021 1023 f024' 1025 1 max 13 -.084 1 max 13 >12 14 14 5 1.125e -2 1 NC -.093 14 14 5 1.115e -2 1 9755.122 14 6 928e31.4: 48€5Q6 5 1.104e -2 1 1027 1.#2#3 1029 1031 1082: 1033 1111 0. max rain 1�34> 1035 1:4#36; 1037 48: 1039 1041 1042 1043 1#44: 1045 1047 148. 1049 .......... 1051 12 1053 11154> 1055 1057 .058: ............ 1059 is max max €'i1jE 0 0 0 0 0 0 9418.644 .463 3 14 NC 2€ NC NC 1.051e-2 0 13 0 5 :12 ?. 5 12i . ............................... :Mtn: max . ............................... nun max ........ ........ 0 0 14 -.157 1.008e -2 1.007e -2 max max Ott max .min: max 1.003e -2 1.002e -2 -.176 -.179 14 ..... ,.., 356::.::....1.. . -.181 14 0 NC 12 NC 12 .1 >t> NC 12 1061 1 rlitl max max 0 -.184 9.934e -3 4865.634 `:; <': `< < <<' ?: ': <' :<> ::'' `.: ": 4 ..17........... 3......6�$� -3... `1.4..2...23;81.8 ..:h...... k ....:.::;6:.. 13 -.185 14 0 10 9.918e -3 1 14 NC 10 4868.321 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 32 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • Envelope Member Section Deflections (Continued) Member Sec 1063 12 max $• 1065 1 max $ a . 1067 mm $.• ®m $ mx 1073 1 max 1075 1 max ............... $ mmax a 1079 2 max x in LC z in LC x Rotate r... k'.$..�e 73 ..3.. $ 9.901e-3 $ 9.884e -3 $ 9.868e -3 0 13 9.851e-3 0......... 13 9.834e-3 0 13 9.818e -3 0 13 -.179 14 0 0 13 -.176 14 0 <5< 0 ® -.173 14 0 13 -.173 14 0... .1f2j -.17 14 13 -.168 14 9.801e-3 f�4 9.784e -3 >6's64464 9.768e -3 9.768e -3 e. 9.852e -3 9.936e -3 LC n U Ratio LC n Uz Ratio LC .2...26:323 ............... NC ........ 4981.715 14 NC M:632 < 5221.825 14 NC • 2604 :81 5626.614 14 NC • 2807:965:: <1 '> F « NC 6273.125 14 NC 7322.699 14 N {C,(� X57 :63:7:::::: >1:: >::_ 9158.445 14 NC NC 14 NC NC 14 NC m 0 -.165 14 m 0 13 -.162 14 :�< .....:...328..: 0 13 -.158 14 0 1.002e -2 • 1.01e-2 S 83303.: 1.019e -2 6i Vti 1101 i .: 1103 1 max 0 13 -.148 14 0 -.144 14 0 -.14 • 8 1.044e-2 a 14 NC 12 NC 14 NC NC 14 NC NC 14 NC NC 14 NC NC 14 NC 7.:7104413 NC 14 NC ?E 601423:: BMW :Jai: 14 NC 8 NC t3 ir835' NC NC SIC._:``;; >; -.136 max 1 1 max a� a 0 14 NC 't'> -.132 14 0 : 1.078e -2 -.128 14 0 8 1.086e -2 :................... -.123 14 0 -.119 14 0 : 1.103e -2 1.095e -2 NC NC NC -.114 1 NC vy 14 NC RISA -3D Version 9.0.1 [Q: \...\... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 33 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 5-2/ Jan 26, 2011M' 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] 1115 :1:16 1117 1119 18 max 0 13 -.109 14 19 20 max 0 LC x Rotate [r... LC In) Uy Ratio LC Sn) Uz Ratio LC 14 NC 8 14 NC 8 ......... ............................... 1>!< <1' 14 0 8 1.12e -2 1 2'x:8 .... '[...........6. 13 -.105 14 NC 0 8 1.128e -2 1 NC max 0 13 -.1 14 0 4 1.137e -2 1 NC 1121 M29 1 max 0 13 14 0 4 1.137e -2 1 720.776 :1;122 1123 1125 '1127 1129 1131 1133 1135 1137 2 3 max max 0 0 13 -.094 14 13 -.088 14 0 14 1.143e -2 1 765.042 0 14 1.149e -2 1 815.633 4 max max 0 6 7 max 0 max 0 13 -.082 14 • 13 -.077 14 0 13 1.155e -2 1 873.785 14 NC 14 14 NC 14 14 NC 13 13 -.071 14 13 -.065 14 13 1.161e-2 1 941.074 14 NC 13 0 13 1.167e -2 1 1019.539 04 " ......1 e15I 0 13 1.173e -2 1 1111.867 :mrrt.: 8 max 0 13 -.059 14 0 13 1.179e -2 1 1221.66 9 max 0 13 -.053 14 0 5 1.185e -2 1 1353.861 14 NC 13 14 NC 13 14 NC 13 14 NC 5 1139 1141 1143 1145 1147 1149 1151 1153 1155 1157 10 11 max max 0 0 13 -.048 14 13 -.042 14 12 max max 0 0 5 1.191e-2 1 1515.421 0 5 1.197e -2 1 1716.427 :Y.; 4 ..�...1............ Q............ �2.. ..7�>�65e.8..14....�'t..1.99.. 13 -.037 14 13 -.031 14 0 5 1.203e -2 1 1972.074 7:8856404:: ...389 42.. 0 5 1.209e -2 1 2306.322 14 NC 5 14 NC 5 14 NC 5 14 NC 1 1C? 14 NC 14 NC 5 . 2. 14 NC 5 OIRR 14 NC 5 14 NC 5 14 NC 5 "1-Z 1 NC 14 1 NC 8 14 NC 13 14 15 16 max max max rr� 0 0 17 max 0 13 -.026 14 13 -.021 14 5 1.215e -2 1 2759.225 0 5 1.221e-2 1 3403.053 <::<: 042:::«- <:: >1:::; ><<:::;<1J::::«::«<::: :::12 >:: >79 `6 »3'::<1 13 -.016 14 13 -.012 14 0 5 1.227e -2 1 4382.622 0 5 1.233e -2 1 6036.284 18 max itnim 13 -.008 14 5 1.239e -2 1 9379.955 12 �8604373:.:.::14::. 70 5 3 5• 19 max 0 NC 1159 20 max 0 13 0 1 0 14 1.252e -2 1 NC 1>160: > >` >`> ;rI;E1i1? 1161 M30 1 max 0 1 0 1 0 8 - 6.729e -3 10 NC 1163 2 fife max ._ ......13....x€. 0 13 -.009 14 0 13 - 6.738e -3 10 NC 1;1:64 1165 3 max i.: 0 13 -.018 14 13 - 6.747e -3 10 NC 42::; ; X88 ......1....... 1167 max 0 13 -.027 14 0 13 - 6.756e -3 10 NC 14 NC 13 14 13 RISA -3D Version 9.0.1 [Q: \... \...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dj Page 34 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: ly4,1 Envelope Member Section Deflections (Continued) Member .#..::::..:..: X flat ..........LC.......:.y r rij LC z [in] LC x Rotate (r... LC n) UI Ratio LC (n) Uz Ratio LC 14 NC 13 1169 5 1171 6 1175 1177 9 11:'.: 8. < �...... ............................... 1179 10 max 0 13 -.035 14 0 13 - 6.765e -3 10 NC max 0 13 -.044 14 0 13 - 6.774e -3 10 NC 14 I NC 13 max 0 13 -.052 14 0 13 - 6.783e -3 10 NC 14 I NC 13 max 0 13 -.061 14 0 13 - 6.792e -3 10 NC 14 ( NC 13 max 0 13 -.069 14 0 13 -6.801e-3 10 NC max 0 13 -.077 14 0 13 -6.81e-3 10 NC 1181 1183 .1.56.. 14 NC 13 14 NC 13 11 'max 0 13 -.085 14 0 13 - 6.819e -3 10 NC 14 12 max 0 13 -.093 14 0 13 - 6.815e -3 14 41;84 1185 1187 1189 NC NC 13 141 NC 13 13 max 0 13 14 0 13 - 6.792e -3 14 NC 14 max 13 -.108 14 0 13 - 6.77e -3 14 NC 14 NC 13 14 NC 13 15 max 0 13 -.114 14 0 - 6.747e -3 14 NC 14 NC 5 1191 16 max 0 13 -.121 14 0 5 - 6.724e -3 14 NC 14 NC 5 1193 17 max 0 13 -.127 14 0 5 -6.701e-3 14 NC 14 NC ...:............:....... . :.......:.... :... ... 5 ....: r0...... .....�............a2........< X56.......... 1......::::::: � ::::::::..::: 1. 2:.:: 1. �i D 7e 2:.:.::.1;; >:.:764�#.,l#1:. <:::1:.;:.; :.;:.;:.;: .:N�:.�:.;�:::::::.::.:.:.1:2.; 1195 18 max 0 13 -.133 14 0 1 - 6.679e -3 14 NC 14 NC 1 .. ..........:......1.Z......... X66.::: 1.;:.;::-.;;:..:.; Q;;:.;;10:.M.02B&2:.'i:::: ;.;:.:NC:.;:;:.:.;:.:.;; 1 ;:.::.:- :- ::.;:.;ne;;:.;:.;:. ;1:0.:. 1197 19 max 0 13 -.139 14 0 4 - 6.656e -3 14 NC 14 NC 4 1 198:::. >:::::: >::: <» ::: >::: > >::::::> >:: >:::: >r it ..;'' >:...:.:;;:; :.. :...... 7 . :Mi :.. -.: >... .::...;. :::.:...: :. ::::1 ... �..�........ �........ ......0.:..::..: <1,2.......��T�:.: -,.. 1::.:;;. � ::;;;<:: »:::::1.�;.�.:� }Q :19e 2:::: �:.;;.<:.::< �1C:.:;;:,;;:.;;:; 1:;;: ;<::::1�1C:: >:::: >:: >:.:: >1:3: 1199 20 max 0 13 -.144 14 0 13 - 6.633e -3 14 NC 14 NC 13 1 ' '.i '!..::<.. :. .::::.rnit�.: ::::::: :.1::::::::::1.2. ::::::::::, 9:::::.:.....: .: :::.::]:.:..:,,..:::::::....: �:.... :.:::.::,: ,:::::. :;�:.;:.;;:.;; ;•::::.;; :,.:;:.::. ::.:::....:.: ................................ .....2........:.1... �:..�2.:::::�.,�Lt9;v- 2,:;,.�,;.: <;;<;�1C;.;::<;;.; . :,;'i<::<::::<;<::: <;�G««;:;::: ;{1:2:< 1201 M31 420 _ ' < < 1203 1 max 0 13 -.144 14 0 13 - 6.633e -3 14 NC 14 NC 13 .. ......:.:.: ;i:;i:i:i: -.. �::'ii'i:i:i'i'i >::: �:'.': iC �;'. it:ii.'::.y.,.,:,::.:..... .::.:.i :::'i:::.:c; ?[�:. ..._..',... '...:.:.:.:'_:.;..:�- .�......: ;..;:i: %,;:.;;'::;..:..._ ..:: >:;:: >:- :29.::.::,..;:;1 _.:;.:;.;:.;;0..:.;:::: ;:1:2 1.. 09e•- 2::.:::1......... IQ...... 1....... ::::::< ::::.12::: 2 max 0 13 -.149 14 0 13 - 6.632e -3 14 NC 14 NC 13 1 .........,299.........1. 0 1205 3 max 0 13 -.153 14 0 1„ = 13 - 6.63e -3 14 NC 14 :::....... 1207 4 max 13 -.156 14 13 -.16 14 13 - 6.629e -3 14 9893.75 14 NC 13 13 ,.6.627e -3 14 7918.026 14 max 0 13 -.162 14 0 13 - 6.626e -3 14 6789.475 14 ax 0 13 -.165 14 0 13 - 6.624e -3 14 6095.45 14 :::::::::ili•. ii ?::i::: ::;::_. :::i::::::' ::::::.: :.:::::iii:i:::::i:. : :. :: niv !i: i ax 0 13 -.167 14 0 13 - 6.623e -3 14 5662.227 14 [ ........:..... .......�:..::: ::.�, ,:. ,�!$.:.::.:; �:�:�::::::: �..:.:=:•;::::; �;:;>:= �; �5`: 1t>``-. � `3:<::::4: >:,:�F3;1:� >33$:1''�: ........ ............................... ax 0 13 -.168 14 0 ................ ax 0 13 -.17 14 0 13 - 6.622e -3 14 5406.923 14 .01.t0;3440 2488:Ati 13 - 6.62e -3 14 5288.794 14 NC 13 NC 13 RISA -3D Version 9.0.1 [Q : \... \... \99- 136045000 - SDC 42 \Calculations\Chiller Platform 1 -2 snow.r3d] Page 35 • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: rf4 Envelope Member Section Deflections (Continued) Member Sec 1221 1 1223 x [in] LC y [in] LC z [in] max 12 max 1225 13 max 13 -.17 13 14 14 LC x Rotate [r... LC n) Uy Ratio LC n) Uz Ratio LC 14 - 6.619e -3 14 5290.821 14 13 -.171 14 14 - 6.617e -3 14 5413.141 14 NC 14 14 - 6.616e -3 14 5673.084 14 1227 14 max 'ice: 1229 1230 1231 1232: 1233 'i2> 1235 26: 1237 ;2'38 1239 1241 1242`. max max max max 13 17 14 NC 14 NC 14 14 - 6.614e -3 14 6111.819 14 NC 14 0 0 0 NC 0 -6.611e-3 I9':7�31:e4 -6.61e-3 NC ....................... -.162 - 6.607e -3 max <rilir' max ....................... 0 0 NC NC Ne NC -.157 - 6.653e -3 12444: 1247 248: 1249 12` 5f1. 1251 1252:. ............ 1253 254. 1256: 1257 2 '� 8 5 .. 1259 1266 . 1261 max min 0 -6.701e-3 14 NC - 6.749e -3 14 NC - 6.796e -3 14 NC .........:....................: max 0 6685:092:: NC 0 0 11 max 0 0 4r3�:4:: NC 3 14 0 12 - 7.083e -3 14 NC 14 NC 12 12 max -.126 14 12 -7.131e-3 14 NC 14 1 max -.122 14 12 - 7.178e -3 14 NC 14 1 max -.118 14 12 - 7.226e -3 14 NC 14 1271 1273 1 1 max max -.114 5 -.11 'fi 14 14 12 12 - 7.274e -3 14 - 7.322e -3 14 NC NC 14 NC 12 NC NC NC 12 12 12 14 NC 12 17 max 0 5 -.106 14 0 11 - 7.369e -3 14 NC 14 NC 11 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 36 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 977, Envelope Member Section Deflections (Continued) 1275 76: 1277 Member - Sec x,[nj LC y in] LC z [in] ......................... LC x Rotate [r... LC n) Uy Ratio LC n) Uz Ratio LC - 7.417e -3 14 NC 14 NC 11 - 7.465e -3 14 NC 14 NC 12 14 NC 14 NC 18 max 0 5 -.101 14 0 11 rriin: 19 max 0 5 -.097 14 0 12 1279 20 max 0 5 -.093 14 0 8 - 7.513e -3 1281 M33 1 max 0 5 -.093 14 0 8 - 7.513e -3 1283 2 max '1 284 .............: :::::::........................ :: 1285 3 max 0 5 -.087 14 0 .14 -.082 14 0 0 1287 4 1289 1291 1202: 1293 max 0 14 rri max 0 14 � ............11............12.. max 0 14 ..92.. max 0 14 -.076 14 0 .:..:;. .::.:::: -.071 14 .......... -.065 14 -.06 14 0 -.055 14 4 4 14 778.069 14 1:27042 >' >' > 2 e42 1 ::' - 7.545e -3 14 825.748 14 NC 4 - 7.578e -3 14 880.247 14 NC 4 ::;;41:441121:1 -7.611 a -3 14 942.897 4 4 >14 : i, -2 4 - 7.643e -3 :1.4 ........'F 52-2. 4 - 7.676e -3 1295 • 14 14 14 14 14 NC 14 NC 14 NC 4 14: 14 NC 4 14 NC 4 NC 1297 14 1299 1301 max 0 14 ....:.....0............12::: -.049 14 4 - 7.769e -3 4 - 7.795e -3 11 -.039 14 0 ... .....77.........1 .............. Ek....:.:::. -.034 14 0 -.029 14 0 .:::;.::......... -.024 14 0 -.02 14 0 -.015 14 0 1303 1305 1307 1309 1311 31.2 ........:......... :.....:, 1313 -.011 11 11 . ..: 14 14 NC 4 14 NC 4 14 NC 4 14 NC 4 14 NC 4 11 11 - 7.984e -3 -8.011e-3 11 NC 14 1317 19 max 0 14 -.003 14 0 8 1319 1321 13�-'. 1323 20 mac 0 14 0 1 0 max -.471 10 2 max -.471 10 2 1 0 1 0 11 .011 1 1325 132W. max -.471 10 11 .022 1 :;:: 2......1.0. RISA -3D Version 9.0.1 NC - 8.038e -3 11 NC 14 NC 239e 42 - 8,065e -3 11 NC 1 NC 2 - 1.007e -5 12 NC 1 NC 1 -6 7: -1.724e-5 12 NC 11 5376.253 1 - 2.442e -5 12 NC 11 2924.932 1 [Q :1...1...\99- 136045000 - SDC 421Calculations\Chiller Platform 1 -2 snow.r3d] Page 37 • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec 1327 x [in] LC y [in] LC z [in] max -.471 10 LC x Rotate [r... LC (n) Uy Ratio LC n) Uz Ratio LC 1329 »:: 11 .032 - 3.16e -5 12 NC 2130.728 1 max -.471 10 0 11 max -.471 10 .001 11 max -.471 10 .001 11 1331 1333 1:334'. 1335 .041 - 3.878e -5 12 NC 11 1754.461 1 .049 .057 .065 1 -6.031e-5 12 max -.471 10 .002 11 max -.471 10 .002 11 .072 ... .1.2... . 1337 1549.154 1 1433.477 1 NC 11 1373.783 1 ;i - 6.748e -5 12 NC 11 17:832::1a 1354.797 1 1339 10 max -.471 10 .002 11 .078 1341 11 max -.471 10 .002 11 .085 ............ :tit ... t1............ ..... ....:...:4.:. :.::a . -, 1': ::4.4:alb,;.: 1343 12 max -.472 10 .002 11 .09 `266 - 7.466e -5 12 NC 11 - 8.066e -5 10 NC 11 - 8.599e -5 10 NC 1370.095 1 1418.724 1 1:344>`' ...:-.8 : `::< ::::? €::: :. 1• ` >. 11 :::. ..,:047:;:. ...1.4 ..'1 ::3.:�I..4.i�.Or 36.... 6.. 1345 13 max -.472 10 .003 11 .096 1 - 9.132e -5 10 NC 11 M... .......17.........8......::::, 049. .:::.:.:1.?4.:Ai-.7.16644::: = <1>3:72019t:ilts> 1347 14 max -.472 10 .003 11 .101 4 - 9.664e -5 10 NC 11 :681... 14 - 1.881 : a : i264< ::6... 1349 15 max -.472 10 .003 11 .107 4 - 1.02e -4 10 NC 11 ....:::.:. .. .......--- ............................. ... ..................:............ x:.;:.;;1.4;:; .- '[;- !�'0-4:: ��''.. 1351 16 max -.472 10 .003 11 .112 4 - 1.073e -4 10 ............................ 1353 1 NC 11 1504.362 1 3.0 0, .:::14: 1636.209 1 2321.587 4 2693.788 4 max -.472 10 .003 11 .117 4 - 1.126e -4 10 NC 11i20 max -.472 10 .003 11 .123 i':::::::fi:i :::::ii:,':i•.:::: 'f..:: is.': .:i::'i:i i:. .:::i,:`.i. ''.: ....................... . 1355 1357 19:: 1 11 ?3}27]8! ..19+y 4 33492 %14.> 4282.282 4 - 1.18e -4 10 NC 1359 20 1>.. 38 11 278' 6330.682 4 max -.472 10 .003 11 .128 4 - 1.233e -4 10 NC 11 . t3 ........................:.: :1 :,::... 2......... O..:....:: MSO.:;;.;. :.:.:4fl9e -..: :::8 �*- 88: >: max -.472 10 .003 11 .133 4 - 1.286e -4 10 NC ................. 1361 M35 1 max -.78 10 1.595e -4 13 NC 11 NC 4 NC 4 NC 1363 2 max 164 - > =:> > >':: <:: >: ::::1-: t1# 1365 8 10 .001 7 .002 .:. ............::.:.::.::.;.::::. max 8 10 .002 ax -.78 ..:: .005 1 2.292e -4 13 1 max -.78 10 .004 -.78 10 .005 .1067e4..1.2.... NC 7 NC 2.989e -4 13 NC 7 4821.423 1 .009 4 3.686e -4 13 NC 7 ..........1�....1.753.e -4 :.....'.013 4 4.383e -4 1371 max 13 7694.59 7 2 .018 4 5.08e -4 13 6317.294 7 1373 max -.78 10 .006 1375 max -.78 10 .007 7VGlLy • 2807.15 4 1869.994 3661:446 1350.988 4 4 .023 4 5.777e -4 13 5440.008 7 1030.122 297`7.1.: 816.558 .029 4 6.474e -4 13 4855.023 7 4 4 1377 1 9 max -.78 10 .007 7 .036 4 7.171e-4 13 4460.889 7 666.627 4 ......................:. - .......�::< <::�: <- ;.:..:: 3 ....1�.: �11� ...:.�4...04R64 4_.; f�..` i. 6: ��6�:96'i...'�;t�::���'6�' <<�< 1379 10 max -.78 10 .008 7 .043 4 7.867e -4 13 4204.398 7 557.015 4 RISA -3D Version 9.0.1 [Q: \... \...199 - 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dj Page 38 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2 :19 PM Checked By: Envelope Member Section Deflections (Continued) 138 1381 Member Sec 11 max x in LC in LC z in -.78 10 .008 7 .051 LC x Rotate Er... LC n) Uy Ratio LC (n) 89..0..1. 4 8.564e -4 13 4057.998 7 Uz Ratio LC 474.284 4 1383 1385 1387 1389 1391 12 max 13 max -.78 -.78 10 .009 10 .009 7 7 .059 410.209 4 .067 14 max 15 max 16 max -.781 10 .009 7 -.781 10 .009 .....1.,3�. 7 .075 .084 4 1.065e -3 13 4239.442 7 12 1038,` 4 1.135e -3 13 4579.568 7 -.781 10 .008 7 .093 11 318.691 95477 285.309 4 257.656 4 234.492 4 214.898 4 4 1.205e -3 13 5184.375 7 1393 17 max 1395 18 max 3813 ..., ......................... ........ 1397 19 max -.781 10 .008 ...':f::!:����i iii iv::1•:L:: ii:'i -.781 10 .007 -.781 10 .006 7 .112 .121 4 1.275e -3 13 6293.81 7 4 1.344e -3 13 8636.617 7 4 1.414e -3 13 NC 7 198.182 4 1399 1401 20 max -.781 10 .005 7 .131 4 1.484e -3 13 NC 183.815 4 M36 1 max -.778 10 0 1 0 1407 1409 ,14 1411 3 max 4 max 5 max -.778 10 -.778 10 0 7 -.778 10 .001 7 -.778 10 .002 7 -.001 -.003 -.005 -.007 6 max -.778 10 .002 7 -.01 • .......:.t11� 1413 7 max 1415 1417 441$: 1419 8 max 9 max 10 max -.778 10 .003 -.778 .01 -.013 10 .003 7 -.016 3.112e -5 12 NC 1 12 2.611e-5 12 NC -< : : :NC 12 .2.1.1e-5._.12 NC 7 1 :iTi58e- ' <. 13' ?� 7 '4L7$4 ? 12 1.609e -5 12 NC NC NC 12 12 1.108e -5 12 NC 7946.261 12 4495< 73 >' 1 7 4808.68 12 7 3312.567 12 12 6.064e -6 12 2457.73 12 12 1.052e-6 12 NC 7 1914.91 12 7 >+ '. >:::_ ' 9 - 7:' <> »> 12 - 3.96e -6 12 NC 7 1545.215 12 -.778 10 .004 7 -.019 -.778 10 .004 -.022 1421 1423 1425 11 max 12 max 13 max -.778 10 .005 -.778 10 .005 -.778 10 .006 7 -.026 -.029 -.033 12 - 8.972e -6 12 NC 12 - 1.398e -5 12 NC 12 - 1.9e -5 12 NC .,�{.y.'.�...:..1 ..:.:..:....::..,..:. '' /yam /y�' 12 -2.401e-5 12 NC 12 - 2.902e -5 12 NC 7 i31i1'< 7 1280.462 12 t 0 65105 >`8 7 1083.531 12 7 932.624 12 7 814.174 12 7 719.343 12 1427 14 max -.778 10 .006 7 -.037 12 - 3.403e -5 12 NC 7 64.153 12 1429 1431 15 max 16 max -.778 10 .006 :389:: >` ......:.:<...::. -.778 10 .007 • 7 -.041 • 7 12 - 3.904e -5 12 NC 9.$ 578.43 12 6 12 - 4.406e -5 12 NC 7 525.185 12 -.046 RISA -3D Version 9.0.1 [Q : \... \... 199- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 39 • • Company Designer Job Number : Engineers Northwest Inc., PS DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 58)w Envelope Member Section Deflections (Continued) 1433 Member Sec x [in] LC y [in] LC 17 max -.778 10 .007 z [in] LC x Rotate (r... LC (n) Uy Ratio LC (n) Uz Ratio LC -.05 12 - 4.907e -5 12 NC 7 480.229 12 1435 :4. r:: >:: >;;; ,::. 9i::<:::: �:'I' -: >:; :: » >�•;43:'l �� < >10..........03 ...:.....'; :. ........1..35. : 2 18 max -.779 10 .008 7 -.054 12 - 5.408e -5 12 NC 7 441.924 12 1437 19 max -.779 10 .008 7 -.059 12 - 5.909e -5 12 NC 7 409.025 12 1::359 1439 , 20 max -.779 10 .008 7 -.063 12 - 6.223e -5 10 NC 7 • 1441 M37 1 max -.459 10 0 0 1 2.474e -4 13 NC 1 1443 2 max -.459 10 0 11 -.006 10 3.103e -4 13 NC 11 iiiY:s��s.��{{,�IA� /. {' - .'Y�i': ^iii:: ^:i iill:•'l.: �:: i ?�i ii: ;•...,W M.7•i " >i ? ?:iii >'Y:�: 1445 3 max -.459 10 .002 11 -.012 10 3.732e -4 13 NC 11 380.574 12 NC 9704.836 10 :5410X051::::1: I: J 5280.569 10 1447 4604: 4 max -.459 10 .003 11 -.018 10 4.361e -4 13 9139.102 11 :207 :7:6 <Tt::<1 >`: 3847.269 10 1449 5 max -.459 10 .003 11 -.023 10 4.99e -4 13 6987.541 11 1451 6 max -.459 10 .004 11 -.028 10 5.619e -4 13 5735.36 11 $01:025 3168.337 10 :.4:9 2798.009 10 f. 7 1453 7 max -.459 10 .005 11 -.033 6.247e -4 13 4937.747 11 2589.501 10 :1:460;552 «1 1455 8 max -.459 10 .006 11 -.037 10 6.876e -4 13 4405.833 11 2482.1.. 10 1457 9 max -.459 10 .006 11 -.041 . 10 7.505e -4 13 4047.367 11 ::I:�i:!i �reiil.: iii:::: iii "i�:' {'r:" r,'i r: �i5 •i:i:: . it :i:. ......:. 10 max -.459 10 .006 11 -.045 12 8.134e -4 13 3813.956 11 1459 4460 :.......:............. .......:..............r€girl€': ::.:..$ice: >::1 >: 2448.251 10 ::381 35 ' 1706.536 12 rf 7- 12: `2446;21:4::::: >6' 1461 11 max -.459 10 .007 11 -.048 12 8.763e -4 13 3680.525 11 :130:7:4:87: 1766.813 12 1.4 :.:................ ... ........... ;;;;;;;:. :,:;i:; :ii:. �} :i!!': i i;:; n;l:;:;i[:• ' : is i{ Y: %E;;: '{{`i:` is ?i::.!�:i�/':{[ ../}.,�•:ii::: :S ?:: l:. . :M , i '.L•l!?T:::: h)' ::: 3': XXAA (j.:•::! iiyr ...........F01.'1:..... .. r.:...�VBf.R ........... -.05 12 9.392e -4 13 3636.935 11 1463 12 max -.459 10 .007 11 1873.128 12 ::. i.:: .......:...... Et'fE7!i;:Ei;;;•::;;;.ra:;:; �>:;.:: �:;:;; � ::.: � s: � ?:;.:; :�if:.;i:: .:::. �: r.OVfi:::::.:- •:�:.; 1465 13 max -.459 10 .007 11 -.053 12 1.002e -3 13 3685.542 11 1467 14 max -.459 10 .006 11 -.055 12 1.065e -3 13 3843.378 11 2036.905 12 2280.253 12 2645.364 12 278L695 3218.649 12 g>i »> ... 1469 15 max -.459 10 .006 11 -.057 12 1.128e -3 13 4151.187 11 1471 16 max -.46 10 .005 11 -.058 12 1.191e-3 13 4698.843 11 1473 1 max -.46 10 .004 11 -.06 12 1.254e -3 13 5703.718 11 • >'= ....... E 1475 18 max -.46 10 .003 11 -.062 12 1.317e -3 13 7826.016 11 ,622..:..6. 1477 19 max -.46 10 .002 11 -.063 12 1.379e -3 13 NC 11 1479 20 max illy! -.46 10 0 11 -.064 12 - 1.442e -3 13 NC 11 4203.634 12 ,:: 6213.005_12 NC 12 >' ,.: NC 12 1481 M38 1 max -.614 14 - 1.364e -5 12 NC 1483 2 max -.614 14 0 7 .01 1 -8.271e-6 12 NC 7 1485 3 max -.614 14 .001 7 .02 1 - 2.9e -6 12 NC 7 NC 1 NC 1 NC 1 RISA -3D Version 9.0.1 [Q :\... \...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r35] Page 40 • • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2 :19 PM Checked By: Envelope Member Section Deflections (Continued) 1487 Member Sec x [in] LC y [in] LC z [in] LC x Rotate r... LC n Uy Ratio LC n) Uz Ratio LC 3t�%1 29;26.6: 4 max -.614 14 .002 7 .03 1 2.471e -6 12 NC 7 NC 1 ......... 2 ... 1489 5 max -.614 14 .003 .04 1 7.842e -6 12 NC 7 NC 1 M :::;:€124...:. .14" 4 17- ;52,. 1491 6 max -.614 14 .004 7 .051 4 1.321e-5 12 NC 7 473.352 4 1493 7 max -.614 14 .004 7 .061 4 1.858e -5 12 NC 7 390.881 4 1495 8 max -.615 14 .005 7 .072 4 2.396e -5 12 NC 7 332.158 4 1497 9 max -.615 14 .006 7 .083 4 2.933e -5 12 NC 7 288.271 4 vta 1499 G• °i:5<. : <. 10 max i4 «_fi ,; .928. -.615 14 .006 .094 4 3.47e -5 12 C 7 254.269 1501 11 max -.615 14 .007 7 .106 4 4.007e -5 12 NC 7 227.182 4 1502 10 4 1503 12 max -.615 14 .008 7 .117 4 4.544e -5 12 NC 7 205.119 4 1..02.: :3 :' < : ]C :10 211961: 1505 13 max -.615 14 .008 7 .128 4 5.081e -5 12 NC 7 186.822 4 ...................... 8:; 1507 14 max -.615 14 .008 7 .14 4 5.618e -5 12 NC 7 171.418 4 1.002. 1509 15 max -.615 14 .009 7 .152 4 6.155e -5 12 NC 7 158.286 4 1511 16 max -.615 14 .009 7 .163 4 6.692e -5 12 NC 7 146.968 4 .1. .......... ............................... 1513 17 max -.615 14 .009 7 .175 4 7.23e -5 12 NC 7 137.124 4 ............ ............................... 1515 18 max -.615 14 .009 7 .187 4 7.767e -5 12 NC ::::1:i;#::81 :46 3E#4:: 7 128.49 4 1:516: Imo; 1517 19 max -.615 14 .009 7 .199 4 8.304e -5 12 NC 7 120.866 4 312 :s 4'>13> ? >::JG 1519 20 max -.615 14 .009 7 .21 4 8.841e-5 12 NC ::<.; 1::: �i€ i2<.;: .::<.:1:.::.:.:;;.;;:.;.Q2�.... '18.......>t. .... 522.... .....1.3 ....................'x. . 7 114.089 1521 M39 1 max -.925 14 0 1 0 1 9.931e-5 13 NC 1 NC 1 ................................ ............................... :::....1..486 ....1.........:i,# .. ......1..........: 1523 2 max -.925 14 .001 7 .001 4 1.352e -4 13 NC 7 NC max -.925 14 .002 .003 4 1.711e-4 13 NC 7 8132.398 1527 4 max -.925 14 .003 7 .005 4 2.069e -4 13 NC 7 5108.837 4 1529 5 max -.925 14 .004 7 .007 4 2.428e -4 13 9144.558 7 3630.236 4 >13< 1531 6 max -.925 14 .005 7 .009 4 2.787e -4 13 7487.772 7 2764.671 4 tfin 1533 7 max -.925 14 .006 7 .011 4 3.145e -4 13 6432.23 7 2202.478 4 J(� .. .. {its 1535 8 max -.925 14 .007 7 .013 8 3.504e -4 13 5727.677 7 1811.464 8 1537 9 max -.925 14 .008 7 .016 8 3.863e -4 13 5251.807 7 1508.716 8 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations 1Chiller Platform 1 -2 snow.r3d] Page 41 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: ��M Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] 10 max - .925 14 .0097 .019 .1.,488 >; 11 max -.925 14 .009 7 .022 ......... ............................... 12 max -.925 14 .01 7 .025 8 4.939e -4 t . ;<- 1:;:466<::<::; ::<::= OZ4:: ><:::: >1:0:<::< -0 .::: <:: :18<:: -4:44. 1545 13 max -.925 14 .01 7 .028 8 5.297e -4 LC x Rotate [r... 4.221e-4 e- 72:`{:e..4..: 4.58e -4 LC n) Uy Ratio LC n) Uz Ratio LC 13 4940.352 7 1282.277 8 1:i 10 <;7532 >08 13 13 4759.837 7 1107.894 8 13 4696.412 7 970.404 8 13 4752.519 7 859.882 8 1.5.6. 1547 1€5� 1549 1550; 1551 1552:: max max iti max 7 7 10 7 .031 .035 .038 6.015e -4 13 13 1:658:. 1557 556 1559 1568: t562 1:564€ 1565 x`1I :4: 1567 .009 .008 ........439 >:< >< .049 . ,- '01 >7= .052 7.45e -4 4949.562 5339.402 6036.85 7319.915 ...................... NC NC NC 3369:90 769.587 6.075e -6 max i max M max 14 14 1571 672 1573 '1` 1575 1577 1678- 1579 : ............ 1581 1583 1585 1586: 1587 1589 -.001 12 -?1 12 0 12 0 12 .002 12 .003 12 »:=d> 3€ .004 12 .006 12 13'1 >:13 .007 12 >: `- :635:: > > >13 € max -.922 slit >< -1 63 max -.922 max -.922 .004 .005 .006 .007 NC NC NC NC NC NC 10 12 13 max -.923 max -.923 3lli> »1484> max -.923 max `rit1 max '151 1591 .008 .009 .009 - 1.335e -5 12 1> - -.923 14 .011 7 .013 12 - 3.556e -5 8488:71: NC 2684.986 2229.695 1894.247 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 1Calculations \Chiller Platform 1 -2 snow.r3d] Page 42 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 //W 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x jinj LC y Lin]... LC z [in) LC x Rotate [r... LC (n) U,y Ratio LC (n) Uz Ratio LC 1593 17 max -.923 14 I .011 I594 Wadi 1595 18 max -.923 14 I .012 1597 19 max -.923 14 .012 1599 20 max -.923 14 I .012 1601 M41 1 max -.599 14 Airt 1603 2 max -.599 14 1605 max 7 .015 12 • x:052,:: .017 12 .019 12 7 .021 12 0 1 0 1 0 11 -.007 12 -.599 141 .002 11 -.014 12 min . 1607 4 8 max (21 -.599 141 .003 11 -.02 1609 5 max 12 -.599 14 I .003 11 -.026 12 ........................... J'. .....- 979.........'1........... x.006...... 1611 6 max P:04* _041. -.599 14 I .004 11 -.032 12 61:2 1613 max -.599 141 .005 11 max mirr -.599 14 J .006 11 ........................... ............................... 1617 9 max -.038 12 -.044 12 -.6 141 .006 11 -.049 12 1619 10 max -.6 141 .007 11 -.054 12 IWO 1621 11 max -.6 141 .007 11 -.06 1• 1623 12 max -.6 14 I .008 E�1 1625 1' 13 max 12 11 -.065 12 14 I .008 11 -.07 12 1627 14 max -.6 141 .008 •::min:: 1629 15 max 11 -.075 12 -.6 141 .008 11 -.079 12 1631 16 max -.6 141 .008 11 -.084 12 1633 17 max -.6 141 .007 11 -.089 12 1635 18 max -.6 141 .007 11 -.093 12 1637 19 max -.6 141 .006 11 -.098 12 ......................... 1639 20 max -.6 141 .005 11 -.103 12 1641 M42 1 max -.627 14 1643 2 max -.627 14 0 1 0 1 0 7 .01 1 - 3.833e -5 12 NC 7 1639.266 12 395e 1v .... - 4.111e -5 12 NC 7 ;::459:991 1440.597 12 - 4.389e -5 12 - 4.666e -5 12 NC 7 1282.682 12 1155.095 12 1.082e -4 13 NC 4.07 1.429e -4 13 NC 11 1.776e -4 13 NC 11 2.123e -4 13 NC 11 ::2 >177 2.47e -4 13 NC 11 2.817e -4 13 8226.336 11 NC 12 8810.522 12 6418.791 12 5285.798 12 ::583<45<:'€ 4667.729 12 3.163e -4 13 7041.214 11 3.51 a -4 13 6249.284 11 3.857e -4 13 5712.728 11 4.204e -4 13 5358.943 11 4083.524 12 .28$.4!#6::: 4130.178 12 4.551e-4 13 5149.812 11 254145> 5> 4277.37 12 4.898e -4 13 5069.036 11 227187 >. "55::: 4536.247 12 5.245e -4 13 5118.186 4934.618 12 5.592e -4 13 5319.336 11 5526.265 12 '5845 :.: 5.938e -4 13 5727.183 11 17247 ?: 6413.777 12 6.285e-4 13 6463.534 11 7807.233 12 X133 €'11?5<1 12 6.632e -4 13 7823.94 11 NC 45 6.979e -4 13 NC 11 NC 12 7.326e -4 13 NC 11 NC 12 7.673e -4 13 NC 11 2.762e -5 12 NC 1 NC NC 12 I €1 €1 €1:1:1::` €1 €,, •, 3.218e -5 12 NC 2438.04 RISA -3D Version 9.0.1 [Q : \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 43 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 1645 3 max -.627 14 .002 7 .02 1 3.673e -5 12 NC 7 1217.901 1 ............................... ............................... 1646:; .'i 1647 4 max -.627 14 .002 7 .03 1 4.128e -5 12 NC 7 811.216 1 1649 5 max -.627 14 .003 7 .039 1 4.584e -5 12 7800.948 7 607.893 1 1651 6 max -.627 14 .004 7 .049 1 5.039e -5 12 6240.497 7 485.916 1 ...... ............................... gt 1653 7 max -.627 14 .005 7 .059 1 5.494e -5 12 5200.108 7 404.611 1 9629,269 1655 8 max -.627 14 .005 7 .069 1 5.95e -5 12 4456.898 7 346.548 1 j9. 1657 9 max -.627 14 .006 7 .079 1 6.405e -5 12 3899.424 7 303.01 1 1659 10 max ire -.627 14 .007 .089 ,1.44 < >'[ 4 6.86e -5 12 3465.775 7 269.157 1661 11 max 4: ......... ............................... -.627 14 .008 7 .099 1 : 7.316e -5 12 3118.802 7 242.082 1 . <;< »< > < >` < >:' :....,::. : >1' ' t...... a. 4...... 3.........1!( �.........:1#�....$..564;483... 4.. 1663 12 max -.627 14 .008 7 .109 1 7.771e-5 12 2834.868 7 219.937 1 .......... ...................:........... 1s : >lQ ::44:> 1665 13 max -.627 14 .009 7 .119 1 8.226e -5 12 2598.212 7 201.489 1 • 1667 14 max e e e �•y� -.627 14 1 .129 8.682e -5 12 2397.924 7 185.885 1 T,. y 15 max -.627 14 .011 7 .139 4 9.137e -5 12 2226.212 7 172.507 4 >:1>x '124 -13 >� 1671 16 max -.627 14 .012 7 .149 4 9.592e -5 12 2077.359 7 160.558 4 2. 277644...13.. ..4 #. 17 max -.627 14 .012 .16 4 1.005e -4 12 1947.08 7 150.134 4 v 1675 18 max >.P -.627 14 .013 7 .17 4382044.40: >13! :0:41001;1:41: » ? ; .... €14 1.05e -4 12 1832.097 7 140.966 4 1677 1 max -.627 14 .014 7 .181 1.096e -4 12 1729.861 0 7 132.844 A 593 4 •FKi <!i4:!i :::14:::: 1679 20 max -.627 14 .015 7 .191 4 1.141e-4 12 1638.36 7 125.602 4 1680. - .......... 1681 M43 1 max -.613 14 0 1 0 8.35e -5 8 NC 1 NC 1 •1 682 ..:. »: >: >:< <z >:: >:: »:: >:> :.:.::: ::;::;:<::> ::1 I : 1683 2 max -.613 14 0 7 -.007 12 1.075e -4 8 NC 7 NC 12 184 =: 1685 188 . ti? 3 max -.613 14 -.014 12 98' 1.314e -4 8 NC 7 9498 858 12 '1 1687 4 max -.613 14 .001 7 -.02 12 1.554e -4 8 NC 7 6923.909 12 1689 5 max -.613 14 .002 7 -.026 12 1.794e -4 8 NC 7 5704.933 12 1691 6 max -.613 14 .002 7 -.032 12 2.034e -4 8 NC 7 5040.834 12 1693 ::►yin:: 7 max • • -.613 14 .003 -.038 12 2.273e -4 8 9008.903 7 4667.863 12 }:3 .J. 1695 8 max -.613 14 .003 7 -.044 12 2.513e -4 8 7649.274 7 4476.991 12 184, 1697 9 max -.613 14 .004 7 -.05 12 2.753e -4 8 6620.643 7 4418.813 12 RISA -3D Version 9.0.1 [Q :\...\... 199- 136045000 - SDC 42 \Calculations 1Chiller Platform 1 -2 snow.r3d1 Page 44 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: co/ Envelope Member Section Deflections (Continued) Member Sec Mitt! 1699 10 max 1701 11 flax S ?t.Yitt4`: 1703 z max :.::::.: . ..... 13... max -.614 14 .006 11111 + -.614 ....0°016.9. + + • 17° :.. ---.076 12 3.951e-4 -.614 + + + 4.191 e-4 1705 LC z jinn LC x Rotate [r... LC n) 14.y. Ratio LC (n) L/z Ratio LC .170' 82 ........ 5 .......1., 436 .... 4 . :51581311034:'.705.2629:1. . 7 -.055 12 2.993e -4 8 5813.221 17° 4472.713 12 ..� .:........ ..:.. 7 -.06 12 3.232e -4 8 5161.173 7 4635y.�9yy08 12 ,:,1;.�8e;4 ::225 7 -.066 12 3.472e -4 8 4622.629 7 4920.814 12 -.071 12 3.712e -4 8 4169.688 7 5358.04 12 1709 1 max 1 max -.614 14 1 max -.614 14 t7 8 3783.042 © 6006.611 3448.898 8811 6979.022 .008 -.086 12 4.431e-4 008 -.09 12 4.671e-4 1715 1 max -.611143 14 .009 1717 19 max -.6.14 14 .01 8 3157.136 0 2900156 7 33tk1 -.095 12 4.91e-4 8 2672.134 ::" - . 4:654.64:-M + ..: n:i1•.s4 ;:!iii MIME -.1 12 5.15e -4 : 2468.527 $ .....:.A9iV:' :2.8l9e #4: ...:<:�1C: »' 1719 1721 max -.614 114 1. -.938 14 .01 0 -.105 • + + NC ..:A002i :5: > > 141096=8:: ii!lK 0;: max • + + -.001 12 3.855e -5 : NC TIM O + Y ::i ::::- .. .-. _ _ : -: -:: '::... is - :-:i :. 2::.;} .......i . . ..:.... .. .... .. .i: :. - . ::::::0141 ':::::: is max • .003 -.002 12 5.365e -5 8 NC ...::.015.0:::5::.4298e4 lit gat.104i::.:: max -.938 14 .004 -.002 12 6.875e -5 : NC '00 �.:> >> 4100.8::: €: :.'• :::::5g; 1VC` >> .004 -.002 12 8.385e -5 - + 4 .005 -.002 ....,._...... :4` : *1 ' $ " - -' ---- 1733 7 max 1735 max max 1739 1`749 1741 42 1743 1745 1747 1749 NC NC y��Nyy��/Y!C{,{�' NC NC + .439409:9' NC NC 244t. NC f956 14 .006 7 -.001 12 1 :� `:;:;;µr1:4:= '<':�' '�.;:; ,tf1..5:.::: . 1 max 12 max 4 1 max �:rnirie< 1 max 1 .008 .009 .009 1 1.443e -4 444604 0 12 1.594e -4 .45644: .001 12 1.745e -4 .002 12 1.896e -4 max .011 .003 12 2.047e -4 : NC 15 max .012 .004 12 2.198e -4 : NC 7 5452. ;<:: >:::::: :....:....:..4�`'�::.::: -- - ..., .Ilgf!!�.;.:::'- 4 fji. woorina .. .... .. RISA -3D Version 9.0.1 [Q : \...\... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 45 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 VI /'� 2:19 PM /' Checked By: Envelope Member Section Deflections (Continued) Sec x [in] LC y [in] LC 1751 16 max -.939 14 .012 7 .....�I \a:± ::•::. �.�.,T�.V.�:: :�::< :::iii? 'i: -.: _: i.4f2..........� 4 1753 17 max -.939 14 .013 7 Member z [in] LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC .006 12 2.349e -4 8 NC 7 4299.351 12 .007 12 €862? 13 2.5e -4 7 3523.799 NC 7 2563.724 12 1758. 1759 176Os 1761 762: 1763 4784 €. M45 max max 0 0 > > > >: 0 .011 0 .001 2251.823 14 14 1769 17781 1771 1772:. -.94 -.94 .002 .003 .006 .008 9.779e -5 1.158e -4 8 NC 8 8716.83 14: 91; 4 .056 1773 m4. .......... 1775 1777 778 1 7}/y�77 {��9( 180 ;76:' 7251.017 3770.357 4 2869.281 4 max -.94 -.941 14 14 5411.656 63115423 4795.443 3894.233 989.222 1785 17861 1787 4788: 1789 798:: ........................... ....................... max :mils. max max `riot -.941 ...1. �' '6 �:..r44f: -.941 '<<44 -.941 - 1.464::::: -.941 -.941 .007 . ........ {...�. e..�.y.. . .007 3 0291: .008 .027 .031 .034 .037 .041 .044 .048 6065.459: 3016.044 2.96e -4 2799.226 ..... ................. 2608.56 2439.466 2288.383 1799 4800'. ............ 1801 M46 », `1 < 1803 max max -.627 14 0 7 .01 1 2.762e -5 =fig 4'8;:1 >]i` 3.218e -5 12 NC 2438.04 RISA -3D Version 9.0.1 [Q: \... \...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 46 • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec 1805 #806 1807 1809 181 c 1811 1813 1815 �'•��I�Y/i:iil:ii'iiii'iiiiiii iiiiiiii:� 1817 1819 1821 1823 i$ ?[ 1825 1827 1829 x nj LC y [in] LC z [inj LC x Rotate [r... LC nj Uy Ratio LC 027e-5: ;;13......i. -.627 14 .002 7 .02 1 3.673e -5 12 NC 7 3 max ) Uz Ratio LC 1217.901 1 max -.627 14 .002 .03 1 4.128e -5 12 NC 7 811.216 ax -.627 14 .003 .039 1 4.584e -5 12 7800.948 7 607.893 max -.627 14 04 .049 5.039e -5 12 6240.497 7 485.916 max -.627 14 .005 .059 5.494e -5 12 5200.108 7 404.611 6#: max 9 Max -;.` {627 -.627 14 ::V,: .005 14 .006 7 .069 .079 5.95e -5 12 4456.898 7 »11 :: ` »: »'> 346.548 1 6.405e -5 12 3899.424 7 303.01 • <.. 1 max -.627 14 .007 .089 6.86e -5 12 3465.775 7 269.157 220' 11 max -.627 14 .008 .099 1 7.316e -5 12 3118.802 7 242.082 .......:0:1.2 .. 1 ax -.627 14 .008 .109 1 7.771e -5 12 2834.868 7 ;d >4= f3..�S 1> 219.937 13 max -.627 14 .009 1 max -.627 14 .01 8.226e -5 12 2598.212 7 1 8.682e -5 12 t <: . >> 2397.924 7 201.489 185.885 1 max -.627 :.` OJi f 14 .139 • 4 9.137e -5 12 2226.212 7 1831 1 max -.627 14 .012 .149 1 4 9.592e -5 12 2077.359 7 172.507 4 160.558 4 150.134 4 1833 1 max -.627 14 I <� .012 .16 14 1.005e -4 12 1947.08 7 • 1835 1 max -.627 14 .013 u:av .17 4 1.05e -4 12 1832.097 7 .14: y484 > %:13 `1. 140.966 4 1837 1 max -.627 14 .014 .181 '1833 4 1.096e -4 12 1729.861 7 132.844 1839 2 max -.627 1841 M47 ax -.606 14 14 .015 .191 4 1.141e-4 12 1638.36 7 • .:E: 1.1 e-4 NC 4 X41 1843 max -.606 14 11 -.008 11 1.273e -4 2 NC 11 3127.99 ................. 1562.309 1:844; 1845 max -.606 1847 14 11 1.446e -4 2 NC 11 4 11 11 1849 1851 1853 1855 max -.606 .001 .................. F7175> 11 -.023 ................. 12 1.619e -4 2 NC 11 9262.062 12 max -.606 14 .092 11 -.03 11 -.037 12 1.792e -4 2 12 1.965e -4 2 7:.. max max -.606 14 .002 NC 11 9626.255 11 -.606 «9S2 -.606 ... 14 14 7627;033 528 448 6735.049 ..................................... ............................... 003 11 -.044 12 2.138e -4 2 .004 11 - .051 12 2.311e-4 2 6818.938 11 5973.644 �:<.......,..:.,.... SIB <:<= <:........7.,��1'�� X4`1 >;$D9ti9�`>'< >�`: 7995.327 11 6232.655 1 2 12 12 12 RISA -3D Version 9.0.1 [Q: \...\... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dj Page 47 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 / 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] 1857 9 max LC x Rotate [r... LC (n) Uy Ratio LC 1n) Uz Ratio LC 5891.644 12 -.606 14 .004 11 -.058 12 2.484e -4 2 5926.936 11 1859 4010:i 10 max -.607 14 .005 11 -.065 12 2.657e -4 2 5 1861 11 11111 1::: max • -.607 14 .005 11 -.071 12 2.83e -4 2 4 1863 12 1865 13 mum gg: : :: ;a max jititt -.607 14 .006 11 -.078 12 3.003e -4 2 4 224.873 11 5958.78 12 234�1:. 656.143 11 6170.945 12 �86 184.779 11 6544.203 12 max -.607 14 .006 7 -.084 12 3.176e -4 2 3773.603 7 7118.653 12 1867 14 max -.607 14 .007 7 -.091 12 3.349e -4 2 3413.928 7 7971.845 12 1868::' 1869 15 max 1871 16 max -.607 14 .008 7 -.097 12 3.522e -4 2 3101.433 7 :'. r:�li�i iifq:i:•1::��� -.607 14 .008 -.103 12 3.695e -4 2 2827.337 7 ...._g8�;'' >�1' >`- :#122: >' 1873 17 max -.607 14 .009 7 -.11 12 3.868e -4 2 2585.04 7 9251.719 12 148:39114 '':61:: NC 12 NC 12 1875 18 max -.607 14 .01 7 -.116 12 4.041e-4 2 2369.468 7 NC 12 ::;. >; :2. .:: /y�� ........5: ,..:'� {{:a4'/ /� e...::::;1:9:�: 1877 19 max -.607 14 .011 7 -.122 12 4.214e -4 2 2176.647 7 NC 12 EiElti::: 1879 20 max -.607 14 .012 -.128 12 4.387e -4 2 2003.403 7 NC 12 1881 M48 1 max -.959 14 0 1 0 1 1.33e -6 14 NC 1 11111V: �.1 1883 2 max -.959 14 0 7 0 12 9.039e -6 14 4:7.4 »» > >:'I ; . • <-::;;: -.042: NC 7 NC 12 1885 3 max -.959 14 .002 7 -.002 12 1.675e -5 14 NC 7 NC 12 -tags ". 1887 4 max :::: :1:.4:74::: ::::1:.::::.......fl ......�....... ...........,.... -.959 14 .003 7 -.002 12 2.446e -5 14 NC 7 trait.: 0616510 NC 12 r 1889 5 max Atit -.959 14 .004 7 -.002 12 3.217e -5 14 Y NC 7 1891 6 max -.959 14 .005 7 -.003 12 3.988e -5 14 NC 7 9924.855 12 9319.859 12 :.....1<.4�74... 1...........Q. 1{� ......................... ...42:4. 1893 7 max -.959 14 .006 7 -.003 12 4.759e -5 14 NC 7 236712 5< 9318.697 12 IQ..t312 .......5...5,0I` 1895 8 max -.959 14 .007 7 -.002 12 5.53e -5 14 NC 7 9875.236 12 1897 1899 10 max xon max -.96 14 .008 7 -.002 12 6.301e-5 14 NC 7 NC 12 ................. le 04* -.96 14 .009 -.002 12 7.072e -5 14 NC NC 12 'iii 1901 11 max -.96 14 .01 7 -.001 12 7.843e -5 14 NC 7 1903 12 max -.96 14 .011 7 0 12 8.614e -5 14 NC 7 NC 12 NC 12 1905 13 8ii:: max 10 i .t . 905e4.: .12::.:::::.NC:::::::::.�il.: -.96 14 .012 12 9.385e -5 14 NC NC 12 . 474 1907 14 max -.96 14 .012 7 12 1.016e -4 14 NC 7 NC 12 12 1909 15 max -.96 14 .013 7 .002 12 1.093e -4 14 NC 7 NC RISA -3D Version 9.0.1 [Q: \... \...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 48 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 1/ Jan 26, 2011 �7 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x rin) LC» y [in]. : LC :::z [ n] :.: LC x Rotate jr... LC (n) Uy Ratio LC : (n) Uz Ratio LC •z 474 >;:<'<;<<:«:::.:Y024::; >:<'1 €: <;<:;:;:= 0;>.:.: 0, 6�4e.: S... 1..: ..:..::#SIC..:.:.:.:8, 7 1911 16 max -.96 14 .014 .003 12 1.17e -4 14 NC 7 9142.034 12 1:1:2 =_ ::..:::1...47...4..._.: .:..:.{}26.::: .....035... 1913 17 max -.96 14 .015 7 .004 12 1.247e -4 14 NC 7 6711.075 12 1915 18 max -.96 14 .016 7 .005 12 1.324e -4 14 NC 7 5262.328 12 1917 19 max -.96 14 .016 7 .006 12 1.401e-4 14 NC 7 4310.598 12 1919 20 max -.96 14 .017 .007 12 1.478e -4 14 NC 7 3644.176 12 4 1921 M49 1 1923 max max -.961 14 0 1 0 1 1.27e -5 8 NC 1 NC 1 -.961 14 0 7 .001 4 8.536e -6 8 NC NC 4 1925 3 19 max -.961 14 .001 7 .003 4 4.727e -6 4 NC 7 8169.95 4 ........... . 1927 4 max -.961 14 .002 7 .005 4 3.658e -6 14 NC 7 5223.36 4 ut emit 101 1929 5 max -.962 14 .003 7 .006 4 5.413e -6 14 NC 7 3768.952 4 mii�... 1r 1931 6 max -.962 14 .003 7 .008 4 7.168e -6 14 NC 7 2909.239 4 1933 7 max -.962 14 .004 7 .01 4 8.923e -6 14 NC 7 2345.399 4 <t�ist: [ 9 1935 8 max -.962 14 .005 7 .012 4 1.068e -5 14 NC 7 1949.595 4 ii ::::::1:::477i::`::::i' ?Fi -T:: >::::i:401:8:'ii:: �•�:: �`:::`::��iY::: ::�........... 1!.....1.4646 .�:- �:.,�.:: ^i:x:::::: :' i ?::!`:S:Ti::::''':: �i:�:4: .�•: ::::::i ?:�::ii iiii ::i:f:�i 1937 9 max -.962 14 .005 7 .014 4 1.243e -5 14 NC 7 1658.067 4 :t1 »1:.4:7..7 .... #...... - .33.7..:. .........4 .......13.... �a7fi��.�.�. ,.:� ........��....... ;fit#; >> <�;� >< > >€ ..1. 1939 10 max -.962 14 .006 7 .017 4 1.419e -5 14 NC 7 1435.503 4 1941 11 max -.962 14 .007 ................... 7 .019 8 1.594e -5 14 NC 7 1257.337 8 1943 12 max -.962 14 .007 7 .022 1.77e -5 14 NC 7 1108.898 8 1945 13 max -.962 14 .008 7 .024 8 1.945e -5 14 NC 7 988.602 8 '1: 944 ............... ............................... 1947 14 max -.962 14 .009 7 .027 8 2.121e -5 14 NC 7 889.583 8 1949 15 1111* max -.962 14 .009 .03 8 2.296e -5 14 NC 7 806.993 8 1951 16 max -.962 14 .01 7 .033 8 2.472e -5 14 NC 7 737.322 8 1953 17 max -.962 14 .011 7 .035 8 2.647e -5 14 NC 7 677.971 8 4954 1955 18 Max -.962 14 .011 7 .038 8 2.823e -5 14 NC 7 626.978 8 1.1 1957 19 max -.962 14 .012 7 .041 8 2.998e -5 14 NC 7 582.84 8 1959 20 max -.962 14 .013 7 .044 8 3.174e -5 14 NC 7 544.383 8 1961 M50 1 max -.615 14 0 1 0 1 7.163e -6 14 NC 1 NC 1 RISA -3D Version 9.0.1 [Q: \.._. \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 49 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x (in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 1963 2 max -.615 14 1965 3 0 11 .011 1 9.812e -6 14 NC 11 NC 1 max -.615 14 .002 11 .022 1 1.246e -5 14 NC 11 NC 1 1967 4 max -.615 14 .002 11 .034 1 1.511e -5 14 NC 11 022 .... O» NC 1 1969 5 max -.615 14 .003 11 .045 1.776e -5 14 7601.917 11 NC 1971 6 max -.615 14 .004 11 .056 1 2.041e-5 14 6076.462 11 NC 1 1973 7 max -.615 14 .005 11 .067 1 2.306e -5 14 5056.394 11 NC 1975 8 max -.615 14 .006 11 .078 1 2.571e-5 14 4325.141 11 NC 1 1977 9 :►.sic€: :::;:::...97`1:: '« >.. .. 6 max -.615 14 .006 11 .09 1 2.836e -5 14 3774.426 11 NC 1979 10 max -.615 14 .007 7 .101 1 3.101e-5 14 3337.561 "506 4 $190.067 NC 1 1981 11 max -.615 14 .008 7 .112 4 3.366e -5 14 2984.25 7 213.895 4 ........ ................. 7866 54`:1 1983 12 max -.615 14 .009 7 .124 4 3.63e -5 14 2692.74 7 193.679 4 97 ................... . 1985 13 max -.615 14 .01 7 .136 4 3.895e -5 14 2447.685 1987 14 max -.615 14 .011 176.876 .148 4 4.16e -5 14 2238.469 7 162.699 4 fEgl 1989 15 max -.615 14 .012 7 .159 4 4.425e -5 14 2057.516 7 150.584 4 14:.. 1991 16 max -.615 14 .013 7 .171 4 4.69e -5 14 1899.275 7 140.117 4 17` .......1.�._ .....63i :81313 t 1 >4 1993 17 max -.616 14 .014 7 .183 4 4.955e -5 14 1759.587 130.99 .. f1.7` »: ::.:.:'. 1:4: 1995 18 max -.616 14 .015 1 .195 4 5.22e -5 14 1635.272 • 122.965 4 1997 19 max -.616 14 .016 7 .207 4 5.485e -5 14 1523.861 7 115.858 4 1999 20 max -.616 14 .017 7 .219 4 5.75e -5 14 1423.401 7 109.524 woo ; >a:::fl 2001 M51 1 max -.551 11 0 1 0 1 3.755e -5 14 NC 1 NC 1 2003 2 max -.551 11 0 11 -.008 11 4.524e -5 14 NC 11 NC 11 2005 3 max -.551 11 .001 11 -.016 11 5.294e -5 14 NC 11 NC 11 rtti> ..::.l• 4t 2007 4 max -.551 11 .002 11 -.024 12 6.064e -5 14 NC 11 5380.063 12 21308::::::::;:.: <;:> 2009 5 max -.551 11 .002 11 -.032 12 6.834e -5 14 NC 11 4430.389 12 2011 6 max -.551 11 .003 11 -.039 12 7.604e -5 14 9022.847 11 3912.315 12 „.... . 9 . „.. ' . > <: 1 %- 6: `>'= OB " < - ":' .5..,6.. 2013 7 max -.551 11 .003 11 -.046 12 8.374e -5 14 7465.323 11 3620.541 12 2015 8 max -.551 11 .004 11 -.053 12 9.144e -5 14 6344.839 11 3470.143 12 RISA -3D Version 9.0.1 [Q : \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 50 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in 2016::«: % ::::: :::<:!<; %:;-:;;- :< %:<.:<•• :::; :: >: >;:.:mi9..> 2017 9 max -.551 2010 ... 2019 10 max >t3'3i n 2021 11 max :.22 2023 ........................ LC y LC x Rotate [r.. LC (n) Uy Ratio LC (n) Uz Ratio LC F 2 A ki^ �........ �...... � >.�a..`.tY�TMT.... i�.......�...�rW ... �.......... })0.I ...........�.... 11 .004 11 -.059 12 9.914e -5 14 5497.871 11 3422.574 12 ...........:.... ............................... -.551 11 .005 11 -.066 12 1.068e -4 14 4833.606 11 3461.645 12 >::; ':::5::.... 4 . e»?#:-::<;8<::A7t6 l7::. 2. -.552 11 .006 11 -.072 12 1.145e -4 14 4297.584 11 3584.977 12 - -= - >3 12 max -.552 11 .006 2025 13 max -.552 11 .007 2020 '�. .. ;:- - - 2027 14 max -.552 11 .008 202$:_::::� >: <s: >:::>:`:: tit117[.:: :::: : ::.,t3�,: 'f .:::.::..::..02�.::: 2029 2031 2 i 2033 2034:::::> 2035 7 -.078 12 1.222e -4 14 3.85.3.549 7 7 -.084 12 1.299e -4 14 3463.015 7 * �4 .85,,►5'.e *4<.;:8: >37:76���.> 7 -.09 12 1.376e -4 14 3129.661 7 3801.908 12 .....72.38...:...�a..: 4135.744 12 4631.551 12 15 max -.552 11 .008 16 max -.552 11 .009 17 max -.552 11 .01 18 max -.552 11 .011 2037 2039 20 max -.552 11 .013 7 2041 M52 1 max -.928 11 0 22:.......... ......:.. ..... ......x11.0......1....428:: > ;'�< < < >`;i�� <<<; €;...,.... 2043 2 Max -.928 11 0 7 20:6 ::!:: ::::::::!j: ^j:~. V.V ::: ::ii:C:: :: : 2045 3 max -.928 11 .002 7 2046 111[..;: >;.:... .:..::..:.:::045.;:.;:.;.;1:1;: .......::.. • 19 max 7 -.096 Y�' g�9 7 :: .102... 7 -.108 1 Q..........201�..: 7 -.113 12 1.453e -4 14 2841.714 7 12 1.53e-4 14 2590.521 7 12 1.607e -4 14 2369.572 7 >8....5. 45.25......... 12 1.684e -4 14 2173.867 7 5375.302 12 6543.045 12 8549.429 12 MOM ' >5 > NC 12 -.552 11 .012 7 -.119 12 1.761e-4 14 1999.493 7 [ri; < :'-.. >« : < >> ><: 0 10- - 34 =<« ' =5< .. 8'= t > i. -.124 12 1.838e -4 14 1843.336 7 0 1 6.723e -5 8 NC 1 0 12 8.247e -5 8 NC 7 i' ? i!!Y0VIGi:[: i i:i:: :`• ?i :- 6421:77ee"!i7i:: 1S7:•i :' i:: i?IS.!::[ : 1 -.002 12 9.771e-5 8 NC 2047 2049 max NC 12 NC 12 97.07 -< .. . .............................. NC 1 NC 12 NC 12 -.928 11 .002 max -.928 11 .003 -.002 12 1.13e-4 8 -.002 12 1.282e -4 8 7177.711 7 9823.582 12 ::::::. Ol: i&:.:::.::. 5..... .- ..t#8�= ; >1:3:::Av3- 26:1;< 130001W...�... -.003 12 1.434e -4 8 5710.812 7 9227.803 12 9612.431 7 NC 12 2051 6 max -.928 11 .004 f420"" ::< 2053 7 max -.928 11 .005 2055 . ............................... 7 -.003 12 1.587e -4 8 4727.991 7 9230.579 12 . , :.::.... . 8 max -.928 11 .006 7 -.002 12 1.739e.4 8 4021.953 7 9787.514 12 :::: f::= :::<:;:: -1 1 t#::= :::::<::: -f:; -.928 11 .007 7 -.002 12 1.892e -4 8 3489.071 7 NC 12 -.928 11 .008 7 KKII -.002 12 2`I.04!Y�4ep -4 "`F8 �3/f071.77�8�/8 7 ;/I NC wh 12 :A3,39140 36 is :::: 144 778 J:v5fi -.928 11 .009 7 -.001 12 2.196e -4 8 2735.579 7 NC 12 .,.006e:::;:. 13 € :: 1 0:: 006e:4.:13.: :i.:1��.r.�'.6::.�#i.:,'�.�0*�z `�:. 2057 9 max 2058 2059 10 max 200 <_ > ><< >< «` > > > >' 2061 11 max 2062- . ............ ..... ...........min. 2063 2065 13 max 2061 offmaggato 'r it 2067 14 max 12 max -.928 11 .01 -.928 11 .011 12O -.928 11 .012 12 2.349e -4 8 2458.484 7 0 12 2.501e-4 a -4 8 2225.867 7 NC 12 1 <802 59 1 X822 � $02 NC 12 12 2.654e -4 8 2027.599 7 €1 $84:411: ....t NC 12 2 <<< RISA -3D Version 9.0.1 [Q: \...\... \99- 136045000 - SDC 421CalculationslChiller Platform 1 -2 snow.r3d] Page 51 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 /rit, 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC n) Uy Ratio LC In) Uz Ratio LC 7 .002 12 2.806e -4 8 11856.448 2069 15 max -.928 11 .013 NC 12 ............. 2{ 70 ....2622 .4.; 2071 16 max -.928 11 .014 1 7 .003 12 2.958e -4 8 1707.108 7 8996.854 12 2073 17 max -.928 11 .015 7 .004 12 3.111e-4 8 1575.602 7 6612.785 12 ....::,:. : ' x:448> ::> :» <' .; : 2 5 2075 18 max -.928 11 .016 7 .005 12 3.263e -4 8 1458.885 5189.48 12 2077 19 max -.929 11 .018 7 .006 12 3.416e -4 8 1354.588 7 4253.455 12 :............. . 2079 20 max -.929 11 .019 7 .007 12 3.568e -4 8 1260.835 7 3597.566 12 :456878 : 2081 M53 1 max -.929 11 0 1 0 1 4.653e -5 14 NC 1 NC 238 err ' 2083 max -.929 11 11 .002 4 5.865e -5 14 NC 11 NC 2084 >. ................ 2085 3 max -.929 11 11 .004 4 7.076e -5 14 NC 2186 < >?? ; >` " ' ' > ' : .•. :: rr :... :i:,329e:44M83`.:9685' 11 6438.167 4 2087 4 max -.929 11 .001 11 .006 4 8.288e -5 14 NC 11 4067.814 4 2089 5 max -.929 11 .002 i_11 .008 .428 ; >:;':::�€.::; 2090:, 2091 6 max -.929 11 .002 11 .011 9.5e -5 14 NC 11 2904.89 4 1.071e-4 14 NC 11 2221.853 . .: .: .. .. :: i!i.: iii. i::. i:.: iin: i.:i.::i.i:.i:Ii:i.i:.i;i:.:i .:::::.i:: : .:: ;:: .:: :: .: .: ; v;:: 'i;!!i; {:.i. ti :: .:' ;: ;: i {:: '.:;; .::ii:.::.:: .. .: :v.:: .i :i :: .i �.:: .:: :: ;:!: .::., ;:: ;•i:: i:: ;!._: :. ....:: ".:i.i: 2. =1> ; ::< <:> >::<>': b1::<::::::: <6::: - <: ><:« 001:: >< >::::<; ; _ ' »#... ......... r`t: :;:::...... �`<::::. ......�. ;::::::' .. 6e= 4: :::::':8:::<::::'::41:�95>::::< 2093 7 max -.929 11 .003 7 .014 4 1.192e -4 14 8563.467 7 1776.763 4 • 2095 8 max -.929 11 .003 7 .016 4 1.314e -4 14 7188.229 7 1466.289 2097 9 max -.929 11 .004 7 .019 4 1.435e -4 14 6142.277 7 1239.008 4 :X / -fix{ :�:•:: .... ..... ....: :4: " 1 2099 10 max -.929 11 .005 .023 8 1.556e -4 14 5317.971 7 1064.905 21#71 ................. 2101 11 max -.929 11 .005 7 .026 8 1.677e -4 . 14 4650.723 7 922.436 2 2103 12 max -.929 11 .006 7 .03 . 8 1.798e -4 14 4099.378 7 809.778 8 ;::. �1. «427 ....�........ x,03 .......10...... x,003 .. '4824**-- 2105 13 max -.929 11 .007 7 .033 8 1.92e -4 14 3636.413 7 718.976 8 l< :.:1::427:; >;< «1igat: 2107 14 max -.929 11 .007 7 .037 8 2.041e-4 14 3242.668 7 644.609 8 X37 :<8< 2109 15 max -.929 11 .008 7 .041 8 2.162e -4 14 2904.343 7 582.871 8 2111 6 2'1..2 ....:.... .................... :... 1 max -.929 11 .009 € -: /!�{A/� i�:iii :.:....4�TI.Y:e:: .045 8 2.283e -4 14 2611.201 >::1Y��Y..... .'i 3.. ..:Tf�3•iT�4 ..:i�:::i �UMW 7 531.018 :23,220: 2113 17 max -.929 11 .01 7 .049 8 2.404e -4 14 2355.459 7 487.026 8 O2f_951! 2115 18 max -.929 11 .011 7 .053 8 2.525e -4 14 2131.059 7 449.376 8 21 >16 <? 2117 19 max -.93 11 .012 .058 8 2.647e -4 14 1933.204 w 4 8 7 416.905 8 2119 20 max -.93 11 .014 7 .062 8 2.768e -4 14 1758.024 240.• 1 : =?r > > > . : : :.. ......ifl...... -ti 7 388.713 . 1:$26.10V 2121 M54 1 max -.555 11 0 1 0 1 5.104e -5 12 NC NC 1 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dj Page 52 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec 2123 2124<< >< 2125 2127 x in LC in LC max -.555 11 0 max -.555 11 .001 . - -.555 .0�02y. 2129 5 -.555 11 .002 ;_,; 2131 6 max -.555 11 .003 133 7 max -.555 11 .004 2135 max -.555 11 .004 11 ,1::- 2.137 max -.555 11 .005 11 2139 10 max -.555 11 .006 11 21:?40:.:::<�:::<= :<:: >.::;«:: >::: >:::;::::<:: ::'.<::�652':� - .::......0..4.........x►... 2141 11 max -.555 11 .007 11 z in LC x Rotate r... LC n L/ Ratio LC 1 6.103e -5 12 NC 11 NC ::<:: >; %:tLC;;:.:::::;:. i;:6i :; <::: <::::;:::::<:::: NC 11 NC NC 11 NC n Uz Ratio LC .088 .1 .113 .125 72 1 max -.555 11 1 max -.555 11 2147 14 max -.555 11 - -- •,.- : ......... . .... 149 15 max -.555 11 .008 =1>s:., .009 .138 .151 1.71e-4 5366.247 1 NC 4588.978 11 NC 3778:483:: 3976.781 11 NC 1.51e-4 12 3481.44311 NC ma�yy .01 12 146.407 :6214ti 76 .011 1.909e -4 12 135.487 ................. .... . :4 :41:26 A2 2151 16 max . ::............................. -.555 11 .012 .19 4 2.009e -4 12 1924.266 126.054 `2e� 9872�38 8.1111in. ® 1 %m, -:- -.555 11 ..:.:..014 .204 4 2.109e-4 1729.688 117.83 e 2155 1 max ..: ;.....: -.555 11 .015 .217 1559.536 110.601 a -.555 11 .017 .23 1410.037 0 104.2 /� nn 8 s max - .555 11 .019 .244 4 2.409e-4 1278.147 7 98.496 >:' s ps s 2161 M55 1 max .032 3065.39 2709.234 7 159.188 4 .164 - 1.809e -4 2407.012 201€ 2148.013 .177 4 12 - 1.28e =3 12 NC 10 2163 165 max .032 12 -.473 10 -.06 12 - 1.407e -3 12 NC 10 NC 12 12 - �11y.534e -3 12 9562.358 10 NC 12 i i5 g 12 - 1.662e -3 12 6165.114 10 6656.049 12 <> < >:Sfi412e4 116351 3 max .032 -.487 10 -.055 2.: \��i.�: >i %i>iiiii::iiiiii»::iiiiii iiiiii iii: $i�IT:li iiiiii'rii;=�liiiii.`•iii .::::.(W��ii: i'. ..:::(��.4•' 2167 4 max .032 6 -.501 10 -.05 .032 .031 m 0 0 -.042 12- 1.916e -3 10 - .039 12 - 2.043_ a -3 R �!f� P • 9 [Q : \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 53 -.529 -.543 .031 RISA -3D Version 9.0.1 4564.3 3669.891 3124.905 10 10 10 4288.501 51+ 3762.082 iP Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 77A Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 2175 8 max .031 6 -.555 10 -.037 12 - 2.17e -3 12 2780.478 10 3467.431 12 21:7$: ..6..036. 3Z .5 253. 2177 9 max .031 6 -.567 10 -.036 12 - 2.297e -3 12 2565.578 10 3339.88 12 2179 10 max .031 6 -.577 14 -.036 12 - 2.424e -3 12 2497.26 14 3359.043 12 21$0: 2181 11 max .03 6 -.584 14 -.037 12 -2.551e-3 12 2448.419 14 3539.696 12 -6.0 7,1 ;2W . 1,075 5 2183 12 max .03 6 -.59 14 -.04 12 - 2.679e -3 12 2472.674 14 3945.523 12 2144' <11> 7 2185 13 max .03 6 -.594 14 -.044 12 - 2.806e -3 12 2575.589 14 4749.818 12 2187 14 >'t' 1: 1 max .03 6 -.598 14 -.05 12 - 2.933e -3 12 2776.522 14 6487.267 12 2189 15 max .029 7 6726= '5- :3041:;4:12:: 14 -.056 12 - 3.06e -3 12 3118.03 14 4{352 NC 12 :4632 2191 16 max .029 6 -.601 14 -.064 12 - 3.187e -3 12 3691.663 14 NC 12 21:2 ........ ... 4.0836 : $ '4021.2o6 534840 2193 17 max .029 6 -.602 14 -.073 12 - 3.314e -3 12 4717.093 14 NC 12 Sri %ri< :. <` 04 2195 18 max .029 6 -.602 14 -.082 :6il'. 12 -3.441e-3 12 6860.205 14 5410.692 12 2197 19 max .029 6 -.601 14 -.092 12 - 3.569e -3 12 NC 14 3457.4 12 2199 20 max .028 6 -.6 14 -.103 12 - 3.696e -3 12 NC 14 2520.792 12 G'7 -;it 2201 M56 1 max .028 6 -.6 14 -.103 12 - 3.696e -3 12 NC 14 NC 12 2202:1 > €' >" 2203 2 max .028 -.605 14 -.098 12 - 3.703e -3 12 NC 14 NC 12 2204 >`: 2205 3 max .028 1:1 10 -.611 14 -.094 12 -3.711e-3 12 NC 14 NC 12 ......... ............................... 2207 max .028 10 -.616 14 -.09 12 - 3.719e -3 12 7183.848 14 7421.036 12 2209 5 max .027 10 -.62 14 -.086 12 - 3.727e -3 12 5515.803 14 5651.621 12 ......................:...... :::41:006: - - :026: 2211 6 max .027 10 -.625 14 -.082 12 - 3.735e -3 12 4590.418 14 4671.77 12 2212' ............. 2213 7 max .027 10 -.628 14 -.079 71: 12 - 3.742e -3 12 4042.567 14 4091.063 12 2215 8 max .027 10 -.631 14 -.077 12 - 3.75e -3 12 3720.773 14 3747.771 12 22. 2217 9 r11.t1. max .027 10 -.633 : :: $, 22 14 -.076 12 - 3.758e -3 12 3554.962 14 3567.094 12 :............................ . 11, =x:111 r5 2219 10 max .026 10 -.634 14 -.075 12 - 3.766e -3 12 3513.476 14 3515.141 12 222£3:: 49' 2221 11 max .026 10 -.634 14 -.076 12 - 3.773e -3 12 3587.524 14 3582.391 12 2222; 2223 12 €rliir€ max .026 10 -.633 >1>` :x:226' 4 > >107: 14 -.077 12 -3.781e-3 12 3786.953 14 S7 74;'5.1 3779.411 12 2225 13 max .026 10 -.632 14 -.079 12 - 3.789e -3 12 4143.426 14 4141.032 12 2227 14 max .025 10 -.63 14 -.082 12 - 3.797e -3 12 4723.045 14 4742.316 12 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations Chiller Platform 1 -2 snow.r3d] Page 54 • • n max .024 10 -.613 14 -.11 12 - 4.075e -3 12 NC 14 NC 12 .024 10 -.613 14 -.112 12 - 4.133e -3 12 NC 14 NC 12 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 1 Yfrvt Envelope Member Section Deflections (Continued) Member Sec x Iin)....... LC .. yr ] . LC .... z in LC x Rotate (r._. LC (n LUX Ratio LC (n) Uz Ratio LC $.3 � ? 2229 15 max .025 10 -.627 14 -.086 12 - 3.805e -3 12 5658.596 14 5741.742 12 2231 16 max - 3 ::;:5:;::.:: >6 t#17......: .025 10 -.624 14 -.09 12 - 3.812e -3 12 7235.04 14 7508.415 12 2233 17 max >;:;: >: .025 10 -.621 14 -.094 12 - 3.82e -3 12 NC! 1...... 14 NC 12 2235 18 max 2237 .025 10 -.618 14 -.098 12 - 3.828e -3 12 NC 14 NC 12 ........... 2230: 2239 i:':: %::i: �K- 1:h;;< " %i % ' :; :::::::::;',M,.:';9. _::::� i :::::f'` {:::!:: -::: :: M V'�y{. '.. r ::: :ii:. •:::: M{^�':.::'.+(i�S('j�..�, ::: .:ii. .ii: 'iii: - ::.y' :' :: :. :............986...... ...5... ........ %IY��.........�....... W i. J[.�fY.[T�.v: .::.�.::..::::::: ��i 2241 M57 19 max .024 10 -.616 14 -.102 12 - 3.836e -3 12 NC 14 NC 12 20 max .024 10 -.614 14 -.105 12 - 3.843e -3 12 NC 14 NC 12 max 2243 4, .024 10 -.614 14 -.105 12 - 3.843e -3 12 NC 14 NC 12 max .024 10 -.613 14 -.106 12 -3.901e-3 12 NC 2245 3 max 2247 .024 10 -.613 14 -.108 12 - 3.959e -3 12 NC 14 14 NC 12 NC 12 4 max .024 10 -.613 14 -.109 12 - 4.017e -3 12 NC 14 NC 12 2249 5 max 2251 2253 2255 7 max 8 max .024 10 -.613 14 -.113 12 -4.191e-3 12 ............. NC 14 NC 12 2236 ............................. .024 10 -.613 14 -.114 12 - 4.249e -3 12 NC • 2257 9 max .024 10 � :::.......... YlM1.::::::. :•:ii: �..r9.31:7"� -3: ii:5::.: ::::i::iii��i` -.613 14 -.115 12 - 4.307e -3 12 NC 14 NC 12 •:::•:1ii:•i ::::•:::•:4?f'M!:::: ii::i i is � iii 14 NC 12 2259 10 max .024 10 -.612 14 -.116 12 - 4.365e -3 12 NC Otte. !ifOg 14 NC 12 2261 11 max 2263 12 Max .024 10 -.812 14 -.117 12 - 4.423e -3 12 NC 14 NC 12 226 .024 10 -.612 14 -.119 12 -4.481e-3 12 NC .;::;:<::<:::;:; i ........ ............................... . '� ........ 7 .............97:;:;::::;: <:::: 2265 13 max 2267.::.::::.:.,. rri :..:::.:::: : :.:.:...:...... . 14 max ......... iL....�.4!'6e�::J: ?iC�`° .024 10 -.612 14 -.12 12 - 4.538e -3 12 i, .:..;:.:.. . NC .024 10 -.611 14 -.121 12 - 4.596e -3 12 NC 14 NC 12 14 NC 12 14 NC 12 2269 15 max 71 16 2273 17 .024 10 -.61 14 -.123 12 - 4.654e -3 12 NC 14 NC 12 max .024 10 ►tai "�<..... . max .024 10 +!:.ii: .i:.Y.tY..Y.V..M.i4!: ii:�:•:< ?ii ?ii:r.�3I..]ii>iiil iii:liii::Y..Y..541frL.XRY. -.61 14 -.124 12 - 4.712e -3 12 NC 14 NC 79ti408> -.609 14 -.125 12 - 4.77e -3 12 NC 14 NC 12 :Yii: 12 -.608 14 -.126 ........ .:..:..... 8 14 .024 -.608 .....�vLiLi�. ..:. is -4.886e-3 tt.yN -.607 14 -.128 - 4.944e -3 12 NC 14 NC 12 16I. ......4222..55......5... RISA -3D Version 9.0.1 [Q:\... \...199- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d) Page 55 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: y(42 Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC 1n) Uy Ratio LC (n) Uz Ratio LC 2281 M58 1 max .024 10 2282:. 2283 22£4'. 2285 Waft 2 max .024 -.607 14 -.128 12 - 4.944e -3 12 NC 14 NC 12 10 -.606 14 -.129 12 - 4.92e -3 12 NC 14 NC 12 3 max .024 10 -.605 14 -.129 12 - 4.897e -3 12 NC 14 NC 12 6'. 2287 4 max .024 10 -.604 14 -.13 12 - 4.873e -3 12 NC 14 NC 12 :Mitt .:.. .. . . 2289 5 max .024 10 -.602 14 -.13 12 - 4.85e -3 12 NC 14 NC 12 �0. ...... :. :: i::- .i.:i�ii:.i;: :: :.:::.:x:.:.� -. -. :..: :4 . ..... .:. ....:...... � .:: .: ...::: � .: ::.:....::.JFi�.1.:...:.`::�: ?. K�i���iY.`X :.::�•ii: iiiii;::�C:...:.:. : '::�::i.........�..•...... -iiii iii�::i. :.:::>: ::. :.:............................ _:. i tiltt�....... ..:0�2t.........7.............. J..8 . . 2291 6 max .024 10 -.6 14 -.13 12 - 4.826e -3 12 NC 14 NC 12 ; iiiii�:: &33. >, >;i:.i:.;1'i;- .;;;;iMi233 i >:'.: ,::�::..:.9.��2�.3....�... 66..76:7::..1r:..........� 2293 7 max .024 10 -.598 14 -.13 12 - 4.803e -3 12 NC 14 NC 12 2295 8 max .024 10 -.596 11 -.13 12 - 4.779e -3 12 NC :- 1- 228.,: :.....-- ....... ........... ............................... � tf#n: 2 0. max .025 10 -.593 11 -.13 12 - 4.756e -3 12 NC 11 NC 12 11 NC 12 2297 :.... ........ 9 2299 10 max .025 10 -.589 11 -.13 12 - 4.732e -3 12 ...:. :.: :...: ..i h'i;>: ?ii: ii: i.iiiiiiii: :: - ::'e' ?i :iii %.::: ..: . %: •:is •. : > > >::: ;::»;;:; ;;;i; >;;:.;; >;:.:.::. <:- ::::.: ;: >:;:: -..� ' ��:<::<>;:: 7::::::::::«<:»: 91= 1::::<:;:: >:: >1:<:..:::::::. 241:..: ::.:5.:..'L..01:5e�2..5....fl86� .822....1...........1.......... . 23111;1 ...... .................... ...............ri?t►[�......... #I!. . 2301 11 max .025 10 -.586 11 -.13 12 - 4.709e -3 12 NC 11 NC 12 � :...........1..::..::: 2303 12 max .025 10 -.582 11 -.131 12 -4.685e-3 12 NC 11 NC 12 .025 10 -.578 11 -.131 12 - 4.662e -3 12 NC 11 NC 12 2305 �3. ! n �..-,-- ..:::...:.:.:.:. ,....m.:-- �::.. : ::...:..m..:��, :::...:::..::..::......::::..::..:........:...:... �:,,.::....;;;:-.;%;;:;;;>:;;: ;; :6.i;:::.i:. ... . 2307 14 max .025 10 -.574 11 -.131 12 - 4.638e -3 12 NC 11 NC 12 . ::..:.�.a���i.'�C��:� ZEE? � .............. ..............................� �. 2309 15 max .025 10 -.57 11 -.131 12 - 4.615e -3 12 NC 11 NC 12 231:0NOningi:WiNgagi:' 4:: 2311 16 max .025 10 -.566 11 -.13 12 -4.591 e-3 12 NC 11 NC 12 ...:::.;;:.:... . �t�+ .....:......,...,. .. .: .. #y4+� - a ... .. . 2313 17 max 025 10 -.562 11 -.129 12 - 4.568e -3 12 NC 11 NC 12 yJ�j{� 2315 18 max .025 10 -.559 11 -.128 12 - 4.544e -3 12 NC 11 ?:: -; . .........:..................... ;36:::; ::1:::;:1:::....:.::247:;:::;:; .... .1:D6:�»»2 > >�» ><�..... C....... . 231: 6::::;::;:>:;>:>:.::.>:; .<.:<:.;:«,:<.:.;:.;;:.;: -;:.:; ::r0i9< :«....�EI'f 3.........7.......... ............ .... . 2317 19 max .025 10 -.555 11 -.127 12 -4.521e-3 12 NC 11 NC 12 5; >'�'�08�2�' >:<<1r1. . ............: . 2319 20 max .025 10 -.552 11 -.124 12 - 4.497e -3 12 NC 11 NC 12 2320 ........... ............................. .. .rntn.. ,.,..,, ii' ��.:,::.:..?.. .................... ;.......... ......._. .. ............................... . ............. NC 11 NC 12 NC 12 2321 M60 max .019 7 -.929 11 .053 5 2.688e -3 13 NC 11 410 37'<> C ...............�:: » »�?�L....... max .019 7 -.932 11 .054 13 2.685e -3 13 NC 11 NC 13 =T> a ' <>> :1 ....:..... 3:... max .019 7 -.936 11 .055 13 2.681e-3 13 NC 11 NC 13 max .019 7 -.94 11 .056 13 2.678e -3 13 NC 11 NC 13 �: r;:..:::: �::.;;.:::. i':::. 0 �'• ; �.; ��;..::. �� �. �: ..;�14�1�.:i.,: ..»�:.::: 2323 2324:; 2325 2327 NC G3 2329 :329 5 max .019 7 -.944 11 .057 13 2.674e -3 13 NC 11 NC 13 2331 82 2333 6 max I .018 -.947 11 .058 <'4 446 <'- 01 13 42 2.671e-3 13 -7633-4 <1 NC 11 NC 7 max .018 7 -.95 11 .059 13 2.667e -3 13 9379.314 11 9816.423 13 13 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 421Calculations \Chiller Platform 1 -2 snow.r3d] Page 56 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • • Envelope Member Section Deflections (Continued) Member Sec x jin ) C -.: :..:y ��.:.:::.:: :;...:...z,_.: 46." LC x Rotate ir... LC (n) Uy Ratio LC (nl. Uz Ratio LC 19:' :.:.r. ::A :rf.- `LSri 7.4 A RSA! •.: A .AA:!'YtY:'L`el:i[7: ::.i�.�7 2335 8 max .018 7 -.953 11 .06 13 2.664e-3 13 8671.42 11 9058.552 13 2336>_<::::::« �::<:;>€::::::<:::>«<<:«>=::« :< >: %rd��::::: >: :- ::»Q3::<::<:< 2337 9 max .018 7 -.956 11 .06 13 2.66e -3 13 8320,65 11 8682.125 13 2339 10 max .018 7 -.958 11 2341 1 m .018 6 14 2342: 2343 .06 13 2.657e -3 13 8258.487 .06 13 2.653e -3 13 6601.4 tQ� %tip►:::::..: � �:.. :.�.. 4 04, 11 8613.363 13 14 8835.209 13 12 max .018 7 -. 2344;;1 2345 6 13 max .018 7 -. 2347 14 max .018 7 - 2349 15 max .018 2 2351 16 max .017 961 14 .059 13 2.65e -3 13 6666.506 14 9378.398 13 .: ............:.... r�1. 4: .:::..:�.�:.::.�a�49�4:. :.�.�,. •:.645:.32.. ... �.:... t46fa.........1.......... 962 14 .059 13 2.646e -3 13 6950.106 14 NC 13 • .. ............. b22ti 794.:.:1:::....... . itG�.. �..,... �..:.. .:..:._ti'1:4 :.......12..�,..�` ea4...1�.:....... ... ........... -.962 14 .058 13 2.643e -3 13 7505.925 14 NC 13 4�> -.962 14 .057 13 2.639e -3 13 8452.705 14 NC 13 635 -3 13 14 NC 13 �47 2 .......1 .............. € x..........:1.2 ....... 962 14 .054 13 2.632e -3 13 14 NC 13 14 NC 13 X1........1:........,.,41! 7 -.962 14 .055 13 2.635e-3 2352`: 2353 17 max .017 ..9.44. NC 7 -.962 2355 18 max .017 -.961 14 .053 13 2.628e-3 13 NC 2357 19 max .017 7 -.961 14 .052 13 2.625e -3 13 NC 14 NC 13 2359 20 max .017 7 -.96 14 .051 13 2.621e-3 13 NC 2t3iiId'- '......... 2361 M61 1 max .017 7 -.96 14 .051 13 2.621e-3 13 NC ...41f31........1.4i .......'4. 474.........1................. 7..... 2363 2 max .017 7 -.959 14 .051 13 2.626e -3 13 NC 2: xj.47:4» >< ................. 2365 2367 3 max .017 7 -.958 14 .051 13 2.631e-3 13 NC .:::.....:::.::........ max .017 .jiii::i:1:ii:. .. tip . 5 :.............. -.958 14 .051 13 2.636e -3 13 NC 2 2 14 NC 13 14 NC 13 14 NC 13 14 NC 13 14 NC 13 .................... :.......... 1i`.. 2369 5 max .017 7 -.957 14 .051 13 2.641e-3 13 NC 2::.8f021.- 2371 6 max .016 7 -.956 14 .051 13 2.646e -3 13 NC 237 2<> ': «......r:: rri • 2373 >1\IC 7 max .016 7 -.955 14 .051 13 2.65e -3 13 NC 14 NC 13 14 NC 13 ........ ... .... 14 NC 13 27 2375 8 max .016 7 -.954 14 .051 13 2.655e -3 13 NC 14 NC 13 2377 9 max .016 7 -.953 14 .051 13 2.66e -3 13 NC 2379 10 max .016 7 6475.e?4::::'i:2 >: -.952 14 .051 13 2.665e -3 13 NC :::: >:: :: :: ><:: >:; <::::::::: >:: >:::1:: <47 `` =<1;<> >t#8 > > >; 12:858764 -12' <?i 2360 :::;:: »` >` <::; <::: >: >:::: >::: >> r�tt� ::.. :, : :..a#3�1....:...:1.0.. .., . 14 NC 13 <1:Z: 14 NC 13 2381 11 max .016 7 -.95 14 .051 13 2.67e -3 13 NC 14 NC 13 2383 12 max .016 7 -.949 14 .051 13 2.675e -3 13 NC 2385 14 NC 13 13 max .016 -.947 14 .051 13 2.68e -3 13 NC 2386. 14 NC 13 1:. RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42\Calculations \Chiller Platform 1 -2 snow.r3dj Page 57 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 7/0/A Envelope Member Section Deflections (Continued) Member Sec x [in] LC 387 14 max .016 1'1'1111; - ........... >< 2389 2398: 2391 15 max 16 max y [in] LC z [in] -.946 14 .051 -.944 .051 LC x Rotate [r... LC n) Uy Ratio LC 13 2.684e -3 13 NC 14 -.........:.. .. ... ................... . �2 9` 0364:.; >1:2� ...... . 04 2.694e -3 NC NC n) Uz Ratio LC NC 13 12' 2394 2395 2396: 2397 .052 2401 2402 2403 2404'. 2405 2406 2407 24. 2409 24'16 2411 413 2414i 2415 419:: 241:; 419 24 421 2422: 423 42:4`: 425 M62 max max fig NC NC NC SIG < >> .05.2 .053 max I'C`E max .015 .053 13 12 .056 13 NC NC .................. NC NC NC 13 12 13 max mlli max 2.837e -3 .014 SOW- .014 10' a�7... :1110:: 7 . -.944 ............... -.945 =14`3 -.946 .064 .066 .068 ..............:: NC 13 `12 13 '1'2 > ............................ .014 .013 3.043e -3 12 max r�. max max max 13 13 I12> 13 3.209e -3 13 <l2> 13 12 13 ...........................:... 429 2.3: 2431 2432:: 2433 2434 max Ir'f)u max max .013 , >`<34<. .013 =1#34 .012 «; -.938 -.934 -.931 ,.:.: :.1._47:::::. 3.291e-3 3.332e -3 ... 4.. e:.3 . 3.374e -3 2439 20 max max 3.413e -3 max .012 .012 13 »12` 13 6687.23 14 #.51301:: i »> 6359.335 14 842-8:238' <r> I <> 6298.901 14 6302 ?€t5 6495.011 14 6:439: 6986.085 14 684839:7:; 7877.932 14 9401.103 ii894:' NC .....M fit >€ NC 7 -.923 .066 3.497e -3 13 NC NC NC 13 NC 13 1 2< 2:< NC 14 NC 13 RISA -3D Version 9.0.1 [Q: \...1... 199- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 58 • • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x in LC in LC z in LC x Rotate r... LC n U Ratio LC n Uz Ratio LC 21440 . 2441 2443 REEI 2445 2446 :: M63 2447 2448: 2449 2450: 2451 niin .012 ©111rEi EWEN ............... . FIES 2453 2455 245: 2457 2458 FZMI F7.31 2461 2465 2467 2468 2469 min .012 .012 .011 6 Om EMI EBEI 2474 2475 2477 476 8 9 10 .011 MAD -.923 .011 .011 40;; -.922 - 921 .011 .01 14 m% .01 0 463; -.921 -.92 14 .066 m KM El -.919 14 .068 KM .072 .077 .082 .01 .01 .01 .01 .009 16 tt1i'! mm Egla Efl raem mrn 2479 22:' 2483 2485 2487 M64 18 19 20 2491 202: 4 mati ©m 6 -.918 -.916 .009 .009 .009 .009 .008 -.063 -.063 -.063 -.913 14 -.909 m KM m m MM El KM -.904 -.898 -.063 -.063 -.063 -.887 .088 -.875 >? 42 -.861 .093 .098 14 KM 10 .103 KM 3.497e -3 3.602e -3 3.706e-3 BB 3.813e -3 82 MEI El KEIFEEMMEI El FE El MEM NC 4.029e -3 4.246e -3 8 4 4.462e -3 NC NC .108 .113 .117 4.679e -3 `:2':821.=4' .121 10 -.846 -.83 10 KM .124 .126 10 MM -.813 -.796 -.779 -.779 -.762 -.745 -.728 10 MI 10 MO 10 MI 10 KM 10 KM 10 .128 .129 4.895e -3 5.111e-3 El EV 5.328e -3 5.544e -3 5.76e -3 5.977e -3 .13 .131 .131 -.711 -.695 MM .008 .008 10 10 MI 10 10 6.193e -3 6.41e-3 6593.671 14 4847.541 3876.092 NC 3285.726 2912.823 NC IPM Ell El El Ell MEI El El El El El NC NC NC 2786.065 2679.463 2546.166 7242.078 5697.153 4769.493 14 8276.215 2493.762 2516.239 MM Q: MI m KEIFZIMIUM Ell El MEMAIMEIMEI El BEI ©a tl El .007 .007 .007 6.626e -3 6.842e -3 7.059e -3 7.275e -3 2.76e -4 1.79e -4 «14`x186=8 El El El ©y V El © 8.193e -5 IFM :1:.67ex3.:: in - 1.513e -5 0 ingEEIMMII 0- 1.077e -4 m s EN - 1.999e -4 m KM 2269.188 2457.176 2769.756 10 KM 7256.436 6672.02 6400.562 6395.402 10 10 3289.402 4213.302 6138.459 6665.333 7283.322 NC NC 10 KM 10 KM NC .006 NC NC NC NC 10 10 8437.296 NC NC MM 10 10 MM 10 NC NC NC MM MM NC 10 10 MM NC NC 10 10 NC NC El RISA-3D Version 9.0.1 [W..1..199-136045000 - SDC 42\Calculations\Chiller Platform 1-2 snow.r3c1] Page 59 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: u�� Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC 1n) Uz Ratio LC 2493 7 max -.064 12 -.678 10 .006 7 - 2.92e -4 11 NC 10 NC 7 2484: '•`•.;<;<;:..::I 40 2495 8 max -.064 12 -.661 10 .005 7 -3.841e-4 11 NC 10 NC 7 2497 9 max -.064 12 -.644 10 .005 11 - 4.762e -4 11 NC 10 NC 11 2499 10 max 2500 `' ' "......: ................. <f1t.i4 -.064 12 -.628 10 .004 11 - 5.684e -4 11 NC 10 NC 11 2501 11 max -.064 12 -.611 10 .004 11 - 6.605e -4 11 NC 10 NC 11 25t}Z:T:: 2503 12 max -.064 12 -.594 10 .004 11 - 7.526e -4 11 NC 10 NC 11 is iii :::::i•iii :::................ .......... ........i 1.33..... ... !N:.:........1.i� . ..:.... L ... Jf ... ...:. . . . ... . : 2505 28 13 max -.064 12 -.577 10 .003 11 - 8.447e -4 11 NC 10 NC 11 .......... .................:............. 58';8: »'1' >'I 2507 14 max -.064 12 -.56 10 .003 11 - 9.369e -4 11 NC 10 NC 11 2509 15 max ritti -.064 12 -.544 10 .002 11 - 1.029e -3 11 044430:::: ROM NC 10 NC 11 2511 16 max -.064 12 -.527 10 .002 11 -1.121e-3 11 NC 10 NC 11 2512 ...: `:::�4:3: 8,24::«:;:::: >::;1::; <:: = >:; 2513 17 max -.064 12 -.51 10 .001 11 - 1.213e -3 11 NC 10 NC 11 ... ..... ............................... . .._.433:.........5 ...................... 2515 18 max ............:.......::. ............. -.064 12 -.493 10 .001 11 - 1.305e -3 11 NC 10 NC 11 2517 19 max -.064 12 -.477 10 0 11 - 1.397e -3 11 NC 10 NC 11 2519 20 max -.064 12 -.46 10 0 11 - 1.49e -3 11 NC 10 NC 11 ♦��:: - :nom:. -::. .. �. ..:�.�r. .�y��{�:: .. .{ :. .:::.M y. {{ .,�/.y�::: .?! :� /} "y, {���{�� �t/�r. .. .:: ... ...�::: 2521 M65 1 max .041 10 -.781 10 .131 4 7.309e -3 4 NC 10 NC 4 2 2< ri4i 22 2523 2 max .;..:::;#..361�< :476 3...44.......MC . 1..42731 .041 10 -.795 10 .132 4 7.054e -3 4 NC 10 NC 525 max .041 10 -.811 10 .134 4 6.799e -3 4 8850.207 10 8032.44 4 4 :C:•i :iii :jjY;i�. ./J/J��'.j:::::':'�4:.�+y.:, -, 9.Y.8 2527 4 max .041 10 -.826 10 .135 4 6.544e -3 4 5755.296 10 5397.151 4 1:g. is >r± . 2529 5 max .04 10 -.841 10 .136 4 6.289e -3 4 4289.698 10 4131.076 4 2531 6 max . 04 10 -.856 10 .137 4 6.034e -3 4 3467.78 10 3413.697 4 2533 7 max .04 10 -.87 10 .137 4 5.779e -3 4 2965.865 10 2973.807 4 ................... ............................... .................... ............................... 2535 8 max .04 10 -.883 10 .136 4 5.524e -3 4 2648.636 10 2697.396 4 ::.............. . 2537 9 max .04 10 -.896 10 .134 2539 10 max . 04 10 -.907 10 .131 4 5.269e -3 4 2451.427 10 2529.934 4 4 5.014e -3 4 2341.539 10 2444.216 4 2541 11 max .04 10 -.914 14 .127 4 4.759e -3 4 2352.489 14 2428.103 4 IfittoniL 2543 12 max 2544 .04 10 -.92 14 .123 8 4.504e -3 4 2380.252 14 2036.308 8 2545 13 max .04 10 -.924 14 .118 8 4.249e -3 4 2483.269 14 2134.914 8 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 60 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99138045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x in LC in LC z in 2 2547 2548 2549 250: 2551 Egal 2553 KIM 2555 2556: 2557 2558:. 2559 m� �rr'r ®m 16 mm MEM 18 .039 .039 10 .039 .039 10 .039 19 'roil` 20 2563 2564 2565 2566: 2567 2568: 2569 2$70 2571 EMI 2575 257:6 2577 2579 2580:: 2581 25.82: 2583 M66 2584 2585 686: 2587 :�I:i2�{l�• .039 .039 10 10 -.927 MM 10 -.929 MM -.929 10 -.929 iii:; k i .111 .103 LC x Rotate r... LC n L/ Ratio LC n Uz Ratio LC 8 8 3.994e -3 3.739e -3 -.929 10 .039 .039 2589 2591 2: 2593 O L 2597 6 8 .038 EM 10 -.927 -.926 10 14 14 .085 -.926 -.931 .038 10 6:Ci 9 10 .038 .038 .038 10 14 .075 8 .063 .052 14 MM m MI -.936 -.941 10 MM 10 MM .038 .038 10 MN 8 8 3.484e -3 4 3.284e-3 3.11e-3 4 4 8 2.936e -3 8 .052 2.762e -3 8 .056 .06 14 -.946 -.95 6 .037 .037 .037 16 m BEIM m 2598:. 18 19 .037 10 -.953 -.955 10 ME 10 10 10 -.957 -.958 m m MN ME m m -.958 8 i 2525t)7 2680.602 8 14 3013.695 14 3571.414 4566.749 6M4Y9s WE 6645.087 ME 14 14 NC 8 2.762e -3 IggSNCEE NC 8 IESEMTNEE 8 SE 2.759e -3 .064 .068 8 8 8 2314.219 8 2610.933 8 3103.051 MN BE 3976.915 5796.537 14 8 ffE 8 NC 8 NC ME NC 2.755e -3 2.752e -3 .071 .074 .:i`:::: •04iiii'. 8 BE 8 SEI 8 NEI NC 14 NC 8 2.748e -3 2.744e -3 .076 14 MM MEI ME m MM m MI EM .037 .037 .037 .036 .036 10 MM 10 10 KM 10 -.957 -.955 -.953 -.951 -.948 10 .036 EM 10 EM 10 EM -.946 .077 14 ME m -.943 -.942 8 .077 .077 046:> .076 .073 .071 14 MS m .067 8 8 8 7420.353 5757.129 2.741e-3 8 2.737e -3 8 2.734e -3 NC 8 8 8 NC 14 NC 7850.168 4840.671 48554 4307.588 8 NEI 4008.074 8 KEIRENNIffE .064 14 8 2.73e -3 8 8 8 .06 .057 .053 8 8 2.726e -3 2.723e -3 2.719e -3 8 2.716e -3 2.712e -3 2.708e -3 8 8 2.705e -3 8 8 14 8 8 8 5972.66 3874.431 3878.732 4934.507 4320.187 4018.308 8 2.701e-3 8 2.698e -3 8 8 8 4313.437 4814.517 5623.669 8 6949.46 9257.05 8 8 8 NC NC NC 8 8 8 3767.202 3712.577 3782.967 14 14 3988.076 4361.338 4973.49 14 ME 7652.527 NC 14 ME 8 8 8 8 8 8 NEI 8 NE NC NC litc 8 8 BEI 8 SE 8 8 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] 14 .051 599 2 max .036 2601 2�iSi.111 2603 M67 10 -.941 LC x Rotate [r... LC n) Uy Ratio LC n) Uz Ratio LC 8 2.694e -3 8 NC 14 NC max .036 10 -.941 14 .051 8 2.694e -3 8 NC 14 9198.484 8 max .036 10 -.941 14 5 8 2.671e-3 8 NC 14 NC max .036 10 -.942 14 .049 : ::,,. 2 8 .648e -3 8 max .036 10 -.943 14 .049 8 NC .. C., 14 14 NC 84 Z 0 NC 14 NC 2.626e -3 8 NC 2609 ax .036 10 ;1 -.944 14 .048 8 2.603e -3 8 NC 2611 6 max .036 10 2613 2614€ 2615 2616:: 2617 2f1 8. 2619 2620: 2621 -.945 14 .048 8 2.58e -3 iii::::.i\.f1.5...... .��.. NC 14 NC max .............. .036 max -.95 -.951 -.952 .036 .047 .046 ..1 0: ...... ......... NC 1 NC NC 14 NC 14 NC 14 NC -.954 2.443e -3 -.955 -.956 2629 2630 :. ........... 2631 2633 2634€ 2635 3�< 2637 26 A: .036 .036 .03` }6(( '1.:.... ......:.044 ...... .044 .044 2.329e -3 - 0;:041 :: 2.306e -3 2.284e -3 NC NC NC NC NC NC -.962 2.261 e-3 2646 2641 260 2643 max max 2645 2 2647 2649 ............... max ;Min' max .036 .036 .036 fiN : 0f :»::::: :mitt 5 mmr -,962 -.963 -.964 .036 10 max .036 -I'1> : :::::'> 7: 1 0 -.965 -4417' <> -.965 0 .044 .044 .045 14 .046 8 2.415e -3 8 .................... .047 8 2.467e -3 14 8 NC NC NC NC 14 ...................... 8673.404 14 NC NC 2651 6 max .036 10 -.966 14 .048 8 2.518e -3 8 7308.118 14 NC 8 RISA -3D Version 9.0.1 [Q : \...1... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 62 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [inj LC Ylina:.......LC.:;...:;: z F n] 2653 7 max max 2655 2657 9 max .036 10 -.966 14 .049 �. . ` ,.......� 7 4::::::' ::'�<:_:;`:< LC x Rotate (r... LC (n) Uy Ratio . LC fin) Uz Ratio LC 14 NC 8 43 - 9625eY4 '.:....... 8 2.57e -3 8 6491.977 .036 10 -.965 14 .05 8 2.621e-3 8 6007.241 14 NC 8 .036 10 -.964 11 .051 Rtw;: 2659 10 max 2661 11 2663 2665 12 max max 8 2.673e -3 8 9002.78 .036 10 -.962 11 .052 8 2.724e -3 8 8610.205 11 NC ASKO. 43: 11 9518.545 8 >:: .036 10 -.96 11 .052 8 2.776e -3 8 8510.732 I: : :...............:::.:..: . .036 110 -.957 11 .053 8 2.827e -3 8 8691.221 ........................ ::.:::.::: is <:...i-.. .. .... v.� ... ' - -: �: is iVZiiiii::iii�'..:: iii::: 13 2667 14 max .036 110 -.955 11 .054 .4409014: 8 2.878e -3 8 9183.729 11 8647.971 8 11 7976.372 8 11 7430.284 8 6956.224 8 11 6513.479 8 1 11 6071.512 8 11 5610.087 8 `? 11 5120.41 max .036 10 -.951 11 .054 2.93e -3 8 NC 1135 - -1 3 22A 2669 15 2671 16 max .036 10 -.948 11 .055 8 2.981e-3 8 NC .h■ 1:45`........:1....... max .036 10 -.944 11 .056 8 3.033e -3 8 NC 2673 17 max .036 10 -.941 11 .057 8 3.084e -3 8 NC 2675 18 max 44 .036 110 -.937 11 .058 8 3.136e -3 8 NC 19 2677 2618 2679 20 2681 M70 1 ................... ................. 2683 2 2685 ................... 3 2687 2689 2691 2693 max .036 10 -.933 11 .06 8 3.187e -3 ' 8 NC max .036 10 -.93 11 .062 8 3.239e -3 8 NC 11 46 05 .444 8 ES: :; >::: :�.:.}(! !� 11 4078.034 8 11 7699.306 14 14 9559.629 14 14 NC 14 14 NC 14 14 NC 14 €;4 14 NC 14 max max .019 1 7 -.555 11 -.127 14 - 4.797e -3 14 NC .019 -.56 14 -.126 14 - 4.779e -3 14 NC max .019 1 7 -.564 14 -.124 _.......1...........,24€ 14 - 4.762e -3 14 NC max .018 1 7 -.569 14 -.122 14 - 4.744e -3 14 NC ... .874.......1 ............. 4:... max .018 7 -.573 14 -.12 14 - 4.727e -3 14 NC max .018 -.578 14 -.119 14 - 4.709e -3 14 NC 11:10: > .....-. max .018 7 -.582 14 -.117 14 -4.691e-3 14 NC 14 NC 14 2695 8 max .018 7 -.586 14 -.116 14 - 4.674e -3 14 8707.547 8407 2697 9 max .918 7 -.59 14 -.115 14 - 4.656e -3 14 7887.135 261�8�' <1s 14 NC 14 14 NC 14 2699 10 max .018 7 -.594 14 -.114 14 - 4.639e -3 14 7401.261 14 NC 14 atMAL 14 NC 14 2701 3 2703 2. 11 12 max .018 7 -.598 14 -.114 14 -4.621e-3 14 7175.075 max .018 7 -.601 14 -.114 14 - 4.603e -3 14 7179.649 14 NC 14 RISA -3D Version 9.0.1 [Q :\... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 63 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: egm, Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 2705 2700- 2707 13 max .018 7 -.603 14 -.114 14 - 4.586e -3 14 17422.834 14 NC 14 14 max .017 7 -.606 14 -.114 14 - 4.568e -3 14 7954.604 14 NC 14 2709 15 max .017 7 -.608 14 -.115 14 -4.551e-3 14 8892.571 14 NC 14 711 J 16 27 :M: AA':i. : . i:-:-ii f::•ii::iii::i�ii:•ii? •iiiiii ii ': 2713 17 2715 18 716 2717 19 718 20 2719 2721 max .017 7 -.61 14 -.116 14 - 4.533e -3 14 NC 14 NC 14 max .017 7 -.612 14 -.116 14 - 4.515e -3 14 NC 14 NC 14 max .017 7 -.613 14 -.117 14 - 4.498e -3 14 NC 14 NC 14 ,:.; :<:;;.:: .:;..., <; <� .::: > :::::: :.:...: :.:: >:: >:: -:;: >; :::::::::;:; >::«:;< .., .:. :::;::,;•.:,:,,::;:....,..:..:: iii::. _,: ,,.:: max .017 7 -.614 14 -.118 14 - 4.48e -3 14 NC 14 NC 14 MIY ' ivy max .017 7 -.616 14 -.118 14 - 4.463e -3 14 NC 14 NC 14 ;_: M71 1 max .017 7 -.616 14 -.118 14 - 4.463e -3 14 NC 14 2723 NC 14 . 80224 :< 2 max .017 -.617 14 -.118 14 - 4.463e -3 14 NC 14 NC 14 .. ........ ................... 7....,............... 1...........4.....9 .. 7.. �» 3. .:.:...4..:.:::::.::�IC..:::,:. .. .5:........1.........2 .7 .................,38. 2725 3 max .017 7 -.618 14 -.118 14 - 4.463e -3 14 NC 14 NC 14 2126 2727 4 max .017 7 -.619 14 -.118 14 - 4.463e -3 14 NC 14 NC 14 2729 5 .:.::. 2731 ........................_ 6 iiggg ' 2733 7 2735 8 max .016 UkOSIMII 7 -.62 14 -.118 14 - 4.464e -3 14 NC 14 NC 14 max .016 7 -.621 14 -.117 14 - 4.464e -3 14 NC 14 NC 14 max .016 7 -.622 14 -.117 14 - 4.464e -3 14 NC 14 NC 14 max .016 7 -.623 14 -.116 14 - 4.464e -3 14 NC 14 NC 14 2 .......................... 2737 max .016 7 -.624 14 -.116 14 - 4.465e -3 14 NC 14 NC 14 ant iNie 2739 2740 2741 2742:' 2743 10 max .016 7 -.625 14 -.116 14 - 4.465e -3 14 NC 14 NC 14 ....................... 67' 11 max .016 7 -.625 14 -.116 14 - 4.465e -3 14 NC 14 NC 14 4 12 max .016 7 -.625 14 -.116 14 - 4.465e -3 14 NC 14 NC 14 2745 74 l'i 13 max .015 7 -.626 14 -.115 14 - 4.466e -3 14 NC 14 NC 14 2747 14 max .015 7 rir -.626 14 -115 14 - 4.466e -3 14 NC 14 NC 14 2749 15 max .015 7 -.626 14 -.115 14 - 4.466e -3 14 NC 14 NC 14 2751 16 max .015 7 -.626 14 -.115 14 - 4.467e -3 14 NC 14 NC 14 2753 17 max .015 7 -.626 14 -.115 14 - 4.467e -3 14 NC 14 NC 14 2755 2750? 2757 18 max .015 -.626 14 -.115 14 - 4.467e -3 14 NC 19 908 :4 14 NC 14 max .015 7 -.626 14 -.114 14 - 4.467e -3 14 NC 14 NC 14 RISA -3D Version 9.0.1 [Q: \... \...199- 136045000 - SDC 421Calculations \Chiller Platform 1 -2 snow.r3dj Page 64 .............................. 14 14 5 28:51: 5761.688 1.540$56 :: 5342.322 5151.534 .013 14 .015 .015 .iii %0191 �:y .014 .014 .014 14 14 14 14 14 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: WAT Envelope Member Section Deflections (Continued) Member Sec x in LC in LC z in 2718: 2759 2760:: 2761 xxA 27 2763 2. 64 . 2765 276 2767 27:68: 2769 7:70 ::. 2771 2nd: 2773 27::7:4: M72 max max 2775 max .013 .013 77 2777 rfl::'. max 2779 0 ". tit) 2781 762:. 2783 27.6 4 2785 786 2787 7:80 2789 2791 11 12 13 14 15 max max max t11rt1: max max 272: 2793 2784' 2795 2796: 2797 27:88:: 2799 2 16 801 2803 M73 2 .......................... 2 2805 2809 2810:. 3 max 1 Jf max max max max max max max max -.627 -.627 -.628 -.63 -.632 7 7 .013 7 .012 7 .012 7 Al .009 .009 .009 .008 max .008 -.634 -.636 Rgt: -.638 -.639 -.64 -.64 -.109 14 14 14 <10 %: 7 max .008 -.639 -.638 .:. - M 8: < -.636 -.634 024 <; -.631 Rig -.627 .... k SlilG :i'' -.615 4 14 14 -.1 f' :. -.097 14 14 14 -.612 -.095 -.093 -.091 14 14 14 14 4:i LC x Rotate r... LC n U Ratio LC n Uz Ratio LC X8;285: - 4.468e -3 8.22�.:: � -3 - 4.468e -3 - 4.387e -3 7 - 4.306e -3 8 3338 - 4.225e -3 4.389 e 3€ - 4.144e -3 6.445e4 14 14 14 -.09 1::::::::;;: - .}0}�8�99y!,..... -.089 -.089 -.089 -.088 14 14 - 4.063e -3 4:.SQ1.e✓:3: - 3.983e -3 14 14 14 14 14 14 NC NC NC NC 9823.496 .7:425 042; - 3.659e -3 - 3.578e -/3� - 3.498e -3 8:893e4 - 3.417e -3 1:9490~:3 -.088 14 -.085 14 -.081 14 : ::::::.............:. -.076 ;:2:12: -.071 14 14: 14 14 14 - 2.932e -3 ... :.9�28Se - 2.838e -3 - 2.744e -3 744`3: -2.65e-3 14 14 14 14 14 NC ...................... 3742.132 4018.907 4483.388 5186.249 ....................... 6223.543 7764.632 VietiON NC 5154.849 5352.793 :422e 2C 5781.092 :41304.48: 6526.308 &C28: 14 14 14 14 7770.445 2$ 9912.639 :7383:1 >32' NC NC MENORin NC NC NC NC 8894.262 5 : 746.4: - 2.556e -3 &ze4e` 3: 14 5780.854 14 14 14 14 14 NC NC NC 14 14 14 14 14 14 NC 9605 7 NC 14 14 14 14 14 14 14 4306.932 14 3450.095 3862.241 4624.716 .:.............:::. 6034.814 9018.748 14 14 14 14 RISA -3D Version 9.0.1 [Q: \... \...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dj Page 65 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] 2811 6 max .007 11 -.609 2813 7 max .007 11 -.607 211f LC z [in] LC x Rotate [r... LC 14 -.065 14 - 2.462e -3 14 ::<1:;;:;<'< >::• 213 4<: •7 934 3::::4< 14 -.06 14 - 2.368e -3 14 ..... � .......,4....7 564eµ3 n) Uy Ratio LC 3480.529 14 ::2£C'# << i<< 2975.939 14 : .:............................. 67 n) Uz Ratio LC NC 14 NC 14 11 -.604 - 2.274e -3 -.6 9 + .004 -.506 + -.052 2821 11 Iil :.;. 4 - 2 .1 8e - 3 14 i4 -.047 + 'WOW- 14 -.045 -1.992e-3 ' :t68264 i4 -.043 14 -1.898e-3 14 max .006 11 -.595 max .006 11 -.589 .006 11 -.581 1 max .005 m® 2827 mr .005 11 -,563 q P 2829 1 max .005 --- s 2831 1 max .004 2833 -mm .004 • r r • 2 -.538 200104 2338.759 14 5647.895 14 • e 4193.05 -.0 42 LA 4 4 O -.043 14 -1.617e-3 14 II -046 14 -1.523e-3 ?1 > > > -.042 -.048 6. - 1.429e -3 2i 14 5401.192 14 14 5464.016 14 + Y F 14 5848.601 14 ' ' s a 10 6678.441 14 s 8308.521 :i::ii: 9 • ::ii'�i i-4...JJ5��.�.(�( 5�i.. gifil.aginfiNgran i .004 -.489 10 -.056 839 20 max .003 11 -.472 10 -.06 i4 - 1.335e -3 i4 6109.392 I 0 ;iiSl >'s3 M74 m .133 i4 -�1r .241 e -3 4Y'X22�'!3: 14 - 1.147e -3 4.1 :5264 I I max 3.809e -5 - 2.597e -5 NC 10 NC 10 10 `f59< max .132 + 2857 max .132 • + + s 2859 2 2861 11 11 -1.541e-4 - 2.822e -4 - 3.463e -4 11 11 NC 10 NC 10 NC 10 + : - 1743e --3 P :' siiis .004 4.103e -4 NC + P « ::` 8._e: - .004 - 4.744e -4 11 NC 10 s 4:91biy =2i . :: :'tit < { >` »' NC NC + .132 -.618 + .004 - 5.384e -4 + fj= P P i'ru '.'iii`' �ii�3��iiiii: ii:::• ..:::.....Y........::.: i:i:4 :................: : %L.:.., .: -::-' 11 max .132 -.634 + .004 - 6.025e -4 NC + NC ...........:.. 2863 12 max .131 4 -.651 10 .004 7 - 6.666e -4 11 NC 10 NC 7 RISA -3D Version 9.0.1 [Q: \... \...199- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 66 NC NC • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 49nt Envelope Member Section Deflections (Continued) Member S 2864: 2865 13 2 2867 14 x in LC in LC z in LC max .131 4 max .131 4 :E.59 : 4 . -.683 .004 .004 x Rotate r... LC n U Ratio - 7.306e -4 NC : NC LC n Uz Ratio LC NC 7 NC 7 - 9.215e -4 {28.73 17 2875 18 max .131 4 max .131 4 .004 1033:'1;:1 .004 7 7 ::10: 7 10 7 -.765 - 1.108e -3 11i e-3:: 2881 M79 2882 2883 2 2885 2887 max .131 - 1.17e -3 NC 7 NC 7 NC 7 NC 7 max .354 1 max .354 1 r► in. :: 223 :> : :;; 14 max .353 1 22::::;:;;:: 1`4 max .352 -.586 -.585 -.585 -NC NC -.584 2891 6 2; <: » » >< >;:.': : ......:........... 2893 7 2895 8 2897 9 2899 10 902 i.':i'. ............ .......... ...... 2903 2905 max .351 1 itnitC max .35 1 -.583 -.583 -.582 max .35 1 -.581 1 - :..... max .349 1 -.58 4 1 14 1 14 7.721e-3 #;553 #.0 7.732e -3 4 14: 4 <14> max .348 1 -.579 max .347 1 -.578 UAW- 2895 : - 12. max 13 max .347 .346 °.J1 .122 .112 .102 ..... .092 7.835e -3 1 4 1 2$`45 +881 1321.744 1 14 .082 1 -.577 14 .072 2907 14 max 2908 2909 21.1.0. 2911 2913 :4•: 2915 15 max .345 ::21:8: »` .345 1 -.576 14 .062 4 7.974e-3 1 %. 1'V . JV.595 1 �41�3 > 14 >t940��9: 1 8.021e-3 1 1 8.067e -3 1 NC 14 1096.98 249 : ::1 > =I 3: NC 14 1006.9 'i ii>ii:Y.:. : :. :ii: ^1::111.:111 if.:: :: j•: 'i 111:::1::::11 915...... ..:1..........,041...:.....:x.. . -.576 14 .052 1 8.114e -3 1 NC 1 1 14 927.53 16 max 17 max .344 -.575 14 8.16e -3 NC 14 1 :294 856.826 .343 1 18 max .342 1 -.575 14 .032 1 8.207e -3 1 NC 14 793.275 - i iL2:'i�:; -.575 14 .021 1 8.253e -3 1 :5::4594: NC 14 735.737 RISA -3D Version 9.0.1 [Q:\... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 67 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec 2917 19 max x [ill LC y [ih] LC z [in] .342 1 -.575 14 .011 LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 1 8.3e -3 1 NC 14 683.34 29i8 2919 20 max .341 1 -.576 14 0 2 8.347e -3 NC 14 566.333 2921 M80 max .524 1 2923 .............. 2925 2927 max .524 -.876 14 .051 .......:.::....:.. -.877 14 .047 8 2.393e -3 8 NC 14 :41 42 2.309e -3 f NC 14 3 max 4 max 5 max 2929 0s .523 1 -.877 14 .042 8 2.225e -3 8 NC 14 1..:..... x.01.4.....: .523 1 -.878 14 .038 2.142e -3 8 NC 14 3€ .523 1 -.879 14 .034 8 2.058e -3 8 NC 14 2931 6 max .523 -.88 14 .031 1.974e -3 3 NC »1 »» 14 2933 2935 2886 2937 23.3. 2939 2941 .522 1 -.881 14 .027 8 1.89e -3 8 NC 14 s max 9 max 10 max ` wtirY 13 5976e=4: .522 1 -.882 14 .024 8 1.807e -3 8 NC 14 ?408::: :1 >? :,E335r ... . NC 8 1 NC 8 NC 8 NC 8 <1:` NC 8 NC 8 NC 8 3. NC 8 : :....114'€......' .522 -.883 14 .021 8 1.723e -3 8 NC 14 NC 1 = .522 1 -.884 14 .019 8 1.639e -3 8 NC 14 ., 11 max .521 -.885 14 .016 1.555e -3 .................... . � l r .34 NC 14 2943 12 max [( 2945 13 max 2947 14 max 2949 15 max ri 2951 16 max 2952 29.53 17 max 2955 18 max 2957 19 max 2959 20 max 2961 M81 2963 .521 1 -.886 14 .014 4 1.471e-3 8 NC 14 :41 3804 .521 1 -.888 14 .011 4 1.388e -3 8 NC 14 .52 -.889 14 .01 :5 1.324e -3 4 NC NC NC NC 4 4 4 .:......... NC 4 NC 4 NC 14 NC .52 1 -.891 14 .008 4 1.262e -3 4 NC 14 .52 1 -.893 14 .006 1.201e-3 4 NC 14 2 :493e 4 .52 1 -.894 14 .004 4 1.14e -3 4 NC 14 .519 1 -.896 14 .003 4 1.078e -3 4 NC 14 '14? .519 1 -.898 14 .001 16'4 1.017e -3 4 NC 14 .519 14 9.558e -4 ..................... NC NC 14 NC 12 14' max .519 1 -.876 14 .011 12 8.069e -4 12 NC 14 NC -1)53 13< max .519 1 -.876 14 .009 12 7.232e -4 12 NC 14 NC 12 13 2965 65 29 max .519 -.877 14 .007 12 6.396e -4 12 NC 14 NC 12 <<1 2967 4 max 2969 5 max .519 -.87,j (��8( 14 .005 0 41 > » :' 12 5.559e -4 :40264 12 13:i NC ggiiiNeaing 14 >1z; .519 1 -.879 14 .003 12 4.723e -4 12 NC 14 NC_ 12 1,.:1, NC 12 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 68 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center -SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x in LC in LC z in LC x Rotate r... LC n U Ratio LC n Uz Ratio LC .. .::........./.�� < :: :::. : ;1..::. : <::. -. >;:0 :3:: = :2123 C`' • .519 1 -.88 14 .002 12 3.887e -4 NC NC ; ii .....:....::.::.::.:. ;;':.;'; >:.: :- ;....,...:.::. >:.i;:: ; i..,....; :: ;;..: .... :«<: >�14€ �88;7::�:1 =: �- : <:���i8�<':: >'�32068:e»3: €19 516 • .519 1 -.881 14 0 12 3.05e -4 NC 14 NC . . >: 338r:.;;.:;•;;: ::" 14 :i . :;.::1:::: ... 's.. '; .�: 3 �: .�i.ii: ;:.: ;;:::i:. 031% % .? .?..... .... ::. . 1.9...8 4 � .. ...... ;i��3+ ...'........Q max 975 • ..... .519 1 -.882 14............0............ 12 12 NC 14 N........ .:.... :....... : : ; : : i _ : < 0 2 $ : - « > > : : < : : 5 i <s - 935e-3 : $1:9 977 max .518 1 -.884 14 -.001 12 1.377e -4 NC 14 NC 0 ::::::::::::! i .; .i_ .._._.'_ : .;:.::: : ::• i :: ' .;;. •: :...i ::.;y,.. :•:.... :.i::::-::i:0/5.i:::i ;:- ::::iY;::. 41325645 . �.:.`.:�ZA :i • 2979 1 max .518 1 -.885 14 -.002 12 5.411e-5 NC 14 NC • .; :::: ::::::: : :::::'f::i:::: :::::: :: ��jj .. ... 1 ..36. �. ,,::.s ::::.::.:: ; ::..:.:.' :::::.:.::...:::.:7:..:: :...:: 59 5 . .:.:74 !•t� ;::::::: ii3riE:::i7:��$::::::<1:�.> ::;;" �s<+ 7R7. iR;: ;:::: ?:�;:..Q��:::::: s:�.>:: .!'�a�v�3.��"': :i�i7�T�.:�'..1'X'i:�: ::��.6�i�'.�.:: • : .518 1 -.886 14 -.002 12 - 2.953e -5 NC NC .0 : : : :.:.....:::1 :......1 :::;<::::::338:::<:::«1:4::A 370: R. ..:::::41:12" ;.; ",x. : :: .. -09064E50 ................ ®m -.887 14 -.00312 - 1.132e -4 12 NC 14 NC ::::::::4., `E ®n -.889 14 -.003 12 1.968e -4 NC 14 NC 4. 1 max 518 1 -.89 14 -.00312 - 2.804e -4 12 NC 14 NC <>::::> : >:::::: > ::::::::::::: »:� :1: :.:: »; <: - '5263:: 7... >::;: = >::: ; >:::; .....- X37......... 14........ '�.i3�3.......1...... :......�i. �... ...... :.. 1 max .518 1 -.892 14 -.003 12 -3.641e-4 12 NC 14 NC :...... 11•;:.:: > >:: >:: >� : ::::: 4 ': ax .518 1 -.893 14 -.00312 - 4.477e -4 12 NC 14 NC Q' >' 1 max .518 1 -.894 12 - 5.314e -4 12 14 NC 3533:' <> >' 1 max .518 1 -.896 14 -.00212 - 6.15e -4 12 NC 14 NC ...:::::. ::«:>« >;..:' i:«:;<:;:: �:;:::.. >:::<:::.- 'f..:.:.:..: ,,. ..;. :........... ..... �> 2583`: 25 .- 'i',�k��#. > >`; >'� < »> ....... ,337..........1�..........,:3i `3........x...........,0!...... .� . t 1.5P max .518 1 - .�897 - 6..i.98.6e -4 NC NC 3 . .27Y 0 {Wy/3 A• ' ' '"'''' 2CY0313 RiF.. .. 2 max .518 1 -.898 14 0 : - 7.823e -4 12 NC 14 NC 3001 M82 .35 1 -.572 14 -.105 - 3.783e -3 NC NC 3003 .349 1 -.571 14 -.102 -3.893e-3 NC NC ......................... ... x:22....:... �'�<; �� � � .348 4 -.098 NC NC � • ..... ........ 22:::< ::: . - ::x:84 �'327�?�:509< 4 max .347 -.094 NC - NC 3009 max .347 >:: :<;,.; . : libel ry .. ::...:..; :.:...644.6... 4 < :« ;::- ;:�:76:;:: 422Z_14�.. 50. .. 2987 2088:: 2989 2 . 2991 299 2993 :994: 2995 2 2997 2998: 2999 :oc0 .......... :::;::: :<_6�3$7�!= 3011 max .346 -.568 -.086 - 4.337e -3 NG $ 3013 max .345 -.568 -.081 - 4.448e -3 NC iiW..:.: .� :::.,?3#�6.:::::. 3015 max .344 -.567 -.076 - 4.559e -3 '0120 '64 max .343 max max .343 ....................... .342 -.566 .::.:::............... -.56.5 14 -.066 -.565 14 -.061 12 -4.891e-3 - 4.67e -3 _$ 2 ` 12 -4.781 a -3 NC NC NC 14 14 5 RISA -3D Version 9.0.1 [Q: \...1... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 69 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: b5A Envelope Member Section Deflections (Continued) Member Sec x fin] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC 0) Uz Ratio LC 3023 12 max .341 1 -.565 14 -.055 12 - 5.002e -3 12 NC 14 NC 12 3025 13 max .34 >1�4' .......89.........1..... 1 -.564 14 -.049 12 - 5.113e -3 12 NC 14 NC 12 3027 14 max .339 1 -.564 14 -.042 12 - 5.224e -3 12 NC 14 NC 12 3029 15 max .338 T �' K: 1T �S�`:�i:�Si %S:•iii�ii:�iiiii�i' �i: i'i:..:!i':.:'�:�: -.564 14 -.036 12 ... IY. Y.•i�iili:i:�:�'ri:!!ii::.:A��l "T':i�:�:- - 5.335e -3 12 NC 14 NC 12 3031 16 max .338 1 -.564 14 -.029 12 - 5.446e -3 12 NC 14 NC 12 3033 17 max .337 1 -.565 14 -.022 12 - 5.557e -3 12 NC 14 NC 12 3035 iv. _:....'}VTV.��::::i: ii ?:'�'Y �'l ii:.... A�l33•:- ;581€ 18 max .336 1 -.565 14 -.015 12 - 5.668e -3 12 NC 14 NC 12 3037 19 max .335 -.566 14 -.008 11 ..8,3456- 3...>�.. . ... ......... - 5.679e -3 11 :B823 NC 14 NC 11 3039 20 max .334 -.568 14 - 5.665e -3 14 NC 14 NC 5 3041 M83 1 max 0 8 0 1 0 8 -2.541e-4 14 NC 1 NC 8 3043 Maggan :<O<> ': 2 max 0 8 -.021 14 0 8 -2.61e-4 11 NC 14 NC 8 3045 3 max 0 8 -.042 14 0 8 - 2.394e -4 11 NC 14 NC 8 3047 4 max 0 8 -.064 14 0 8 - 2.178e -4 11 NC 14 NC 3049 5 max 0 '14< 8 -.085 14 .001 8 - 1.963e -4 11 NC 8 14 NC 8 3051 6 max 0 8 -.106 14 .002 8 - 1.747e -4 11 NC 14 NC 8 15 55I 86:` -.126 14 .002 8 -1.531e-4 11 8809.789 14 NC 8 3055 <ri r }� y/y 4 C:j:j' i:i% i!i:i�iii�.: iii' }�'::::_ 'ii ']' •i: 8 max 0 8 -.147 14 .002 8 ::<;::< -: X53......... 1 .. ............I~]t............1.. -1.315e-4 11 7871.125 14 NC 8 3057 9 max 0 8 -.168 14 .003 8 - 1.099e -4 11 7240.193 14 NC 8 3059 10 max 0 8 -.188 14 .003 8 - 8.836e -5 11 6831.548 14 NC 8 3061 11 max 0 8 -.208 14 .003 8 - 6.678e -5 11 6601.104 14 NC 8 <14: 3063 12 max 0 8 -.228 14 .004 8 - 4.52e -5 11 6531.36 14 NC 8 a' 3065 13 max 0 8 -.247 14 .004 8 - 2.362e -5 11 6627.18 14 NC 8 3067 14 max 0 8 -.267 14 .004 8 - 1.312e -6 7 6919.873 14 NC 8 3069 15 max 0 8 „.„.„1.• ' 384 -.286 14 .003 8 2.41e-5 7 7483.651 14 NC 8 3071 162 7555 16 max 0 -.304 14 .003 4.951e-5 7 8481.782 14 NC 3073 17 max 0 -.322 14 .003 7.492e -5 7 NC 14 NC 8 3075 18 max 0 8 -.34 14 .002 8 1.003e -4 7 NC 14 NC 8 RISA -3D Version 9.0.1 [P : \... \...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 70 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: $94 Envelope Member Section Deflections (Continued) Member Sec 3076 : 3077 3076 3079 3081 19 x in max LC in LC z in LC x Rotate r... LC n U Ratio LC n Uz Ratio LC 0 8 -.358 14 .001 8 1.257e -4 7 NC 14 NC 8 20 max 0 1 -.375 14 ............................. M84 1 max 0 1 -.375 14 0 1 1.511e -4 7 0 1 1.511e -4 7 NC NC 14 14 NC NC 1 1 3083 2 max 0 1 -.396 14 0 14 1.735e -4 7 3085 3 max 0 1 -.417 14 3087 4 max 0 3089 max 1 1 3091 6 max 0 1 3093 7 max 0 1 NC 14 76 >(14 0 14 1.959e -4 7 6048.962 NC is 1 14 NC 14 14 3. :.......8......'1.32+ 3:...10. 2.4Oi. -.437 14 .001 14 2.183e -4 7 4240.24 '70964 10:4 7 056 -.457 14 .002 14 2.407e -4 7 3357.594 14 14 NC NC 14 14 -.475 14 .002 14 2.631e-4 , 7 2849.072 -.493 14 .002 14 2.855e -4 7 2531.636 3095 8 max 79e.3.:.1 • i:> <14'73. 25: 0 1 -.509 14 .002 14 3.079e -4 7 2327.993 3096 3097 .......... ........... 3099 10 max max 1.35606.1 -.525 14 .002 14 3.303e -4 7 2200.961 _:1B.e 3` €< .... 557 -.54 14 .002 14 3.527e -4 7 2131.838 14 14 NC NC 14 14 0:1 14 14 NC 14 14 NC NC 14 14 3101 11 max 0 1 -.554 14 .002 14 3.751e-4 7 2112.135 14 37:64 RIVIC. NC 14 ....'' <1' "...... 3< 3103 12 max 0 1 -.566 14 .002 14 3.975e -4 7 2140.492 14 NC 14 3105 13 max 0 -.578 14 .002 14 4.199e -4 7 2222.348 14 NC 14 340 3107 14 max 0 1 -.589 14 .001 14 4.423e -4 7 2372.212 14 NC 14 3 :.r.•v: 3109 15 max 0 1 -.598 14 .001 14 4.647e -4 7 2620.398 14 NC 14 3111 16 max 0 1 -.607 14 .001 14 4.871e-4 7 3031.03 14 NC 14 ::rrtie: 1790876' 3113 17 max 0 1 -.614 14 0 14 5.094e -4 7 3756.941 14 NC 14 3115 222' 40 • 14 max 0 1 -.62 14 14 5.318e -4 7 5260.021 14 NC 3117 19 max 0 1 -.625 14 0 14 5.542e -4 7 9854.628 14 NC 14 3119 20 max 0 1 -.629 14 0 1 5.766e -4 7 NC 14 NC 1 . ..........: .................... 61:::::;: 1:::;::::i? E:';J` >0;;.: >::;;;;:::< >;1: >; >' >::::1 i 3121 M85 1 max 0 1 -.629 14 0 1 5.766e -4 7 NC 14 NC 1 4.e 3123 2 max 0 1 -.629 14 0 8 5.409e -4 7 NC 14 NC 8 4 :4s .. . M. ::: 3125 3 max 0 1 -.63 14 0 8 5.052e -4 7 NC 14 NC 8 ::: :...:..: 3127 4 max 0 1 -.63 14 0 8 4.696e -4 7 NC 14 NC :i- ... g5 .�hY.- iT..N..: i::i::::i:::F.•F.M.:::: 8 ii1.. 1, RISA -3D Version 9.0.1 [Q : \...1... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dj Page 71 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC 1n) Uz Ratio LC 3129 .................... max -.631 14 8 4.339e -4 7 9769.034 14 NC _..0:........t.4. - 3:.1.A. W.}✓.4:Y.iYV 3131 ax -.631 14 8 3.982e -4 7 8371.825 14 NC ............................. .............. 3133 max -.631 14 8 3.625e -4 7 7511.735 14 NC 3135 3137 max -.631 14 8 3.268e -4 7 6973.866 14 NC max -.631 14 3139 1 max -.631 14 8 2.911e-4 7 6655.636 14 NC >1.4 >..:.2i021 e-3. ,:1.0:: ,:4030 2.1i:i 8 2.554e -4 7 6506.544 14 NC ;14 3141 1 max -.631 14 . ......... 3143 12 max 0 1 631 14 8 2.197e -4 7 6505.377 14 1.84e -4 7 6652.052 14 NC NC 3145 1 max 3147 1 max -.631 14 0 8 1.483e -4 7 :: < 6967.609 14 NC 8 - = `' ..� `'14. -.631 14 0 8 1.126e -4 7 7502.302 14 NC 8 4:. - 3 .. >:10 >::4 47-' 4:.: €. ...2.�'f6e�...1........-5....i. .2....1... f....... ".. . 3149 1 ax 3 14 8 7.693e -5 7 8358.311 14 NC .... ............................... 3151 1 max 3 14 8 4.123e -5 7 9749.763 14 NC 3153 1 max -.629 14 8 5.541e-6 7 NC 14 NC 3155 1 max -.629 14 8 - 3.015e -5 7 .......................................... ............................... . NC 14 NC 3157 19 3159 2 M86 3161 max 1 -.628 14 8 - 6.585e -5 7 NC 14 NC 8 max max 1 -.627 14 ... ............................. 1 -.627 14 - 1.015e -4 7 NC 14 NC - 1.015e -4 7 NC 14 NC 3163 max -.623 14 14 -6.701e-5 7 NC 14 3165 ................. ax -.617 14 1x/ >:::5999F3:: NC ......... ... ............... .. ............... 14 - 3.249e -5 7 5457.635 14 NC 14 14 3167 max .001 14 2.037e -6 7 3898.402 14 3169 max -.603 14 3171 6 3: max NC 14 .001 14 3.656e -5 7 3145.425 14 NC 14 -.594 14 .001 14 7.109e -5 7 2719.536 14 NC 14 : =$ :... .002 14 1.056e -4 7 2462188 14 NC 14 P4:8' >'(£�`'�439 >89�<:1.,,. 3173 max -.584 14 3175 3177. 317.9 10 max �..$6 ......... ....... 1'Iil.f`t. 3181 11 max max -.573 14 max .002 14 1.401e-4 7 2306.863 14 NC 14 1.341].48.:. -.561 14 .002 14 1.747e -4 7 2 272 117 14 NC -.548 14 .002 14 2.092e -4 7 2192.909 14 NC 14 ......:::.: - 14 0 1 -.534 14 .001 14 2.437e -4 7 2213.608 14 NC 14 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 72 • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x in LC in LC z in LC x Rotate r... LC n U Ratio LC n Uz Ratio LC IV. 9 P Q Y 0 -.519 .001 2.782e -4 NC :.:.:..:.:.. ....:..:. ,. 0- •:..: ::... I :::<:::;.i::::.;<;.;.:;..;.:. ;;;;;:;..;....:;.::.�;; :;.: 682:<::. :.ppy €�' I<�734�..3.: ......... 1 ax 0 -.503 001 3.128e -4 NC »1 >8;�i3< iNC >> ........ :::�#::::«: .:.855 :i> .. - ..I;i><T> , . 3187 1 max 0 -.486 0 14 3.473e -4 7 2629.67714 NC 14 n - �y ;�)� .y { 2 9 15 max 0 -.468 14 0 14 3.818e -4 7 2959.787 14 NC s s :.>:: > > .::Ti ...797:::: ..47.� :3 s �7 2 9r5 > C..:... e 9 0 -.449 14 0 14 4.163e -4 7 3488.538 14 NC 1:391. i2 ..6' < ..:... >4�> <6S: :::: £)> >: >:8 ? ?:.:..... ...e:3: 031 9 3193 1 max 0 -.43 14 0 14 4.509e -4 7 4406.219 14 '« 3194 : .iii :ii:::i::::::::.::::::i::. «.<.;<�f� »_: »<:: >: 73:2> "`>0 » >' » >...: . 3056. . 3195 max -.41 14 0 14 4.854e -4 7 6286.653 14 NC 14 mmax -.389 14 0 14 5.199e -4 7 NC 14 NC 14 3199 20 max 0 3201 M87 1 max 0 3203 max 0 -.367 ... ;:. -.367 -.35 5.544e -4 7 NC 14 NC 5.544e -4 7 NC 14 NC 5.097e -4 7 NC 14 NC E 14.649e -4 3207 4 max 0 14 -.315 14 0 4.2y{01 e-4 7 NC NC 3208 ... ...:....rrill�; is i i::.I..jii iii;:ii iv. � ::... ii::i :�4:.Y..Y�! phi: i :....... iii {:.......�>...:% % %: : �9.1••IIrM��i�i .... �j•:-. �}.... %t ...:�14:T.a1!.:i 3209 5 max 0 14 -.297 14 0 : 3.753e -4 7 953521 NC :::::::::::: r IN: >::>::»» > 6:::. 4a0..... .....1 .............Q...-- -...:. A#3.....2��4... ; , 3211 6 max 0 14 -.279 14 0 8 3.305e -4 7 8412.132 NC ::>::>::>::.;. i: �.:< iiiii ::: :: >::i:: >;:::� ::;:::::::::::i471':.:: ....i:ii::ii:::: :iii: >i » <::� ::i::i- :i::i;i: ::i.:.i.::;.:i::i :„ :;::..; .:.::... .:::. .:::::. .: i :.::::.:;.:;.:: :: ;::::i:.:ii:: >::ii:: »;:: ;:i;; <:::i::::i: : >:::::.> :::: »> »I# >:: »:: >:: ;:::: 8 ::..:.. :::1.:::.::::::::: £� ::::::::::. :.638t:e�4> :: >1a�= �'�`�a�:33; ::: >:::� » > <:` . 3213 7 max 0 14 -.261 14 0 8 2.857e -4 7 7777521 14 NC p < 4::::: = 4 < 3215 8 max 0 14 -.242 14 0 2.428e -4 11 7447.721 14 NC 3217 max ::::::::::;:::::::k.06. 300 i 222 NC . B .._... � 6 i 3219 ' ` -.203 7416.827 � s - - NC ......: • 32M s a . '796644:1.6::-: 3221 ............ 3223 34''. 1 1 max 0 14 -.183 14 :31: >< >` ><9' >< 12 max 0 14 -.163 14 0 3225 13 max 0 14 -.143 3227 14 max 0 14 -.123 3229 15 max 0 14 -.103 • 3231 16 Max ............:.. 3233 17 max 8 1.202e -4 11 7674.963 14 NC 8 7.937e -5 11 8133.258 - r64 .Y.•M��i �iiY..!:% .....Y!!�!.... .... ::iiiii 0 8 3.851e-5 11 8841.18 14 NC 8 ..5 :65e -4:::> 6::> :49:6 07 :: » >::: 0 -2.337e-6 11 9894.638 14 NC 8 ::2 7: 8 - 4.319e -5 11 NC 14 NC 8 14 -.082 14 0 8 - 8.404e -5 11 NC 14 NC 8 948e4 ; :: 0 14 -.062 14 0 8 - 1.249e -4 11 NC 14 NC 8 NC RISA -3D Version 9.0.1 [Q:\... \...199- 136045000 - SDC 42 \Calculations\Chiller Platform 1 -2 snow.r3d1 Page 73 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 524, Envelope Member Section Deflections (Continued) Member Sec 3235 1 max x [in] LC y [in] LC z [in] 14 -.041 14 LC x Rotate [r... LC (n) Uy Ratio LC 1n) Uz Ratio LC 14 NC 12 12 - 2.066e -4 11 NC 14 NC 12 NC 12 12 - 1.657e -4 11 NC 3235 3237 1 max 3239 2 max 14 -.021 14 14 3241 M88 max 12 - 2.355e -4 14 NC 13 14 1.252e -2 1 NC NC 14 3243 max 13 .006 14 1.236e -2 1 NC NC 14 3245 3 max 13 .012 o 14 1.219e -2 1 8131.327 1 NC 14 3247 4 max 3249 5 max 3251 3252 ` < 13 .016 14 1.203e -2 1 5924.25 1 NC 14 1.187e -2 1 4878.793 1 NC .......... .......... 14 14 max 0 13 .022 1 0 14 1.171e-2 1 4308.542 1 NC 14 3253 cr. Max 13 4 14 1.155e -2 1 3987.471 1 NC 14 7955128 14 1.139e -2 1 3822.09 1 NC 3255 3256; G:::: S::;:;:;: 5::::::: ::::i 3257 max 13 .025 14 14 1.123e -2 1 3769.969 1 NC 14 3259 1 max 13 .025 14 1.107e -2 1 3813.3 NC 14 3261 1 max 13 .024 14 1.091e-2 1 3949.487 1 3263 3264 3265 3267 8e3 NC 14 12 max 13 .023 14 1.075e -2 1 4188.847 1 NC 1.3. ax 0 13 .021 13 .019 14 max 14 1.059e -2 1 4557.094 1 X1.4'::::; ><: >::::€I >' <_> ' > >4 t> A::0.0414.6!..14t > » >: ic: >:>:» 14 1.043e -2 1 5103.942 1 NC 14 NC 14 14 3269 1 max ........... ............................... 3271 1 max 32.72 3273 17. ............... 13 .016 1 0 14 1.027e -2 1 5924.214 1 008 <> > 1 :« ' >««? > 8» :6197er: <1> <> #tt 13 .013 1 0 14 1.011 a -2 1 7212.08 < 6e:, .;<1:4:; NC 14 NC 14 max 13 1 14 9.948e -3 1 9424.868 1 NC 14 3275 18 max 13 .007 0 14 9.788e -3 1 NC NC 14 3277 1 max 13 .003 14 9.627e -3 1 373> NC NC 14 3279 2 max 13 8 9.467e -3 1 3243o NC NC 3281 M89 ax 14 2 - 8.065e -3 11 NC $282. 3283 328. ,3,y285 r� : max 14 .006 • NC 14 - 7.928e -3 11 NC NC 14 ax is G: 14 .011 14 -7.791e-3 11 8843.465 1 NC 14 .............. �:`:::.:.:: T:+ G: i:: I::: t: ! iy::..... ............7. \ 3287 4 max 0 14 .015 1 0 14 - 7.654e -3 11 6443.1 1 NC 14 RISA -3D Version 9.0.1 [Q: \... \...\99- 136045000 - SDC 42 \Calculations 1Chiller Platform 1 -2 snow.r3dj Page 74 3323 33243: Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec 328$ ].... . . x [in X!" ..... . [in] LC x Rotate Ir... LC (n) Uy Ratio LC 4184e -2...' ........NC.. 0 14 .018 1 0 14 - 7.517e -3 11 5306.086 1 3289 .................. X290::: >.. 3291 3232" > »: 3293 3295 3. ax Uz Ratio LC NC 14 ax 14 .02 14 -7.381e-3 11 4685.898 1 7 max 14 .022 max 14 .023 14 - 7.244e -3 11 4336.712 1 14 - 7.107e -3 11 4156.852 1 NC...........14. NC 14 NC 14 3297 3299 1 max ....:.....::.. 3301 ..::.1,,: >,: max 14 .023 14 - 6.97e -3 11 4100.172 1 NC 14 14 .023 14 -6.826e-3 14 4147.304 1 NC 14 ax .022 330.3 s4`< 1 max .021 14 - 6.681e -3 14 4295.427 1 NC 14 - 6.536e -3 14 4555.761 1 NC 7 '14 is 14 14 3305 3306 13 lmax 0 .019 .017 3307 1 ax 14 -6.391e-3 14 4956.273 1 NC 14 14 - 6.245e -3 14 5551.033 1 N 3309 1 ax 3311 1 max .............. .015 4:: .012 14 -6.1e-3 14 6443.173 1 NC 14 11 - 5.955e -3 14 7843.875 1 3313 17 3315 :...... ............................... 3317 max 1 1 max max 3319 2 max • 3321 M90 1 imax 14 .009 1 0 12 - 5.809e -3 14 et/ .006 a�FF1 0 12 -5.664e-3 14 NC 1 • NC .003 12 - 5.519e -3 14 .............13....9.'63 -.375 14 max -.375 3325 3 max -.375 3. 6.. 3327 4 max -.375 ... ..........::........:.......... 3329 3331 max 14 - 5.374e -3 14 NC NC NC NC 11 12 NC t? 3.168e -4 8 12 NC 12 NC NC 1 NC 14 14 .009 3.984e -4 8 NC 7 6858.422 1 14 14 .017 1 4.8e -4 .................... .. :... ... ...6..C.... ii .025 .032 -.375 14 0 max -.375 3333 7 3335 8 max -.375 max -.375 3337 max 3339 1 max C 7 3732.008 1 5.617e -4 8 NC 7 2719.204 1 1 6.433e-4 8 NC 7 2239.492 1 14 .039 1 7.249e -4 8 NC 7 1977.872 1 14 .001 .045 8.065e-4 e4 8 NC 7 1830.618 1 14 .002 .051 8.881e-4 8 ...................... NC 223: 14 7 1754.833 1 -.375 14 .002 7 .056 <: :::..... . -.375 14 .003 • .061 1 9.697e -4 8 NC 7 1731.05 1 < >:fl& 1.051e-3 8 8411.886 7 1751.105 1 RISA -3D Version 9.0.1 [Q: \...\... \99- 136045000 - SDC 42 1Calculations \Chiller Platform 1 -2 snow.r3d] Page 75 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC n) Uy Ratio LC n) Uz Ratio LC 11 max -.375 14 .004 7 .066 1 1.133e -3 8 6530.692 7 1813.82 3: !<' 1.215e -3 2572.584 3344: 3345 SUB 3347 3350: 335.1 3352 3353 max -.375 -.375 4128.949 -.375 -.375 -.375 .....;=:841 0 -.375 .009 .01 .013 .081 37: 3351.828 .085 .09 .094 M91 3388: 3367 3388: 3369 X70:' ti max max max r�CriE:. max max :root max max -.375 4'it,::> -.629 -.629. .02 0 0 .102 1.459e -3 2753.86 3640.153 4 :14: 0 8 1623.681 Id 1385.389 .107 4 14 0 1 .002 .004 4 -.629 -.629 .002 .003 0.4002.' .007 .......... .01 :44 1.704e -3 1.786e -3 1601.46:: 1190.901 NC NC NC -8::522 4.815e -5 X89226 4.815e -5 337K--11/ 3G: 3373 337:4: 3375 3377 338} 3379 3380 3381 330 3383 max :t max max max max max 3004; 3385 3386: 3387 3388; 3389 t$9 3391 U12 3393 -.629 -.629 -.629 -.629 1t 3i3t . :. :.:............. -.629 66 -.629 max max -.629 -.629 -.629 .019 .023 .029 .034 ...................... .04 <17t ><t» .047 .009 .01 - 28 7 7 .053 .06 4 4 <14: NC. .::.:. >N `>:i;.ii 8192.413 8570.466 3554.097 747 2359.61 6546.72 7 . ...................... ......... 5449.822 7 4666.518 7 >> »» ::31P 4079.211 7 3622.566 7 3257.385 ....................... 2958.722 17 max -.629 1� ='t >, .012 .082 4 4.815e -5 4.815e -5 : 2709.947 2499.547 2319.298 ::::...........:::::.. 2163.17 1023.971 4.815e -5 14 2026.64 31:3;833 7 292.167 RISA -3D Version 9.0.1 [Q:\... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 76 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 g11I vJ � Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x in LC in LC z in 3395 18 max -.629 14 .013 7 3397 19 max -.629 14 :min::-i..06 . 3399 20 max -.629 14 ...... ...... 4377:;'. ...................... 3401 M92 1 max -.627 14 0 102:.,, :; <:;i:ii;:<.::ii:iiii; >:<. >:;; ;i ::::::::::: : : ai1> < »::1`t83.. ' .........._.......hi....... 3403 2 max -.627 14 0 Witit 3405 3 max -.627 14 0 _013 .09 LC x Rotate r... LC n L/ Ratio LC n Uz Ratio LC 14 1906.249 7 267.681 4 4.815e -5 .097 4 4.815e -5 14 1799.307 7 246.804 4 4s 4 4.815e -5 14 1703.689 8 NC 3409 5 max -.627 14 0 3411 6 max -.627 14 0 ............. . 3413 7 max -.627 14 0 max -.627 14 max -.627 14 it$> 3419 10 max . -.627 14 3421 11 max -.627 14 3423 12 max -.627 342* `:5 : }:;:�:;':;i •:S:iii :ii'i'S' :i��i- ::iiSS:ifi!':mi:i is :::i;ilt.; '::' 64' :;::;:.:iii 1 max -.628 14 7 228.873 4 -.001 12 2.252e -4 8 NC 7 NC 12 ........1......'i.:468e4 ..1. -.002 12 2.943e -4 8 NC 7 NC 12 0 �2.. . 4........ � .:...x..924 ..4...14:.:5 ... 734 . # VIZ 8 NC 7 6257.296 8 NC 7.`4349.941 12 _,. 8 NC 7 3251.79 12 :: > ... >::. `x:35 �43,��fi38 ... 1� .:'� 585 . 8 NC 7 2549.637 12 7 -.006 12 4.325e -4 1 ............ .,01.1.........5......2.647�z -9 7 -.007 12 5.016e -4 7 -.009 12 5.707e -4 7 -.012 12 6.398e -4 12 7 2068.456 12 0 7 -.016 12 7.78e -4 :±��.:.Q:....:..... ee.{{. ��.j�:{{:......:::..::.?.'�..�..:.. y .001 7 -.019 12 8.472e -4 4:i:: !!:i!': ::. `iiiiii: iii : ' q�■(Y� .002 7 -.022 12 9.163e -4 ..8«: .fl:�: :878 e- e -4 � :. :... ............ tai:.> . > 'i> #....., 3427 14 max -.628 14 ... ............................... 7 -.027 12 1.054e -3 12 12 8 7181.77 7 980.177 3429 15 max -.628 14 .007 7 -.03 12 1.124e -3 3431 16 max -.628 14 .009 7 -.033 12 1.193e -3 34 3433 17 max -.628 14 -.036 12 1.262e -3 8 �.:.:.:: .�� . gal 12 5 12 12 5 12 5 12 18 max -.628 14 4;545 3437 19 max -.628 14 .017 7 -.043 12 1.4e -3 8 1394.772 3439 20 max -.628 14 .021 7 -.046 12 1.469e -3 8 1153.102 3443 ...::.� :::.: .:::::.:::..:::...: :.::::::: :.. - .: ::.: ».. !.#164...; >:.:1.:;; ;'.::::: � :#32#�,;:::;:_.i'I:�:: ::::::._: 108:::::-.:: �.::.:.:. 3 �' �"' i. e�4:.:. 1. �4::.::::::: �1�:,::;;:: : :1:0.:::22?t'[t'�3.:..:....:.. ........................:............. ....rnit�:- ::�.1.... :..::. ..., .. ..... 3441 M93 1 max -.367 14 0 1 0 1 2.224e -5 14 NC 1 NC NC.. 3443 2 max -.367 14 0 7 -.005 11 2.224e -5 14 NC 7 (y ��yy{,, Nj�C 11 1,� :iii:: •. >.f' +y� �%� 3445 3 max -.367 14 .001 7 -.01 11 2.224e -5 14 NC 7 6603.538 11 3446:: t ;,«;<:- : .. `i..: x..3.376...8:._ 8 1713.196 463 607.907 6t(t3 7 563.398 12 12 4014> 7 524.827 12 RISA -3D Version 9.0.1 [Q: \... \...\99- 136045000 - SDC 421Caiculations \Chiller Platform 1 -2 snow.r3d] Page 77 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: yo% Envelope Member Section Deflections (Continued) 3447 Member Sec x [in] LC y [in] LC z [in] 4 max -.367 14 .002 7 >» 4a: 3449 5 max -.367 14 .003 3451 6 max -.367 14 .004 28- $ r- .. -.015 <026 ::: • <.. -.019 LC x Rotate [r... LC n) Uy Ratio LC 12 2.224e -5 14 NC 7 3453 max -.367 14 .004 3455 3457 3459 3461 34?:. 3463 1 -.022 7 -.026 >:'1 #.........,0...13...... max -.367 14 .005 7 -.029 ... :li::Y: :::il:: :!: :'.:' :::::::::Hid - ::::i5i:: max -.367 14 .006 7 -.031 ....�:i626.:i:;; max -.368 14 .006 7 -.034 MOM .1......3..378 ...� 12 2.224e -5 14 8539.585 2.224e -5 14 6827.061 7 - 3<: `art4'7: 12 2.224e -5 14 5685.492 7 2221.13 .13 12 . 1.1010:15M ., :1:1:6. 12 2.224e -5 14 4870.184 7 2129.116 12 4:3: 8> - 12 2.224e -5 14 4258.788 7 2100.194 12 .2:33: ='1;31 41.41.05! 12 2.224e -5 14 3783.333 7 2124.455 12 .,:. ...1......3.37'6. . n) Uz Ratio LC 3299.526 12 7 2717.37 12 12 2399.861 12 -.368 -.037 3403.036 ::...................... 3091.946 2200.463 2333.977 :4. 3465 34: 3467 3 :. 3469 13}471 3472:. 3473 .008 •... »016 .009 2.224e -5 14 :437 2.224e -5 14 2832.76 2613.5 2539.342 -.368 2.224e -5 14 :::......:..::...: -.368 -.368 max -.368 14 14 14 =�08 -.043 -.044 -.045 3301.669 .............................. 14 2262.818 14 2120.415 14 1994.805 3477 376> 3479 -.368 .013 .013 -.046 0 -.047 2.224e -5 3483 .017 .017 .238 3488' 3489 3490 3491 3493 ;4494' 5 6 .017 .017 .017 max .017 3497 9 max .017 -.532 -.525 1883.188 1783.355 NC NC ....................... 8802.234 6081.633 9is 4791.079 ::4.9:43;89% 4080.916 3672.03 10 -.517 14 .216 4 7.90.8 a -3 <2 3e- -3 10 -.509 14 .21 4 •� ............'1.... ....,039........4': i• 3499 10 max .016 10 -.499 14 .203 7.535e -3 14 5816.766 :1 14 4943.077 14 4434.981 :439: 3449.623 14 4151.678 4 <14 3362.495 14 4029.507 4 .::::.:..:: i `3492F. ..glit010 ... 4.. 4 7.162e -3 4 3390.768 14 4042.292 4 RISA -3D Version 9.0.1 [Q : \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 78 • Company Designer Job Number : Engineers Northwest Inc., PS : DML : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: W-/i4 Envelope Member Section Deflections (Continued) Member Sec x [ink:. .LC...:::-: Y;[.! "a...... LC :.: ,.:Z. n�. ::;:: �s:+. ::.�:., :..':` 11 max .016 10 -.488 14 .194 12 max .016 10 -.477 14 .186 ® x::474 ?« < + + -.464 14 + . 4 1 .016 10 -.452 14 + : ::: 726 + a + -.438 + + -.425 + '"'#97: 3501 3503 4 LC x Rotate [r... LC n) Uy Ratio ,LC (n) Uz Ratio LC ••• 8250.x...1.4. 315.31.,28....:. ........14 4 6.788e -3 4 3535.111 14 4187.679 4 4 6.415e -3 4 3815.697 14 4484.787 4 .176 4 4 3509 1 3511 1 3513 45.1t 3515 5.669e -3 s . 14 .146 1 m .136 .125 14 6220.847 14 36 02# 4980.422 5767.819 5.295e-3 4 73 4 6.7:024 a :� 4.922e-3 4 8304.677 14 9179.907 4 4.549e -3 '2 4 4.175e -3 NC 14 NC NC 14 :ft.: o a 35:Y% 016 + .116 - 3.802e -3 3519 20 max .016 10 .107 4 3.429e -3 4 NC 14 NC NC NC max .107 .107 C 14 NC ©m .106 ....:.4042 max .1�))(06 max .106 -.389 -.402 -.415 ,3{ ayyw ::::ii:: :109:1 -.429 14 02 7 2.383e -3 3 NC 14 NC w .02 .019 .019 .019 .018 max .106 .106 - .442! 14 2.272e -3 3 NC 2.162e -3 3 NC 2.051e-3 3 NC ...................... 7 1.945e -3 NC NC 14 NC 14 NC 14 ::.NC.: -..: 4 NC IIII 7 NC 114 ............... NC NC 14 NC 3535 max . 106 -.469 14 + 3537 9 max .106 4 -.482 .018 7 1.655e-3 3539 1 max .106 -.496 7 1.559e -3 3541 3543 3545 13 max 3547 14 max max .106 -.509 X86 »> max .yy1��0��6(( -.522 .106 4 -.536 14 .017 7 1.462e -3 1[4 .017 7 1.365e-3 14 .016 7 1.269e -3 4g. 02 NC 14 NC NC 14 NC .105 4 -.549 14 .016 7 1.172e -3 7 NC 14 NC -.562 14 .016 7 1.075e -3 7 NC 14 NC -.576 14 .015 7 9.789e -4 7 NC 14 NC .:..:.... .::::... i i +f�:i!T' :: : :: .iviiti: iii:• :iE:: :•:i•r`.R:: : :::: ?:i .:�.: �-_ :: ..-.. '.:.':: ' :i :ii;'.'ii' .. vi::'::i�::::::i::` :::.:::: . 3549 15 max .105 3551 16 max .105 s 7 RISA -3D Version 9.0.1 [Q : \...\... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 79 M97 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC n) Uy Ratio LC n) Uz Ratio LC 3553 17 max .105 4 -.589 14 .015 7 8.822e -4 7 NC 14 NC 7 .......::.:..:..:..:. ............. :...:.:... .::::::::.:: ;: ;::..: »:. :: ;:; ;:;;:;.:�. � ��D< =99:Ei44� >T�l= < <� <�1Q >>««> �1<� >�Ia'> �; : >: 365�::<> �::<:<,<:<.:;; » >::: >::: ::: %:::<;:;;«««...mt�< «:«...Q41«..;;,, ,<1...4..::« :<:...99�> <::<1............033 >�<... 3555 18 max .105 4 -.602 14 .015 7 7.856e -4 7 NC 14 NC 7 • 3556::<::<>«::<::<::;><::<:;::: :: ::::«::;a 4t.;:.; ;:: <: >1:4::.. :i4.; :...:.::.: • 3��..:-....: �€. �i.. 1�1C7e *3..:' .:.::..:n:.. :.:.:.. . . 3557 19 max -.616 14 .014 7 6.89e -4 7 NC 14 NC 7 ............................ 105......... 4......:...... ::...::.:::.::.:::.::.:.:::<::::::::.;:;:.:;:.>.::.:;;:.;;;:.: .; ; . ;;;:.:;:;::;:.:.;:.;:.: >; :;� ,..1 'AI ...:..:: :. ............................... X34 10; ....... ...... 3559 20 max .105 4 -.629 14 .014 7 5.924e -4 7 NC 14 NC • . -.629 -.041 - 2.2e -3 NC NC 3563 2 max .014 7 -.657 14 -.031 14 - 2.019e -3 14 8464.802 14 NC 3565 3 max .014 -.684 14 -.021 4.128> ». ::::".:!:::::,:4."'."4:06a 3567 3558:: 3569 14 max .01�4{ -.761 14 -.011 -.002 4296.61 6621.884 14 .006 .013 .018 - 1.657e -3 :::5X417" - . :...::..,e -3 - 1.476e -3 .014 -.784 11 35147 x> : 014 -.803 11 s m .014 -.822 "Rt 10 max .014 -.838 '` >'` ::: »> »::,.189 ::. ::::..x}33.::::: :::: ::'i,::.:. 11 max .014 -.854 Apt € >}- >> » 28- AM III2935.755 14 4552.71 14 tit: 2. 837 5 8 :851 2278.006 14 3562.467 14 1200M56 9 4 1903.462 14 3008.323 14 13.7841 Y - 1888.042 11 2678.191 1729.848 11 2483.664 14 3 ;;3123;31 €` 1636.84 11 2383.615 ^,/G - 1.295e -3 14 4 - 1.113e -3 14 4 - 9.323e -4 14 .023 .026 .028 14- 7.511e -4 T.645 14 - 5.7e -4 1 max 1 max 14 max .014 15 max .0/y1�}4�+ 6: max .014 - ' >'' max .014 1593.739 14 1594.159 11 - 2.076e -4 11 .029 14- 2.649e -5 14 1732.163 11 2740.785 1638.143 >1O' '3g3'i 923 2359.29 3N217. 2405.221 <- 81:::,2:3 5 2526.602 >4.. .4x34 :195 :: 1.... 3754:. `7:::::.3:. -.89 11 .028 13 14 1891.629 11 3051.336 13 .....'x.� :::= :8:<: 11 .027 13 3.358e-4 14 2147.88 11 3585.011 13 11 .025 13 - • 14 2566.665 11 4461.06 13 -.913 11 .022 13 3597 19 max 3601 36625 3603 3604, 90 max .03 -.925 -.93 <'`» == :427 " - 10 .02 :017 .016 :::>1,.- TR; %:L :L;�KxiC: ;:j %jh•::: E7:.71VaE�n7G: 13 3304.36 11 6029.613 13 3'50 989 8.942e -4 -3?i133 1.087e -3 9360.086 NC grg <N>'' NC m .029 10 -.919 11 .011 3 max .029 10 -.908 11 .016 12 4.293e -4 12 9452.451 11 6546.703 12 7.653e -4 5.973e -4 9522.812 169011 NC ........................ . O €`>€ ....................... NC 11 NC RISA -3D Version 9.0.1 [Q: \... \...\99- 136045000 - SDC 42 \Calculations 1Chiller Platform 1 -2 snow.r3d] Page 80 • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x in LC in LC z in LC x Rotate ... LC n L/ Ratio LC n Uz Ratio LC .029 max m max 3615 max MI6 max 3619 3621 10 .029 .029 .029 gigE -.898 11 -.885 14 .023 6541.445 11 C:, 12 9.342e -5 12 7401.371 14 3520.43 10 -.871 :.- 344> -.856 10 14 025 12 - 7.454e -512 6433.787 14 2971.842 95 12 - 2.425e -412 5941.306 14 2644.645 $ :4 12 -4.105e-4 12 5767.374 14 2451.367 14 .026 10 4 14 .027 10 10 -.823 -.806 14 .025 12 - 5.784e -412 5850.638 14„ 2351.271 - 7.464e -4 2325.706 -.788 14 .02 12- 9.144e -4 12 14 2369.098 -.77 14 3 14 .015. .009 8247.151 NC • 14 .003 NC NC 1 max 1 :.:.028:::.::::: T!.�.694:;.:;. ..: max .028 14 -.013 12- 1.754e -3 -.676 14 14 .24$2t< 2486.321 ■ NC 14 4418.848 14 -.021 - 1.922e -3 NC 4$r 14 5966.175 O 9 3 4 a - M98 1 max .028 -.659 -.03 - 2.09e -3 NC 14 9248.86 1 m .028 max .028 10 14 14 -.038 -.046 12- 2.258e -3 - 2�1a.426e -3 14 NC 14 NC NC max -.046 12 -.628 14 .021 3.225e -3 2 37e -3 <> 0 NC E 3645 max SWIM -.046 -.614 14 3647 3649 max .02 7 3.079e -3 NC -.046 NC .02 NC -.046 12 max -.046 12 14 2 7 2.785e -3 3 NC 14 NC 14 .019 ..............: 3651 :. :.. : ..:..::::..........:.::. 7 2.638e -3 3 NC 14 NC max -.046 12 14 .019 7 2.491e -3 3 NC 14 NC 3653 max -.046 12 14 .018 7 2.344e -3 3 NC 14 NC 3655 .6: 3657 max -.046 12 max -.046 12 '::GaIL ':47::: ::::iU .018 7 2.198e -3 3 .018 NC 14 NC 7 2.051e-3 3 NC 14 O. NC RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow•r3d] Page 81 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: tuf Envelope Member Section Deflections (Continued) Member Sec 3659 10 11 3661 3fi�2 3663 12 max 4 3665 13 3667 14 max 3669 15 max >f#11Y 3671 16 max x [in] LC y [in] LC z [in] max -.046 12 -.505 14 .017 03027 max -.046 12 -.491 14 - .8.'' -.046 .017 .017 .016 12 -.477 14 LC x Rotate [r... LC 7 1.912e -3 7 :7: 7 1.777e -3 n) Uy Ratio LC n) Uz Ratio LC NC 14 NC 7 14 NC 7 NC 14 .016 14 .015 7 14 .015 7 7 1.373e -3 7 3673 3574: ............ 3675 3679: 3677 -.047 -.047 -.381 -.368 .015 .014 .013 NC 14 7 NC 14 NC 1.104e -3 7 NC 14 NC � ? � >'.: >'# SIC:::: > >?..:........... NC NC 3.594e -3 max 3685 3 €' 3687 3• max ....i #.025:':..' .013 .013 .013 HAM - .386..... -.405 -.423 33Q43''':< #23 .124 5 Q46 .139 .153 5 3.969e -3 .....................: 1;026.::3:. 4.345e -3 5655.952 4069:7'59' iggig 2803.625 3413.252 2859.764 3692: 3693 3694; 3695 3696.: 3697 r:a max Mir: -.503 2521.804 2312.378 2190.095 2134.707 3701 37#2: 3703 37`0:4; 3705 3706: 3707 370& 3709 max . max ruiti max :mitt. .013 .013 :::3:026:;; .013 max max -.519 -.525 -.531 -.535 ........:.... . 1 16 max .013 .238 .241 .244 -.539 11 .246 2137.871 28 t> 2199.896 16 2329.813 2738.697 25±1:7: 8.848e -3 3182.157 . <::» 83�:':33:331?232988�. 7..4 ..... 9.223e -3 3906.637 1 7, 2E�...31 '9.... 2 3473.547 5 RISA -3D Version 9.0.1 [Q : \...1... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 82 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member 3713 3715 17 18 3717 19 3 1:8:: 3719 20 3 3721 M94A 1 max max x (in) LC y LC (n�) Uy Ratio LC Sn) Liz Ratio LC 4; 9.599e -3 5 5192.722 11 4483.92 ............... 9.974e -3 5 7892.255 11 6579.437 NC 11 NC ma 3:122 ml 3723 2 m 34 3725 37 -.552 11 .247 x .346 1 -.748 10 .131 n< ax .347 1 -.761 10 .123 4 3<? max 3727 max 37 .347 1 -.774 10 .116 .348 1 -.786 10 .108 34:::.::: >:> max .348 1 -.797 10 .099 'r i►::;<:<2:1g: >: <:::<:;1:4;> max .349 1 -.808 10 .091 357:' {�. <<<`828 << 3729 5 3730 3731 6 3733 NC 11 NC 4 7.162e -3 4 NC 10 NC 4 :::;: .:14...2.699e.�:...14.. mein ...... 4 6.835e -3 4 NC 10 NC 4 max t .. 3735 8 max .349 1 -.818 10 .082 .35 1 -.828 10 .074 :•44 A2;':'i iy:y:iiiii`.t 4 6.508e -3 4 9474.674 10 NC `#{ 4 6.181e-3 4 6571.226 10 NC >14 2 :361:e:-3:;:: E1:4:::: >6,�E:::::::;<: 4 5.854e -3 4 5116.924 10 8827.275 4 :E'ii f i: 5 :;, c:. :.:, :.... ;;. � ,:.....i:i % i:i:: ?:. ,;. i:" ::=� : % i:E M' : 42:i�..3'..i.�.. ...9a7'S� .76....1...484 4 5.526e -3 4 4240.332 10 7341.899 4 ....... .:............................ . x'"`319+ 94 14 mi: 4 5.199e -3 4 3650.8 10 6399.151 4 4.872e -3 4 3223.644 10 5775.75 3737 9 max 3738: y..... : ....:.....:......:............ . ............................... ate .35 1 -.837 .- -: 10 .066 4 4.545e -3 4 2896.462 10 5363.103 16'9 ......14.7.. �. . . 3739 10 max iii€': 3741 11 max .351 1 -.846 .351 1 -.855 -.863 -.889 4 1.1396. .353 }1 -.8[ 74 .353 1 -.878 max .354 1 -.882 3743 12 zL max .352 3745 13 max .352 3747 14 3749 15 3751 16 max max 10 ' .057 10 .049 ............. 10 .042 >< »» 0�_ 14 .034 14 .027 14 .021 : 11: 4:< i :005> 14 .015 4 4.218e -3 4 2634.58 10 5104.927 4 4 3.891e-3 4 2417.239 10 4973.109 4 `:•*. 2 `;; 4` ' ` > ]SIOnr:: 1< 4 3.563e -3 4 2231.323 10 4958.108 4 4deA3���;4 4 3.236e -3 4 4553.99 14 5066.672 4 4 2.909e -3 4 4037.731 14 5325.651 4 2.582e -3 4 3640.829 14 5795.409 1 t <`1 €12e 3% 13 ><: N1i «« >< >1''« - 4 2.255e -3 4 3332.989 14 6.606.685 :' 3> 4 1.927e -3 4 3093.911 14 8073.718 4 .:y�y �8 "/�{ {{��:.` .::::::::::.. ': ? %'.' ":':::E:::: >':: =::::: %::. '::::::]�.�■ }/:'may.? ::: 1 :i�:�.. .X.4.Y.Y... ... 3 ......v.�l!�v....... ,...1..:. ........4.f.Y :. ,..... ..�,�. 3753 17 max .354 1 -.886 4 :.- 1:,4 >1:2: 14 .01 3755 18 max .354 3 .355 3757 19 max 3759 20 max 3761 M95A 1 1 -.89 1 -.894 ............................... .355 1 -.897 max .214 1 -.438 • { >, max .215 1 -.451 3763 14 .006 14 .003 14 0 10 -.064 10 -.059 4 1.6e -3 4 2909.827 14 NC 4 :<:13:::: >739 :e4 > 3 1.273e -3 4 2771.461 14 NC 3 9.458e -4 4 2672.835 14 NC 12 -1.041e-.3 12 NC 10 NC 12 12 -1.271e-3 12 NC 10 NC 12 566:e3.......,....,,.., RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 421Calculations \Chiller Platform 1 -2 snow.r3d] Page 83 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 3765 37 3787 7 3769 max .217 1 -.463 10 -.054 12 -1.501e-3 12 NC 10 NC 12 '14....... ,80.......:.1.:..........1 ....... max .218 1 -.474 10 -.05 12 -1.731e-3 12 NC 10 NC 12 IOW max .219 ...::: 14:.....:8'. 1. •l 7 5 >; 1 -.485 10 -.046 12 -1.961e-3 12 NC 10 NC 12 3773 3:774 :......... . .................. 3775 8 3777 9 3779 10 3781 11 3783 12 3785 13 0;: max .22 1 -.495 10 -.043 12 -2.191e-3 12 NC 10 NC 12 max .221 1 -.505 10 -.041 12 -2.421e-3 12 NC 10 NC 12 i11ir1:. 8.....5.368e*:3 max .223 -.514 10 -.038 12 - 2.652e -3 12 NC 10 8686.607 12 ,..... .....:5.52: max .224 1 -.523 10 -.036 12 - 2.882e -3 12 NC 10 7617.88 12 max 1 -.532 -.034 12 - 3.112e -3 12 NC 10 46.5. 12 :362 max .226 -.54 10 -.032 12 - 3.342e -3 12 NC 10 5.:.8.008 6407.159 3470188:: 12 3787 3789 3791 16 17 3795 18 14 15 max .228 1 -.548 10 -.03 12 - 3.572e -3 12 NC 10 6124.616 12 max .229 1 -.555 14 -.028 12 - 3.802e -3 12 1021.215 14 max #..E3 > > = >.' »= .;64......".6 -3.. 1.. ......1..._.. -.56 14 -.026 12 - 4.032e -3 12 936.176 14 ;�j i;'1y" D54<' >'?<`5:« 558�3E<'�� <<'«'> .. � . 6022.737 6111.207 12 12 max .231 1 -.564 14 -.023 12 - 4.262e -3 12 866.311 14 6437.611 12 4:90742U max .233 1 -.569 14 -.02 12 - 4.492e -3 12 808.527 14 7121.489 12 .... .. . '1.4.3: ... 1# 3t..... ..�...1...........�03.......... °x ..... 033 ...... ..........�J.............'1.... max .234 1 -.573 14 -.016 12 - 4.722e -3 12 760.559 14 8463.442 12 max .235 -.576 14 -.011 12 - 4.952e -3 12 720.724 14 94agot NC 12 3797 19 max .236 -.579 14 -.006 14 - 5.182e -3 14 687.764 14 NC 14 3799 20 3801 M96A 1 max .237 1 -.581 14 0 3 - 5.274e -3 14 660.738 14 NC 3 max .342 1 -.746 10 -.063 12 - 3.28e -3 12 NC m NC 12 rtiil' :1: 44 4 .. :.. : :.,...:. ?�;.01:Je�8 5E9 3803 .... ............................... 2 .... max .343 1 -.755 10 -.059 12 - 3.146e -3 12 NC 10 NC 12 3805 3 3807 3809 3811 .343 NC max i .344 1 -.773 10 -.05 12 - 2.878e -3 12 NC 10 NC 12 max .345 1 -.782 10 -.046 12 - 2.744e -3 12 NC 10 NC 12 ....................... max .345 1 -.792 10 -.041 12 -2.61e-3 12 NC 10 NC 12 381. 3813 7 .rr�in< max .j: •i {iii :.... .. ........ W473•6... _ .. ..... .. : -::5 .346 1 -.802 10 -.037 12 -2.476e-3 12 NC 10 NC 12 3815 ...................... max InfiC .347 -.811 10 -.033 12 - 2.342e -3 12 NC 10 ({7� is i' /. :•:•:!�,�ii �(1 NC 12 3817 max .347 1 -.821 10 -.029 12 - 2.208e -3 12 NC 10 NC 12 RISA -3D Version 9.0.1 [Q:1...1...199- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 84 -.557 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Oym Envelope Member Section Deflections (Continued) Member Sec x in LC in 1 max .348 21?7< r <<. .349 -.841 i �.��:(;:�i is LC z in LC x Rotate r... LC n U Ratio LC n Uz Ratio LC - 2.074e -3 -1.941e-3 0550!:$: NC 1 max .349 -.852 10 -.018 1 max .35 -.859 14 -.015 a03> »6 .351 1 -.866 14 -.012 12 1 max .351 1 -.87/2y�{ -.009 -.877 17 max 18 max 19 max <222 €« .353 .354 .355 -.882 -.887 -.891 Mft - 1.539e -3 - 1.405e- -3 •2i6�9e4 NC NC 7983.626 +1:99;994: 7980.431 ..610*,1>7` 8296.771 445 082 . • 12 -1.271e-3 12 9071.842 :2;38:1 < 32 1.137e -3 x 1- - {9:;0::2. - 1.003e -3 12 NC - 8.692e -4 12 NC NC 3 m m MaX .215 .216 .218 .219 >'1 .221 -.894 -.451 14 8300.945 7001.239 14 6035.639 5300.175 4729.114 - 7.352e -412 NC 1144€ 4.078e -3 -.458 4.25e -3 NC QQ 3!j gga�yy a��j �y,�t ..::`1x7::: ':�'i V�V.ri.�`1�:�:: .. "t:t:jl� %;`:: >:::. -.466 4.422e -3 4 NC -.475 10 .117 4 4.594e-3 q yy/, j�y/;t{� 9 6 �:f:ij: ::�Si:r:9��L'.i�V:�:� -.484 4 4.766e-3 -.494 10 1111:20.015$0: 4 4.938e-3 -.504 10 ..... ........ 4 5.109e -3 4 NC........ 1 -.514 10 .094 4 5.281e-3 - NC 10 644e»2 NC .112 .106 NC NC NC max .222 max .224 ><> .226 -.523 5.453e -3 4 NC 14 fti:fl ;:3763,3..1.. 1720.601 .......................... 8.870; .227 max .229 .2AA3 max 1111.11115 max .232 ax .233 -.532 14 .082 1 -.54 14 .075 ::8 5.797e-3 1 -.549 .069 82e4V 6.011e-3 495e4 9184.977 731:7 >1 4 8016.098 6230182 7.}�.M272.752 14 :2975:885: 1421.764 :243::147: 1192.328 .. ............... g....9..5 #; 1028.813 903.16 1639 :709' 804.463 6846.187 immgm mmilm lid i QQj` 6693.791 MEM 6.681e-3 [[ J_ 6829.783 725.584 661.677 EMI RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations\Chiller Platform 1 -2 snow.r3d] Page 85 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: -114, Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] LC n) Uz Ratio x Rotate [r... LC (n) Uy Ratio o LC 3871 16 max .237 -.578 14 .038 1 6.904e -3 1 7348.379 3873 :rt1it: 1 14 566.192 1zj 1 17 max .238 1 -.584 14 .029 1 7.127e -3 1 8522.642 14 530.416 1 3875 18 max .24 1 -.589 14 .02 1 7.35e -3 1 NC 14 500.715 1 :fTh : 3877 19 max .241 1 -.593 14 .01 1 7.573e -3 1 NC 14 476.109 1 3078 .... 43 3879 20 max .243 1 -.596 14 0 2 7.796e -3 1 NC 14 442.298 2 min€: 14 Envelope Member Section Forces Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC -y Momen... LC z -z Momen.. LC M1 Max 11114'#:: 1 13.387 1 .026 -.006 10 -.008 0 `€ 3 ai: 12 .041 3 2 max 0 1 13.274 1 .026 -.006 10 -.007 1) << -:.::. 12 -2.251 14 5. 5 3 max 0 1 13.161 1 .026 5 -.006 10 -.006 12 -4.501 14 IOW ........................ ............:.:................ 7 4 max 0 1 13.049 1 .026 5 -.006 10 -.004 12 -6.743 14 .:::.........:::::::.......... ...: :.........:.::::::. 9 5 max 12.936 .026 -.006 10 -.003 12 -8.976 14 11 6 max 0 1 12.823 1 .026 5 -.006 10 -.002 12 -11.2 14 AVIV al NZ 13 7 max 0 1 12.71 1 .026 5 -.006 10 0 12 - 13.416 14 15 8 max 0 1 12.598 1 .026 5 -.006 10 .006 5 - 15.623 14 :12 17 max 0 12.485 .026 5 -.006 10 .014 - 17.822 14 19 10 max O 1 12.372 1 .026 5 -.006 10 .022 5 - 20.012 14 21 11 max O 1 12.259 1 .026 5 -.006 10 .03 5 - 22.194 14 Attitti °P >01D;: €;::: 40:458....... 23 12 max 0 1 12.147 1 .026 5 -.006 10 .038 - 24.367 14 :Mkt 25 13 max 0 1 12.034 1 .026 5 -.006 10 .047 5 - 26.531 14 ................ ............................... >` <: >`:3: °:?':re 27 14 max 0 1 10.497 1 .026 5 -.006 10 .055 5 - 28.687 14 :in 29 15 max 0 1 10.385 1 .026 5 -.006 10 .063 5 - 30.835 14 31 16 max O 1 10.272 1 .026 5 -.006 10 .071 5 - 32.974 14 • ...... • 1:: 33 17 max 0 10.159 1 .026 5 -.006 10 .079 5 - 35.104 14 35 18 In it; max 10.046 .026 -.006 10 .087 - 37.226 14 :::........:::::.... . 37 19 max :;f'311t3> 9.934 .026 ....::::::i::.':i::1 -:iii :i ?:i::��f'�TMM!iv:•: �1•Y:!:!i!i!::1��!I.4 -.006 10 .095 - 39.339 14 RISA -3D Version 9.0.1 [Q :\...\...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 86 • • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] 39 20 max 0 1 9.821 1 .026 0 :. 41 M2 1 max 0 1 5.737 1 .019 • 43 2 max 0 1 5.587 1 .019 LC Torque[k -ftL LC Y-y Momen... 5 -.006 101 .104 2........., 022....... 3..........01........ . 12 0 10 .027 12 0 10 .017 LC z -z Momen... LC 5 - 41.412 10 14 -36.57 14 14 - 38.051 14 :elf:::- > :..: >:.:. 45 3 max 0 1 5.436 1 .019 12 47 4 max . ............................... 49 5 max 0 1 51 6 max 0 1 5.286 1 5.136 1 2.74#2; <:10 4.985 1 53 7 max 0 1 ...,02:..:.' .019 12 . ............................... .019 12 `s „1023: 1 .019 12 .019 12 _023 > :1:3 .019 12y� :`3 .019 12 .019 12 003.........x-::: 0 10 -.002 14 - 40.966 14 O 10 -.012 14 - 42.401 14 0 10 -.015 10 - 43.597 10 0 10 -.009 O 10 0 0 10 .007 ..:�iO3....... 3 ........� #53.::: 0 10 .015 rain: 55 8 max 0 1 57 9 max 0 1 59 10 max 0 1 4.835 4.685 1 4.535 1 4.384 1 12 12 - 44.712 10 - 45.811 10 12 x'.....41,..65......1. - 46.896 10 61 11 max 1 ......:803.. 4.234 1 .019 12 10 .023 12 12. - 47.966 10 -49.02 10 63 12 max 0 4.084 1 .019 12 0 10 .03 12 65 13 max 0 1 67 14 max 0 1 69 15 max ........................ 71 16 max 0 ............. 1 3.944 3 .019 12 0 10 .038 r:��.'t�:::[:ii:-:i %1'�........ 2•-67 i:>:i -:�:�:.:::: .::.i��� ::.:.4.: fi :...::::.::..4i.+Fii... .: 3.816 3 .019 12 0 10 .046 3.689 3 .019 12 0 10 .054 iii i:: - "-:>': ::::::;::::':;: ':r.:;:::::;;; :' :: •;:::::::::;:::,: •::.:::. ::: :' : :', :'3: iii :. "= ;::`- -:rr -' 3`: �`::; -::;> ;.:: 3.561 3 .019 12 0 10 .062 12 12 - 50.059 10 :x.87.44$......... . - 51.083 10 - 52.091 10 12 12 - 53.084 10 - 54.063 10 73 17 max 1 3.433 3 .019 12 0 10 .069 12 - 55.026 10 1 ` :�i{7.''�:.:::,04i� :> i %��Sr i:i•: n.:,.1.��:,> >�(ir•.: % 1r#�.R�.fi+�!1J� i ?::hf %E 3.305 3 .019 12 0 10 .077 12 - 55.973 10 23 ..... � .................... ..................t1.4�........ � 3.......96,�2fi::;. >'<1< :: 3.177 3 .019 12 0 10 .085 12 - 56.906 10 75 18 max 0 1 77 19 max 0 1 :: 79 20 max 0 1 3.05 3 .019 12 0 10 .093 12 - 57.823 10 81 M3 1 max .134 14 .13 12 .008 7 .537 13 - 61.507 10 4 , 83 2 max 0 1 .125 14 .13 12 .008 .513 13 - 61.489 10 85 3 max 0 1 .116 14 .13 87 4 max 0 1 12 .008 12 .008 > 06 >0 ... ...... ............................... 12 .008 7 .107 14 .13 89 5 max 0 1 .098 14 .13 91 6 max 0 .088 14 .13 12 .008 7 .44 .416 -61.47 10 -61.45 10 ... ....................... - 61.429 10 - 61.407 10 RISA -3D Version 9.0.1 [Q;\...\...\99-136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dj Page 87 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 064 Envelope Member Section Forces (Continued) Member Sec Axial k LC Shea k LC z Shea k LC Tor.ue k -ft LC - Momen... LC z -z Momen... LC � iiii: ."�•��_. �`��li,: {(.�,/n� gy�pp{{{{.. ..i::1�YYiii':_ .... ..................... :::: ,:. ': is 'v:: • 0 .079 .13 .008 .391 max 0 .07 .13 .008 .367 13 -61.36 10 s 97 0m 0 0 .061 14 .13 12 .008 .343 13 - 61.335 10 `9:5:9: . 9 1 s 0 .052 14 .13 12 .008 .318 13 10 ss s ..:::... ..... s 0 .043 14 .13 12 .008 .294 13 - 61.282 10 ::: : :::::::::::::: :::::::::::: :::::::::.fl:::::::::: :::::::.410::. :.. ::.::.:::.,231:. :::::::::::1:.3)06::::::::::::::1::::::::::149::%::.! ....'M Q..,44... s 0 .034 14 .13 12 . 7 .27 13 - 61.255 10 .....246 13 -61.226 10 .�,y/.y ,;( h.� 0630M 107 1 max 0.......... .016..... .13 12 .008 .221 s s s :`::�48a<< >: `::<:- 23'1<:<:: ::: ��1€1.:;.;:.:<;.:;,i..;.:: -: :::- M0: >324::: s• 15 max s 1 .007 14 .13 .008 7 .197 - 61.166 10 140:::::::::!::::::in:::::::MM:1::::M: s ::: 6 :>< . :::: >:; '' ..: :: :> : - 1:05 277: ...::.:825:..... .....:.,231...... : :< : :<::::�€f01�<::««::1:1i:> : �::::- Q>3?�:: : : ::<:::: -.002 14 .13 12 .008 7 .173 13 - 61.134 10 ....- ... ..557::<::<: ,231<;.;:;;. i:::OO�i`<:`10' <:::._f�5<>< 113 1 max s -.011 14 3 12 .008 7 .148 13 - 61.102 s - I# 12M ® 1 max s -.02 14 .13 12 .008 7 .124 14 - 61.069 10 9 9i5 i g III 14 - 61.034 s ........... 119 2 s i s 13 .008 .077 • s • • • 10 2 �.{ ee 1:044986:: Y % % ;,/ 9 M4 max s .025 -.001 .042 s 125 max -2.571 14 .025 -.001 .027 14 - 56.398 s - - e - -2.607 14 .025 -.001 012 55.292 10 9 9 _jSS .. - ,Q31�:� �: ....-:i�Mi:ii:: -i:= .. :: +.•f�1.f:S- :t::i��:: -2.643 14. .025 -.001 -.003 10 s �+j 99 ///��� 6 : • y }� Y B max 0 1 -2.679 14 .025 -.001 -.005 12 -53.033 10 �max 0 1 -2.716 14 .025 8 -.001 .006 12 - 51.881 10 =:004 =<'> s - -O " ` max 0 1 -2.752 14 .025 8 -.001 .016 12 - 50.714 10 ..:.;..;.;.;. s 14 .025 8 -.001 .026 12 - 49.532 10 :04.0657 87 9� »` 14 .025 8 -.001 .037 12 - 48.334 w-1111TO AT 'ISSN :: 14 .025 8 -.001 .047 12 - 47.121 10 s , a .: :::, :::::::: 0 131 133 0 9 max 0 s max 1 max 0 1 - -.001 .057 12 -45.893 1 max -.001 .068 12 -44.65 10 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42\Calculations \Chiller Platform 1 -2 snow.r3d] Page 88 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC -y Momen.. LC z -z Momen... LC 145 13 max 0 1 -2.968 14 .025 8 -.001 7 078 12 - 43.391 10 > 147 14 max 0 1 -3.005 14 .025 8 -.001 7 .088 12 - 42.118 10 43<-:_::=::<#:::>»:::::-; 034�::::>::>.: ::'€:3:::::: >::Qt?4::::::: >: >:; fl.. ......._'i .............3...... :.5.453; >:_ >:1<�:: 149 15 max 0 1 -3.041 14 .025 8 -.001 7 .099 12 - 40.829 10 -3.077 14 .025 8 -.001 7 .109 12 - 39.525 10 153 17 max 0 1 -3.113 14 .025 8 -.001 7 .119 12 - 38.205 10 ....................................................................................................................................................................................................................................... ............................... .. 154 ............:..:............................. r. �i�... ........t�............- '�...... - -� �:4..... _.1........... 038;::.;::.; �: �:..:> ::::,.QO�::::::::�.Q:..:::::::, 24}3::: : :::.'�.: ::: :68.54::: is :1:::: 155 18 max 0 1 -3.149 14 .025 8 -.001 7 .129 12 - 36.871 10 456, ::Yi::;3. %2i 43i: �::::.:i.:.�f'::::::Si:i:.1M::: :iii:::: ��.�:::::�:' :i�:M: -: :::: V�i:�:�:.•i7.:::; ;� � %;:: 157 19 max 0 1 -3.185 14 .025 8 -.001 7 .14 12 - 35.521 10 :.:. :.1. ::.:::::::( � ::::::::::::: �.:.::::::: 5.:4: >:: >: >:: >:1.:::::::::::.1� ::::::..:: 1. 3:..:::::::.£ 1i�4::: :::.::1.t�:.:.:::::.234::::`::: 1:> <::G3524: >:::`1 »: 159 20 max 0 161 M5 max .03 13 . s a 163 max .03 13 0 8 165 3 max .03 13 a s .03 171 ........................... ..::�:(�:� �: :iii .:: ...........................:: • .03 173 max .03 14 .025 0 -.001 0 .15 12 - 34.156 0 =2 .05 .023 .38 13 -37.654 q D .05 .023 .352 13 - 35.749 ... !?:3i41 ::: ?::: .. = ii1J#7�1i':1 ...:.a. /0 a::''f2 42 :: .: ::47YV.V.::L::i:i .05 12 .023 .324 13 - 33.836 '» f3 < < `> 8i.::.:4:.2 ..:::60.863.:.: 10 .05 12 .023 .296 13 - 31.915 :153";;:1 i.. ' <«1 }60 «4Q:�'<�<� > >< .._.�66<: 's.59; >:; 10 .05 12 .023 .268 13 - 29.984 8 .'::: :!: } X12 .•:•:<:;:::-- .Y..ilf18':i: 10 .05 12 .023 .24 13 - 28.045 :::::038W ; :<::_ i %35Ei3ti4l5Fa ::. .1.34: :::::::�2 ::: :S0s$.:: 10 .05 .023 .211 13 - 26.098 .; <' » €:;:: >: >; ''''47:41V :._t18s ''r ;::;00'7 : : :. ;: > ` e .....:: � f:1.4#::: " ` max .03 -24.142 70::h , .127 • .099 .07 10 10 10 193 195 1 max .03 -6.451 1 max .03 13 -6.478 10 .05 12 .023 197 19 max .03 13 -6.505 10 .05 12 .023 i© .041 .057 10 10 10 12 -8.186 10 4 8.- €> `€ -6.153 10 >' -'11< ` 12 -4.112 ' mgre.nirgli 12 -2.062 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 89 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: (n/if Envelope Member Section Forces (Continued) a 199 Member Sec Axial k LC Shea k + max .03 13 -6.533 10 M6 max .003 13 10.336 L z Shea k LC Tor. ue k -ft LC - Momen.. LC z -z Momen... LC • 10.209 + .003 13 10.083 6 + .003 13 9.957 + • 5 max .003 13 9.83 ...................:........ .003 .003 215 8 max .003 .................. • max .003 219 1 max .023 0 10 m .................. 4 10 14 max 1 m 225 1 max 227 1 229 1 max 231 1 max max .003 .003 ... . oaa.> :::::::.............. .0/y)03� .003 .003 .003 .003 9.704 0 0 10 9.325 271;' :< :: 9.199 9.073 8.946 8.82 7.894 -.001 .002 .018 ....................... .034 .05 .066 10 .082 . 00 .098 .114 .............. . .13 .147 5 8 >`Qti3' «' °53' = = '.<<1D5' <_ :::'i<'Iv'> `r818<` 1 max .003 7.515 .051 + + .163 - 31.269 '.................................................................................::::::::::::::::::. iiiiiiiii - .::g003::..:: ...:::: >5 €r<' iiili < : :;00.5 1; : ><::::k (i"I7 ::...:<:: ...:4t.306<; 235 18 max .003 13 7.388 1 .051 + 10 .179 - 32.941 ::::.:.:.fx.:3 <> M... 8..... :;; -".fl .5;'; >;s >:<:; >:<:;(i18;; 't8;4359 : 237 1 max .003 13 7.262 + 0 10 .195 -34.604 ;:238::: €i#ri =`` 0: :< 52< :<? +® 239 241 M7 5.901 MOWN W>'::% 5.733 5.564 max MB 5.228 1 + 0 10 .211 - 36.257 ++ + .003 10 -.045 12 - 34.698 :1::::'1:1:g0076:::::::::::.4.4:1: »:£10 1:> > : >'7 - 08=` <' -5315 + .003 10 -.039 12 - 38.252 ::::::::::::::i0 0.M:::::: . . ::.:. 002:::,::.:: :7`. ::..:: :: : :: -t#%4:. :: ::.: >: 45:x99: + .003 10 -.033 12 - 37.789 + h �y :::: >? 4i`Et':z: �= 5T + .003 10 -.027 - 39.309 =Nom + -.022 12 - 40.812 ++ ..., >- 2MEL; 625 :: ;:'I : :: .014 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 90 • • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ftl_ LC y -y Momen... LC z -z Momen... LC 251 6 max 0 1 5.059 1 .014 4 .003 10 -.016 12 - 42.298 14 253 7 max O 1 4.891 1 .014 4 .003 10 -.01 12 - 43.766 14 255 8 max 0 1 4.722 1 .014 4 .003 10 -.004 12 - 45.218 14 pal 257 >25 max 4.554 .014 .003 10 .001 12 :1102 €: - 4.6.653 14 ""'7,01:491: .1 259 10 max 0 1 4.386 1 .014 4 .003 10 .007 12 - 48.071 14 261 11 max 0 1 4.22 5 .014 4 .003 10 .013 12 - 49.471 14 ..................... 263 12 max 0 1 4.077 5 .014 4 .003 10 .019 12 - 50.855 14 :::264': <'' '< ......... 265 13 Mitt max 0 1 3.934 5 .014 4 .003 10 .024 12 '7�. -:. �r >192 - 52.222 14 :082::: 267 14 max 0 1 3.791 .014 4 .003 10 .03 12 - 53.571 14 ill::; 269 15 max 0 3.648 5 .014 4 .003 10 .036 12 - 54.628 12 271 16 max 0 1 3.504 5 .014 4 .003 10 .041 12 - 55.632 12 ,,min 273 17 max 3.361 .014 .003 10 .047 12 - 56.619 12 :8 .......... >1 275 18 :2::7C max 3.218 f�irl< 2: .014 .003 10 .053 12 Ear T1021:171:::::::::: - 57.589 12 277 19 max 0 1 3.075 5 .014 4 .003 10 .059 12 - 58.542 12 MAME Mg: iYM6: �� • �. }} .. y,y{� ............... • {i iii :::;: 279 20 max O 1 2.943 14 .014 4 .003 10 .064 12 - 59.477 12 281 M8 1 max MOOT 0 .672 .135 .004 11 .261 13 - 59.236 14 283 2 max I'ttit� 0 .636 .135 8 .004 11 .258 13 - 59.298 14 285 3 max 0 1 .6 5 .135 8 .004 11 .255 13 - 59.359 14 287 4 max 0 1 .565 5 .135 8 .004 11 .253 13 - 59.419 14 289 5 max 0 1 .554 14 .135 8 .004 11 .25 13 - 59.478 14 291 293 7 max max .544 14 .135 .004 11 .247 13 ::::.::: : : ..:......:.:.....:. .. - 59.536 14 0 1 .534 14 .135 8 .004 11 .245 13 - 59.592 14 295 8 max 0 1 .524 14 .135 8 .004 11 .242 13 - 59.648 14 .8? 477:: > :: 297 9 max 0 1 .514 14 .135 8 .004 11 .239 13 - 59.703 14 299 10 max 0 1 .504 14 .135 .004 11 .236 13 - 59.756 14 '' is 301 11 max 0 1 .494 14 .135 8 .004 11 .234 13 - 59.809 14 Mitt ;�i,{ :::..Y..Y.M.v ' : : :::: ::: :::::: :: }:; i %: %!(4:: �:i i:ii!i:jj!:: !<i %!:: %:::il'!:::ii:i:'v; ; :::v� +!% i::• %.': {2.1!�:L:!i:i ......... .......... .��:;!'v :�:: ::•:: % %� i:: .i!!i! iii: � �::1!.::::i :i:iii•�I:Y..Y.... 303 12 max 0 1 .484 14 .135 8 .004 11 .233 5 -59.86 14 RISA -30 Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42\Calculations \Chiller Platform 1 -2 snow.r3d] Page 91 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Ardal[kj LC x Shear[ki LC z Shear[kJ LC Torque[k -ftt LC y -y Momen... LC z -z Momen... LC 305 13 max 0 1 .473 14 .135 8 ,004 11 .234 5 - 59.911 14 307 14 max 0 1 .463 14 .135 8 .004 11 .236 5 -59.96 14 309 15 max 0 1 ,453 14 .135 .004 11 .237 5 - 60.008 14 ...................... 1 max .135 8 ;> -.026 3 .004 11 .238 ............. ............................... - 60.055 14 _8 -884 ' 313 17 max 0 1 .433 14 .135 8 .004 11 .239 5 - 60.101 14 :; i 0;25:: ::< > :: :: 315 18 max 0 1 .423 14 .135 8 .004 11 .241 5 - 60.146 14 317 19 max .413 14 .135 • .004 11 .242 5 -60.19 14 319 20 max 0 .403 14 .135 .004 11 .243 5 - 60.233 14 321 M9 1 max 0 1 -2.412 14 .026 4 0 7 -.037 10 - 57.445 14 ................. rrtri:: ....:0.......... .. »3:22.... ..........11?4 .......4 ..... -: tio3: >€: >:11> z'<:<09. :: 323 2 max 0 1 -2.452 14 .026 4 0 7 -.034 10 - 56.421 14 ALL: 325 3 max 0 1 -2.492 14 .026 4 0 7 -.032 10 -55.38 14 327 max 0 1 -2.533 14 .026 4 0 7 -.027 12 - 54.322 14 329 5 max 0 1 -2.573 14 .026 4 0 7 -.018 12 - 53.247 14 3 68 € ' 4' .....,00 L331 6 max 0 1 -2.614 14 .026 4 0 7 -.009 12 - 52.155 14 333 7 max 0 1 -2.654 14 .026 4 0 7 0 12 - 51.046 14 . ...:..... ... 335 rnin �€ -i ?4 . gOR 8 max 1 -2.695 14 .026 .01 12 -49.92 14 VII 337 max 1 -2.735 14 .026 4 2 12 - 48.777 14 9::::::: : >i4:: ><::::_; 444 :::::: :::':: >:4:::.:i:::::::r; ...... ............75,1.13......1.... 339 10 max 0 1 -2.775 14 .026 4 0 .029 12 - 47.617 14 ......................... 341 11 max 0 1 -2.816 14 .026 0 7 .039 8 -46.44 14 343 12 max 0 1 -2.856 14 .026 4 .049 8 - 45.246 14 345 13 max 0 1 -2.897 14 .026 4 0 7 .059 8 - 44.035 14 347 14 max 0 1 -2.937 14 .026 4 0 .069 - 42.807 14 349 15 max 0 1 -2.978 14 .026 4 0 7 .08 8 - 41.561 14 351 16 max 0 1 -3.018 14 .026 4 0 7 .09 8 - 40.299 14 17 max 0 1 -3.058 14 .026 4 0 7 .1 8 -39.02 14 ,s. 355 18 max -3.099 14 .026 .11 YON - 37.724 14 RISA -3D Version 9.0.1 [Q : \... \...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 92 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: wym, Envelope Member Section Forces (Continued) Member Sec 357.......... 19 ASE 359 0 361 M10 2 Axial[k] LC y Shear[k] LC max 0 1 -3.139 14 max 0 1 -3.18 14 max .019 12 z Shear[k] .026 .026 LC Torque[k -ft 0..... -..... t1031<1 >` LC 7 14 .042 -y Momen.. LC z -z Momen.. LC .121 {{8 - 3!�6.4�{1� 14 !'r53 11:1! .131 8 - 34.951 12 t7 : ':13 "<- 13 - 32.941 14 .013 3 .174 363 2 max .019 12 -5.231 14 .042 :364 366: -5.292 max max -5.352 .042 .042 .042 .042 .042 .042 .042 ........................ .042 .013 3 .161 .013 .013 .013 13 - 31.294 14 - 27.971 .106 1« .093 .079 .. .......... .066 .052 13 - 21.209 1880,: 381 383 385 387 ........... 389 391 ADZ: 393 1394, 395 1891E3 397 .11 max 12 max 13 max <rrrir3 ............................... max max max max : min max max max -5.504 -5.534 -5.565 .013 .013 .013 - 16.038 .019 31 .019 12 12 13E - - -..� :8111; 0 1::13:. 13 401 403 :4#04 405 ..401 407 -5.656 -5.686 :><9 32 <> -5.716 -5.747 11104101:: -5.777 961 9.867 9.761 .042 .042 .042 .026 x03 .039 -7.228 14 -5.437 14 -3.637 14 ..... 79`1> >' >1 -1.827 14 .006 10 .027 .027 `12 5 .003 9.445 .027 .013 .013 .013 .013....... -3.906 -5.834 1........, 5.......3..... ..247 12 -7.754 13 .013 2 14 RISA -3D Version 9.0.1 [Q: \...\...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 93 M12 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Ai* Envelope Member Section Forces (Continued) Member Sec Axiallkl LC y Shear[kj LC z Shear[k1 LC Torquejk -ft] LC y -y Momen... LC z -z Momen.. LC 8...14::<., 6067.:.:.: :1.- 4.. :.::.:::.:,0'1,..::.::<; 1:x...::::..:0......::: ::.1.i.. f 411 max .003 12 9.34 .027 13 .013 .002 12 -9.666 14 413 max .003 12 9.234 .027 13 .013 14 - 11.569 14 ax .003 9.129 .027 .013 .009 13 - 13.465 14 max .003 9.023 .027 13 .013 .017 - 15.353 14 1 i max .003 .003 1 8.918 8.812 11 1 1 1 1 1 1 1 441 443 .027 .027 '» 3 .027 13 .013 .013 .025 13 - 17.233 14 .013 .034 13 - 19.105 14 .042 13 - 20.968 14 .027 .013 .051 13 - 22.824 14 .027 .013 .059 13 - 24.672 14 .027 13 .013 O .068 13 - 26.511 14 3= -1 9.$48 >'< ........ .027 .013 .076 13 - 28.343 14 .027 .027 .013 .013 .085 .093 13 - 30.167 13 - 31.982 14 14 .027 .027 013 .013 .022 .022 .004 .004. ,... . .102 13 - 33.79 14 10 13 .049 :1 .044 -35.59 - 33.698 14 14 12 - 35.311 14 5.528 s max 5.387 13 .004 m .039 - 36.91 14 13 .004 10 .034 12 - 38.495 m 449 ax 5.246 1 022 13 .004 10 .029 12 - 40.065 14 ............... �..:::.. ::].�.� �� BCE:1�:6�1.9�::.::::::. -22 13 .004 10 .024 12 - 41.621 14 451 max 453 max 455 max 5.106 4.965 1 4.824 1 .022 13 .004 10 6 .022 13 .019 12 - 43.163 14 457 max 4.684 459 1 max 4.543 .022 13 .004 10 .013 12 -44.69 14 .004 10 .008 12 - 46.203 14 12 > - 012 ' - >s 1Z : ' 0 >T ><:; < >` <«> /. 22 13 .004 10 .003 12 - 47.702 14 '> . ... is : >:1:2 <: :iiii :j::. -.0 }J��:i i i :: :': y {•r_��. �µ 461 1 max 4.403 .022 13 .004 10 -.002 12 - 49.187 14 RISA -3D Version 9.0.1 [Q:\...\... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 94 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) 463 Member Sec 465 467 469 471 1 Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC -y Momen.. LC z -z Momen.. LC 1 1 1 max max 4.262 4.122 .022 22 13 .004 10 13 .004 10 13 .004 10 .. > ;: << 2 #f... 13 .004 10 max 1 max 473 475 1 max max 18 max 4.003 3.883 3.764 3.644 571 7 3.524 22 .022 .022 13 .022 .022 .004 10 .004 10 13 .004 10 .��0e(( j31 14 - 50.658 14 14 - 52.114 14 .019 14 - 53.556 14 .028 13 - 54.984 14 .037 13 - 56.315 12 .046 13 - 57.407 12 .055 13 - 58.485 12 477 478 :€ 479 48 481 483 484 :: 485 .004 .004 - 60.598 max .107 .107 .107 - 59.912 'si3< 489 491 4i : max max • max 0 0 .499 2 .491 .482 14 14 .107 .107 .107 497 40#3< 499 fJO. 501 1 503 '504 505 507 509 <0 :. max max >rilii> max min max max 15 16 17 max max 0 max 0 .457 .... iiERWISCIE .449 .44 ...... .. . .432.... .107.:.. .107 14 .107 14 .107 14 .107 14 €rf: max 0 0 .423 .415 .406 -.005 12 .x:005 >4:: -.005 12 -.005 12 - 59.965 -.005 . -.005 -.005 -.005 -.005 -.005 -.005 -.005 -.005 .074 .039 .027 .016 1' " > > :? .004 - 60.357 39 >: »: .389 .017 .028 .039 .051 - 60.531 - 60.573 515 1 max 0 1 .381 14 .107 14 -.005 12 .062 14 - 60.613 14 RISA -3D Version 9.0.1 [Q: \...\...\99- 136045000 - SDC 42\Calculations \Chiller Platform 1 -2 snow.r3d] Page 95 • Company Designer Job Number : Engineers Northwest Inc., PS DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: term Envelope Member Section Forces (Continued) 517 Member S Axial(kt LC y Shear[k LC '1...€ ......446... z Shear[k] LC Torque[k -ft 14 -.005 12 .073 14 - 60.653 14 ..: 73..:::::.. max .372 14 .107 LC Momen... LC z -z Momen.. LC 519 521 20 max .364 14 .107 14 -.005 12 .084 14 - 60.691 14 86 M14 ax 523 max -2.734 14 .012 14 .002 - > 1<' - 2.768 14 .012 14 .002 .061 - 58.788 14 .052 -57.63 14 525 max - 2.802 14 .012 14 .002 .043 - 56.457 14 527 ax 28 -2.836 14 .012 14 .002 ................: ::: :: - �. ::::: �4 07.:::::.::4.- ... -� - -- 021......- ..�,....... ...001:.:. - ....10...........02 .:......�4.....�. - 54.069 .034 -55.27 14 max 1 •0 max 1 1] .012 1 0 .012 14. .012 max 1 .012 : :A. 1' ax 1 -3.005 14 s • = 01<< 10 max 1 1 ax 1 1 .012 12 max 1 -3.107 14 r#' 1 max 1 .012 14 .012 14 14 1 14 1 14 m 1 .012 14 14 14 -3.175 -3.208 14 14 .012 ................ 14 .012 ........... •y, . � ........ . .012 14 .002 .026 .017 .008 0 ....................... .004 .009 ................... .014 .018 .023 ........................ 14 :::::.... .......:..... .002 .028 .............}}}} . ���y. , , , .yyy..... .... . .033 14 - 52.853 '7 a02> - 51.623 `7007': 11 - 50.379 14 - 49.121 14 14 - 47.849 14 i - 46.562 :45.81-074 iD - 45.261 14 14 - 43.946 14 14 - 42.575 14 - 41.022 10 X5912 1 m -3.242 14 .012 14 .002 .038 39.454 ................ 10 1 ax .012 1 ax 14 .002 14 .002 .043 14 ism 14 .002 m -3.378 14 .012 14 37.872 10 - 36.276 -34.666 10 10 M15 567 .002 -5.1 .016 -.002 .133 -32.07 .021 5'.1.:: ::<::<:::::,: - - -- :.6~866.... ....:..,032..... .. -. :...0:18...... .....:. ...... ..:.4'� 2. . m KO FACE ::.;o:irg MilMEEIMMINER ax .021 4 -5.15 14 .016 14 -.002 11 .112 8 - 28.833 14 -5.176 14 .016 14 -.002 11 .102 .057 - 33.041 .021 -5.125 .016 .122 8 - 30.455 1 0 max .021 ,..7....8 - 27.202 14 -40633 :>1`: RISA -3D Version 9.0.1 [Q:\... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 96 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ftl LC y -y Momen... LC z -z Momen... LC 569 5 max .021 4 - 5.201 14 .016 14 -.002 11 .092 8 - 25.564 14 :i:Y ::.:........... .: ;:<::.:::: <� '� :.7 < >?<' 4 .. 38,:3 :7:283::: >;:: � <1: »:: < >.> ....:..032 ><;« :. ::.:.........< � 571 6 max .021 4 -5.226 14 .016 14 -.002 11 .082 8 - 23.917 14 573 14: I ..:::.0. .5..: 7 max .021 4 - 5.252 14 .016 14 -.002 11 .072 8 - 22.263 14 575 8 max �' ;35::'1:;'.: %�;:o .;; <:..... .021 4 -5.277 14 .016 14 -.002 11 .061 8 -20.6 14 1» 577 9 max .021 4 -5.303 14 .016 14 -.002 11 .051 8 -18.93 14 ............................ 579 10 max .021 4 -5.328 14 .016 14 -.002 11 .041 8 - 17.251 14 .... i ;.'•;i::� :� 111:1;11 7 815........1.......:.:..1.. . 581 11 max .021 4 -5.353 14 .016 14 -.002 11 .031 8 - 15.565 14 sir 583 12 max MAymw .021 - 5.379 14 .016 14 -.002 11 .021 8 -13.87 14 585 ritir 13 max .021 4 587 14 max .021 4 - 5.404 14 .016 14 -.002 11 .011 8 - 12.168 14 -5.43 14 .016 14 -.002 11 0 12 - 10.457 14 X081......... 3. 5 k< 589 15 max .021 4 -5.455 14 .016 14 -.002 11 .004 14 -8.739 14 • 591 16 max .021 -5.48 14 .016 14 -.002 11 .009 14 -7.012 14 .6.44 >�_� . ........................... 593 595 6 597 599 17 max 18 max .021 4 .021 4 19 max 20 max u'nnin:< 601 M16 603 605 607 609 611 613 615 max 2 max .021 .021 4 4 .01 4 .01 4 -5.506 14 .016 14 -.002 11 .014 14 -5.277 14 : .8;:583:.::.::::.::1.:;;:;<;r.: :.,032..--- ..::5.::..::.;;;:.: Q Mi:0302iit MN: -5.531 14 .016 14 -.002 11 .019 14 -3.535 14 -5.557 14 .016 14 -.002 11 .024 14 -1.784 14 -5.582 14 .016 14 -.002 11 1 .028 11.889 1 .022 .03 14 -.011 11 .005 14 .022 .028 4 .022 2 .004 14 -2.295 14 3 max 4 max .01 4 .01 4 11.799 1 11.709 1 .....« ..:.4..........753........... . E . .028 4 .022 2 .003 14 -4.594 14 .028 4 .022 2 .002 14 -6.886 14 5 max .01 4 11.619 1 .028 4 .022 2 .001 14 -9.172 14 6 max 7 max 8 max .01 4 11.529 1 .028 4 .022 2 0 14 - 11.451 14 :?rigid: 617 9 max 619 621 10 max 11 max .01 .01 4 4 .01 4 .01 4 .01 4 11.439 1 .028 4 .022 2 0 11 - 13.723 14 :i�i7 %�:iS.RF.':' i::: i�:4•' �::.:. tI�.T. -i.: .::.::: S•�:.::::::: Y #�YF "ii::: �::i�'�•:: : ...::.. � �Y..` �•:�::.' :.� '.!.�ie�.:::. p�I'�.��:�.::i :::: 11.349 1 .028 4 .022 2 '.: ". _ 14 03 11.259 11.169 .028 1 .028 .008 .......::.{30:3 .022 .022 2 8 - 15.988 14 .017 .026 • 11.079 .028 4 .022 .034 - 18.246 14 - 20.497 14 € : >_ <: 4 - 22.742 14 RISA -3D Version 9.0.1 [Q : \...\...\99- 136045000 - SDC 421Calculations\Chiller Platform 1 -2 snow.r3d] Page 97 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial k LC Shea k LC z Shea k LC Tor. ue k -ft LC 12 max .01 10.989 .028 • 13 max .01 10.899 .028 +�!'If {y iti 627 14 max .01 9.675 .028 s ;��'���,;�� -:003::;;» ��s ............................... .......... 629 15 max .01 9.585 .028 saA 16 max .01 9.495 jjKK== .028 .022 2 /,.y,�{�aaa��.,,, e� 'i ... 17 max .01 9.405 .028 .......... . Momen... LC z -z Momen.. LC 043 -24.98 1 max 01 .01 639 20 max .01 M17 0 4.8.74 643 max 0 4.754 .022 MACH .022 ... •,a {�y6,�yyy53 655 .078 .086 ii:r110119! .095 .104 - 27.211 43..334.:.; - 29.435 B t2. - 31.652 <.' ` - 33.863 - 36.066 68 ..55.f18v n - 38.263 14 - 40.453 6 .022 .113 - 42.636 :::....:...::«.;:.; 01 .004 10 .008 14 - 40.963 -. .004 10 .007 14 - 42.428 66.44.... .004 10 .007 -43.882 ................. .004 10 .006 14 - 45.323 .004 10 .006 -46.752 .004 10 .005 14 -48.17 '.'4 *047N: 4:0.47 max 0 4.634 .............. max :'•'.1' 0 4.514 max v7: 0 1 4.394 max 0 1 4.274 ax 0 4.034 657 max 0 3.914 aa@ 8 0 ::.m max 0 3.674 663 1 665 1 667 1 All ;871%. i� f .'... ��' -., � � �':'::: ... .. .. w:: is is :::.:: <•iii: 671 16 max . <'C 673 17 max .013 .013 .004 10 .005 14 - 49.575 14 1'� 9 .013 .004 10 .004 14 .013 .004 10 .003 14 .013 .013 .013 .013 .013 .004 .004 .004 .004 .004 - 50.967 -7;::.<. 7,��45... - 52.348 ...... . 8 1.8.:.: - 53.717 - 55.073 • - 56.417 ::::g03435 -57.75 :85.406 €» - 58.948 - 60.061 •• is i:::.. y(( ,(, 9 { �.... v.. ..�4.. v:: i:: i:: �:i ::iiiiii'i.ii:.I.i::i: h: ::i:� -.... •Jj�y '.: ;i•. . 1 3.142 5 .013 4 .004 10 .005 4 - 61.162 11 _ ...............:::. 0471;>:: >: ` >1 <2.` '-- ti4 > > »:-` .. ;.. :. „: _. :.: >;:;: >:;::::: <: EN.AMMI "�..:....:::...:: 1 3.04 5 .013 4 .004 10 .011 4 - 62.251 11 RISA -3D Version 9.0.1 [Q: \...1.. \99- 136045000 - SDC 42 1Calculations \Chiller Platform 1 -2 snow.r3d1 Page 98 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec 675 18 max X76 :i €. : : € :� Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ftQ LC y -y Momen... LC z -z Momen.. LC 4 - 63.328 11 0 1 3.006 14 .013 .004 10 .016 4 .....001:' .......:...:::.:: 14 2i. 677 19 max 679 20 max 681 '682 683 :684: 685 986 687 ::688:: 689 691 M18 692:;: 693 :694:: 695 696::: 697 699 700? 701 :;02: 703 •?x:04;: 705 0 1 2.977 14 .013 4 .004 10 .022 4 - 64.393 11 0 1 2.948 14 .013 4 .004 10 .028 4 - 65.445 11 max max max max 0 0 .001 -.006 -.013 14 .019 -.005 11 .024 - 65.151 14 14 .019 7 -.005 11 .025 8 -65.15 14 X94 >28 0 -.02 7 -.005 11 14 .019 • .1.�...........004....:...1fi .027 8 - 65.149 14 max max max max max 0 0 0 14 .019 7 -.005 11 .028 8 14 .019 7 -.005 11 .029 iR -, . `::i :: 3[ i:i3 : :? V.1J.�7" :•:F.Y.:: 14 .019 7 -.005 11 .03 8 't <: - 65.148 14 OfM -65.145 14 1 -.042 14 .019 7 -.005 11 .031 8 - 65.142 14 : ;- 9412; ' >`' »1 .....4.1...4....1.. - 65.138 14 I t. 1 -.049 14 .019 7 -.005 11 .033 8 - 65.133 14 14 .019 14 .019 7 -.005 11 .035 a Q 11 .036 ao 11 .037 8 <14: max 0 ::1:iil£t4 max ;t in max riin:. 707 0 0 0 -.071 -.078 - 65.128 14 - 65.121 14 - 65.084 11 - 65.046 11 14 .019 14 .019 -.005 11 .039 -.005 11 .04 - 65.006 11 709 15 max 0 1 -.099 14 .019 7 -.005 11 .041 4 711 16 max 0 1 -.107 14 .019 7 -.005 11 .042 713 17 max 0 1 -.114 14 .019 7 -.005 11 .044 - 64.966 11 - 64.925 11 ::..93.1;±83 .....1.. . - 64.884 11 - 64.841 11 715 18 max -.121 14 .019 7 005 11 .045 n19 7 -.005 11 .047 717 19 max 0 1 -.128 14 - 64.798 11 t4:< -64.754 11 719 20 max 0 1 -.135 14 .019 7 -.005 11 .048 .7Y1� .. .................:.........:... ........... .1.12 � J 721 M19 1 max 0 1 -2.404 14 -.006 11 .002 7 .055 :.. 1.4 -.006 11 .002 7 .045 2 14 -.006 11 .002 7 .036 2 727 4 max 0 1 -2.49 14 -.006 11 .002 7 .026 2 723 max -2.433 725 max 0 -64.71 11 -63.24 14 -2.461 1::496147:::: - 62.222 14 - 61.191 14 - 60.149 14 RISA -3D Version 9.0.1 [Q : \... \... \99- 136045000 - SDC 42 \Calculations 1Chiller Platform 1 -2 snow.r3d] Page 99 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: vy„ Envelope Member Section Forces (Continued) 729 731 Member Sec 733 735 737 739 741 9 max 10 max Axial[kj LC y Shear[kl LC z Sheatry[k) LC Torquerk -ftj LC 0 1 -2.519 14 -.006 11 .002 7 0 .::..3454.:; 1 -2.548 14 -.006 11 .002 7 0 0 0 1 1 -2.577 14 -.006 11 .002 7 - 2.605 14 -.006 11 .002 7 1 -2.634 14 -.006 11 .002 7 0 1 -2.663 14 -.006 11 .002 7 -y Momen... LC z -z Momen.. LC ;1:.. i:.v iii. .: :: :iii; ::-- Y,�!:: iiii�#l.t -. 43L:. !:.. �:' - 59.094 14 - 58.028 14 86 - 56.949 14 - 55.858 14 .017 5 .008 5 .002 14 -.003 14 -.008 14 -.012 11 -2.692 14 -.006 .002 -.014 11 743 1 745 13 max 747 14 max 749 15 max 0 1 -2.721 14 -.006 11 .002 -.017 11 - 54.755 14 ....8 -53.64 14 - 52.512 14 0 1 -2.749 14 -.006 11 .002 7 751 Mfg :,0.23 ...................... . -.02 11 - 51.235 11 X77.256 <> - 49.939 0 1 -2.778 14 -.006 11 .002 7 -.022 11 0 1 -2.807 14 -.006 1 .002 7 -.025 11 16 max 0 1 -2.836 14 -.006 11 .002 753 �} 755 18... max 757 19 max <it< 20 max 17 max 759 7 -.027 11 0 1 -2.865 14 -.006 11 .002 .....:...: 7 -.03 11 0 1 -2.893 14 -.006 11 .002 7 -.033 11 0 1 -2.922 14 -.006 11 .002 7 -.035 11 761 M20 1 max 763 765 767 2 max 3 max max max max 769 >70' 771 773 775 75 777 779 7 8 9 10 ..023`< . :::. ::: ::.:: :4'18 »>: >1` > >;<'.:::. . 0 1 -2.951 14 -.006 11 .002 7 -.038 11 • ........:...... « k:: :::023 � � < >� � = .008 14 -6.493 14 -.013 11 -.006 026....... .008 14 -6.515 14 -.013 11 -.006 11 .16 2 .008 14 -6.536 14 -.013 11 -.006 11 .147 2 11 .174 2 .008 14 -6.558 14 -.013 11 .006 11 .134 2 .008 14 -6.579 -.013 11 -.006 11 .121 2 2 -48.63 fi 11 - 4.7.31 - 45.977 - 44.633 -4 ;0 - 43.276 - 41.907 - 40.526 • - 4.0.179 - 38.125 - 36.065 11 11 14 14 14 5 - 33.997 14 - 31.923 14 .008 14 -6.601 14 -.013 11 -.006 11 .107 - 29.842 14 max .008 14 max max -6.623 14 -.013 11 -.006 11 .094 2 • � .........1022....... ... ...... .042........ .. .... ..9_ .081 2 .088 2 0 1 14 .008 .008 .. 14 14 -6.644 14 -.013 -6.666 14 -.013 11 -.006 11 11 -.006 11 - 27.754 14 max .008 14 -6.687 14 -.013 11 -.006 11 .054 - 25.659 14 - 23.558 -21.449 14 14 RISA -3D Version 9.0.1 [Q: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 100 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 04, Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ftl LC y -y Momen... LC z -z Momen.. LC 781 11 max .008 14 -6.709 14 -.013 783 12 max .008 11 -.006 11 .041 2 - 19.334 14 14 -6.731 14 -.013 11 -.006 11 .028 2 - 17.212 14 4.... 785 ;......025: " 13 max .008 14 -6.752 14 -.013 11 -.006 11 .014 2 - 15.083 14 787 14 max .008 14 -6.774 14 -.013 11 -.006 11 .001 - 12.948 14 ef 789 15 max .008 14 -6.795 14 -.013 11 -.006 11 -.004 11 - 10.805 14 ............................... 791 16 max .008 14 -6.817 14 -.013 11 -.006 11 -.008 11 -8.656 14 r10t7.::....1...;..,Q42:€ - 13.817 .: 793 17 max .008 14 -6.839 14 -.013 11 -.006 11 -.012 11 -6.5 14 795 042 18 max .008 14 -6.86 14 -.013 11 -.006 11 -.016 11 -4.337 14 ::70.. 797 19 max .008 14 -6.882 14 -.013 11 -.006 11 -.02 11 -2.167 14 799 20 max .008 14 -6.903 14 -.013 11 -.006 11 -.024 11 .021 6 801 M21 1 max .013 14 12.766 1 .032 13 .017 2 .044 12 .084 2 803 2 max .013 14 12.655 1 .032 13 .017 2 .038 12 -2.347 14 805 3 max .013 14 12.545 1 .032 13 .017 2 .031 12 -4.747 14 807 4 max .013 14 12.434 1 .032 13 .017 2 .024 12 -7.139 14 ::A {';'< ..x 31.184 809 5 max .013 14 12.324 1 .032 13 .017 2 .017 12 -9.522 14 :.3 021::;;;;:.;: 12:..::::::.# lE? 2::::::..:. 1. '� 811 max .013 14 12.213 .032 13 .017 .011 12 - 11.897 14 813 max .013 14 12.103 1 .032 13 .017 2 .004 - 14.264 14 :- 23:,4...7......1... 815 8 max .013 14 11.992 1 .032 13 .017 2 .011 5 - 16.622 14 7.484.:' 817 9 .032 13 .017 :12 �2728�t> 2 .02 ,13 .040 ; : 8< : >< >7 428 1>4::: <:::> • 21::<` < :12:: ; >> « #3�A2:: »:::: >::: ;1:1:::::;< <:::::- 01 :; :12 max .013 14 11.882 1 - 18.972 14 819 10 max .013 14 11.771 1 .032 13 .017 2 .031 13 - 21.313 14 1 821 11 max .013 14 11.661 1 .032 13 .017 2 .041 13 - 23.646 14 823 12 max .013 14 11.55 .032 13 .017 2 .051 13 - 25.971 14 :.:........:................... . 825 13 max .013 14 11.439 1 .032 13 .017 2 .061 13 - 28.287 14 827 14 max .013 14 10.086 1 .032 13 .017 2 .072 13 - 30.595 14 828 829 15 '1::::::..:..12:1:1.002 :::::::.:. 1. .1.:..::::::::043::::::.::12.: max .013 14 9.975 .032 13 .017 2 .082 13 - 32.895 14 €:: :: :: :.84$3' 831 16 max .013 14 9.865 1 .032 13 .017 .092 13 t5 ::...... 7......... . :.. ... -�r4. .. .:::.:..:�..�. ..: x,.,.4021...... ..1.2. ......., �M......... �.. .....f......... . �... -35.186 14 833 17 max .013 14 9.754 1 .032 13 .017 2 .102 13 - 37.469 14 RISA -3D Version 9.0.1 [Q : \... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 101 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabay Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 12-64 Envelope Member Section Forces (Continued) Member Sec Axial k LC Shea k LC z Shea k LC To • ue k -ft 1 » ; .=002 835 18 max 013 14 9.644 .032 13 .017 .112 .::: :...... 837 1 max .013 14 9.533 .032 13 .017 .123 13 - ... 4 `»: 046 021 : - 839 2 + .013 14 9.423 .032 13 .017 .133 13 - 44.267 A0'' M22 6.19 .013 5 .005 10 .017 ®- 42.407 m 12 0 6.043 + + .019 max 0 5.895 + .021 12 -45.882 14 max 0 5.748 .005 + .024 12 -47.597 14 y�` {y,�, :• "MrJ :::i:: [`.ii iiiiiV" .� . .:.:. ::::v::i .: ... ........... % %i ?:::.i............:. max 0 5.601 .005 + .026 ' LC - Momen... LC z -z Momen... LC 855 8561 857 859 max max . }}0rr1133`� .00€ .01 3 .013 .013 .013 .005 + .028 -50.983 ° 4 .005 + .031 12 -52.653 14 .005 10 max 1 .013 . .013 .005 12 - 54.309 14 10 - 55.919 11 2 1 max 0 4.716 4.569 1 max 00:: .013 .013 .005 m .038 ..................... s• $ .005 + + - 59.952 s 4.422 4.277 .013 .005 + - 61.266 : 00... �� 0 0 .013 .005 + - 62.566 1 0 4.152 $ .005 + .051 -63.851 11 aao $ • 0 4.027 + .005 + .054 -65.121 11 +sa .046 >i31 .049 873 875 0 3.651 + max $+. 0 3.526 + $ + e max s 0 .281i5 + RISA -3D Version 9.0.1 0 1 .276 14 .005 I E .005 .005....:: -.006 -.006 -.006 + .......065..... + .07 .114 11 .114 Ill .114 14 14 .0 [Q: \... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 102 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ftl LC y -y Momen... LC z -z Momen... LC 887 max 0 1 .267 14 .038 4 -.006 11 .114 14 -70.05 11 1.tt4':1'ft: 889 5 max O 1 .259 14 .038 4 -.006 11 .115 14 - 70.027 11 891 6 max 0 1 .25 14 .038 4 -.006 11 .115 14 - 70.003 11 893 ................ 7 max 0 1 .241 14 .038 4 -.006 11 .115 14 - 69.978 11 -.4$5 1 i» 895 8 max 0 1 .232 14 .038 4 -.006 11 .115 14 - 69.951 11 ............ ...:........................... 897 9 max 0 1 .223 14 .038 4 -.006 11 .115 14 - 69.924 11 .:.898......: ::::;:: >:: : :::.:...... ......: - .503.......1.2........ fl.. :. 899 10 max 0 1 .214 14 .038 4 -.006 11 .115 14 - 69.896 11 rir 901 11 max .205 14 .038 4 -.006 11 1.06.1:OA 11 .115 14 - 69.867 11 903 12 max 0 1 .197 14 .038 -.006 11 • .115 14 - 69.838 11 905 13 max 0 1 .188 14 .038 4 -.006 11 .115 14 - 69.807 11 907 14 max 0 1 .179 14 .038 -.006 11 .115 14 - 69.775 11 909 15 max 0 1 .17 14 .038 4 -.006 11 .116 13 - 69.743 11 911 16 max 0 1 .161 14 .038 4 -.006 11 .116 13 - 69.709 11 913 17 max 0 1 .152 14 .038 4 -.006 11 .117 13 - 69.674 11 ... ............................... 915 18 max ;;;:.;;:.;;: :............... . O 1 .144 14 .038 4 -.006 11 .118 13 - 69.639 11 418 > .................... 917 1 9 max •':: i::i: i:Y:: :::::;;5:;;;;: i;:';:i::i;:;:iii;:.: <iiii::::ii: ii:::L :.O5": : " :E ?Ei :'t:fl5.81:7'.::::1:::: 0 1 .135 14 .038 -.006 11 .118 13 - 69.603 11 i PI! ll 919 2 max 1 .126 14 .038 -.006 11 .119 13 - 69.565 11 8.....ts35..7...:.1.... 921 M24 1 max 0 1 -2.627 14 .013 8 .001 7 .008 8 - 69.306 14 923 2 max O 1 -2.663 14 .013 8 .001 7 .013 8 - 68.192 14 104492;:; 925 3 max 0 1 -2.698 14 .013 8 .001 7 .018 8 - 67.064 14 927 4 max 0 1 -2.734 14 .013 8 .001 7 .024 8 - 65.834 11 929 5 max 0 1 -2.769 14 .013 8 .001 7 .029 8 - 64.572 11 931 6 max 0 1 -2.804 14 .013 8 .001 7 .034 8 - 63.296 11 933 7 max 0 1 -2.84 14 .013 8 .001 7 .04 8 - 62.004 11 '1€ 935 8 max 0 -2.875 14 .013 .001 .045 "9 59 >> < - 60.698 11 ...... . . ...... 937 9 max 0 1 -2.91 14 .013 8 .001 7 .051 - 59.377 11 939 10 max 0 1 -2.946 14 .013 8 .001 7 .056 8 -58.04 11 RISA -3D Version 9.0.1 [Q : \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 103 • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member 9 Sec Axial k LC ��Y.{ 1 ax 11 max 0 -2.981 .013 .001 .061 - 56.689 «<:«: >E ::: » <:» :::: ::« :< IO2 :88.156.-;:' ..: 0 -3.017 .013 .001 .067 - 55.323 ::<: >-: , >:::< :: >86- 16:::: : >:: >:: »:::::: :: >:;�5a'i:16:;: :: « < :#!!0�<> � :::< ;x:00:: <«:.:: ::.:.... .: 1 max 0 0 -3.052 14 .013 0 .001 0 .072 0- 53.943 if Shea k LC LC Tor. ue k -ft LC - Momen... LC z -z Momen.. LC 1 m -3.087 14 .013 .001 1 max 0 -3.123 14 .013 : .001 -3.158 14 .013 1 max 0 -3.193 14 .013 .001 .093 .088 .....:...02.1...... max 0 -3.229 max 0 -3.264 rat �'......... max 0 -3.299 969 5 .013 <'002: .013 ; 02 >> 013 .046 - 51.136 - 49.711 .001 .099 .001 7 .104 .001 7 .11 ...x{#18'> 06 -.002 max -.001 11 -6.992 14 O max -.001 11 -7.018 14 .046 Zi: ::: :'i€.0 %327::: <: =::: 1::5: >::<:: >< >r 048 max -.001 11 -7.045 14 .046 -.002 11 .05 �007''> >:',16436= <::: <:::..,01.......... ::.:::::.0'li� <� ........64.... max -.001 -7.071 .046 -.002 .046 ; :- '.: 4 :::;;:i- :::i - : is z: ' IIlE1Ct: > >:: "i���>i::i::; :.::.1Q�546:... : ::::::.01.8...... �QIW:: ''. > ?M49: >: max -.001 11 -7.098 14 .046 8 -.002 11 .041 ,,A::.' :' .... NOW: - :iii'`'. ...:_OC37' > "'> ::.1.6.fi59' =; ..:..t�15" ...::.t118`> :..134?` 1 ..- .001 -7.124 .046 .......... :: . : :: »> -015 max -.001 11 -7.151 14 .046 11 11 11 14 m 00 < <`=0 -.001 11 -7.177 :..- :.:.007..::. 99 -.001 11 -7.204 :.:;:.:;::.% ............. :;1 : :' 01' -.002 -.002 .037 14 • .032 m - 29.998 II J - 32.252 046 .027 14 --24;.$76: 14 .046 : .023 14 -25.465 14 979 981 1 8 983 985 987 1 ill989 991 1 11 .018 .013 - 046;. . • .009 »- 2> • .004 0 .012: iiii•<if - .027 14 RISA -3D Version 9.0.1 [Q:\... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 104 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: t/y4 • • • Envelope Member Section Forces (Continued) 993 995 Member Sec Abal[k] LC y Shear[k] LC 17 max -.001 11 -7.416 z Shear[k] LC Torque[k -ftl LC -y Momen... LC z -z Momen... LC 14 14 .046 8 -.002 11 .042 8 -6.998 18 max -.001 11 -7.442 14 .046 8 -.002 11 .056 8 -4.652 14 14 max -.001 11 -7.469 14 .046 8 -.002 11 .071 8 -2.298 v'! 14 •. = Of ..................... 999 20 max -.001 11 -7.496 14 .046 8 -.002 11 .086 8 .089 1001 1003 max .11 12 15.674 <;: .-'. ........... ># �4:. .::::::.,U� :..:.:.............. x0'5 4 1 -.001 12 .041 3 .022 5 .022 3 1 -.001 12 .041 3 .018 5 -3.239 14 1 -.001 12 .041 3 .015 5 -6.487 14 8.. . 1.4 ,..:.�08 :.:..: 6......... 1 .. .....:. ,Op3....... ,.'[ .....3 max .11 12 15.674 1#104: :148' 1005 max .11 12 15.674 ......14fX:: 12 15.674 1 -.001 12 15.674 1 -.001 12 .041 3 .011 12 10I :,..:.,:, .::.: ,,.< ` >;< ~ < <';`; <> .<it?itlil:. gi i14$.....4 ': ;::`-:::7471:4: ::.1:4:; ::: _; 008s::<:;:::::5:,. 1011 6 max .11 12 15.674 1 -.001 1013 7 max .11 12 15.674 1 -.001 .041 .008 -9.736 14 :7 - 12.984 14 12 12 :`.<riirlE:> .11 12 15.674 1 -.001 max 12 .041 3 .004 .041 3 .041 3 0 - 16.232 14 12 :1...: -19.48 14 -3+9 - 22.728 14 1017 9 max .11 1019 10 max 11 max .11 .. 7 t:4:: 12 15.674 1021 1:022:. 12 12 12 < .041 .041 3 -.002 .041 3 -.002 LL rr ............{..�................. / ...... . :i:;:iY� G1:3�:::��: 12 - 25.977 14 12 - 29.225 14 12 - 32.473 14 ' L'..:::::: iiii FS i976 . 1023 ........... 1025 12 max .11 12 15.674 8.... ...1.....1.4 >;> 13 max .11 12 15.674 -.001 -.001 12 6< 12 .041 3 -.003 .041 3 -.004 12 12 - 35.721 14 ................ - 38.969 14 1#26:` 1027 1023' :: :: 1029 1031 1033 max .11 ......... 15... max .11 ....... ...........................:'ice �:: , . 4 16 max .......:1..1.,. ..........:.......... 14 12 15.674 1.. .. 12 15.674 12 15.674 1 -.001 12 .041 3 -.004 12 - 42.217 14 1 -.001 12 .041 3 -.005 1 -.001 12 .041 3 -.005 1035 17 max t: 18 max 12 15.674 1 -.001 12 .041 3 -.007 12 -45.466 14 :.8.......92.373:.....1.... 12 - 48.714 14 12 - 51.962 14 12 -55.21 14 1037 Agit 19 max .11 12 15.674 1039 '144a 20 max .11 12 15.674 TIM Q:1.4ii ?. 1:4 x;048 =...- - -' ..........�00!'f....., :,- 10! .......::....8....... ..5.....:1.1.21:...1::..:'1::.: -.001 12 .041 3 -.007 12 - 58.458 14 1 -.001 .041 3 -.008 12 - 61.706 14 max .115 max .115 12 -.239 12 -.239 14 .001 12 .006 14 .001 12 .006 .05 .045 13 - 61.702 14 13 - 61.602 14 r4, 1045 3 max .115 12 -.239 14 .001 12 .006 2 .041 5 - 61.501 14 RISA -3D Version 9.0.1 [Q : \...\... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 105 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: NIA Envelope Member Section Forces (Continued) Member Sec AxialLkj . LC X Shearik. LC z Shear[k] LC Tor quejk -ft LC y -y Momen... LC z -z Momen.. LC ..:............ <'12 • .:1=24 634:: .006 2 .037 .006 2 .032 1047 .115 12 -.239 14 .001 12 ....................... 1051 1a 1053 1055 8 max 1057 9 max 1059 .115 12 -.239 14 .001 12 .115 12 -.239 14 .001 12 .115 12 -.239 14 .001 12 SE .006 .006 2 .019 5 - 60.998 14 ,'!ii'�� ;:11 :�::;; ::-v.V.{J.4G::::: ::12•: ` >'!'����::::.::: �:::' .006 2 .015 5 - 60.898 14 .006 2 .011 5 - 60.797 14 .115 12 -.239 14 .001 12 .115 12 -.239 14 .001 12 098:..:13.......862: >:. .024 5 - 61.099 14 .115 12 -.239 14 .001 12 4. ............................. 1061 11 max 062_ ..... ............................... f'>FiI .115 12 -.239 14 .001 12 'l is 1063 12 max 1065 13 max .115 12 -.239 14 .001 12 :<::- (198.......16.... ».:862.....: .411.......1.3. .115 12 -.239 14 .001 12 .006 2 .008 3 - 60.696 14 :-1E21 7 '[:::::: ::?1: >:::: .006 2 .006 8 - 60.596 14 .366: > 1.:::: .006 2 .007 8 - 60.495 14 1?1 1067 14 .115 12 -.239 14 .001 12 1069 15 max 16 max 17 max 18 max max 20 max 1081 M28 1 max 1083 2 max ......... ............................... <i1i< 1085 3 max : <rr ? : .115 12 -.239 14 .001 .006 Q(i` : :::: €; ' 11< ': <::' €_120 3> ...:::.......... ............................... ............................ .006 2 .007 12 - 60.294 14 .006 2 .008 12 - 60.193 14 »:� 1102:;::; ;:1............Y�..7........1 =� .,1........1:... .006 2 .008 12 - 60.093 14 ..............................................................:..... ............................... .006 2 .009 12 - 59.992 14 It21.. . 326: M::::19.91::: .006 2 .009 12 - 59.891 14 • .006 2 :> ><<�11` !<' <- ##3;�:<: x:1:3 .............466:....1.... -.014 11 .015 13 - 59.797 14 -.014 11 .015 13 - 57.663 14 -.014 11 .014 13 - 55.529 14 .007 12 - 60.394 14 .115 12 -.239 14 .001 12 > a:. 8.;; .115 12 -.239 14 .001 12 .115 12 -.239 14 .001 12 .115 12 -.239 14 .001 12 .115 12 -.239 14 .001 12 .105 8 -7.607 14 0 11 .105 8 -7.607 14 0 11 .105 -7.607 14 11 1 12 - 59.791 14 1087 t:nd . 4 max .105 -7.607 14 0 11 -.014 11 .013 13 - 53.395 14 1089 1091 max .105 8 -7.607 14 0 11 -.014 11 .013 13 - 51.261 14 » • :�i::::Mw�S: ?:�!i !:':�:::..::::::: Y.if.1(1F:::::: :..4�.: :.: �.�.1•A.���v: '�::�::`::i 1093 max .............. max .105 8 -7.607 14 0 11 45.229 i ......., .105 -7.607 14 11 -.014 11 .012 13 - 49.126 14 .................................................................. ............................... -.014 11 .011 13 - 46.992 14 : ` :' '' ;' < >::` =:fit < >> » >1 2 1095 1097 8 max max .105 8 -7.607 14 0 11 -.014 11 .01 13 - 44.858 14 h:J .105 8 <::«<•:- X071 >::::::::; :::<13<: -.014 11 .01 13 - 42.724 14 - - - 4'x% RISA -3D Version 9.0.1 [Q: \... \... \...\Calculations \Chiller Platform 1 -2 snow.r3d1 Page 106 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Ito Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ftQ LC y -y Momen... LC z -z Momen.. LC 1099 10 max .105 8 - 7.607 14 0 11 -.014 11 .009 13 -40.59 14 butt >« x:'071: > <;<`' 1101 11 max .105 8 -7.607 14 0 11 -.014 11 .008 13 - 38.456 14 1103 12 max .105 8 -7.607 14 0 11 -.014 11 .008 13 - 36.322 14 1105 13 max .105 8 - 7.607 14 0 11 -.014 11 .007 14 - 34.188 14 '.�/' fi�rr:}} ■■//�y�y,..:� ;:��.;;yy{{: ' :i.Y.X::iiiii` :.'•::2: is :::::::Y.G1 Y:::::: 1107 14 max .105 8 -7.607 14 0 11 -.014 11 .006 14 - 32.054 14 .rr jn: ::::: �� :�Xlwla- V.•:n::::i�:i::i_:::i: ii ��iS�T� :•i �: �: 405:>:: >.- :;:2:.:.:.::: : ».##1.4,:::;:: 1: >: 1109 15 max .105 8 -7.607 14 0 11 -.014 11 .006 14 -29.92 14 ................... :mi l 5 1111 16 max .105 8 -7.607 14 0 11 -.014 11 .005 14 - 27.786 14 1113 17 rlir�'> max ..................... 46228 :':: .105 8 -7.607 14 0 11 -.014 11 .005 14 - 25.652 14 1115 18 max .105 8 -7.607 14 0 11 -.014 11 .004 14 - 23.518 14 1117 19 max .105 8 -7.607 14 0 11 -.014 11 .003 14 - 21.384 14 1119 20 max .105 8 -7.607 14 0 11 -.014 11 .003 14 -19.25 14 1121 M29 max mliri .133 -15.94 14 -.002 14 -.012 11 .036 -19.26 14 1123 2 max .133 8 -15.94 14 -.002 14 -.012 11 .032 4 - 14.226 14 1125 3 max .133 8 -15.94 14 -.002 14 -.012 11 .028 -9.193 14 ingOTIO .............. .. ..±.�............................ 1127 4 max .133 8 -15.94 14 -.002 14 -.012 11 .024 8 -3.735 11 41 :8 1129 :'0774 14: 5 max .133 8 -15.94 14 -.002 14 -.012 11 .02 2.381 3 iirl= 1131 6 max .133 8 -15.94 14 -.002 14 -.012 11 .016 8 12.006 1 1133 7 max .133 -15.94 14 -.002 14 -.012 11 .012 8 21.924 1 'rlir 1:074; 14 1:.43 1135 max .133 8 -15.94 14 -.002 14 -.012 11 .009 8 31.858 1 :tits: 1137 9 max .133 8 -15.94 14 -.002 14 -.012 11 .005 12 41.81 1139 10 max .133 -15.94 14 -.002 14 -.012 11 .001 12 51.779 1141 11 max .133 8 -15.94 14 -.002 14 -.012 11 -.002 12 61.764 1 1143 12 max .133 8 -15.94 14 -.002 14 -.012 11 -.006 12 71.767 1 'rllirl 1145 13 max .133 8 -15.94 14 -.002 14 -.012 11 -.009 11 81.787 1 1147 14 rrrirl< max ::..07`,.4..: .133 -15.94 14 -.002 14 -.012 11 -.01 14 91.823 1 1149 15 max .133 8 -15.94 14 -.002 14 -.012 11 -.01 14 101.877 1 14 1151 16 max .133 8 -15.94 14 -.002 14 -.012 11 -.011 14 111.948 1 RISA -3D Version 9.0.1 [Q :\... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 107 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial k LC Shea k LC z Shea k LC Tor•ue k -ft LC -. Momen... LC z -z Momen.. LC 1 Max >:<;; ; ::918::> :<::«p1:3- � If2 .....�6 ..... ::.� ................ .133 -15.94 -.002 -.012 -.012 122.036 .......:.. :: <::; �;: ; : : >: <= :::,... - .. ::> :: »::� >:�:, < >::::: ::::::'1'281 < > "'. :::.1374::.:. :�#�972 .....1313..... -:. 028.. .03....... 6. . .133 -15.94 -.002 -.012 -.012 132.141 1 :::;::::::::013 1 max 13'7;1.::. ':,:`� :::::;;; .133 -15.94 14 -.002 -.012 -.013 . 142.263 1 <77 2 max .133 -15.94 -.002 14 -.012 -.013 14 152.402 - 6::. :�:: ><» '3Z414: :: <: <::::Q'1>3 » >:::: � : »::::;:::::028;;::: :: » >#42::::: >:: ...�. -2.. ........,37.4:..... .... . .... max .044 12 14.395 .03 13 .003 10 .089 12 .023 ::::::::N ' :::::::iii: : ::: -:1 .::: ili. :::::�a17 >::::::::> ":::::7:064::: ..0;.»1:01:9::: .......019...... :.::::::�Q3.7...:::::: :::::::..15at :::::: :::;.013X: ::::: >: max .044 12 14.395 .03 13 .003 10 .081 -2.964 >:::YO' ;:<::<: _....1.42-...... » »»8.1339., <:: .,:.0�1.�3:: :::. • ........37....... .......�... ...... 41:66: max .044 12 14.395 :. max .044 12 14.395 max .044 14.395 • .044 411.7:: v::i:i: ® 7 max .044 12 14.395 8 max .044 ..... l07i ti ': 1177 9 max .044 .................... :::: : :............ :i i1t :`......-4 ':` 1179 10 max .044 1480 11 max .044 rni.::::::: - .Q7;;;:;: 044 13 max .044 ...... .....:::..... fr3 �. ...........137...........'1:3.. max .044 12 max .044 12 • max .044 1 max .044 .7?<: max .044 max .044 M31 .073 .065 14 12 -5.938 14 .03 ® .003 m+ 12 -8.913 14 '"IN"'"":1 03 �� 14.395 .003 10 .033 12 - 20.811 fri 44 . .003 10 .025 - 23.785 0:< ,: 8:46:: .003 10 .017 -26.76 .003 10 .009 12 - 29.735 .003 111 .001 - 32.709 :< :18 :> : - 68x.003 -.005 13 -35.684 :- :037 : : : ::> > 2>' €> 0:4::: ::: <:: ;:: <: >{( �#.............,(�.... .003 10 .008 13 - 38.658 14 :4 >` :< <1<: »037 ::::<::�1ifi« >< 3« <�fi8,7Z.... .. .003 10 .02 13 - 41.633 14 __ •::037`« : < ., :: li? :> > ::< 8; < :: - 84:635:; <: ':> `ti : :: .003 10 .033 13 - 44.607 14 .003 0 .045 13 - 47.582 :' > >: <04: <: ?3:< ` > -9 40.4.$81 .003 10 .058 13 - 50.556 »;037 >' - #47 8 41:03011 13 - 53.531 : : :' :- 'x09:88: 2 m .044 f1 .003 :0 .003 12 -.131 11 14 14 14 .003 13 .003 .002 12 .002 111 11 RISA -3D Version 9.0.1 [Q: \...\... \... \Calculations \Chiller Platform 1 -2 snow.r3d] .083 .017 .017'::..: - 56.505 =1:1 =8'x:1 - 56.501 ftS33: - 56.437 1:14834< Page 108 Company : Engineers Northwest inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 lirgAt 2:19 PM Checked By: Envelope Member Section Forces (Continued) 1205 1206: 1207 Member Sec 3 is max max 1209 max Axial[kl LC y Shear[k] .003 12 �t135:......5.:.......706 . .003 12 .003 12 -.131 -.131 LC z Shear[k] LC Torque[k -ftl LC y -y Momen... LC z -z Momen.. LC 11 12 .002 11 .016 4 - 56.373 14 111W537' .. �... 14.53:7...... ... 2 11 12 .002 11 .016 4 - 56.309 14 0 .:....::::.002..:,.. 0 -.131 11 1211 max 1213 1214 1 .....:....... . 1215 1217 max max max .003 12 .003 12 .003 12 .,6 .0336.....:` : .....:...6... .003 12 -.131 11 0 -.131 11 0 -.131 11 0 -.131 11 0 036 .002 11 .015 4 -56.18 12 .002 11 .014 4 - 56.116 14 1 :13:348: 12 .002 11 .013 8 - 56.052 14 .- 06 : :: :: 13:i.5: :' »1 .::::::. ..Og6::::<.13......1.3i051..... . 12 .002 11 .013 8 - 55.987 14 12:154:: 1219 1 max .003 12 -.131 11 0 1221 1223 1225 11228> 1227 1229 1 max .003 12 -.131 11 0 12 .002 11 .013 8 - 55.923 14 =' :' : : :: ' ?` 1;1 4-5' >1<'> 12 .002 11 .013 8 - 55.859 14 Q > =: > `• - 13 '<`1:4..:._:112::16 ........ 1 14 1 max .003 12 1 .003 12 max -.131 11 0 -.131 11 0 O35 S. 1 max .003 12 -.131 11 0 1 max 1231 >> 1233 17 16 max max .003 12 05 5 .003 12 ::: :> .4303.:::: :::: .:: .003 12 12 .002 11 .013 8 - 55.795 12 .002 11 .012 12 .002 11 .012 -55.73 14 S : ::.. Otl7 .: . :... €..1:. :. -.131 11 0 - 55.666 14 12 .002 11 .012 - 55.602 8 14 -.131 11 0 -.131 11 0 • 1235 18 max .003 12 :..�" X36 ..:::.::.:.:.:: �:,::::::::,..........::.::........._.... ............�,�.:.<.::......... 1237 19 max .003 12 1239 20 max .003 12 24411; 1 :``< > »< >::; »:::<:: :< < >:! : > > > <!> -.131 11 0 12 .002 11 .012 12 - 55.538 12 .002 11 .012 12 - 55.473 ::( y:: i:::: isi: ::'F'{► :::::i:::ij::::i1i ;F:�y, ;�': /{:::i::i::::':::.: '::: :f�: i. 12 .002 11 .012 12 - 55.409 -.131 11 -.131 11 0 12 .002 11 .011 12 .002 11 .011 .:.: ,..1.:.007.:.. 12 - 55.345 14 14 14 14 12 - 55.281 1241 M32 1242<< >: <: >< >> 1243 .... ............. max .035 12 -6.934 14 .019 max .035 12 .035 12 d -6.934 14 .019 -6.934 14 .019 12 -6.934 14 .019 4 .049 2 .016 .............................. ............................... :1?4:4 <:*112: :<;.:> 4 .049 2 .016 14 - 55.288 8 - 1:09.496.: 14 14 14 - 53.343 14 .049 2 .015 14 - 51.398 2> i«> `:1 : < _ <' .:._ 10.11,:1.. .049 2 .015 14 - 49.452 14 14 1249 1251 1252 max .035 12 -6.934 14 .019 - 14.4f75: max .035 12 -6.934 14 .019 4 .049 2 .015 14 - 47.507 14 >;. >::.t 312::::::::: >1:1.:..::::::: 4 .049 2 .015 14 - 45.562 14 iiM M:.:V2Tii:::::::::. 1253 1€54:: 1255 7 8 max max .035 12 -6.934 14 .019 4 .049 .035 12 -6.934 14 .019 4 .049 .015 14 - 43.616 .014 14 - 41.671 14 14 12$6:: : : :: 3 :: :14 ..4.... ,171.2...... ..1.1...........,t31.�......... 1257 9 max .035 12 -6.934 14 .019 4 .049 2 .014 13 - 39.726 14 RISA -3D Version 9.0.1 [Q: \... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 109 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Av Jan 26, 2011 / 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial k LC Shea k LC z Shea k LC Tor•ue k -ft LC - Momen... LC z -z Momen.. LC .:;.:;::.:. 1259 1 1 .035 12 -6.934 14 .019 .049 .014 5 - 37.781 }' ..::14075: <;.:;TI..:. : ::- •:;. - # 0:4.::;:12:. - :7196... 1261 1 max .035 12 -6.934 14 .019 .049 .016 5 - 35.835 :::::- :4 • : -. :! ...., ..:..:...........:::::.<.. .::::;::::441::::, .. 14..5... 1263 1 max .035 12 -6.934 14 .019 .049 ./0(188 5 -33.89 14 . ....... ..... ................. 'yy �1�4z0 1265 1 max .035 12 -6.934 14 .019 .049 .022 2 - 31.945 . S 1267 .035 12 -6.934 1 .049 .026 -29.999 �Q 44' :::jr: ';; : .::i::: 1 }} P 9 9 ............................. . ",� �• { 9 9 ::i:::::::��::::ii::iii i' �::!i:::::!ii :2:;:;:: ` i }iii:!'' :.: :''w�//! >.::i:� :: i:i::i':a {.f{ . ::: ::...:...::.::.:.:.:........... :::: :::.1XT�..... ;i;::'[.4..�376:.::. :glint ir....... ......n4300:...... 9 1 max .035 12 -6.934 1 .049 .03 -28.05 1 1 1271 1 -6.934 .019 .049 .034 - 26.109 VIZ 16 1` - .035 12 -6.934 14 .019 .049 .039 - 24.164 1275 1 max .035 12 -6.934 14 .019 .049 .044 p - 22.218 ::::: >:::: >::::: : :.::. .................:: max::.... ::::"1:405g .... .. ............. :...... ......:: :. .......: 1277 1 035 -6.934 .019 .049 .05 - 20.273 `1 ..> :::.:: :.:.:::::..::..:::.::.::.::.::. min::; :;<::<::�i�43� ..:.... 9 2 1 max .035 12 -6.934 14 .019 .049 .055 - 18.328 M33 s' - 14.858 -14.858 v; i i'ee��pp .0 G - 14.858 121:05: :: - 14.858 ;: 14 .007 14 .028 12 - 18.339 .007 14 .028 -.002 12 - 13.647 .007 14 .028 -.0/�0/5� -8.77 ....::.1.i!•R�:::::. :1�IMiiiiii:: �:�:�i:•fK�liiii .007 14 .028 -.007 12 -3.877 .007 .::::................... .007 1295 8 1297 fat 1299 13D 1301 1303 [304 1305 1307 `3O8 1309 131.0: -.007 11 2.31 -.008 11 11.46 11' 20.651 } 11• 11 29.842 .007 14 .028 1 -.008 14 39.033 1 .007 14 .028 1 -.005 14 48.224 1 23 >88$ -44'; .007 14 .028 1 -.003 14 57.415 1 �i ii:- .007•iiiii: AZ :': :iii::ii.012..::i:::::: :: ::.1.::• i::::�Y:Mlfi.4:: ::::i: ::i:.T.::i:: ::. ::::28.58:::: :'ii ':_ :i .007 14 .028 1 0 14 66.606 1 .007 14 .028 1 .002 14 75.797 1 ;'::•.:.:.:6 iii!; 4 .007 14 .028 .004 14 84.988 ..;:...:.;;:.;: <:::: >:: # .007 14 .028 1 .006 14 94.178 1 =!!:i :i:1•:�: RISA -3D Version 9.0.1 [Q: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 110 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec 1311 16 max 1313 1 max Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC -y Momen.. LC z -z Momen... LC .06 - 14.858 14 .007 14 .028 • nn7 .06 - 14.858 14 .007 14 .028 .008 14 103.369 .011 14 2:: 112.56 - 14.858 1317 15. 1319 1320 1321 1322 1323 1325 .326; 1327 i:38: 1329 133€.. 1331 1332:: 1333 ..334:: 1335 M34 ............................... max ram max i'fl: mI max .06 4.158 - 14.858 - 14.858 -.05 -.05 : .015 .017 -2.819 -.006 max -2.523 4.158 3.353 3.353 3.353 ....................... .106 .106 3 10 3 max 1341 1342. 1343 `i :344:. 1345 'i >346. 1347 `1348. 1349 1359: 1351 .35` 1353 1:354'. 1355 350: 1357 1 4.158 max 3.353 3.353 -2.376 6 -2.228 -2.08 .006 .016 of`1 .028 .04 -1.933 -1.785 -1.637 -1.49 -1.342 -1.194 .075 .087 ............................... max max 'rrii l> max max 4.158 4.158 4.158 '2$45:: 4.158 -.05 - 1'1<'#'.:' ».. -.05 .. -.05 -.05 1359 2 1361 M35 1363 max 4.158 -.05 -.05 -.05 -.05 3.353 10 2 max 3.083 9 max 3.083 7 -.906 -.906 10 3.353 -1.352 'n37 14 .106 .106 .106 .106 -.604 -.456 77:';::; 3 -.308 3 -.161 -.009 10 .169 .18 .192 .204 3 0 53:`:`::::::`:1 #'' 9 12 6.756 -.006 10 10 -1.352 14 .349 12 6.401 4 .103 7 RISA -3D Version 9.0.1 [Q: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 111 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member '1:364 ............ ............. . 1365 1367 >3 8 1369 1371 Axiakkj LC Shear ..... LC z Shear[k LC Torquerk -ft 329 .....1 ........�U7; ... ........:37 ...... ....... 6 7 max 3.083 7 -.906 10 -1.352 14 .349 4 max 3.083 7 -.906 10 -1.352 14 .349 1i :>< ;1`0x'13:;: >:: <:7 LC -y Momen... LC z - M 1...:...2.29..... _ .. ..z 09.omen.. LC ...........E�. 12 6.047 4 .216 7 5: ». -:::10> 12 5.692 4 .33 7 max 3.083 7 -.906 10 -1.352 14 .349 11:31al 91 ' - 1-1' max 1383 12 • a max 3.083 -.906 8 B 12 5.337 .443 10 -1.352 14 .349 12 4.982 4 .557 7 .349 4.628 10 -1.352 14 .349 12 4.273 -1.352 1385 1:386: 1387 1389 39Q`: 1391 1393 1:394: 3.083 • s r , -1.352 :4.37< -1.352 .349 .349 1 O 9 9 .349 3.209 P • O .349 12 2.854 '-'4891.W."" ®• 3.918 .................... 3.563 ................ .............................:: 16 max 3 . 308 308...... .............................. 1 max 3.083 2;329. e a •• 0• -1.352 -.906 1 -1.352 ....................... a » 37 • ▪ l • 10 -1.352 -1.352 -1.352 1.79 1.578 .349 1.435 1.691 .349 12 1.08 1.805 -.906 -.906 9 ; 1401 M36 1399 20 Y Y 1403 1a 1405 max 2.801 max 2.801 2.801 2.801 14#l6i 1407 .349 ........................ - ...906��AAOO -.013 10 3.272 -.013 F15 < -.013 10 10 .725 .371 111 1409 ............................... -.013 -.013 -.013 -.013 10 3.272 3.272 .066 .066 .066 7 7 7 7 7 AV .03 2.145 -2.78 12 .01 -2.489 -2.343 .066 C -2.197 .066 -2.051 7 3.272 10 3.272 RISA -3D Version 9.0.1 [Q:\... \...\...\Calculations \Chiller Platform 1 -2 snow.r3d] Page 112 7 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 I714,, 2:19 PM Checked By: • Envelope Member Section Forces (Continued) • • Member Sec 1417 9 max Mal[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ftl_ LC y -y Momen... LC z -z Momen... LC -.013 10 3.272 5 .066 7 -1.613 12 .053 7 -.013 10 3.272 5 .066 7 -1.467 12 .059 7 2.801 3 1419 10 max 2.801 3 . ............................... 1421 11 max 2.801 3 1423 1 max 2.801 :1'424 ::::..........:......: 1425 13 max 2.801 3 1420' 1427 14 max 2.801 3 1428: 1429 15 max 2.801 3 44: -.013 10 3.272 5 .066 7 -1.321 12 .064 - .1l:JG'..,.... -. r: .. ,.;::._1::77tl T. r. • =L.. :. -44 , -. ... ....... -.013 10 3.272 5 .066 7 -1.175 12 .07 7 iiil:ii:11 ��:' ^ii:::: ?iii' i:h......t��7 ...... .... ..:........ .�M!........ . � .........2,7.6.....: :... .: -.013 10 3.272 5 .066 7 -1.029 12 .075 7 ii ;;.; y:�}�■ ^Y:` - ..-- . - -:: :: :i:: +!i j; :i::•. '. :: iii ii:':ii :�'�{/i:'iii ....... .. ......:... '.. � ♦y�� y/�� �y/►y -.013 10 3.272 5 .066 7 -.883 12 .081 7 -.013 10 3.272 5 .066 7 -.737 12 .086 7 -.013 10 3.272 -.013 10 3.272 5 .066 7 -.445 12 .097 7 .. ......4k«'`2..... : ........:.... �.. 387".......1.2....,....,62..... -.013 10 3.272 5 .066 7 -.299 12 .103 7 1431 16 max 2.801 1433 17 max 2.801 3 1434:: 1435 18 max 2.801 :min 1437 19 max 2.801 3 -.013 10 3.272 .066 7 -.153 12 .108 1439 20 max 2.801 3 1441 ............................... M37 1 max 4.151 L 3 -1.314 14 .363 12 6.629 -1.007 10 -1.314 14 .363 12 6.28 4 .115 1r >325........3:... .......8x31 ...... 4....... -.629 :..... 3......2.452... 14....... �#�98........1.43: -1.007 10 -1.314 14 .363 12 5.932 4 .254 3 > »:629;;> -1.007 10 -1.314 14 .363 12 5.583 4 .394 1443 2 max 4.151 3 1445 3 max 4.151 3 :1:446 : 1447 l,In. .. ,....... 4 max 4.151 3 -.01 10 144$: 1449 5 max 4.151 - 1.007 10 -1.314 14 .363 12 5.235 1451 6 max 4.151 3 -1.007 10 -1.314 14 .363 12 4,887 1:325:: >:: >.::;: >3 ::: <::< >: �3;:31<: >;:;::> :::::..4:: : >;;.: ;629 %> F� >1�3 > €< €1"399::: -1.007 10 -1.314 14 .363 12 -1.007 10 -1.314 .452: 1453 7 max 4.151 3 1455 8 max 4.151 3 1457 9 max 4.151 3 1459 10 max 27: -1.007 10 -1.314 14 .363 12 4 :' ....- 62 -1.007 10 -1.314 14 .363 12 . 3.842 1.091 3.493 1.231 3 1461 11 max 4.151 3 ................... 14x2...:: 1463 12 max 4.151 3 1404 ..:................: .: _.,.: :. :....; :.....:: 2,.7`, 1465 13 max 4.151 tut 14.67 14 max 4? _........ 11i1.ti.. 4.151 3 1469 15 max 4.151 3 - 1.007 10 -1.314 14 .363 12 3.145 4 1.37 3 629.......:13......:1..207;a -1.007 10 -1.314 14 .3.63 12 2.796 4 1.51 3 ,.,..:.....: r829.....:.: 1: 3: .::i;.'isrf[6�3:::::::::::�4::. -yy1}} . x03307 10 -1.314 14 .3�F61�3y 12 2.448 4j �1.6�i5 j {3 -1.314 J ? La- /.ij>i;[)' i; 7::i i :: S:z ; °.: i:i ?: 4 k i; t:: L` 62 �i :::i 10i; -1.007 10 14 .363 12 2.1 4 1.789 3 ::13`.'« 792 .... :: < : >1368 `;pia;:'`: -1.007 10 -1.314 14 .363 12 1.751 4 1.929 3 RISA -3D Version 9.0.1 [Q : \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 113 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • • Envelope Member Section Forces (Continued) Member 147. /<:... "..< . <:> ........... 1471 Sec 16 max Axial k LC Shea k LC z Shea k 1473 1475 1477 1479 17 max 18 max 19 max 20 max 1481 M38 1 max 1483 2 max 1485 ..................... ............................... 3 max LC Tor•ue k -ft LC - Momen... LC z -z Momen... LC ..4.31M....... Mf. 4.151 3 -1.007 10 -1.314 14 .363 4.151 3 -1.007 10 -1.314 14 .363 4.151 3 -1.007 10 -1.314 14 .363 4.151 3 -1.007 10 -1.314 14 .363 4.151 3 -1.007 10 -1.314 14 .363 o..; ii ::M LlIF Y!f�iii 4.215 11 .171 10 1.314 14 .169 12 1.403 .......................... 12 1.055 4.215 11 .171 10 1.314 14 .169 4.215 11 .171 10 1.314 14 .169 1487 4 max 4.215 11 .171 10 1.314 14 .169 1489 5 max 4.215 11 2' • .171 10 1.314 14 .169 'i490 1491 ...........:............. 6 max ..:... .......tai 1493 1495 1497 1499 1501 7 max 8 max .. ............................... 9 max 10 max 12 .706 12 .358 12 .027 14 2.562 14 2.427 14 2.291 14 2.156 14 2.021 169 14 1.886 4.215 11 .171 10 1.314 14 .169 4.215 11 .171 10 1.314 14 .169 4.215 11 .171 10 1.314 14 .169 • 4.215 11 .171 10 1.314 14 .169 14 1.751 14 1.616 14 1.481 14 1.346 TO- 3 10 12 -.15 10 .......... ....::...........::: :.......... 12 -.104 11 12 -.039 11 12 .026 11 1503 • 1505 1507 1 1509 1511 1513 11 max 12 max 4.215 11 .171 4.215 11 .171 10 1.314 14 .169 1.314 14 .169 13 max 14 max 15 max 4.215 11 .171 4.215 11 .171 10 1.314 14 .169 14 1.21 14 1.075 14 :12 «<`: 055. 10 1.314 14 .169 055 4.215 11 .171 10 1.314 14 .169 .94 :968 .... 14 .805 14 .67 1:514 : 1515 1517 16 max 17 max 18 max 19 max 4.215 11 .171 10 1.314 14 .169 4.215 11 .171 10 1.314 14 .169 14 .535 14 .4 `8 4.215 11 .171 10 1.314 14 .169 - 4.215 11 .171 10 1.314 14 .169 1648:,:g 1519 20 max 1521 M39 1 max 1:52 ......... .... r#t><.: 4.215 11 .171 14 .265 14 .129 >'<`= 1x214 <`1:`. 10 1.314 14 .169 14 0 3.386 11 .367 6 1.033 14 .363 RISA -3D Version 9.0.1 [Q :.... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] 12 2.146 :.::..:....::. 12 .855 7 44 .419> 12 .924 7 .............. . 12 .993 14 1.,0y�63 7 8 .07 6 Page 114 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC -y Momen... LC z -z Momen.. LC 1523 2 max 3.386 11 .367 :1524: 1.033 14 .363 12 2.034 .088 .149 11 1529 max 3.386 11 .367 1 1 max max max max 3.386 ' 76 <= 3.386 3.386 3.386 max 3.386 rn 11 11 .367 .367 .367 1.033 14 .363 1.033 1.033 14 11 11 .367 .367 1.033 1.03y/3 2 0.12016 ; 3.386 O .367 14 14 1.033 .363 .363 .363 .363 .363 1.582 1.47 .459 .563 11 11 1.357 .666 .769 11 1.244 11 1.131 '4>. 1.018 .873 O 11 .976 i 1 1 max 3.386 11 .367 17 1 1 m max m 3.386 3.386 3.386 ill .367 11 11 11 .367 }QQXX'��v .367 .367 .367 1.033 1.033 • 1.033� 1.033 1.033 1.033 14 14 .363 14 14 .363 .363 -:359 >? .363 .342 .229 1:183..... 1.286 ...:= 43Z 1.39 1.493 11 11 11 1.7 11 11 .116 1.803 11 z:.3. .62 m 3.386 11 .367 1.033 14 982: =: .363 .006 1.907 11 M40 _pa 1563 1 1565 max 4.341 4.341 2.422 2.287 66`4:::: -.05 max .187 2.152 -.014 1569 1571 1573 1575 .089 .....�9... ':'1.. x.2$1. : .,...: 7 max 4.341 11 .537 6 1.383 13 .187 ::.... :;s,. ;: : .. .�..���1 vv`• 2 1.748 12 .141 11 6 m 4.341 11 .537 p 1.383 .537 6 1.383 .187 .187 8 max 4.341 11 .537 6 1.383 13 .187 5 1.613 12 .193 11 RISA -3D Version 9.0.1 [Q:\... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 115 • Company Designer Job Number : Engineers Northwest Inc., PS : DML = 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec ittitf 1589 1591 I:592:: 1593 '69::4:x: 1595 598:: 1597 .1598:: 1599 11!j �ww660�0 }}�11J :i�fA4111•: 1603 4404 1660//5 1607 808 i 1609 i1Um 4.341 .106 4.341 1 max 4.341 11 .537 1 max 2 4.341 11 .537 _...49.2.... LC Shea k LC .537 .537 :.....537 X49 .537 max 1.383 € €1 :281: _ > 1.383 .537 .537 4.341 11 .537 18 max 4.341�y .537 tniff - 4.341 ::.:.................. 4.341 1.208 12 .348 1.073 .4 .938 12 .452 «: .804 12 .503 M41 max 3.35 max .............:..... ::: 3.35 11121 i iiiii max �3.35 ( ....................... 1.383 1.383 1.383 .187 23 "» .187 .669 0.4f. 9> ` >< .534 12 .555 .187 .399 ,...:...438.. iiiiii:: ••••• •• .187 5 .264 y/1�y}�( >..:•':. 2 .187 .129 .537 1.383 13 .187 .043 D 1.061 .367 :::... �/yJ =]'p/ : ..i ^ .043 10 1.061 13 .367 y� iiSi:Y. ..• :::._:ii::: a .043 10 1.061 13 .367 m 11 10 max 6 max y3�.A3�5 .043 max • 3.35 .043 max 3.35 max 1619 1 1621 11 m 3.35 3.35 �1 max 3.35 11 max 3.35 2 .043 .043 .043 .043 10 10 1625 11 i• i167.:..... -• . ......:.::....... lk ........48.:....•- 1.061 1.061 1.061 1 47 1.061 1.061 1.061 1.061 1.061 ' Ea 1.061 1>3= 12 13'. .607 ...04 .659 MAXIM .71 x1 •7` .762 11 11 10 .367 .367 .188 .288 .367 0447.::. .367 1.546 1.436 1.325 1.215 1.105 .995 .884 :. ................. .774 0 .388 .488 .589 .689 .789 .889 .989 .. .:::.::............. 1.09 .664 1.19 11 m m 11 11 RISA -3D Version 9.0.1 [Q :\... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 116 • Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 441' 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec 1629 Axial[k] LC y Shear[k] LC z Shear[k] LC 11 .043 10 1.061 13 .367 < <> <<f :954; :;« : : :< :;7< >.... -1047 < :: > :1 :: > > s34 Torque[k -ft1 LC 15 max 3.35 -y Momen... LC z -z Momen.. LC .554 1.29 11 1631 1633 16 max 3.35 11 .043 10 1.061 13 .367 .443 1.39 11 >< 1 max 3.35 11 1635 1 max 3.35 11 .043 10 1.061 13 .367 ........ .................... : : : : :. :;. :: . ..7777:: >- <; :.,;. `.;; :.. :; :s : : >s :: :Sad 7777;:; .043 10 1.061 13 .367 1637 1639 .333 1.49 11 .223 1.591 11 19 max 3.35 11 .043 10 1.061 13 2 max 3.35 11 .043 10 1.061 13 .367 .113 .367 8 .005 '1�4E1 X347 «' i'`1r3 1641 M42 max .959 11 .451 .476 14 .105 13 1.16 .004 Y � 6 1 max .959 .476 14 .105 ... -4.Y.4 0 max .959 11 .476 .105 't1046 its max .959 11 .476 14 .105 m .959 11 yy��yam[[ .959 11 m m .959 11 .476 57 m .105 1.099 7777 - 1.038 .977 .916 .855 .002 11 .003 11 .005 11 .006 .007 7777:. .451 .476 14 .105 13 ,:46.79":"".• .451 .476 14 .105 13 7777::: 4.95' 13 .672 .794 .009 is .733 .959 11 .451 10 m .959 11 1 max .959 11 1 m .959 11 1 m .959 11 .451 .451 .451 .451 .451 .476 .476 .476 :* 14 .105 .476 .476 .012 .013 III1 11 11 6ii': 11 11 .015 .016 r6 .018 ................ .019 .306 1671 16 .451 6 .476 .105 .245 8 .022 1 ax .959 11 .451 .476 .105 .184 .024 • P1 1 max .959 III 1677 11 .451 .123 .025 19 max .959 11 .451 1679 20 max .959 11 .451 6 .476 :..; .. .........: .. 4� . . . ...:: .......77..77:..... : :: ::: .7777 .7777: '!i !4:i•:S•:!•: :! 1681 M43 1 max 1.979 11 .741 6 1.148 13 .125 .027 13 .011 © .028 14 1.957 12 .014 2 11 RISA -3D Version 9.0.1 [Q: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 117 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 364 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial k LC Shea k LC z Shea k LC Tor.ue k -ft LC - Momen... LC z -z Momen... LC ,,.:;.::. ¢..:::: ... ....... ppiQp{�}}....... :r;; »:2........... - ; 004 ..... r..�:; �. .. x12 =:; ;:: .........*'+i.M�F: %% ...,.: :; .8 1.979 11 .741 1.148 13 .125 14 1.853 12 : :....: 124.:.;.: ...... -.00611 � 585::; : :< ::;4=< :; 98� :.:.rt ;;:1:5 :5 1685 3 1.148 .125 1.749 -.026 1.979 .741 b e 0 ;i4i: : " :^i:i.::: 5. i<.s :i ".. � �.i. •r iiii: . :i.:s :': (.'i; .i .:i..:.- .- .:- . :.:-i..i......i. :. : :::..��� %ii i: .. ..;;i .:.:.:....:..:: ...: .....:.. :::.. ��0.. 31:i 1::1::::::04:' . ;. . -.- . ;::;:::i.; :: Q 1.979 .741 + • ; 1.148 .125 1.644 -.041 O yy(y :: :T.:.. - ii�Yf-�:-:ii:i:< ...1:4�: <:: >:;: g9::: >: ::;.:..:.:: > > =- 1.979 .... .741 1689 1.148 14 1.54 -.056 :`<.989. max 1.148 .125 1.436 • .741 - - :::: >::t42: >: >;:: :::::::.1989:: > :.:.....24:....... ..... max 1.979 11 .741 1.148 13 .125 14 1.332 x.:54 1.979 11 .741 1.148 13 .125 14 1.228 12 -.101 ..::::::................ max 1.979 11 .741 1.148 s • , : > ><= : » >::. > .125 4 -.116 <::::< ��:;: ::::: >142<;;:: 9 99 s 1.979 .741 1.148 .125 -.131 i:;;: >;;:i o . : : :: :- 689< ::: >: ::: <:: <;: >:;:; <:::: <: <::; : >:.:; »;:::: ::: >::<w:: :: >::: :.:12...4.. :;:< i � � :::: >::::�::<::« :::;<« >::< :; >::; :;:585: :<: :: :;::;;:;:;;1:42:::;:;:: ........ 1.979 .741 1.148 .125 -.146 es ._ors..... 12 max 1.979 .741 1.148 .125 .812 -.161 1703 11 -1f � ...... � -,: ,. t4� :.::�:. :::.: : :::... 13 Max 1.979 11 .741 1.148 13 .125 14 .708 12 -.176 1695 1697 max 1700 1707 1 ::........................ 1709 1 max 1.979 11 .741 1.979 11 .741 max 1.979 11 .741 1713 IENDIEZI 1714511ME 1717 1 1721 1723 1.979 .741 6 1.148 .125 14 .604 1.148 13 .125 14 .5 ii - X985: =:>::< ........ :1.148 13 .125 14 .396 .............:..::::::. 1.148 G;iiil l.:iiivit:'afY;✓:� <i: max 111MIMMI1 .741 1.148 max 9 • 6 ::....125 • .741 ::.... 2 max 1.979 11 :.::.741 6 1.148 13 .125 .119 .119 .565 6 .954 14 .11.9 14 1.76 8 .027 11 ;:1.1..:..::::.,1.6'#::: :.:..:'1:1:........,996........ �..........,.1... 2 .565 6 .954 14 .119 14 1.656 8 ,044 11 .125 -.191 -.236 /11.-111111E111 -.251 11 - O -.266 �1391«< -.281 >- 1::.4:69 :< -.004 1 max 3.308 9 .... .... .. .. max 3.308 2 MaX 3;308 RISA -3D Version 9.0.1 max 3.308 .565 .954 ::: max 3.308 .565 t , .954 .119 St max 3.308 © .565 6 .954 14 .119 m g = i :2'F?l:1i : : ::: :1111: • • • e s ° .. B [4: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] .119 1.551 1.446 Al 1.341 .061 - 42 .078 .095 Page 118 1.06 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) 1735 1737 1739 Member Sec Axial[k] max 3.308 LC y Shear[k] LC 2 .565 .565 9 max 3.308 z Shear[k] LC Torque[k-ft LC -y Momen.. LC z -z Momen.. LC .954 14 .119 14 1.236 .954 14 .119 14 1.131 .129 11 `.`.;`. 1 max 3.308 1741 1 1743 1 .565 .954 14 .119 14 1.026 i1:...:2 96x: max 3.308 max 3.308 .565 .954 14 .119 14 .922 .163 11 .565 .954 14 .119 14 .817 1745 1 4:746 >'<. 1747 max 3.308 .565 .954 14 .119 14 .712 .18 11 6 .197 11 1 1745:' 1749 3.308 2 .56.5 .954 14 .119 14 .607 196.......,.8:...... . .....51..........8............ . max 3.308 max 3.308 .954 .954 .565 .248 11 .954 SO.. .119 .292 .265 max 4760 9 19 3.308 .565 .954 14 .119 943 €«<> a .;€��1:.;::., 14 .188 .282 11 m 3.308 3.308 .565 .954 .565 M45 max 2.8 .76 ►_ <_::i353 m 2.8 m max 1783 >4 1785 max 2.8 m 2.8 max 2.8 3 3 3 .76 .76 .76 ax 2.8 ax 2.8 3 0 2.8 max 2.8 m ®m 2.8 2.8 .76 .76 .76 .76 1.06 1.06 m .119 14 .119 ...... .202 14 i4 .202 1.06 14 .202 .202 .083 .004 .....- 22 2.128 2.015 0 0 .299 11 .316 11 .01 11 0 -.005 11 -.011 X77 t< 1 1.06 .202 14 1.674 1.06 af17i .202 -.016 11 -.022 11 1.06 i14 .202 1.447 -.028 11 1.06 1.06 .202 .202 1.334 -.033 11 14 1.22 8 -.039 11 1.06 .202 14 1.107 4: >> -.044 - .71;1' 11 1.06 4:7!8:» .76 .76 i1<4 14 ill .202 .202 .202 14 .993 5 11 .88 .766 o55 ii 6 1787 14 max 2.8 3 .76 6 1.06 14 .202 14 .653 8 -.067 11 RISA -3D Version 9.0.1 [Q:\... \...\...\Calculations \Chiller Platform 1 -2 snow.r3d] Page 119 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 10//4 Envelope Member Section Forces (Continued) 1789 Member Sec Awaln LC y Shear[.k1 LC z Shear[k]. .76 6 1.06 .76 6 1.06 't`790€ 1791 1793 179 15 max 2.8 2 53: �. 6 16 max 2.8 :Mitt >26 5: ? 1795 1700 1797 4788€ 1799 LC Torque k -ft LC y -y 14 .202 14 .202 ......................... 14 .202 Momen... LC z -z Momen... LC 14 .539 14 .426 14 .312 -.083 IWO 1801 M46 1 8021 1803 4804 1805 max .959 `''iii' max .959 1807 1809 max .959 max .959 3 .76 6 1.06 3 .76 6 1.06 61: • 11 .451 :::::::: 11 .451 11 .451 11 .451 14 .202 14 .202 14 .202 14 14 14 .199 .085 .015 12 13 02:8;: 6 .476 .......................... 6 .476 6 .476 6 .476 14 .105 13 14 .105 14 .105 14 .105 13 1.16 1.099 1.038 .977 13 13 .004 2 >14 .002 11 .003 11 .005 11 max .959 11 .451 6 max .959 11 .451 6 .476 .476 14 .105 13 2 14 .105 13 .916 .855 .959 1813 7 max .rryy��ww 1815 8 max .959 11 .451 11 .451 .. : = X75::: .476 .476 14 .105 13 14 .105 13 .006 11 .007 1 1:. 1. 8179 : :... max .959 :1�1•�.�iv.i;: ::i.:..... i:.yi�> ? >i .iii:. ��'vi!' :: :,. ':v:�• 1819 1821 6 .476 14 .105 13 .794 4e �` .733 .672 "5455 8 10 max .959 11 .451 0?1? 11 max .959 11 .451 .476 YS 14 .105 14 .105 .476 13 >E1 13 .611 .013 11 >...,: <: .55 8 .015 11 1823 :482:4 1825 579. 12 max .959 11 .451 6 .476 ........... 13 max .959 11 .451 6 .476 1827 14 .......... . • max .959 11 .451 14 .105 13 14 .105 13 12 .489 .... .428 .016 11 .018 11 6 .476 14 .105 13 .367 8 .019 11 1829 15 max .959 11 .451 6 .476 14 .105 13 .306 8 .021 1831 1833 17 1835 S1•:88 1837 4888 . W. .4: 16 max .959 11 .451 6 .476 14 .105 13 .245 8 .022 Mgt 1.1..,...:...,579.........1... ». 4 ........12...... »..19:4.... max .959 11 .451 6 .476 14 .105 13 .184 8 .024 18 max .959 11 .451 6 :................... :; 11 .476 14 .105 13 .123 .025 11 >32' =:11114 1839 19 max .959 11 .451 6 .476 14 .105 13 .062 45 .027 11 20 max bitit .959 11 .451 .476 14 .105 13 .011 .028 11 RISA -3D Version 9.0.1 [Q: \... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 120 • Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan26,2011 Y�� 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec 1841 16 442 >» » »> > M47 Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC -y Momen.. LC z -z Momen.. LC max 2.308 11 .961 .828 13 -.064 11 1.452 12 .203 1843 max 2.308 11 .961 .828 13 -.064 11 1.375 12 .102 .828 13 -.064 11 1.299 12 02 1845 1847 2.308 11 .961 ........... ............................... 2.308 11 .961 'F1 .828 13 64 11 1849 max 2.308 11 .961 .828 13 -.064 11 >12 :..::.::....1.7.3.........2.... .828 13 -.064 1851 m 2.308 11 .961 1.223 12 -.013 11 12 -.034 11 1.07 12 -.056 11 1147 11 1853 m 2.308 11 .961 .828 13 -.064 11 .994 :x:1;:134 12 -.077 11 1855 ............ 1857 858 1859 .................:............. 1864: ..................... max max max <rr€i max <1t7ir�` max lliil max 2.308 2.308 .828 .828 .828 13 13 13 2< 13 -.064 -.064 -.064 -.064 .918 .841 .765 .689 2.308 2.308 4870: .961 .961 -.064 -.064 -.064 12 -.182 -.204 .878: 1879 MO; 1881 1882:: 1883 114: 1885 1887 1888 1889 4O 1891 M48 max 2.308 2.308 13 13 .46 .384 .307 .231'..::::: 2.308 2.308 ....................... 1:3£�::: %% 2.308 2.758 .828 j2,6 €. .828 726:: -.064 -.064 -.064 .058 -.309 - .331, }y %% :- 1:1617«% %% -.352 .016 max max 4 max .381 .381 4 .058 . ............................... 2.758 2.758 14 14 1.387 =331 » >': 1.295 /yj ''iiii ?i:•: i:'N ii ":: -:. -. :. .�...:i!!:v:i!i {i!i!U.�i.:': .:.: { :. ::::::::::: : .[��� jy. !:: .. .. ......: .:::`i'i: �::: �. %iii:: .. . . ..., i :. ..$J; •..i.: �v:' #j:.:..jJ�.�; .:R...ii %::� ::/:�... :..: :...:= �.j{:. './!. ��.i::iii:: S ?::�j!�►: i:: .. ............ 4T #� .....�A�- ..�i::ii .: {:. i::i }iiti::i:i�4�:M::i %::::i:i ::.�:�:;'::::::Yi ;:i��� :: f.�: .. ...4�7�..... .�.:F ....... F. :fY�1^... . � .,.T.:i:::ii:::•-f:T'�.Y....... .::1fii:' 1893 7 max 2.758 11 .381 6 .881 14 .058 12 1.202 12 .078 11 RISA -3D Version 9.0.1 [Q:\...\... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 121 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 0/14, Envelope Member Section Forces (Continued) �R�y}QQ Member Sec Axial k ' 8 max 2.758 1895 11 88{97 .249 1 LC Shea .381 .381 .381 1 1 max LC z Shear k • .881 ....,.:..878:.. .881 LC Tor.ue k -ft LC - Momen... LC z -z Momen.. LC .058 12 1.11 12 .098 1iyj..;7.:.: _ _:::- .058 12 1.017 }i1K .381 0 .881 14 .058 .058 .058 2.758 .3}(81 2.758 11 .381 1907 ............ 1909 .138 3 .158 .178 12 .74 12 » 2:5 • .647 12 .198., e 1 m 2.758 14 ®m• 2.758 11 .381 1911 16 max 2.758 11 .381 • 2.758 11 .381 14 max 2.758 11 .381 1 11 .218 .238 .058 .37 .258 7 : «`:.{/.�i, ma/yy{{ ::: ::..::i.�W...V.•:ii::: .0 5�y8yy .2778y��{ .278���,,(. 14 .058 12 .185 m 2.758 11 .381 1919 2 max 2.75.8 11 .381 • M49 2.604 11 .511 e 1923 max 2.604 11 .511 >145^ . :144i 1925 x:926:' 1927 .298 11 .881 .881 14 .058 .093 14 .788 .788 .058 .042 :iii' ::: t? .042 max 2.604 m 2.604 max 2.604 .042 .i!fy' .042 1.378 1.297 ..788 788 .042 8 1.135 .318 =1`'<> .338 ... .057 .021 11 11 .005 .009 1933 7 max 2.604 11 .511 6 .788 13 .042 8 1.054 12 .023 11 1935 8 max 2.604 11 .511 6 .788 13 .042 8 .973 12 .028 11 1936::::::::::::'-: ;,;;,;;«;-;: :.;:::::;; <:;';;;;;.;;;:.;;;; <;; :rtrt. ::::::'l.> 436;;;:.::.; 6. ;.........,0. :.;:.::147. :::::... ,:: 1937 9 max 2.604 11 .511 6 .788 13 .042 8 .892 12 .033. 11 1938. i:: :>:::: >:::M< - i : ::>:::::: ig: :T::: :: : riff : ; .i :: i4Q: 5'..:...:: :f`..::::::: :Y 4 4 ;: ;:: .: 1 .• 7fi9:: 4. i.i..::: :i:: :.#.2::: ?: :: ? 1 8 .:i.:: :: :14 4<:.::.:::� : 11.4<: : ';'. :M<' :Y ... : . 1 .:.W :: 1939 10 Max 2.604 11 .511 6 .788 13 .042 8 .811 12 .038 11 ..:..::: -: 0440111:<::::::::.769:::::.:.1. 2:..::::; 4 E1' 6::.:4:4:..:::: ::: : . 1.: :;:43.::::::41127:.;.:. : ::S:: 1941 11 max 2.604 11 .5�!�1,1 6 .788 13 .042 8( .73 12 .042 11 yyyy; :,,�.�.�i IMF 1943 12 max 2.604 11 .511 6 .788 13 .042 8 .65 12 .047 11 :,.. - - ..:::::::::::: 1945 13 max 2.604 11 .511 6 .788 13 .042 8 .569 12 .052 11 : �4��::....:.:.::..:.:.. : : ::Ei.:::.: ::.:. ::::.:::i::�;::: : ...::::::::.::..,.., ,,......:.:.:...:: :::.:::::.... ....: ::.:........:.: : :_: .,:.::�:: 582. 'l ....:;:.:;.:_::.:.,,.:.:::.::::, ::.:.::.:..:....:::..::... t` Otr�:.:.:.:,' 1.:.:�'�:._.::......Q!1�4.. ..1.'1..,...............1.2, ........�� � RISA -3D Version 9.0.1 [Q: \...\... \... \Calculations \Chiller Platform 1 -2 snow.r3dJ Page 122 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 [4144 2:19 PM Checked By: • Envelope Member Section Forces (Continued) 1947 1949 15 1951 16 max Member Sec 14 Axial[k] LC y Shear[k] LC z Shear[k] max 2.604 11 .511 .788 LC Torque[k -ftl_ LC y -y Momen... LC z -z Momen... LC 11 13 .042 8 .488 12 .056 41058 : 4 max 2.604 11 .511 6 .788 13 .042 8 .407 12 .061 11 ..................... 044' 2.604 11 .511 6 .788 13 .042 8 .326 12 .066 11 1953 17 max 2.604 11 .511 6 .788 13 .042 8 .245 12 .07 11 1955 18 max 1:950 rg: 1957 19 max >n: 1959 20 max 1961 M50 2.604 11 .511 6 .788 13 .042 8 .164 12 .075 11 2.604 11 .511 .788 13 .042 8 .083 12 .08 11 2.604 11 .511 6 .788 13 .042 8 .002 8 .084 11 WAS max 2.604 11 .849 .838 13 .243 1.596 12 .139 2 .....::.::::::::... .: ,.::: :::::::: ..::. .: 1963 2 max 1964 1965 3 max • 2.604 11 .849 .838 13 .243 4 1.512 12 .052 2.604 11 .849 2 .838 ::::.............. 13 .243 4 1.428 12 .001 4 4.. 11 :11- 799: »> »':799: 1.4... :'f :. 1967 4 max 2.604 11 .849 2 .838 13 .243 4 1.344 12 -.011 11 • 1969 1971 _ 5 ........... max 2.604 11 .849 2 .838 13 .243 4 1.26 12 -.023 11 2.604 11 .849 2 .838 13 .243 4 1.176 12 -.035 11 1973 1974 1975 4976 :.. 1977 ........... 1979 10 max rttitt . 1981 11 max 1983 12 max 1985 1.986 »:.7.:. max • 2.604 11 .849 2 .838 13 .243 4 1.092 12 -.047 11 121'= ': »€I27< :x...39 max 2.604 11 .849 .838 13 .243 4 1.008 12 -.059 9 max 2.604 11 .849 2 .838 13 .243 >958 .924 12 -.071 13 max 2.604 11 .849 .838 13 .243 4 .84 . .. ............ 1:058- 12 -.083 2.604 11 .849 2 .838 13 .243 4 .756 12 -.095 11 11 2. 2.604 11 .849 2 .838 13 .243 4 .672 12 -.107 11 2.604 11 .849 2 .838 13 .243 4 .588 12 -.119 11 1987 1 max 1989 1991 15 max rte max 2.604 2.604 11 .849 ..2 :.. ... 1.1.* .838 11 .849 .838 13 .243 4 13 .243 4 .504 .42 11 12 -.143 11 2 2.604 11 .849 2 .838 13 .243 4 .336 12 -.155 11 1: 1993 17 max 1:9:94 >' » >> 1995 18 max 2.604 11 .849 2 .838 13 .243 4 .252 12 -.167 114 2.604 11 .849 .838 la 12 -.179 2 ....................... 1999 19 max 20 max 2.604 11 .849 2 ,838 13 .243 .083 12 -.191 1 2.604 11 .849 .838 13 .243 4 0 13 -.203 11 11 RISA -3D Version 9.0.1 [Q:\... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 123 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 14'7A, 4110 e Forces (Continued) Envelope Member Section Fo es • • 2001 2.Ofi< : 2> 2003 Member Sec Axial[kl LC X Shear[k1 LC z Shear[kl M51 1 max 4.086 2 1.271 2 1.104 14 LC Tor que[k -ftj LC y -y Momen.. LC z -z Momen.. LC :3�rJi�s .302 2.515 8 .018 2 7 - max 4.086 2 1.271 2 1.104 14 4.086 2 1.271 2 1.104 14 2005 .302 8 2.383 8 -.015 11 .302 8 2.251 8 -.033 11 2007 2. 2009 2016 2011 2012:. 4 max 4.086 2-,,,, 1.271 2 1.104 14 5 max 4.086 2 1.271 2 1.104 14 6 max 4.086 2 1.271 2 1.104 14 1 .302 8 2.119 8 -.051 11 A:153.::..::1: .302 8 1.986 8 -.069 11 .302 8 1.854 8 -.087 11 07 2013 X91: 2015 7 max 4.086 2 1.271 8 max 4.086 2 1.271 1.104 14 �1. 2 1.104 14 .302 8 1.722 8 -.106 11 14: 2017 2019 2G20`. 2021 2023 9 max 4.086 2 1.271 2 1.104 14 ................... ............................... 10 max 4.086 2 1.271 2 1.104 14 3146:: :' ? :;1 1> .:.1 7 • . �.1 1...:: 1.2raG. :... 11 max 4.086 1.271 <;`............ 4.086 2 1.271 2 1.104 14 :::r ire::::: »::::3: : 6 ' .::: >1::1::: < <::::< 1.733;:::: 13 max 4.086 2 1.271 2 1.104 14 14 max 4.086 2 1.271 2 1.104 14 > :::min ; < ><3;: •. 6 :::::::::.:: ::1::1:: >:::: >:::: >:�173. > <:::» : >1;1::: »,- 1::.266: »:: 15 max 4.086 2 1.271 2 1.104 14 • .1. `' 11<<`;: » >173 >;�,.r.:11.:. >::... 2025 2#26 2027 2029 .302 - 77€ 1.59 ;388:...:.:; -.124 11 .302 8 1.458 8 -.142 11 ............................... .302 8 1.325 8 -.16 11 .302 8 1.193 8 -.178 11 .302 8 1.061 8 -.197 11 .302 8 .929 8 -.215 11 .302 8 .797 8 -.233 11 • 2y0y`31 202 2033 2{3 2035 2036 2037 2038 16 max 4.086 2 1.271 2 1.104 14 nill:< iiji�ii� :'�::� $:i:i ?i:if:�l:�::S:: <i:�: i:�: I ii: ii: :::.�•a� '�':Y.'�i: 17 max 4.086 2 1.271 2 1.104 14 ....................... :. = ........ :i11i ><354t>< :4V 18 max 4.086 2 1.271 2 1.104 14 19 max 4.086 2 1.271 2 1.104 14 `3=546 <' .302 8 .664 8 -.251 11 ::i:::::::J:':i^1:::::::::.�::i .302 .4 -.287 11 .302 8 .268 8 -.306 11 226- <::::: :14 >' >: 2:25 ?::. : : :,: <: : .302 8 .136 8 -.324 11 20 max max 1111 max M52 2 20 max 4.086 2 1.271 2 1.104 141 .302 .008 5 -.342 11 3.033 6 1.156 6 .925 13 1 .154 13 1.779 12 -.007 11 3.033 6 1.156 6 .925 <»:: :.:1::85.;:.;:..:.::.;1;1;:: - »» 3.033 6 1.156 6 .925 13 1 .154 13 1.685 12 -.027 11 13 .154 13 1.591 12 -.047 11 max max 3.033 6 1.156 6 .925 131 .154 13 1.498 12 -.066 11 3.033 6 1.156 6 .925 131 .154 13 1.404 12 -.086 11 max 3.033 6 1.156 .925 13 .154 13 1.3.1 1.2 -.106 11 4..,...:13:! «<.. 'I >?3''<<«��<> RISA -3D Version 9.0.1 [Q: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 124 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99138045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ftl LC y -y Momen... LC z-z Momen... LC 2053 7 2654:; <>��;��<> ««< » ................ 2055 2057 max 3.033 6 1.156 6 .925 13 .154 13 1.216 12 -.126 11 ........ ........... max 3.033 6 1.156 6 .925 13 .154 13 1.122 12 -.146 11 Miff max 3:' 3.033 6 1.156 .925 13 .154 13 1.029 12 -.166 11 200- 2059 10 2061 11 2062 2063 12 2064:: : :< : : : > <> 2065 13 2059: >`'>`_ >: >> 2067 max 3.033 6 >2r814 » : :11> 1.156 6 .925 13 .154 13 .935 12 -.186 1 11 max 3.033 6 1.156 6 .925 13 .154 13 .841 12 -.206 11 .....1.$9...: 1.1. :.... x:691::: max 3.033 6 1.156 6 .925 13 .154 13 .747 12 -.225 11 Nib 1:1 :: max 3.033 6 1.156 6 .925 13 .154 13 .653 12 -.245 11 14 Wit max 3.033 6 1.156 .925 13 .154 13 .56 12 -.265 11 2069 15 ........... ............................... 2071 16 2073 17 2075 18 max 3.033 6 1.156 .925 13 .154 13 .466 12 -.285 11 2414 1 eas max 3.033 6 1.156 6 .925 13 .154 13 .372 12 -.305 11 186« >t1'I< =.'= max 3.033 6 1.156 .925 13 .154 13 .278 12 -.325 11 111.11: max iix 11> 891; :> 3.033 2= :514 <<> 1 1.156 .925 13 .184 12 -.345 2077 278E ><. 2079 2081 2.. >. 2083 19 Lmax <r11ii1 € 3.033 6 1.156 6 .925 13 .154 13 .091 12 -.364 11 20 max 3.033 6 1.156 .925 13 .154 13 -.002 14 -.384 11 :Mkt M53 max 3.394 6 1.656 6 1.143 14 .277 8 2.421 8 .016 6 2 max 1211 '142 if2 3.394 1.656 6 1.143 14 .277 2.294 -.028 11 ....... ......... 2085 3 4 2087 2086A, 2089 : 2091 .... ....... ..... 2093 2t 2 :> = 529'. 1: ............................ i =1 -:;_. ..................... max 3.394 1.656 11> 1.143 14 .277 2.166 -.063 11 max 3.394 6 1.656 6 1.143 14 .277 8 2.039 8 -.098 11 max 3.394 6 1.656 6 1.143 14 .277 8 1.912 8 : >14 -.132 11 max 3.394 6 1.656 6 1.143 14 .277 8 1.784 8 -.167 11 max 3.394 14:: .277 1.657 8 -.202 11 2095 2097 9 2098: 2099 10 100 : 2101 .... ...........::::::.::::::11:::. 1:< 2103 2105 max • 1.656 1.143 14 .277 1.529 -.236 11 12 max 3.394 6 1.656 6 1.143 14 .277 1.402 8 -.271 11 ........................... ........x...21 max 3.394 6 1.656 6 1.143 14 .277 8 1.275 8 -.306 11 ir> max :.;:.;:.;:.; 3.394 1.656 1.143 14 .277 199 1.147 ':553 -.34 11 328 ,1 max 3.394 6 1.656 1.143 14 .277 8 1.02 -.375 11 13 max 3.394 1.656 6 1.143 14 .277 8 .892 8 -.41 11 RISA -3D Version 9.0.1 [Q :\...\... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 125 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 14/14 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axialjkj LC y Shea kj LC z Shear 3#7....` LC Tor quejk -ft l LC y -y Momen... LC z -z Momen... LC 2s1)7i3:::::: >: . 2 2107 14 max 3.394 6 1.656 6 1.143 14 .277 8 .765 8 -.444 11 21.: ........................... 71f3. ...................... 2109 15 max 3.394 1.656 6 1.143 14 .277 8 .637 8 -.479 11 2111 16 max 3.394 6 1.656 6 1.143 14 .277 8 .51 8 -.514 11 2113 17 max 3.394 6 1.656 6 1.143 14 .277 8 .383 8 -.548 11 2115 18 max 3.394 6 1.656 6 1.143 14 .277 8 .255 8 -.583 11 ::'#..4.. 2117 19 max 3.394 6 1.656 1.143 14 .277 8 .128 8 -.618 11 1'047 = 2119 20 max 3.394 1.656 1.143 14 .277 8 .005 -.652 11 2121 M54 1 max 3.328 2 1.38 2 .929 13 .209 5 1.828 12 .013 2 2123 2 max 3.328 2 1.38 2 .929 13 .209 5 1.732 12 -.048 11 F ; M 33:.; 2125 3 max 3.328 2 1.38 2 .929 13 .209 5 1.635 12 -.097 11 <2` 2127 4 max 3.328 2 1.38 .929 13 .209 1.539 12 -.146 11 ........ ............................... 2129 5 max 3.328 2 1.38 2 .929 13 .209 5 1.442 12 -.196 11 2131 6 max 3.328 2 1.38 2 .929 13 .209 5 1.345 12 -.245 11 2133 7 max 3.328 2 1.38 2 .929 13 .209 5 1.249 12 -.294 11 2135 8 max 3.328 2 1.38 2 .929 13 .209 5 1.152 12 -.344 11 2116:':: 2137 rr>rriE max 3.328 2 1.38 .929 13 .209 1.056 12 -.393 11 8 <:.:; >>1>1:: >. 468 - > :::::::> l::1:. .. ,x:::: >'::> >2;: ;<::::> : ,.1: >:: ; ; >:1:2 :::: <: =1.08 :43 1:; :„ 2139 10 max 3.328 2 1.38 2 .929 13 .209 5 .959 12 -.443 11 >� ... .'1..........,4.6:8:.......1... ......91:7.......12 .��........1.2.....,... $83.......'��.... �I 2 2141 11 max 3.328 2 1.38 2 .929 13 .209 .863 12 -.492 11 214:: .1.....::.12 ... 2143 12 max 3.328 2 1.38 2 .929 13 .209 5 .766 12 -.541 11 «'? 7 .: 1:4,W =1585: : 2145 13 max 3.328 2 1.38 2 .929 13 .209 .67 12 -.591 11 2147 14 max 3.328 2 1.38 2 .929 13 .209 5 .573 12 -.64 11 • 2149 15 max 3.328 2 1.38 2 .929 13 .209 5 .476 12 -.689 11 2151 16 max 3.328 2 1.38 2 .929 13 .209 5 .38 12 -.739 11 2153 17 max 2:.#121: r1<1 42- : >::::::ii »i:1::'f,.!j :::: :1- 2:::::ii: >lal'V.Y 3.328 2 1.38 .929 13 .209 .283 12 -.788 11 2155 18 max 3.328 2 1.38 2 .929 13 .209 .187 12 -.838 11 2157 19 max 3.328 2 1.38 2 .929 13 .209 5 .09 12 -.887 11 281::::1<1. RISA -3D Version 9.0.1 [Q: \... \...\...\Calculations \Chiller Platform 1 -2 snow.r3d] Page 126 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ftl LC y -y Momen... LC z -z Momen... LC 2159 2161 21] 2163 20 max 3.328 2 1.38 2 .929 13 .209 5 -.004 14 -.936 11 >...2.82it:`.......11 M55 1 max max 9.529 3 2.106 3 .683. 13 .005 5 .488 12 2.578 3 12 9.483 3 1.919 .622 13 .005 5 .228 12 1.731 3 2165 3 max 21:66: < :` :�� >«<> ><�'<<�'?<<; >►Tt 2167 4 max 2169 5 max 2170 2171 6... max 21.72 2173 7 max 2175 8 max 21 6 ', ::.:..." : min 2177 9 max 21781 i4"..:igigg 2179 10 max 2181 11 max 3 .56 28 13 .005 1 :: >< : 5 -.006 12 .963 9.39 3 1.543 3 .498 13 .005 5 -.015 14 .274 3 ;: < . 9.343 3 1.355 3 .436 13 .005 5 .182 14 -.337 3 9.297 3 1.167 3 .374 13 .005 5 .352 14 -.868 3 9.25 2 3 .98 .312 13 .005 5 .496 14 -1.32 9.204 3 .792 3 .25 13 .005 5 .615 14 -1.692 2�2 9.158 3 .604 3 .188 13 .005 5 .707 14 -1.986 3 9.111 3 .416 .126 13 .005 5 .773 14 -2.201 3 • 9.065 3 .228 3 .065 13 .005 .813 14 .b34 `.....42 -2.337 :. .......... 2183 21 2185 2186: 2187 12 max 13 max 14 max 9.018 .041 3 4 .005 5 .827 14 -2.393 3 8.972 1 -.147 3 .095 8 .005 5 .815 14 -2.371 3 212 "> :1i:':`< " »#>8:' 12 -419 8 62 :> 8.972 1 -.335 3 .157 8 .005 5 .776 14 - 2.269 3 2189 15 max :122: 8.972 1 -.523 .219 .005 5 .712 14 -2.089 3 2191 16 max 825 >... _ _ _ .._....._..... 4 8.972 1 -.711 .281 8 .005 5 .622 14 -1.829 3 2193 2195 18 max 19 max 17 max 8.972 1 -.898 3 .343 8 .005 5 .505 14 - 1.491 B: :s. :.963: «> :10 .ft82 2197 8.972 1 -1.086 3 .405 8 .005 5 .383 14 -1.073 3 <1£3 :..... 15 € 10 8.972 1 -1.274 3 .467 8 .005 5 .195 14 -.576 3 <12 2199 2201 22{32. 2203 2204- 2205 224 20 max 8.972 1 -1.462 3 .528 8 .005 5 0 1 0 1 M56 max ! max 9.478 1.858 .528 13 1.791 11 9.432 1 1.67 .466 13 0 10 .15 8 1.05 11 2207 max 4 max 9.432 1 1.482 .404 13 0 10 .046 14 .388 11 »'1;039 9.432 1.294 .342 13 0 10 .203 14 -.196 11 2209 5 max 221 -`` » >>`'< >'"=<'`''' :` >1. 2211 6 max 9.432 1 1.107 7 .28 13 0 <>::a 3aa »;;;;,874:" " :"M" '1 10 .334 14 -.7 11 9.432 1 .919 7 .218 13 0 10 .439 14 -1.125 11 RISA -3D Version 9.0.1 [Q : \... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 127 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 0/4" 2:19 PM Checked By: • Envelope Member Section Forces (Continued) SheaUkl LC z Shearjk) LC Torque[k -ftl LC y -y Momen... LC z -z Momen... LC sQa 2213 227:: Member Sec Axial[k] max 9.432 :;237> <:•:.:: 4:::;<:: >:: '<':; 4v8< `:<> ...1:::$16 2215 max 9.432 .543 2217 max 9.432 1 .355 >' > 1Ft «- 171 <'. .095 13 <? .033 13 10 .57 1 14 -1.737 11 10 .597 14 -1.925 11 2219 222!: • 10 .598 114 -1.887 10 2221 11 2222: 2223 2224: 2225 12 13 2227 2228: =<...:: 2229 2231 223:::i:::Y.i!!. 2233 ...................... 2235 14 15 16 17 max 9.432 1 -.02 7 .075 12 M max 9.432 1 -.208 7 .137 12 max 9.432 1 -.396 7 .199 12 :SW `86 .::._. `` ...:....'':" max 9.432 1 -.584 7 .26 12 max 9.432 1 -.771 7 .322 12 max 9.432 1 -.959 7 .384 12 <"r`f1i� ;�'.'' >5�848:•= >:1•4: 1492`>''1:a} 401> <��€'4: max 9.432 1 -1.147 7 .446 12 0 10 .572 0 10 .521 ................. 0 10 .443 0 10 .34 0 10 .21 14 -1.694 10 13 -1.422 10 13 -1.07 10 13 -.64 10 13 -.13 10 0 10 .054 13 .458 10 10 .032 12 1.126 10 18 max 9.432 max 9.432 14 : >;�'1 ff: =:> : -:; .#� 463 '14 0• 1<:' -1.335 7 .233 525:::«<:14 .....:.. fl::: :�:::<;:::::;:::;1.....:3�6::; -1.523 7 .46 max 9.432 1 -1.71 7 .632 12 0 10 .713 .r>��......5.843... -- -- 1..........2,2.... �... �.......... 9-----..: 14...........#) : .............�............<83.: max 3.364 7 1.575 10 .444 13 .002 4 .431 :::::::.94:4:0::13•> :»:> 1•i'f14Z » >:::::::7::.:::::::::. 388 :::::..:.1.2:..:::::::::fl:.:: max 3.323 7 1.45 10 .403 13 »19! >����7' < <�<:� »:• ;::: :..34�• »<::..:.1.2�: > < > > >:::D:: max 3.281 7 1.325 10 .362 13 2237 19 2239 20 2241 M57 2243 2245 2246: 2247 224 = 864 .002 4 12 1.873 10 12 2.698 10 1'2' < > »' »'7 12 3.603 10 .328 .236 12 2.181 10 12 1.756 10 12 12 ' >?<'«< 0' <= c14 ''' < -+421 14> max 3.24 1.2 10 .321 13 .002 �:..7t0 ......:.265... ....�€.2..........€1�.......... 1.367 10 1.013 10 .156 1 12 2249 m 2251 2253 3.199 7 1.075 10 .279 13 .002 4 .088 12 .694 10 :14' : •;:333.43s...::6: >:33:43i'•'• >< •;3 -. .031 12 41 10 24•?<€2'«<<0'<< >> max 3.158 7 95 10 .238 131 .002 2255 2257 max 3.075 max 3.034 max 2.993 2259 10 .824 10 .197 13 1 .002 .699 10 .156 13 „f .574 10 .114 13 .449 10 .075 7 .002 -.029 12 .161 10 11 -.052 10 .002 -.02 .002 .006 13 -.231 10 13 -.374 10 2261 2262 1 max 2.951 .324 10 .058 .002 2263 1 max 2.91 7 .199 10 .069 =:> ;<>:>: -14 >< ' <?c9 .002 .021 .024 13 -.483 10 13 -.536 14 RISA -3D Version 9.0.1 [Q: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 128 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • • Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shearfk] LC Torque[k -ft1 LC y -y Momen... LC z -z Momen... LC 2265 13 max 2.869 .074 10 .11 .002 .016 13 -.495 11 2267 14 max 2.828 7 -.051 10 .152 8 .002 4 .005 10 -.389 11 2269 15 max 2.787 7 -.177 10 .193 8 .002 4 .04 12 -.248 11 2271 16 max 2.75 3 -.302 10 .234 8 .002 4 .098 12 -.071 11 2273 2274?. 2275 18 2277 19 2278 2279 20 220, 2281 M58 224128::' 2283 17 max 2.719 3 -.427 10 .275 8 .002 4 .17 8 .14 11 max 2.688 3 -.552 10 .316 8 .002 4 .253 8 .387 11 348 max :aszt ;x max 2.657 3 -.677 10 .358 8 .002 4 .347 N- 2�y� - - % <'�� .:. 1.�<fiI7. <f': ;;il:; i1 % i12r7. i:► i; 2; i{ i ?i5'.V;'': {:ii >'!iG::F.:.f7''' 8 .669 11 2.627 -.802 10 .399 .002 4 .453 .986 11 max 2.297 7 1.116 11 .466 13 .001 5 .378 12 .634 11 max 2.251 7 .975 11 .42 13 .001 5 .276 12 .304 11 2285 2287 2289 2291 2293 max 2.204 7 .834 11 .373 13 .001 5 .189 12 .018 11 max 4111 • 2.158 7 .693 11 .327 13 .001 .116 12 max 2.111 7 .553 11 .281 13 .001 5 .058 12 -.42 11 max 2.065 7 .412 11 .234 13 .001 5 .064 13 -.572 11 •mi ._.... �1: 6:> �2> �>>::.. .'�'1 .............2...........f }..........x..'12........ <�3't. 2 max 2.019 7 .271 11 .188 13 .001 5 .131 13 -.68 11 2295 2297 {2`2299 10 2301 11 2303 12 max 1.972 7 .13 11 .149 .001 .183 13 -.743 11 • 9:......�1.. 4 1 max :4ii .: 1.926 7 -.011 11 .114 5 .001 2 13 :i:: ?i }::1• -.762 11 max ::mire:< 1.879 7 -.152 11 .096 4 .001 5 .25 5 -.736 11 <t28.4€ max 1.833 7 -.292 11 .131 4 .001 5 .269 5 -.655 7 <ri�ilE max 1.787 7 -.433 11 .172 8 .001 5 .278 5 -.471 3 <r:_045 2305 2t18? 13 max 1.74 7 -.574 11 .218 8 .001 5 .275 5 -.218 1 2307 14 max 1.694 7 -.715 11 .265 .001 .284 2 .147 ... 1: 15 19 max 1.647 7 214:; -.856 11 .311 !1.13 ::' :i %E£:42A max 1.601 -.997 11 .357 8 .001 5 8 .001 5 .348 4 ....:'i.1•:.::iii. ii1i1 .555 Axa 1 .438 4 1.04 2 Mitt max ii max F�tre. max .207: .;. �s:'S 1.554 -1.138 11 1.508 7 -1.278 11 .404 .45 .001 .001 5 5 .54 .666 :>' >`: 35j . >'l'1 1.575 2 1.462 7 -1.419 11 .497 8 .001 5 .816 8 2.155 2.779 2 RISA -3D Version 9.0.1 [Q:1...1...1...1Calculations \Chiller Platform 1 -2 snow.r3d] Page 129 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 1+64v • Envelope Member Section Forces (Continued) Member Sec Axial k LC Shea k LC 20 max 1.415 -1.56 11 .543 <::::<:: a : »:::2'183 1 max 3.305 1.943 .385 743 ,;:: e t:5 :> ::; •:385;; z Shea k Tor•ue k -ft LC - Momen... LC z -z Momen.. LC max 3.34 max 3.375 4 max 3.41 max 3.445 1.802 .338 1.661 .292 . 877....... /y{ j 1.52 .246 1.379 .199 0 PTMOMP 0 .217 .154 13 2.322 .04 13 1.731 =' = « »::0 1<: .062 12 1.184 .147 12 .681 12 .224 12 -.19 0 m 3.48 1.239 max 3.514 2335 2330:: 2337 2338:: 2339 2341 2343 ............................... max max Ittirt 1 ax 3.549 3.584 3.619 3.654 2344> 2345 23461: 2347 2348; 13 max 3.7 3.746 ..::................. 1.098 0 .::::................... 0 -.559 .957 .06 0 5 .339 .816 .013 0 .351 )32i< <:� .....::.111:4;:;';° .347 12 -.883 2486;>:. 3.792 m 3.839 max .534 8 Y .0+A 0 !: 5:; ;: .�iYYSi!S:i i.:::ii::i: .394 :127 14 0 • .253 6 .173 14 0 .112 .219 14 0 -.029 -.17 :: =:<:= : > : <::;«: : :. - :::10:::::::4-A54 17 max • -.311 ..........................: 1 max 3.978 7 -.452 s .................. 1288:: :: mmax 4.024 0 -.592 ,mss 2361 M61 v .312 4 0 .359 0 .405 14 0 .33 .297 .25 .189 -1.12 72 :> -1.108 -1.051 IDS 1 .112 ,:.,.. .................. .021 • -.805 -.615 -.101 .086 14 .222 • .207 .59 max 3.898 7 1.241 11 .38 12 0 ... max 3.939 7 1.116 11 .339 max 3.98 7. .99... .297.... 4.022 2369 5 max 4.063 7 .74 .865 11 .256 14 1.003 .492 4 1.46 .414 14 1.122 6 14 .496 5 14 .236 12 0 8 .085 14 .01 11 � ....,.......... :8:..........8..54........5... RISA -3D Version 9.0.1 [ Q:\. ..\...\... \Calculations\Chiller Platform 1 -2 snow.r3d] Page 130 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Jan 26, 2011 0944., 2:19 PM Checked By: • Envelope Member Section Forces (Continued) Member Sec Axial 2371 FXFA 2375 6 OMEN 8 3`8< :flit# 2377 Egn 2379 2 2381 2383 2385 2387 2391 2392 FXM 2395 239 €. 2397 2€ 2399 240: 2403 24fl4 2405 9 M62 2406 10 REIM 16 18 19 20 min Om O® MOEN <r>i�iil 2407 2409 2411 413 24:'1:4; 2415 246: RE I 2448 2419 4 2421 %4:- 2423 4 6 k LC Shea 4.104 4.145 4.187 4.228 4.269 4.31 4.351 4.393 4.434 4.475 4.516 4.558 4.599 4.64 ''x483 »> 4.681 4.536 4.49 3,355 4.443 4.397 4.35 El 0 11 a gra El El El El0 0 • 4.304 1511103 4.258 ammo - 4.219 O O O O 8 9 rift :fIfIfl 10 :�I:iY�I'Ih REIM REIM 4.219 4.219 4.219 4.257 El k LC z Shea .615 .49 .365 .24 .115 -.01 -.136 x1.;:ft -.261 -.386 -.511 -.636 -.761 -.886 -1.011 -1.137 2.266 2.078 1.89 1.702 1.515 6 6 6 6 1.327 1.139 .951 .763 11 1 6 6 19 6 El 6 .576 .388 .2 6 6 6 6 .174 .132 .091 .05 .009 .036 .077 .118 .16 .201 .242 .283 .325 .386 .407 .586 .524 .462 .4 .338 .277 .215 .153 .091 .035 .079 .14 LC El m 14 m 8 8 8 8 8 8 8 8 8 Tor ue k-ft 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LC 8 8 8 19 8 8 1 II 8 8 19 8 Momen.. .031 -.002 .029 .049 .057 .054 .039 8 8 8 8 8 8 8 El REI .012 .02 .07 .132 .206 .291 .388 .497 .626 .411 .222 .059 .072 .202 .305 .382 .434 .459 .458 .431 LC z-z Momen.. LC m FEI BEI m 14 14 m 14 m 14 8 8 8 8 BEI 8 8 IL 8 8 RISA-3D Version 9.0.1 [(2:1..A...1...1Calculations1Chiller Platform 1-2 snows3cf] -.18 -.335 -.455 -.52 -.419 -.235 -.015 .244 .539 .869 1.234 1.635 2.07 2.541 3.047 4.242 3.328 2.492 1.736 1.059 .461 14 10 10 10 El 6 6 6 6 6 6 6 6 6 6 6 6 11 1 6 6 -.059 -.86 -1.141 -1.324 -1.076 6 6 6 6 El Page 131 • Company Designer Job Number : Engineers Northwest Inc., PS : DML = 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial k LC Shea k LC z Shea k 24' 2425 13 4.303 3 .012 ,:,:i..i;,..:�� `- ` =� ».. ,..::�,.. ..... ..... mtr�......,3�..05 .....10.. 2427 14 max 4.35 3 -.176 2: �. . 428:: <><>>;'.;::::;:;;::: .: .:::.:::.:::::::::,:.:r�i ":: >: 2429 ;66 2431 2462:.... 433 << >`. 2435 2437 2;r.. ....:...::....:.....:: 2439 18 max 4.396 max 4.442 3 -.551 t1#.0....3 4.9.......9.t�......:436..... 17 max 4.489 3 -.739 .......... ..... iiiiii irnjni ii <i :3 7... : 1:%!:>•::::i *1:.624 :..: 18 max 4.535 3 -.927 LC Tor • ue k -ft LC - Momen.. LC z -z Momen... LC 6 .45 6 .512 • ......................... 2453 7 454' • 2455 2466 T.. 2457 2465 2466:::: 467 2466' 2469 ......... ..........................15... 247.0 2471 16 10 11 12 13 14 2473 .... 17 .. 2475 18 max 4.284 3 2.152 11 .677 732 .7:. .• .....1>0 .......1€.9"14 ................ K... max 4.33 3 1.965 11 .615 <'?< max 4.377 3 1.777 11 .553 468 0 12 .378 8 -.748 0 12 .299 8 -.341 `4 12 .202 4 .145 12 .176 0 5 .711 :>;::» i# 1 :......: :......4.......... <�..... -..... >:���: x.....1......7.2...:: 0 12 .317 13 1.355 0 12 .519 2.078 13 0 12 .748 13 2.88 11 . ...................... ............................... 13 0 12 1.003 13 3.762 11 12 -.002 14 1.155 13 2.948 11 max 4.423 3 1.589 11 .491 'THE gtili max 4.469 3 1.401 11 .429 >« 3 4 > : 1 max 4.516 3 1.214 11 .367 max 4.562 3 1.026 11 .306 max 4.609 3 .838 11 .244 max 4.655 3 .65 11 .182 max 4.702 3 .462 11 .12 max 4.748 3 .275 11 .058 » 1 �13 .. :.::. .... ............:.:.:.. ...::::,:..:.:.:..:iii. max 4.794 3 .087 11 -.004 max 4.841 3 -.101 11 .011 max 4.887 3 -.289 11 .073 12 -.002 14 .86 13 2.081 11 12 -.002 14 .595 12 -.002 14 .403 5 .585 11 12 -.002 14 _ .299 4 -.045 11 12 -.002 14 .416 4 -.595 11 12 -.002 14 .55 8 -1.067 11 "�:.:..Z045 N 12 -.002 14 .664 8 -1.459 11 • 12 -.002 14 .7.52 8 -1.772 11 12 -.002 14 .814 8 -2.007 11 12 -.002 14 .85 8 -2.162 11 f•:3'�: :S�i::! *::� ' 611'•,111 11....::::1:111..... / ^y may}, }' /y, �yy� ..,, r ..... ...�..,,:,,:: .. T..: �.. �.... ��.. Y�!: i:: ii: i! :��:5•:i.'i'v'::~l�•:���"j �i .......... 12 -.002 14 .86 8 -2.238 11 :...........606 :...:.4:...::::.::. #64...::::.14 ...... 14 -.002 14 .844 8 -2.235 11 ? 1 > _�6 .: ; < :::::::: :::...... < .6:::......::. >:. ......................:,... �2.. .....14.......2.61........6... 14 -.002 14 .801 8 -2.153 11 654..... ..;.t4.....,.2..faQ4.......6... 14 -.002 1.4 .733 8 -1.992 11 8 .�t]I�:.:;::; 1).4.. - .0���0(ryry2K. 14 .638 8 -1.751 11 �If1'/:�:!i"i ".jr� ;.:i:.i� :,' ",i .'' 14 -.002 14 .518 8 -1.432 11 444: <>` »«44<' 14 -.002 14 .371 8 -1.034 11 max 4.938 7 -.477 11 .135 ter-:::::: >� n. max 5 7 -.664 11 .197 max 5.062 7 -.852 11 .259 max 5.123 7 -1.04 11 .321 RISA -3D Version 9.0.1 [Q: \...\...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 132 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 1,6/J 2:19 PM Checked By: Envelope Member Section Forces (Continued) 477 2479 2481 M64 .......... 483 Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ftl LC 19 max 5.185 7 -1.228 11 .383 14 -.002 14 : >: ._.....;; :;r:ia >:: «:: <2: 583 <`<1E�:...1`.4O6<> > >6<�< 441 >;�;; >r00�<� 4 >> 20 max 5.247 7 -1.416 . : ''52#>: ; 1#�.; 4.. :. 2485 .............. 2486: 2487 2488 489 3.137 -y Momen... LC z -z Momen.. LC .199 8 - .55.6_ 11 11 .445 14 -.002 14 0 1 0 i::. -...• :•••.iii*i: ': i: ::::: :iiii:ii' "" = ''viiii'' : iii . •:iii::iii: • ............ ..i :i ::':'i:'i: ii:: •••iiiiiiiiii 5i 3::::':: >:;6.... 006< :: 4::;'::::>=� :<: f#; :> >;::; `1' : ..:::::{ :> s:; : >.. .002 .......'17.........1.... ....�... ............. ...........................:... . ... ......... .............. ...... 3137 1 0 1 0 1 .002 3 0 1 0 max 3.137 1 0 1 0 1 .002 3 0 1 0 max 3.137 1 0 1 0 1 .002 3 0 1 0 9 max 3.137 1 0 1 0 1 .002 3 0 1 0 1 24�� 24iI. 2495 496: 2497 2490:: max max • 0 2501 2502: 2503 max max 0 .002 .002 .002 .. ..... ... ..... 0 o 0 1 0 0 0 25#8; max 2.509 $19: 2511 512 2513 2514 2515 25 #9: 2517 max max .002 .002 2400C1 ........................ max ............. .. . : 0 1 0 1 0 1 0 0 0 0 0 2520 2521 2523 524: 525 526 2527 M65 20 max 1 max 2 max 7 .69 7 .628 ...587...... .002 .006 .006 ............................... 25'x. ......... ............................... 2529 4.986 4.924 6 max 4.862 2 9.2 1.302 7 .442 13 .006 0 .486 .226 -.008 12 12 -.046 0 2� .1 �5Q4 1;805 1.329 .583 -.084 .152 14 -.672 RISA -3D Version 9.0.1 [Q: \... \...1... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 133 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • Envelope Member Section Forces (Continued) • Member Sec Axial k) LC y Shear[ki LC z Shear[ki LC Torque[k -ftJ LC, Momen... LC z -z Momen... LC 1± :.....1.27 .....10 .......,401::: ><: 1 :2 .......,f(03.....:1.2 4.8 7 1.114 7 .38 13 .006 5 .324 14 -1.18 1 _:' ',:::::' +' :'..':'::. `::::1:;' :'<:J ::::.. :...: ...:::i:: .ii' :"':< i:: i:.::: •::.. :. -h:ii i::;i :Y': :':! i:: :: _::;.. _.... :::jy:% :;i..'::i: Yi:::::' % %'. :...:. ;: :::....#t.: ::<::::4: 4.738 7 .926 7 .318 13 .006 5 .47 14 -1.61 :1.0.:.::..:. 694::::;:::::;;:;1:0.......:.. �� ; :> '.;<:;.; :.: . ;::::..:: ::;, :.:. • ...... .. 277 >::;:;::: >:12:; :<>::::<:: :tt03:;<:::::::<:: >1:• :787;:: <::S:t1:: 4.682 3 .739 7 .256 13 .006 5 .591 14 -1.961 4.636 3 .551 7 .194 13 .006 5 .685 14 -2.232_7. 4.59 3 .363 7 .132 13 .006 5 .753 14 -2.425 7 4.543 3 .175 7 .071 13 .006 5 .795 14 -2.538 7 4.497 3 -.012 7 .041 4 .006 5 .811 14 -2.572 7 4.45 3 -.2 7 .097 8 .006 5 .801 14 -2.527 7 < <2.943-<=< <t I< `«< ` =233= <= '1 _' >? > <- 055 14 < ` €?43::> :;<::1;2<:: <:; :- 924:::> :::0:::;: >< :2 X623 ::: <:1E1R;: 4.404 3 -.388 7 .159 8 .006 5 .764 14 -2.404 7 1 ....11.1.7.... 1.4 ... ,1;703.......12 .......�87......... 8 ....... 2.48x.....10.. 4.357 3 -.576 7 .221 8 .006 5 .702 14 -2.201 7 2531 6 max 2533 7 max 2535 8 max 2537 9 max 2539 10 max 284E1 ................ 2541 11 max 2543 IEili3:i 12 max ..::::..:.. ..... ............................... 2545 2I 13 max 2547 14 max 2549 15 max 2551 16 max 2553 17 max 2555 18 max 4.31.1 3 -.764 7 .283 4.265 3 -.951 7 .345 2557 19 max 2. • 14 -1.919 7 14 -1.558 7 „„ g.V„ :� .:T- 3V.vvii4a. :- :"fiY. -? a:. ? ? ?:. fl# #.::::fj S:f::•......-- 4wtiltil:- :iii -: -:::-: Y .. ?:::::�a-a- t: ✓'.S/.�7.: ?::>:. S ?: -1.139 7 .406 8 .006 5 .359 14 -1.117 7 :.:..:.:..:.::... ........: .:....::::.;;;. . 8:.ii i::i =1,45......1.4; 4.172 3 -1.327 7 .468 8 .006 5 .193 14 -.598 7 €;1>0 <' >:` <: 4.125 3 -1.515 7 .53 8 .006 5 0 1 0 1 4.896 7 1.869 11 .363 12 1.907 11 .:.::.:::.. ............................... .538 13 0 4 4.834 7 1.682 11 .476 13 0 4 .151 12 1.159 11 1#I=._ ' ;:9;34:::€ : `'_?;'- >< >.<12 > >:: 4.774 3 1.494 11 .414 13 0 "-47.:4€W- r {;r r ;eh:= :i "r, "ri;!i: - - {: ,S.: ..::. t41'f~,, r;'. �1T2.. 4.728 3 1.306 11 .352 13 ._:...i 1;1:.111 ::..:..:....: ' ::..:::... 2559 20 max 2560 2561 M66 max 2563 max 2565 3 max 2567 max 2598:: >« 2569 5 max 2571 251.2:: m >' 6 max 2573 7 max 2575 8 max 25'76 2577 9 max 2579 10 max 2581 25a 11 max 4 .043 14 .491 11 e'r,'{r'r, ?rk'r� }�..i } ??ii .11�j {. -: ;rk- 8ti!iri'r ?;, 'r,'r,.8 ,4?�ii :.L.�I V':::::: hY • ,4} 0 4 .204 14 -.099 11 0 4 .339 14 -.609 11 0 4 447 14 -1.041 11 4.681 3 1.118 11 .29 13 .........287 ..4 . 4.635 3 .931 11 .228 13 :.......:...............:.:...................:..:: .;;......:::i�:.:; ::.:....m.... �....... - .:.:.:;.::,,:.:;:.; ::;:.:iii::.. :, . ...,225.....- 2........... 0 :.......:......4......._,x#37. 4.588 3 .743 11 .166 13 0 4 .53 4.542 3 .555 11 .104 13 0 4 .587 4.496 3 .367 11 .042 13 0 4 .618 :.i 4.449 3 .179 11 .023 8 0 4 .623 4.403 3 -.008 11 .085 8 0 4 .601 ,. 1....... ....�.756.........�.....,....., 462::,.::.: �.#.::::,,,,.::. � RISA -3D Version 9.0.1 [Q :\... \... \...\Calculations \Chiller Platform 1 -2 snow.r3d] Page 134 • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 OM, 2:19 PM Checked By: Envelope Member Section Forces (Continued) 2583 12 max 4.356 3 ............. X2585 13 max 4.31 3 2....,:. 587 14 max 4.263 i.:.:,:::.:: ....... ......... ;:. ;:.;;iii :::.:::.: ;: ;ii :. <.::::.: ........:::::: :.....� :::::i;::;;;:;; -..: is 3-":. .::.;i:'::r %: �i:..:; 2589 mm 15 max 4.26 1 -.76 11 .332 8 0 4 .256 13 .474 9: :: € :::: >: >: >» :: >::: min ::::> : .(�Q g - x {�. :..1�......:�n54l5?.......Ai ....:::r�� .....�:T ....:... V..:: r.::..:. v� 4�").....:..��. :..: »1165.:.: 2591 16 max 4.26 1 -.947 11 .394 8 0 4 .104 13 1.148 ., ................. .::. :.. i::: .............. trot s :: i ::':::'3':3101T:::::-: < >; 1 <' -1 9 ' ?ss :>- -'4 s g:: : 1:1::: :::::: 'ii : : :::::::::::41:0811::-% ::; : ::: >:: -1 0:. ":::.'> :::' -: .:. .;;:;..;:<.::;..;,: ::..:.�.:;.; :;<::...'1:1........1.99��i: = == <=: ix�:::::::::., 39�:..: � 4:...:::::: i:#?.:::: i:;,;:;, 1: 4i:,iil• �. >:: >::h1::Qf�S::: > >:1 >1::> 2593 17 max 4.266 2 -1.135 11 .456 8 0 4 .099 8 1.902 6 259:4......:...': >; :: °': >: > :}: i;i;ii:11 ;:::i::.. P. :1.:.:.....;:....::::.:.:. ..............mrf�€;::: 3; 9: 35 :::.:.'f::1::::::::- 'x;.883...: #�:..... � 454'i =�:.�.4:�:.:::::#� .....:..14: <�:; »a#76...::.'i4 >: » »�5tY7.. :.:::1:'�.; 2595 18 max 4.313 2 -1.323 11 .518 8 0 4 .304 8 2.734 ., 2596:: > <> ':;:;::; <:a<.;- <: :;<: ;` :'< >« <> «::i:; : :;:-: :: »> < .:: .................... �rtf€...... 3. 77�;;:.> 1:< 1»::::. 2. �#' �: �....... 6.:::::::::._ 61: 5:<.:. 1. 4>:.> i>;: ii:-: :#i >:: »:: » >::::<_:1:4 >: <; X28 : >:: » >::::::.:.;;:;,.:.--0.4#:-- i:;;.::; >;:> .:::: ..... 2597 19 max 4.359 2 -1.511 11 2598: 2599 .58 8 0 4 .536 20 max 4.406 2 -1.699 11 .642 8 0 4 .793 8 3.646 6 8 ............:............:.... ::.:..:::::................. x.......4.4..... ......x.............1.4:::::.:. �'G7:.:::.:..1�.: 2601 M67 1 max 3.181 7 1.825 6 200. 2603 2 max 3.14 .................... . .414 14 7 1.7 6 .372 14 0 12.54 8 0 12 .429 8 4.636 6 605 3 max 3.099 7 1.575 6 • 2 4-A2 14 .331 14 0 12 .329 8 3.074 6 2.579 6 2.12 6 2607 4 max 3.057 7 1.449 6 2609 5 max 3.016 7 1.324 6 x.........,236::. .29 14 0 12 .241 8 1.696 6 .249 14 0 12 .164 8 2611 6 max 2.975 7 1.199 6 R .12 .208 14 0 12 .099 1.307 6 .953 6 2613 max 2.934 7 1.074 .166 14 0 12 .045 .634 2615 8 max 2.893 7 .949 Z16 :::....:: ..:.:..:: :......::.:::.::......:.......: . 2617 9 2619 max 2.851 7 .824 .125 14 0 12 .005 1 t. 6 .084 14 0 12 .031 13 I7 10 max 2.81 ACK 7 .699 6 .043 14 .......066.........'1.1 ..... 2621 11 max 2.769 7 .574 6 .001 14 2623 2625 2627 2 12 max 2.728 7 .449 • - `: >80: ' 13 max 2.686 7 ..f0. . .323 .036 12 .......... 0 12 .048 13 ................ 0 12 .054 13 0 12 .048 13 .35 .104 10 -.105 10 -.278 10 -.386 14 6 14 max 2.645 7 2629 20 15 max 2.604 .198 .077 12 6 .118 12 0 12 .031 13 0 .:...:.:::::: :< >:; >:::: :: >:::::> ::: >::; > :: >::.:....;::;;<.; :.;,::.::. :- i:;:<.:;.:;:...:;.:;.;:;:.i:. ::;12:..::::::.00213 2631 •... 2633 1 max 2.563 -.37 11 -.266 11 7 6 .16 12 0 12 .032 12 �:'fil::: �::i::�µ .. : �::i+:: ?� :..:::::::::: :::Y::;i:�;YS.; .: � . �ii:J; :ii :'. ::: ::: ii ::iii::.:.::::ii:::::::i�:.::. :. {• iY.i 1:11:.1 .' !i ?{U. ; ;.i -: :: .........56..........1.1....... _ry} !��{ ......... .............. .. :p[........,... .... .073 -.052 .201 12 12 .083 12 17 max 2.521 Y., 2635 18 max 2.48 -.126 11 .048 11 7 -.177 6 .242 12 0 12 ::-1 = >> .145 12 .258 11 .....................:..... :::: > :x;81:: :: 1.1: `'` >> 7 -.302 6 .283 12 0 12 .219 12 .503 11 RISA -3D Version 9.0.1 [Q : \... \...1...1Calculations \Chiller Platform 1 -2 snow.r3d] Page 135 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: • Envelope Member Section Forces (Continued) Member Axial k LC Shea k LC z Shea k LC Tor.ue k -ft _2<'' s s'� iiii -.427 .325 1.06 «« .. -.552 .366 �/{�rr!py!���- '37::i:i: -. v. -.:-: -.: � iiii. max M68:::....: 2646A ............:::..:. iiii:.:: 647 4 1.419 VV�I.Y.F' 2.381 _ 2.334 max .996 2.288 •iiii-- ..rr.. r.. r... - :iiii.. MiNF:g max L�•��O 2649 2651 2.241 7 7 .855 :fie .715 .417 14 Momen... LC z -z Momen.. LC .783 < >`: " 1.097 .304 .401 .442 O f� 1.182 11 Ill 1 .371 14 11 ::1:10:84?045g114 1 .221 sl 11 .278 14 1 .133 11 »A /"J{. II iiii r:..1•�Jf�:Liiii .324 11 .232 ...21« .185 14 0 2.195 11 14 0 14 .053 2.149 .574 0 14 .099 ............. .. .:iiii.. iiii.- ............:....: .::::�.�:,:...; �/yr!��a i::.i.V..T.V.Q M'1! .092 14 0 14 .135 14 .059 2653 7 max 2655 8 2.102 2.056 m 2.009 .292 .151 .046 14 11 .023 _: ,: - iii... ::.: ;;:-.; : iii.. ;:. � !.:.. :.......:.:! -.�.: -;; iiii.. 1.963 .01 11 .068 0 .156 1; . iiii ......... iiii... ........:.:...:: ..: mm. . ............................... :;::: :.:.:...... iiii. .:::!.::..: ':' .;:;::� <:... :::.. :.:: : .:.: :.::-::..- iiii ...:....... ;r...::;.; }.�'�� :..; - .;.: : :4 ! :::.. NM :�:::::i:'i ?:::::: : :..:::;::: % %.....t�.!ii'< .::':.::.! �V. ���.::- ;::::- �#:n.:`.;!•::r »1!'][..... A q A f�GG A A -.13 11 .114 0 .134 �..__ - 1.917 .13 1 ;.>:- ;:..;!!.:;:;.;:<..:..:� ::; :::;:; :':q':::««::<:>A.::<::::::;: >; :::::i >:: ::;� ;;.:ii:::.:;.;: ;.:.;:.....:!.:�;: y �y. :;.'iiii .1gi; :. >; >< »::::: -.: >:::: ::iii::ii..... ;;;:<;; a «:;:::•�'. <::<:::i .<:: ; <::::.;:::: :�.tl.�.�4.:::::: >s .::::: ::,QQ'k.::: ::: :..::.:..#3a4........�2; .......'1.,�8i�.. 4: 5::::5 >: >: >:: >:� < >: = =: < ::::::..1?4 � :::... ... - iiii R � } / � ........ K........... i. 13 max 1.87 7 -.271 11 .16 : 0 .108 ::- ' ::::,:::::m:ii: . i .... iiii... rrrr ; :r: .. rrr ! {. .. -- :: rr.: ;!!!_ {: iiii iiii.:. .. .:... .};. 1 ::i�� ; %::5;;:::.:1.4:. ? > » �0.::: > <::<� -; .:.................... .iiii +��. >>: > => ..��%`: ?>:'. a Q .756 -1529 .375 <;; :1:::32 <:< .038 >. O -.255 400' -.503 -.706 -.865 14 64 15 max 1.777 -.412 1.731 -_.694 �J :;!Y! 8 iii... : ............... :::i::i'�/Y��:ji$! 17 max 1.684 -.835 :41. 1 _ 1.638 -.975 -1.116 .207 0 11 .253 0 .129 Q :' •11 .346 8 iiii:- ?:4:..Y. Ilig:::MR23:ft : ,. iiii. 1 -.321 1 .099 • 1/ .563 19 max 1.592 1.545 20... 2680 ......... 2681 M70 1 max 3.104 3 2,026 2683 2,... max 3.139 3A 1.886 ..942 < �6s • 1 .563 1.072 6 O 0 11 .485 1 14 .709 1.625 6 .387 12 81 + 14 .209 - 2.747 2 06 .341 12 14 .114 2.13 2 . :;;.....•��;L•3ti# ..:iiii Lf1:,`,! % % ?; ,.::.:':: .. - .:!.! -:: 2687 -Q x 3.209 x 1.745 1.604 .294 ® 14 .131 .209 RISA -3D Version 9.0.1 [Q :\... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] 1.557 1.028 Page 136 0 0 0 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Pwial[k] 2689 5 3.244 ............ ............................rid 5..1?8�2 >< 2691 6 max 3.278 2693 3.313 LC y Shear[k] 3 1.463 3 1.322 1< << 843::: 3 1.181 206: 8 3.348 ii:•i1•Y.M!N!M 2697 max 3.383 2699 1 m 3.418 2701 11 max 89 2702' LC z Shear[k] 2 .201 .155 .108 1.04 3.453 3.489 .062 LC Torque[k -ft LC -y Momen.. LC z -z Momen.. LC 12 0 14 .279 8 .544 2 12 0 14 .334 8 .104 2 ==: -635 0 `11> 12 0 14 .375 8 -.291 2 .016 ... :. , .013 14 0 14 .409 .06 14 0 14 .391 414.4C .477 lit .401 8 .106 14 3.535 3.581 >1: 1 max 3.628 .336 .195 .152 .199 2 .2f4�i5�y 2 .292 2711 .055 16 m 3.674 7 q • 8 -.086 2713 17 max 3.721 -.227 2715 18 max • -.368 271.6 • d !'� y`� 2717 19 nnax 3.814 7 -.509 .338 14 0 :- .384 14 0 14 .147 RMOOFE. EMU. .431 14 0 14 .276 -4 r .311 .25 .174 .084 -.642 -.948 i 04r - 1.M009(1 y} - 1::21.4P -1.094 -1.053 -.967 -.836 11 11 -.661 ++ :Mkt: 852 >ii -.442 11 2719 20 272 2721 M71 max 4.218 e max 4.249 1.155 max 4.28 1.03 gigliNatI .236 ....:: .195 1� .154 12 0 14 12 0 14 .301 12 0 14 .212 12 0 14 12 0 134 m .069 EM .419 .402 max 4.373 3 .654 0 0 e� B ax 4.404 .529 1 0 max .404 0 9 ! ::iii::::j•: v :iiiiiii::; ..:::...3002..... 14 .046 I-.178 .131 >i :: >- 1:::704::::: .483 0.&56.6 14 .881 11 13 1.084 11 .744 11 .439 .169 11 51'2: • -.065 11 KEIMMEI -.265 -.43 11 11 12 -.559 -.654 1 ill 2737 : • 3 .279 -.026 11 0 14 .043 s ,0 _ 2739 1 max 4.497 154 -.004 14 0 14 023 12 -.669 .. .......... . 2741 11 max 4.528 3 .029 7 .037 14 0 14 -.009 12 -.642 14 RISA -3D Version 9.0.1 [Q: \...\...\... \Calculations \Chliter Platform 1 -2 snow.r3d] Page 137 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan26,2011 444j 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec 2743 12 I max Axial k 745 13 max .... 4.589... Shea k -.096 -.221 -.347 1 4.651 <i8 -.472 LC Tor.ue k -ft LC SMOOM a a Ktig -a_ .202 14 0 a0 14 0 14 14 0 14 tifT sa • max 4.682 -.597 7 .244 ... r ............... m33.':: 1:1>1��� ?E 2753 1 max 4.713 3 -.722 7 .285 2764 .rr.rr...r.rr.. r.. r :.rhlin:% }��; % %1'wQxy; % >::; %: r.:::�_ .. r... ..r :::.i389 % % %: iJ 2755 2757 1 max 4.753 -.847 NEW 4.794 -.972 14 - Momen... LC z -z Momen.. LC -10 < >< = 8<<<1< -.04 11 -.573 10 -.037 14 -.435 10 .054 .116 .19 ill -.261 10 I-.053 1 .326 ,•��9Y'rJlifi. .367 14 14 0 0 14 .276 14 m 14 14 1.132 .373 't 22r't7591 - ' '''.4'''O max :,..1 kigt 4.835 -1.097 .409 0 .482 1.516 10 2760 s <= iii.,:..::«. >% a :::;- :•:.., :...::< >.<:% :«::�<:9��.f�:« ><::.. .:::::.�.f.4.3�.:::: ..::y.,51.3... <:= w€l%2<: €>: ti.i:i .......844...... 111ig :: << :;5489.:::.:.:.3..:: 6 10.24 1 2.061 .626 8 .001 8 .722 14 3.206 10 2765 3 �....r 10.24 1 1.685 0 .502 8 j r .001 0: .299 m % 1.636 max 10.24 1 1.873 p .564 p .001 p .498 14 2.382 10 ..................... m 10.24 216 277.13:' 1 1.498 .44 8 •.:::.f r'Y3; %>�:�: iii �i %i:���li:�[!: �6:M. :..� 1.31 6 .378 .......f�16- 1.122 6 .316 2773 2775 .934 max 10.24 !lI1 max 10.24 10.24 .746 .255 .193 .97 .383 -.125 »1 >529E 27 10.24 .183 `'` 10.24 4 ` =«< 10.24 13 max O 9 ....... ..r ..........:...rrr:.......... �::►nm<� x:'::::6;425» 14 max 10.24 ::►nin: »:: >635: 2789 2793 10.24 ism 10.24 mm .r 10.24 0 .::...:....::.:... 270 ::•v: ::•- .� +�::: ..: �:::..: �:.: .�n�: :•: '. •., [4I.� %: i� %:: %: :i�f- M...... n.. :: +, :1!�. -. : -: n::�4Y.- .Y. -Mi:: .071 W4110- .118 13 .18 13 .241 13 a • .401 -.554 12 -.90Q5 / 0 -1.176 -1.367 10 -1.48 .001 .391 -1.33 .001 .355 -1.025 igg'AODZEI .001/y .292 8 -.641 .:: : ::::.��L:::: .: :: is i..':.1•�2;C;::; +':i % ~�1i�:i:.f".F ":�:: -.568 -.756 -.178 -.944 6 .427 .001 8 .129 MIMED m .261 .985 11 ESS m .... :112 :.' { ::- 10021::: ii•: 1•3Y. ::L %i:: {- ��'JO /�.f[.:ii'? +::�:: :r..:j {ii' -;: RISA -3D Version 9.0.1 [Q: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 138 2802 2803 2$E4 2805 2806' 2807 2801 • Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC y -y Momen.. LC z -z Momen... LC 795 18 max 10.24 1 -1.131 2797 19 max 10.24 .489 13 .001 -1.319 .454 14 1.685 11 .551 13 .001 .673 14 2.464 11 799 2 max 10.24 -1.507 6 .613 13 .001 .918 13 3.323 11 2809 2811 M73 m 9.831 2.��0r74 max 9.831 1.887 11 .875 11 .613 -.002 -.002 14 1.086 14 2.323 14 .794 14 1.489 11 9.831 1.699 11 .551 -.002 14 .529 9.831 1.511 68M. 11 .489 -.002 14 max 11 .428 .....:4Th -.002 14 11 .366 9.8ryy 31 1 .948 -.002 14 .302 .254 mat: L. .408 .734 11 .058 11 -.538 11 -1.056 iliil 11 .304 -.002 14 .549 -1.495 11 max 9.831 6 11 .242 -.002 14 .663 .572 E 1 max 9.856 .384 11 . s 111max 821 1 9.903 .196 m 9.949 .009 44.: 11 825 1 max 2827 i': 9.995 -.179 11 10.042 -.367 .14K: .18 .118 .056 -.006 .019 :2:41160'N .081 -.002 14 4.9 .751 -1.854 4:'2:': ....:2825.. -.002 x:.05« i14 .813 -2.134 -2.336 jy.(( 11 11 2 12 -.002 .849 p -2.458 11 -.002 14 .859 -2.501 i11 -.002 14 -.002 .843 .801 -2.465 -2.35 1 max 10.088 max 10.135 1 max 10.181 m 10.228 ..10.: -.555 11 -.743 11 - 898?= -.93 11 -1.118 11 87 mm 10.274 © -1.306 >� a 'x478` '4,4$ 0 10.32 -1.494 .143 13 -.002 .205 13 -.002 x:005 .267 13 -.002 14 i14 i14 .328 13 -.002 14 11 39 -.002 .452 -.002 i14 .199 -.589 i11 i14 M74 3.214 i .002 10 m 3.214 .002 m 3.214 0 0 0 0 0 .002 0 .......... i10 0 p 0 2847 4 max 3.214 1 1 .002 10 0 1 RISA -3D Version 9.0.1 [Q :\... \...\...\Calculations \Chiller Platform 1 -2 snow.r3d] Page 139 2.861 2863 286`.4: 2865 2868:: • Company Designer Job Number : Engineers Northwest Inc., PS : DML = 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec AFxial k LC Shea k L 0 0 0 2$48:; 849 2850:: 2851 2882: 853 3.214 11 56< max 3.214 3.214 2855 I 8 max z Shea k LC Tor•ue k -ft LC - Momen... LC z -z Momen.. LC 0 1 .002 10 0 0 002....... , ..........0...... 0 .002 10 285ft 2857 858: 2859 9.,:. max 1 2860 2867 2 2869 Z 70: 2871 2873 2874: 2875 2&x:6: 2877 '8 2879 2881 11 max i 12 max .........................13::. max 14 max 1 max 16 max ; . xagi; 17 max 18 max .................iii 19 max 3.214 3.214 3.214 3.214 1 d 3.214 3.214 3.214 0 0 0 .002 10 0 0 0 .002 10 0 0 MOOT: :TAN Q > >` 0 .002 10 0 .002 .002 10 10 0 0 0 0 .002 .002 10 max 1�11� 2883 2 max 7.475 2885 3 max 6 7.475 -.009 7.475 -.009 11 > <: 0 4 .016 004> .016 ® 2887 238 max /.4!5 ::.:... i :: max 7.475 max 7.475 max 7.475 2889 2891 2893 2895 Y � 9 • '1 :'�: - >�<> ` ?:':;:: ;. }; <s> 2899 10 max 7.475 2 -.00.9 11 1 8 7.475 .016 .002::..... .002 .002 .002 0 10 10 0 0 0 .025 0 0 -.003 .002 :::......006:::.:.:: 12 -t3 0 12 .013 12 .01 .014 12 0 12 .006 .018 12 -.009 12 .002 .027 :...:.::.. . : 0 12 .031 8 • RISA -3D Version 9.0.1 [Q: \... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 140 • • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 i sal 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft] LC y -y Momen... LC z -z Momen... LC 2901 11 max 7.475 -.009 11 .016 0 12 -.001 11 2903 12 max 7.475 2 -.009 11 .016 2 0 12 -.002 11 2905 13 max 7.475 2 -.009 11 .016 2 0 12 -.003 11 2907 14 max 7.475 2 -.009 11 .016 2 0 12 -.004 11 �4Kw:�fTi•'iii�i�.�.�..'..�i. ii ii: ii:iiii,.:.......:.. il:r�l�v 1 2909 15 max 7.475 -.009 11 .016 2 0 12 -.005 11 2911 16 max 7.475 2 -.009 11 .016 2 0 12 -.006 11 17 2913 2914; >i> max f.- 68:' €:1]: 7.475 2 -.009 11 .016 2 0 12 -.007 11 2915 18 :mutt: max 11€ 7.475 2 -.009 11 .016 2 0 12 -.008 11 2917 19 max 7.475 2 -.009 11 .016 2 0 12 -.009 11 2919 20 max 7.475 2 -.009 11 .016 2 0 12 -.01 11 2.420 :....., .....................: <........ ION 2921 M80 1 max :..n. £8 �.....1.i...... ».fly: <:: 4.52 6 .005 8 .003 13 0 12 .008 12 .036 8 .043 4 ............................... .052 4 .06 4 .069 4 .078 4 .089 2 099 ... 2 . ........................... .11 2 ...0i2': :: :' 'i:4 .121 2 .103 8 .101 8 .098 .096 8 .094 8 10 :. :'.091 5 .089 .087 2923 28244 max 4.52 .005 8 .003 13 0 12 .006 12 925 3 max 4.52 6 .005 .003 13 0 12 .006 12 :.... ,: ::::;>;:: >;;1 .:::..:1?3.: 2927 max 4.52 6 .005 8 .003 13 0 12 .006 12 2929 5 max 4.52 6 .005 8 .003 13 0 12 .005 12 ................ • 2931 6 max 4.52 6 .005 8 .003 13 0 12 .005 12 2933 7 max 4.52 6 .005 8 .003 13 0 12 .005 12 :eilll::: 2935 8 max 4.52 .005 .003 13 0 12 .005 12 293.38;6; >>> > >n » >> 2937 9 2. 938:_ >: :: :> : : : ::: > : ::: : :: :: max .....:...:... .......... 4.52 .005 8 .003 <i�nin 13 12 .005 12 ............... 0 2939 10 max 4.52 6 .005 8 .003 13 0 12 .004 12 Mitt 2941 11 ���ti ':`$ >'ii'ii`)i}Sii)l:ijJSiii: i' ;;:ii:: 2943 12 max max 4.52 .005 .003 13 0 12 .004 12 4.52 .005 .003 13 12 .004 12 079 8 .:......... is •: iiil: .077 8 2945 13 max 4.52 6 .005 8 .003 13 0 12 .004 12 tniit 2947 14 max 4.52 6 .005 8 .003 13 0 12 .003 12 2949 15 Mit max 4.52 6 .005 8 .003 13 0 12 .003 12 :': 2951 16 max 4.52 6 .005 .003 13 0 12 .003 12 0 2953 17 max 4.52 6 .005 8 .003 13 0 12 .003 12 .075 .072 .07 .068 8 .065 8 fa RISA -3D Version 9.0.1 [Q :\...\... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 141 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabay Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: too/At Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] 2955 18 max 4.52 2956 =:::» > is < <:: >:: >:» < < >< <_< _;< >i >ii:::i..> .. ......... ......... ..........mr�..:. 499::. 2957 19 max 4.52 LC Torque[k -ft LC Momen.. LC z -z Momen... LC 29�� ` > » > }:>: :€ >" 58. 2959 � ,,.,:,... ::,:.,.. :..... 2066; 6 .005 8 .003 .005 8 .003 20 max 4.52. .199 .005 13 0 12 13 0 12 13 0 12 .003 +12 .063 .002 12 .06 .002 12 .058 .002 12 .086 .002 12 .083 8 .003�� 12 .081 8 iiig14:: .003 12 .078 111:1 .004 12 .075 .004 12 .073 8 ................................. ............................... .005 12 .07 8 .005 12 .068 2961 M81 1 max 2.513 2963 .008 1 -.004 2 max 2.513 2864: �>: <�<<.�` €;:�;v <; >� >< >`::;.;�.:.: .:......... ......:............... :........ rf ilt� ..:.: ::1:.23: > >'s 2965 3 max 2.51�{3. 2967 4 max 2.513 ...::::: :.•:.:i;.;r.; ;.} :;i mjt3 ;.;- '.1:.23'4 :;'. 2969 5 max 2.513 2970 r- » >: < >:'::? >: <.:> :<irl►0 : > '. 2971 6 max 2.513 2972 2973 7 max 2.513 2975 8 max 2.513 O�q max 2.513 2979 10 max 2.513 2981 11 max 2.513 248' �r>:::;::>::;::;:;:;;;;;<::< :<:;.<:: % >:_<:::: %:: %::.: % >:::; :............ ......... .......... r.»iir�:..:. :1:..23'4 2983 12 max 2.513 • 81:: » >:: . ........................ 2985 13 max 2.513 298. - .'.- 2987 14 max 2.513 6 .008 1 -.004 - 00 6 .008 1 -.004 .008 1 -.004 ryI ii gi ...._.1.13.........0 6 .008 1 -.004 6 .008 1 -.004 6 .008 1 -.004 ..........:...= .::;..,D06:::> .008 ut7 :: 10 0 8 10. 0 8 10 0 8 10 0 8 8 . ...:. -.1.3 10 0 8 .008 1 -.004 ge6 .008 1 -.004 ..:.:..ice!!/ ........:.... �. Y. 10 0 10 2989 15 max • 2991 .:....... ...:.......................16 max 2993 17 max 2995 2997 19 max 299a 29.99 20 max .0041 3001 M82 1 max 3003.: . ............................2.. max tat {`> 3 005 3 max 6 .008 1 -.004 6 .008 1 -.004 <« .: .. 537....... 1.0...........OQ6:::: >::�> ..................... .............. .....:: 6 .008 1 -.004 6 .008 1 -.004 .007 .063 10 0 8 .007 12 .06 8 10 0 8 .008 12 .058 8 10 0 8 .008 12 .055 �j i::1i: 10 0 8 .009 12 .053 .009 12 .05 8 ..'1........,.447....... ,.'I.O........ 06..:..:3 2.513 6 .008 1 -.004 10 0 8 = :'. ...... :.....306........3..........:. 11:..:::::::..1.3.: 2.513 6 .008 1 -.004 10 0 8 8 4.:: ::..1...:.,....007 .:..;; .:' 2.513 6 .008 1 004 10 231< ...1.1.........00'7 ..... ....... .......... ............... . ...,......14........_006 _ 3.............€�:..... - 0 8 18 max 2.513 6 .008 -.004 10 0 8 2.513 6 .008 1 -.004 23; 2.513 6 .008 is ;.;....... ..... ...,.. ......:. 8.711 2 1 -.004 -.011 11 .029 10 0 8 10 0 8 2 0 8 ..'f ♦:•;:, •• i4i:::::j �i4;:;i�:i ":';1011 ;f:; {iiii:' �:I::!: :i!':::'i'L:;' l:'...: .01 12 .048 «; : .01 12 .045 .011 12 .043 .011 12 .04 .012 12 .038 .025 4 .054 12 ................ .................... .023 4 .059 12 ;jf}:;Tlyi 8 .021 4 .064 12 8 8.711 2 -.011 11 .029 2 0 ::64„ ............. ::::::::::: 8.711 2 -.011 11 .029 2 0 RISA -3D Version 9.0.1 [Q :1,.. \...\...\Calculations \Chiller Platform 1 -2 snow.r3d] Page 142 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 20111/4 2:19 PM Checked By: Envelope Member Section Forces (Continued) 3007 30Oi< 3009 Member Sec 5 max >::rr Axial[k] LC y Shear[k] LC z Shear[k] 8.711 2 -.011 11 .029 LC Torque[k -ft LC -y Momen... LC z -z Momen.. LC 2 0 8 .018 4 .069 12 8.711 2 -.011 11 .029 2 0 -.011 11 .029 3014 3010 3017 3014 3019 max ::I:L1ttx�: max max 33.022 021 3023 024 3025 3fl26. 3028: 3029 max :miff 8.711 8.711 8.711 8.711 8.711 8.711 8.711 2: :: .029 .029 .029 .016 .014 .074 12 12 8 4: 12 :'€4> .005 .004 8.711 :::..... ..... 8.711 .029 .029 SOW 3033 34< 3035 max max <r�itiE: 3037 3t#: 3039 3041 3042 3043 3044 3045 .15 M83 max 8.7R ^^R11 max .034 max .034 max .034 -.011 -.011 8 10.541 8 10.43 8 10.32 max .034 8 10.209 .029::..... .029 .029 .029 ...................... .029 .042 .042 .042 0 0 BRIE: 0 0 .132 OttliggiR .144 -.002 .. -.003 -.005 .167 .182 2 Eigiaiiiing >1 f .197 2 0: :<:> ::> ...... 44 -.006 12 -.008 12 3050:: 3051 3053 Orit 3055 3057 max .034 Ekttiilit .03.4�}y�,}� 10 9.988 1 9.878 9.767 9.657 .01 AC1 :.00a > .042 14 .01 .042 14 .01 lad .02 -08 ........... :... .033 14 -7.035 MUM :111% -8.761 14 !Mar glg - 10.479 14 >1 - 12.188 1093 .034 8 9.546 1 .042 14 .01 10 .047 14 - 15.582 RISA -3D Version 9.0.1 [Q: \...\... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 143 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: va/mi Envelope Member Section Forces (Continued) Member T. AxialIk,] LC y Shear[q LC z Shear[k LC Torque k- ft) ...015........14 ..55.347.......14 . Y.1 3 . . 3061 11 max 3f 62. 3063 3•.'.!i'!4j 3065 12 max max .034 .034 11 .034 8 9.215 LC y -y Momen,.. LC z -z Momen.. LC 7........1........3.. 9.436 9.3}25II 3067 14 max .034 as?. 3069 15 max acme 3071 16 max 3073 17 max 3075 :................: -': 1.8«, max 3077 19 max 3 , .................... .; :.min::. 3079 20 max 1 .042 1}y� .042};,yy[[ i:; f"S"' .Y.4.. 1 .042 14 .01 10 .06 14 - 17.266 ::... 7; :: ><•5;••> :> <;- X03:«.;.. < <::: <:: r: �1�3 <;. >•.;.8..::..:.31....56 ? < 14 .01 10 .073 14 - 18.942 1.4 .01 10 .087 14 - 20.609 14 8: 14 14 7.861 1 .042 .034 8 7.75 1 .042 .034 8 7.64 1 .042 .034 8 7.529 1 .042 .... gliiyt,.:...E At : ?:MrG7a7{}i```.:1J q:1 .034 8 7.419 1 .042 3081 M84 max M33. max t1'tir1: ::................. 3085 .. ::..:........:........... 3.:.. max 3 :' » »>- >.j <> ><«:I > <> m n 3087 4 max : '`:`.' <> '> ' ' >» < :> > > >< :rt "if 3089 5 max 14 .01 10 .1 14 - 22.268 14 14 .01 10 .113 14 - 23.919 14 ;;:.:. <::fi 03�<.: �»_:>;• 7:.:..:.::... k305;.:»>.>.: :i�.::::::42,.7:'�.3::::::1:::. 14 .01 10 .126 14 - 25.561 14 143:.......... ......:8... -... :. _ t1Q3..,.,... .i`..........,34:1.........6... ,...45. . 14 .01 10 .14 14 - 27.195 14 14 .01 10 53_ 14 - 28.821 14 ...2 .... ,..8..........0.86::;;: 034 8 7.308 1 .042 :::;1::1::::::::; -. t1 ;:3::. .034 8 7.198 1 .042 0 1 5.02 .016 .: �:.:.� :.::..:::.:.....� .016 .. ......:::<:::: : ::.:...:' €:3'? »: "1:::::52 >. 0 1 4.725 1 .016 30? 3091 3093 14 .01 10 .166 14 . >•:: >:• .:8.: 14 .01 10 .18 14 :...O 'ROW: igtgt 33 >�1< <'i3?; 14 0 6 .334 8 14 0 6 .312 8 14 14 14 0 6 0 1 4.578 0 1 ...... ........................::.7:.: max 1 .016 14 0 6 i i'::' i A052 4.431 1 .016 14 0 6 .29 .268 8 - 31.597 <: »55:623 > <:: .246 8 - 32.768 14 14 14 4.283 1 .016 14 0 6 .224 8 - 33.924 14 in4 .016 14 0 6 .202 8 - 35.065 14 0 1 4.136 �...; :.:;:.:;:.;: �--- �--'::.;;:-: ;:: ;::.- � ;:= »: ::<::: :. ;;- � - > -': �•-:>;:.;:.;.;:.:.::>..:: �.:.;:.;:.;;:-:....:: : >;;;:_�:: >,.:- :: .:::::..:: >;:::..:::..;:.:::;:::. ;;: 0 1 3.988 1 .016 14 0 6 .18 8- 36.192 14 giiit Rigi = := 1:<::;«<:2 185 •:. t. -1:2< ;<. , :<052::'''' iltil . >.< 002 :: <:1?4 : STK. ' '''' €'''-' -1 0 1 3.841 1 .016 14 0 6 .158 8- 37.303 14 3095 8 max 40I :........... ............................... ........... ............................... 3097 9 max .... .... .......................... .......:....................... 3099 ... ............................... 10 r 3101 1 3103 31:#34:: 33 105 31 �: 3107 EMU 0 1 3.694 1 .016 14 max 0 1 6 .136 11 «<4 :: [41435 „ >1 -38.4 14 3.546 1 .016 2x67.6 12 max 0 1 3.399 1 .016 :•;; ;:. : <::;:; �. �:::.::;;.;: ;;:- ::.::::;:" :sue •; %: :>:- ;;:: 13 max 0 1 3.252 1 .016 ............................. ............t�2it�...: >; <i�� >'> > >1 >?' >?i2��Qt#3=�12 >`.:::._052> 14 max 0 1 3.104 1 .016 2.957 1 .016 0 1 2.81 1 .016 15 max m n ..........: :........... 16 max RISA -3D Version 9.0.1 [Q:\... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] .114 8 - 39.481 14 6�i�i:i 6 .092 8 - 40.548 14 6 .07 8 -41.6 14 >11• >:: >: >: >- G34> > 14:: » -70 458> > <'i<: : 6 .048 8 - 42.637 14 6 .026 8 - 43.659 1:0 6 .004 8 - 44.666 14 14 Page 144 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) 3113 f� 1867 3115 18 max 0 1 2.526 Member Sec 17 Axial[k] LC y Shear[k] LC max 0 1 2.662 1 z Shear[k] LC Torque[k -ft .016 14 0 .016 LC -y Momen... LC z -z Momen... LC 6 -.007 14 - 45.638 11 'S 43 ... 14 0 6 0 14 - 46.434 11 : > <.. ., 3117 3119 3120 3121 3122: 3123 3124- 3125 3126: max 0 7777. 7777 max 0 'it max 0 max 0 3127 31 >2 3129 3130: 3131 $132: 3133 :1:34 3135 3137 31:8: 3139 31:40: 3141 3142: 3143 3145 3140: 3147 3'1;48 3149 31 >50` 3151 3162 3153 3155 31:86: 3157 3'188: 3159 8168; 3161 3163 $164'. max min* 0 ........... .. 0 2.276 .348 .334 .........1.3'4' <;:i:< .325 .317 6 6 1'i 6 4 .308 ............ .. .299 «t .29 .281 17 .17 .17 .17 .023 013 ' « 77,77 .yy023 .023 .023 0 Mar 14 14 412 14 .023 .023 .023 .031 .048 .066 .084 .102 .12 .138 .156 -50.4 - 50.468 14 -50.501 14 - 50.533 14 83 . , :.. .654.......... - 50.564 14 >'1 - 50.594 14 .174 .192 »83:665 - 50.679 0 0 0 .023 • 13 >< ' .023 .023 - 50.823 0 0 -3; .193 .184 .175 M86 max >i1;Eir�' max .023 .023 .023 -.003 .335 .353 - 50.882 3 max :7777 ........ 0 �..'�}yp��... ";�ii�: .. 0 1 -2.238 14 -.003 .018 14 -.003 11 .147 - 45.931 i73 - 44.996 4 RISA -3D Version 9.0.1 [Q: \...\...\...\Calculations \Chiller Platform 1 -2 snow.r3d] Page 145 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial k LC 3167 MI max Mee 0 max 0 Shea LC z Shea k LC Tor•ue k -ft LC - Momen... LC z -z Momen.. LC 0 0 -2.273 .018 -.003 .135 s .018 ss :. .123 -43.082 max 0 -2.344 : -.003 .112 : max 0 -2.379 -.003 11 .1 : s a max 0 ' -.003 11 .088 8 -40.098 14 ....;:G:Y'.•i iiiiii �: :.:. �w: F.�i:•ii: ..:::i��Y/.�iil�i ... �YM ?iii'ei max 0 1 -2.45 ' -.003 11 .076 - �J�µy4y/�Mn.Jx{ 9 4 `i Vii. P i ?ii1i,. ;,;J}�..■■4Qy9�yy 6 8 ii i:'' .....::.l�l��:'iii+ .....::�V:�f�f <ii aft al $ 0 -2.521 14 0 -2.556 14 .018 .018 -2.627 14 .018 ........... :... :... -2.662 14 .018 -2.486 .018 0 3187 .1 max 3189 ® - .............................. 31 OZ 3191 max 0 >� 698 .018 >: «:: > -2. 3193 -2.733 14. .018 3195 .18 max 0 -2.768 14 .018 $ > -5 14 > `- 026 -.003 -.003 -.003 -.003 $ � s .041 .029 yyyy,.� .017 .005 - 32.609 31.j3�#9��9]] $.$ o :`3i8i:2S - 30.173 .011 14 $ :- :::51<:�658 < >> - 28.932 .004 14 .019 14 s > <49''' - 36.981 635952 - 35.912 3197 19 -2.804 -.003 sn -27.677 e : 3199 2 max M87 I max ... max max .009 .009 $ 3217 max .009 IMO .1EREME:iiiiik RISA -3D Version 9.0.1 [Q:\... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] -2.839 .018 -4.481 .013 -4.507 .013 -4.534 • .... rf -4.56 .53': -4.587 -4.613 7 -4.64 :is 14 1 -4.666 MOOSE -4.693 m .013 .013 .... .013 .013 .013 .013 IMO �a..: .013 .... -.003 MOON 4s .006 -€10 11 .034 I • s : m .034 - 28.447 :4115? D .031 • - 27.028 .006 © .026 14 - 24.164 .006 .024 -22.72 .006 .021 - 21.267 giggle IOW" ;i:at. .006 .019 - 19.806 .006 ?00 !f:' .006 CO - 16.859 BE Ai Page 146 1744 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: '4 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC y -y Momen... LC z -z Momen.. LC 3219 10 max .009 -4.72 14 .013 .006 .011 14 -15.373 14 Miff ----------------- - - - - -- ---- - - - - -- 3221 11 max .009 8 -4.746 14 .013 8 .006 7 .009 14 - 13.878 14 3222 .........................:.... <14' 3223 12 max .009 8 -4.773 14 .013 8 .006 7 .006 14 - 12.375 :lam 3225 13 max -4.799 14 .013 8 .006 .004 14 22!441': 14 - 10.864 14 JJ�.a�yy �:4 (�� :! 3227 14 max .009 8 -4.826 14 .013 8 .006 7 .001 5 -9.344 3228 iiiYVi:M:ft. 14 3229 15 max .009 8 -4.852 14 .013 8 .006 7 .004 8 -7.816 14 3280: 3231 16 max .009 8 -4.879 14 .013 8 .006 7 .009 -6.28 3233 17 infix; max .009 '1:4> 0:::1:0E:10:41-0-080::: > 410-:0::::0400V 14 8 -4.905 14 .013 .006 .013 -4.735 11: • t4= 3235 18 max .009 8 «a -4.932 14 .013 8 .006 7 .017 8 ��} �i::' �ry :':::: #::�iY:i::�::�:lMX:�v!:�: �= :�:4:�: ::�:::i-1�YMi i...:�Y ., �.' "•�1• � : • :• .': •j::i -3.182 :5.IY^I5 a: 3237 19 max .009 8 -4.958 14 .013 8 .006 7 .021 ...... .....00;31: = ::......1.......... tl`1.�....... 8 -1.62 3239 20 max .009 8 -4.985 14 .013 8 .006 7 .025 8 -.047 rnirt 3241 M88 4.......... '......... max mit# .113 8 -0: ' !}1 iii;: 19.048 1 1:•:: :N :• • .034 .057 .046 14 152.389 3243 2 max .113 8 ,nJ'<: 19.048 1 .034 8 .057 2 .04 14 144.369 3245 3 max .113 8 19.048 1 Wit ii:: >:: '.c,i42<:-':' ..: .034 8 .057 2 .034 13 136.348 ETU 3247 4 max .113 8 19.048 1 .034 8 .057 2 .028 13 128.328 3249 5 max .113 8 04.1548; i�::: 19.048 1 1314 14#?44 8 .057 40 ::.':;;S:MR►T.ii : -iiii 2 .022 13 120.307 <4 1 14 1 14 1 3251 ..... 6 2$z ....................... .......... max .113 8 19.048 .034 .057 2 .015 13 00 29.0M 112.287 3253 7 max .113 8 19.048 1 .034 8 .057 2 .012 5 104.267 325, $46 4 3255 8 max .113 8 19.048 1 .034 8 .057 2 .023 4 96.246 :t>1 `.:f342: 3257 9 max .113 8 19.048 1 .034 8 .057 2 .036 8 88.226 Waif 3259 10 MOP max .��0. 42 . :.4.: .113 8 : i44 19.048 1 .034 .057 .05 .9..55.E ..,,. ..., 80.205 3261 3263 11 12 max i max .113 8 ••••••r• j .113 8 .#1442. ::::::: 14.. 19.048 1 19.048 1 .034 .034 .057 .064 X14.................:. ..:.::.r 8 .057 2 4• .078 8 8 72.185 ANN 64.165 3265 13 max .113 8 19.048 1 .034 8 .057 2 .093 8 56.144 3267 14 €'i11i�1< max ::..::.042..... 14.: .113 8 9:,�►548 « 19.048 .034 8 .057 2 .107 48.124 3269 15 320' ?k'? max H .113 8 19.048 1 .034 8 .057 2 .121 8 40.103 ii: Gi: %':' .l :: ^:•iiY.:'• .:.:.•.:iSii: ?i:iY +i`'.:..iiii: iiii.: .:' {i1.S46E: d 3271 16 max .113 8 19.048 1 .034 .057 2 .135 8 32.083 RISA -3D Version 9.0.1 [Q :\... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 147 . ...................... . • Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: icy/. Envelope Member Section Forces (Continued) Member Sec Axial k LC 3273 1 max 113 113 s 3277 1 max .113 -1�4r Shea k LC z Shea k LC Tor. ue k -ft naz ntt 3285 sAs 3287 M89 1 max .013 .......................: .013 max .013 $s: s 17.515 17.515 17.515 17.515 17.5.15 17.515 17.515 .034 .057 LC Momen... LC z -z Momen.. LC . 6:t 82 .15 24.062 034 .057 .164 16.042 .034 1< :::::::........... .034 .057 .057 .003 -.047 .045 .003 -.0y�4�•7, .041 .003 .003 14 14 6 max 3299 10 17.515 p a sa: s 8 17.515 .003 -.047 .015 a a : ; << 17.515 .003 -.047 .012 ::i %00.V. iii':i: .:: :: ::g0M..i jii::i 17.515 .003 -.047 .008 14 14 14 -.047 - .0447:... -.047 .` -. 6 -.047 -.047 NOV -.047 11 11 11 11 11 8.022 ...................... .01 10 140.12 .0798• 132.745 � 3 2 . . { 7 {4 5 .037 (�� .034 m 01y max .013 Y O O ss: 3301 11 s - 3303 - ®m Imo .013 8 ss: max IN s sss sab 125.37 3.346:` :3 117.995 17.515 :g'.."'igl""i"""1"1:""::ig""""1"1 f 17.515 .003 s • s 17.515 1 .003 -.047 58.996 =WEIN 14 -.047 .005 13 51.622 ' 484.. -.047 .006 /[•�/{ ii$ 13 44.247 - .047 .007 14 36.872 16 max .013 17 max 1 max max max 17.515 17.515 17.515 17.515 .009..._... ..01 14 •43'�:14i 79 .0/,� }1/ {1/}�� 14.748 y� .. >.- >:�01:8: >iPi :'i7Y1fYS:::ii .012 14 7.373 .014 14 .005 10 .013 -.047 29.497 �JQS 22.122 - "a g#I . >`� >` ::'::8::135::::: >?> =01`f ` 410 ;:ss• • s 2.266 1.99 2.739 .295 -1.932 .011 s .::::.:..:. . ts::>:; �� . 3:4; <: >�2 ' '' >:l<1`> `0;:969 > >�> .,2 > < >:::::. - 7 4 « <sil3.....6:4�$<<; ::: >> >%<:1< >' >I>` 3323 2 max 2.266 6 1.99 6 2.739 5 .295 14 -1.83 12 -.131 11 2.4 lowntemai MEI ,r.OH3:::::;:::::2::082::.<:: .....1#235.::, . in ::::::;::::::96.9.::::::::::::i::: - :<:1::> ::>:;::,400 >:::::::;:: RISA -3D Version 9.0.1 [Q: \... 1...1... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 148 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 (A/Ap Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec 3325 max Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft] LC y -y Momen... LC z -z Momen.. LC 2.266 1.99 6 2.739 .295 14 -1.728 12 -.261 11 3 3327 4 max 2.286 6 1.99 6 2.739 5 .295 14 -1.626 12 -.391 11 3329 ............... 5 max 2.266 6 1.99 6 2.739 5 .295 14 -1.524 12 -.521 11 3331 6 max 2.266 6 1.99 6 2.739 5 .295 14 -1.422 12 -.651 11 3333 7 max 2.266 6 1.99 6 2.739 5 .295 14 -1.32 12 -.781 11 .74 . 3335 8 max 2.266 6 1.99 2.739 5 .295 14 -1.218 12 -.911 11 rte ; 3337 9 max Y •4 ;2Q82 2.266 6 1.99 6 2.739 5 .295 14 -1.116 12 -1.041 11 ebbe 3339 10 >fi31: Max .,'1,1........x' 2.266 6 1.99 2.739 .295 14 -1.014 12 -1.171 11 3341 11 max 2.266 6 1.99 6 2.739 5 .295 14 -.912 12 -1.301 11 3343 12 max 2.266 6 1.99 6 2.739 5 .295 14 -.81 12 -1.431 11 3345 13 max 2.266 6 :11K x.:33 1.99 6 2.739 5 .295 14 -.708 12 -1.561 11 3347 14 max 2.266 1.99 2.739 5 .295 14 -.608 12 -1.691 11 3349 15 max 2.266 6 1.99 .... ............................... 6 2.739 5 .295 14 -.504 12 -1.821 11 3351 16 max 2.286 6 1.99 6 2.739 5 .295 14 -.402 12 -1.951 11 rrrl~� 3353 17 max 2.266 6 1.99 6 2.739 5 .295 14 -.3 12 -2.081 11 3355 18 YiIu max 2.266 6 1.99 2.739 5 .295 14 -.199 12 -2.211 11 6 >% 3357 19 max is 2.266 1.99 6 2.739 .295 14 -.097 2. 12 -2.341 11 3359 20 max 2.266 6 1.99 6 2.739 5 .295 14 .007 4 -2.472 11 .W.2::: is �•.$'$$$$��' . 3361 M91 1 max 2.007 2 -.007 11 -.911 14 0 1 5.5 4 -.015 11 Wiirt 3363 3365 2 max 2.007 2 -.007 11 -.911 14 max 0 ........................ 2.007 2 -.007 11 -.911 14 1 5.21 4 4.92 4 -.014 11 ::::.......... ........ -.014 11 �.......... � .........7.6.1:... 3367 4 max 2.007 -.007 11 -.911 14 0 1 4.631 4 - .01113 4 11 3369 5 max Min 3371 6 max 2.007 2 -.007 11 -.911 14 2.007 2 0 1 4.341 4 -.012 11 ;:: > :::............. .:........1.........1..435....: -.007 11 -.911 14 0 1 4.052 4 -.012 11 3373 7 max 2.007 2 -.007 11 -.911 14 0 3.762 3375 8 max 2.007. 2 -.007 11 -.911 14 `#Y > ":1 ...............61 0 1 3.472 4 -.01 js 11 3377 9 max 2.007 2 -.007 11 -.911 14 0 1 3.183 4 -.01 11 RISA -3D Version 9.0.1 [ Q:\. .. \... \... \Calculations\Chiiler Platform 1 -2 snow.r3d] Page 149 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: vOlin Envelope Member Section Forces (Continued) Member Sec 330 Axial k 10 max 2.007 11 max 2.007 LC Shea k L -.007 -.007 z Shea k LC Tor. ue k -ft LC -.911 14 0 -.911 11 -.911 . ::.. ............................... M92 ::: max max MaX max 17 max 18 max max 20 max V max 2.007 2.007 ...: A20 2.007 2.007 3404 s. aro 34N 3411 : 2: 2.487 •2 1'6 max 2.487 4 max 2.487 -.007 -.007 -.007 .. -.007 -.007 :.:::............... 2.839 Momen... LC z -z Momen... LC s -.009 -.008 -.007 2.893 2.604 i.. 2.314 -.911 24275:: -.911 -.911 14 0 2.024 -.007 0 1.735 -.006 0 1 1.445 -.005 ?s" 11 1 11 -.911 -.911 m 1.156 -.911 14 0 -.911 14 0 -.911 2.688 0 .462 14 2.839 2.688 .462 14 2.839 2.688 .462 14 111 92 <» 2.839 2.688 .462 14 max 2.487 MOM max 2.487 2.839 2.839 10762.'' 2.839 » 2.688 3413 7 max :` :`< max 2.487 2.839 2.688 €;::.1::782 .839 2.688 3419 1 3421 1 ax 3423 12 max 1 max -1.499 14 -1.399 462 -1.299 : -' : :::;::.::.692: '' : ' <�867959> .462 -1.199 ................. -.168 -.353 :: -.537 -.722 k -.906 :i -1: ;4 .: p -1.091 -1< 762 € » -1.275 e 2.688 5 .462 14 2.688 .462 14 2.688 .462 14 _.688 .462 2.487 6 2.839 2.487 2.839 * 1 max 2.487 2.487 2.839 Mania 2.839 -.999 128 6 -.898 :::::.&$.43:1:: -.798 -1.459 -1 644 11 e -1.828 11 -2.013 11 6 6 -.698 12 -2.197 -.598 -2.382 11 14 -.498 12 -2.566 RISA -3D Version 9.0.1 [Q: \... \...\...\Calculations \Chiller Platform 1 -2 snow.r3d] Page 150 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: o/h, Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC 3431 16 max 2.487 6 2.839 2.688 5 .462 14 3433 .. ...... ......................... 17 3435 18 max 2.487 6 2.839 6 2.688 5 .462 14 OKI max 2.487 6 2.839 6 2.688 5 .462 14 y -y Momen.. LC z -z Momen.. LC -.398 12 -2.751 11 -.297 12 -2.935 11 -.197 12 -3.12 11 3437 19 3439 20 max 2.487 6 2.839 6 2.688 5 .462 14 -.097 12 -3.304 11 >tt1 max 2.487 6 2.839 6 2.688 5 .462 14 .004 X3440' mT in 344}}1}} M93 1 3443 2 max 1.707 10 0 10 -.814 14 0 1 5.25 4 -3.488 11 4 -.003 10 -.003 10 gni09.9ggg :10 -.003 10 ,Thn:i max 1.707 10 0 10 -.814 14 0 1 4.974 3 3457 ::. . .::......... ....:.:...................:.... 3459 10 max max max 0. 1.707 10 ::;654? 0 10 -.814 14 ';:';2:62$'::; 1.707 10 0 10 -.814 14 0 1 4.697 0 1 4.42 max rm>< max max max 1.707 10 1.707 10 0 10 -.814 14 1.707 10 1.707 10 10 -.814 14 10 -.814 14 0 10 -.814 14 0 10 -.814 14 •:;,:. .. #� > >._`' ,.......365 0 1 4.144 3.867 0 1 3.591 y [ii iii' % .::i:: {i ii;: �:. i.y � : f' 1:''''Y.!i 0 1 3.314 Vagata 0 1 3.037 4 . -.003 10 -.003 10 w fm -.003 10 -N -.003 10 i.Q.. 4 -.003 10 IggiZOTA 4 -.003 10 -.003 10 4 -.003 10 4 -.003 10 ..::i•i�Wft %.!3i 3 iii::::.i.�`a5�?� '•'i: X+iS5.28:' �:i N:i'i max 1.707 10 0 10 -.814 14 0 1 2.761 3461 11 3463 12:.;: max 6211:;::::;'..:.. 1.707 10 10 -.814 14 0 1 2.484 max 1.707 10 10 -.814 14 0 1 2.208 3465 13 3467 14 max 1.707 10 0 10 -.814 14 0 1 1.931 inK • max 1.707 10 0 10 -.814 14 0 1 1.654 .•in 3469 15 max tf3 0 10 -.814 14 1.707 10 •• ............. • 0 1 1.378 3 3471 16 max 1.707 10 0 10 -.814 14 4 -.003 10 4 -.003 10 ' -: -.003 10 -.003 10 3473 17 3475 18 3477 19 max 1.707 10 0 10 -.814 14 0 1 .824 .. ':) iI •' '•: iii'. :,: !iii•: ri •' n�n� = :•: max 1.707 10 0 10 -.814 14 0 1 .548 -.003 11 max 1.707 10 0 10 -.814 14 0 1 .271 3479 .. ............................... 20 .. max kph 1.707 10 10 -.814 14 0 1 -.004 8 4 > 3481 M94 1 max 2.429 7 1.475 11 .553 13 .007 .............. ............................... Milt ISIONW 4 0 4 -.003 11 12 -.002 11 1 0 1 3483 2 max 2.367 1.287 11 .491 13 .007 .22 13 -.503 6 RISA -3D Version 9.0.1 [Q: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 151 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Ajdal k max 2.305 max 2.243 LC S ea k LC z Shea k LC Tor. ue k -ft LC - Momen... LC �:1�1•i �:':-:- ..l54<K.F::!fi:i� .: �`����i i:�::- ::1;4 <. `!f :i,'+.M�:��ii:;i 1.099 11 .429 13 .007 4 .413 a ;91.2<<�<G ....:5: ?: 4':::�<1:4 %� 7•`:;•::.:�3��:u i .911 11 367 13 .007 4 .581 }may;/ 8 > % <•. :fa4:::�::: >::� a3t> <%:€ ��E::%<%:' is :;1:4<:: %i %:::'::.::.6... :,.., max 2.181 .724 11 .305 13 .007 4 .722 2.119 .536 11 .243 13 .007 4 .838 a 2.058 .348 11 .181 13 .007 4 .927 47::::: 1.996 .16 11 .119 13 .007 4 .99 3497 lat 3499 max max max m 1.934 max 1.872 %ti ::1t$55 1.81 3501 11 max 3503 .:....... ....................::::.12�:. 1.754 3505 1 max 1.708 ♦ .061 C 9 i:X/�:1 i:i• -.215 .071 -.403 11 .133 -.591 11 .195 -.779 11 .257 -.027 1.671 .319 ®max 1.702. .381 -1.342 11 .443 max 1.749 17 max 1.803 3517 111 max 19 max 1.926 3820 E3:23W 3521 M95 1 max 2.535 3519 20 max III max 2.535 max 2.535 -1.718 -1.905 11 a 0 .003 0 0 0 0 0 .003 as sa• a0 .007 .007 .007 1.027 z -z Momen.. LC 13 -1.536 13 -1.829 13 -1.806 -1.467 • < -2 256' -1.179 1.039 1.024 .983 1 .007 007 .504 .007 .566 .628 .823 .704 ..... • .558 .408 .327 .539 -.812 13 .16 13 .764 6 1 .448 35.26: 4(171 2.535 3529 max 2.535 3530: 3531 3533 3535 Max 2.535 0 0 0 0 0 0 0 0 a a s .003 0 .003 002 € >' :Iri .003 0 .003 .003 .003 0530: .............. ............................1'0 �< <''i��4� ......' 14............ 1i............ 1.....,,.,. .,..�.............1.........,., 0 0 0 0 0 0 RISA -3D Version 9.0.1 [Q: \...\...\... \Calculations \Chiller Platform 1 -2 snow.r3dj Page 152 Company Designer Job Number : Engineers Northwest Inc., PS DML 99136045 Sabey Data Center - $DC - 42 Jan 26, 2011 2:19 PM Checked By: • Envelope Member Section Forces (Continued) • Member Sec 3537 9 max Axial[k] LC y Shear[k] LC z Shear[kl LC Torque[k -ftl_ LC y -y Momen... LC z -z Momen.. LC 1 0 1 0 1 .003 6 0 1 0 1 1 0 1 0 1 .003 6 0 1 0 1 2.535 3538:42:::„:„ 3539 10 max 2.535 540 ::: .... . 3541 1 max 2.535 .003 6 0 1 0 1 rt,0: :1 : : >% 3543 12 max 2.535 3545 13 max 2.535 3 .003 6 1 0 1 1 0 1 0 1 .003 6 0 1 0 1 0 1 0 1 .003 6 0 1 0 1 0 1 0 1 0 1 .003 6 0 1 0 1 1 0 1 0 1 .003 6 0 1 0 1 1 0 1 0 1 .003 6 0 1 0 1 TAM 0 0 1 . 003.........8 .:.....:.:0:...::......; ....:..::: 0 1 1 0 1 0 1 .003 6 0 1 0 « < €1 < < <1 <> < _ 1 =<< < 1 .003 .... 6 ...........0 ..: ...... 1..........0....... 11 1.993 6 .467 12 -.001 12 0 1 1:1:06 0 3547 14 max 2.535 3549 15 max 2.535 3551 16 max 2.535 3553 17 max 2.535 3555 18 max 2.535 3 3557 19 max 2.535 3559 20 max 3561 M96 1 max 2.535 - .I/00[5y ....;:- :01.6:» <S 2 max .057 3 max 3567 4 max .119 3569 5 max 3:.. .242 3571 6 max .304 riili> 3573 7 max .366 35f.4i 3575 8 max .428 3577 max .49 11 1.805 6 .405 12 -.001 12 .184 12 -.709 11 ::: ;;;y;;. ' :. ` '::: iiii:�f` isi::: i::...ii: ^iii:»'.i.. :i: •iiiii ^. i::Y-: .iiii:i:: ii: .iii 11 1.617 6 .343 12 -.001 12 .341 12 -1.34 11 11 1.43 6 .282 12 -.001 12 .473 12 -1.891 11 11 1.242 6 .22 12 -.001 12 .579 12 -2.363 11 ::�<:;•«<. :...::.:::- <:;:.: -::< /!ate- :«::«<.<:«: >�:. =� .a ...... T�255 :: :i : 13:i. }: ? - 40O.::i:i: i i s...... 11 1.054 6 .158 12 -.001 12 .658 12 -2.756 11 ...:......... . 11 .866 6 .096 12 -.001 12 .711 12 -3.07 11 .:•- : .... Y .... ..f. ........3.6..1'........ .. . 11 .678 6 .034 12 ` -.001 12 .739 12 -3.305 11 11 .491 6 -.006 14 -.001 12 .74 12 -3.46 11 6 > >. :70 €i < <:' _:0:.... 005 :;<>< <<': '::1.3`:'.::;,};:. 11 .303 6 .056 14 -.001 12 .715 12 -3.537 11 4:005:' 2> <_,..k11 > "<[< >> 11 .115 6 .118 14 -.001 12 .664 12 -3.535 11 11 -.073 6 .18 14 -.001 12 .588 12 -3.453 11 >': 11 -.261 6 .242 14 -.001 12 .485 12 -3.293 11 005 ::: "::;:,> ';'; - . - �4�`::'�' <i' i< - :' {� - �j�i ... 11 -.448 6 .303 14 -.001 12 .356 -3.053 11 11 -.636 6 .365 14 -.001 12 .201 12 -2.735 11 3579 10 max .552 3581 11 max .614 3583 12 max .676 35134M:::Ti:MOMMiggiNi:: Miff: 3585 13 max .737 3587 14 WSSCMMTMIRNMEMNU ax .799 3589 15 max .861 RISA -3D Version 9.0.1 NM_ \...1... \Calculations\Chiiler Platform 1 -2 snow.r3d1 Page 153 :90.90 -2.337 -1.86 -1.304 -.67 .044 0 36917?'; 3591 3592: 3593 3.59:4: 3595 . 9 3597 X� 3599 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26 2011 2:19 PM Checked By: • Envelope Member Section Forces (Continued) Member Sec 3601 3:6:62:: 3603 ........... 3605 .aa Axial k LC Shear k LC z Shea k • Y ry/�!/!,�� ?.?%'i�...M!...... ' {:w.��:YF.1RT>i:!� 1 LC Tor ue k -ft LC Momen... LC z -z Momen.. LC -.824 p 11 -1.012 .427 .489 -.001 -.001 12 .019 12 -.04 14 -1.2 .551 11 M97 -1.387 .613 • ill -1.575 0 .675 ....: vv.�..4T.•:if.'ii$i: ....: v:171:.1::::::. 1.348 m 3607 max aka 2.782 .784 4.00 .i• © max 2.72 .596 2.666 .409 E m its m 2.619 2.573 .221 .531 14 14 a 13 -.001 _0 12 .179 -.001 12 .424 -.001 12 .004 .695 11 11 11 11 11 11 .407 .004 .004 .21 .395 2 -.414 -.749 ... 11 11 its .345 .004 .553 -1.006 .283 .004 .685 -1.183 1 .004 .792 -1.281 .159 13 .872 -1.3 .033 =k2 .098 `R#>> .926 (Q� - rr1��.239 3 '111 m -.155 0��3jj8QQ� .954 eta 12 max 2.438 2.438 -.342 .956 -.882 6f; giNgP8Mg: -.718 .179 .004 .004....... .932 .882 -.208 0 max 2.473 -.906 .241 • « - 21:2 .004 .805 .247 max 2.519 -1.094 11 3629 15 max 2.565 if tttt... $S max 2.612 3631 1 -1.281 11 -1.469 11 .303 .365 .004 .703 13 .782 .004 4 .575 13 1.396 R .427 98 .004 2 13 2.088 3633 1 max 2.658 -1.657 11 .489 8 .004 4 .253 2.86 1 . Mg.t )42Ng git 3635 18 max 2.71 -1.845 11 -2.033 11 3637 1 max 2.772 .551 .004 .613 .. ......... ........ . 3639 20 max .8 4 2 3 6 -2.22 11 .674 i 3641 M98 1 max 2.454 ..... ............. .004 4 .199 :iftaig MP:" .421 3.711 4.641 .004 4 .692 .003 5.65 RISA -3D Version 9.0.1 [Q :\... \...\...1Calculations \Chiller Platform 1 -2 snow.r3d] Page 154 2.454 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 G✓iic 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] 3643 2 max 2.454 LC y Shear[k] LC z Shear[ki LC Torque[k -ft LC -y Momen... LC z -z Momen.. LC .003 2 0 3645 3 max 2.454 .003 3647 3&4 max 2.454 .003 tt 3649 5 max 2.454 m 2.454 1 .003 .003 0 max 2.454 .003 2.454 >8' »; .003 m 2.454 1 m 2.454 3662 1 max 2.454 .003 Zigh .003 .003 0 0 1 WIM AR MANN 6: m 2.454 .3664: .003 4111 366t 3665 1 3667 1 m 2.454 2.454 :.• 1 m 2.454 .003 A102 ';';; 1 max 2.454 8 1 .003 © 0 102;- .003 III 0 Afg 3673 3675 1 ax 1 m 1 .003 2.454 2.454 0 0 0 Y - - max .003 ....................:. .003 0 0 .003 m 2.454 .003 M99 MaX -.002 11 1.712 10 .432 -.004 388`' 3685 .06 .122 ':ii..... 1.26 =,:... 11 1.525 10 sa m 1.337 10 .371 .309 .184 11 1.149 .246 m .961 ® -.004 KOMMAKI .247 12 -.004 -.004 • .169 .185 -.004 MIN max .308 11 .7`73 J .123 12 -.004 `[ 6 m .37 11 .586 10 .061.... -.004 •: '•:.:iiii , i:: i:: :::.iii :: :...:.:...: ...:: • i;:.i;:.i:• ....: ::•.::: :....... r. 6 ........ �.: -:: iii ;;;iii; }:.: ?i:.::...::;: iii: is :h;iii:i$:•; i : :.: -::�.� ./y�.: :::...: ....... .. �I. iL .. ........S�X.T!'...... ... +:�.i :i.:i•:tii4.�/.��::iiv: �!:�:iv�.:v:�'v:•-1. :. .�ii:`i! i$�i 8 max .432 11 .398 10 0 12 -.004 12 .636 12 .429 -.621 -1.164 284 -1 :627 ...:::1:,00?`:' > .585 .623 -2.011 -2.317 12 3695 - ff2�..5j4jj�3 MO] .;•:4F 003 t` : -2.69 3 RISA -3D Version 9.0.1 [Q:\... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 155 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[kj LC y Shearlk) LC z Shearjkj LC Torgue(k -ft] LC y -y Momen LC z -z Momen.... LC 3697 9 max .493 11 .21 10 -.04 .................. - - - 3699 10 max .555 11 .022 10 .022 «s ;j SID 3701 11 max .617 11 -.165 10 .083 r 3703 12 max .679 11 -.353 10 .145 14 -.004 12 .426 3705 13 max .741 11 -.541 10 .207 14 -.004 .309 > ; >::.;: ;::r:�atl:i 3707 14 max .803 11 -.729 10 .269 14 -.004 12 .165 3709 15 max .865 11 -.917 10 .331 14 -.004 12 -.005 t!gia: 3711 16 max .927 11 -1.104 10 .393 14 -.004 12 -.2 3713 17 max .989 11 -1.292 10 .455 14 -.004 12 -.272 TON %:,.:.j:: ::: zz 3715 18 max 1.05 11 -1.48 10 .517 14 -.004 12 -.067 iF! 37#. t3. �;:.;.;;<;<..:::: :; >; <; >:; >::; :.:_...:: ;- .;,:.:; .rt�l�:...: >... �. �i6�;•:;•:; .8;.;:.: ;::�.::1�2�< <'.....::,� .. .... .::. 3717 19 max 1.112 11 -1.668 10 .579 14 -.00.4 12 .16(41 9�ii ::ii: > ::iiiiiiiiiiiii:i::,::: ; >:.::::::::.. ............... 1......................................._............. � P.... ............................... 3719 20 max 1.174 11 -1.856 10 .641 14 -.004 12 .42 3120: ROA 3721 M94A 1 max -1.324 10 .01 13 .03 8 .002 4 .058 i :ii ::..; �..... -«<;: iiiiiii: is :::::;,«<<>::<'::<::<::: <:::::; :: :: 01; 3723 2 max -1.324 10 .01 13 .03 8 .002 4 .055 13 .1 13 312.4�ii'...vi::iiiii. <iiiiiii:�:�i 3725 3 max -1.324 10 .01 13 .03 8 .002 4 .051 13 .09 13 • .......,... .i .. .: �::::.... �:�....�;:::::: . � Yi:. ?i}(- i:.:F4�i % % ;: :,:..��� %iF: ii:: �.. .:,:..:,.,:.: .:... : ..:::.::.:.:.�;..:..::::: a�i�.::.;:.>:. �.: 1: 59::::: ::'i:::::::,:. ;.ff2;�,,,,� ;1:2. ,;,;:<;.t�21: >;::::;:�.4::> :;;;;.: ;:;##. ;:;:; » %:: >:: >:........... ... .............. 3727 4 max -1.324 10 .048 13 .08 13 ....................................................................... ......:.:,.::::::.01 3.03 :.:.:::.... 8• ::.::.::::.0024•:.; :;.::•;-;.:.:;::.;.:;;:-;;;:. :::...;.::.:.:;.;:.;::.::...;:: ;.:: ::.:.: �y -: t�,;.;;: %:;;:; >•..-:::;:;�:;:,' ...`i:'.'.. f}`• i? �i< i�•,,''' �i'? �fz< iE' EiEE���i': ?'�'7i'��'�:z'EE3i::: �s <ii iiii.•ii.'•.�`•i'r >i iiitiSi:6i aiiiJiii> i mil. .:: ::: �..� �itk; >:: ' %';;:: ;.;:.; :.��:: �:, �.�.; .::;:.: � .���.';;;'.; � •:: �....: ........... ...........�................. ........� . 3729 5 max -1.324 10 .01 13 .03 .002 4 .044 8 % 3731 6 max -1.324 10 .01 13 .03 8 .002 4 .041 . - .. ..:�::�.,`...,�::�_::: >: >. -;>;� :.;:. >:.;:. ;i:- :. : -:. M.:�5 .:.. ::.7...-..:::.::<;::.#23.<;: >:> -::9:,�`�: %:;:::;x:0,21::;::; :: •`:1:4:......... 4: ..:.:: "t4..:..:...tt�f5.:;:; >.:: 3"732 .................. ..............1,..........m�z�. ,.,..:4.....8.. 3733 7 max -1.324 10 .01 13 .03 8 .002 4 .037 9 >> <: " >T::> =#?23 >: >:<::1::2 > ><: -0 >> . >€4: <1 > `;`:itt3'F:<i�' 3' X34:-:::: :::� <� »::< >:� >: >:= ; >�:: ><:< <�:; . >: .::: ;;<:> 3735 8 max -1.324 10 .01 13 .03 8 .002 4 .034 :::; .;:::;.::: ::i <;::.``:::::�' -�� - -;::;: ;:::`• -:;:: %:: �;:: % :: %:: � "' -: - �;;% k; %:_;;::: "-- ::::iii;:i:::i� :`•': � %'::;::; ;•,;•.: %_ : <;i:::ii::y- ';ii::i:: iii;:: :. >•::::- =:i::2ii::::;-- � > - -�:: •.::::iii:: _14726:- >:: % %:: % % % % % %;,:: iii*` %:: >; >:;::' %:' >::: >: % %::::� >: >: irk%::%% z - 4;.4:69' :':z:: ':; ?:::, :;::. -:# >sf:: + - >1: = b �.....1 •. , } ...:14. ..... 3737 9 max -1.324 10 .01 13 .03 8 .002 4 .032 �7��;.;:;.::•' f.• i:•:: S::: i::: ::�ii:i::.::::[::ii::i::i::jj:: •[�11�.> :i'.. -... Y.iY.Y.......7i.. 3739 10 max -1.324 10 .01 13 .03 8 .002 4 .029 3741 11 max -1.324 10 .01 13 .03 8 .002 4 .027 ........... .... .:.::: .:::::.::::::::::::.......:: .; ';.;:';::.: :.., "iiii i::i... >i ::i::ii ::i::i " " " "•:i':: i:> ii ":: "`::: iiii::i::ii; .. :. :: �::ii::if: -:i::':: >�:::: �:i::i::ii <::i; .'::i ii i:: is <::: %:::`:i':::::::iiii::i:...;::: �- ii::;i;:: 3743 12 max -1.324 10 .01 13 .03 8 .002 4 .027 3745 13 max -1.324 10 .01 13 .03 8 .002 4 .028 -IX ma�(c....:.. i• r:. <,.:;<;<;<:i:,;• « ::: > <;< <.<:::; :;<:- :,:,.,: < 5 > <> > ': s <` ='1 ,,.:= y�,�ee�y. g.>2.i >> '1a < "?'? #j' ><> << >1 ' '> f €< >< 3747 14 max -1.324 10 .01 13 .03 8 .002 4 .028 ......::::::. .............. ; :;7::• :.::;.:;- :;- ;,:E���•:;< %; �.;I:�. 0 '::: >.:::. <. ............. 12 -2.758 .238 12 -2.747 12 -2.657 12 -2.487 12 -2.239 12 -1.912 3 692ii:� 12 -1.505 3 12 -1.02 3 14 -.455 3 14 .188 3 '1t 14 .911 14 1.713 13:.:.;;:. ;; .109........13... 13 .071 13 13 .061 13 13 .054 5 .048 ........................... 5 .041 5 5 5 .035 3 .028 5 3 .031 2 - ill >1 3 .038 2 1:4006V 24VM 3 .046 2 RISA -3D Version 9.0.1 [Q:1... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 156 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC .01 13}} ......... -G023% %: :;1(,•r•: .01 3749 1 max -1.324 10 3750: 3751 16 3753 max -1.324 10 13 z Shear[k] LC Torque[k -ft LC -y Momen... LC z -z Momen... LC .03 8 .002 4 .028 3 .054 %::?314,;:(1 • €= ......021........x.4::; »i .................9........... .062 .03 1 max -1.324 10 .01 3755 1 3756 3757 19 max -1.324 10 .01 03 :023 3. -1.324 10 .01 max -1.324 10 1 13 .03 x_021` 13 03 .002 4 .029 . 002 >1 .002 .03 .031 .. ..... .075 .091 3759 2 m 13 .03 " > <rA �2 ▪ 002 .034 .107 13 .03 .002 .036 .124 3761 M95A -3.047 10 .026 3763 3765 -3.047 10 .026 : { '1±4 m -3.047 m - 844'4]a .026 .025 12 .001 4 .025 12 .001 .001 .052 .162 .05 ....................... .047 ax -3.047 .026 .025 «« s03 .001 E m -3.047 1 i max -3.047 10 srm II 4i4:; m -3.047 m -3.047 »x 464 : -3.047 10 m 10 3779 3781 E 1 ax 10 .026 .026 .026 ..'': . #14:43:" .026 .026 1:4 .026 .025 .001 .144 .127 .11 .093 .025 .001 .025 ....:. 12 .001 .035 13 -"DOW: a .032 : : :::0O:: .025 12 .001 .029 2 .001 ism 10 .026 .028 .027 .041 .025 1 1 max -3.047 m .026 «84 .025 .001 .028 -.001 : 0 << 10 E 13 max -3.047 ........33;34: "::... m .026 .025 .001 .03 .003 ......, 3333: 14 max -3.047 10 .026 .025 .001 0 .032 .008 <µ ...333.3:. 10 1 -3.047 10 .026 :1.43.4 37 1 1 max -3.047 .025 .001 .026 .035 .039 .012 .017 10 max -3.047 10 .026 .025 ><`: .001 .042 .026 »3341 1 ax -3.047 10 .026 .025 12 .001 .046 .038 < 464 -3.047 0 max 10 .025 .001 4 3799 mm -3.047 VAP 3801 M96A : 1 max -2.584 10 .035 7 -.01 10 .049 4333 » :' w .025 ® 0 .053 0 r.:.. ...333....3 , : : > < : : >; : :- ':;.;:.;::..:,.:.; : ............. ............................... 12 -.01 10 .127 7 RISA -3D Version 9.0.1 [Q: \...\... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 157 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: tqy,„ Envelope Member Section Forces (Continued) 3842:: 3803 3604: 3805 3808=: 3807 3 3809 3$1:0 3811 3813 81 3815 3817 Member Sec �E max -2.584 -2.584 • max -2.584 10 max -2.584 10 m -2.584 10 4 6> MEg m -2.584 10 :;.: »:_ „._..,:6.; ::5:3.1`aC:::: of f m -2.584 Shea k L 01 >' ,035 .035 .035 .035 .035 .035 z Shea k LC Tor•ue k -ft :0 -.01 N 1 » 028 LC - Momen... LC z -z Momen.. LC 2 -.01 10 028. -.01 N ::« *::2g 1 :::::..028.::::. 1 - 2.584 .. 1 .035 f 1 r1 _'1,5g 1 1 1 1 1 :.- 5:::'360 B 8 1 : l a -2.584 1 1 1 1 1 1 : !MAXIM 0 0 .108 2 #3< '' .089 -.008 4 -.007 .051 .033 .016 © .004 12 -.009 Ij 1 m -2.584 .830 E ®max -2.584 m 10 -2.584 N max -2.584 10 16 max -2.584 1 ><» GO< .035 .035 .035 011 %...... .035 .035 _01 >f 0 .002 -.03 11 -.01 10 1101: -1E0E21 1 1 O :11111Mill 3833 .035 -2.584 10 max 1 • 1 .035 my 1 :. 10 .035 >`0 ....:. „< 02 -.01 1 .,:.. 0 -.01 10 0 -.01 10 0 1 0 1 0 .005 .007 .01 -.036 -.043 -.049 -.055 11 .013 1 -.061 10 ffs -.068 i 0 12 .018 .021 -.074 10 -.08 10 3841 M97A *4:Z 3843 36:44' 3845 3848 3847 3849 gml 3851 max -5.121 10 max ...................... -5.121 10 .059 iJ.059 ::002: 2 10 • 10 -.02 10 0 ® -.024 m .191 3 . 1• 1 0 -.022 � 1 :. u:I0tFi /i`.Jiii ..:::Y1liiiSii 1 .::. 0 -.02 1 1 0 12 -.018 10 .102 3 -5.121 1 1 -.02 .::l:Yiiii:V :•i: ii ?iiiiiii y',� iiilfi'iiii: i ::]ii : �!{� 1 1 -5.121 1 1 -.02 1:g10',r43 1 1 :::. :- 037 5 -5.121 1 1 -.02 6 MaX -5.121 10 .059 j ova 1 -.02 3853 7 max -5.121 10 .059 • 10 M.4.1r 0 1 0 12 -.016 FEMEMBIl Mow§ gittr. 1 .043 3 !+iii ::f. Page 158 10 RISA -3D Version 9.0.1 [Q: \...\...\... \Calculations \Chiller Platform 1 -2 snow.r3d] .073 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec 3855 8 max Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ftQ LC y -y Momen... LC z -z Momen.. LC -5.121 10 .059 3 -.02 10 0 12 -.011 10 .015 3857 9 max -5.121 10 .059 3 -.02 10 0 12 -.008 12 -.005 12 .36,58q 3859 10 max µ's0 -5.121 10 .059 -.02 10 12 -.005 12 -.023 12 Toy 3861 11 max -5.121 10 .059 3 -.02 10 0 12 0 7 -.04 10 3863 12 max -5.121 10 .059 -.02 10 0 12 .006 3 -.054 10 ' » EI01 3865 13 max -5.121 10 .059 3 -.02 10 0 12 .012 3 -.068 10 3867 14 max -5.121 10 .059 3 -.02 10 0 12 .019 3 -.083 10 3869 15 max -5.121 10 .059 3 -.02 10 gi:g00:10 1St 0 12 ::............:.. .025 •:11 -.097 10 3871 16 max -5.121 10 .059 3 -.02 10 0 12 .032 3 -.111 10 3873 17 max -5.121 10 .059 3 -.02 10 0 12 .038 3 -.126 10 3 = _ ........ ............................... 3875 18 max -5.121 10 .059 3 -.02 10 12 .045 3 -.14 10 3877 19 3879 20 mob` <>> ....,.. ......... ...................... max max :5.121 10 .059 3 -.02 10 -5.121 10 .059 3 -.02 10 12 12 .052 .058 .... -.154 10 -.169 10 Envelope MSC 360 -05: ASD Steel Code Checks 1 Memb.. Shape Code C... Loc[ft] LC Sh... L....... Pnc%om.. Pnt/om [..Mnyy /o... Mnzz/om [k -ft] M1 W18X. • .432 6 1 .152 0 1 219.122 308.383 20.11 165.918 Cb 1 Eqn H1 -1b 3 M3 5 M5 7 M7 9 M9 11 M11 13 M13 ,,.„ 15 M15 17 M17 j. 19 M19 21 M21 W18X.. W18X. W18X.. W18X.. W18X.. W18X.. W18X. 1'. W18X.. W18X. W18X. • .647 • .410 • .528 • .532 ..307 • .524 • .287 • .569 • .565 • .411 0 0 8 0 1 1 1 1 6 1.158 1 <D? €> 1 0 1 8 1 0 1 6 1 2 y4'258•361 6 1 219.122 0 1 187.311 8 1 187.311 0 11 219.122 .. 258.361 0 1 :f87 6 1 219.122 C1:1 ' 1 187.311 012 <`2 4:1 054 8 0 1 219.122 :::ice " >;`•.':s .011 .141 062 .065 .109 .009 .099 .052 .141 1 187.311 308.383 308.383 20.11 165.918 2 i 1 H1 -1b 20.11 165.918 1 H1 -1b 308.383 20.11 165.918 1 H1 -1b 308.383 308 x°13; 308.383 308.383 20.11 165.918 1 H1 -1b 20.11 165.918 1 20.11 165.918 .1 20.11 165.918 1 H1 -1b H1 -1b H1 1b 308.383 308.383 20.11 165.918 1 20.11 165.918 1 H1 1b H1 1b >F 1 •i >'>> 308.383 20.11 165.918 1 0 ' If: li� (- i(l;ii:;iiii��5]'r,:;:iii:!+i H1 -1b RISA -3D Version 9.0.1 [Q:\...\... \...\Calculations \Chiller Platform 1 -2 snow.r3d1 Page 159 H1-1b Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope MSC 360-05: ASD Steel Code Checks (Continued) Memb... Sh • Code C... Loc ft LC Sh . L. . Pnc/om...Pnt/om ..Mn /o... Mnzz/om k-ft 25 ...... 27 29 31 33 35 M25 M27 .644 ,411 .291 M31 M33 M35 PIPE IOW .268 .318 0 0 0 6 0 6 .951 0 37 M37 PIPE .942 0 39 41 M39 M41 PIPE „Ie •:;;; PIPE .319 MEM .316 0 0 43 45 .. '•":" 47 M43 M45 48 M47 PIPE PIPE PIPE .328 0 .314 .247 0 2 49 M49 PIPE .233 0 51 M51 PIPE 53 55 57 .379 2 59 M53 .480 M60 61 63 65 M62 .104 2 4.632 0 0 .196 ErE1=WIEN 8 0 n.012Erp 001:110 IEEE 6 MEI gloo6 0 mi 0:1111 HEED 6 Mil REatitra 11.005 0 MU ffEARnMO il.i7o 0 MO 4Aa ::010 fl 0 IEJ ciamirmao Et ME 0 III 1143EMEMIN IEENEM 0 110 EICEE111 11E1.093 0 IP ENUtril0 111 111131MIN BI-077 0 13 IEUZIONE In048 0 la KEIPPEISEJ o DEEM IMO 0 LI EllE11131E1 MEI EIME El -WM m.082 0 ;MEM 1111-003 nE3 ICKINEME/M11 EIMM E1.007 0 MP mama 4 8 .223 0 8 .091 0 6 8 rn rm 6 .083 :OW 0 .059 .071 0 258.361 308.383 20.11 219.122 308.383 20.11 454.7 601.796 61.128 484.412 454.7 601.796 601.796 61.128 61.128 484.412 601.796 84924i 61.128 63.184 63A: 63.184 63.184 43:184- 63.184 63.184 45384 63.184 63.184 64.024 64.024 640: 64.024 64.024 64.024 -WM 64.024 7.275 7.275 7.275 7.275 7.275 7.275 MEE 64.024 7.275 63.184 e3A 64.024 7.275 63.184 63.184 96.284 6 0 6 115.057 110.767 96.284 96.284 8 8 71 M73 .224 4.421 4 .089 06.8 .067 076 .054 473 .081 .485 .163 0 0 8 6 6 6 0 6 .005 0 96.284 110.767 115.057 64.024 7.275 64.024 132.635 132.635 132.635 132.635 132.635 132 „ 132.635 132.635 132.635 7.275 :17:2 10.834 10.834 10.834 10.834 10.834 10.834 10.834 10.834 96.284 96F 132.635 10.834 15.399 'M390 15.399 31.042 3i:042 31.042 165.918 165.918 431.381 441.617 430.351 441.617 7.275 7.275 7.275 7.275 7.275 7.275 7.275 7.275 7.275 7.275 25.364 25.364 25.364 25.364 24.406 25.364 25.364 25.364 14047 25.364 - Code ... - Code ... Cb 1 1 1.022 2.038 1.02 2.026 1.69 1.695 1.576 1.827 1.695 1.696 eft0 1.832 1.7 1.692 1.69 1.265 2.578 1.652 2.12 1 1.842 1.222 1.602 1.193 n H1-1b H1-1b H1-1b H1-1b 1:11EllEN H1-1b H1-1b H1-1b H1-1b H1-1b H1-1b H1-1b H1-1b H1-1b H1-1b H1-1b Itiggeggig. H1-1b H1-1b H1-1b H1-1b H1-1b H1-1b H1-1b H1-1b RISA-3D Version 9.0.1 [Q:\ ..\...\...\Calculations\Chiller Platform 1-2 snow.r3d] Page 160 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope AISC 360 -05: ASD Steel Code Checks (Continued) Memb.. Sha Code C... Loc ft LC Sh... L... ..... Pnc%om.. Pnt/om ..Mn /o... Mnzz/om k -ft Cb 77 M83 NAP W18X... .339 6 1 .111 0 .....:8..........1............0 W18X... .510 1.895 1 .016 2 79 M85 '# >� €1FtI8E3: 81 M87 W18X.. 83 M89 W24X.. 85 M91 87 M93 PIPE .. . .300 0 1 .099 .318 0 1 .111 .771 0 4 .143 0 E 1 219.122 308.383 20.11 165.918 1.589 2 258.361 308.383 20.11 165.918 1 H1 -1b `H • '"111::01,"*:-:): H1 -1b 1::::187131.. >3E�3bi3: >; ; : :::: . � I#;€: f>€ �> ��59�'1 6�` <: >:::;::;;1::::1.6�►:;:::�: >:; 1 219.122 308.383 20.11 165.918 1.591 H1 -1b .M94= 89 M95 • 91 M97 W6X15 .257 8 8 .096 8 77,77 0 93 M99 W6X15 .211 3.579 13 .082 8 L33(3X4:...:::: 95 M95A L3X3X4 .273 0 3 -011 0 99AL$ 4 97 M97A L3X3X4 .340 0 3 .014 0 W6X15 4�.. .. 2....:...�"i:.:�. »7777 .734 0 4 .137 0 7777 .............9 7:777$ ... .013 0 1 .006 0 :ii x;'1$9; 1. ..� 4 8 6Q1:796> 1 454.7 601.796 61.128 441.617 4 63.184 64.024 7.275 7.275 1.649 1.524 H1 -1b H1 -1b .............. .:.::::: 463.184 64.024 7.275 7.275 1.313 2 9 :284< 3133 696.284 132.635 2 :M::;.#04;.020-#4 2 96.284 132.635 H1 -1b :1:113.1#34:; 10.834 24.406 1 H1 -1b >'I 2' j! 10.834 25.364 2.509 H1-1b 3 96.284 132.635 10.834 25.364 1.168 H1 -1b 8 7.747 31.042 - Code ... y 5 7.747 31.042 - Code ... RISA -3D Version 9.0.1 [Q: \... \... \...1Calculations \Chiller Platform 1 -2 snow.r3d1 Page 161 EN'\ ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # 9 9r36 0 t `) PROJECT 6869 WOODLAWN AVE: N. E., #205, SEATTLE, WA 98115 (206) 525-7560 Fax (206) 522-6698 SD - f L DATE SUBJECT C/1)(4/ 4g707 SHEET OF BY g,14," 1 Dc 2 SAPo .3 , `F P /p63 (A. 5a3 ti-s• 6 2-I2 he/f 3 (� z Z69aLr co,73 33000 LAJ Z 204. G c Y ea 9 -L /9 I ,-, E.' . ,€G 3 L 30 if Al 5 3: z} 3;/Ca .43 ) zr ) . 13 2t i,c1 n 7.11. d. 7t 7b 71 .143 5 av�p6)fr 5 , j(4 .442 3 z. ./ �?".�33 4633 . 7, !$� ,P0) SkB EY Construction November 7, 2012 Bill Rambo Community Development Dept. City of Tukwila Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA. 98188 PROJECT: Building Permit # D11 -029 SUBJECT: Permit Revision -' Per your request I am sending this letter to address the office area portion of the permit drawings that has not been completed. At this point in time we have chosen to complete the perimeter wall framing and mechanical system only. This area is intended for use by future tenants to support their data center operations and will be designed to fit their needs when applicable. Any future work in this area will be completed under a separate permit. I would like to request that the D11 -029 permit be closed and any final completion letter or certificate be issued. Should you have any questions or need any further documents please don't hesitate to contact me . 5 Ye 01)4 ; F/ � L� (; n # Thank You, Glenn Parry, Project Manager Sabey Construction, Inc. (206) 730 -4983 Copy: Tukwila letter File RECEIVED CITY OFTUKWILA NWW.0i } 20121 PERMIT CENTER Page 1 of 2 March 31, 2011 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Josh Johnson Sabey Construction 12201 Tukwila International BI, 4th Floor Tukwila, WA 98168 RE: Incomplete Letter #1 to Revision #1 Development Permit Application D11 -029 Sabey Data Center SDC 42 — 3355 S 120 PI Dear Mr. Johnson, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 30, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the following comment. 1) Provide a Washington State Energy Code lighting budget and lighting plan for the new offices. I have enclosed a lighting budget form for your convenience. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ?Z>W -t9/1/Arbr Bill Rambo Permit Technician Enclosures File: D11 -056 W:\Permit Center \Incomplete Letters\2011\D11 -029 Inc Ltr #1 to Rev # 1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 � PERMIT COORDCOPP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -029 DATE: 03/30/11 PROJECT NAME: SABEY DATA CENTER - SDC 42 SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENT : 'e ,� _ I K . Building iv lion Put/Ac brks 4 ``' Aw\ IA- Fire Preve tion Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete DUE DATE: 03/31/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: '3 1� 1 1 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 04/28/11 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 r PLAN PERMIT EV • ING SLIP ACTIVITY NUMBER: D11 -029 DATE: 02 -07 -11 PROJECT NAME: SABEY DATA CENTER - SDC42 SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division FS\ublic Works Are Prev ntion Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete uc, Incomplete DUE DATE: 02-08-11 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03 -08 -11 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PROJECT NAME: GjAI) PERMIT NO: t71,1 SITE ADDRESS: WA- C-9 1140 fq.. ORIGINAL ISSUE DATE: 03 Li REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS D921 7/0/ I% -r7414 Summary of Revision: GjU l Nittu DLAI "Foil -- ,V LL4i 0ff1G Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS • Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS • Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 313o111 Plan Check/Permit Number: o\i -cZq ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Q' Revision # ► after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner err: nF,A MAR 302011 AEAMIrCENTEFI Project Name: SO( 42 Project Address: g3s5 iw~ FL Contact Person: Josr4 JoN,,lso„/ Phone Number: Za,, r&,q. ism Summary of Revision: t)FFILa. .4.4 g1414-0 - GNr FOR Sdt L!2. oFF7485. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cent-r by: xEntered in Permits Plus on '� H:\Applications \Forms- Applicauons On Line\2010 Applications \7 -2010 - Revision Submittal. Created: 8 -13 -2004 Revised. 7 -2010 Contractors or Tradespeople Per Friendly Page • Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with L81 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. 601532164 Status Active License No. SABEYCI033KM License Type Construction Contractor Effective Date 5/14/1997 Expiration Date 1/12/2013 Suspend Date Specialty 1 General Specialty 2 Unused Other 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 Construction Contractor General Unused 10/8/1986 12/31/2001 Archived OWPROI *221RR 0 a 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 ARTHUR President 05/14/1997 SEWELL, PATRICIA ANNE Secretary 01/19/2011 POOLE, LAURENT D Secretary 01/01/1980 01/19/2011 HARMON, JAMES N Treasurer 01/01/1980 01/19/2011 Bond Information https://fortress.wa.gov/lni/bbip/Printaspx 03/30/2011 SDC42 PHASE 1 PERMIT SET . ,‘I L rLriIviIT h : iJ RED FOR: fi'Mechanical Electrical ePlumbing eGas Piping C y of Tukwila Fps ti:tiGDIVISION PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved ' 1 _ _ _ _ . _ Date: SDC42 Phase 1 3355 South 120th Place Tukwila, WA 98168 PERMIT SET January 28, 2011 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 fees. REVIEWED FOR CODE COMPLIANCE APPRAVED FEB 23ZU11 AY tAiL- City of Tukwila BUILDING DIVISION FILE COPY Permit No. Plan review approval is subject to errors and ornisslons. Approval of construction documents does not authorize tic violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By. )'1/4-- Date* 4?. /,. City OfTukwila BUILDING DIVISION t1k02d1 RECEIVED FEB 07 2011 �4 IT MIFF CALLISON $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ $$$DATE$$$$$T1ME COPYRIGHT© 2008 CALLISON 2 3 5 6 7 8 9 10 J:\Projects\Sabey\sdc421Caddsdc42\Sheets\sdc42_a-000.dwg 2/2/11 12:48 PM COPYRIGHT © 2010 CALLISON W -a F,• > (N1 Z m W ' • Z 0 N J J u CALLISON www.callison.com Cn CL W 2 0 00 W < < J '' tn 0 it co Q O W• � N LLI ca I- < • W M M z O N N O N H U w 0_ ISSUED / REVISED DATE PERMIT SET 28- JAN -11 GENERAL NOTES A -000 GENERAL DRAWING SYMBOLS RCP SYMBOLS ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX XX XX XX 1 OWNER SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELE: (206) 281 -8700 FAX: (206) 282 -9951 OWNER'S SABEY CONSTRUCTION MECH. HERMANSON REP. 12201 TUKWILA INTERNATIONAL BLVD. 1221 2ND AVE N. FOURTH FLOOR KENT, WA 98032 SEATTLE, WA 98168 TELE: (206) 575 -9700 TELE: (206) 281 -4200 FAX: (206) 832 -8685 FAX: (206) 281 -0920 ELEC. VECA ELECTRIC ARCH. CALLISON, LLC 5614 7TH AVE S 1420 5TH AVENUE, SUITE 2400 SEATTLE, WA 98108 SEATTLE, WA 98101 TELE: (206) 436 -5229 TELE: (206) 623 -4646 FAX: (206) 696 -7329 FAX: (206) 623 -4625 STRUCT. ENGINEERS NORTHWEST, INC 6869 WOODLAWN AVENUE N.E. SEATTLE, WA. 98115 TELE: (206) 525 -7560 FAX: 206) 522 -6698 ARCHITECTURAL A -000 GENERAL INFORMATION SHEET A -001 SITE PLAN A -002 PARTIAL FIRST FLOOR LIFE SAFETY PLAN A -003 PARTIAL SECOND FLOOR LIFE SAFETY PLAN A -004 PARTIAL FIRST FLOOR DEMOLITION PLAN A -005 PARTIAL SECOND FLOOR DEMOLITION PLAN A -006 PARTIAL THIRD FLOOR AND ROOF DEMOLITION PLANS A -101 PARTIAL FIRST FLOOR PLAN A -102 PARTIAL SECOND FLOOR PLAN A -103 PARTIAL THIRD FLOOR /ROOF PLAN_ `„ �a�37tiG� A -104 PARTIAL SECOND FLOOR RCP/0 L A -301 PARTIAL SECTIONS AND DETAILS A -401 PARTIAL ENLARGED PLANS A -501 PARTIAL W/S ELEVATIONS - DEMOLITION A -502 PARTIAL W S ELEVATIONS *NOW A -800 DETAILS A -801 DETAILS A -802 DETAILS STRUCTURAL SO.1 STRUCTURAL GENERAL NOTES S1.1 FOUNDATION PLAN S1.2 2ND FLOOR PLAN S1.3 2ND FLOOR PLAN S1.4 PARTIAL 3RD FL PLAN. PARTIAL ROOF PLAN S2.1 FOUNDATIONS SECTIONS S3.1 ROOF SECTIONS 53.2 SECTIONS S3.3 ROOF SECTIONS S4.1 ELEVATIONS CEILING - MOUNTED 2'X2' FLUORESCENT LIGHT AC ASPHALTIC CONCRETE D NSIDE DIAMETER ACC ACCESSIBLE NCL NCLUDE, INCLUDING ACP ACOUSTICAL CEILING PANEL NFO NFORMATION ACST ACOUSTICAL NSUL NSULATE, INSULATION AD AREA DRAIN NT NTERIOR ADDM ADDENDUM WD NDIRECT WASTE DRAIN A -XXX A -XXX BUILDING SECTION INDICATOR A -XXX WALL SECTION INDICATOR CEILING - MOUNTED 2'X4' FLUORESCENT LIGHT .AL DRAWINGS) ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR JAN JANITOR AHU AIR HANDLING UNIT JT JOINT ALT ALTERNATE ALUM ALUMINUM KIT KITCHEN ANOD ANODIZED APPROX APPROXIMATE L LONG APT APARTMENT LAM LAMINATE, LAMINATED ARCH ARCHITECT, ARCHITECTURAL LAU LAUNDRY AUTO AUTOMATIC LAV LAVATORY AV AUDIO VISUAL • LT LIGHT AWP ACOUSTICAL WALL PANEL(S) LTG LIGHTING BB BULLETIN BOARD MAS MASONRY BD BOARD MATL MATERIAL BLDG BUILDING MAX MAXIMUM BLKG BLOCKING MECH MECHANICAL BO BOTTOM OF MED MEDIUM BOT BOTTOM MEMB MEMBRANE BRG BEARING MEZZ MEZZANINE BRZ BRONZE MGT MANAGEMENT BSMT BASEMENT MFR MANUFACTURE, MANUFACTURE BUR BUILT UP ROOFING MH MANHOLE MIN MINIMUM, MINUTE CAB CABINET MISC MISCELLANEOUS CB CATCH BASIN MO MASONRY OPENING CEM CEMENT, CEMENTITIOUS MS MOP SINK CER CERAMIC MTD MOUNTED CG CORNER GUARD MTL METAL CH COAT HOOK MVBL MOVABLE CI CAST IRON CJ CONTROL JOINT N NORTH CIP CAST -IN -PLACE NIC NOT IN CONTACT CL CENTERLINE NO NUMBER CLG CEILING NOM NOMINAL NTS CLO CLOSET NOT TO SCALE CLR CLEAR CMU CONCRETE MASONRY UNIT OC ON CENTER CO CLEAN OUT, CASED OPENING OH OVERHEAD COL COLUMN OD OUTSIDE DIAMETER COMM COMMUNICATION OPNG OPENING CONC CONCRETE OPP OPPOSITE CONN CONNECTION, CONNECT ORD OVERFLOW ROOF DRAIN CONSTR CONSTRUCTION OTS OPEN TO STRUCTURE ABOVE CONT CONTINUOUS, CONTINUE CORR CORRIDOR CPT CARPET PBD PARTICLEBOARD CSWK CASEWORK CTR CENTER PRCST PRECAST PD PLANTER DRAIN CU CUBIC PERP PERPENDICULAR PLAM PLASTIC LAMINATE D DEEP, DEPTH PLAS PLASTER DBL DOUBLE PLYWD PLYWOOD DEMO DEMOLISH, DEMOLITION PNL PANEL DET DETAIL PL PROPERTY LINE DF DRINKING FOUNTAIN PR PAIR DIA DIAMETER PRKG PARKING DIAL DIAGONAL, DIAGRAM PROP PROPERTY DIM DIMENSION PT PAINT, POINT, PRESSURE TREATED DIV DIVIDE, DIVISION PTN PARTITION DMPF DAMPPROOF, DAMPPROOFING DN DOWN R RADIUS, RISER DR DOOR, DRESSING ROOM RCP REFLECTED CEILING PLAN DS DOWNSPOUT RD ROOF DRAIN, ROAD DW DISHWASHER REF REFER TO, REFERENCE DWG DRAWING REF REFRIGERATOR DWR DRAWER REINF REINFORCED, REINFORCING REQD REQUIRED E EAST REV REVISED, REVISION EIFS EXTERIOR INSULATION AND RFG ROOFING FINISH SYSTEM RM ROOM EJ EXPANSION JOINT RO ROUGH OPENING EL ELEVATION RT RIGHT ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR S SOUTH ENCL ENCLOSE, ENCLOSURE SC SOLID CORE EP ELECTRIC PANEL SCHED SCHEDULE EQ EQUAL SD STORM DRAIN T TI EQUIP EQUIPMENT SEC SECTION ESCAL ESCALATOR SGL SINGLE EXH EXHAUST SHT SHEET EXP EXPANSION, EXPOSED SHTHG SHEATHING EXIST EXISTING SIM SIMILAR SPEC SPECIFICATION SPKLR SPRINKLER FA FIRE ALARM SPKR SPEAKER FCIO FURNISHED BY CONTRACTOR/ SO SQUARE INSTALLED BY OWNER SS SERVICE SINK FD FLOOR DRAIN SST STAINLESS STEEL FDC FIRE DEPARTMENT STC SOUND TRANSMISSION CLASS CONNECTION STD STANDARD T T FDTN FOUNDATION S L STEEL FE FIRE EXTINGUISHER STOR STORAGE FEC FIRE EXTINGUISHER STRUCT STRUCTURAL CABINET SUSP SUSPENDED FH FIRE HYDRANT FHC FIRE HOSE CABINET T TREAD FIG FIGURE T &G TONGUE AND GROOVE FIN FINISH, FINISHED TEL TELEPHONE FLEX FLEXIBLE TEMP TEMPERATURE, TEMPORARY FLR FLOOR, FLOORING TER TERRAllO FLUOR FLUORESCENT THK THICK, THICKNESS FO FACE OF FINISHED OPENING TMPD TEMPERED FOIC FURNISHED BY OWNER/ TO TOP OF INSTALLED BY CONTRACTOR TSTAT THERMOSTAT FP FIRE PROTECTION, FIREPROOF TV TELEVISION FR - FRAME, FIRE RATED TYP TYPICAL FRMG FRAMING FRT FIRE RETARDANT TREATED UGND UNDERGROUND FT FOOT, FEET UNFIN UNFINISHED FTG FOOTING UON UNLESS OTHERWISE NOTED FUT FUTURE FVC FIRE HOSE VALVE CABINET VERT VERTICAL FWC FABRIC WALL COVERING VEST VESTIBULE FWP FABRIC WRAPPED PANEL(S) VNR VENEER VR VAPOR RETARDER GA GAGE VWC VINYL WALLCOVERING GALV GALVANIZED GEN GENERAL, GENERATOR W WEST, WIDE GFRC GLASS -FIBER W/ WITH GFRG GLASS- RFIBER CONCRETE W/O WITHOUT UCLOSET, WALLCOVERING REINFORCED GYPSUM WD WOOD GFRP GLASS -FIBER WH WALL HYDRANT REINFORCED PLASTIC WP WEATHERPROOF, WATERPROOF, GL GLASS WATERPROOFING, WORK POINT GYP GYPSUM WR WATER RESISTANT GYP BD GYPSUM BOARD WT WEIGHT WWF WELDED WIRE FABRIC H HIGH HB HOSE BIBB XFMR TRANSFORMER HC HOLLOW CORE HD HD HAND DRYER HDBD HARDBOARD HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HO HOLD OPEN HORIZ HORIZONTAL HT HE GHTG. VENTILATING HVAC HEATING, V N I TINE ® XX CEILING - MOUNTED NliP ENLARGED DETAIL INDICATOR A -XXX SECTION DETAIL INDICATOR 1'X4' FLUORESCENT LIGHT 1 I 1 XX • Al. (EXPt — HVAC RETURNS EXHAUSTS (SIZE AND TYPE PER MECHANICAL DRAWINGS) xx © X -XXX XX © A -XXX EXTERIOR ELEVATION INDICATOR CEILING - MOUNTED HVAC ITEMS A -XXX I I — O ® T STANDARD LIGHT FIXTURES INTERIOR ELEVATION INDICATOR Q MATCH LINE SEE XX /A -XXX MATCH LINE INDICATOR SCOPE O F WORK DRAWING REVISION INDICATOR CEILING- MOUNTED ACCESS PANEL CEILING - MOUNTED FIRE SPRINKLER NEW TENANT IMPROVEMENT CONSISTING OF 30,000 SF DATA CENTER ON FLOOR 2. INSTALLATION OF ELECTRICAL AND HVAC SUPPORT EQUIPMENT ON FLOORS 1,2, AND ROOF. EXISTING ® COLUMN GRIDLINE INDICATOR ® COLUMN GRIDLINE INDICATOR -‘0- DATUM INDICATOR OR WORK POINT EL XXX.XX EL XXX' -XX" O CEILING - MOUNTED SPEAKER / X x/ SPOT ELEVATION INDICATOR BUILDING AD D R E S S ROOM NAME <EIXXXXX> EQUIPMENT INDICATOR INTERGATE EAST CAMPUS 3355 S. 120th PLACE TUKWILA, WASHINGTON 98168 ,XIXXXXX > FIXTURE INDICATOR 2022 <FIXXXXX> FURNITURE INDICATOR <GIXXXXX> GRAPHIC /SIGNAGE INDICATOR MISCELLANEOUS INDICATORS ROOM INDICATOR •4L4' (FjxxxxxxX) FINISH INDICATOR (DOOR) OPENING INDICATOR BUILDING CODE CRITERIA VICINITY MAP QX 1 INDICATOR WINDOW APPLICABLE CODES: BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE WAC 51 -50 IBC AMENDMENTS 2006 EDITION ENERGY: WASHINGTON STATE ENERGY CODE ENE G . WAC 51 -11 2006 EDITION MECHANICAL: 2009 INTERNATIONAL MECHANICAL CODE W/ 2009 WASHINGTON STATE AMENDMENTS FIRE: 2009 INTERNATIONAL FIRE CODE WAC 51 -54 2006 IFC STATE AMENDMENTS PLUMBING: 2009 UNIFORM PLUMBING CODE - - AMENDMENTS WAC 51 56 & 51 57 2006 UPC STATE AMENDMEN S ELECTRICAL: 2008 NATIONAL ELECTRICAL CODE WAC 296 -46B ELECTRICAL SAFETY STANDARDS FUEL GAS: 2009 INTERNATIONAL FUEL GAS CODE WITH WASHINGTON STATE AMENDMENTS. ACCESSIBILITY: IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 ICC ANSI 117.1 2003 / WAC 51 -50 IBC AMENDMENTS 2006 EDITION 2007 NFPA 72 NATIONAL FIRE ALARM CODE 2006 NFPA 101 LIFE SAFETY CODE OTHER: 2005 NFPA 110 STANDARD FOR EMERGENCY & STANDBY POWER SYSTEMS 2005 NFPA 111 STANDARD ON STORED ELECTRICAL ENERGY EMERGENCY & STANDBY POWER SYSTEMS 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE SEISMIC DESIGN CATEGORY D CONSTRUCTION & OCCUPANCY TYPES CONSTRUCTION TYPE 1A, FULLY SPRINKLERED OCCUPANCIES: B BUSINESS - 1ST FLOOR UPS RM B (BUSINESS) - 2ND FLOOR DATA CENTER H3 (LOW HAZARD STORAGE) - 1ST FLOOR GENERATOR ,. i/, i; (XX'-XX'' AFF) f/a �/ / j� „., // ��% ,/, � CEILIN HEIGHT INDICATOR CEILING f ;% >'' f '''''://, ° � // f: /' / /',/ /'i., %�j<% ° �/ > �:�% lj�/�j /:t��'i' r � � f..,f,/� %% /''' �1�rf;;;.:'.¢:, f : /f • • // /,, • // /rif!; X : S:•?h f : / /j; MATERIAL (PER FINISH LEGEND) FINISH (PER FINISH LEGEND) " 4. ;;. %// %' "' "" " ; �� `; " '• " "'•�' /'.'' / !! / / / /���i/i/% ;,' yf/%/ - „�`:::' . /� j:: ::::: >:: / / / /;:;;'.. IXXIXXIXX WALL TYPE INDICATOR ,�. " :. <;, : /��! :;;::. ;!�s„fi,,r.,,.,,ti: •.,.;:.:::.,, f ; ., ,..;.:.;,.;,;, j • . / �j/%ij / /� / /r / //// i .,:3� >ffs', ;;;f %: � :; �f %'`///' i i' / ' '' ' j,��� /: fr f i , ,ma �f��j: s ; / f,:, %�, z' ff; j Sf ,: ' r HEIGHT CEILING HEIGHT /MATERIAL /FINISH INDICATOR 0 /r % %///�j � �o� /, . O:. ''% ' ; y. ;��� !!' !f>> / (NON -RATED PARTITION) 1 -HOUR RATED PARTITION) ( ) (2-HOUR RATED PARTITION) (3 HOUR RATED PARTITION) (4 -HOUR RATED PARTITION) PARTITIONS �'. /f,'f,'.', / :. "'.: ;:X.::.':..,::...: •�y�� // % %��%/ // ` KEYNOTE j' 1,,, f'y � /, ! f:,�. i �/ y. r; � / . / <' / > fo 44 / / 4f:, ,1rj /f� : :;f i /, , ;,,.,, .,,.... /: /,u% / ;fy/// �: »;;�;,�N;���� � €5 ;� <� f/ / /' ' /;1 ;,;. ': : //�'%i /%% %' , :' /j/ 1 f , / /, f //j _ lG ,, //%i/` r // / �f' // y / % % % AREA OF NEW WORK - GENERAL NOTES PLAN SYMBOLS LEGAL D E S C R I PT I O N 1. DO NOT SCALE THE DRAWINGS. 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN WITHOUT GUARANTEE OF ACCURACY. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. NOTIFY PORTION OF THE WORK. THE ARCHITECT FOR RESOLUTION OF ANY DISCREPANCIES OR °""•° ---- CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO REVIEWED FOR 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT PROCEEDING WITH THE ITEM OF WORK AFFECTED. IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY CODE COMPLIANCE ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE 9. COORDINATE ALL WORK AS REQUIRED WITH BUILDING MANAGEMENT WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE INCLUDING THE USE OF ELEVATORS, TEMPORARY STORAGE USE OF ,QpaanUEn ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO LOADING DOCKS, AND BUILDING KEYING SYSTEM, ETC. CONSTRUCTION. FEB 2 3 2011 10. ALL DETAILS AND REFERENCES ARE GENERALLY NOTED ONCE, 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH THE SURFACES, UNLESS OTHERWISE INDICATED. FIRST TIME THEY APPEAR AND THEY ARE TYPICAL FOR SIMILAR CONDITION ELSEWHERE UON. City of Tukwila 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL BUILDING DIVISION INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF 11. ARCHITECTURAL SPECS NOT ISSUED FOR THIS PROJECT. THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER 12. MECHANICAL, ELECTRICAL, AND PLUMBING IS TO BE FULLY DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ENGINEERED FOR PRICING PERMITTING AND CONSTRUCTION. ADJACENTWALL INTERSECTIONS. NOTIFY ARCHITECT IF DISCREPANCY EXISTS BETWEEN INFORMATION SHOWN ON DOCUMENTS. ARCHITECTURAL 6. 'B /S' INDICATES BUILDING STANDARD AS PROVIDED BY LANDLORD DRAWINGS TAKE PRECEDENCE. RECEIVED DRAWN AND /OR SPECIFIED IN THE CONTRACT DOCUMENTS OR 13. REPAIR DAMAGED FIREPROOFING AS NEEDED WITH APPROVED MATCHED TO EXISTING CONSTRUCTION IN THE BUILDING. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL DOCUMENTS MATERIALS. FOR BUILDING STANDARD TENANT IMPROVEMENTS WHEN APPLICABLE FEB 07 2011 OR NOT INDICATED OTHERWISE IN THE ARCHITECTURAL DOCUMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY IN PERMIT CENTER 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. PARCEL 4: LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND QK MOUNTED TO WALL 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 SAID 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 SAID PARCEL BY OPERATION OF LAW: EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "RI 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 SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDRY OF SAID LOT 1, SAID 1POINT BEING EE END OF THIS LAST EASTERLY FROM THE NORTHWEST CORNER OF SAID AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAID 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 SAID BLOCK 6, CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING N0. 9203264787: SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. WITH BRACKET At IN WALL- MOUNTED EXISTING TO REMAIN (SHOWN SHADED) CABINET FIRE EXTINGUISHERS 1 — EXISTING TO BE DEMOLISHED ( SHOWN DASHED) NEW TYPE OF WORK b i '`r 0 2 J:\Projects\Sabey\sdc421Caddsdc42\Sheets\sdc42_a-000.dwg 2/2/11 12:48 PM COPYRIGHT © 2010 CALLISON W -a F,• > (N1 Z m W ' • Z 0 N J J u CALLISON www.callison.com Cn CL W 2 0 00 W < < J '' tn 0 it co Q O W• � N LLI ca I- < • W M M z O N N O N H U w 0_ ISSUED / REVISED DATE PERMIT SET 28- JAN -11 GENERAL NOTES A -000 1 2 3 4 5 6 7 8 9 10 3511 S. 126T m — a—— ,a 111 War Lu m z >y �N� Q N 0 0anarLL L 0 0 LL Jr O L0 0 ti O 0 CO 0) . N Q) CO 00 Ja N N cg CD CO u o O N N LL 'S 60' RECORDED NON BUILDABLE EASEMENT B IL�I \G 2 107,L89 S.F. OCCUPA \CY S PAR<INJG 1/1000 =108 V —N SPRINKLERED UNLIMITED AREA RAI \I -R MCLEO3 LIG -T COLOR SA REALM VACA\T 3411 S. 1201- PL. BJIL�IUG 1 98,564 S.F. PARK OCC PA \CY F SWITCH PARKING 1 /1000 =99 GEAR V -N SPRINKLERED BLDG. # 1 /SWITCH GEAR \ \ \ \ \ \ \\ ADJUSTED LOT LNE 3333 S. 120TH PL. ADJUSTED LOT LINE 3, 0 39,405 S.F. 0 D B,,ILDI \G 3 161,445 S.F. OCCL PAN CY F PARKING 1/1000=161 V —N SPRINKLERED YARD AREA 35,080 S.F. N 0 BLDG. #3 SWITCH GEAR 24,840 S.F. 433 S. 120T \ MAIL CENTER 1,3sc IIJ N 24,840 S.F. YARD AREA 1 BUILDING 4 115,895 S.F. OCCLPA \CY F PARKING 1/1000=116 V -1 -R SPRINKLERED • z 0 U) J 1 a 18,640 S.F. PROPOSED 2 HR. SEPAR- ATION WALL - 18,640 S.F. OPTION YARD W/ NEW FIRE WALL ENCLOSED DOCK \� FIRE LANE NOSTANDING OR PARKING AT ANYTIME E 0 Z O c N 1= J CO a ". v BLDG. #3 SWITCH GEAR BLDG. #4 SWITCH GEAR 60' RECORDED NON BUILDABLE EASEMENT SOUTH 124TH STREET 1/16 Cor. AREA OF WORK REVIEWED FOR ICODECOMPLIANCE ppPRf1VED FEB 23 nil adEualach SITE PLAN 1" =1000' v "�, -60 �� 6111At ( �( v� d i$41)(19 worl� � p ve f - '- - Gr/r;'K te✓ifPr bl14-02°1 J:\Projects\Sabey\sdc4Maddsdc42\Sheets\sdc42_a-001.dwg 2/2/11 12:48 PM COPYRIGHT © 2010 CALLISON ISSUED / REVISED DATE PERMIT SET 28- JAN -11 SITE PLAN .A -001 J:\Projects\Sabey\sdc4Maddsdc42\Sheets\sdc42_a-001.dwg 2/2/11 12:48 PM COPYRIGHT © 2010 CALLISON 1 2 4 5 6 7 8 9 10 H3 2456 12 1 200 3559 9 18 1 2 00 1 u.. tf EXIST. GENERATOR ' -ROOM ................. . 1 F 1 st MAXIMUM OCCUPANT LOAD: 160 REQ. OCCUPANT LOAD: 95 REQ. EXIT DOOR WIDTH (160 X .2") = 32" PROVIDED EXIT DOOR WIDTH = 32.75" EXIT B 3469 12 1 300 1 ----- - LXXST. GENERATOR ROOM EXIST. ELEC E C CLOSET !lJJ r�!rfurFOm!lf4:4 r! 4'..5.7 0: • EXIST. UPS ROOM F.� SPRINKLER ROOM 1 H3 4958 25 1 200 1 ALL DAYTANKS ARE UL -2085 LISTED H3 4480 22.4 200 1 AREA DIAGONAL DISTANCE: 101' REQ. EXIT SEPARATION 101 (1/2) = 51' EXIT SEPARATION= 83' -2" H3 5204 !Mt . i ls /NMJ f rf f Mf } / ff J . ff f f f 44... 7 } }f f JJf f f F f f f f f.: 11if f 7! / , XIST. GENERATOR OOM f : h�F .1 QA DIAGONAL DISTANCE: 104 . EXIT SEPARATION 104 (1/2) /. ' 2) = 52' EXIT SEPARATION =85' - -- UNOCCUPIED SPACE r B 2888 10 1 300 1 EXIST. UPS ROOM B 2026 7 1 300 1 EXIST. UPS ROOM `j{, { { {Jf { { { { {{ f {f: {; ,; fff {ff {ff /.:Udf4✓fJ{l•`Jfl.LUJfi {may {f /fl.%f% F B 1952 7 1 300 1 EXIST. UPS ROOM <!!/ f.5 f! 1!4: Y.:: 31`! f} f% ! /JJ / }J!f.•;5,,f•YY!r!!!!!, %9.. 555 9X444. 5 ?;.`•`!rii:`rrf. a> Fj. AREA OF WORK THIS PERMIT NEW GENERATOR ROOM E 26 1 200 2 EXIST. GENERATOR ,O R ROOM . . f 960 3 1 300 1 B UNOCCUPIED SPACE \ 1 / FE B 4884 1 14 1 300 —1. FE n 1 UNOCCUPIED SPACE AREA OF WORK THIS PERMIT NEW UPS ROOM. REQ. 1 HOUR SEPERATION. B 4110 :Yf MAXIMUM OCCUPANT LOAD: 144 REQ. OCCUPANT LOAD: 95 REQ. EXIT DOOR WIDTH (144 X .2 ") = 28.8" PROVIDED EXIT DOOR WIDTH = 32.75" — 16 1 EXIST. UPS ROOM ffl TOTAL TRAVEL DISTANCE A -D = 217' { EYE WASH STATION EXIST. GENERATOR ROOM H3 7862 39 1 200 I ®E C j I I I EXIT MAXIMUM OCCUPANT LOAD: 144 REQ. OCCUPANT LOAD: 65 REQ. EXIT DOOR WIDTH (144 X .2 ") = 28.8" PROVIDED EXIT DOOR WIDTH = 32.75" B 4110 16 300 1 EXIST. UPS ROOM H3 7712 38 1 200 EXIT • EXIST. OFFICE B 4110 16 1 300 B 4110 16 1 300 1 EXIST. UPS ROOM EXIST. GENERATOR ROOM MAXIMUM OCCUPANT LOAD: 144 REQ. OCCUPANT LOAD: 109 REQ. EXIT DOOR WIDTH (144 X .2 ") = 28.8" PROVIDED EXIT DOOR WIDTH = 32.75" 1 E EXIST. EXIST. OFFICE EXIT MAXIMUM OCCUPANT LOAD: 160 REQ. OCCUPANT LOAD: 82 REQ. EXIT DOOR WIDTH (160 X .2 ") = 28.8" PROVIDED EXIT DOOR WIDTH = 32.75" EXIT 82 MAXIMUM OCCUPANT LOAD: 160 REQ. OCCUPANT LOAD: 82 REQ. EXIT DOOR WIDTH (160 X .2 ") = 28.8" PROVIDED EXIT DOOR WIDTH = 32.75" EXIST. WOMEN 82 EXIT MAXIMUM OCCUPANT LOAD: 160 REQ. OCCUPANT LOAD: 82 REQ. EXIT DOOR WIDTH (160 X .2 ") = 28.8" PROVIDED EXIT DOOR WIDTH = 32.75" 01 J: \Projects \Sa bey\sdc42 \Caddsdc42 \Sheets \sdc42_a- 002.dwg FIRE /LIFE SAFETY LEGEND A 3962 14 1300 1 OCCUPANCY FLOOR AREA (SF) OCCUPANT LOAD FACTOR OCCUPANT LOAD NUMBER OF REQUIRED EXITS CPT =90' (COMMON PATH OF TRAVEL (W DISTANCE BISTANCE INDICATED) A TD =180" MEANS OF EGRESS 9 FE E PATH OF EGRESS TRAVEL TRAVEL DISTANCE (WITH DISTANCE INDICATED) A TO C OCCUPANT ERESIG LOAD ARROW INDICATES DIRECTION OF OCCUPANT EGRESS PER OCCUPANT FROM TABLE 1004.1.1: THE OCCUPANT LOAD FACTOR IS 300 SF /OCC FOR ALL SPACES EXCEPT FOR OFFICE AREAS, WHICH ARE 100 SF /OCC. EGRESS WIDTH FROM TABLE 1005.1 = OCC LOAD X 0.2 FOR STAIRS: OCC LOAD X 0.3 COMMON PATH OF TRAVEL FROM PAR. 1014.3: NOT MORE THAN 100' -02 MAXIMUM TRAVEL DISTANCE TO EXIT ALLOWED FROM TABLE 1016.1: 300'. CORRIDOR WIDTH REQUIRED: 44" MIN. CORRIDOR WIDTH PROVIDED: 8' IN DATA CENTER _ AREA OF WORK EXIT SIGNAGE FIRE EXTINGUISHER CUMULATIVE OCCUPANT LOAD AT EXIT EXIT SIGN WITH DIRECTIONAL INDICATOR EXIT SIGN - EXISTING SPECIAL FIRE RATING REQUIREMENTS 1. ONE HOUR FIRE RATING FOR ELECTRICAL ROOMS. 2. ONE HOUR FIRE RATING FOR GENERATOR ROOM -CODE MET WITH UL -2085 FUEL TANK. 3. ONE HOUR FIRE RATING AROUND DATA HALLS PER OWNER'S INSURANCE REQUIREMENT, NOT A CODE REQUIREMENT. 4. FIRE PROTECTION SYSTEMS AND DRAWINGS WILL BE SUBMITTED UNDER SEPARATE COVER. FIRST FLOOR LIFE SAFETY PLAN REVIEWED FOR CODE COMPLIANCE APPRAVEO FEB 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED FEB 07 2011 PERMIT CENTER 1 /32 " =1' -0" 2/2/11 DID -oz� 12:48 PM COPYRIGHT ® 2010 CALLISON W H z 4 co F W 4- G � >.W W O. w z 4 i O V% n. v m co z F- 0 N z 0 N J J L- 0 0 U- r i 0 LL SDC42 PHASE 1 INTERGATE EAST CAMPUS 11)f11-1-1 PI ArI PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 28- JAN -11 FIRST FLOOR LIFE SAFETY PLAN .A -002 0 0 0 0 0 EXIT OCCUPANT LOAD: 97 REQ. DOOR WIDTH: (.2X97) = 19.4 PROVIDED EXIT DOOR WIDTH: 3 75" REQ. STAIR WIDTH: 44 U6 PROVIDED STAIR WIDTH: 48" 0 0 0 10 0 0 0 0 0 0 0 0 0 00 2r -r pr_�• -r 1 2z IIW 1 EXIST. DATA CENTER 1 EXIST. DATA CENTER EXIST. DATA CENTER 1 EXIST., DATA CENTER B 5465 18 1 300 1 EXIST. DATA CENTER EXIST. DATA CENTER EXIST. OFFICE B 944 10 1 100 1 8 77 1 100 EXIST. OFFICE UNOCCUPIED AREA NEW MECHANICAL AREA -r AREA DIAGONAL DISTANCE: 155' -7" REQ. EXIIT SEPARATION: 79' EXIT SEPARATION: 1139' -9" FRAMED WALL ONLY, NO FINISHES. PROVIDED FOR EGRESS CORRIDOR AREA OF WORK THIS PERMIT — AREA DIAGONAL D STANCE: 176' -2 ' \ / / REQ. EXIIT SEPAR, TION: 88'-1" \ / / EXIT SEPARATION: 166' -2" / / /I\ / / \ / �/ \ FE / /. A /-/ \/ B UNOCCUPIED SPACE / / X / / / \ 2 FE / / / \ // B / \ / / 9893 / \ / � / 33 1 300 / / 1 / // • / / / / u'4. OCCUPANT LOAD: 62 REQ. DOOR WIDTH: (.2X62) = 12.4 PROVIDED EXIT DOOR WIDTH: 32.75" REQ. STAIR WIDTH: 44" PROVIDED STAIR WIDTH: 48" 0 0 0 0 0 0 0 0 0 0 PARTIAL SECOND FLOOR LIFE SAFETY PLAN 1/16 " =1' -0" 1 EXIT OCCUPANT LOAD: 91 REQ. DOOR WIDTH: (.2X91) = 19.2 PROVIDED EXIT DOOR WIDTH: 32.75" REQ. STAIR WIDTH: 44" PROVIDED STAIR WIDTH: 48" FIRE /LIFE SAFETY LEGEND A 3962 14 1 300 1 TD =88' TD =331' TD =140' TD =281' FE 9 ®E OCCUPANCY FLOOR AREA (SF) OCCUPANT LOAD FACTOR OCCUPANT LOAD NUMBER OF REQUIRED EXITS PATH OF EGRESS TRAVEL TRAVEL DISTANCE (WIITO DISTANCE INDICATED) (TRAVEL DISTANCE (WITH DISTANCE INDICATED) A TO TRAVEL DISTANCE [WITH C DISTANCE INDICATED) TO TRAVEL DISTANCE ( WITG D H DISTANCE INDICATED) EOC SING INADp ATEXIT EEXIIT INDICATES DIRECTION OF OCCOPAN I I I • EGRESS AREA OF WORK EXIT SIGNAGE FIRE EXTINGUISHER CUMULATIVE OCCUPANT LOAD AT EXIT EXIT SIGN WITH DIRECTIONAL INDICATOR EXIT SIGN - EXISTING 1CODECOMP FOR pPPRAVEb FEB z a 2011 City of Tukwila BUILDING DIVISION RECEIVED FEB 07 2011 PERMIT CENTER bWo29 KEY PLAN 1 Z m Lo W co, L) C co o r F 1 11 0 N 0) a c° °) c0~C O ?� '— N L.L CO C )•WH NN fx WIL — -C +. }, CO CD w o o o L— 0 0 N D N N N a N 0 0 0 • -Li coI- u. • E Z ° Z 0 0 c N U) ° J = J J c6 0 2 W < ca U aI- I to a. it N w di I- < o • w z w 0 — J 0 I— CD (V LO LO M CO CO CO 0) co 0 N CV N 0 1- 0 w 0_ ISSUED / REVISED DATE PERMIT SET 28 -JAN -11 PARTIAL SECOND FLOOR LFE SAFETY PLAN J:\ Projects\ Sabey\ sdc42\ Caddsdc42 \Sheets\sdc42_a- 003.dwg 2/2/11 12:48 PM COPYRIGHT ® 2010 CALLISON A -003 6 8 9 10 UNOCCUPIED SPACE xz ■1 EXIST. GENERATOR ROOM EXISTING SPRINKLER RM I EXIST: -UPS RM. EXIST. FUEL OIL TRENCH EXIST. GENERATOR ROOM I DEMOLITION PLAN PARTIAL FIRST FLOOR 1/16 " =1' -O" REMOVE EXISTING CMU WALL CUT OPENING INTO EXISTING CMU WALL FOR NEW 6' -0" DOOR REMOVE EXISTING DOOR, JAMB AND HARDWARE. RETURN TO OWNER STOCK OR AS DIRECTED. CUT OPENING FOR NEW 6' -0" DOOR SAW CUT AND EXCAVATE NEW FUEL OIL TRENCH. MATCH EXISTING FINISH DEPTH OF 5'0 ". SAW CUT AND EXCAVATE NEW FUEL OIL TRENCH. MATCH EXISTING FINISH DEPTH OF 1' -10. CUT OPENING INTO EXIST. CMU WALL FOR NEW AIR WAY. REVIEWED FOR CODE COMPLIANCE AAppPnvEO FEB 23 2011 Ci of Tukwila BUILDING DIVISION RECEIVED FEB 0 7 2011 PERMIT CENTEI b 4t-- 02. j OWNER: F > N Z m co W 0 o/� c W r O E let ti) F W o0 0 in O i 0) (3 i — j < c o) . 1g Z O ?> '_ N O 03 LL W N N 03 W .0 +.... cs, co u) m0 0 L- -.- 0 0 Q N = co N CV N O N 3 Vi012. e— LL(/)HLIL 3 CALLISON www.callison.com 0w 2 O a W < < y ° 0 co I- =cr) 0. w o S' N w N W cu Q 0 O LI) W c� � M Z N N 0 N 1- 0 W 0 a ISSUED / REVISED DATE PERMIT SET 28- JAN -11 J:\ Projects \Sabey\sdc42 \Caddsdc42 \Sheets \sdc42_a- 004.dwg 2/2/11 12:48 PM COPYRIGHT © 2010 CALLISON PARTIAL FIRST FLOOR DEMOLITION A -004 F E D C B A 2 3 4 5 6 7 8 9 10 PARTIAL SECOND FLOOR DEMOLITION PLAN 1/8"=1'.-0" DEMO EXIST. FULL HEIGHT WALLS AS SHOWN DEMO EXIST. FULL HEIGHT WALLS AS SHOWN SAW CUT OPENING INTO EXIST. SLAB AS SHOWN. DO NOT CUT OR ALTER EXIST. BUILDING STEEL IN THIS LOCATION REVIEWED FOR COD COMPLIANCE ppPPflVFD FEB 23 ZUI1 City of Tukwila BUILDING DIVISION RECEIVED FEB 07 2011 PST C NTTP bno29 UAfk r- W -a Z m W • v c 4 N FW �_ Q I- C DWI Wd w m0 Q IIZ O CO d 0 0 ek CALLISON www.callison.com Q T E 010 n • U 00 0) .—c%1 M�y� W W N N CD CD 003 N N (/) 2 0 1— w w i- < 1- Z w U 0_ CD 1- N M co CO N 10 N O N 1— 0 0 w ISSUED / REVISED DATE PERMIT SET 28- JAN -11 J :\ Projects \Sabey\sdc42\Caddsdc42 \Sheets \sdc42_a- 005.dwg 2/2/11 12:48 PM COPYRIGHT © 2010 CALLISON PARTIAL SECOND FLOOR DEMOLITION PLAN A -005 1 2 3 4 5 6 7 8 9 10 8 — 9— 10— 11 12 13 8 a 6- (!) 10--- 11 12 13 EXIST. HVAC PLANT -a 8 — ,c 1 10- 126- C CU 10— 11 12— 13 10— 11 12— 13 8 6 9 10 11 12 13 10— 11 12 13 10— 11 12— 13 H 8 — (D) (!) (L) (11Y 01 PARTIAL THIRD FLOOR DEMOLITION PLAN SAW CUT OPENINGS THRU FLOOR SLAB. DO NOT CUT, ALTER OR MOVE BUILDING STEEL WITHIN OPENINGS. COORDINATE WITH STRUCTURAL. G 9 — 10— 11 12 13 8 — 10— 11 1 1 1 ♦/ I /\ 1 1 1 1 1 1 1 1 1 1 1 1 13 iJ 10 11 12 -0" 7 8 9 10— 11 12 7 — EXIST. ROOF TOP UNITS 8 9 10— 11 12 r-T 1 1 1 STANDS (FOIC) 8 8 AIR COOLED CHILLER L 9 10-- 11 12 9 T1 c 1 1 J c_ 8 9 L 8 AIR COOLED CHILLER STANDS (FOIL) 8 9 — -E 9 1 r-1 r-' 1 � r-'� 1 1 I 1 1 1 1 1 1 �1 1 1 1 1 ! 1 1 1 1 1 1 LJ L_J 0 LJ LJ SUPPLY ANd RETURN DUCT LOCATIONS 12 U 10— 12 SUPPLY AND RETURN DUCT LOCATIONS 10— 12 10— 12 8 9 r I I� L 8 T AIR COOLED CHILLER STANDS (FOIL) 9 SUPPLY AND RETURN DUCT LOCATION 10— 12 10— 11 12 8 9 10— 11 12— 8 9 ✓ -1 E 1 1 1 1 1 1 1 1 1 1 1 L J H LJ SUPPLY AND RETURN DUCT LOCATIONS 10— H 11— 12— U PARTIAL ROOF DEMOLITION PLAN (E) 1/16 " -1' -0" AIR COOLED CHILLER LOCATIONS. CHILLER FRAME STANCHIONS TO EXTEND DOWN TO BUILDING STEEL VIA ROOF PENETRATIONS. ALL SUPPORT STANCHIONS MUST BE LANDED ON STEEL. LOCATIONS TO BE COORDINATED WITH MECHANICAL AND STRUCTURAL PRIOR TO START. SUPPLY AND RETURN DUCTS. COORDINATE WITH MECHANICAL PRIOR TO START. DON NOT CUT, ALTER OR RELOCATE ANY BUILDING STEEL WITHIN OPENINGS. REVIEWED FOR CODE COMPLIANCE AMD MI /Fp FEB 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED FEB 07 2011 PERMIT CENTER KEY PLAN OWNER: W 1- z W V 10 1- 0 0 1I 0 s- N N 0 Lt_ • z 0 N 1 1 E 0 Z 0c W to 1 = J c13 a U 0 - E 0 0 N N 03 CO Jo N N N (D CO 0 0 N H � 3 O co 0) vJ Ia_ 2 W < y U � Q w N w I— ✓ < ▪ C9 w Z w O co Q CD -J r 00 CA 1— Q CD CV L L CO I- CY) Co CID N LC) N 0 1- 0 w 0 a ISSUED / REVISED DATE PERMIT SET 28- JAN -11 J:\ Projects \Sabey\sdc42 \Caddsdc42 \Sheets \sdc42_a- 006.dwg 2/2/11 12:49 PM COPYRIGHT 0 2010 CALLISON PARTIAL THIRD FLOOR PARTIAL ROOF DEMOLITION PLAN A -006 2 3 4 5 6 7 8 9 10 1.=77.1 UNOCCUPIED SPACE IA121t1 .l- NEW GENERATOR NEW FUEL OIL TRENCH WITH STEEL GRATE. SEE STRUCTURAL FOR STEEL DETAIL. A2.1 (TYP. OF ALL) _L ' 1 HOUSEKEEPING PAD i SEE STRUCTURAL L - -- — J GENERATOR ROOM 4- 1-20- -h ca) A � t L 111111111111111111L _L _L _- L _L _L _L _L J _- L _- L _L _L _L _L _L _L _L _L .L L L I_ LL LL L L LLL L_ L_ LL LL L-f= �LJLLL NEW GENERATOR NEW GENERATOR L L L L L _LLLLLLL LLLLLLLLLLLLLLLLLLLL LLLLLLL;`,` 7 I I HOUSEKEEPING PAD SEE STRUCTURAL WALL LEGEND - NEW FULL HEIGHT GWB, INSULATED, NOT RATED FULL HEIGHT GWB, INSULATED, 1 HR RATED HOUSEKEEPING PAD SEE STRUCTURAL HOUSEKEEPING PAD SEE STRUCTURAL J 1A121t1 EXIST. GENERATOR ROOM NEW FULL HEIGHT AIR INTAKE (CHAIN LINK W/ 3'0" GATE NEW FULL HEIGHT COILING FIRE DOOR - 1HR RATING EXIST. SHEAR WALL EXIST. FUEL OIL TRENCH EXIST. SHEAR WALL — r —� NEW FUEL OIL TRENCH WO HARD ;LID AND ACCESS CQVtR. COVER FOIC. € f, NEW FULL HEIGHT AIR INTAKE BAFFLES BY MECHANICAL L — J E ✓ � ▪ —I L_ J L_ J UPS AND SYSTEM CABS UPS BATTERY TYPE: VRLA r —1 L_ J L_ J UPS ROOM 130 EXIST. CMU WALL < EXIST. FUEL OIL TRENCH EXIST. ACCESS COVERS lI E L_ J I_ L_ J L_ J SPILL KIT 1308 SPILL KIT r L — J L 30A EXIST. CMU WALL EXIST. STORAGE EXIST. UPS ROOM PARTIAL FIRST FLOOR PLAN 1/16 " =1' EXIST. GENERATOR ROOM bi� REVIEWED FOR CODE COMPLIANCE A DoonVFD FEB 2 3 2011 City of Tukwila 9U WING DIVISION RECEIVED FEB 07 2011 PERMIT CENTER KEY PLAN 02. q W v N Z m Lo W • w c c° Q r E a� oQ°0a'> LL. 1 o.D DWI— "NN co WO. a� • a4., -.., CO co w m O („ cis ° ° : a N N 3 OenO. ,— LLCnIHIII • U — 3 V) o- W 2 U o0 W < < co CA J V a. Co a = a' =Q a �W0� N • W to v < ▪ O Lt) ce H W M ~ cl) Z ISSUED / REVISED DATE PERMIT SET 28 -JAN -11 J: Projects \SabAy\sdc42 \Caddsdc42 \Sheets \sdc42_a- 101.dwg 2/2/11 12:49 PM COPYRIGHT © 2010 CALLISON PARTIAL FIRST FLOOR PLAN A -707 1 2 3 4 5 6 7 8 9 10 7 8 9 10— 11 12----- 13— 14 15 16°s 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 43' -0" Ff Ff ti 9 IE ; N ' 10----- • t 7 7 7 Fi- 9 — u 7 EXIST. OFFICE SPACE IC1121 -I 7 7 — NEW OFFICE SPACE (FRAMED ONLY, NO FIIiSH) — — 4 CHAIN LINK ENCLOSURE (OR EQUIVALENT) 10— 10— 12— 13— 14 15— t2— t 10— NEW HVAC PLANT (SEE MECHANICAL 9 10— 9 10— 9 10— SEE A5 /801 FOR COLUMN WRAP AT THESE BRACE FRAMES 10— 9 42 -03 9,894 SF 292 12----- WALL FRAMED TO ESTABLISH EGRESS PATFt - NO GWB 13— 15 13 UNOCCUPIED SPACE 14 15— 14 15c - -1-6 6 A15 • 11— 12— 13 14 15— 1A15 id 4. -02 1 1.028 SF 0 0 12— 13— 14 15 SEE A5/801 FOR COLU WRAP AT THESE BRACE RAMES r LI fl I_ 3— 14 12-- 1A 15 1 1 b SEE A5/801 FOR COLUMN WRAP AT THESE BRACE RAMES -41 15----- A 5 f 15— el 411 4.+ % • • '%S �.. N'F!F %f flff !!. , y., i F. - .. z . .. ,N........._.:< : i 1 SHOWER MENS WOMENS 296 295 294 A A151 6 NEW Al INTAKE E 16 >s • IE15 1 3 14 1 5 — 10— H9 0--- 11 42 -01 8,676 SF EXIST. HVAC SHAFT 13— 14 15— A15 013 -1 7 s — _£ 9 —1111131111=1P- 6 ------ate IAI5 015- H 11— ?f 13 15—? PARTIAL SECOND FLOOR PLAN 1/16 " =1' -0" H f • .1 9 10----- 12— 13 14 15— SPECIAL FIRE RATING REQUIREMENTS 1. ONE HOUR FIRE RATING FOR ELECTRICAL ROOMS. 2. ONE HOUR FIRE RATING FOR GENERATOR ROOM -CODE MET WITH UL -2085 FUEL TANK. 3. ONE HOUR FIRE RATING AROUND DATA HALLS PER OWNER'S INSURANCE REQUIREMENT, NOT A CODE REQUIREMENT. 4. FIRE PROTECTION SYSTEMS AND DRAWINGS WILL BE SUBMITTED UNDER SEPARATE COVER. WALL LEGEND FULL HEIGHT GWB, INSULATED, NOT RATED FULL HEIGHT, FRAME ONLY FULL HEIGHT GWB, INSULATED, 1 HR RATED REVIEWED FOR CODE COMPLIANCE APDRAVFD FEB 2 3 MI City of Tukwila BUILDING DIVISION RECEIVED FEB 07 2011 PERMIT CENTER KEY PLAN ''.l, %% f f! = k..) m OWNER: IX . W 'a I- > N Z LO 1111 . 1 0 C CO 4 co co 0 — E I- Wm - 0oN-rn Q — 3 0a- oo O I O — N N • LL co 03 . > i , �• ' 000 0 - -• , • o o N = N N N VJ a c- LL u) II"' LL • 0 Z Oc rn° J = co a U ti 3 W O co • W J r' ao O) 1- N 0) L() L() M co 0 N LO N 0 N 1- 0 0 w a ISSUED / REVISED DATE PERMIT SET 28- JAN -11 J: \Projects \Sabey\sdc42 \Caddsdc42 \Sheets \sdc42_a -102. dwg 2/2/11 12:49 PM COPYRIGHT © 2010 CALLISON PARTIAL SECOND FLOOR PLAN A-102 1 2 3 4 5 6 7 8 9 10 C 10- 9 FIRE CAULK T P AND OTTOM OF S FTS D 2" x 2" x 1/4" STEEL I ANGLE CURB AT BASE. ANCHORE AND CAULKED. NEW MECHANICAL SHAFT COORDINATE WITH MECHANICAL AND STRUCTURAL 10- 1 0- 9 9 9 A 1 5 1 t 9 9 - 9 - 9 IA151t FIRE CAULK TOP AND BOTTOM OF SHAFTS FIRE CAULK TOP AND BOTTOM OF SHAFTS FIRE CAULK TOP AND BOTTOM OF SHAFTS - NEW MECHANICAL SHAFT COORDINATE WITH MECHANICAL AND STRUCTURAL 1 0- 10- 10-- 10- 10- NEW MECHANICAL SHAFT COORDINATE WITH MECHANICAL AND STRUCTURAL EF, 10- PARTIAL THIRD FLOOR PLAN 1 /8 " =1' -0" 10- G 10- NEW MECHANICAL SHAFT COORDINATE WITH MECHANICAL AND STRUCTURAL 10- 10-- H 10- WOOD NAILER STAINLESS STEEL RECEIVER SHEET METAL FLASHING CURB BY MECH CONTRACTOR INSULATION FRT WOOD NAILERS ROOFING MEMBRANE, CONFIGURATION PER MANUFACTURER 11111111111111111111111111111111111111 namg ►� • • • EZ17:Z7Z:='21 (EM7) 3FILrA-0.SHING AT EQUIPMENT CURB PIPE OR CONDUIT THRU ROOF DRAW BAND PIPE BOOT ROOFING MEMBRANE, CONFIGURATION PER MFR SEE STRUCTURAL FOR WELDS ON BLDG STEEL AIR COOLED CHILLERS ON STEEL BASE AND PEDESTALS. PEDESTALS ANCHORED TO BUILDING STEEL (TYP. OF ALL). AIR COOLED CHILLERS ON STEEL BASE AND PEDESTALS. PEDESTALS ANCHORED TO BUILDING STEEL (TYP. OF ALL). AIR COOLED CHILLERS ON STEEL BASE AND PEDESTALS. PEDESTALS ANCHORED TO BUILDING STEEL (TYP. OF ALL). STEEL PEDESTALS. SEE MECHANICAL FOR TYPE AND NUMBER. STRUCTURAL FOR WELDING DETAIL (TYP OF ALL).. A -103 A -103 ROOF FLASH AT MFG SUPPLIED CURB (TYP. OF ALL) INTAKE AND EXHAUST HOODS. MFG SUPPLIED CURBS (SEE MECHANICAL) (TYP. OF ALL). 10- 10- CID U (E) PARTIAL ROOF PLAN U 1/8"=r-0" (2) STRUCTURE (OR STRUCTURAL SUB - MEMBER AS NECESSARY) SINGLE -PLY ROOFING - FLASHING AT PIPE ON STEEL 3 " =1' -0" B3010SP -25 REVIEWED FOR CODE COMPLIANCE APDPfVEO FEB 23 Zu11 City of Tukwila BUILDING DIVISION RECEIVED FEB 07 2011 T CENT KEY PLAN • z 0 N 1 1 V CALLISON CO •— o o O L N N 1O LL www.callison.com 0 1.0 O • C) U OD CD - T N N CO CO ja N N co O O ?� N N h L. SDC42 PHASE 1 INTERGATE EAST CAMPUS 3355 S. 120TH PLACE PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 28- JAN -11 PARTIAL THIRD FLOOR PARTIAL ROOF PLAN A -103 J: \Projects\ Sabey\ sdc42\ Caddsdc42 \Sheets\sdc42_a- 103.dwg 2/2/11 12:49 PM COPYRIGHT © 2010 CALLISON (10 AFF) F E D C 6 7 8 9 10 CKT #11 12 14 Cf-- O -1- --O I B BATT. c C B BATT. c E' B GATT. I—O 1 ;. I ["l —•i1 -' J 91 11— 11— C_ 11— 11 12— 131 2- 12— 12— 12— 12— 813— 13— 13— C 13-_ 13--- 14— - X14— 14— _ 14— 14— 14— 15— LIGHTING FIXTURE SCHEDULE ® 2' X 2' RECESSED MOUNTED LED 2' X 2' RECESSED MOUNTED LED, EMERGENCY EGRESS PATH a 5— 15-- 15-- -- 15— 15-- 1 o!� PNL- 42B -H1 CKT #11 B BATT. I C H F —O—F —O , 1 11— 11 10 AFO 10 AFF 11— 11- PNL -41c -H 1 KT HARD LID 11— EGRESS PATH (TYP. OF ALL SEI ( MIC JOIt T C9 . OF ALL A -8 PERIMETER AIC JOINT 1 EGRESS PATH GYPS PT -1 10 AFF D LID 11 E NO _S C ' CU TO LOCAL SE ' ' tit AREA, TYP. II PNL- 42C -H1 CKIF SEISMIC JOINT (TYP. OF ALL) PERIMETER SEISMIC JOIN1 1 H F 1 PERIMWASEISMIC JOINT 1 11 (01 1' 11 s 11 e 101 e E PARTIAL SECOND FLOOR REFELECTED CEILING PLAN 1/8 '.=1' -0' F 2B -H1 CKT #7 ET- PER JOIN METER SEISMIC T CUIT REVItwtu r0Ft E CODE COMPLIANCE 6‘i City of Tukwila BUILDING DIVISI(Th ECEIVEt FEB 07 2011 PERMIT CENT 021 re W v 1'- > N Z m o W c m 4 14 moo, W ca co 0) o F aF 3 O < co d) � � t o > - N O W >0WI- 11 a NN w m O o -. O O N D CI N N 4 C N 0 0 O0 d1- t_coI -IIIL E Z ° Z c1 0 0 c y co O to (0 a W 2 U co W < < J N- U 0_ 00 a F- _ _ H w o 5 N W t>3 v < (1) LO wM M Z C° N 10 0 N 0 1- U w 0 ISSUED / REVISED DATE PERMIT SET 28- JAN -11 J:\ Projects\ Sabey\ sdc42\ Caddsdc42 \Sheets\sdc42_a- 104.dwg 2/3/11 9:02 AM COPYRIGHT © 2010 CALLISON PARTIAL SECOND FLOOR REFELCTED CEILING PLAN A -104 1 2 3 4 5 6 7 8 9 10 3RD FLOOR 20' -O" 2ND FLOOR NEW CEMENT PLASTER SOFFIT NEW SHEET METAL SIDING I 1 1 1 ACP CEILING SEE RCP 1 1 J 10' -0" AFF 2 LAYERS OF FRT PLYWOOD FRT WOOD NAILER A S R19 THERMAL INSULATION BUILDING PAPER OVER EXTERIOR SHEATHING OVER 6" METAL STUD FRAMING OR CEILING SUSPENSION SYSTEM CEMENT PLASTER OR EIFS(EXT INSUL AND FIN SYSTEM) SOFFIT STABILIZE TOP OF CHAINLINK FENCE BY CONNECTING TO SOFFIT WITH CONTINUOUS GALV. 5" X 3" X 1/4" STEEL ANGLE PAINTED TO MATCH CHAINLINK FENCE PROVIDE NEW SHEET METAL DRIP EDGE TO EXPOSED BOTTOM OF EXTERIOR WALL ABOVE CHAINLINK FENCE TO MATCH EXISTING CHAINLNIK FENCING BELOW SET CHAINLINK FENCE POST "SHOE" IN BED OF SEALANT SEAL ALL FASTENING PENETRATIONS THROUGH SHEET METAL _45_20'4r 2ND FLOOR METAL SIDING TO MATCH EXISTING METAIL SIDING ON BUILDING LAP BUILDING PAPER OVER DRIP EDGE DRIP EDGE DETAIL THROUGH CUT SLAB ENCLCSEDED BEAM AND CHAINLINK FENCE A5j1 1,2“=1._0" SHEET METAL COPING FLEXIBLE FLASHING OVER FRT PLYWOOD & WD NAILER -WRAP AROUND END OF NAILER & LAP OVER BUILDING PAPER - EXTEND 3" PAST TOP OF PAPER SHEET METAL COPING OVER EXISTING STEEL JOISTS BEYOND EXISTING BEAM EXISTING FIREPROOFING SHEET METAL COPING - SLOPE TOP TO DRAIN 2 X PRESSURE TREATED WOOD BLOCKING FLEXIBLE FLASHING GYPSUM SHEATHING CONTINUOUS CLEAT SHEET METAL OVER BUILDING PAPER OVER GYPSUM SHEATHING SCRAPE OFF FIREPROOFING TO INSTALL TRACK RE -APPLY FIREPROOFING AFTER FRAMING �- 3 5/8" METAL STUD FRAMING AT BEAM SIDES 2 1/2" METAL STUD FRAMING TOP AND BOTTOM OF BEAM LAP BUILDING PAPER OVER DRIP EDGE EXTEND DRIP EDGE PAST HORIZONTAL SHEET METAL AT BOTTOM OF BEAM ENCLOSURE SHEET METAL OVER BUILDING PAPER OVER GYPSUM SHEATHING DETAIL THROUGH SHEET METAL WRAPPED BEAM 1 1/2 " =1' -0" METAL SIDING TO MATCH EXISTING METAL SIDING 1" "Z" FURRING BUILDING PAPER EXT. GYP. SHEATHING 6" METAL STUDS WI/ R19 GATT INSULATION IN BETWEEN VAPOR BARRIER LAP BUILDING PAPER OVER DRIP EDGE SHEET METAL COPING OF BEAM BEYOND FLEXIBLE FLASHING UNDER SHE €T METAL COPING -OF BEAM = EXTEND UP FACE OF SHEET METAL- AND -UNDER CLEAT 1" "Z" FURRING OVER SLAB EDGE SHEET METAL OVER BUILDING PAPER OVER EXT. GYP. SHEATHING METAL STUD FRAMING EXISTING FIREPROOFING EXISTING STEEL BEAM FLEXIBLE FLASHING UNDER -METAL COPING UP FACE OF CONCRETE BEHIND DRIP EDGE SHEET METAL WRAPPED BEAM BEYOND 5/8" GYP BD BASE AS SCHEDULED BUILDING PAPER OVER EXT. GYP SHEATHING SHEET METAL OVER BUILDING PAPER OVER EXT. GYP. SHEATHING STABILIZE TOP OF CHAINLINK FENCE BY CONNECTING TO SOFFIT WITH CONTIINOUS GALV. 5" X 3" X 1/4" STEEL ANGLE PAINTED TO MATCH CHAINLINK FENCE EXISTING CHAINLINK FENCE ASSEMBLY DETAIL THROUGH LAB EDGE AT NEW WALL HEM EXPOSED METAL EDGE TYPICAL 1 1/2 " =1' -0" REVIEWED FOR CODE COMPLIANCE APPRAVED FEB 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED FEB 07 2011 PRMITCENTEI ti 0,1/ W D > Z m W • v 4 co W a—- C � W • Wd wm0 O cn o. 0 N ek E 0 Z o 0 to 0 1= J co U ti 0 L_ 0 0 o LO rn E 0 0 �— N CO N N �p C0 CO 0 0 ?� N N H U) I_ w • U aQ U J w w 1- Q cc w 1— z OD (0 co 0) 00 ISSUED / REVISED DATE PERMIT SET 28- JAN -11 J:\ Projects \Sabey \sdc42 \Caddsdc42 \Sheets \sdc42_a- 301.dwg 2/2/11 12:49 PM COPYRIGHT © 2010 CALLISON SECTION AND DETAILS A -307 2 3 4 5 6 7 8 9 10 2' -O" I,1' -10" , 2' -0" I SO PTD /WR 5' -0 1 C ENLARGED RESTROOM PLAN 1/4 " =1' -0" FOUR - 2- TIERED 15 "X18 "X36" LOCKERS C1 NOI1V BENCH •0 36" X 48" ACCESSIBLE SHOWER CLEARANCE ENLARGED SHOWER AND JANITOR PLANS 1/4 " =1' -0" HIGHEST OPERABLE PART OF ACCESSORY v MOUNTING HEIGHTS TYPICAL UNLESS OTHERWISE NOTED PAPER TOWEL DISPENSER v WASTE RECEPTACLE L W W W CD CC 1.3 a 3 SANITARY NAPKIN /TAMPON VENDOR FINISH FLOOR 24" X 72" MIRROR " Y O 0 EYEWASH (TOP OF HEADS) 0 N 3' -4" TO BOTTOM EDGE OF REFLECTION SURFACE DOUBLE TIER LOCKERS BEYOND SHOWER CURTAIN ROD ---. ADJUSTABLE SHOWER HEAD c N � U 0 1 N � ONTROL CO WATER CLOSET CT -3 ACCENT WALL TILE CT-4 ACCENT TILE 0 5' -0" 0 NOTE: SEE A5 /A -401 FOR TYPICAL ACC TOILET STALL DIMENSIONS FULL HEIGHT WALL MIRROR TO RUN LENGTH OF WALL NOTE: ,I-1 -8" SEE A7 /A -401 FOR TYPICAL STALL DIMENSIONS CT -2 WALL TILE AND COVE BASE PER FINISH SCHEDULE WOMEN'S RESTROOM ELEVATION 1/4"=64" ACCENT WALL TILE FULL HEIGHT WALL MIRROR TO RUN LENGTH OF WALL 5' -0" 0 \ 0 CT -2 WALL TILE AND COVE BASE PER FINISH SCHEDULE MEN'S RESTROOM ELEVATION 1/4 " =1' -0" ONE PIECE ADA SHOWER CT -4 ACCENT TILE NOTE: SEE A5 /A -401 FOR TYPICAL ACC TOILET STALL DIMENSIONS ONE PIECE ADA SHOWER FOUR - 2 TIERED LOCKERS ON 4" BASE SHOWER CURTAIN ROD SHOWER CURTAIN ROD —� INTEGRAL SOAP DISH —. FOLD -DOWN SHOWER SEAT SHOWER ELEVATION TYPICAL / 1' -6" AT ACCESSIBLE FIXTURE / 1' -6" AT AMB FIXTURE 1 /4 " =1' -0" 0 i \ \ W 0 J O 2 0 CC CO 0 a 0 (;_MOUNTING HEIGHTS FOR TOILET ACCESSORIES AND PLUMBING FIXTURES A J NO SCALE H10-20 co \ \ \ \ \ \ \ % / / / / / \ \ \ \ \ \ / / / / / / / / / DIMENSIONS TYPICAL THROUGHOUT DETAIL 1' -0" t, 3' -6" GB ern M TPD OR TPD /SNR 3' -5" ORIGHT -HAND CONFIGURATION PER PLANS 1' -0" — GB • GB, / 1 1 1 CH I I FOLD -DOWN 1 SHOWER SEAT I S' -3 5/8 'E CONC ONE PIECE ADA SHOWER CT -4 ACCENT TILE NOTE: SEE A5 /A -401 FOR TYPICAL ACC TOILET STALL DIMENSIONS ONE PIECE ADA SHOWER FOUR - 2 TIERED LOCKERS ON 4" BASE SHOWER CURTAIN ROD SHOWER CURTAIN ROD —� INTEGRAL SOAP DISH —. FOLD -DOWN SHOWER SEAT SHOWER ELEVATION TYPICAL / 1' -6" AT ACCESSIBLE FIXTURE / 1' -6" AT AMB FIXTURE 1 /4 " =1' -0" 0 i \ \ W 0 J O 2 0 CC CO 0 a 0 (;_MOUNTING HEIGHTS FOR TOILET ACCESSORIES AND PLUMBING FIXTURES A J NO SCALE H10-20 co \ \ \ \ \ \ \ % / / / / / \ \ \ \ \ \ / / / / / / / / / DIMENSIONS TYPICAL THROUGHOUT DETAIL 1' -0" t, 3' -6" GB ern M TPD OR TPD /SNR 3' -5" ORIGHT -HAND CONFIGURATION PER PLANS 1' -0" — GB • 1' -0" / 1 1 1 CH I I FOLD -DOWN 1 SHOWER SEAT GB MI SCD L OLEFT -HAND CONFIGURATION GB�GB TPD OR TPD /SNR 1. WATER CLOSETS ARE SHOWN WALL - MOUNTED, BUT MAY BE OTHER TYPE. 2. SEE PLANS FOR ACCESSORY ORIENTATION. ACC STALL — SCHEMATIC A5J 3/16 =1' -0- H10 -10 �j 2' -9" AFF Y - - -- 2' -0" MIRROR FAUCET AND CONTROLS - CONFIGURATION VARIES 1/8" RADIUS, TYPICAL FRONT EDGE OF COUNTERTOP SUPPORTED BY 2 X 2X 1/4 TUBE STEEL PER DETAIL B 1/8 X 2 1/2 6 PLATE, ATTACH TO STUD WITH (4) FOUR #10 SCREWS 2 X 2 X 1/4 TUBE STEEL, WELD EACH END TO PLATE WITH 1 1/2" MIN FILLET WELD TOP AND BOTTOM 20 GAGE STUD OELEVATION OF TUBE STEEL SUPPORT AT STUDS T \ / / \ — / \ � LAVATORY IN SOLID SURFACE COUNTER SPLASH, 3 SIDES, SCREED TO WALL 2X LEDGER, 3 SIDES SOLID SURFACING COUNTERTOP - THICKNESS AND SUBSTRATE PER FABRICATOR LAVATORY - MOUNTING AND CONFIGURATION VARIES INSULATE PIPING IF INDICATED APPLIED FINISH VARIES 3 " =1' -0" H10 -02 2' -0" DIAMETER DEPRESSION #- Air iimivt VAMINIE Ed 1; 0 -TA HOLE CUT IN EXISTING SLAB FOR INSTALLATION OF DRAIN BODY AND PIPING POUR STOP AS NECESSARY IN '- • 4 a. ^ a .a FLOOR DRAIN WITH ADJUSTABLE TOP AND FLASHING CLAMP SEEPAGE OPENING SLOPED CURED MEDIUMSET MORTAR BED AROUND DRAIN THINSET STONE TILE OR CERAMIC TILE WATERPROOFING MEMBRANE INTO FLASHING CLAMP ■ • 12" X 12" SUMP \ / \ CHIP EXISTING CONCRETE SURFACE AS NECESSARY TO CREATE 24" DIAMETER DEPRESSION, 1/4" DEEP DRAIN BODY CAST INTO CONCRETE SLAB AND SECURELY FASTENED TO STRUCTURE AS NECESSARY NEW FLOOR DRAIN AND TILE IN EXISTING CONCRETE SLAB 3 " =1' -0" D2030 -04 N. SCD /TPD OR SCD /SNR /TPD 1. WATER CLOSETS ARE SHOWN WALL - MOUNTED, BUT MAY BE OTHER TYPE. 2. ACCESSORIES ARE SHOWN COMPARTMENT - MOUNTED, BUT MAY BE IN OR ON WALL AT END STALL. 3. ACTUAL ACCESSORY LOCATIONS MAY BE OPPOSITE -HAND, SEE PLANS FOR ACTUAL ORIENTATION. A7 TYPICAL STALL — SCHEMATIC 1 /4 " =1' -0" H10 -12 ACC AMB CH DR DV FD FUS GB HD LAV MH MIR M/S PTD ACCESSIBLE AMBULATORY ACCESSIBLE COAT HOOK DIAPER RECEPTACLE DIAPER VENDOR FLOOR DRAIN FOLDING UTILITY SHELF GRAB BAR HAND DRYER LAVATORY MOP /BROOM HOLDER MIRROR MIRROR WITH SHELF PAPER TOWEL DISPENSER PTD /WR SCD SCD /TPD SCD /TPD /SNR SD SNR SNV TPD TPH WR w z 0 m REVIEWED FOR CODE COMPLIANcL APPROVFr FEB 232L, City of Tukwii BUILDING DIVIQ! " PAPER TOWEL DISPENSER AND WASTE RECEPTACLE SEAT COVER DISPENSER SEAT COVER DISPENSER AND TOILET PAPER DISPENSER SEAT COVER DISPENSER, TOILET PAPER DISPENSER AND SANITARY NAPKIN RECEPTACLE SOAP DISPENSER SANITARY NAPKIN RECEPTACLE SANITARY NAPKIN AND TAMPON VENDOR TOILET PAPER DISPENSER TOILET PAPER HOLDER WASTE RECEPTACLE TOILET ROOM A9 ABBREVIATION LEGEND NO SCALE RECEIVED FEB 07 2011 PERMIT CENTER H10 -19 l+' z 1 1 0 N lf) CO c0 CO rn 0 < O 1 Imo m O LL 00 F u. L u_ Q N CO 0 N N OD N CO 0 N N V 0 co 0 2 Q 0 (1) Q W Q 0 I— Z 0 Q J 0 1- CD CV CD CU CS) Q M I- M CAD 0 N N 0 N 1- 0 LU 0 i a ISSUED / REVISED DATE PERMIT SET 28- JAN -11 J :\ Projects\ Sabey\ sdc42\ Caddsdc42 \Sheets\sdc42_a- 401.dwg 2/2/11 12:50 PM COPYRIGHT © 2010 CALLISON ENLARGED PLANS A -401 1 2 3 4 5 6 7 8 9 10 9' -10 7/8" _ 1 — 7 T 11 PARTIAL SOUTH ELEVATION 1/811=11-0" 12) (13 14) (15 271 -0" 27' -0" 29' -9 3/8" N in PARTIAL WEST ELEVATION 1/16 " =1' -0" SAW CUT REMAINING PANEL, REMOVING TOP PORTION AS SHOWN. REFER TO STRUCTURAL FOR ADDITIONAL DETAIL FOR KNEE BRACE RETENTION. SAW CUT PANELS FOR NEW EXTERIOR LOUVERS AND NEW EXTERIOR DOOR. REVIEWED FOR CODE COMPLIANCE ,APDanvFD FEB 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVE') FEB 07 2011 T C NTE KEY PLAN bL1O2q J: \Projects\Sabey\sdc42\Caddsdc42 \Sheets \sdc42_a- 501.dwg 2/2/11 12:50 PM COPYRIGHT © 2010 CALLISON 4 r- OWNER: Z m 0 W ' U co c CO a ti) co roc o FW ` � I. rn 0 a- ▪ ;oar°'• ao c0 Ja WILL NNN co W 4. —: : - cD CO N M0. • N L= - o F LL N N N • E Z ° Z O 0 c N J J- J J ca U ✓ u C/) a. W 2Oao W < < U 0.. co Cn ' Q Q 0 ▪ W CV N W to dm I- V < co I • Ce W M z ISSUED 1 REVISED DATE PERMIT SET 28- JAN -11 PARTIAL ELEVATIONS SOUTH AND WEST DEMOLITION A -501 2 3 4 5 6 7 8 9 10 12 13 14 (TYP.) , NEW EXHAUST STACK (SEE MECHANICAL 4 < CONNECTION DETAILS - SEE STRUCT. - •iu s (TYP.) NEW CAMERA NEW EXTERIOR LOUVER --� NT.W EXTERIOR LOUVER NEW EXTERIOR 3'0" DOOR EXIST. EXTERIOR LOUVER —/ PARTIAL WEST ELEVATION 1 T I �i'Oiiii0•iii'�'�'PiOi :'Oi ►Di•Oi•Oi•Oii'ii0'i• �000000000�'�•�'O�•Oi �i'Oi'0000000�•000�•O •. .•••••.••.••...... ............. .❖.❖.•.o❖.❖.•❖.❖ .❖a.❖.o❖.❖.❖.❖.❖. Yx /� �S \ ;! ;,/ f., / �,.:. \ /Y, / J hX �F k k � � { / h /.\•(: C k/ Y, /' ", <\ \ \i� . ^ f�kk / ■ ht. n h > Xh\ L X 4. EXIST. AIR WAY ENCLOSURE NEW EXTERIOR AIR WAY. CHAIN LINK W /BIRDSCREEN FOIC PARTIAL SOUTH ELEVATION 1/8"=r-0" REVIEWED FOR CODE COMPLIANCE APDPnvEn FEB 23 2011 City of Tukwila BUILDING DIVISI n ECEI V EL FEB 07 2011 PERIAITCENTEk KEY PLAN l btkOl9 OWNER: 0 N z 0 N 1 1 E 0 Z O c 0 J = J ca • U L 0 0 LL 0 LL O r E O (f) 0 N O o co rn • '- NN�y� t1) W W N N 03 C0 C0 0 0 N N 3 H {L _ Q 0 CO a W W I- Q 0 1— Z W O c0 < co 0) 1- cp N Q LO N O N 1- U W 0 ISSUED / REVISED PERMIT SET DATE 28- JAN -11 J :\ Projects\ Sabey \sdc42 \Caddsdc42\Sheets \sdc42_a -502. dwg 2/2/11 12:50 PM COPYRIGHT © 2010 CALLISON PARTIAL ELEVATIONS WEST AND SOUTH A -502 1 2 3 4 5 6 7 8 9 10 METAL STUD 5/8" G.W.B. GATT INSUL. • D METAL TRACK CAP MTL FLASHING BACKER ARLANT INTERIOR E1 LOUVER HEAD /SILL EXIST. CONC. PANEL MTL. FLASHING PREFINISHE METAL LOUVER SYSTEM UTILITY YARD SCALE 3' = 1' -0" LOUVER JAMB CONC. PANEL JAMB FLASHING SEALANT INTAKE LOWER W/ BIRD SCREEN SCALE 1 1/2" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 3 2011 RECEIVED FEB 07 2011 City of Tukwila PERMITCENTER BUILDING DIVISION bt1 025? OWNER: cc W -° > N • 0 - 6 0 ek E Z Z 0 Oc y V) 2 J J N < 4 U C/) D IZ W a H U Q 1- (n as w N w d' I- ✓ a ▪ C9 • w H Z 2 0 N CO (0 CO 0) O 0 N N O r- H N-) 0 w oc EL ISSUED / REVISED DATE PERMIT SET 28- JAN -11 J:\ Projects \Sabey\sdc421Caddsdc42 \Sheets \sdc42_a- 503.dwg 2/2/11 12:50 PM COPYRIGHT @ 2010 CALLISON EXTERIOR DETAILS A -503 6 7 8 9 10 STRUCTURE CEILING (WHERE OCCURS) EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT AT FIRE -RATED CONSTRUCTION STRUCTURE CEILING (WHERE CEILING OCCURS) A PARTITION CONFIGURATION: �I ■11■A 11111 11111" IIIUII i11"11111IIIIIII11"1111I1111111 IIIIII\III11111 II 1/111111 111111111111"1111111"1 IIIIIIII..hIIII.1 EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT B PARTITION CONFIGURATION: STRUCTURE C PARTITION CONFIGURATION: FULL - HEIGHT FINISH MATERIALS BOTH SIDES PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES FULL - HEIGHT NO FINISH MATERIALS EITHER SIDE NPARTITION/ WALL DESIGNATIONS (-) D PARTITION CONFIGURATION: PARTIAL HEIGHT SCREEN WALL AND GWB STRUCTURE EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT CEILING E PARTITION CONFIGURATION: PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES WITH GWB CEILING a NO INSULATION BATT ACOUSTICAL INSULATION RIGID (THERMAL) INSULATION BATT THERMAL INSULATION PARTITION TYPE- INSULATION INDICATOR NO SCALE C1010FP -03 PARTITION /WALL SYMBOLOGY PARTITION /WALL RATING LEGEND THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION IS A THREE - UNIT CODE THAT INDICATES THE CONFIGURATION, CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: INSULATION CONSTRUCTION OF PARTITION /WALL VERTICAL CONFIGURATION OF PARTITION /WALL NON FIRE -RATED 1HR FIRE -RATED PARTITION /WALL NOTES 1. SEE SPECIFICATION SECTION 09111 FOR STUD SPACING AND GAGE. 2. ANY PARTITION CONTAINING ACOUSTICAL INSULATION AND ONLY PARTITIONS CONTAINING ACOUSTICAL INSULATION SHALL BE CONSIDERED ACOUSTICAL PARTITIONS. PARTITION /WALL NOTES NO SCALE C1010FP -0 5/8" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS 6" METAL STUDS NOT USED PARTITION NO SCALE C1010FP -22 6 5/8" TYPE "X" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS 6" METAL STUDS NOT USED PARTITION (1HR FIRE - RATED) NO SCALE CONSTRUCT PER UL DESIGN NO U419 C1010FP -09 5/8" GYPSUM BOARD METAL STUDS INSULATION IF NOTED 2 1/2" METAL STUDS 3 5/8" METAL STUDS 6° METAL STUDS PARTITION NO SCALE C1010FP -21 11 METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS 4" METAL STUDS 6" METAL STUDS PARTITION NO SCALE L1-1 w w w 5/8" GYPSUM BOARD METAL STUD FRAMING COLUMN (FIREPROOFED mommommedRamimmarmn OR NOT FIREPROOFED) GYPSUM BOARD COLUMN WRAP 1 1/2 " =1' -0" C1010FP -90 E9 C9 METAL STUDS (PER ES REPORT ESR- 2054), MAXIMUM HEIGHT 20' -0" FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) FASTENERS: AT PLYWOOD FLOOR (MINIMUM 3/4" CDX): PROVIDE (2) NO 8 X 1" WOOD SCREWS AT 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMIM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE AT CIP CONCRETE AND POST- TENSIONED CONCRETE FLOOR: PROVIDE HILT! X -U 0.157" DIAMETER POWDER- ACTUATED FASTENERS, EMBED 3/4" PER ESR -2269. 24" MAXIMUM OC STAGGERED FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16" MAXIMUM OC STAGGERED FOR 2 LAYERS GYPSUM BOARD EACH SIDE PTN- TO -FLR CONNECTION FOR SEISMIC SITUATIONS 3 " =1' -0" C1010FP -08 FIRE -RATED GYPSUM BOARD TO OVERLAP 2" MINIMUM ONTO SHAFTWALL SYSTEM / 13 14 1 HR FIRE -RATED HORIZONTAL SHAFTWALL MEMBRANE CONSTRUCTED PER ES REPORT NER -258. HEIGHT PER CEILING PLANS FIRE -RATED METAL STUD PARTITION PER FLOOR PLANS CORRIDOR 1HR RATED PARTITION AT CEILING NO SCALE C1010FP -39 6* METAL STUD FRAMING - 1 METAL TRACK 5/81 GYPSUM - BOARD 6" METAL STUD FRAMING 6' METAL TRAM( STEEL COLUMN CEMENTMOUS FIREPROOFING (TYP.) GWB COLUMN SURROUND CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE -RATED FLUTED STEEL FLOOR DECK (ORIENTATION OF PARTITION WITH RESPECT TO DECK FLUTES MAY VARY) FILL VOID WITH PACKING MATERIALS IF REQUIRED BY UL DESIGN TYPICAL PARTITION FOR 1HR, 2HR AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW -D -0060 FOR 1HR, 2HR AND 3HR FIRE RATINGS, CONSTRUCT PER UL DESIGN HW -D -0119 HW -D -0120 SHAFTWALL PARTITION OPARTITIONS LOCATED WITHIN DECK SPAN (PARTITION INDICATED PARALLEL TO DECK FLUTES) CONCRETE SLAB OR FLUTED STEEL ROOF DECK OR FIRE -RATED FLUTED STEEL FLOOR DECK WA AV OVIEW OF PARTITION WHEN CONSTRUCTED PERPENDICULAR TO DECK FLUTES JOINT BETWEEN FIRE -RATED FRAMED PARTITIONS & STRUCTURE ABOVE NO SCALE HOURLY FIRE - RATING OF THE FLOOR ASSEMBLY MUST BE EQUAL TO OR GREATER THAN THE RATING OF THE PARTITION 7//////////////////////////////////////////Z/////////// // 1 HR FIRE -RATED VERTICAL CONSTRUCTION PER ES REPORT 4" SHAFT WALL STUDS SHAFT WALL STUDS (SIZE AS NECESSARY FOR SPANS) CO E C MEWED t oh COMPLIANCE 4Ppr'r!Pt FEB 23 J1 1 Bu 1HR FIRE -RATED HORIZONTAL CONSTRUCTION PER ES REPORT SEALANT RATED PARTITION MAY CONTINUE 1HR FIRE -RATED DUCT (A9j� ENCLOSURE /PLENUM oIX ss . ityatTukwila DING Di iteinN iREcEivEr FEB 0 7 2011 PERMIT DENTE CONSTRUCT PER ES REPORT NER -258 t,,flo29 440 OWNER: z 0 N 1 1 0 E 0 O c co 0 0 J= ▪ (). N CO CO CO rn L O >>< LL L y.+ � cv O 0 LL_ (f) O W 0 —J IZ 0 vJ LO M ISSUED / REVISED DATE PERMIT SET 28- JAN -11 J :\ Projects \Sabey\sdc42 \Caddsdc42 \Sheets \sdc42_a- 800.dwg 2/2/11 12:50 PM COPYRIGHT © 2010 CALLISON WALLTYPES AND INTERIOR DETAILS A -800 0 0 ti Co LO rn 0) EE O 0 N O Sao. N N to CD CD OD 0 0 3t N N 2 3 4 5 6 7 8 9 10 3/4" CLEAR AT ONE END IN EACH DIRECTION. DO NOT FASTEN THIS END TO THE CLOSURE ANGLE. AT OTHER END IN EACH DIRECTION, FASTEN TEES TO CLOSURE ANGLE. HANGAR WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER CROSS TEE STABILIZER BAR TO MAINTAIN PERIMETER TEE SPACING MAIN TEE OR CROSS TEE (SUSPENSION SYSTEM) HEAVY DUTY 8" MAX FASTEN TO STRUCTURE PER CISCA 3 -4 (FIGURES 2, 3, 4, AND 5) AS MODIFIED BY ASCE 7 -05. SECTION 13.5.6.2.2 12 GAGE MINIMUM HANGAR WIRES AT 4' -0" OC EACH DIRECTION - NO MORE THAN 1:6 OUT -OF- PLUMB, TYPICAL WIRE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES MINIMUM AT EACH END OF HANGAR WIRE WITHIN A 3" MAXIMUM LENGTH 2 X 2 CLOSURE ANGLE, MINIMUM. SEE NOTE AT TOP. OPERIMETER SUPPORT NOT REQUIRED IN SEISMIC DESIGN CATAGORY C FOR CEILINGS LESS THAN 144 SF © GENERAL SUPPORT EXCEPT AS INDICATED IN DETAILS C AND F, COMPONENTS OF MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SHALL BE INDEPENDENTLY SUPPORTED AND BRACED FROM STRUCTURE WHERE HANGAR WIRES ARE MORE THAN 1:6 OUT -OF- PLUMB, PROVIDE COUNTER - SLOPING WIRES METAL - FRAMED TRAPEZE AS NECESSARY TO AVOID OBSTRUCTIONS MAINTAIN HANGAR WIRE SPACING AND CAPACITY BELOW OBSTRUCTION 00 ACOUSTICAL CEILING PANELS COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C635, ASTM C636, CISCA 3 -4, AND ASCE 7 -05, SECTION 13.5.6. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL BE CONNECTED TO STRUCTURE ABOVE BY (1) 12 GAGE TAUT OR SLACK WIRE LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS, AND AIR TERMINALS /SERVICES WEIGHING MORE THAN 20 POUNDS AND LESS THAN 56 POUNDS SHALL BE CONNECTED TO STRUCTURE ABOVE BY (2) 12 GAGE TAUT OR SLACK WIRES ATTACHED AT DIAGONAL CORNERS LIGHT FIXTURES AND AIR TERMINALS /SERVICES WEIGHING MORE THAN 56 POUNDS AND ALL PENDANT LIGHT FIXTURES SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE USING APPROVED HANGARS LIGHT FIXTURES, AIR TERMINALS, AND SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING SYSTEM - © LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 DEGREES (IN PLAN) FROM EACH OTHER AND SECURED TO MAIN RUNNER WITHIN 2" OF INTERSECTION. EACH END OF EACH WIRE TO BE LOOPED AND WRAPPED AROUND ITSELF 3 TIMES MINIMUM WITHIN A 3" MAX LENGTH is. LOCATE BRACING AT 12' -0" OC EACH DIRECTION AND WITHIN 6' -0" OF PERIMETER WALLS, PARTITIONS, OR EXPANSION JOINTS FOR SPANS UP TO 6' -0 ", USE A SINGLE 20 GAGE 1 5/8" COMPRESSION STRUT FASTENED TO MAIN TEE WITH (2) NO 8 SCREWS AND TO STRUCTURE WITH (2) HILTI X -DNI .145 DIA X 3/4" FOR SPANS UP TO 9' -0 ", USE DOUBLE COMPRESSION STRUT OLATERAL BRACING FOR CEILINGS EXCEEDING 144 SF CONTRACTOR OPTION FOR CATEGORY C: PROVIDE ALTERNATIVE LATERAL BRACING DESIGN BASED ON ASCE 7 SECTION 13.3.1 AND 13.5.6.1 INSTALLATION OF SUSPENDED ACOUSTICAL CEILING SYSTEMS - 2006/2009 IBC SEISMIC DESIGN CATEGORY C, D, E, AND F NO SCALE PROVIDE CEILING EXPANSION JOINTS AS NECESSARY, DIVIDING CEILING INTO AREAS NO GREATER THAN 2500 SF SEISMIC DESIGN CATEGORY C: PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 3/8" IN ALL HORIZONTAL DIRECTIONS SEISMIC DESIGN CATEGORY D, E, ANF F: PROVIDE FLEXIBLE CONNECTION TO SPRINKLER HEAD THAT ALLOWS CEILING TO MOVE 1" IN ALL HORIZONTAL DIRECTIONS - 8" MAX EACH SIDE/ OEXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF NOT REQUIRED IN SEISMIC DESIGN CATEGORY C OSPRINKLER HEAD CLEARANCE C L_ C3030AC -01 FIRE EXTINGUISHER W022 zWZ _0 Cr N m ZLo w W 0 W m a IdEj g9 u_ WwaO C7 (N W J U 0 �y W U m 0IU co WALL END OR EDGE (WHERE OCCURS) DOOR FRAME OR WINDOW FRAME DEVICE MOUNTING GUIDELINES 1/2 " =1' -0" FIRE ALARM THERMOSTAT OR TEMPERATURE SENSOR TELEPHONES, DOOR SWITCHES, DOOR CONTROLLERS, FIRE ALARM PULL SWITCHES, LIGHT SWITCHES AND SIMILAR ITEMS (THE INTENT IS TO ALIGN TOPS OF ALL ITEMS WHILE ALLOWING ALL OPERABLE PARTS TO BE LESS THAN 4' -0" AFF) ELECTRICAL RECEPTACLES - SINGLE, GANGED, OR SEPARATED BY 2" 0 NOTES: 1. USE THIS DETAIL TO LOCATE DEVICES THAT ARE INDICATED ON THE DRAWINGS BUT NOT LOCATED BY DIMENSION, OR TO LOCATE REQUIRED DEVICES THAT ARE NOT INDICATED ON THE DRAWING. 2. ALIGN MULTIPLE DEVICES HORIZONTALLY AND /OR VERTICALLY AS DETAILED. 3. ITEMS OTHER THAN ELECTRICAL RECEPTACLES SHALL BE MOUNTED NEAR DOORWAYS OR INTERSECTING WALLS AS DETAILED SO AS NOT TO INTERFERE WITH THE PLACEMENT OF ART OR FURNITURE -- EXCEPT THAT WHERE THE WALL SEGMENT IS LESS THAN 24 9/32 WIDE, CENTER THE DEVICES AS DETAILED. WALL SEGMENT 24" WIDE OR LESS EQUAL EQUAL WALL END OR EDGE (WHERE OCCURS) 0 a WINDOW, DC "FEATURE" 1 SEPARATES INTO SEGN OR OR HAT WALL NTS H30 -01 EXIST. SLAB CHIP BACK 1' -0" MIN. OF EXIST. SLAB TO EXPOSE EXIST. REBAR TO ALLOW CONNECTION GALV. STEEL GRATE • • - III =III -I I • v ._ • a•/Q,p a• , • ' .A � •. a •, d _ III III iii iii11I" II���lll II 11=111=111= M=111=111-7 -i I I- III -I I - III =1 � I =11 III = III = III =1 7 1= r 1 1' (SEC. TRENCH) 3' (PRI. TRENCH) SECONDARY FUEL OIL TRENCH - (TYP.) N.T.S. • STEEL COLUMN . ACT (EXIST.) ROSS BRACING z E5 COLUMN WRAP @ BRACING STEEL COLUMN 2,_O„ ROSS BRACING EXIST.) ACT GWB 1/4 " =1' -0" SQUARE -EDGED PANEL, WHERE OCCURS ACOUSTICAL CEILING PANEL MAIN TEE OR CROSS TEE (SUSPENSION SYSTEM) EXPANSION JOINT X" REVIEWED FOF CODE COMPLIANCE APPROVED FEB 2 3 2011 City of Tukwila BUILDING DIVISIQV SEISMIC/EXPANSION JOINT IN SUSPENDED ACP SYSTEM 6 " =1' -0" C3030AC -10 SQUARE -EDGED PANEL, WHERE OCCURS 0 ACOUSTICAL CEILING PANEL MAIN TEE OR CROSS TEE (SUSPENSION SYSTEM) EXPANSION JOINT A9 AS SPEC'D RECEIVED FEB 07 2011 PERMIT CENTE SEISMIC EXPANSION JOINT IN SUSPENDED ACP SYSTEM 6 " =1' -0" C3030AC -11 J :\ Projects \Sabe jAsdc42 \Caddsdc42 \Sheets \sdc42_a- 801.dwg 111 -029 2/2/11 12:50 PM COPYRIGHT ® 2010 CALLISON OWNER: W -a F Z m W 0 Q CO F W �_ a o F C W I- W O. m0 4 rd N d c 0 N N r- 0 N 1 1 0 CALLISON www.callison.com 0 0 0 L D 0 LL � � 0 L0 �o) Ns CD 0 0 CO co a- 0 N c0 0 N N 0 N CO 0 N SDC42 PHASE 1 INTERGATE EAST CAMPUS 3355 S. 120TH PLACE Tukwila, WA 98168 PROJECT #210252.06 ISSUED 1 REVISED DATE PERMIT SET 28- JAN -11 INTERIOR DETAILS © -Rfll F �u 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 -42, Tukwila Building Dept. Contact - Mr. Allen Johnson, Phone 206 - 431 -3670 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2009 International Code supplement & Date - see snow (rain factor) 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load Building Code (IBC) See snow load Basic ground snow load - 25 psf Basic roof snow load - 25 psf Importance factor - 1.2, 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 1.15. Collateral loads were not included in uplift design 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. 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. 0 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE SLABS. F'c =3000 PSI. 0 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 N0.11 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.) 30. 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 0 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 INDEPENDENT TESTING DEPT. AND THE ARCHI LOCAL BUILDING DEP FOUNDATION: CONCRETE: REINFORCING: CONCRETE ANCHORS & ANCHOR BOLTS: WELDING: BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING TECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED ARTMENT. SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. 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. 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. ALL FIELD INSTALLATION OF CONCRETE ANCHORS & 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). 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. = EQUAL E.S. = EACH SIDE E.W. = EACH WAY F.O.C. = FACE OF CONCRETE F.O.S. = FACE OF STUD F.O.W. = FACE OF WALL FTG. = FOOTING GA. = GAGE GALV. = HOT DIP GALVANIZED G.W.B. = GYPSUM WALL BOARD V.N.F. H. OR HORIZ. = HORIZONTAL V.O.F. H.S.S. = HOLLOW STRUCTURAL SECTION W/ I.C.C. = 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 M.R.S N.F. N.T.S. 0/C or 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. U.N.O. V.E.F. VERT. V.F.F. VERT. VFY V.I.F. = METAL ROOF SUPPLIER = NEAR FACE = NOT TO SCALE oc = 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 SHEET INDEX 50.1 STRUCTURAL GENERAL NOTES S1.1 FOUNDATION PLAN S1.2 -S1.3 2nd FLOOR PLAN S1.4 PARTIAL 3rd FLOOR PLAN. PARTIAL ROOF PLAN. S2.1 FOUNDATION SECTIONS. S3.1 ROOF SECTIONS S3.2 SECTIONS S3.3 ROOF SECTIONS S4.1 ELEVATIONS. REVIEWED FOR CODE COMPLIANCI PPPMEO FEB 2 3 2011 City of Tukwila BUILDING DIVIS� RECEIVED FEB 07 2011 PERMIT CENTEF bii--oi9 CORPORATION a w m z a o Q) 0 N- CO CO CO 0 N Lo 0) a7 co N CO 0 sPt N z STRUCTURAL ENGINEERS CO CO cO Ia C‘2 Z to °z ot i rzl CO w • °z0 11' m. co 4 Z a. N Q PROJECT #99136045 ISSUED 1 REVISED DATE PERMIT SET 1 -At -11 L: \99files \99136\ 99136045 \SDC42 -S0.1- GeneralNote -16- 99136045. dwg 1/27/11 11:21 AM COPYRIGHT 0 2010 CALLISON GENERAL NOTES S0.1 F E c J V U ILJ (E) F12.5 (E) F12.5 (E) F12.5 (E) F12.5 E) F12.5 (E) F12.5 (E) F12.5 0 I 0 EXIST. 12" WALL O -0 > FQ cc . o c 0. o ✓ Y w m o Z Q o r N Fourth Floor N , 03 co 00 o O 01 N- o U R°°rn ? r N 4) o a N N CO (O cn +' o 0 3 N (i) F- 3 (E) F10.0 (E) F12.75 (E) F12.5 (E) F12.5 (E) F12.751! (E) F12.5 (E) F12.75 E) F12.5 (E) F12.5 O I 0 LOCATE GRATING PER ARCH. KLEMP KWHD 19 -4 -84 OR EQUAL SEE SECT. A -2.1 FOR DETAILS. d d (E) F9.5 E) F12.5 D -2.1 0 I 0 M NEW TRENCH PER SECT. A -2.1 -, E) F12.5 (E) F12.5 (E) F12.5 (E) F12.5 (E) F12.5 IFFUSER BANKS (BY OTHERS.) II EXIST. 12" WALL EXIST. 8" CMU SEE SHT. S3.3 FOR NEW OPNGS SUPPORT STRONG BACK DETAILS. N 0 I 0 M (E) F10.0 (E) F9.5 (E) F12.5 (E) F12.5 I (E) P9 TYP. (E) F12.75 (E) F12.5 METAL STUD WALL PER SECT. D -2.1. r �4. (E) F12.5 I (E) F12.5 (E) F12.5 (E) F12.5 (E) F12.5 I 0 M z z w STRUCTURAL co in rn co -1 co co �z H co 0 g Lo °zo V a w ole5 Z c co c0 co DEMO EXIST. CMU WALL. (E) F13.0 1 I (E) F9.5 (E) F12.75 (E) F13.0 (E) F13.0 [] F12.75 (E) F13.0 (E) F13.0 (E) F12.75 CD (E) F6.5 (E) F13.5 (E) P6 A -2.1 (E) P4 (E) F10.5 r (E) F11.0 (E) F10.5 (E) F10.0 REVIEWED FOR CODE COMPLIANCF DDIri VEP FEB 2 3 2011 City of Tukwila 41 HLDING DMVIG1t (E) F10.5 .,r. a' AIN f a CO (E) P6 RECEIVE[ FEB 07 2011 PERMIT CENTER (1) W < coo Q Z Cis w Nw Q co 1- Z w U CL 0 N M C) PROJECT #99136045 ISSUED / REVISED DATE PERMIT SET 1- 7,?�•11 25' -0" 29'-q 29'- 24' -6" 1' -6" 27' -1" 27' -4 1, 27' -4 27'- PARTIAL FOUNDATION PLAN EN_Ei NOTES; 3/32" = 1' -0" 1.) FOUNDATION NOTED AS (E) = EXISTING (N) = NEW 2.) SEE DETAIL C /S2.1 FOR TYPICAL HOUSEKEEPING PAD. L: \99files \99136 \99136045 \SDC42 -61.1- fndnplan- 128- 99136045.dwg 1/27/11 2:27 PM KEY PLAN Q N.T.S. COPYRIGHT Q 2010 CALLISON FOUNDATION & SLAB PLAN S1.1 F E D C 8 0 el° w x w ' 0) I' i Z x t< N 0 3 3 W . o 0 N- 3 x N w w HDR IMIONMINIA D -2.1 N 3 w x x YC X N e'4 ('4 N 3 L) M x 3 -2.1 (E) W27x84 (E) W27x84 (E) W27x84 (E) W27x84 (E) W27x84 (E) W27x84 E) W24x76 E) W24x76 (E) W24x76 (E) W27x84 E) OWNER: z O " _> N Q O c d O E m co 0 to o O: r • r O V O 3 o Q co o u . o > r N CD CO CO JD (' N N co W CD- C • CD CO N m0 L+-oo a N c6 N N 3 �0cnFlu.3 O 3 d▪ ' x 1' -0" CONC. WALL BELOW 4 N U z N 3 O � I > .. O .o s x 3 w -4- x N 3 w .4. x x 3 3 w w N (E) W27x84 (E) W27x84 (E) W27x84 (E) W27x84 (E) W27x84 E} W27x84 i (E) W24x76 E) W24x76 (E) W24x76 (E) W27x84 S4.1 (E) L4x4x4 BRACES O I 0 M X w '4. N w * ' ' ' x x x N c7,1 RI 3 3 x I x x X 3 3 3 w w % w .r E) W27x84 (E) W27x84 (E) W27x84 (E) W27x84 (E) W27x84 E) W27x84 (E) W24x76 (E) W24x76 (E) W27x84 Q1 O I 0 4 3 3 3 w w jj st 4 x j X 3t N 3 x N 3 w (E) W30x99 (E) W30x99 0 (E) W30x99 (E) W30x99 (E) W30x99 W30x99 (E) W27x84 (E) W27434 E) W27x84 (E) W30x99 R (0 rn Nt x x r N 3 r— cr5 (0 N. 3 3 w v w CO N oo co co co co co * ' 3 3 N3 co co (0 C rn * * 1. N 3 3 3 3 3N W33x141 (E) W33x141 E} W33x D -4.1 OPEN (E) 3 x B -2.1 SIM (E E) W33x118 E) W30x99 W30x99 (E) W30x99 1'- ft 27' -1" 27-4" 27' -9" 27' -9" 27'- PARTIAL 2ND FLOOR PLAN NOTES: 3/32" = 1' -0" 1.) (E) = EXISTING (N) = NEW 2.) SEE SHEET S2.1, S4.1 FOR DETAILS. 29' -4$" 26' -2" AREA OF • KEY PLAN L:l99files \99136 \99136045 \SDC42 -S 1.2- 1.3- 2ndflrplan- 128- 99136045.dwg 1/27/11 11:23 AM 27' - RECEIVED FEB 07 2011 ?EMIT CENTER REVIEU Eu FOR ODE COMPLIANCE aPaP'.mom n 1 FEB 2 0 1.� .; Cityof rakwila .. ./BUILDING olv'SICN N.T.S. COPYRIGHT D 2010 CALLISON .0 in 1 rn � 02 0) �z �.H o O 02 Z to to • co • ri z0 a w ac7 z w co co w m C/) O.. W 2 o LY <`=C° J .- y ° a. CO Lu N • I— (0) W in �, z ISSUED / REVISED PERMIT SET DATE 1 - 1 1 PROJECT #99136045 PARTIAL 2ND FLOOR PLAN S1..2 F E D C B A 1 L J 0 Iv 1' -6" 1' -6" 9' -0 #" 27' -42" (E) W27x84 27' -42" (E) W27x84 27' -92" (E) W27x84 27' -9" E3 W27x84 (E) W27x84 (E) W24x76 (E) W24x76 26' -2" (E) W24x76 (E) W30x99 27 EXIST. D CK ABOVE a X 9, -3" PER LOCA xt- 9' -3" JCK SHAFT 3'x6' ECT. B -2.1 PER ARC X 1' 9'-3 3 9' .r X x "3 9' _ 3 •• 3 N w w � •v T w e.✓ X N w 27 000# 1 AHU-42C2 1 L PH -1 1 (E) W27x84 2 54,000# 1 AHU -4282 1 AHU -42B1 1 1 PH -1 1 (E) W27x84 x tV w 27 000# AHU 42A1 N w 9' -3" 9' -3" c w -4- X N 3 w (E) W27x X I 17 Ii1 Iami RF -42C1 E) W27x 4 HDR E) W27x84 (E) W24x76 ce 0 E -2.1 _x N 0) X h 04 3 w 0 ..e X N '4- x PARTIAL 2ND FLOOR PLAN Q NOTES; 1.) (E) = EXISTING (N) = NEW 3/32" = �r '4- x N 3 N 3 w AREA OF WORK. '4- x tV w 0 x xl- 4 4 x x x 3 3 3 - t , w '- X 3: cV w 1 x N w REVIEWED to CODE COMPLIANCE APPROVi '`` FEB 2 3 2_ City otTukwIle 9IJILDING D"'' ' \ I b11_ O11 KEY PLAN Q w z 0 W 4 H L 0 0 LL 1 0 LL O O co CO N STRUCTURAL ENGINEERS CO in CO 1 03 C‘2 `z. t o g CO co rri °xo 0 WWW Z �z cc, w w C/) 0_ 2 U 1- W W I- < 0 0_ W 1— z PROJECT #99136045 ISSUED 1 REVISED DATE PERMIT SET L:199fites199136\ 99136045 \SDC42 -S 1.2- 1.3 -2ndfl rplan- 128- 99136045.dwg 1/27/11 11:24 AM COPYRIGHT aQ 2010 CALLISON PARTIAL 2ND FLOOR PLAN S7.3 LO 0) C7 N CO N c0 O N E 0 0 f0 u) 3 W6x15 W6x 1 n 1 �,r. ..twat,'_, ra..w....r:..Y. t.tr sr, wr... MR MI WWII t _ ... ,rr.,.At r ,�. It a .:rl.�r'1 -.r .11111., trwl r ■ �ww, _il�iar.'S r ■;wiw; ' - rr,lr0wtrab rnr i,waf.. u „ n,Y W33x1 va�e•a . a S .r . ` w.rntY.w �.. .w.r.rrrrrrwr. r ■Yuri,/=. rrfwrrnt..wa..... lt.a.rrr,.rr,rar.rrrw,frn• . • .. r. taw 8 CONT. 12 SPANS (E) W14x120 COL. 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A 1 0 M tY uJ z 0 Z O -O > c15 eg = O d • (13 03 V to O Q N • N O O CO CO N t0 O N F 24x68 (E) W24x68 E) 124x68 (E) IW24x68 E) W27x94 0 [68'— ■ �/IB` —�3, 2 CHILLER 3 1 ��%) Lt) IC u) t) x �q �l.a m3! in .:i ..,•01.4... w�rvxi P PLA DTL. C ILLER 31.51Z� B -3.2 r� � u7 —. X re) r.-.) x M t• ._a M f--A nYIA C ILLER 31.5K PUMFl PLATFORM PER DTL. C-3.2 2 -12" PIPES ABOVE ROOF . DUCTS BELOW. 0 0 I w W24x6 (E) W24x68 E) W$4x6 1 —6" 27' -1" 27' -41" (E) W30x99 (E) W30x99 30x1 PARTIAL ROOF PLAN (E NOTES: 1.) (E) = EXISTING 8 E) W33x118 D D 3/32 " = 1'-0" (E) W33x1 E) W33x130 x141 33x152 AREA OF WORK. KEY PLAN la EXIST x cv EXIST. AHU sr x 3 (E) L4x4xj BRACES EXIST. AHU (E) W27 (E) W27x8 (E) W27x84 84 s 0 x c4 6 " CONC. SL 0 18GA. W2 FO MLOK DEC I w w 0 SCH40 TO ROOF. —0" (E) W27 (E) W27 4 J_ (E) W24 76 (E) W24 84 x N.T.S. 2 REVIEWED OR CODE COMPLIANCE APPROVED FEB 2 3 2011 s O M ••1•1•••••■••••=1•1 2 RUNS 0 16' 12 "0 SCH.4O PIPE " ABOVE 2 d FLOOR. N 3 100pif H. rL X 3 3 r I� w w w c �� _ I_L v 1-e1 I - -- 11 1 LL__ N 3 RUNS 12" 16'-0" w SCH.40 P VE 2nd F N 3 w Nt. x 3 N H 0 z w Z W 7 w STRUCTURAL ENGINEERS W U J al-I co co co I 05 CV cz F z co 8 c z0 w _x o i3 z m co co CO v- 00 rn PROJECT #99136045 ISSUED / REVISED City of Tukwila BUILDING DIVISION PERMIT SET DATE 1 -111 (E) W27x 4 (E) W27 (E) W27k84 (E) W27x8 (E) —W24 (E) W24*76 (E) W24k76 0 E) W27484 RECEIVED FEB 07 2011 PERMIT CENTER 1' -6" 9,— 9' -0" 1' -6" 27' -1" 9' -1 27' -4" 27' -4" g'_34" 27' -9" 9,-3" 8' -6 *" - -111■-i 27' -9" 9'_7i" 9' -3" g,_" 27'-94" 8'-87t1 8'-9" 26' -2" $' $' -8" 8' -9" 8' -8" I 8' -9" 8' —&" 8' -9" I 26' -22" I I 26' -2" 7' -71" 3,-3i" " 27 —94" _7'-1"1 1 9' -3" PARTIAL 3rd FLOOR PLAN Q 1.) (E) = EXISTING 3/32" — 1' -0" o b\1O2'Y L: \99fi Wes \99136 \99136045\SDC42 -S 1.4- 3rd -rf -plan - 128 - 99136045. dwg 1/27/11 11:25 AM COPYRIGHT © 2010 CALLISON PARTIAL 3RD FLOOR & ROOF PLAN S7.4 �/IB` —�3, 2 CHILLER 3 1 ��%) Lt) IC u) t) x �q �l.a m3! in .:i ..,•01.4... w�rvxi P PLA DTL. C ILLER 31.51Z� B -3.2 r� � u7 —. X re) r.-.) x M t• ._a M f--A nYIA C ILLER 31.5K PUMFl PLATFORM PER DTL. C-3.2 2 -12" PIPES ABOVE ROOF . DUCTS BELOW. 0 0 I w W24x6 (E) W24x68 E) W$4x6 1 —6" 27' -1" 27' -41" (E) W30x99 (E) W30x99 30x1 PARTIAL ROOF PLAN (E NOTES: 1.) (E) = EXISTING 8 E) W33x118 D D 3/32 " = 1'-0" (E) W33x1 E) W33x130 x141 33x152 AREA OF WORK. KEY PLAN la EXIST x cv EXIST. AHU sr x 3 (E) L4x4xj BRACES EXIST. AHU (E) W27 (E) W27x8 (E) W27x84 84 s 0 x c4 6 " CONC. SL 0 18GA. W2 FO MLOK DEC I w w 0 SCH40 TO ROOF. —0" (E) W27 (E) W27 4 J_ (E) W24 76 (E) W24 84 x N.T.S. 2 REVIEWED OR CODE COMPLIANCE APPROVED FEB 2 3 2011 s O M ••1•1•••••■••••=1•1 2 RUNS 0 16' 12 "0 SCH.4O PIPE " ABOVE 2 d FLOOR. N 3 100pif H. rL X 3 3 r I� w w w c �� _ I_L v 1-e1 I - -- 11 1 LL__ N 3 RUNS 12" 16'-0" w SCH.40 P VE 2nd F N 3 w Nt. x 3 N H 0 z w Z W 7 w STRUCTURAL ENGINEERS W U J al-I co co co I 05 CV cz F z co 8 c z0 w _x o i3 z m co co CO v- 00 rn PROJECT #99136045 ISSUED / REVISED City of Tukwila BUILDING DIVISION PERMIT SET DATE 1 -111 (E) W27x 4 (E) W27 (E) W27k84 (E) W27x8 (E) —W24 (E) W24*76 (E) W24k76 0 E) W27484 RECEIVED FEB 07 2011 PERMIT CENTER 1' -6" 9,— 9' -0" 1' -6" 27' -1" 9' -1 27' -4" 27' -4" g'_34" 27' -9" 9,-3" 8' -6 *" - -111■-i 27' -9" 9'_7i" 9' -3" g,_" 27'-94" 8'-87t1 8'-9" 26' -2" $' $' -8" 8' -9" 8' -8" I 8' -9" 8' —&" 8' -9" I 26' -22" I I 26' -2" 7' -71" 3,-3i" " 27 —94" _7'-1"1 1 9' -3" PARTIAL 3rd FLOOR PLAN Q 1.) (E) = EXISTING 3/32" — 1' -0" o b\1O2'Y L: \99fi Wes \99136 \99136045\SDC42 -S 1.4- 3rd -rf -plan - 128 - 99136045. dwg 1/27/11 11:25 AM COPYRIGHT © 2010 CALLISON PARTIAL 3RD FLOOR & ROOF PLAN S7.4 Iv ,r SLAB w /6x6 — W1.4xW1.4 ON 1 GA. GALV. —W2 FORMLOK DECK EXIST. 8" SLAB ON GRADE 3" IF 8" CMU OCCURS PROVIDE I � #4 If L 0 4 —0 o/c DOWELS. 1 #4 12 "o/ �— #4 '!a I i l II —I I I- 1111�I- �III111 co #4 N I @ 12 "o /c DOWELS. 2 #5 HOLD • 4" 1 i "CLR. in 0 12 "o /c t x3x" CONT. L W/ "x4' WHS 0 2' -0" #4 0 18" EPDXY INTO EXIST. SLAB 5' -0" MAX. #4 0 12 "o /c E.W. '.n 4 'r 3 © _ 1' -4" h.. III —I 1 1 —I 1 1— 1111111111111111 -J 0 0 •`v TYPICAL TRENCH SECTION SECTION CONT. L2 x2 x+ w/10"0 HILTI KWI B LT 17 2' -0 "oc (EMBED 4 ") .7MIMI MIS MIL MIR BIM SECTION 1 6" C -2.1 " = 1' -0" EDGE OF EQUIPMENT A -2.1 " = 1' -0" $ [FIELD VERIFY] �IIII � IIII�III 111=11=111= #4 4 — 0 12 "o /c DOWELS. WATERSTOP 1 #5 IN EA. FLUTE WHERE CMU WALL OCCURS OVER TRENCH DETAIL OF ADDED REINF. WHERE CMU WALL OCCURS ON TRENCH c —c 1 0J WT8X22.5 EXISTING UTILIDOR I e II A 0 if) 0 N N X 18GA. GALV. W2 FORMLOK DECK NEW EXTENSION 2 FLU ESNEA.SIDE OF TYPICAL PLAN MANHOLE CONT. DFLECTION TRACK ATTACHED TO SLAB SOFFIT EXIST. W.F. JOIST 18GA. TRACK PNL. EDGES, TYP. GYP FINISH PER ARCH NO. 8 SCREWS 0 6 "oc EDGES & 12 "oc FIELD METAL STUD PER SCEDULE CONT. TRACK TOP & BOT. w/ NO. 8 EA. STUD EA. SIDE CONT. 18GA. BOT. TRACK w/ "cb HILTI Ic133 4' -0' oc (EMBED 3 ") EXIST. SLAB [FIELD VERIFY] # 24 "o /c, E.W. riZZ/Z A I I I I 1 11111 1 1111 111 � I I 1 —I I III —I 111=111=111=111 111 -111 =1 " DIA. J —BOLTS 0 24" O.C. PERIMETER EMBED 4" HILTI RE 500 ADHESIVE 1 1 I 11111111 111 STUD SCHEDULE LOCATION DESIGNATION SPACING 2ND FLOOR 6x1 ix18 GA 24" o.c. ALT. 8 "x 1 i "x20 GA 24" o.c. I I— III —I 11— Ii1111 1111111111111 III— Ii1 —III- - III= III =11 111 =111=111= METAL STUD DEMISING WALL SECTION EXIST. SLAB NOTE; FOR SPILL CONTAINMENT PROVIDE L3X2X+ (LLH) 0 PERIMETER w/ *" DIA HILTI KB TZ 0 24" O.C. TYPICAL HOUSEKEEPING PAD SECTION G -2.1 " = 1' -0" D -2.1 e1 —e1 8 i."(6 PUDDLE WELD 0 12 "o /c #4 x 3' -0" 0 12 "o /c CENTER OVER WT8x22.5 WT8x22.5 BEAR ON 3x3L 0 EA. END SECTION b —b rkv t) 203 WT8x22.5 BEAR ON 3x3L 0 EA. END MAX SECTION c —c GIRDER PER PLAN N GRATE PER PLAN. ONT. L24x24x w/ "0 x0' -4" WHS 0 '- 0 "o /c. 8" WALL GRATE DETAIL DETAIL AT TRENCH INTERSECTIONS AND CORNERS DEFL. BRACKET 8' -0 "oc MAX. 3"1 1 x0' -6 "x " BENT R w/ 2— 0.145 "0 HILTI X —EDNI FASTENERS SHEATHING PER ARCH. DETAIL el el 11 TYP. STUDS u PER SECTION D -2.1 u u CRIPPLE STUD • 18GA.'7' x0' -6" BENT R TOP & BOT. w/2 — #8 EA. WAY CRIPPLE STUD 2 -800S -162 BUILT —UP HEADER w/ CONT. 16GA. TRACK TOP & BOT. EXTEND WEB EA. SIDE & ATTACH TO STUDS w/ 4— #8 THUS DETAIL e2 —e2 2— FULL HEIGHT STUDS PER SECTION D -2.1 6' -4" MAX. A 17' -0" MAX. B TYP. STUD FRAMING N.T.S. SECTION E -2.1 1" = 1' -0" BEAM MECH. CURB SEE DETAILS TOP OF SLAB `'��r —∎ n - r-, L6x6xiij TYP. COPE 0 SUPPORTS C BEAM BELOW FLOOR DECK SECTION 2' -7" MIN. (VFY.) B -2.1 " =1' -o" n CABINET PER MFR. (MAX, TOT. WT.= 2100 #) TYP. ADJAC. CABINET WHERE NOTED PER PLAN (VFY. w /ARCH.) EXIST. 66 r" SLAB ON FOR LOK DECK PROVIDE is HILTI KWI BOLT TZ SCREW ANCHOR EA. CORN R (4 TOT.) (EMBED 3# " MIN.) TYP. NOTE; MFR. CONN. . ASSEMBLY SHALL BE ADEQUATE TO TRANSFER 200# NET UPLIFT AND LATERAL SHEAR CABINET TO ANCHOR, TYP. TYPICAL SERVER CABINET ANCHORAGE DETAILS (2ND FLR.) UNLESS MOUNTED ON SEISMIC ISOLATION PAD SECTION F -2.1 " = 1' -Off REVIEWED FOR CODE COMPLIANCE APPRC1VEO FEB 232011 City of Tukwila BUILDING DIVISION RECEIVED FEB 07 2011 PEWIT CENTEP w z 0 0 -0 } Q 0 c 0. 0; UL Al a H Fourth Floor 0 0 03 rn 0 z CO LO co • op �0 x Lo cow °z • O CO rn CO CO 0 0 w 5 v 0 Q. g O Q Q U a_ U1 _ Q O W N W 1- Q O LO W ch I— M z co co 0) co 1— PROJECT #99136045 ISSUED / REVISED DATE PERMIT SET L:\99files\99136\99136045\SDC42-S2.1-fndsect-16-99136045.dwg 1/27/11 11:26 AM COPYRIGHT © 2010 CALLISON FOUNDATION SECTIONS. S2.1 HEADER A 2- 800 —S- 162 -43 (18GA) B 2- 1000 —S- 162 -54 (16GA) 2— FULL HEIGHT STUDS PER SECTION D -2.1 6' -4" MAX. A 17' -0" MAX. B TYP. STUD FRAMING N.T.S. SECTION E -2.1 1" = 1' -0" BEAM MECH. CURB SEE DETAILS TOP OF SLAB `'��r —∎ n - r-, L6x6xiij TYP. COPE 0 SUPPORTS C BEAM BELOW FLOOR DECK SECTION 2' -7" MIN. (VFY.) B -2.1 " =1' -o" n CABINET PER MFR. (MAX, TOT. WT.= 2100 #) TYP. ADJAC. CABINET WHERE NOTED PER PLAN (VFY. w /ARCH.) EXIST. 66 r" SLAB ON FOR LOK DECK PROVIDE is HILTI KWI BOLT TZ SCREW ANCHOR EA. CORN R (4 TOT.) (EMBED 3# " MIN.) TYP. NOTE; MFR. CONN. . ASSEMBLY SHALL BE ADEQUATE TO TRANSFER 200# NET UPLIFT AND LATERAL SHEAR CABINET TO ANCHOR, TYP. TYPICAL SERVER CABINET ANCHORAGE DETAILS (2ND FLR.) UNLESS MOUNTED ON SEISMIC ISOLATION PAD SECTION F -2.1 " = 1' -Off REVIEWED FOR CODE COMPLIANCE APPRC1VEO FEB 232011 City of Tukwila BUILDING DIVISION RECEIVED FEB 07 2011 PEWIT CENTEP w z 0 0 -0 } Q 0 c 0. 0; UL Al a H Fourth Floor 0 0 03 rn 0 z CO LO co • op �0 x Lo cow °z • O CO rn CO CO 0 0 w 5 v 0 Q. g O Q Q U a_ U1 _ Q O W N W 1- Q O LO W ch I— M z co co 0) co 1— PROJECT #99136045 ISSUED / REVISED DATE PERMIT SET L:\99files\99136\99136045\SDC42-S2.1-fndsect-16-99136045.dwg 1/27/11 11:26 AM COPYRIGHT © 2010 CALLISON FOUNDATION SECTIONS. S2.1 L J 0 0 IU TOP OF EXHAUST STACK 10' -0" ABOVE ROOFLINE A, TOP OF SCREEN WALL 8' -0" ABOVE ROOFLINE SCREEN WALL BEYOND (BY OTHERS) NEW GUIDE COLLAR AT ROOF ROOF EL. VARIES 64' -01" — 69' -01" AFF METAL FLASHING BONNET ® MTL. PANEL WALL PENETRATION NEW GUIDE COLLAR AT THIRD FLOOR 3RD FLOOR E . 40' —Oyr AFF NEW S.S. EXHAUST STAC NEW EXHAUST STA GUIDE COLLAR k 2ND FLOOR EL. 20" -O" AFF 1ST FLOOR z, EL. 0' -0" AFF F -3.1 \ F -3.1 D -3.1 C -3.1 B -3.1 ' do R-3.1 .o SECTION © EXHAUST STACK, TYP. SECTION A -3.1 in . HSS4x4x$ STL. STRUT HSS4x4x4 NEW S.S. EXHAUST STACK 24" EXIST. MTL. SIDING EXIST. GIRDER MTL. PANEL WALL CONC. PANEL WALL NEW EXHAUST STACK L8x6xix2' —6" STEEL ANGLE W/ (4)— i "(6* EXPANSION ANCHORS 0 9" O.C. 1i" CONNECTION © 3RD FLOOR 4-1"X t" " STL. PLATE BOLTED ON EN 2 —" WINDOW CUT IN SIDE OF SS FOR ACCESS TO BOLT, TYP. SECTION i "0 EXPANSION ANCHOR 4—i" EMBEDMENT, MIN. STEEL B —LINE PIPE ROLLER 83114R -18 OR EQUAL. B -3.1 i» = 2' -10" MAX. HSS 4x4x1, TYP. TYP >I TOP OF LOUVER SUPPORT COLUMN SECTION 2' -11 » E -3.1 #" = 1'_0" 2' -2" 18 "0 HSS4x4x1 /4 24" FROM WALL GUIDE COLLAR SECTION SECTION H -3.1 11- = 1 —C EXIST. ROOF ASSEMBLY EXHAUST STACK GUIDE COLLAR — SEE SECT. F -3.1 L6x6x /x2'— 6" STEEL ANGLE L4x4x1/4 STEEL SUPPORT ANGLE 2' —0" NEW EXHAUST STACK EXIST. MTL. SIDING EXIST. GIRDER CONNECTION © ROOF SECTION 4— "xl" STL. PLATE, BOLTED TO END R NEW EXHAUST STACK 2» C -3.1 i» = 2' -2" HSS4x4x4 L3x3xl WELDED TO HSS 2 —" WINDOW CUT IN SIDE OF SS FOR ACCESS TO BOLT, TYP. GUIDE PLATE, BOLT TO HSS PER MFR. GUIDE COLLAR PLAN SECTION F -3.1 1» = 1' -0„ EXIST. MTL. SIDING ABOVE EXHAUST STACK GUIDE COLLAR — SEE SECT. F -3.1 L6x6x #x2'— 6" STEEL W/ (4) —i" 0* EXPANSION ANCHORS 0 9" O.C. NEW EXHAUST STACK EXIST. TILT UP CONC. PANEL EXIST. GIRDER v °I lit: CONNECTION © CONC. PNL SECTION EXIST. MTL. PANEL WALL D -3.1 i" = 1,_0- PRE —FIN. MTL. FLASHING, PER ARCH. 1"x" CONT. STL. TAB WEL ED TO ALL SIDES OF TUBE HSS4x4x1 /4 (SEE SECT. F -3.1 FOR 3RD FLR. GUIDE COLLAR) EXPOSED FASTENERS TO BE GASKETED ADDITIONAL MTL. STUD FRAMING IN EXIST. WALL MTL. FLASHING © 3RD FLR. GUIDE COLLAR SECTION G -3.1 3" = 1' -0" REVIEWED r-OR CODE COMPLIANCE APPRIlVEO FEB 2 3 2611 City of Tukwila BUILDING DIVISION RECEIVED FEB 07 2011 PERMIT CENTER b 11%.- 0 II w z 0 Z 0 -0 > • m 0 O. CC 12 0 3 W m 0 a • N N Fourth Floor WA 98168 -5121 o o co N CO CO .fl N N tQ CO c0 0o3 N N 11 rn 0 z z z c0 tr) CO 03 I 05 CV � x CO • z g CV • W L0 C/3 CO rzi °z8 t W o5. z co co w a N 0 to IMMO 00 CD CO 0) PROJECT #99136045 ISSUED / REVISED DATE PERMIT SET 1 -2.%-1 1 L: \99files\99136 \99136045 \SDC42 -S3.1- sect- 16- 99136045.dwg 1/27/11 1:15 PM COPYRIGHT Q 2010 CALLISON SECTIONS S3.1 BEAM ROOF CURB DETAILS V MECH. CURB SEE DETAILS <3 SIDES 3ix4x0' -31" TYP. R —� 7 L6x6xj TYP. COPE ® INTERIOR TO HOUSING DUCT OPNGS. USE L3x3x4 SIM. 0 SUPPORTS 3ixix0 -31" R. TYP. CURB SUPPORT FRAMING BELOW ROOF DECK SECTION A -3.2 14' -6" " 1' -0" w BEAM W8x31 SIDE VIEW OF CURBS M x 3 B -3.2A EQ. w (E) GIRDER scp 4x6 w/1"0 CARRIAG BOLTS 0 2' -0 "o /c 2x BLOCKING 0 EA. BOLT BETW. FLUTES 4x4x +L " w EE CURB FOR EXHAUST UNITS W8x31 CP 6' -74" w EQ. (FIELD VFY.) 12' -0" CHILLER PUMP PLATFORM. DETAIL C -3.2 i" = -0" * CV td- 1 NOTE: G90 GALVANIZE ALL STEEL EXPOSED TO WEATHER W.P. i" STFF. PIPES, TYP. CHILLER MECH. UNIT 33,000LB MAX. CONT. W6x15 BELOW CURB CURB PER MFGR. V FLASHING PER ARCH. EXIST. ROOF INSULATION L3x3x1 BRACE PER PLAT (4 PLCS 2 EA SIDE) w/4 "4 A325 N THRU BOLT 0 EA. END L6X6X X 0' -6" M = 1 c) � iv WELD R. "0 STD. PIPE w/ " "x0' -10" TOP I. w/ "0 A325N THRU -BOLT EXIST. W.F. PURLINS CHILLER PLATFORM. W.P. SECTION B -3.2 i" = 1' -0/! EXTEND BEAM ® PIPE SUPPORT BETWEEN CHILLERS REVIEWED FOR CODE COMPLIANCE AppaAVEO FEB 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED FEB 07 2011 PERMIT CENTE b114--02--q Fourth Floor N to 00 co co r 0 E o rn n rn U N(1) c0 CO In N N CO o + -' 0 0 ?� N N N v) E- IL 3 U O c:4 r.4 z z E z WiJE ] cc) to rn co ,x,z F c5 o4 o co IN tan V 0 rn c0 CO c0 PROJECT #99136045 ISSUED / REVISED DATE PERMIT SET 1 -1(6-11 L: \99files \99136199136045 \SDC42 -S3.2- sect- 16- 99136045.dwg 1/27/11 11:29 AM COPYRIGHT © 2010 CALLISON ROOF FRAMING SECTIONS S3.2 F E D C B A L u U 0 iu EXIST. 6 FLOOR S " CONC. NEW W BS —, FLOOR EXIST. MECHANICAL OPENING EXIST. 20 GA EDGE FORM EXIST. W2 FLOOR DECK <TYP. (N) C6x8.2 EDGES Sc 3' -0" OC MAX TYPICAL SLAB INFILL 3RD FLOOR s " V3 -12" NOTE: ADDITIONAL REINFORCING OR SLAB OWLS NOT REQ'D. SECTION A -3.3 NEW HVAC UNIT / • HSS SUPPORT POST HVAC CURB BY OTHERS HSS SUPPORT CURB EXIST. ROOF " 1' -O" i7 ANCHORAGE OF NEW HVAC SECTION E -3.3 EXIST BEAM PER PLAN VERIFY END R z_ 0 I N HSS 5X5xii CONT. HSS 5X5xi r 6x1 X20 STUD INFILL BTWN ROO DECK AND CURB TYP. LAB ONLY (BELOW) NOTE: USE 1" PLATE MATERIAL TO BRIDGE OVER FLUTED STEEL DECK TO MINIMIZE WELING OVER EXISTING LAB BELOW. 1t.1 x6x12 1X6 LEGS. n TYPICAL ABOVE ROOF MECHANICAL UNIT SUPPORT CURB SECTION B -3.3 I" 1' -0" _ V HSS 5X5x CONT. HSS 5X5xj PER PLAN EXIST BEAM 0 0 0 •': 0i" 0 EXIST BEAM EXIST 8 8X OR 16x16x1 H S COL. EXIST 8x8 HSS EXISTING ROOF BEAM SECTION C -3.3 " = 1' -0" 6x1ix2OGA 24" O.C. 6x18GA CONT TRACK 12GA BENT CAP R. EA. B.U. STRONGBACK w/4 — #10 (2 EA. SIDE) 12 "0 PIPES MAX. [15' -8") IV " END . (TYP) 0 LOCATE 0 8' -0 "o /c MAX (U.N.O.) SECTION F -3.3 <TYP. 4 "0 PIPE (TYP) EXIST. ROOF BEAM. " 1' -0" _ SYMM. H.S.S. CO 6 x 6 x EA. SIDE OPNG. 11 DETAIL 1 1 i \ 1 L6x3i "xj" (L.L.V.) LINTEL EXTEND 2" EA. END & BEAR ON MASONRY. A y ,,/// i t 8' -8" MAX. R.O. DETAIL EXIST. C.M.U. WALLS 1 DETAIL 1 L, DTL2 1 DETAILS 3 f_� \t. / STRONGBACK ELEVATION NOTES; 1.) USE 03 ALL— THREAD EMBEDDED 4i" MIN. INTO WO HOLES FILLED w /HILTI HIT HY -150 MAX. ADHESIVE. 2.) DO NOT SUBSTITUTE OTHER ADHESIVES FOR THE HILTI HY -150 MAX. WITHOUT PRIOR WRITTEN AUTHORIZATION FROM E.N.W. 3.) HOLD T.S. " MAX. FROM WALL. 4. ANCHOR H LE THRU ANGLE TO BE W" x 14" HORIZ. SLOT CTR'D ON THE 4" DIM. 5.) ANCHORS TO BE PLACED 0 90' TO ALL. 6.) PROVIDE SPECIAL INSPECTION FOR ADHESIVE ANCHORS PER I.C.C. REPORT ESR2262. 7.) OPENING SHOWN MUST BE LOCATED AT LEAST 4' -0" FROM EXISTING WALL EXPANSION JOINTS. ZONOLITE FILL ON ROOF DECK MECHANICAL OPENING 4x4x L ALL AROUND D OPGS. ROOF DECK TYPICAL FRAMING AROUND ROOF PENETRATIONS EXIST BM PER PLAN NOTE: INCLUDES CONDUIT OPN'G FOR LOAD BANK SECTION D -3.3 i" = 1' -0" BACK T i "x4 "x1' —O" w /1 "o ANCHORS EMBED 5" & SIDE Ft 12GA x4 "x0' —8" w/4—#10 EA. SIDE TO BUILT UP STRONGBACK. MAX. R.O. PER 8" MIN. DETAIL 11 BUILT —UP STRONG BACK (2)800 S- 162- 54(16GA) STUDS w /16GA TRACK EA. FACE STITCH w/4—#10 (1 EA COR) 0 1' -0 "o /c CONNECT TO WALL BRACKET w/3 — #10 EA SIDE. BASE R "x4 "x1' -0" w /2— "so ALL — THREAD EMBE 3i" MIN. INTO "0 HOL FILLED w /HILTI —500 ADHESIVE. INSTALL & PROVIDE SPECIAL INSPECTION PER I.C.B.O. ER2322 DETAIL SIDE R 12GAx4 "x0' -8" w/3 — #10 TO BUILT —UP STRONGBACK. 2 SIDE R's TO B.U. STRONGBACK TYP. c/12 > V EA. SIDE SIDE R's TO BASE Ft DETAIL 3 4 REVIEWED FOR CODE COMPLIANCE ADDQnvED FEB 23 2011 City of Tukwila BUILDING DIVISION RECEIVED FEB 07 2011 ? CENTER D o1cI w z 0 m cts 1- r 0 N Fourth Floor T 0) rn E 0 0 N 0 CO NN cTs O 003 N N • sn H 0 z sn z W z CO le) Ic CV 0 c i Lc) 00 o• ff? • z O O rn co 0 0 0 z w z_ U' z w NTERGATE EAST CAMPUS w U J V) CO CO CO 0) PROJECT #99136045 ISSUED / REVISED DATE PERMIT SET L: \99fi les \99136 \99136045 \S DC42 -S 3.3- sect -16- 99136045. dwg 1/27/11 11:30 AM COPYRIGHT © 2010 CALLISON ROOF SECTIONS S3.3 L Y J V T.O.S. (VERIFY) 27' -4i" i 12 27' -4" 27' -94" 27' —9" 27' — 26' -2" HORIZ. ROOF RUSS BEYOND BM. /BM. CONN. (E)W27x94 (E)W27x102 (E)W27x102 (E)W27x102 (E)W27x102 (E)W27x94 (E)W27x84 FF = 40' -0" 3RD FLR. (E)W33x141(29 E) W33x 141(30; (E)W33X141(25) )W30x99(; 5) TOP OF EXIST. CONC. 4 WALL = 27' -0" 4 FF = 20' -0" 2ND FLR. 0' -0" W33x 141(2 W33x141(3 , / ,`, /7 JIVM747/4iVY4.r& a�� +% # s '�� _.,.r. %> t r, l;..1 /r J'�IJ% ..!/ ,2 Ji$ , . 'If r.: lil1.I1i% %slll"� I`.� /fs ' J�lr� I '. i: f'? i! 1ifirf /ll • //i'I'/%/.%./'l�fl�'.f. fill! /!r!l!.!I/ //f`r�*rflff/.r�%. (E) 8x8x HORIZ.._Q H.S.S. ACE EXIST. 10" SHOTC T.O.S. (VERIFY) FF = 40' -0" 4 3RD FLR. TOP OF EXIST. CONC. 4 WALL = 27' -0" FF = 20' —0 " 2ND FLR. 0' -0 66" 6" LEAVE EXIST 28' -5" 17' -6" ETE SHEARWALL T/U WALL 29' -4" 29' —4" 24' -6,4" 29' —4i" 29' -4" PARTIAL EXIST. FRAME ALONG GRID 16 4-=r-0 LOOKING NORTH 30' -0" 30' -0" F9 II (E)W4 8x26 F9 F9 II II I- -I I- (E)W1EW5 30' -0" II II )W27$I (E)W18x'5 30' —0" 30' —0" TYP DUCT DTL. SEE SHEET S -3.1 (E)W27x84 (E)W18x35 (E)W18x35 i0 .S.S. ,il IZ. BRACE Y I . I r 4' ��ii /11 / I ill /� + � Yy..I.� rl. / 1 J. . ♦ �� s 146E: I 1r NEW 8x8x H.S HORIZ. BR CE S. %f� '.� ,rr r• .� /Jr r 'r .,`'lam 'fJ r. .� ♦ r + ♦ r l r r .fr / ff A;',/ f • �yw�isrsr:w'rrr.- r.irw..sreri� rtssrr�rs� .rrrsir�rri +�i � r. 0 NE H.S.S ..'IZ. B A -4.1 4 PLCS T.O.S. (VERIFY) 30' —0" 2' CURB. SEE ARCH. DWGS. DEMO EXIST. 5 " PC PNLS THUS FOR NE 15)" LOUVRE INFILL BY OTHERS. PARTIAL EXIST. FRAME ALONG GRID �A LOOKING WEST 30' -0" 30' —0" EXIST. GIRDER EXIST. GIRDER 21x57 W21x57 W21x57 W21 x57 / T.S.8x8x1 F.F.= 40' —0" 3RD FLR. W27x94 W27x94 (30) W27x94 (30 W27x94 (30 F.F.= 20' -0" 4 2ND FLR. 0' -0" 27x94 26 "x26" CONC. COL. SEE 27x94 (30) W27x94 (30) W27x94 (30) 2' -0" PARTIAL EXIST. FRAME GRID LOOKING WEST " CONC. WALL REMAIN " CONC. WALL BE REMOVED 1' -4" VARIES 8x8x l" HORI . BRACE EXIST. COL. ELEV. OF TOP OF LOWER R. = 11' -0" SECTION 1' -6" 2 -8 VFY EXIST. i" R. ABOVE & BELOW HORIZ. 8x8xz T.S. COL. BRACE — FOR LOCATION SEE WALL ELEVATIONS ON S5 SHEETS. A -4.1 -o" SEE PLAN L6x6xix8' -0" EXHAUST PIPE ASSEMBLIES w/ "0 HILTI RE -500 EPDXY CHORS O 2' -0 "oc EMBED 4" PER ICC REPORT ESR FIRST PURLIN VERIFY EXIST. OR ADD L4x4x* 0 7' -6 "oc VERIFY EXIST. OR ADD L3x3x+ x ' 0" w/ 4x4x+ O END& "0 EXP. BOLT SPACE 0 4 —0 "oc 51" EXIST. WALL 18 "0 PIPE SUPPORT DETAIL PER SHEET S3.1 LOWER PORTION TO BE REMOVED AT GRID t�A SECTION C -4.1 in = 1.-0" 1' -6" FIELD VERIFY EXIST. RED —IRON 2ND FLOOR CONNECTION THUS (TYP. OPENINGS) SEE PLAN s x FIRST PURLIN VERIFY EXIST. OR ADD L4x4x* 0 7' -6 "oc VERIFY EXIST. OR ADD L3x3x* x 0" w/ 4x4x* R 0 END & � "0 EXP. BOLT SPACE 0 4 —0 "oc 5" EXIST. WALL LOWER PORTION TO BE REMOVED AT GRID pA SECTION B -4.1 = V-0" 0 " SEE PLAN NEW OPNG PER PLAN. SUPPORT L's PER SECT. B -2.1 fi VFY EXIST. 3 x 3x x 1'— O w / 4 x4 x 0 E N D & t"0 EX BO LT SPACE 0 R. 4' —0 "oc 5? EXIST. WALL DEMO. ( FIELD VFY. AS— BUILT) SECTION D -4.1 " = 1' -0" REVIEWED FOR CODE COMPLIANCE pppOA1IF_D FEB 2 3 2011 City of Tukwila BUILDING rniuisin N RECEIVED FEB 0 7 2011 PERM CENTI b War 0 1 °I L:199files\ 99136\ 991360451SDC42 -S4.1 -ELEV- 192- 99136045.dwg 1/27/11 11:31 AM COPYRIGHT © 2010 CALLISON CORPORATION L 0 LL 0 LL 0 r E Q U r" c) 0 aorn ' a N N CO CO .a N N t0 O 0 N 00 N N in N 1L x 0 z N�N z rn I 05 cz to o -"c Or - s CG W °z 0 0 oa co co co MENNE U J 0 c0 00 rn PROJECT #99136045 ISSUED / REVISED DATE PERMIT SET 1- Z.Qr11 PARTIAL EXIST. FRAMING ALONG GRIDS 16 & A S4.7