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Permit M11-020 - SABEY DATA CENTER - SDC42
SABEY DATA CENTER SDC-42 3355 S 120 PL M11-020 City *Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Project Name: SABEY DATA CENTER - SDC42 Permit Number: M11 -02:0 Issue Date: 07/08/201'1 Permit Expires On: 01/04/2012 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD , 4TH FLOOR 98168 Contact Person: Name: JESICA ROGERS Address: 1221 2 AV N , KENT WA 98032 Email: JROGERS@HERMANSON.COM Contractor: Name: HERMANSON COMPANY LLP Address: 1221 2ND AV N , KENT, WA 98032 Contractor License No: HERMACLOO5BJ Phone: 206 - 396 -0081 Phone: 206 - 575 -9700 Expiration Date: 08/25/2012 DESCRIPTION OF WORK: 20,000 + /- APPROXIMATELY SQ FT OF DATA SERVER TENANT IMPROVEMENT, CONSISTS OF (5) ROOFTOP AIR COOLED CHILLERS & PUMPS TO SERVE 2ND FLOOR (3 AHU'S) & 1ST FLOOR (3 CRAG UNITS), ASSOCIATED DUCTWORK/PLENUMS HAVE FIRE RATED DAMPERS. 1ST FLOOR GENERATOR ROOM HAS 4 VENT FANS, CONTROLS & FIRE RATED DAMPERS. Value of Mechanical: 075,000.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature I hereby certify that I have read and exa Fees Collected: $67,514.13 International Mechanical Code Edition: 2009 Date: ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie with whether specified herein or not. The granting of this permit does not prelsu ne to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this permit. Signature: Date: 7/e (z / Print Name: -. (�C�� %3 cmC This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M11-020 Printed: 07 -08 -2011 • s PERMIT CONDITIONS Permit No. M11 -020 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 permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: 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. 5: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 6: 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). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: 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. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 12: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 13: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 14: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 15: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 16: 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) 17: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 18: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 19: The installation of flammable /combustible liquid storage tanks, both aboveground and underground, requires a separate fire department permit for each tank. Permits can be obtained from the fire prevention office at 444 Andover Park East, Tukwila, WA 98188. 206 -575 -4407. 20: All flammable /combustible liquid tank installations and piping shall comply with 2009 International Fire Code Chapter doc: IMC -4/10 M11-020 Printed: 07 -08 -2011 34 and NFPA 30. • • 21: Generator installations shall comply with NFPA 30, chapter 22, NFPA 31, NFPA 37, NFPA 110, NFPA 111, NFPA 70, aticle 445, and manufacturers installation guidelines. 22: A stamped licensed engineers' letter may be submitted to the fire inspector at the time of inspection certifying compliance with the referenced code reqiuirements. 23: The UPS room must comply with International Fire Code, section 608, STATIONARY BATTERY SYSTEMS. 24: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4)( THE SPRINKLER DENSITY FOR THE BATTERY/UPS ROOM TO BE A MINIMUM EXTRA HAZARD GROUP 1.) 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IMC -4/10 M11-020 Printed: 07 -08 -2011 CITY OF TUKVA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwilawa. us Mechanical Permit No. Project No. (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION 2� + I King Co Assessor's Tax No.: `U% &Y' 1 — l O �i Site Address: ,ASS c )C)� 12 �' L . Suite Number: Tenant Name:5a 60 1_./ t1 A Lf New Tenant: ❑ Yes ❑ ..No 7110. • f Floor: Property Owners Name: Mailing Address: City CONTACT PERSON – who do we contact when your permit is ready to be issued State MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: 2?- i 7 Lk!: E-Mail Address: (M.�2, 1111. 1 1 , I Contractor Registration N . ber: t` /i1 i Rre t 1 Contact Person: \'1a L— of oRY52_ City State Zip Day Telephone: Fax Number: (y II Expiration Date: Ct • 2 • l I ARLIIITECT OF RECORD – All plans must be stamped by architect of record Company Name: C &11 S cn Av G t r -t G4-u re Mailing Address: 1410 5-th Av-c hoe 4 2 fo O Seq. e City Contact Person: Bob W 'i r Ere E-Mail Address: bob . w t r%-�re y @ c'tWt 50n • corv' WA q4 tq — 2345 State Day Telephone: Zb (, 6 23 Zip 4 41. Fax Number: 206 623 l -I, 25 ENGINEER OF RECORD – All plans must be stamped by engineer of record Company Name: Mailing Address: Contact Person: of eYw G.n 5 OP\ Co 122.1 2.)-4 AVe LP . I) ay) ct 0 e11 n E-Mail Address: dhetiren L j‘eY r%anSon. Gom H:\Applicatiuw\F ®rApplicatione On Ime\2010 Appli®tionA7 -2010 - Mechanical Permit Apphcetioa.dec Revised 7 -2010 bh Kt r'4 City Day Telephone: Fax Number: \NA q$051- State Zip 204 575 97od 206 575 ISoo Page 1 of 2 • I Valuation of project (contractor's bid price): $ 8 , c70; COD Scope of work (please provide detailed information): 24:3, oo 0 A7lo'toY S• • Fr• a P D4T$ S &Ubt T.T., CoolsiSrS of 5 ooFTDP MA- coo LW Diu -LASES it Pv• rs 71) S&INta FLaoa (3 AO-CPO 4 IsrFl.1L (3 crake- viu tn A51ocr4f1 no vv Gm' 0LK /Pttlt+uw -S r(,1-Ve Fly /2411):1 124-1w02.1' c . 1 srkoeg Gitgu raf As:loon Ik r 4 veer FAK, , cod+ (tot.S PLOT ,Z o'ree r• Use: Residential: New ❑ Replacement ❑ Commercial: New ® Replacement ❑ Fuel Type: Electric O Gas ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Bloler /Compressor Qty furnace <100k btu air handling unit >10,000 cfm CO fire damper II 0 -3 hp/100,000 btu furnace >100k btu # evaporator cooler 3 diffuser 13( 3 -15 hp /500,000 btu floor furnace t ventilation fan connected to single duct thermostat 20 15 -30 hp /1,000,000 btu mounted suspended/wall/floor mounted heater cf. ventilation system 2 wood/gas stove 30-50 hp /1,750,000 btu appliance vent 9C hood and duct 44. emergency generator Z 50+ hp/1,750,000 btu repair or addition to heat/refrig/cooling system Incinerator – domestic other mechanical equipment air handling unit <10,000 cfm incinerator – comm/ind �' C3dd 7rtivs) ,s PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 international building code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILD l G • WNlER OR AU 016 5, E ►r Signature: Ili _ ��� ��IiI� Print Name: Mailing Ad NOW Address: IDate Application Accepted: Day Telephone: City Date Date Application Expires: 8_14— I I Staff Initials: x:NApp1ical n W«mo- Appticebcns On Line \20t0 Application.\7 -2010 - Waxwing Permit Appbcation.doc Revised: 7 -2010 bh Page 2 of 2 SET RECEIPT RECEIPT NO: R11 -00217 Initials: WER Payment Date: 02/04/2011 User ID: 1655 Total Payment: 13,571.34 Payee: JESICA ROGERS SET ID: 020411 SET NAME: SABEY DATA CENTER SET TRANSACTIONS: Set Member Amount M11 -020 13,502.83 PG11 -026 68.51 TOTAL: 13,502.83 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 13,571.34 TOTAL: 13, 571.34 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 13,571.34 TOTAL: 13, 571.34 • 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.TukwilaWA.gov RECEIPT Parcel No.: 1023049082 Permit Number: M11 -020 Address: 3355 S 120 PL TUKW Status: APPROVED Suite No: Applied Date: 02/04/2011 Applicant: SABEY DATA CENTER - SDC42 Issue Date: Receipt No.: R11 -01401 Initials: User ID: JEM 1165 Payment Amount: $54,011.30 Payment Date: 07/08/2011 11:05 AM Balance: $0.00 Payee: HERMANSON COMPANY LLP TRANSACTION LIST: Type Method Descriptio Amount Payment Check 32777 54,011.30 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 54,011.30 Total: $54,011.30 doc: Receipt -06 Printed: 07 -08 -2011 INSP CTIO NO. INSPECTION RECORD Retain a copy with permit enz PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 g., (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 64? Type of Inspection: . - A oa.k.,- FIAM Addiss:t ..5 3S5 r14pi._ Date Calle : Special nstructions: Date Wanted: I ( — a.m. 4-IL ("1" Requester: • Phone No: 2e414 — Approved per applicable codes. Corrections required prior to approval. COMMENTS: oterLcr- (m.41)(ere InsCector: —edik ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee.mUit•be ..•• • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection„ • • '• 4s" INSPECTION NO. INSPECTION RECORD Retain a copy with permit (h(1 -2za 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: ;WA Type of Inspe ion: A SSW ha,,�a Addre Yt- 3 SS (7 O — Pt../ - Date Called: , ) • , /4-/ ---., Special Instructions: Date Wanted - 2-2 ..m.. p.m. Requester: Phone No: f EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: , _) Ni ,ek iii P) 4-A i 1 /1 CfJ �---0 r .SAS G. A r kc,. A 56 fe13F-rR --(Ji - -3 !i -4) Z1QA Al t ) c•Q skit- D 1� r J` N ...0-1 V 1 A II Inspec or: 0 ` 1Date: n 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 •. 630O'Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 .Permit.Inspectiori Request Line (206) 431 -2451 Projec a Typg pf Inspection: t �r C Address:✓, Date Called: - - �,Y �1A e'A >b" � Jr -J I f — Special Instructions: • Date Wanted:. �f+ l 1 p.m. Requester: Fhone No- • Approved per applicable codes. Corrections required prior to approval. COMMENTS: �r C /�� OF f <41 ft .1\) rLf 11, - - �,Y �1A e'A >b" � Jr -J I f — '7.-.-e-P-7----5- , f Jp p((-2 / A Mo Date: 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 C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 MI( -6LO Proje5ct: C- (. AV A pt_)15( Ty ? of Inspection: t t i Address: ice- Date Called: e ial Instructions: J1I `EA �3^ Date Wanted:./ _ 1( 'aim q ( P m Requester: Phone AD S r 2;5s- -3C7i ElApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: (. AV A pt_)15( rAi A J1I `EA �3^ Ur C.. , ..--ti n t 4 IDate9 ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspec or: 4,6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. ,� / CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 le (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 M )1-024 Project: 5Z-e. OAzA Typ of Inspection: leo,)eft .--1-^J eaedi Address: 33 SS I ?.4i PL Date Called: Special Instructions: -To -e.. , ...i ; 3 /z_ __ 4 tro.D o/ f Date Wanted: -3 / - ri p.m. Requester: Phone No- ' 2SS -36 7( ElApproved per applicable codes. a Corrections required prior to approval. COMMENTS: i-fri Al Alp Liy U (.77- i '"1 ciJ.C_4 Z 6 CAezAr )r LILI ( . 6 en C, /Ai .1) /C_.__ A r Ail .it -To -e.. , ...i ; 3 /z_ __ 4 tro.D o/ f L.-' i�"1 ,R 6.,-\ �� /,1r). , .. a--. , `� K �/1C -)( k-i ___-- 4k r4,\-Q_ Pi .17C. d r f, JA,1 _- (` I ..) - . J /,li -t-- ' ,..,, itu Date: ri 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 41" 6300.5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 MI( -OZO Project Type of Inspection: J c. ,T.-'1 Si i t .4-f • U\ Address: T_*_ .3355 / ' fit,. Date Called: F+ �f Special. Instructions: z7 i 2,— ., • Date Wanted - 4, c cj" -- ( / s_411.. p.m. Requester: Ph7 No: c 7( Approved per applicable codes. O Corrections required prior to approval. COMMENTS: lit_ ii �E. ' -L-/J J k ''\ 002 F+ �f . Aro di re-Ai ;-‘e f .-se1J L1 ( 41 di-c... I 7 flnsPkctr: • ri REINSPECTION FEE REOl(11RED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. AA( ( -0743 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 • Permit Inspection Request Line (206) 431 -2451 Proje Type of Inspection: U cif :►A J 0 (A:77 Address: 3—S SS Date Ca(led;, „ n J J1 (,‘,.. 4 14 Special Instructions: — Date Wanted: '7 —24E-'-"If p.m. Requester: Phone ( -2-;5 -.36 7 t EiApproved per applicable codes. aCorrections required prior to approval. COMMENTS: p A t Id .14 Aizen3oy 13 t1C- 7 J ' -S u 1—.171) i■ ----. '\---R A IU J. X rf' M ek' -•. pi.I't'■ / A P C: < (. 6 r : I,' 6..it-�r ,'o -a 0 4 .SP 4z T r- 5-e..'Jfr ' �. _S o � ,ii� ,' nLJ f_.--1-----1 — -Tice Li M,..a,� -P j1..6--e. 2 �t IA .�a r � klPeA I. ,1TrQ r r r d r-■ . ,,Ai .r : " -e t r - -- ) ( rte- - r .4 . . r — A C Inspe Eoy r: Date: 7 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.... 4] INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 %4.. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 11 Mu -02a Project: R SAY r ko_—-L2_- Type of In s ection: KUVCoU --1---1-" Ad3 3S _S t .2.4.) / t. pL Date WW Iled LA S , Special Instructions: – A-4 6, Ns J Ttt--( Date Wanted: -----a m- Z _ �_ p.m. Requester: (- .f sue 3 Phone ( – 2S5 -3( 7f Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: ) I .■ I rO J Al r ko_—-L2_- -4'� rp' r (v J f g-,r .1 -e-s — 't--ur a 0 urS) A e IQ t ft Z .,r eA}e1S A-4 6, Ns J Ttt--( y r 6. .ti Al is - d k A---(4 4 -reSts t 7.-0 ps (- .f sue 3 _ifi — Inspec r: Date REINSPECTION FEE REQUIRED..'rior to next inspection, fee must be paid at 6300 Southcenter Blvd.. S ite 100. Call to schedule reinspection. -#f 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 -370 Permit Inspection Request Line (206) 431 -2451 �-- Ott -O2 • • Proje ^ (..1 D� Type of Inspection: ---1:0-/ �� Q I? o JCoI-f ue `at Address: '1 35S r P�- Date Called: Special Instructions: �( ,S 04 . Date Wanted-(It m.,, — -1( p.m. Requester: Phone /7 ` —2.-ES -_3(4-7( ElApproved per applicable codes. Corrections required prior to approval. ' • COMMENTS: L*---- G,D� r b A 10 Rd-271g 117;, RA . . p Ari - /' f p fd J / 4\ tJa-NL, mj_cr- I e_ - Pre p v Je r l,1 U `e. '1.S (r { (40 / e . u ti C c_ 'a 2 J rq e-t / dAl fifty P yfl/iJ49 12._-A-4_ • 4 -A-7 t F 1 l t I Inspector: Date: 4 n 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 /fit i t - 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 Proj 4"I ` Pte` b,,v( 44 Pro L/( Tyne ` - U J 6 on Ake (34-', Addr ss: T' Date Called: Special Instructions: S G4 Z� Ma,LI' D^ �, Date Wanted: 7 _ , f �' ..a-n% ( P.m Requester: •.. PhNoy 2.5.5- (Q �,, tir 0 Approved per applicable codes. Corrections required prior to approval;'.' 7 COMMENTS: Pte` b,,v( 44 Pro L/( 4444. S-e- ssh 16 ' J 1r ,.. Ma,LI' D^ �, sect''e ( mai, 4,6 o ,� r -7. 1,. Inspe or: �, Date: _ r ='t ri REINSPECTION FEE REQUIRED.fPrior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspeetion. • • • INSPECTION NO. ." - - _ INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 yz. (206) 431-3676, Permit Inspection Request Line (206) 431-2451 A.411 2.0 PERMIT NO. ProjeS4oe v 4: Typesf InspnArci (11- ( fa AcIrls. 5 c 1 _La Called: , • • .Date Special Instructions: Sp -if Z.-- S to- a ,.._k, (Iif 3 4./.*urs ? cr4C$ i Date Wanted: ‘...a.nti. Requester: .., Phone No: IS-26 7 r ElApprdved per applicable codes. 12 Corrections required prior to approval' • ' COMMENTS:4j ,,,-,„e 4...,1--,2,4 ...0 44- .1.../f / : Fet, A, riadc. 6e-,-(iA-ivf tiff. -4 vtAt-61.- 1,..y 1.:-..„.,,e .., pA•isr! Ai :I.I! • . .;.; g ZA: •(..P 3 K j-i- L:Ae r-0 C. C/ve . t: ,.: ii it 4 7J,1oe 4, 4-2_. 402. DA>h4 dic OA , • , 17. :., 1 i Inspe tor: I Date: • r7 REINSPECTION FEE REQUIRED. litior 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 is---7 n U Type /gf I isctir - , d� `" "l" 1 fCaalled: 1 "\ Address: f1 X 35 5 3. 1 -pi-- Date Special Instructions: f------ Date Wanted: -C -4 r 1I - -a-rn- p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1' 1�, q A- f pf J j.' ( .s,,,,,,t,i 4 g. ( ?F 9g '1C Ste, tJt)_ o :‘A_f )), Ji/ g( �l s-r ,' c AJ T i S� d 1 Y-' I 'J e et- y 5 v tG l a -esrr ki J /l £ 0 J, . TieN 7.5 Q3-ex AJO`-- Fc ( 6.A. r-641-- % 3'. A Inspect r: Date: REINSPECTION FEE REQUIRED. P or to next inspection, fee must be paid at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. J. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit L- t �-S— 08 T1 /— 0 7 5 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: b ilftl Type f Inspection: --+ A Address: L ? Suite #: ,/d. c4~---- Contact Person: Special Instructions: (7) Pi el Jt 5 4,4 5 ,',5 IS" Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: (7) Pi el Jt 5 4,4 5 ,',5 IS" ...1 - (;as) Mc 7,41' 4-.. .se .., f-_." ..t.'. 4)4., i .4.1b • 4 p'.Y'. :) f re",,? et ii'• '0,1 YVk,e.:4,1 t °-1 : '''°.S G'J( 4• sJ ,.,..e 4:.e 4 -15 "j7i Ai,'" A s? E • fl: <4).1 re.., 7. ',,,<.- /i & 44-.,, Oc. L f -- cry : „,,s ... ?:..s, ∎5 "8 Z y: 2. ! e.-. . ,r T s-; _ L''''-/-- - tromjr) a 1 t ;r a .�l. s', i _ ._ - . (>) f 0. r C! ✓1 ` 1"--:) r' �! .1 -i” . ; y .:i ' fg 1t> (i) k:,-1.....--/ ..1 19r7 ,i` . s+f_ 11 4.,) "Afi4� 11-3 f :,,, ! °71` . -; / <,.. , ., O',4 " /-7, 3 '. f j) rtes: : . G4., -2. -/ c ?`-'4 Kam' - _ {_ r--,.) j /,r} • ,�� L4/ i::,' li f erd.•°f,y51.•-1 jZC) 1.‘"? ..s: -,2. )5 .<','s -•- - c.-. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: r Inspector: ; 4 ,k - f . .cin S = Date: x:,. i -, Hrs.: rj $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: Word /Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit rr. f5 INSPECTION NUMBER PERMIT jVI MBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407. Project: 5q bt. y c 0, ti, . Type of Inspection: - 7744 C F.--uat / Address: 3313" Suite #: S / Z a ,'L. Contact Person: G /rii PG' ma''`y Special Instructions: s Occupancy Type: Phone No.: .244 -23v -`l94'83 v� Approved per applicable codes. nCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ', Permits, Occupancy Type: i 0 0.4 en_ fli I t Di 4 , .es 0/( /Neel C e/ 4 .sf L 1 g ,' 5 L .711 •5'-I- 1 l b( ,.��_ 19uw1 LA-C. t,.r a,...- - 5" C f v .— r ` Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ', Permits, Occupancy Type: Inspector: cp'1 S'S Date: urn,/ Hrs.: I. S-- r $100.00 REINSPECTION FEE REQUIRED. You willfreceive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: City: Company Name: State: I Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 .1 • r• • • • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit f a ~1 r if 0 .990 3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila Wa 98188 2� Project: Needs Shift Inspection: , _ Jjj v- J. --r-ru i Typeorff� Inspection: Address: Suite #: `� �'�: Permits: Occupancy Type: . Contact Person: Special Instructions:° Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: . 1 t�,, rr}} c `` r' Jes'tdS s : • 1 ! f,1- °..C'jic�. el 6) Li 4- e) (3 v t � r r �.z�- j -4 i-- —X17 ... Inspector: 4',' p 1- Date • i'� -% ! r 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: Address: City: Company Name: State: Word /Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form F.P. 113 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: . Inspector: 4',' p 1- Date • i'� -% ! r 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: Address: City: Company Name: State: Word /Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form F.P. 113 . INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 4444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: S O C. (-0-- gi/i-Se. ( Tye of Inspection: note) Cm ue0-- Address: 3_35-c- Suite #: S o t a-a 4- O1 Contact Person: Special Instructions: •sPef _ice n L l-trP�, ►- � - (3e _ 5 Phone No.: Approved per applicable codes. IX5orrections required prior to approval. COMMENTS: 4 -ov 4 alb - ago Psr- quo )-yo c'1 - p_ Yu ea5. P--tf o �yl�� d0 ' fir,,,_. - R . -I V • a7 al-7 - a Yo p SS d oo Hood & Duct: 1, vAtire. ail is ei-eA,k b . %I.1 t Eo1 1kroL4. 1,4 eveew- Wovak , •sPef _ice n L l-trP�, ►- � - (3e _ 5 . -fib sw g/6 Q' -tv ,l) A2-) s COL'' lr -se-: /4-i)fl s io cau .ff►A1e� _ r ` / ' eh7V1QI. C. -1, vvi IGw\-e.., , / • 4k Coo Ar Sin- u -e ct )200)%,-..... lk z- -4- a --/ I 'ou, et, a o-ete re-P€rtt - -/IN ►i t. e- Z —\,J -- to Needs Shift Inspection: Sprinklers: , Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:.. s- Date: 7/3//) Hrs.: 6 $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: Zip: Word /Inspection Record Form.Doc /. . 6/11/10 T.F.D. Form F.P. 113. ` . • • INTERNATIONAL SEISMIC APPLICATION TECHNOLOGY Engineered Seismic Bracing of Suspended Utilities 5113 Pacific Hwy E #3, Fife, WA 98424 Fax: 253- 926 -2463 Phone: 253- 926 -2250 SA-OL( SD 4Z__ August 18, 2011 Hermanson 1221 2 "d Ave North Kent, WA 98032 Attn: Chris Howard Project: Sabey Data Center Seismic Bracing Job Walk This letter is to acknowledge that a representative from ISAT conducted a job walk and confirmed that the ISAT seismic restraint hardware for the suspended HVAC runs, as laid -out by ISAT on Hermanson shop drawings for entirety of building, has been installed at the specified locations. If you have any further questions or concerns, please don't hesitate to contact me. Sincerely, Ercin Sahin Project Manager o. 253 - 926 -2250 c. 206 - 321 -0122 cc: File CITY OF TUKVi fi n. NOV 1 4 2012 PERMIT CENTER AEGIS ENGINEERING 6725 162nd PI SW Lynnwood, WA 98037 www.AEGISengineering.com (425) 745 -4700 phone (206) 801-5797 fax ALTERNATIVE METHODS/VARIANCE REQUEST r. SABEY CORPORATION SABEY IGE BUILDING 5 — SDC42 ALTERNATIVE METHODS /VARIANCE REQUEST REVIEWED FOR CODE COMPLIANCE APPROVED JUL 07 2011 City of Tukwila BUILDING DIVISION.. June 9, 2011 for: PILE Copy CORRECTION LTR# Sabey Corporation International Gateway East, LLC 12201 Tukwila International Blvd. Seattle, WA 98168 Fire Protection • Building Code Consult • Design • Engineer RECEIVED JUN 23 2011 PERMIT CENTER SABEY CORPORATION - TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative MethodsNariance Request INTRODUCTION Page 2 June 9, 2011 AEGIS Engineering has been retained by Sabey Corporation to evaluate the proposed emergency power fuel storage and ventilation of the new UPS room located at 3355 South 120th Place, Tukwila, Washington. This document includes an alternate method in accordance with IFC Section 104.9, as well as a variance request. To assist in gaining permit approval of the Tukwila Fire Department, while addressing the Code requirements, a Fire Protection Engineering analysis is presented in this document. This project is being evaluated based on the 2009 International Fire Code (IFC), International Building Code (IBC), and International Mechanical Code (IMC), as adopted by the State of Washington and City of Tukwila. PROJECT CONDITIONS This is a Tier 3 colocation facility at Tukwila's Intergate.East, Sabey's flagship data center. Designed in pods to accommodate tenants, the building is approximately 510,000 square feet, containing several emergency generator supported UPS rooms for their tenants. It is our understanding that previous UPS and generator rooms were designed as separate control areas, under previous editions of the fire and building codes. We understand 4,000 gallons of diesel fuel storage currently exists in this building for emergency power generation. The currently proposed UPS and generator room were designed based on the previously approved approach. However, review by the City of Tukwila identified changes in the codes which adversely affected the design proposal. Two issues raised by the City are addressed in this evaluation. The City has requested an analysis from a Fire Protection Engineer to provide justification for: 1. The proposed installation of an additional 1,000 gallon fuel storage tank supplying the two new generators, which exceeds the 3,000 gallon limit of 2009 IFC Section 603.3.2.1. 2. The proposed UPS ventilation design discharging into a large open passageway and the generator room. ALTERNATIVE APPROACH The Tukwila Fire Marshal, Battalion Chief Tomaso, has agreed to evaluate an engineering analysis prepared by a licensed Fire Protection Engineer which details an assessment and acceptable alternatives and variances for this unique data center operation. SABEY CORPORATION — TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative MethodsNariance Request GENERATOR FUEL STORAGE Page 3 June 9, 2011 In order to achieve the level of protection described by the code, AEGIS Engineering evaluated the 2009 IFC requirements relating to fuel storage for emergency generators. IFC Section 603.3.2 is a new section in this code edition. It allows for an "aggregate capacity limit of 3,000 gallons within a building." AEGIS Engineering conducted an evaluation of the proposed fuel storage arrangement in comparison to the previously approved fuel storage arrangements and the requirements of the IFC. As detailed below, the additional safeguards proposed beyond the requirements of IFC 603.3.2 for this installation result in a limited increase in risk to that allowed by Section 603.3.2. This report outlines justification to be considered for a variance to this IFC provision with this installation. UPS BATTERY CHARGING ROOM In order to achieve the level of protection described by the code, AEGIS Engineering evaluated 2009 IFC and IMC requirements relating to the ventilation of the new UPS room. The associated code language in the IMC is actually maintained by the code development committee for the Fire Code, as noted by the [F] preceding the code section. The IFC and IMC are not clear on whether the UPS room must be exhausted (defined as extending to the exterior of the building), or ventilated (which includes recirculating the air). In view of this lack of clarity, further evaluation was conducted to determine that exhausting the UPS room through the passageway and generator room provides the code mandated equivalent safety and effectiveness, and complies with the intent of the provisions of the code. An alternate methods proposal is presented in this report for this installation. CODE REFERENCES Section 104.9 of the IFC allows for alternate materials and methods to be utilized to meet the prescribed code requirements: 104.9 Alternative materials and methods. The provisions of this code are not intended to prevent the installation of any material or to prohibit any method of construction not specifically prescribed by this code, provided that any such alternative has been approved. The fire code official is authorized to approve an alternative material or method of construction where the fire code official finds that the proposed design is satisfactory and complies with the intent of the provisions of this code, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in this code in quality, strength, effectiveness, fire resistance, durability and safety. SABEY CORPORATION — TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative MethodsNariance Request GENERATOR FUEL STORAGE Page 4 June 9, 2011 IFC Section 603.3.2 addresses fuel oil storage inside buildings when connected to fuel fired equipment. In particular, the three required safeguards allowing for 3,000 gallons are listed under the exception: 603.3.2.1 Quantity limits. One or more fuel oil storage tanks containing Class II or III combustible liquid shall be permitted in a building. The aggregate capacity of all such tanks shall not exceed 660 gallons (2498 L). Exception: The aggregate capacity limit shall be permitted to be increased to 3,000 gallons (11 356 L) of Class II or III liquid for storage in protected aboveground tanks complying with Section 3404.2.9.6, when all of the following conditions are met: 1. The entire 3,000 gallon (11 356 L) quantity shall be stored in protected above- ground tanks; 2. The 3,000 gallon (11 356 L) capacity shall be permitted to be stored in a single tank or multiple smaller tanks; and 3. The tanks shall be located in a room protected by an automatic sprinkler system complying with Section 903.3.1.1. UPS BATTERY CHARGING ROOM Exhaust and Ventilation have two distinct meanings in the Codes. The International Code Council utilizes the following definitions in the IFC and IMC: EXHAUST SYSTEM. An assembly of connected ducts, plenums, fittings, registers, grilles and hoods through which air is conducted from the space or spaces and exhausted to the outdoor atmosphere. VENTILATION. The natural or mechanical process of supplying conditioned or unconditioned air to, or removing such air from, any space. Section 608 of the IFC details the requirements relating to "Stationary Storage Battery Systems ". Relevant requirements include: 608.6.1 Room ventilation. Ventilation shall be provided in accordance with the International Mechanical Code and the following: 1. For flooded lead -acid, flooded Ni -Cd and VRLA batteries, the ventilation system shall be designed to limit the maximum concentration of hydrogen to 1.0 percent of the total volume of the room; or 2. Continuous ventilation shall be provided at a rate of not less than 1 cubic foot per minute per square foot (1 ft3 /min /ft) [0.0051 m3 /s x m2] of floor area of the room. Exception: Lithium -ion and lithium metal 608.3 Thermal runaway. VRLA battery systems shall be provided with a listed device or other approved method to preclude, detect and control thermal runaway. Relevant portions of Chapter 5- Exhaust Systems of the IMC follow. Note that the entire provision of the governing IFC requirement (IFC 608.6.1 noted above) is not carried SABEY CORPORATION — TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative Methods /Variance Request Page 5 June 9, 2011 over to this section, despite the [F] designating the provision as originating from the Fire Code: [F] 502.4.2 Ventilation rate in rooms. Continuous ventilation shall be provided at a rate of not less than 1 cubic foot per minute per square foot (cfm /ft2) [0.00508 m3 /(s •m2)] of floor area of the room. APPARENT CODE INTENT According to Section 101.3 of the IFC, the overall intent of the Fire Code seeks "to establish the minimum requirements consistent with nationally recognized good practice for providing a reasonable level of life safety and property protection from the hazards of fire, explosion or dangerous conditions in new and existing buildings, structures and premises and to provide safety to fire fighters and emergency responders during emergency operations." GENERATOR FUEL STORAGE The code seeks to achieve a "reasonable level of safety' through the prevention, control and mitigation of dangerous conditions relating to the storage of combustible liquids. In particular, IFC Section 603.3.2.1 seeks to achieve this through the following three prescriptive requirements: 1) Limiting the aggregate capacity to 3,000 gallons. 2) Requiring the use of protected above - ground tanks. 3) Requiring the tanks to be in rooms protected with automatic sprinkler protection. UPS BATTERY CHARGING ROOM The code seeks to achieve a "reasonable level of safety' by limiting the accumulation of flammable hydrogen gas within the battery charging room. This is accomplished through the use of prescriptive ventilation requirements and prevention of a thermal runaway condition. ALTERNATIVE APPROACH GENERATOR FUEL STORAGE In order to achieve the level of protection described by the code, AEGIS Engineering evaluated the 2009 IFC requirements relating to fuel storage for emergency generators. Section 603.3.2 is a new section in this code edition. According to the International Code Council hearings, the intent of this section was "...to address the need for more SABEY CORPORATION - TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative Methods /Variance Request Page 6 June 9, 2011 reasonable quantities... The added safety features (of protected tanks) more than compensate for the proposed quantity allowance of 3,000 gallons, and by having most of these safety features integral to the tank construction, the level of reliability is very high." The public hearings concluded by approving this increased permissible quantities when "protected tanks" are used and are located in areas protected by fire sprinklers. The proposed generator fuel storage will be in a 1,000- gallon protected above - ground tank in accordance with IFC Section 603.3.2.1 Exception 1. In addition the room will be provided with automatic sprinkler protection in accordance with Section 603.3.2.1 Exception 3. While this code change addresses the majority of generator installations, such as those found in office buildings and high -rise buildings, it does not address large data center operations such as this. The limitation of 3,000 gallons within a building helps to ensure that the fuel source of combustible liquids is limited to 3,000 gallons, which would meet the needs of a typical fuel oil burner or generator. This goal is achieved through other methods for this installation; primarily the use of protected tanks and separate generator rooms. While the code would allow for a single 3,000 - gallon tank, this facility utilizes smaller tanks with volumes of 250 gallons to 1,000 gallons in separate generator rooms. This separation further reduces the risk of a single fire event involving or exposing the quantity of generator fuel permitted by the IFC to be exposed to a single event. Further, the proposed installation of this fuel tank incorporates the following additional features beyond those set forth in IFC 603.3.2: 1. Leak detection is provided for the interstitial space of the tank. 2. Leak detection is provided in the floor fuel oil trench. 3. Ignition sources such as smoking and open flames are prohibited. 4. Redundant fuel control panels will be provided. 5. Audible /visual alarms at fill location at 85% fill level is to be provided. 6. Automatic shutoff at 90% fill level with audible and visual alarm is to be provided. 7. The design, fabrication and construction of the tank complies with NFPA 30 and will bear a permanent nameplate with the UL 2085 listing. 8. Normal venting of the tank will be provided with flame arrestor. 9. Emergency venting of the tank will be provided with flame arrestor. 10.A fusible link shutoff valve will be provided to each generator. 11.Automatic detection will be provided in the room. 12. Manual pull stations will be provided in the room. In addition, the room will be constructed with 1 -hour fire rated walls (except for the air intakes which will open to the open, non - combustible airway) and 3 -hour fire proofing of structural steel within the room. SABEY CORPORATION — TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative Methods /Variance Request Page 7 June 9, 2011 We understand that the sprinkler protection provided for the generator room is designed based on a density of 0.20 gpm /ftz. This would equate to an Ordinary Hazard Group 2 design. The 2010 edition of NFPA 13, Section 21.27.1.7 specifies the following design criteria: 21.27.1.7 Standby Emergency Diesel Generators and Combustion Turbines. Sprinkler and water spray protection systems shall be designed for a 0.25 gpm /ft2 (10.19 Umin•m2) density over the entire area. Therefore, the sprinkler system for the generator room should be installed such that it is capable of delivering a density of 0.25 gpm /ft2 over the entire room. With this increased sprinkler density within the room, the additional safeguards noted above, and the use of multiple smaller UL2085 protected tanks at this facility, the level of protection prescribed by the code can be considered to be maintained, and the building should be granted a variance above the 3,000 gallon limitation of IFC 603.3.2.1 for this installation. UPS BATTERY CHARGING ROOM The City's correction letter dated March 17, 2011 identifies a requirement to extend the UPS ventilation to the exterior of the building - "This system should extend to the exterior of the building'. Section 608.6.1 of the 2009 IFC requires ventilation of battery charging rooms "in accordance with the International Mechanical Code." Ventilation is defined by the IMC as "The natural or mechanical process of supplying conditioned or unconditioned air to, or removing such air from, any space." The IMC defines an exhaust system as "An assembly of connected ducts, plenums, fittings, registers, grilles and hoods through which air is conducted from the space or spaces and exhausted to the outdoor atmosphere." The Code clearly calls for ventilation of the space. However, it is unclear as to whether this must be exhausted to the outside, or the room merely requires ventilation. Further, IFC 608.4 allows the "battery systems to be in the same room with the equipment they occupy'. This would allow the battery system to be in the computer rack room. Computer rack rooms require significant amounts of ventilation for cooling, but are not exhausted. This further points to the use of ventilation for the battery charging room as opposed to exhausting the room directly to the outside. Even with the ambiguity of this section of the code, it can be demonstrated that the proposed ventilation provided at this project is at least equivalent in effectiveness and safety as a system discharging directly to the outside. SABEY CORPORATION - TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative MethodsNariance Request Page 8 June 9, 2011 Valve Regulated Lead Acid (VRLA) Batteries are the most widely used battery type because of their high power density and ease of use. VRLA batteries are considered to be "sealed" because they normally do not allow for the addition or loss of liquid. A vented battery gives off sixty times more gas than a VRLA battery in normal use. During charging of a lead -acid battery, hydrogen is normally liberated. In a vented battery the hydrogen escapes into the atmosphere. In a VRLA battery, the hydrogen recombines with oxygen, so water loss is minimized. Under normal float conditions, approximately 95 to 99 percent of hydrogen and oxygen is recombined. The term VRLA derives from the use of safety valves that allow pressure to be released when a fault condition causes internal gas to build up faster than it can be recombined. Under normal operation, VRLA batteries recombine the hydrogen to form water inside the battery and release hydrogen only when overheated and /or overcharged. Callison Architects has provided analysis of the hydrogen buildup (attached) based on normal (float) charging condition. Our calculations identified that every battery charging at full boost (2.4 VPC) would generate a total of 67.7 cuft/day of hydrogen gas. If 100% of this hydrogen was vented (ie, no recombination of the oxygen and hydrogen in any of the batteries), it would take 12 days without any ventilation to reach a 1% concentration of hydrogen in the room. Only a tiny percentage of VRLA battery systems ever experience thermal runaway. It is most likely to occur on inexpensive systems without appropriate protective circuits or monitoring of the system. This condition can be triggered by a cell failure, improper float voltage settings, charger failure, high ambient temperature around the batteries, excess charger capacity, or a combination of these conditions. Charger over - voltage is the most common cause. In thermal runaway heat generates inside the battery faster than it can be dissipated. The safety valves open and the battery vents hydrogen until temperature and /or voltage are reduced, or else the battery melts or dries out. The IFC (608.3) requires protection to "preclude, detect and control thermal runaway'. These safeguards will be provided in this project. For VLRA battery systems, the ventilation requirements for human occupancy and electronic equipment operation in a data center or network room well exceed the requirements for the batteries, of 1 cu.ft. per sq.ft. floor area. The current design of the UPS room utilizes 41,000 cfm. Approximately 14,000 cfm will be exhausted through the generator room, which is louvered to the exterior, and the remaining 27,000 cfm will be relieved into the passageway outside of the generator room. This passageway is a large volume space with direct outside air openings (see Figure 1 below). It is utilized as air intake /exhaust space and for the purposes of this design can be considered to be equivalent in effectiveness and safety, to exterior exhaust. SABEY CORPORATION - TUKWILA, WA SABEY IGE BUILDING 5 — SDC42 Alternative MethodsNariance Request Page 9 June 9, 2011 FIGURE 1: PASSAGEWAY WITH DIRECT OPENINGS TO OUTSIDE The volume of the UPS room, limited generation of hydrogen by VRLA batteries, 32 air changes per hour in the room, thermal runaway safeguards, and level of openness of the air tunnel and generator room all serve to provide an equivalent level of effectiveness and safety to that prescribed by the IFC. CONCLUSION In order to achieve the level of protection described by the code, AEGIS Engineering evaluated the 2009 IFC and IMC requirements relating to the ventilation of the new UPS room, and the 2009 IFC requirements relating to the additional 1,000 gallon diesel fuel tank for the new emergency generators. Clear code language relating to the exhausting verse ventilating of the UPS room was not found. Further evaluation concluded that exhausting the UPS room through the passageway and generator room provides the code mandated equivalent safety and effectiveness, and complies with the intent of the provisions of the IFC and IMC. SABEY CORPORATION - TUKWILA, WA SABEY IGE BUILDING 5.— SDC42 Alternative MethodsNariance Request Page 10 June 9, 2011 AEGIS Engineering conducted an evaluation of the proposed fuel storage arrangement in comparison to the previously approved fuel storage arrangements and the requirements of the 2009 IFC. The additional safeguards proposed beyond the requirements of IFC Section 603.3.2 for this installation were found to result in a limited, if any, increase in risk to that allowed by Section 603.3.2.1. The reasonable level of life safety and property protection prescribed by the Code will be met with the requirements noted in this report. Therefore, the proposed arrangements, including the increased sprinkler protection for the generator room, noted in this report should be acceptable as an alternative method for the UPS room and a variance for the Generator room at the Sabey IGE Building 5 — SDC42. Please contact me at (425) 745 -4700 or by e-mail at Travis @AEGISengineering.com for any clarification of the information presented in this document. Prepared by: AEGIS ENGIN Reviewed by: Travis Allen, Brian C. Thomps Attachments CALLISON MEMORANDUM TO TUKWILA FIRE DEPARTMENT DATED MAY 09, 2011 Fire Protection • Building Code Consult • Design • Engineer <a CALLISON MEMORANDUM May 09, 2011 To: Tukwila Fire Department Battalion Chief Don Tomaso Fire Marshal From: Bob Winfrey Callison Re: Sabey Data Center Property 3355 S. 120th Place Diesel Fuel Aboveground Storage UPS Room VRLA Hydrogen Disharge Don, In reference to the above named property, we would like to provide you with the following building information. Regarding the recent IFC rule change for above ground storage of diesel fuels: The generator rooms consist of: 1. UL -2085 rated tanks — double wall tank with integral leak detection. 2. Surrounding walls of the generator space are one hour rated, with the exception of the air intakes. The radiator exhaust is vented directly outside via a plenum which does not allow for air mixture within the room. 3. Dual egress from the space allowing for greater safety levels for occupants. Doors are one hour rated. 4. The rooms are fully sprinkled to a density of .20. 5. There is full heat detection within the space. 6. All exposed structural steel is fire rated for 3 hours. 7. Diesel fuel is non - explosive. 8. Generator rooms are fully ventilated with 32 air changes per hour. 9. Fuel oil lines are contained in a trench with leak detection. The generator rooms are within a space in the building that has an occupancy rating of H -3, low hazard storage (see attached diagram). Building construction is type 1A — Fully sprinkled. The UPS room is constructed as one hour rated (rated walls and doors) with smoke detection. It contains VRLA batteries. Typical of VRLA batteries the following information can be applied: Number of batteries — 960 Total volume of batteries — 868 Cubic Feet Volume of room — 82,093 CU FT 1 420 FIFTH AVENUE 02400 SEATTLE, WASHINGTON 98101 -2343 T 206 623 4646 F 206 623 4625 www.callison.com 3355 S. 120th Place, Memorandum to: Don Tomaso May 09, 2011 Page 2 Based on calculations from the battery manufacturer, the volume of hydrogen generated is 96 CC /day /battery. 960 batteries x .00014 CU FT(converted from CC) =.1344 CU FT /Hour or 3.23 CU FT /Day. In order to accumulate a 2% concentration of hydrogen within the space (with no air exchanges) would take 503 days. (2% of 81,225 CUFT, total volume of UPS room minus the 868 CUFT occupied by the batteries). Based on the mechanical design of the room, there are 32 air changes per hour. With 41,000 CFM of air circulation, it would mean .00224 CU FT of hydrogen would be dissipated every minute. Bob Winfrey Enclosure c: Callison file #210252.06 ENERSYS DATASAFE HX VRLA BATTERY CUTSHEET TYPICAL PRODUCT CHARACTERISTICS Fire Protection • Building Code Consult • Design • Engineer EnerSys Da fe HX - Typical Product Characteristics (VRLA AGM Technology) 1. Att values represent typical product characteristics for the 6V or 12V battery and are subject to change without notice. 2. The hydrogen evolution rate doubles for every 15 °F (8 °C) rise above nominal temperature and halves for every 15 °F (8 °C) below nominal temperature. 3. The nominal AH capacity is based on the 8 hour rate to 1.75 VPC final voltage at 25 °C (nominal temperature). .9)1 E erSya Applications Engineering EnerSys http://vAvw.EnerSys.com 2366 Bernviie Road - Reading. PA 19605 1-800-538-3627 AE1003051 Nenligtll Capacity AH Unit : Wetght tNelght Electrolyte Acid (142804) Ohms Baseitrre Int Short Circuit Hydrogen Evolution Rates Volume Weight Volume Weight „ Imp Conti. Float - 2.26 VPC Boost - 2.40 VPC �s. kg lbs. kg ox Ikers lbs. kg oz Iitars Itrs. kg p.ohm Siemens mt1 Amps CFM mllday CFM miiday 12HX25 5 4.4 2.0 2.9 1.3 9 0.25 0.7 0.33 2.5 0.07 0.3 0.13 15900 215 16.5 300 8.7E -08 3.5 1.8E -06 73 1214X35 7 6.1 2.8 4.0 1.8 13 - 0.38 1.1 0.49 3.7 0.11 0.4 0.20 14000 280 13.2 500 1.4E -07 5.7 2.8E -06 114 6HXSO(6V) 11 4.7 2.1 3.1 1.4 9 0.25 0.7 0.33 2.5 0.07 0.3 0.14 6300 350 6.1 720 1.1E -07 4.3 2.2E -06 90 12HX50 11 9.1 4.1 6.0 2.7 17 0.50 1.5 ` 0.66 5.0 0.15 0.6 0.27 11000 380 12.2 720 2.1E -07 8.6 4.4E -06 179 12HX80 16 14 6.4 9.6 4.4 32 0.96 2.8 1.3 9.4 0.28 1.1 0.51 9500 440 8.5 1000 3.1E -07 13 6.4E -06 261 1214X100 21 22 10 16 7.3 48 1.42 4.1 1.9 14 0.41 1.7 0.76 8600 640 7.1 1500 4,0E -07 16 8.4E-06 343 12HX135 28 26 12 19 8.6 56 1.66 4.8 2.2 16 0.48 2.0 0.89 7500 855 5.6 1800 5.4E -07 22 1.1E -05 449 12HX1S0 32 32 15 23 10 73 2.16 6.2 2.8 21 0.63 2.6 1.16 7000 1025 5.0 2400 6.2E -07 25 1.3E -05 530 1214X205 44 44 20 31 14 90 2.66 8 3.5 26 0.78 3.1 1.43 5590 1300 4.5 2775 8.5E -07 35 1.8E -05 718 12HX300 70 62 28 43 19 142 4.20 12 5.5 41 1.23 5.0 225 4230 1800 3.9 3175 1.3E -06 55 2.8E -05 1142 1214X330 82 72 33 51 23 160 4.73 14 6.2 47 1.38 5.6 2.54 3900 1995 3.4 3700 1.6E -06 64 3.3E -05 1337 1214X400 94 80 36 58 26- 170 ' 5.03 15 6.6 50 1.47 5.9- 289 3165 2100 3.0 4225 1.8E -06 74 3.8E -05 1533 1214X500 120 110 50 81 37 237 7.01 20 9.2 69 2.05 8.3 3.76 3100 2370 2.7 4600 2.3E -06 94 4.8E -05 1961 1214X505 119 104 47 78 35 212 6.27 - 18 L2 62 1.83 7.4, 3.36 3300 2300 2.8 4510 2.3E -06 93 4.8E -05 1945 1214X540 123 108 49 81 37 218 6.45 19 8.4 64 1.88 7.6 3.45 2950 2400 2.6 4775 2.4E -06 96 4.9E -05 2010 611X800 (6V) 200 80 36 58 26 170 °' 5.03 15 6.6 50 1.47 5.9 2.69 "980 3060" 1.0 6200 1.9E -06 78 4.0E -05 1635 1. Att values represent typical product characteristics for the 6V or 12V battery and are subject to change without notice. 2. The hydrogen evolution rate doubles for every 15 °F (8 °C) rise above nominal temperature and halves for every 15 °F (8 °C) below nominal temperature. 3. The nominal AH capacity is based on the 8 hour rate to 1.75 VPC final voltage at 25 °C (nominal temperature). .9)1 E erSya Applications Engineering EnerSys http://vAvw.EnerSys.com 2366 Bernviie Road - Reading. PA 19605 1-800-538-3627 AE1003051 Air System Sizing Summary for Packaged heat pump Project Name: Untitled Prepared by: Hermanson Company 04/06/2011 04:12PM Air System Information Air System Name Packaged heat pump Equipment Class PKG ROOF Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space Toads Central Cooling Coil Sizing Data Total coil load 3.6 Total coil load 43.4 Sensible coil Toad 42.6 Coil CFM at Jul 1700 2009 Max block CFM 2009 Sum of peak zone CFM 2009 Sensible heat ratio 0.981 ft2/Ton 1011.8 BTU /(hr -ft2) 11.9 Water flow @ 10.0 °F rise N/A Number of zones 1 Floor Area 3660.0 ft2 Location Seattle IAP, Washi ton LE cn", P. Calculation Months Jan to Dec Sizing Data Calculated Tons Load occurs at Jul 1700 MBH OA DB / WB 84.5164.8 °F MBH Entering DB / WB 78.5 / 64.4 °F CFM Leaving DB / WB 58.51 57.2 °F CFM Coil ADP 56.3 °F CFM Bypass Factor 0.100 Resulting RH 52 % Design supply temp. 58.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data Max coil load 19.8 MBH Coil CFM at Des Htg 2009 CFM Max coil CFM 2009 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 2009 CFM Standard CFM 1976 CFM Actual max CFM/ft2 0.55 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM 281 CFM CFM/ft2 0.08 CFM/ft2 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 7 2011 City of Tukwila BUILDING DIVI ECTION Load occurs at Des Htg BTU /(hr -ft2) 5.4 Ent. DB / Lvg DB 63.5172.7 °F Fan motor BHP 0.59 BHP Fan motor kW 0.44 kW Fan static 1.00 in wg CFM /person 23.00 CFM/person p1 t1O2O RECEIVED APR 1 1 2011 PERMIT CENTER Hourly Analysis Program v4.50 Page 1 of 1 EnerSys Da el fe HX - Typical Product Characteristics (VRLA AGM Technology) .4411,,,, ' 7 :1."-'.,;, ". ,. ' ' i ',?. ,A ',mown " *-"'"'"■:' '''''' '4! Norrilnalti ,.' 4, -^r ,, ':4';''' Veit J:4' ,,,-.144-err0.7. 0,5 '' 14:.. '''' '''' iidit,/, 4'8'44'rldle,ciAre'' Z.,' ; 'ri, ''''' '4'f. ''''115i,'7;,/oerletttim'l',H.,'*°, ggIqr'Pli7egritillne, wr4.144hor,444R44,4-4,4444.4,? '$),,,, ''.? ;., , 71-,:,_414.: , ZoriOrt t, '1.4 it' Ydlogelitivjt'i''volistraltalTear:(.4 "",, , . , ,d0.14,A,Awsmalmovx=61,;imf. 4, , Z.4744,:-.4,NT.,-, AtAN, - ,,:l ,.,4521.VS..c... ..-..1 V.::'!, t'groie.v.:41,. ,-, ,AVAH.eay.i. , 4.4i . • -!,&104:-.,•fov ' '.,••`. circuiti . tr, ,,,7 ,Floar-12;26 VPC , icit,F A reozmop"., 43oost :72.40 ,, h•ffesA44.ftft4-4440•OPS 10). 1 •.•, - NPA..4,4•••-• .... - _.• L-4.T:- kris:A- _ , • oz‘ 'Miters; 4,tlbs, f- kg 020 rilters3 mlbe-41, kg p-ohmD [Siemens nif1. Amps CFM- - imIldayt A. CFM ,. ,,mUdaw 12HX25 5 4.4 2.0 2.9 1.3 9 0.25 0.7 0.33 2.5 0.07 0.3 0.13 15900 215 16.5 300 8.7E-08 3.5 1.8E-06 73 PRl2t).94 s Mii.: ....,.,,, 94„-,t,,, a- v-001 AA% l,,,,m vh4t?9v 1 4a919',V „e-th4-•280 ','.--& - gwA.vim..„ .. 4,,-g,616 aV4Pt11,I 614X50 (6V) 11 4.7 2.1 3.1 1.4 9 0.25 0.7 0.33 2.5 0.07 0.3 0.14 6300 350 6.1 720 1.1E-07 4.3 2.2E-06 90 '':,'"------rg. "P-4':it,,,,1,42,1141(60 i or---4E-7•41= --.44.*_11w,,,..„7,1„,,,_ , wic--4-.44-4 4,4_,.-4u4„,_p--r- p,r4,4,,P1.,4" 0,-,,,,ir.„,12, .,...=.61tmivv, ',„,,air,t}.2.,g, - -4,,triti 2.-tig L4-4‘k 10- ,!--_--, c-,,---,-- .- 2rL1900t60 a0 1597- ,, 12HX80 16 14 6.4 9.6 4.4 32 0.96 2.8 1.3 9.4 0.28 1.1 0.51 9500 440 8.5 1000 3.1E-07 13 6.4E-06 261 Viiiiiiarion rifil,40 pm ITiN rig? Wir* Fiilt ra mix rel pin rail lAirti kiliei j°1151:74 rigifill tele '61--fibA gro'gro--ii V rly v.::-..44mt 121'0(135 28 26 12 19 8.6 56 1.66 4.8 2.2 16 0.48 2.0 0.89 7500 855 5.6 1800 5.4E-07 22 1.1E-05 449 - 141-219-4S5,9-14-. „ 7/ N6] 6..1 ; % E7-66:67,140.1x (071°*:1114. E, 62r...4ta ti-411614 521°-°: Vs '''-'4:61:,f, li151-4,E1-6- 647 i.lo„ A:. 12HX205 44 44 20 31 14 90 2.66 8 3.5 26 0.78 3.1 1.43 5590 1300 4.5 2775 8.5E-07 35 1.8E-05 718 W-..i,k-deYM Ig„.iy riail g4,--,,,,,,,s,•,:tia Pa n P444•444,I 4k 55 AIAR ffrizrA all. 4 ( 5...‘ ,4 ,05..,,b,i v4.45, I 4,i..4--i-r,A4v 4.- 4,144, 3 ‘.••2g. -1-.. A3.,4••••74, 5 4 ct At4•444,-,l4.V4. O WAi,. 2 • 'grg,,,••o••l•••_4q 1 %Si:4A 0, ( 4 1,41■11: 12HX330 82 72 33 51 23 160 4.73 14 6.2 47 1.38 5.6 2.54 3900 1995 3.4 3700 1.6E-06 64 3.3E-05 1337 iat.L'''''''').4-tf,4')5,74.97; Pk47,4*10.,71R6ot.:47 WrIr15-t gtt,J3-*-ct,41 Lit-f4,-1 kr2,7;,4-'''''.41 k----Arg kM,r1)1 KI:jolP* ,,,,- l' It8,1611 6sii,UH`rii' lir9,..44, Ei4., .;:e_61 --A-t7.-- 4Tel/A rird, -; i'llftil.r. '''''! 'Iiii0i iir8:EL661,W.„43-r. iiiig1631 ariL3'31, 12HX500 120 110 50 81 37 237 7.01 20 9.2 69 2.05 8.3 3.76 3100 2370 2.7 4600 2.3E-06 94 4.8E-05 1961 'Ft iiikedil WfOX t, , J164 m,,,,„ 71 t„f ,., PP „..-..„.4,1 "tit ,-.. , 4 F2Ti*: ,,,,..„„.1 geT2-7, re,,,,:.-:„„d.: ITO , t., ' '''''''''--r81‘2! '§014' WeiN a4,„„,,,tri R-PiiV 44,4,-,-. viigN .4,-;7, .,4 Paw 6,„,,,---A --.43wei -A-,...,„-4 , kPliiiiiVi A, .-r'4, iffiW ''''''A, , 1i JS .f7 Fii-Vde, fi.4. ROSS M. 1 tViE og 12,,A,-,„-_,..- Vos.ir'' 123 108 49 81 37 218 6.45 19 8.4 64 1.88 7.6 3.45 2950 2400 2.6 4775 2.4E-06 96 4.9E-05 2010 1211X540 r6" Ibl80Or(-6V) Pig ..„...._, ifiR -4,,, cal „,.„..„..._ ;raj ,..e.„„,.. ,.. .460 P1`03* FOAL HAI Prii41 115W1 _,,,...,.. g5r9A 2�I „..„......._ 4iiiigfil -_,,,,,.... Vfigol 4.-----.-..-,-,. . ...•,...A7 WM 'rale fileigi -..-4, wev cautio $vigie% '4e,--,.---.40 NAM 1. NI values represent typical product characteristics for the 6V or 12V battery and are subject to change without notice. 2. The hydrogen evolution rate doubles for every 15 °F (8 °C) rise above nominal temperature and halves for every 15 °F (8 °C) below nominal temperature. 3. The nominal AH capacity is based on the 8 hour rate to 1.75 VPC final voltage at 25 °C (nominal temperature). EnerSys Applications Engineering EnerSys IniplAwAv.EnerSys.com 2366 Bernville Road - Reading. PA 19605 1-800-538-3627 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 07 2011 City of Tukwila BUILDING DIVISION AE1003051 Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, WA 98032 tel 206 - 575 -9700 fax 206 - 575 -9800 Project: SDC -42 3355 S. 120TH Place Tukwila, Wa 98168 Date: 04/06/2011 Pei¢PA Op), REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 7 2011 City of Tukwila BUILDING DIVISION Sabey Data Center Office Unit Loads CORRECTION Nlt'-OZO RECEIVED APR 112011 PERMIT CENTER Mechanical Construction, Engineering and Service www.hermanson.com 9r'JIEVn OFOR • COMPLIANCE �v�APPROVED JLL 0 7 2011 City of 1- ukw►la DIVISION HERMANSON COMPANY Ps- SABEY DC -42 CITY OF TUKWILA PERMIT APPLICATION Mark Glodowski 2/4/2011 RECEIVED FEB 04 2011 PERMIT CENTEb Enclosed are calculations for mechanical equipment, acoustical submittal documents and structural documents to meet the City of Tukwila permit application requirements DATA CENTER.(3 TOTAL 1.5 MW) Hermanson Company Confidential Page 1 SERVER ROOM LOADS QTY EQUIPMENT MAX W POWER DIVERSITY TOTAL W INPUT TOTAL PER UNIT* HEAT (btu /h) HEAT (btu /h) GENERIC EQUIPMENT - WATTS OR BTUH INPUT MASTER BTUH INPUT MASTER BTUH INPUT - STS /PDU units MASTER MAX W INPUT - 1.5 MW per data center MASTER MAX W INPUT MISCELLANEOUS INTERNAL It FUTURE People Lights FUTURE LOADING ALLOWANCE - STS /PDU units SYSTEM LEVEL LOADS (enter HAP load output) Fan motor heat Building Envelope - walls / floors Building Envelope - roof Building Envelope - glass Outside air (sensible and latent load) - 1,800 cfm total - - - - - - 4500000 0 21000 0 458,400 15,358,500 0 500 71,673 229,200 1,009,466 36,000 0 0 95,054 0 0 12 38,200 3 1500000 100% 0 0 100% 2 250 1 1 1 0.7 6 38,200 1 1,009,466 1 36,000 1 0 1 0 1 95,054 Server Room Square Footage: Sensible Heat Ratio: GENERAL INFO: TOTALS:• ' . 575 BTU /sf 17,258,793 " BTU /h 30,000 169 „i _ .. __ - w /sf 1438 . ,Sens Tons 99% 21 sf /ton 1453 Nom Tons 5057 kW 2/3/2011 P: \Major Projects \TUK Sabey Data Center \10 -1 -1281 SDC 42 Tukwila\ Engineering\ Calculations \SERVERROOMLOADS.xlsx Hermanson Company Confidential 2/3/2011 tiP 5 R oo `v, Page 1 SERVER ROOM LOADS QTY EQUIPMENT MAX W POWER DIVERSITY TOTAL W INPUT TOTAL PER UNIT* HEAT (btu /h) HEAT (btu /h) GENERIC EQUIPMENT - WATTS OR BTUH INPUT MASTER BTUH INPUT - miscellaneous equipment MASTER BTUH INPUT - UPS units MASTER MAX W INPUT MASTER MAX W INPUT MISCELLANEOUS INTERNAL & FUTURE People Lights FUTURE LOADING ALLOWANCE SYSTEM LEVEL LOADS (enter HAP load output) Fan motor heat Building Envelope - walls Building Envelope - roof Building Envelope - glass Outside air (sensible and latent load) - 2,000 cfm - - - - - - 0 0 3426.5 60,000 698,400 0 0 250 11,695 78,480 94,917 0 0 0 105,616 10 6,000 8 87,300 0 0 100% 0 0 100% 1 250 1 1 1 0.7 2 39,240 1 94,917 1 0 1 0 1 0 1 105,616 Server Room Square Footage: Sensible Heat Ratio: GENERAL INFO: TOTALS:. 214 BTU /sf 1,049,358 BTU /h 4895 63 w /sf 87 Sens Tons 99% 55 sf /ton 88 Nom Tons 307 *PER MANUFACTURER'S WEBSITE kW 2/3/2011 P: \Major Projects \TUK Sabey Data Center \10 -1 -1281 SDC 42 Tukwila \Engineering\ Calculations \SERVERROOMLOADS.xlsx Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, WA 98032 MEMORANDUM tel 206 - 575 -9700 fax 206 - 575 -9800 TO: City of Tukwila — Acoustical Review FROM: Hermanson Company DATE: February 4, 2011 SUBJECT: SABEY SD-42, 3355 S 120th Place acoustical report PROJECT #: 10 -1 -1281 Background The SABEY Intergate East, Campus is an existing data services building located at the intersection of south 124th Street and 35th Avenue South. This site and the surrounding areas are zoned as MIC -H and MIC -L, which is an industrial area. All calculations will be based on meeting the industrial to industrial criteria of 70 dBA as required under WAC 173 -60 -040 throughout the entire 24x7 time period as noted below. E_KNIi 45 47 50 xf Recewiti Gommercia 57 60 65 60 65 70 Mechanical Construction, Engineering and Service www.hermanson.com .4 Helrn>sanson The renovation consists of adding new roof mounted air cooled chillers, indoor mounted air handling units to serve the first and second floor rooms, generator equipment ventilation located in the interior of the first floor, acoustical silencers for the intake and exhaust of the generator ventilation system. The two existing generators proposed for this project are the same make, model and year of the currently installed generator systems. The design of the intake and generator discharge ventilation system will be an identical installation to the current generator ventilation system including the sound silencers. The expected outcome of the sound levels from the intake and discharge of the proposed generator system is expected to not increase the noise level from the current system. The acoustical report calculations were performed verified using the Trane Acoustic Program version 2.3. Roof mounted chillers going West to adjoining industrial site: The following statement can be made about the future acoustical condition at this west property line: The combined outlet sound power data for the chillers is 73.3 LWA, and with 91' separating the equipment from the adjacent property line the resulting sound pressure level is 67 dBA at the adjacent property line. This is within the noise ordinance tolerance — no mitigation is required. Roof mounted chillers going South to adjoining industrial site: The following statement can be made about the future acoustical condition at this south property line: The combined outlet sound power data for the chillers is 73.3 LWA, and with 327' separating the equipment from the adjacent property line the resulting sound pressure level is 56 dBA at the adjacent property line. This is within the noise ordinance tolerance — no mitigation is required. Recommendations /Conclusions "Does the noise being generated by your equipment meet or exceed the maximum permissible noise levels allowed at the adjacent property line ?" Yes, the calculated sound pressure levels for the new chillers on the roof are well within the 70 dBA noise ordinance tolerance for the city of Tukwila based on a industrial to industrial zoning and as such, are not subject to any mitigation requirements. Sincerely, David Nehren, PE Engineering Manager Encl: Plan view (dimensioned) of site conditions and mechanical roof equipment (see sheet M2.01) Acoustical calculations (by Trane TAP Program) Equipment sound power data for Chillers Mechanical Construction, Engineering and Service www.hermanson.com 4 Tukwila Maps 1,++„•//..,..,....,; +.11.... ;1n ...., .. n /.,,.,.,el/...,.,:,,..h,,.,,-,1 g 1,4-.,,1 Page 1 of 1 ')/2 /',r11 Project Name: Location: Building Owner: Project Number: Comments: Path Table View -- Path 1: `VEST pxopelerY Li/JO LINE ELEMENT Octave Band Data 63 125 250 500 1k SDC -42 Tukwila Sabey Data Systems 10 -1 -1281 Rooftop chiller analysis 2/4/11 2k 4k COMMENTS Custom Element Outdoor 103 102 101 102 100 95 90 Chiller -37 -37 -37 -37 -37 -37 -37 SUM RATING: 66 65 64 65 63 58 53 NC 62 RC 62(N) 67 dBA POSSIBILITY OF NOISE - INDUCED VIBRATION Program User: M Glodowski Run Date: 02/03/11 File Name: C: \CDS \TAP \SAMPLES \SDC42 CH.PDT Page Number: 1 Path Table View -- Path1: LINE ELEMENT Project Name: Location: Building Owner: Project Number: Comments: (56071 pRopEtZrr L /NE) Octave Band Data 63 125 250 500 1k 2k SDC -42 Tukwila Sabey Data Systems 10 -1 -1281 Rooftop chiller analysis 2/4/11 4k COMMENTS Custom Element Outdoor 103 102 101 102 100 95 90 Chiller -48 -48 -48 -48 -48 -48 -48 SUM RATING; 55 54 NC 51 53 54 52 47 42 RC 51(N) 56 dBA Program User: M Glodowski Run Date: 02/03/11 File Name: C: \CDS \TAP \SAMPLES \SDC42_CH.PDT Page Number: 1 PACKAGED CHILLER Jo15 Name Sabev - Option 1 Engineer Location Architect Customer Contractor Friday, January 21, 2011 Multistack Job Number Customer P.O. Number Sales Representative Craig Center Submitted by Quote # Approved by Craig Center / TL QTL012120115 Date: GENERAL INFORMATION Chiller f 1 ) ASP- 30AH2A0 - R407C (MF) & (5) ASP- 30AH2A0 - R407C (SF) & (6) ASP- 30AH2A0 - R407C Freecool Other DIMENSIONS & WEIGHT' (Units are in inches & Ib) (Dimensions & Weights do not include 1- Boxes) Length: 450 3/8 Weight: Width: 97 Height: 90 1/2 Total Dry Weight: 24600 Ib Total Wet Weight: 26400 Ib CHILLED WATER DESIGN Entering Temperature: 54.0 °F Leaving Temperature: 42.0 °F Evap. Flow Rate: 722.5 GPM Evap. Pressure Drop: 8.3 Feet (25% Propylene Glycol m Evaporator Loop) FULL LOAD CHILLER PERFORMANCE Ambient Design: 95 °F Low: 20 °F Cooling Capacity: Power Input: kW/Ton: 334.6 Tons 379.7 KW 1.135 PART LOAD CHILLER PERFORMANCE % Load KW /ton COP 100% 1.135 3.1 75% 0.837 4.2 50% 0.647 5.4 25% 0.604 5.8 NPLV = 0.726 4.8 SOUND PRESSURE: Yields: 77.3 dB @ 30 ft CHILLER FEATURES • Stainless Steel Evaporator • Lead Compressor Sequencing (24hrs) • Automatic Internal Rescheduling If Fault Occurs • Automatic Logging Of Any Fault Condition • Electronic Chilled Water Control • Multiple Independent Ref. Systems • Quick Interconnect Modular Design • Dual Condenser Fans Per Module • Designed For Quiet Operation • Pressure Controlled 1140 RPM Fan Motors • Filters In Evaporator Supply Headers • Stainless Steel Inlet Header • A /Cu Condenser Coils • R-407c Refrigerant • Warranty: All Parts (1 Year) • Single Point Power Connection • VFD's on Fans • Lifting Frame (24" Walkway) • Headers in Walkway • FRM Glycol Chiller (includes PPM/Module) • Interoperability Web Portal (BACnet or Modbus) • Iso Valves to Supply/Retum of Heat Ex. (Mechanical) • Warranty: Labor Only (1 Year) • Two Master Controllers • Warranty: Parts Less Compressor (2 Year) ELECTRICAL DATA MAIN POWER SUPPLY 460 / 60 / 3 CIRCUIT(S) CAPACITY Minimum Circuit Ampacity (amps): Maximum Over Current Protection (MOP): CHILLER I:r0Hi J1 I R CIRCUIT '(GIi2QOM 349 400 RLA/FLA (At ARI Conditions): ASP -30A (Como: 25. Fan:3.5) CHILLER LAYOUT MEW SR MF SF SF SF SF SF First Letter: M =Master Chiller, S--Slave Chiller, P Pump, F =Free Cool, G=Glym/ Feeder. Second Lerrer.F =Front Module,R =Rear Module. J IMPORTANT: To assure full equipment design performance, life and reliability, the MULTISTACK chiller must be piped in accordance with Installation Manual unless specifically authorized otherwise by MULTISfA in writing. 14/25 SO ATRAP SILENCERS Certified Performance Data Engineered for Silence Model B Dynasonics Systems, Inc. SonaTrap Duct Silencers are acoustically engineered with a unique aerodynamic design to attain a maximum of attenuation and a minimum pressure drop. SonaTrap Duct Silencers feature high performance, quality construction and low initial costs. Stabilized acoustical materials and rugged galvanized steel assure you of top performance in your specifications. This technical bulletin contains both forward ( +) and reverse ( -) flow duct silencer acoustic ratings measured in accordance with ASTM E-447 standard method of testing duct silencers. SILENCER LENGTH . INCHES 36 -,CENTER ,FREQUENCY,:H2 FACE VELOCITY FPM, -2000 -1000 +1000 +2000 E -cE14 S000.0 RC 000;j, o0 rNAMIC INSERTION LOSS IN DECIBELS 5 5 4 8 7 6 13 13 15 12 23 24 20 20 29 36 32 31 29 32 32 31 17 18 19 20 13 13 19 16 48 -2000 -1000 +1000 +2000 4 5 5 4 8 9 8 8 23 32 38 34 22 33 41 39 20 32 1 40 40 19 28 36 36 31 18 26 31 33 18 21 22 60 -2000 -1000 +1000 +2000 4 5 6 5 9 11 10 10 33 31 28 27 43 47 44 40 50 48 42 56 55 49 54 I 59 48 49 49 43 28 35 35 29 72 -2000 -1000 +1000 +2000 7 11 9 14 9 13 6 12 34 43 51 33 45 j 56 31 44 54 30 42 50 48 44 29 55 49 35 58 49 35 52 ' 45 30 84 -2000 -1000 +1000 +2000 11 . 13 12 8 14 17 16 15 35 35 35 33 44 47 45 44 53 49 46 30 57 56 49 36 55 58 50 35 51 54 48 ! 32 96 -2000 -1000 +1000 +2000 12 13 12 9 15 19 18 16 35 36 36 34 45 48 46 45 53 58 56 52 50 57 59 55 47 50 50 49 31 38 35 33 108 -2000 -1000 +1000 +2000 13 13 12 10 19 20 19 17 36 37 37 35 46 49 46 46 54 58 56 54 51 58 59 56 48 51 51 49 32 39 36 34 120 -2000 -1000 +1000 +2000 10 22 j 36 13 23 38 12 22 38 10 18 36 47 50 47 47 56 59 57 56 56 59 60 57 50 52 51 50 35 40 36 35 All acoustical performance and aerodynamic data is obtained from independent laboratory tests for the 3, 5, 7 and 10 foot silencers, the 4, 6, 8, and 9 foot acoustical performance data are based on comparative tests. Tests were conducted on 24" x 24" production silencers. www dynasonics- acoustics.com 5101 Blue Mound Road • Fort Worth. Texas 76106 • Tel: 817/509 -2300 • Fu: 817/831 -3110 (August 2009) +r. 4 FOR REV COMPLIANCE CODE APPROVED JUL 07 2011 City of Tukwila BUILD %► - eNISION gir KEY PLAN ILID N.T.S. 1 1 1 1w6w__L I CORRECTION in to M X 00 00 W W v v A -3.2 (E) 24x68 X 00 L6x6'xTg NEW MECH. U T 1000# MAX. I (E) W 4x6E 1 -6" 27' -1" 27'- 42RECEIVED APR 112011 PERMIT CENTER SDC42 PHASE 1 INTERGATE EAST CAMPUS 3355 S. 120TH PLACE Tukwila, WA 98168. ;.', , �� _. s ;� OF ° . '�` -�; «-. .._'•s!�'�xu'` ANAL E Olt ENG'D: D. LAKE DWN: B. PATEL PARTIAL ROOF FRAMING PLAN JOB NO:99136045 DATE: 4 -7 -11 ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 SHEET: S1 S K 1 2000# MAX. WT. 16 SIDES 32x *x0' -32" TYP. . A "0 THRU BOLT EACH ORNER TO MFGR. CURB MFGR. CURB w/ #10 1' -0 "oc TO EXIST. DECK 0.145 "0 HILTI X —EDNI FASTENERS ® 12 1'oc TO L 3 BEAM L6x6x16 TYP. COPE ® INTERIOR TO HOUSING DUCT OPNGS. USE L3x3x4 SIM. © SUPPORTS 32x4x0' -32" R TYP. CURB SUPPORT FRAMING BELOW ROOF DECK SECTION A-3.2 i" = 1' -o" BEAM S D C 4 2 PHASE 1 INTERGATE EAST CAMPUS 3355 S. 120TH PLACE Tukwila, WA 98168 ,, . • S S. ., �. . t , = 0 � a, >, 4-1490- 14900 q ? • .`tip �G k . •NAL OP/ ENG'D: D. LAKE DWN: B. PATEL SECTION A -3.2 JOB NO:99136045 DATE: — 4 7 -11 ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 SHEET: Si S K 2 ElvesENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 99 13G, 0 yS PROJECT SAVE-47 Dt C 7✓� 61X - ILI Z DATE 4 - 63- SUBJECT SHEET I-119 4-z_ sUsy 6 Q 4 V' Z b, ,5?- 5c < ,?, af. 66),Cs)(4z..) Z /. a 4- • BY V_, 4- • • °? -c.D -z 137' €TLS gk;mac� �]y , 13r c@ Gl/1( L jl.... c yX6.C. (1. sue.. - :59c. -Q (1..5.) (APT- T- - 681 Aceij vz}.- 36...0 SroKetr_ , 7.�; C.lil'4' /5 . i 76, J - ,7/ 4 & , S, 'f 1 .7 2( $-7• � F41, IL ) 5/ /6; /` L; vs`pc L 9 � . " , 4.i 10 H L� ONO l``ir -40 24.etA Pageyt_Ay 3355 S 120th PI, Tukwila, WA 98168 Google Earth: Directions 47", • 4 ib - 121. --(7-Z) ., 28 18 1/7/2011 Conterminous 48 States ( 2003 NEHRP Seismic Design Provisions Latitude = 47.4918 Longitude = - 122.2898 Spectral Response Accelerations Ss and Si 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 =FaxSs and SM1 =FvxS1 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) ENGINEERING JOURNAL / AMERICAN INSTITUTE OF STEEL CONSTRUCTION Y Loading area XL' • EQUAL AN.G LES NORMAL STRENGTH STEEL (36 ksi) NOMINAL SIZE T iCK. NEST NOM 11aAL MIGHT pen FOOT SAFE OISTal D LOADS OWE/ / MAX DEFLECTION (inn 1 "tart IN FEET n in Ib 2 4 -6- 10 10 12 14 20 25 6 x 3 1 51.0 34.1 34.1 32.9 2.85 19.4 ' 16.0 13.5 8.93 6.69 0.03, 0.00 0.03 0.12 • 0.32 0.46 0.63 1.30 2.0 1 • 12.7 /.'8.53 • - 1 3.01 2.36 1.92 1.60 0.99 0.54 45.0 26.9 26.9 26.9 ,173 142 12.0 7.95 5.95 26 41 0.00 0.03 0.11 0.32 0.46 0.63 1.29 2.0 1,21 1 38.9 20.3 20.3 20.3 - 15.0 12.4 10.5 8.94 5.05 0.91 7.25 2.6 0.00 . 0.123 0.10 0.32 0.46 0.53 120 7.99 1.48 1 32.7 1(5 • 14.5 14.5 . •12.4 10.2 8.81 5.89 4.26 0.40 0.63 0.91 0.00 0.02 -.0.06 0.31 0.45 0.61 1.26 1.96 2.11 i; 28.6 9.57 9.57 9.57 9.57 622 6.95 .4.60 3.44 0.07 0.22 0.40 0.00 0.02 0.06 030, 0.45 0.61 127 2.0 8 x 6 1 37.5 31.7 26.6 -17.6 Fri( Gi GS GS 15 GS GS GS:, GE `10.3 8.47 7.12 4:50 3.35 11.2 5.56 3.66 0.01 0.07 • 0.75 • 0.44 0.63 0.86 1.76 2.8 0.03 33.1 25.2 23.8 15.8 925 759 8.38 4.13 100 1 11.0' 8.26 0.01 0.07 ' 0.16 0.43 0.62 0.85 1.74 2.7 1 28.7 19.2 . 19.2 13.8 8.11 8.65 5.60 3.62 2.64 49 1 0.01 0.06 0.15 0.43 0.52 0.85 1.73 2.7 0.54 1 24.2 13.8 13.6 11.8 5.91 5.67 4.77 3.09 2.14 1.46 10 47 0.01 0.05 0.15 0.43 9.62 .094 1.73 2.7 0.89 A 219 11.4 11.4 10.8 6.35 5.00 423 298 1.96 0.72 1.05 1.44 0.01 0.05 0.15 0.42 0.60 9.61 1.72 2.7 1.15 1 19.5 9.20 9.20 9.20 5.46 4.48 3.77 2,44. 1.74 0.25 0.46 0.72 0.01 0.05 0.15 0.42 9.60 0.82 1.70 2.7 1 3.95 ll 172 , 7.06 7.06 7.06 4.78 3.92 329 2.13 1.51 0.04 0.14 0.32 0.01 0.04 0.13 0.42 0.80 091 1.70 2.7 9.3 i 14.8 5.38 ' 5,38' 528 4.15 3.40 2.86 1.85 1,31 0.06 9.01 0.04 0.11 0.42 0.50 0.82 1.71 2.5 5 it 5 f 23.6 18.4 14.1 9.32 5.44 4.45 3.72 2.37 1.68 0.23 0.01 0.01 0.19 0.52 0.75 1.02 2.1 13 15 I- 199 13,3 12.1 7.96 4.86 3.61 3.19 2.03 1.45' 0.54 0.30 0.19 0.01 001 0.19 0.52 0.75 1.32 21 33 1.24 f 16.1 8.92 ' 8.92 6.56 3.83 •3.13 2.63 1.63 1.16 0.65 0.52 0.43 0.01 0.07 0.18 0.51 0.74 1.01 LI 32 0.54 1 12.3 526 5.26 4.89 2.88 2.33 1.96 1.24 0.87 0.87 0.01 0.01 r1 0.50 0.72 1.03 1 2.1 3 3.3 0.02 0.13 A .1 4 3.75 3.75 _3.75 2.40 1.96 1.84 1.04 0.71 041 0.06 lass 0.50 0.73 ISO 2.1 32 041f1stion alms to 019 ran of the hee1N line a9 9T1saw Miff 11180 of 11s 8785. Load algae to the INt of the broken line are band' on show opacity. ard'an as than the p.nti>•bis flexural load Safe Load Tables for Laterally Unsupported Angles iiiah- Strength Steel -52 ksi yield stress BASED ON AS CAI -1968 NOMINAL SIZE THICK' NESS 1 NOMINAL WEIGHT ►ER FOOT SAFE DISTRIBUTED LOADS (KIPS) / MAX DEFLECTION. (inl SANS IN FEET in in Ib 2 4 6 8 10 12 • ' 14 20 25 4 x 4 1 15.7 12.6 , 7.45 4.91 3.63 2.85 231 1.93 1.19 0.81 0.03, 0.10 0.24 0.42 0.65 9.94 1.29 2.6 4.2 1 • 12.7 /.'8.53 .6.17 4.07 3.01 2.36 1.92 1.60 0.99 0.54 /....02 9.10 0.23 0.41• 0.65 0.93 1.27 26 41 9.7 5.08 4.78- , 3.16 .2.33 1.83 1.46 1,21 0.75 0.49 .0.02. 0.10 0.23 0.41 0.64 0.91 7.25 2.6 41 Ili 8.1 3.53 3.53 2.56 1.89 1.48 1.21 1.00 0.62 0.41 0.01 • 0.09 022 0.40 0.63 0.91 125 2.5 4.2 1 6.6, 2.39 2.39 2.11 1.56 122 ` 0.99 0.83 0.49 0.33 0.01 0.07 0.22 0.40 0.63 0.92 125 26 41 , • 3f x 3} 1 13.5 11.2 5.56 3.66 2.70 2.11 1.71 1.42 0.85 0.56 0.03 0.12 0.27 0.48 0.76 1.09 1.46 11 48 1 11.0' 8.26 4.63 3.04 225 1.78 1.42 1,18 0.71 0.47 0.03. 0.12 0.27 0.48 0.74 1.07 7.47 3.9 49 1 8.4• 4.95 3.61 2_38 - 1.75 1,37 1,11 0.92 0.54 0.35 0.02 0.72 026 0.47 0.74 1.07 1.46 10 47 7.1 3.46 3.02 1,99 1.41 1.10 0.89 '0.74 0.45 0.29 0.02 0.12 0.26 0.45 0.72 1.05 1.44 2.9 4.8 1 5.7 2.35 2.39 1.57 1.15 0.90 0.73 0.61 0.37 0.24 0.01 0.12 0.25 0.46 0.72 L05 1.44 10 48 3 x 3 1 11.4 7.96 1 3.95 2.59 1.91 1.48 1.19 0.98 0.57 0.35 0.04 0.14 0.32 0.57 0.89 1.29 1.75 _16 5.7 1 9.3 6.67 3.31 2.17 1.60 1,24 1.00 0.82 0.48 0.30 0.06 9.14 0.32 056 0.88 1.27 1.73 15 5.6 i• • 7.1 4.80 2.59 1.71 125 0.98 0.79 465 0.36 0.23 0.03 0.14 0.31 0.55 0.87 725 1.77 15 9.5 ?4 6.0 3.41 2.18 1.44 1.06 0.82 0.66 0.54 0.30 0.19 0.02 0.14 0.31 0.55 0.86 1.24 1.70 15 5.5 1 4.8 2.30 1.74 1.14 0.84 0.65 0.52 0.43 0.25 0.15 0.02 • 0.13 0.30 0.54 0.85 123 1;69 15 5.6 Ili 3.7 ' 1.35 1.32 0.87 0.64 0.49 0.40 0.32 0.18 0.11 0.02 0.13 0.30 0.54 0.85 121 1.65 17 5.9 The tables are Calculated for loads applied aAVWhare Within halt a lag length on either side of the shear 01.109 - m fig, 1. r Property of Engineers N Input = Job number : 99136045 Job name : SDC - 42 Northwest, ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Inc., Seattle - Use by others unlawful Shaded cells SHEET I OF 04461 9/29/09 REV. 1: 7/7/10 IBC 2009 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input Basic Seismic - Force - Resisting System = Basic Seismic-Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = TL = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = Regular Structure < 5 Stories? B4 Ordinary steel concentrically braced frames Y 59.00 ft. 1.51 0.514 59.00 ft. 59.00 ft. = Building Frame System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long- period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E "or "F ". SEISMIC roof high point (minimum parapet) 59.00 ft. roof low point (maximum parapet) YES Section 12.8.1.3 Steel ordinary concentrically braced frames are permitted in single story buildings up to a height of 60 ft., where the dead load of the roof does not exceed 20 psf and in penthouse structures. Output Site Coefficient Fa = 1.000 Site Coefficient Fv = 1.500 Sms = 1.500 Sm1 = 0.771 Sds = 1.000 Sd1 = 0.514 Seismic Design Category (SDC) = D To = 0.103 Ts = 0.514 Ct = 0.02 Period = T = 0.426 Sa = 1.000 R = 3.25 S2o = 2 Cd = 3.25 IE = 1.5 Detailing Reference Section = 14.1 Cs talc. = Cs max. = Cs min. = Cs use = Vu design = V design = Ev = W = Building weight (# or kips) Table 11.4 -1 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 seconds - Section12.8.2.1 (Eq. 12.8-7) Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4 -7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 Table 12.8 -1 Cu = 1.4 0.462 Section 12.8.1.1 (Eq. 12.8 -2) 0.557 Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) 0.066 Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) 0.462 Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) 0.462 *W At strength level USD (Eq. 12.8 -1) 0.324 'W Working (0.7*E ) ASD 0.200 *D = +/ -.2 Sds D (Eq. 12.4 -4) - May be Zero for proportioning foundations. Diaphragms Fpu calc. = Fpu min.= Fpu max.= Fpu design = Fp design = wp = The weight tributary to the diaphragm at that level 0.462 *wp (Eqs. 12.8 -2 thru 12.8 -6 above) 0.300 *wp (min. Section 12.10.1.1) 0.600 *wp (max. Section 12.10.1.1) 0.462 *wp USD 0.323 *wp ASD (0.7 *USD) EQ. 4/8/2011 ASCE7 -05 2009IBC Seismic 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 7 -05 Section 6.5.15.1 & Figure 6 -21 Buildings with h <= 60 ft. Protect No.:- 99136045 Pr oject Name:- Sabey Data Cente rSDC - 42 mech unit Wind Speed = Exposure = Category = Is this a hurricane prone region? Kd = INPUT M/U depth (parallel to wind) 14.17 ft. Wind is :- Normal to face The Rooftop M/U is :- Flexible Roof height above ground level (h) = 60.00 ft. Building dimension (B) = 500.00 ft. 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 = OUTPUT 62.25 ft. 1.15 1.00 21.27 *Kz 0.86 qzGCfAf 18.36 psf 1.252 1.300 29.87 psf 33.8 sq.ft. Area Factor = 1.9 Table 1 -1 Table 6 -1 Table 6 -4 Dynamically S Length = SHEET `OF�"� 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 = 62.25 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 F M/U = 1917 # 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. 4/8/2011 Rooftop ASCE7 -05 2009IBC WindMeth2 ENGINEERS - NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N. E. (SUITE 205) SEATTLE, WA. 98115 SHEET OF /ti417 Rev. 1/3/00 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS 2001 Edition NOTATION SCREW PROPERTIES GAUGE METAL THICKNESS Number Nominal Gauge Thickness Fu d = nominal screw diameter Designation Dia., d, in. (in.) (ksi) min. dw = the larger of the screw head or washer # 2 0.0860 25 ga. 0.0188 45 diameter, but not larger than 1 /2 "(5/16 "MIN.) # 3 0.0990 22 ga. 0.0283 45 FS = factor of safety = 3.0 # 4 0.1120 20 ga. 0.0346 45 Pas = allowable shear force per screw # 5 0.1250 18 ga. 0.0451 45 Pns = nominal shear strength per screw # 6 0.1380 16 ga. 0.0566 65 Pat = allowable tension force per screw # 7 0.1510 14 ga. 0.0713 65 Pnt= nominal tension strength per screw # 8 0.1640 12 ga. 0.1017 65 Pot = pull -out force per screw # 10 0.1900 Ppov= pull -over force per screw # 12 0.2160 ti = thickness of member in contact 1/4 in. 0.2500 with the screw head NOTE: - t2 = thickness of member not in contact 1.) Screw sizes smaller than # 2 or larger than 1/4" with the screw head are not to be used. Fu, = tensile strength of member in contact 2.) The tested shear capacity of the screw shall not with the screw head be Tess than 1.25 Pns = 3.75 Pas Fu2 = tensile strength of member not in 3.) The tested tension capacity of the screw shall not contact with the screw head be Tess than 1.25 Pnt = 3.75 Pat. E6.3 Shear E6.4 Tension Pas = P ns/3 Pat = P nt/3 For t2/t, < =1.0 Pas shall be taken as the smaller of Pat shall be taken as the smaller of Pas = 1.4 (t23 d)112Fu2 Pull - Out Pas = 0.9 ti d Fu, Pat = 0.283 t2 d Fu2 Pas = 0.9 t2 d Fu2 Pull - over Pat = 0.5t,dw Fu, For t2/t, > =2.5 Pas shall be taken as the smaller of Pas = 0.9 ti d Fu, Pas= 0.9t2dFu2 For 1.0< t2/t, <2.5 Pas shall be determined by the linear interpolation between the above two cases #12 #10 ALLOWABLE LOADS lbs. #8 #6 SCREW SIZE GAUGE d = 0.216 d = 0.190 d = 0.164 d = 0.138 SHEAR PULL -OUT SHEAR PULL -OUT SHEAR PULL -OUT SHEAR PULL -OUT 25 (18mi1) 75 52 71 45 66 39 60 33 22 (27mi1) 139 78 131 68 121 59 111 50 20 (33mi1) 188 95 177 84 164 72 128 61 18 (43mi1) 280 124 263 109 240 94 128 79 16(54mi1) 569 225 400 198 240 171 128 144 14 (68mi1) 600 283 400 249 240 215 128 181 12(97mi1) 600 404 400 355 240 307 128 258 Min. Edge Dist. and o/c Spacing 11/16 in. 9/16 in. 1/2 in. 7/16 in. SCREWS TO HAVE 5/16" MINIMUM HEAD DIAMETER. Page 1 4/8/2011 SCREWS 49 ACCESSORY - ROOF TOP CURB ACCESSORY - ROOF TOP CURB Page 8 wr . ---- mur— --~ r---~- nmo~~---mnr---`- `^ ---- ` � ---- 34 3/8" 34u/8" ACCESSORY - ROOF TOP CURB Page 8 EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN (ALT) 3/4 " -14 NPT DIA. HOLE CONDENSER FAN 2" ELECTRICAL CONNECTION (SINGLE POINT POWER WHEN HEAT INSTALLED) THROUGH THE BASE CONDENSATE PLAN VIEW UNIT DIMENSION DRAWING 191/4" CONDENSATE J I 00 93/8" III -- 183/4 " 88 518" 32 /4" 1 43/4" 3 7/8" 111 NIT CONTROL WIRE 78" DIA. HOLE ERVICE GAUGE PORT ACCESS 1 3/8" DIA HOLE �'/ NIT POWER WIRE ONDENSER COIL 40 PACKAGED HEATPUM ONTROL AND COMPRESSOR ACCESS PANEL NOTES: 1. THRU -THE -BASE ELECTRICAL IS NOT STANDARD ON ALL UNITS. 2. VERIFY WEIGHT, CONNECTION, AND ALL DIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLATION 718" 1111111 18 1/2" 9 5/8" 5 58" MI ILI• -- 4114" - 5 518" 7 5/8" SUPPLY 2378" iRETURN 53 1/4" 191/4" CONDENSATE J I 00 93/8" III -- 183/4 " 88 518" 32 /4" 1 43/4" 3 7/8" 111 NIT CONTROL WIRE 78" DIA. HOLE ERVICE GAUGE PORT ACCESS 1 3/8" DIA HOLE �'/ NIT POWER WIRE ONDENSER COIL 40 PACKAGED HEATPUM ONTROL AND COMPRESSOR ACCESS PANEL NOTES: 1. THRU -THE -BASE ELECTRICAL IS NOT STANDARD ON ALL UNITS. 2. VERIFY WEIGHT, CONNECTION, AND ALL DIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLATION 718" 1111111 18 1/2" 9 5/8" 5 58" MI ILI• -- 4114" - 5 518" 7 5/8" a I' 0 53 1/4" DIMENSION DRAWING Page 3 N'NENGINEERS STRUCTURAL Engineers Northwest Inc., P.S. • REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 7 2011 City of Tukwila BUILDING DIVISION INTERGATE EAST Tukwila, WA BEY DATAC E NTE RS SDC -42 TENANT IMPROVEMENT STRUCTURAL CALCULATIONS HtI ` January 28, 2011 ENW Project No. 99- 136045 RECEIVED FEB 0 4 2011 PERMIT CENTER • • 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.engineersnw.com S C -42 Lateral 1 -Lat 8 -Lat. Framing 1 -Frm. 19 -Frm. Roof Mechical loads 1 -Mech. 179 -Mech. • MEGIFTMC'' Page y sv* 3355 S 120th PI, Tukwila, WA 98168 47--L, 30"4 - I2. - 3.7 • 2.8 96 Google Earth:Directions 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 0) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4918 Longitude = - 122.2898 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SDI = 2/3 x SM1 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 (SDI, Site Class D) • • • Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class D - Fa = 1.0 ,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 o.43 ?- Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4931 Longitude = - 122.2889 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class C'°- 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) 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 * * * * * SHEET OF OF ` 9/29/09 Job number Job name 99136045.000 SDC -42 ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Input Component Definition ASCE 7 -05 Table 13.6 -1 = ME -2) Wet -side HVAC, boilers, furnaces, atmospheric tanks and bins, chille Table 13.6 -1 Category = Mechanical and Electrical Components Ip = 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 Automaticiy Input from tab "IBC EQ." (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) Output ap /Rp = 0.400 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 = 0.4800 *Wp Calculated Fpu= 0.3 *Sds *Ip*Wp = 0.3000 *Wp Lower bound Equipment Lateral Load Anchorage force (WSD) Fpu design = 0.4800 *W (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 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) 1/11/2011 Elect.Mech.Components ASCE7 -05 2009IBC Seismic • • • 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 * * * * * SHEET OF t 9/29/09 Job number 99136045.000 Job name SDC - 42 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 hea 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 ASDILRFD Toad 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) • ENWENGINEERS NORTHWEST, INC., P.S. Ag' &1_3-9(6(& — STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 ) 91 a 6 O 1te.i'PROJECT ,S P C- 'h R- /d r TOP clh L LO d DATE 1--)/- !, AA SHEET OF LA< BY ae'JV, j 1.3 LGye. O77)/2 8,6 (to' ) 2 I/( i <'--ft Gl� Yz ` 4H!:y ,1(9 w�C - 1/✓ 2 6L, 6_ V , s ?- 14, t, 2_04 -) ca1, Lk-6 01 ,57 v. t. Opp f#4,-- n 5MAt 3 or UllY�' K ,I Coy 5a,, rJ1 O77)/2 8,6 (to' ) 2 I/( i <'--ft Gl� Yz ` 4H!:y ,1(9 w�C - 1/✓ 2 6L, 6_ V , s ?- 14, t, 2_04 -) ca1, Lk-6 01 ,57 v. t. Opp f#4,-- 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 7 -05 Section 6.5.15.1 & Figure 6 -21 Buildings with h <= 60 ft. Project No.:- `99136045 Project Name:- Wind Speed = Exposure = Category = Is this a hurricane prone region? Kd = M/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 8.00 ft. Normal to face Flexible 59.00 ft. 100.00 ft. 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 V OF '' 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 �---- 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 • FN\)V ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 PROJECT# d J)b o �f PROJECT L�io� L_ DATE J 5 `J SUBJECT SHEET 1 OF C(l LI M 2./0404- 1,140y BY Cock? 0 L 10 SP LL E Ceoa S pZ de,Z 13-' Go- 0./0 'vrLr 9 (..4&Y t iii 104,3r// (/\) Z Z�tr0)+ _9(zotJo) ■ /Do o S t6 L- 43 el‘ `E (2.) /OLO S 162- - 60 X • • Project: Sabey Data Center SDC-42 Model: Ceiling framing at hard lid space 2007 NASPEC Date: 1/18/2011 R1 17.00ft Section : 1000S162 -43 Single C Stud (X -X Axis) Maxo = 2144.7 Ft -Lb Moment of Inertia, 1= 7.523 in "4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 33.0 ksi Va = 835.9 Ib Unif Ld lb /ft 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 L/602 Distortional Buckling Check K-phi Lm Brac Ma-d Mmax/ Span Ib -InIn (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) (Ib) (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 (Ib) (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 •Project: Sabey Data Center SDC -42 Model: Ceiling header at hard lid space fi R1 2007 NASPEC Ivo° Date: 1/18/2011 17.00 ft Section : (2) 800S162 -54 Boxed C Stud (X -X Axis) Maxo = 6131.8 Ft -Lb Moment of Inertia, 1= 11.200 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 4182.6 1b 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 L/256 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 • 411 Project: Sabey Data Center SDC-42 Model: Ceiling header at hard lid space R1 2007 NASPEC i-1 Date: 17.00 ft Section : (2) 1000S162 -54 Boxed C Stud (X -X Axis) Maxo = 7844.4 Ft -Lb Moment of Inertia, I = 18.781 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 50.0 ksi Va = 3321.7 Ib Unif Ld t lb / 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 U430 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 VNa 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: 8003162 -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 = 0.361 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 = L1666 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 • • �IlP� sal ///tb<iaz- Cyh iS afraJ 2 #4 H. IN TOP BOND BM. SEE TYPICAL DETAILS. 8" CNU GROUTED SOLID w/ #5 @ 4' -0" V. & 2 #4 H. IN BOND BN'S. @ 4' -0 "o /c #5 x 2' —O" @ 4' -0 "o /c EPDXY 6" INTO SLAB ON GRADE. 72 #4 H. IN BOND BM. @ BASE MID • ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 5226698 • • PROJECT # 9 1 3c 0 16 PROJECT S PC - 4 2 DATE 1." 2.0 -1/ SUBJECT /)%o (d2 C/ 1) t /1S SHEET 7 OF ag4 By Ojilib 7-,6: 13,5- 1 INVi2td/Z 44) J 7KAIC7W 9-c, c. if /'2 0/.! o 1.0 Pe 2,6 4F, $ls 013,3"1 2 0,4-6 )(o, 647) (Zo C2,S ) + Zl6s) i -s 2 O, 3 Sf we Cv�.r) ," Ao o, 363 x(7175) z 21.1 Pi (A-s o) 8"Ceiv #s-e18 k v. 2* '# 1-fieekez. a N ENGINEERS - NORTHWST, INC. P.S. SHEET OF 6869 WOODLAWN AVE :. N.E. (SUITE-205) ' • SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by other s unlawful LOCATION :— 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- 112X5116' OUTPUT VERTICAL ANGLE LEG= 6 in. HORIZONTAL ANGLE LEG= 3 112 in. ANGLE THICKNESS = 5/16 in. ANGLE WEIGHT = 9.8 plf Ix = 10.9 in." Sx = 2.72 in.3 2.84 in." A= 2.87 in x = 0.756 in. y = 2.00 in. TOTAL MASONRY WT.= 2539 lb. TOTAL ANGLE WT.= 85 lb. J = 0.0990 in." C = 0.2010 Ip = 24.5 in.' fur = 46.30 ksi INPUT 8.67 ft. Iv= f„ = Fb1=f„ /1.4 = ANGLE DEFLECTION = L/ = L/600 = Maximum allowable deflection = ANGLE MOMENT = ANGLE fb = fb/Fb1= 1 - fb/Fb1 = Fb2 (superimposed load) = MOMENT (superimposed) = P (superimposed) = P (superimposed) - P (superimposed) = w (superimposed) = w (superimposed) = w (superimposed) = 28.01 ksi 18.58 0.155 673 0.173 E = 29000000 psi p = 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) J = SUM /blt3/3 Ip = Ix +I„ +A((x-t/2)2 + (y-t/2)21 • C = SUM(b)3 t3/36 Fy = 36,000 psi Area of load . to angle 600 Angles Sect. 'a LINTEL ANGLE (LLV) DESIGN OPENING = 8.67 ft. ksi ( Dead Load ) in. •• 2 600 —• OK in. In, > 0.155 In. -4 OK kip -in. ksi - OK <= Fb1 OK <1.00 0.3 45.13 16.59 0.893 0.107 LEFT FOR SUPERIMPOSED LOADS 15.30 ksi (fu /1.7) ( Dead & Live Loads ) 4.452 kip -in. REMAINING MOMENT CAPACITY 0.171 kips LIMITED BY STRESS 0.252 kips LIMITED BY DEFLECTION 0.171 kips CONTROUNG "P" . • OR 0.039 kips/ft. LIMITED BY STRESS 0.047 kips/ft. LIMITED BY DEFLECTION 0.039 kips/ft. CONTROLING "w" . • From : - ;March 1981 ASCE - Civil Engineering CLR.OPENING CHOOSE EITHER THE POINT OR'UNIFORM Additional LOAD IN THE • 60 DEGREE TRIANGLE SHOWN ABOVE Ht. =7.51 ft. * 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 ".. • • Page 1 1/21/2011 ACI530 -08 LINTEL • INPUT == JOB # 89136045 ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful PROJECT: - DESCRIPTION : - SHEET / OF / '..V1° MASONRY WALL DESIGN • Based on 2009 IBC/ASCE 7-05/ACI 530.08 Section 3.2.5 Walls designed by this method "REQUIRE SPECIAL INSPEC 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 = Jamb width = Right wall opening width = Right wall opening height = Opening (door) weight = K factor = Is jamb solid grouted? _ Is wall Running or Stack bond? = LOADING DATA Uniform Live Load = Uniform Dead Load = Load Ecc.from I.F.of wall = Concentrated Live Load = Concentrated Dead Load Load Ecc.from I.F.of wall = Concentrated Toad brg. width = Concentric Live Load = Concentric Dead Load = Is Live Load Floor,Roof or Snow? Public Assembly, >100psf or Garage? Does Roof Shed Snow? ASCE 7 -05 6.5.12.2.2 6.5.11.5 12.11.1 11.4.4 11.5.1 Tb1.13.5 -1 13.3.1 *Ww (13.3 -1) *Ww (13.3 -2) *Ww (13.3 -3) *Ww (USD) VERTICAL REBAR DATA Reber Size = # 6 Quantity of Reber In Jamb width = Reber "d" = 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 Its! 21 AS 0.390 15.00 psf DESIGN DATA Actual net 7.625 in. "CMU" Unit Net Compressive Strength, (psi) Design I'm (psi)* Using Type "S" Mortar 4800 3000 3750 2500 2800 2000 4900 1500 Required CMU Compressive strength = 1900psi W! WALL OPENINGS Use DA Type 8 mortar with this program Cldsed.eild BIocK Hollow CMU Block (50 /60) Medium Weight (psf) Wall Thickness 8" 10" 12" Solid Grouted ; 78 98 124 16"o!c 63 80 94 24 "o!c 68 72 85 32"o!c 65 68 80 40"o /c 63 66 77 48"o/c 45 64 76 CMU thickness 6 in. 8 In. 10 In. 12 In. 18 in. 20 In. d (EF) maximum 2.81 in. 6.25 in. 7.25 In. 9.00 in. 13.00 in. 17.00 in. Ungrouted 36 41 63 p rrAs/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 WL = 78 psf HEADER Wt. = 78 psf WALL Thk. = 7.826 in. hit = 27.00 h/r= 98.1 np = 0.0360 k= 0.2348 J= 0.9217 PARAPET HEIGHT = 2f. TOTAL HEIGHT = 20 ft. h� =88- • Opening WT. =10psf seismic opening width, = 6 ft Jamb width = 4 ft. opening widths = 0 ft. * + Ecc. = toward building interior WALL ELEVATION JAMB 1S NOT SOLID GROUTED centerline f1 = 0.0 f2 = 0.7 Ev = 0.2SosD = floor snow 0.199 D CLEAR HEIGHT = 18 ft. nR= 0ft. 1 it 5 fg WALL CTR. NOTE: - Noncontact splices MUST NOT be more than 5.8 Inches apart These bars require a lap of 28 inches minimum ACI 630-08 Section 3.3.3.6 ACI 530 -08 Section 1.8.2.2.1 U8D Fpu = Cs Wp ASD As Is Tess than rho maximum therefore meets the requirements of ACI 530415 Section 3.3.3.5 h'/t<=30 & fae2Pm therefore meets the requirements of ACI 530-05 Section 3.3.5.4 The parapet portion of the wall design is adequate CMU wall 6:19 PM 1/20/2011 ACI530 -08 20091BC CMU WALL • • • 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 JOB # 99136045.000 JOB NAME :- SDC42 FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. WALL STRONG BACK LOCATION:- Input cells = WALL HSS. STRONGBACK OPENING Conn. must occur between lst. conn. above top of door & floor (60" o/c max.) SHEET /0 OF 1 Rev. 6/25/04 6x6 new o. enin . in 8" CMU HSS TOP = 18.99 ft. Wft 1 = 0.00 t�t Wft= ss Trial Sq. HSS size = I PROVIDED = IREQ'D.= S PROVIDED = SREQ'D.= ACTUAL DEFLECTION o ALLOWABLE DEFL.(12H/150) = 4.00 wft_ 3 6.00 5X5X3/16 12.6 10.35 5.03 2.90 1.27 1.55 in.4 in.4 in.3 in.3 in. in. h3 ft_ „ h2ft = _._h ft — hft= -y 0:33 6.00 Duration factor = wind Toad = seismic Toad = lateral design Toad = T = C = T = C = MoaST= MTUBE = ROOF ( Wall support ht. ) Hft= VPLF= 148 NSALBOSOIWOMMLINIONO 1.00 strength 5.00 o psf 21.10 psf 21.10 spsf 1276 # (conn.just above door) 735 # (top connection) 6898 (IN WALL HEIGHT "H" ) 7346 #-ft loading T MAX. = V MAX. = 1278 # rm WALL CONNS. 1428 # @ TS BASE CONN. WALL WITH HSS 5X5X3/16 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS 5X5X3/16- weighs 11.97 pif Strongback Pagel 1/20/2011 STRBACK 2007 NASPEC Project: SDC 42 - strong -back for masonry Date: 1/20/2011 Model: replacement for HSS 5x5x3/16 SECTION DESIGNATION: (2) 800S162 -54 (50) Boxed C Stud 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) Gross Section Properties of Full Section, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia (Ixx) Cross Sectional Area (A) Radius of Gyration (Rx) Section Properties, Weak Axis Gross Moment of Inertia (Iyy) 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 Steel Thickness = Inside Corner Radius = Yield Stress, Fy = Fy With Cold -Work, Fya = Punchout Length = (20 s i62 -S�f 1.,5p trA,Ao 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 Warping Torsional Properties a Sxx(lip) Wn(1) Wn(2) Wn(3) Wn(4) Wn(5) Wn(6) (in ^3) (in ^3) (in ^2) (in "2) (in ^2) (in ^2) (in ^2) (in ^2) 96.3 2.7803 4.8900 3.8700 - 2.3592 2.3592 - 3.8700 - 4.8900 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 ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 0C/ 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # X 0 S PROJECT SO C- - C.- DATE ) - ZO -n SUBJECT OfeArL4r6 SHEET 1 2_, OF -.7"7,1-ee2' BY m6 Brlil2sA4 B1I2 cie00. -Rop J JjI�C £mc 06170 ffi4c, GP 6 60 1/¢4 v.6Y (� 8 (4)z2.4 a 0,5 KW//12 4 84- 7Q,7 KRep . r 127-4 lf i e,Qs a1Co§ k/_73-93 PJF C K (rreA t.) • Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 SDC - 42 grid 9 equivalent roof girder W24x68 Jan 27, 2011 I �J�' /' 9:47 AM Zit "Checked By: Hot Rolled Steel Design Parameters Label Shape Length... Lbyy[ft] Lbzz[ft] Lcomp to... Lcomp bo... Kyy 1 8 1 1 M1 1 girder 127.792 1 Kzz Cm -y Cm -zz Cb swa z sway Function Lateral Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] lyy [in4] Izz (in4] J [1n4] 1 1 girder 1 W24X68 1 Beam Hot Rolled Steel Properties Wide Flange 1 A572 Gr.50 1 Typical 1 20.1 1 70.4 1 1830 1 1.87 Label E f ksi Gfksi Nu Therm (11E5 Fl Densfirfk/fM3 Yieldfks 1 A36 Gr.36 29000 11154 .3 .65 .49 36 0 0 3 A992 > < 29000 11154 .3 .65 .49 50 :..:� ::....:: w:... �y !.f�!{�.�.�: �iii::ii:'!:: ::i .'�iS..... !i�iit::i�......T.....1... f ............. .�...:Y..iii %I i:;iiC::iS. A................. ...........2.... T:!< i; 5!:::. �.; T............... ..................V..:.....: 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Joint Coordinates and Temperatures Label X [ft ' Y fft Z Eft Tem Detach From Diap... 1 N1 0 0 0 0 > < < '27 `791 <..<::.: _ > < >:: «_:: >< ` « t:; > <:. « << :: <«: < Member Primary Data Label I Joint J Joint K Joint Rotate(d...Section/Sha... Type 1 1 M1 1 N1 1 N2 1 1 I girder Beam Design List Wide Flange Material Design R... A572 Gr.50 1 Typical Joint Boundary Conditions Joint Label X [kfin] Y [kiln] Z (k/in] X Rot.[k- ft/rad] Y Rot.[k ft/rad] Z Rot.[k- ft/rad] Footing 1 N1 Reaction Reaction Reaction Reaction Rlibr WttUitfifivo Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface (... 1 1 gravity 1 None 1 4 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 (BLC 1 gravity) Member Label Direction Magnitude[k k -ft] Location[ft, %] 1 M1 Y -16.9 5.67 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations\Grid 9 girder Toads D- E.r3d] Page 1 • 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: Member Point Loads (BLC 1: gravity) (Continued) Member Label Direction Maanitudef k. k -ft onfft.% 3 M1 Y -14.1 19 0 28.342 0 0 0 Load Combinations Description Solve 1 PD...SR... BLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC Factor gravity 1 Yes I VI 1 1 1 1 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Form... Wood 1 1 gravity I Concrete Mason Yes 1 Yes 1 Yes Yes Yes ry Footings Aluminum Yes Yes Joint Reactions (By Combination) • LC Joint Label X [k Y f k' 1 1 N1 0 28.342 0 0 0 0 : :<2 :< :<1:<:: ::::;< : : ::. : € :: 12:' > :' : :« :: ::>= €::iffe,:: ;> ::_:: > : :_.:_ 34> . fit: > < > =:<< .............. ::::::« >�'<:<:<isl< :< > > : ............................... : €< :<< :4::«<?<:. 3 1 Toyt,�a!ls: 0 60.301 0 Member Section Deflections LC Member Label Sec x [in] y [in] z [in] x Rotate[radl (n) Uy Ratio (n) Uz Ratio 1 M1 1 0 0 0 0 NC NC 3 3 0 -.251 5 5 0 -.474 0 0 0.. 0 1326.063 703.243 NC NC 7 7 0 -.643 ... ............................... 0 0 518.61 NC 9 9 0 -.744 0 0 447.966 NC 11 11 0 -.768 0 0 434.461 NC .......... .......... :........748....... 13 13 0 -.708 0 0 471.041 NC 15 17 19 15 17 19 0 -.571 0 0 583.684 NC 0 -.371 0 -.129 0 0 0 ............. .......... is �:�.:;::i' ::;•':_:: �:: 0 897.877 2582.785 NC NC ........ »ltillw ak Member Section Forces • LC Member Label Sec Axial[k] y Shear[k] 1 1 M1 1 0 28.342 z Shearfk] Torque[k -ftl y -y Moment[k -..z -z Moment[k -... 0 0 0 0 RISA -3D Version 9.0.1 [Q:\... \...199- 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: Member Section Forces (Continued) LC Member Label Sec Axial[k] y Shear[k] 3 0 28.142 z Shear[k] Torque[k -ft] y -y Moment[k -..z -z Moment[k -... 0 0 0 -82.62 23f711 > < >< 5 5 0 11.042 0 0 0 - 161.598 7 7 0 10.842 0 0 0 - 193.607 9 9 0 10.642 it iil'i'F � �`i:S�$i`i %: i .iii$ii���'X..pI•--•�'1::'';'" 0 0 0 - 225.031 11 11 0 -6.058 0 0 0 - 240.076 13 13 0 -6.259 0 0 0 - 222.06 15 15 0 - 20.559 0 0 17 17 0 - 20.759 0 0 .... �'�iii is i:::•it:i - 182.617 - 122.181 ...... ............................... 19 19 0 - 31.859 0 0 0 - 46.674 Member MSC 360-05: ASD Steel Code Checks LC Member Shape •11 11 M1 UC Max W24X681 .579 Loc[ft Shear... Loc[ft DirPnc/o... Pnt/om...Mnyy /o..Mnzzlo... Cb 113.8961 .181 27.792 y195.139 601.796161.128 422.0421 1 Eqn H1 -1b RISA -3D Version 9.0.1 [Q:\...1...199- 136045000 - SDC 421Calculations\Grid 9 girder loads D- E.r3d] Page 3 • 1 263 I 2B3 I 3 MARS SIZE NUMBER 0 4 2 2B1 r- m W3Ox99(30) W21 x44 TO-3 W30 16 2B3 0 N 140, 2B: 4 ff' V „ d R x99(30) F-7.3 • m N N 62" ONC. SLAB ON 18GA. W2 FORMLOK DECK W3C W3Ox99(30) 0 VSP - OPtics 8719 Commerce Place Drive NE LACEY, WASHINGTON ....... ............................... Title : Sabey Data Center - SDC-42 Job # 99138045 Project Notes : sc; {'s's # "s'ss'ssi't <i's %z•,,,:,.....,; s t SsEie'.. 421 193f49 101t0.4.'Wed . :i t. '.1"iG 'si.�x•. ;# 3�ii� €`yt�;:<zz >::::`< ><[ >z:: <; � :� ...:... ...:.. ........... :..................:........... r!...� .....:.:.::.:: Description : ............................. > I rtaC::Pt. SDC -42 EXISTING W27X84 WITH SAW CUT OPENINGS Analysis Method : Allowable Stress Design Beam Bracing : Beam is Fully Braced against lateral- torsion buckling by attached sh Load Combination 2006 IBC & ASCE 7 -05 Fy : Steel Yield : 50.0 ksi E: Modulus : 29, 000.0 ksi Composite Beam Section Data Total Slab Thickness 6.50 in Effective Width 3.468 ft Metal Deck... Ribs : Parallel Project Desc.: EXISTING DATA CENTER - TI WITH NEW MECHANICAUGENEf 0,46s ftes-vfiiO4 Printed 27 JAN 2011, 10:03AM Calculations per IBC 2006, CBC 2007, 13th AISC r 3.46$ ft 1 .:;;;. ".;� ::.;;'.tip:: Hmze4 Beam is UNSHORED for Concrete Placement Concrete Pc 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 410140# ' ......... Load(s) for Span Number 1 Point Load : D = 20.480 k @ 9.250 ft, Applied before curing & not removed Point Load : 0 =1.150 k @► 12.50 ft, Applied before curing & not removed Point Load : D = 18.0 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 : Allowable 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 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. »fXirRo C O a gin6: 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 I' VON Dsgnr: Project Desc.: EXISTING DATA CENTER - TI WITH NEW MECHANICAUGENEI Project Notes : Pr tet 27 JAN 2011,10:03AM :k >_:: .- rr;:- .:.�.•�<_ '?KEG_ • ��:r:<iw;� >i__..,:� ir€��_:_ t�_ :�.,.;.... 0 :•' :1G ... ` 041 ..:. :.., :..: �• :...:::::::.: .....: ••,,:;:•s;, >;; >: >;:.; .:. N�fIiLC 1N� 1 'Ver .... ...: ........................... .............................: •�1t3 » #: _14 i13Ffl0# .0,0B9fr ::<: >s:'::i: <«zzz'3':<s; >; >`'' ��;:.:;:;;>`:>:: z<> i>: �'''> ?'::>:';:>»:<:<'::':>:» r>:<> s::;;>;:::::>:<:>::>:::<:> ::< »a >:- >::;;;;;:;z: >.:<:::: >t Description : SDC -42 EXISTING W27X84 WITH SAW CUT OPENINGS Load Comb & Design Length Span # Max Stress Ratios M V Ma -Const MnStI / Omega Ma- NonConst MnTr / Omega Bending Summary Span L = 28.25 ft 1 1 DL on StIBm After Curing SpanL= 28.25ft 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 0.305 0.055 185.82 608.78 0.305 0.055 185.82 0.314 0.057 184.55 0.633 0.142 185.74 0.314 0.057 184.55 0.121 185.74 Span L = 28.25 ft 1 0.553 ons 4`r Combinations Unfa_r:___ 908.61 608.78 908.61 608.78 10.21 908.61 608.78 298.32 908.61 608.78 10.21 908.61 608.78 225.66 908.61 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 Location Dead Load Defl Dead Load Defl Const Loads Non -Dead Total Span in Span Before Curing After Curing Net Defl Load Dell Deflection box - Used 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 eactio Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward ... ........... 1 14.030 0.3251 0.000 0.000 0.000 0.326 5,144.85 1 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 1 14.030 0.3251 0.011 0.336 0.000 0.336 5,144.85 1 0.000 0.0000 0.000 0.000 0.000 0.000 5,144.85 1 14.030 0.3251 0.011 0.336 0.282 0.618 5,144.85 1 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 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 DbaDra+Dac + L + S + W12 52.339 20.090 31.421 52.339 52.339 52.339 ( ) 52.339 (Dbc-Dra+Dac) + L + S + E/1.4 52.339 e[Sectlait !ra erie;# = : <t$'. Depth = 26.700 in Web Thick = Flange Width = 10.000 in Flange Thick = 0.640 in Area = 24.800 inA2 Weight = 84.419 Of Gompo3 to Sectionfro erki 0.460 in 49.525 18.690 29.263 49.525 49.525 49.525 49.525 49.525 I)ox S)o Rxx Zx = 2,850.00 inA4 I yy = 106.000 inA4 = 213.00 inA3 S yy = 21.200 inA3 = 10.700 in R yy = 2.070 in = 244.000 inA3 Zy = 33.200 inA3 J = 2.810 inA4 Span Number Analysis % Shear Plastic N.A. Sum Qn # Studs per Mn - Capacity Moment of Inertia Plastic N. A. Location Type Connection from Bottom Shear (k) 1/2 Span k -ft ISteel I -Trans I -Lwr Bound Span 1 PNA in Web 100.0 25.320 565.978 52 1,517.38 2,850.0 6,494.0 5,144.8 PNA in Web 95.0 26.053 537.679 49 1,437.31 2,850.0 6,494.0 5,099.3 PNA in Flange 90.0 26.093 509.380 47 1,318.47 2,850.0 6,494.0 5,048.9 PNA in Flange 85.0 26.127 481.081 44 1,226.50 2,850.0 6,494.0 4,993.2 PNA in Flange 80.0 26.161 452.782 42 1,137.33 2,850.0 6,494.0 4,932.1 PNA in Flange 75.0 26.194 424.483 39 1,050.82 2,850.0 6,494.0 4,865.2 Steel Alone is Min 70.0 26.228 396.184 37 1,016.67 2,850.0 6,494.0 4,792.0 Steel Alone is Min 65.0 26.262 367.885 34 1,016.67 2,850.0 6,494.0 4,712.4 Steel Alone is Min 60.0 26.296 339.587 31 1,016.67 2,850.0 6,494.0 4,625.8 VSP - OPtics 8719 Commerce Place Drive NE LACEY, WASHINGTON Title : Sabey Data Center - SDC-42 Job # 99136045 0/(71/1 Dsgnr: Project Desc.: EXISTING DATA CENTER - TI WITH NEW MECHANICAUGENEI Project Notes : Printed: 27 JAN 2011,10:03AM kr�%!j9'tlQgs'$i escription : SDC -42 EXISTING W27X84 WITH SAW CUT OPENINGS Span Number Plastic N. A. Location Analysis % Shear Plastic N.A. Sum Qn # Studs per Mn - Capacity Type Connection from Bottom Shear (k) 1/2 Span k -ft I-Steel I -Trans I -Lwr Bound Moment of Inertia Steel Atone is Min Steel Alone is Min Steel Alone is Min Steel Alone is Min Steel Alone is Min • • 45.0 26.39/ 254.690 24 1,016.67 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 • ENW • ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 522-6698 PROJECT # PROJECT DATE SUBJECT SHEET OF BY c �S • • orli()°° fiJ4 : 3 4 .1 4 r 1 -•- :1 a 31 : 4 : 3 3 4 I 1 I. ...1 if .:::., f..,, 0 r. -I 33 4 : z.... .3 4 I ,sa II 3 SO 1 1.••• _1— :3 s.........i..... ,-•- .3 h 1......,„; 4.........3 :4 a ••. :1 i i i i 1 i3:51 a 3 3 3 13 : :, 4 v•-• ---: 3 13 3 4 3 31 ; JI • 3 3 ...a..c..4.„_.14-0.,„,............q ,t:,:::.:::::::$.,p,, .-.......,......24 ec 1 Com. Cron. Plan View et 2e9=.4 3.825 tiners --2DA gi3 "PkA INSS PLAIP,; kdv'ur' 3 Pl. 33 fl LT 3 2 OSA 56.4 E'41 i -:.44•• "ft- '4 f.',./"\'/'"'" -1-7- . 'oi/e.71/!/e4g1--- s --....---7.-•.,<`, • d- ; 3 4 ' ' .1 : E ; $3 :, :1" ;'; !,, ; E £ 0 : .-.1;',1 2! ::1 : 1 .1 ..4 1 ..,! ifj 1 w.4 let iirSli RA g.1 :E , 327.88 0 : 13 : ; V :03 3 :::..6. 4 .:1 ...1 1444 i 1 1% o 1. i i01 01" i A 113 : 0 33:1: .:-:, 'A $ 0J--4 .1 A t 1.....,a ; 0 i i ,: .• •••,% . ••• 17,43,31 (PEAK) 200A Sclia .". 72 1-213 1 i 6 01 of 1 Side Vie) - f .... ; St3Oping 334;:iit-3 58 4 --- ,.-:. 4 - 9—)1 «2 SA HUNTA Fkiwty..svp.. oR pou • ENWENGINEERS NORTHWEST, INC., P.S. ^� STRUCTURAL ENGINEERS A 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 4a, I (p O 4 S. PROJECT $ 0C DATE SUBJECT Al / HANDLER Uhl ! rs AHO -SO:fmt/C 2 700 U (13)(2(,.33 2 ,3 esF Q F4001? pk F 2 / 4. Z, (SCRATMCHED, t, 6 (4.s.D ) C✓= 8.c ' /sloe V-. 2 O. 14-( p 64-s�) s roe z 14,1-N61,6) Ad t 6 DL L D,6 (z )(�i) z Jo , <110 SHEET BY 3Arse ,4 63)(0)2.0) Ok r 2 � s ll (� t 0, 3,1' k �� 1 b o,... 3) m I4->c, "6L1/. L I,'/ E L 0)4)0 O.Ce(27,00c) W j 26.33' ? 416(Lr 14-JsumE 20 /a. z 1�85'KI.F ✓ 4l6 ‘,--N/ix • N4 1 , 501 ,3t 33, cuicnu-fe 0,0 0:94 14)2. rerem f t=9'6" 3GfpjF. Ok FNfT ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 DATE Ave. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # �°� (3 60 )0 is PROJECT S QC 4 Z DATE ' -6' -4° SUBJECT SHEET '5 O II, (4i BY l- t-b,5/7 'x FtoDa yi" Cli^/C , 1--A6 - G6,5- es r 18 a d,J Z.- 9 — 2,7 <so LLf- — 1. 0 L-b2 ' -' 2 /ltd Z,.k�kFLG'f. l 2 80.0 Psi („r&i6,.) ut-) ? 99 t 0 L.. ecruF 21Z ea- 2,0 - 2. 9. 1, 0 z 3. 24. t� Yowl fact 30 :* F/ t6 • W R T. 010 • STEEL ROOF DECK VERCO HSB -36 - 1 -1/2" HIGH X 36" WIDE X 18GAGE GALVANIZED STEEL ROOF DECK. CONFORM WITH ASTM A653 SO GRADE 33, MINIMUM YIELD 38 KSI WITH G60 GALVANIZED COATING. MATERIALS AND INSTALLATION SHALL ALSO CONFORM WITH ICBO REPORT 2078P. 4111k'EE 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- " 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. v/A-'4 (;' LI/ 7001 IDS (LRLYDDOD Stay RAILS NOT SHOW/) - 07 AIIC71c1my 7000 l84 ------%' SIDE B 7065 LB5 wm 101 S ' 8 SIDE 0 NV LmN' WU at SIDE 0 • 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. SDEA NOTESI 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. —A8cTI HILL 101104. 1105 OtAV10 WS IDI NM MUSIC° A10 IT TIC sox PQDER17 CR !OD NEC DG YID IS .00 70 M TODD*@ 1011 KIS SENTIOINTIAL USE OLLE. DI 00m5RA7011 Q M LOAM 0f THOS DRAVRIO. M TWDILR MRORLSES *0 NM= TRU It rms. LDS 10 R[7R®utd DIED. LENT ul m1enA 001 0/ DT DQOIL1 u 00➢REC1L0. Atilt IGLL TOR OW PIMP= TOM I116R IOR YW01 R A PROM L TITLE: PROCESS 360 TON AIR COOLED MANHATTAN CHILLER SYSTEM ENGINEER: CUSTOMER: JOB: DRAWN BY:CW REV: REV BY: (DATE: 04/14/08 ISCALE: NTS DWG# C1 -A MODEL: FILE PATH: ACADDWGS \PROCESS \PACVMV \PACV MV36D \DUAL \460 \CABINET \360TDN_6C J ® ° Minn e ® °"°m` ISM. ® a i=" ® MCI ® 11n o i® L SDEA NOTESI 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. —A8cTI HILL 101104. 1105 OtAV10 WS IDI NM MUSIC° A10 IT TIC sox PQDER17 CR !OD NEC DG YID IS .00 70 M TODD*@ 1011 KIS SENTIOINTIAL USE OLLE. DI 00m5RA7011 Q M LOAM 0f THOS DRAVRIO. M TWDILR MRORLSES *0 NM= TRU It rms. LDS 10 R[7R®utd DIED. LENT ul m1enA 001 0/ DT DQOIL1 u 00➢REC1L0. Atilt IGLL TOR OW PIMP= TOM I116R IOR YW01 R A PROM L TITLE: PROCESS 360 TON AIR COOLED MANHATTAN CHILLER SYSTEM ENGINEER: CUSTOMER: JOB: DRAWN BY:CW REV: REV BY: (DATE: 04/14/08 ISCALE: NTS DWG# C1 -A MODEL: FILE PATH: ACADDWGS \PROCESS \PACVMV \PACV MV36D \DUAL \460 \CABINET \360TDN_6C J • ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 PROJECT # 9 9 / )6 0 4 r PROJECT 5 OC 2- DATE / SUBJECT SHEET jaOFM-a By r 28 33,00 0 a OP • b 6.3' gi-Lr Z 33 4-4- 3 ic Ito roz .14E3(6.3 z 3,c0C /5 lop ( 6. . 3 4,4 a ak Ws, t ,ots-r( D.3) tak-ce 11/Pir 600 .°1 (13' ii: ....._... T 28 33,00 0 a OP • b 6.3' gi-Lr Z 33 4-4- 3 ic Ito roz .14E3(6.3 z 3,c0C /5 lop ( 6. . 3 4,4 a ak Ws, t ,ots-r( D.3) tak-ce 11/Pir 600 .°1 (13' 4110 ENW ENGINEERS NORTHWEST, INC., P.S. 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 5226698 Inc -4z STRUCTURAL ENGINEERS of PROJECT # 9 1 v b 0 'GS--- SUBJECT PROJECT DATE / SHEET 1 OF 1, at By a z° 33, 00 itit 0,A W Z 33 zL)_ 2 ¢¢3 k L C Cz� Pax ._ 43_ ' .� Z 3, ( Ps z .100 (6, 10):. , g 3 4.48. Ws.Z ,Qtsf( //U'' ))t Goo, ,.02 ..1�U 3J; 4,Wf0K337 u =6,493 JNJ1\T ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # y g I 0 416- PROJECT SO. - 4 2- SUBJECT f k1 V 1.4.% 2.,/x !t G✓LI �c ` y 1'7L— 80 fSF L-_ —12,514P Z(Z;+6o)(9. ,044- frov411 /Low a7 ) DATE SHEET OF' V-+' By ,Ol1'Lti At( 0 2.910• 1,1-9 1211 - , 2, 3 'LP cfrt • ibis AK cox )f t) Z 044- U 98 F'//7t4 • El% \ T ENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS 9 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 5226698 9 PROJECT # J � 3 (', D 4F 1- PROJECT S LC -1Z. DATE SUBJECT " � (P* t w 2J- JL V SHEET BY A-•/5c -i w 9 '3468 Z.— ?" z /y ' �/L L €6 0/ Z S Q /r1.. _ f5ri_, s 0 , 3y d) OF 260 Ovref`. w, zoP,o! /, 7.7- 6 , i J J - GQy6S %7,= W 0.(o'f) fOsrc,c_ cyst n'r VSP - OPtics 8719 Commerce Place Drive NE LACEY, WASHINGTON ......................... SI Title : Sabey Data Center - SDC-42 Job # 99136045 / WIA Dsgnr: / Project Desc.: EXISTING DATA CENTER - TI WITH NEW MECHANICAUGENEf Project Notes : �u {� Y} :;ifiii: %'i: ?; %i:i: %i: ;�: %:iii'�'•:i:: .:/ ir;r�fr;r.. F.... /.... l.. /..:.... /i. //f.. /:: /:S:rfff..y:r; /ir: J,r:rl. +i :•::::•::•:•: +/: . t� }iF�K:�!yry�!�� J.T %�i:'4i1 iiiiii:•i: %�lf.rX <i:::•i: � � :::/r. +: �i • •: �fr.:: / .: .. f.. :. f... /. % /.•;/ � i:;� '. °:� .:..:...... • ' �!� #}tom <�y.: •. .... n is�:;< �i:+ i::. i/ i+: x+.•: F/ isi:•:!r i:•+`f d:i.>:• >;:...rf +... r : » ::f ?•i.:..... �,ir /.•: +f:rr;i:: +:i•:l::nr.� Description : SDC -42 EXISTING W27X84 WITH SAW CUT OPENINGS ..................... ...................... �oprties: iii1:::40, 0 """ `< < < < :: 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 CA 24.50 ft. Applied after curing Analysis Method : Allowable Stress Design Beam Bracing : Beam is Fully Braced against lateral- torsion buckling by attached sL• Load Combination 2006 IBC & ASCE 7 -05 Fy : Steel Yield : 50.0 ksi E: Modulus : 29, 000.0 ksi Composite Beam Section Data 6.50 in 3.468 ft Total Slab Thickness Effective Width Metal Deck .. . Ribs : Parallel Calculations per IBC 2006, CBC 2007, 13th AISC r 3.488 It W27X84 Beam is UNSHORED for Concrete Placement Concrete Pc 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 Rim Width 3/4" in 11.0k 5.0 in 5.0 in 28.250 ft Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = Section used for this span Percent Composite Action Construction 185.74 Mn / Omega : Allowable 608.78 Mu : Applied 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 S%tea >Sfud Re+gu r #lien# From Support 1 @ to 9.29 ft use 52 studs. From 9.29 ft to Support 2 use 52 studs. 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 RR 5 'Oflth It afts;: Load Comb & Design Length Span # Max Stress Ratios 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 Ypirl Dsgnr: Project Desc.: EXISTING DATA CENTER - TI WITH NEW MECHANICAUGENEf Project Notes : ^':s fir, -YF•I E Printed: 7 JAN 2011,10:27AM S<fIX•ifv; : +• % +. U.r Fir vyrr: ry f:': f4i is f'r •:` r. iiJ•. r " "f.Y'r 'r +ft +r r qrr., f 1 +r f.r ' •F ?: : }Fi :xrr xxrr v::;}•i ?.. r �':::¢•:: f'F Ff r i :rfy ii: • „p IXy544 �' :r ri fir. .. f..... r.... : .. /.•.: /...:...:. .F.:.. /.. r..r F /;:F�l ;?'..... rr. {r % /,G ";r...irr rr Jrr:' % / /rri lif�f.!r %rlr;rrrl '; r..::.:::•;>:•: rr rr:::; :,•o;::•>:;:• %fnrnxr :�;�:»:::1 rr::::x +rrrn:•l.••r ••rn�i {:;. /i �.r.:ara:: if•:w;.:>;x•rrr . rrnrr>:• +::. •F.;rr::r +•r:.>:: �s�� Description : SDC -42 EXISTING W27X84 WITH SAW CUT OPENINGS 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 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 MUM: t)nfi0ction for oad ombinAt"i 0.305 0.055 185.82 608.78 0.305 0.055 185.82 608.78 0.314 0.057 184.55 608.78 0.633 0.142 185.74 608.78 0.314 0.057 184.55 608.78 0.553 0.121 185.74 608.78 ai;:torel o 10.21 298.32 10.21 225.66 908.61 908.61 908.61 908.61 908.61 908.61 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 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 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 nnaxKUMm:ue� Load Combination Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward teac . factor Support 1 14.030 0.3251 0.000 0.000 0.0000 0.000 14.030 0.3251 0.011 0.000 0.0000 0.000 14.030 0.3251 0.011 0.000 0.0000 0.000 14.030 0.3251 0.011 0.000 0.0000 0.000 14.030 0.3251 0.011 0.000 0.0000 0.000 14.030 0.3251 0.011 0.000 0.0000 0.000 14.030 0.3251 0.011 0.000 0.0000 0.000 14.030 0.3251 0.011 0.000 0.0000 0.000 Support notation : Far left is #1 0.000 0.000 0.336 0.000 0.336 0.000 0.336 0.000 0.336 0.000 0.336 0.000 0.336 0.000 0.336 0.000 0.000 0.000 0.000 0.000 0.282 0.000 0.282 0.000 0.282 0.000 0.282 0.000 0.282 0.000 0.282 0.000 0.325 5,144.85 0.000 5,144.85 0.336 5,144.85 0.000 5,144.85 0.618 5,144.85 0.000 5,144.85 0.618 5,144.85 0.000 5,144.85 0.618 5,144.85 0.000 5,144.65 0.618 5,144.85 0.000 5,144.85 0.618 5,144.85 0.000 5,144.85 0.618 5,144.85 0.000 5,144.85 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 iPrepertie 52.339 20.090 31.421 52.339 52.339 52.339 52.339 52,339 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 :Composite:: 26.700 in = 0.460 in 10.000 in 0.640 in = 24.800 inA2 .............. 84.419 on Id* e t es Ixx Sxx Rxx Zx • 2,850.00 inA4 213.00 inA3 • 10.700 in 244.000 inA3 Iyy Syy Ryy Zy J 106.000 inA4 21.200 inA3 2.070 in 33.200 inA3 = 2.810 inA4 Span Number Plastic N. A. Location Span 1 PNA in Web PNA in Web PNA in Flange PNA in Flange PNA in Flange PNA in Flange Steel Alone is Min Steel Alone is Min Steel Alone is Min Analysis % Shear Plastic NA. Sum Qn # Studs per Mn - Capacity Type Connection from Bottom Shear (k) 1/2 Span k -ft Moment of Inertia I -Steel I -Trans I-Lwr Bound 100.0 95.0 90.0 85.0 80.0 75.0 70.0 65.0 60.0 25.320 26.053 26.093 26.127 26.161 26.194 26.228 26.262 26.296 565.978 52 537.679 49 509.380 47 481.081 44 452.782 42 424.483 39 396.184 37 367.885 34 339.587 31 1517.38 1,437.31 1,318.47 1,226.50 1,137.33 1,050.82 1,016.67 1,016.67 1,016.67 2,850.0 2,850.0 2,850.0 2,850.0 2,850.0 2,850.0 2,850.0 2,850.0 2,850.0 6,494.0 6,494.0 6,494.0 6,494.0 6,494.0 6,494.0 6,494.0 6,494.0 6,494.0 5,144.8 5,099.3 5,048.9 4,993.2 4,932.1 4,865.2 4,792.0 4,712.4 4,625.8 VSP - OPtics 8719 Commerce Place Drive NE LACEY, WASHINGTON Title : Sabey Data Center - SDC-42 Job # 99136045 C Z/ 1 Dsgnr: Project Desc.: EXISTING DATA CENTER - TI WITH NEW MECHANICAL/GENE' Project Notes : �.tiSl�.?<#3li(1bQ3�E�t4 SsGeylt'31?t.3,4.ti(!� EH :.yy r:. {. .„ r:uF; rrx::.:,,,.i %7.. rrr r.: :•y. •:•rrr.:..f.,y,r..:.: rw {: :�,...F .r. f....rrr r.r :r 1 L k,�' tyLt�y�(t�ri.'•.; % %:%f�i'r /,: fi /f fi f. . :.. /.rf %ri /..l. r✓`i.rf arm �fr» �1. ice: ri � % %r , r :: , /. .. f� : �•r, /f: �•.,..f/ ilr:lG`r.. �.. J�!'.1�A.�+�.R�fFX•vG4W /...:., i.rr���rfri /���> r�rrrri��rf••rrnr j :��irl�i:r � ;: frirrrrr.�� { %� %: {f � % % /.:�r�i��l�r }l: %i. :F::1F Description : SDC -42 EXISTING W27X84 WITH SAW CUT OPENINGS .. ....... ............................. ....... ............................... Printed: 7 JAN 2011,10:27AM er �1 r.:40 f: nom /. 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 26.397 254.690 24 1,016.67 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 IE \T ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS IkiENW qq 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 5226698 d PROJECT # ) (3‘046-- PROJECT 'O (7 Lit DATE SUBJECT J fl . 0,013 cs.)- 6 2/00 SHEET a) „�� 1/C ��OF �/_ BY 0. ies t,,s a' Ccrriaj 8 - y qt/ 9 eb.8.3 R' /'f, Tyl', /Lwrz g Z �o +z.S)(u.3)(0/ -517574 � 3-, G 8to (2) e13 ( seovido E-Rl ST w i't c 6B 6 7/./ 33// U 2 O.59- 9 (12.0” c ‘/O.2 t3,5 7,9" 3. • ENW • ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # PROJECT S OC 42_ DATE / - 3- 6/ GL 2 �• i- t 1#OLIFt V i�i2st aJ SHEET P "k OF /-� z i 21 B9Z.r� �%t - BY SUBJECT 0/eh, /il,4'- G,,) ROOF - 5-0 P�sr ✓A-0/ 3' Fcacyt DL - 55 PJ 31.3 25-124, orn 513F f L • ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE: VE N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 99 / b Q Lf , PROJECT S '�/ C 1 2 DATE / - 3 `11 SUBJECT SHEET 4' OF BY i, /G 4 IN7741 E/f l Er Kt 4 Pom,s ii-a/2 -d /77 L R tJN J P /A-- 12k /We= S 2 /ELF 1001 Dan Lake 1(0/06u1 prom: Sent: 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 41'253)796-5873 Direct (206)575 -9800 Fax muIodowskic hermanson.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 Engineers Northwest Inc., 0:69 Woodlawn 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=,800F 1 RH -42 -3 ROOF * RELIEF AIR GREENHECK 86,250 0.14 72.0 180.0 36.5 NA - 1M1125-'-' 1 RH -42 -4 ROOF RELIEF AIR GREENHECK 86,250 0.14 72.0 180.0 36.5 NA 1,800s ' 1 RH -42 -5 ROOF OSA INTAKE GREENHECK 86,250 0.15 72.0 180.0 36.5 NA 4800: 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 r 1,800s 1 1 SHIPPED KNOCKDOWN AND REOUIRES FIELD ASSEMBLY. _ , , 2 MANUFACTURER TO PROVIDE 12" ROOF CURB AND GALVANIZED BIRD SCREEN. 3 >( /5 • CH ILL -E/2 PIA TForli?3 r O)J oRoST. 616o F c� • Engineers 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.►3d Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: t9 Hot Rolled Steel Design Parameters Label Shape Length.. Lbyy[ft] Lbzz[ft] Lcomp to... Lcomp bo... Kyy Kzz Cm- M1 joists <M2.........toti 6 2 Cm -zz Cb y swayz sway Function Lateral 3 M3 ...................... MS ' oists :: 1s 7 M7 joists 9 M9 joists 11 M11 joists >f2 Ij t sts ' M13 joists M15 joists M17 joists to M19 joists <112«< jists< M21 foists joists 2 2 Lateral 6 2 Lateral 8 2 Lateral 8 2 Lateral 6 2 Lateral 13 15 17 19 2 2 Lateral 6 2 21 Lateral €at :j€ 8 2 Lateral 8 2 Lateral 6 2 Lateral 31 M23 if i sts off 2 2 ............. ............................... Lateral yl"al: M25 joists T.:: M27 Girder F28 >`<?da< :: ;:x.:33 ........................ M29 Girder M31 Girder 8 33 M33 Girder 35 M35 Post 37 M37 Post 6 8 6 2 Lateral Lateral :.......... _..........tat Lateral 6 2 2 ;;j:. �afe ' .............:..... ....... Lateral :Lat Lateral Lateral ...........:. ................:.............. Lateral 39 M39 Post 2 41 M41 Post 2 Lateral Lateral 43 M43 Post 1M44 :._. < >P.vat ` 45 M45 Post 47 M47 _ post 2 Lateral ;:. 2 Lateral Lateral MEM r• 49 M49 Post 2 402 IIMORNISP77:MI 51 M51 Post Lateral twto 2 Lateral «> Latai 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 / 2:19 PM Checked By: Hot Rolled Steel Design Parameters (Continued) Label Shape Length.. Lbyy[ft] Lbzz[ft] Lcomp to... Lcomp bo... Kyy Kzz Cm- yyCm -zz Cb y swa z sway Function Lateral 53 M53 Post 2 55 M55 frame 8 Lateral 57 M57 frame 5.33 59 M60 frame 6 L Lateral Lateral 61 M62 frame 8 Lateral 63 M64 frame 8 Lateral 65 M66 frame 8 Lateral 67 M68 frame Lateral 69 M71 frame 5.33 Lateral 71 M73 frame 8 Lateral 73 M79 brace 5.693 Lateral 4 €..br. ce.... ....................... 75 M81 brace 77........ M83 joists 5.693 Lateral Lafi�r�f ............... Lateral agiegiEN 79 M85 joists 2 Lateral 81 M87 joists 6 Lateral 83 M89 Girder 8 Lateral 85 M91 Post 87 M93 2 ...... ........................... Lateral Post 2 Lateral 89 M95 frame 8 Lateral 91 M97 frame 8 Lateral Itkaltigging 93 M99 frame 95 M95A brace 8 01401agging 8.246 181.00' `' " -` Lateral etai Lateral 97 M97A brace 8.246 Lateral Hot Rolled Steel Section Sets Label Sha T Design List Material Design Rules A [i Iyv [in4 1 ) oists W18X35 Beam Wide Flange A572 Gr.50 T +ical 10.3 15.3 510 .51 .. -:-. . .:.:,:.:. r�e..:.lNiii2! ` 8:..:f.,13�6 . ttti 8d a.: .::;::�:.::.:- .::::.:......T' . :":::::,. 00:< >«;.< „ >> 3 Post PIPE 4.0 Column Pipe A36 Gr.36 Typical 2.97 6.82 6.82 13.6 RISA -3D Version 9.0.1 [Q: \...\... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 2 1 15 17 N1 N3 N5 N7 N9 N11 N13 N15 N17 0 0 0 0 8 8 16 0 0 #t: 0 ................ .. 0 0 16 16 19 N19 21.33 0 0 14 24 14 24 0 14 24 0 0 0 0 0 0 0 0 ............... ................1t 120..................... .............:..:..21..33.:.:.: <:..:.:.:::..:::..: :::::0.:::::.: :: : :.::.:::.::.:: <::: ...:::. 21 N21 21.33 0 14 0 23 N23 21.33 0 24 0 25 N25 27.33 27 N27 27.33 :: :..:....: ":,2.:.33. ».,:......... N29 0 14 0 29 27.33 0 ?f74F.:::'::'::` ik � : <�y::kk.��.�j.� ..:: � : :::Sr�'�•rsi' <: i`.::� �': :':`'' .: i':•..' :::' %.S:::: >::S :: i<:::::$ � %:i:::3 ::.:::::: ::::::..:.:: -: :.;:- ::- ;:- ::::.: :.>: :::y�1�.� 31 24 N31 0 2 6 0 0 33 N33 0 35 N35 8 16 0 0 37 N37 8 2 16 0 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Hot Rolled Steel Section Sets (Continued) Label Shape Type Design List Material Design Rules A jin2 41 I J fin4 Hot Rolled Steel Properties Label E rks G fksi 1 A36 Gr.36 ;(� 'gy{�}�r .....��F.V��.�l.. 4)i!...... "�i��1�i........I'� .3 �.... �1� ?IGs��...........�.'fif7 �] :: :.: ::.:...::: ��::.� :..;•: 5:.` � :' ?`;g;:;;;:;; ?`vi: " "':? 5 brace L3X3X4 VBrace Single Angle A36 Gr•36 Typical 1.44 1.24 1.24 .032 Hot Rolled Steel Properties Label E rks G fksi 1 A36 Gr.36 29000 11154 .3 .65 .49 36 .... ................ .. .. ... :•.::•.:. :.:: -.:: .: /:.isi:i:::T. hi:,:i: is .;:::: i^. i.^..^.::. i :•1Y.r.^::.S.v.. '.: ry.:::..: .:.... :.:. 3 A992 29000 11154 .3 .65 .49 50 g ...2 ...................... 1.1...54....................... «::::«:::> >;< <:: <::< >« >:.y� :::::<<:<::::<<:::<:: ><:: > <<::: ' : >::: ><::;::: >:: 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Joint Coordinates and Temperatures Label X [ftl Y [ftl Z [ftl Temp in Detach From Diap... RISA -3D Version 9.0.1 [Q :1..\... \99- 136045000 - SDC 42 1Calculations \Chiller Platform 1 -2 snow.r3dj Page 3 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2� 2:19 PM Checked By: AA. Joint Coordinates and Temperatures (Continued) Label X ft Y ft Zft Tem. F Detach From Dia.... 39 41 43 45 47 49 51 53 55 57 59 N39 N41 N43 N45 N47 N49 N51 N53 N55 ................ 16 16 21.33 moot 21.33 27.33 27.33 35.33 >, 3. ............... 35.33 35.33 N57 N59 0 35.33 35.33 2 2 2 2 2 2 0 0 0 2 2 6 .. ............................... 16 6 16 6 16 0 14 24 6 ............... 16 0 0 0 0 0 0 0 0 0 0 .. ............................... Member Primary Data Label I Joint J Joint K Joint 1 M1 N1 N2 Rotate(d.. Section/Sha... Type joists Beam joists joists 3 M3 N3 N4 5 M5 OMR N5 gigNsER N6 MOM Beam Design List Material Design R... Wide Flange A572 Gr.50 Typical 72 :`< t3'::<{ <: >'tpipat: Wide Flange A572 Gr.50 Beam Wide Flange A572 Gr.50 Typical Tvnical 7 M7 N8 N9 joists Beam Wide Flange A572 Gr.50 Typical 9 M9 N10 N11 joists Beam Wide Flange A572 Gr.50 Izde l= �na?ii� € < > >< „:572<t�r35p�'< > =_ Typical 11 M11 N13 N14 joists Beam Wide Flange A572 Gr.50 Typical N15 13 M13 N16 joists Beam Wide Flange A572 Gr.50 15 M15 N17 N18 T joists ts Beam Wide Flange A572 Gr.50 17 M17 N20 N21 joists Beam Wide Flange A572 Gr.50 eaftie 19 M19 N22 N23 joists Beam Typical Typical. • Tvpicat Typical >Widea`1::;!!:;;: €” A672< r . 0 �...:..,:�.<- r Wide Flange A572 Gr.50 Typical �l►lge ::.... r� .. 2�±i;�iRr��.t3 <;� > >:�`1"�F�►)'' Wide Flan e A572 A Gr.50 Typical icat , 21 M21 N25 N26 mss;:::::... 23 M23 N27 N28 25 M25 N29 N30 joists q .. :::Beal joists "... . joists Beam Beam Wide Flange A572 Gr.50 ��.. Typical a):i. •V ei:: if' ii'•]].{{:::.. :wJ: �/.�+{{� (3'F:'iiiiii '" �I� i!:i: Beam Wide Flange A572 Gr.50 Typical RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dj Page 4 Column A36 Gr.36 Column e A36 Gr.36 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 9/34, 2:19 PM Checked By: Member Primary Data (Continued) 27 Label I Joint J Joint K Joint Rotate(d.. Section/Sha... M27 N7 N13 Girder TXP..e,,........... Design List Material Desn R... ,.:r :,. 1t1 1i# t�: F�attq # <�,:- :<;<.: >:.�0.2....... yp Beam Wide Flange A572 Gr.50 Typical 29 31 M29 N19 N25 M31 N12 N18 :1' . ». Girder Beam Wide Flange de F 33 A572 Gr.50 Typical Girder Gib:;:.;;;:. M33 N24 N30 Girder Beam Wide Flange ..ide FIa Beam A572 Gr.50 T Wide Flange A572 Gr.50 Typical WIMP A36 Gr.36 cal 35 M35 N3 N32 Post Column 37 M37 N5 39 M39 N34 Typical Post Column Pipe A36 Gr.36 Typical s` Post 41 M41 Post 43 M43 Post Post M51 M53 Column Column ... o ma.. Post Post Post Post Column Column Column <' Gotur Column M55 59 61 63 M57 M60 M62 M64 M71 M73 M79 M81 moors M83 N36 N44 N43 N35 N39 _N42 N51 frame frame frame Beam Beam Beam frame frame frame tame frame frame s <fr17e' € >> frame brace brace nititrig "oists Beam Beam rI Pipe ...... ``Ri :, Pipe Pipe • A36 Gr.36 A36 Gr.36 G1 36:` ,:: >.::. A36 Gr.36 . :..::.::...: . i•? : >: E A36 Gr.36 A36 Gr.36 • vp y ical YI)iC'1i<> ypical VP ypical Beam Beam gar— Beam Beam VBrace VBrace gNittfiar Beam Wide Flange Wide Flange Wide Flange Wide Flange Sinsle An Ie ``giflls >rlfie> Sinple Angle ItileA Wide Flan • e A572 Gr.50 A572 Gr.50 A572 Gr.50 :..N A572 r 5O » > < A572 Gr.50 { A36 Gr.36 .... ................... A36 Gr.36 A572 Gr.50 :1114k5.14:_ .2.6.0grigat22 RISA -3D Version 9.0.1 [Q: \.. \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 5 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 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 81 M87 N55 N56 joists Wide Flange A572 Gr.50 Typical Beam Wide Flange A572 Gr.50 Typical 83 M89 N30 N56 Girder Beam Wide Flange A572 Gr.50 • Typical 85 M91 N53 N58 Post N: o Column Pipe_ A36 Gr.36 ,Typical y y ica 87 M93 N55 N60 Post Column Pipe A36 Gr.36 Typical =ate I. 89 M95 N57 N58 frame Beam Wide Flange A572 Gr.50 Typical 91 M97 N49 N59 frame Beam Wide Flange A572 Gr.50 Typical 16Q >. 93 M99 N60 N50 frame Beam Wide Flange A572 Gr.50 Typical 95 M95A N34 N11 brace VBrace `<tra Sin Ie An le 4 A36 Gr.36 Typical 97 M97A N31 N8 brace VBrace Joint Boundary Conditions Single Angle A36 Gr.36 Typical Joint Label X [kin] Y (Win] Z [k!n] X Rot.[k ft/rad] Y Rot.[k- ft/rad] Z Rot[k- ft/radl Footing N1 Reaction Reaction Reaction Reaction 3 N25 Reaction 1rizit:: >: »- >:: > < >: €R1 'a- ... 5 N51 Reaction 7 N2 Reaction Reaction N4 Reaction Reaction == »attic Gti 11 N8 Reaction Reaction 13 N10 Reaction Reaction 15 N14 Reaction Reaction a glob «rac 17 N16 Reaction Reaction 19 N20 Reaction Reaction 21 N22 Reaction Reaction ................ ............................... 23 N26 Reaction Reaction 25 N28 Reaction Reaction 27 N52 680t Reaction Reaction .saki 29 N54 Reaction Reaction RISA -3D Version 9.0.1 [Q :\...1... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d) Page 6 Vagai:::".inglysjfai'grign?::•:§Ffig. • Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Joint Boundary Conditions (Continued) JointLabe . X Y.,;(k/in) X Rot .[Jc-ft/r79yRot.[1;-7rsa.13ZRot.j.15-ft/rad.,"::: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface (... 1 dead None 8 30 ............ ohe 3 mech None 20 Seismic E-W None 20 7 Wind N-S None 20 Member Distributed Loads (BLC 1 : dead) 1 3 5 7 9 11 13 15 Member Label M1 M3 M5 M7 M9 M11 M13 17 allAr 19 21 23 25 27 M15 M17 M19 M21 M23 M25 atg:: 29 M84 M86 Direction Start Ma•nitud...End Ma • nitude k/ft d -.143 -.143 -.143 -.16 -.16 4:-.0igNideUng -.134 -.134 -.134 -.114 ligig41E *Bs -.114 -.14 -.14 -.14 -.14 -.14 -.143 -.143 -.143 -.16 -.16 -.134 -.134 -.134 -.114 -.114 -.14 -.14 -.14 -.14 -.14 Start Location ft % 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BEEMANNER.di 0 End Location % 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 • Member Distributed Loads (BLC 2 : snow) Member Label Direction Start Magnitud.. End Magnitude[k/ft,deg] 1 M1 -.214 vagrAME -.214 Start Location[ft,%1 End Locationift,%1 0 0 $35.61.4NETIM:0 RISA-3D Version 9.0.1 [Q:\.....\99-136045000 - SDC 421Calculations‘Chiller Platform 1-2 snows3d] Page 7 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Member Distributed Loads (BLC 2 • snow) (Continued) 3 Member Label Direction Start Magnitud...End Magnitude[k/ft,degl Start Location[ft, %] End Location[ft, %] M3 Y -.214 -.214 0 0 M19 Y -.171 -.171 0 0 7 M6 Y -.24 -.24 0 0 9 M8 -.24 -.24 0 • ....Ii0 11 M10 Y -.24 -.24 0 0 13 M12 Y -.2 -.2 0 0 15 M14 Y -.2 -.2 0 0 ........ ........ ............ . 17 M16 Y -.171 -.171 0 19 M18 Y -.171 :7, -.171 0 21 M29 Y -.171 -.171 0 0 ................... 23 M22 Y -.21 -.21 0 0 25 M24- Y -.21 -.21 0 0 27 M83 Y -.21 -.21 0 29 M85 Y -.21 -.21 0 0 31 M87 Y -.21 -.21 0 0 Member Distributed Loads (BLC 3 : mech) Member Label 1 Direction Start Magnitud.. End Magniitude[k/ft,degl Start Location[ft, %] M73 Y -.446 -.446 0 End Location[ft,%1 0 3 M71 Y -.446 -.446 0 0 .446......: ...::.. ::.::::.,:...446 :... ............ #3..............> 5 M94 Y -.446 -.446 0 0 >rr 7 M68 Y -.446 -.446 0 0 9 M66 Y -.446 11 M63 Y >: :hits, ::: ::'gr.462: > :: =::: <i :> <> rM -.446 -.446 • -.446 .. ............................... 0 0 0 13 M61 Y -.446 15 ... ............................... 17 M97 Y -.446 44 M57 Y -.446 x.446 -.446 0 mmamomom 0 0 .................... 19 M55 Y -.446 -.446 0 0 is ��' is ! , ::: =::! -:: i:: is :' i is •, RISA -3D Version 9.0.1 [Q :\... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dj Page 8 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Member Distributed Loads (BLC 5 : Seismic E W) Member Label Direction Start Magnitud.. End Magnitude[k/ft,degl 1 M73 3 Iv171 X .147 .147 Start Location[ft,%1 0 End Location[ft,%1 0 X .147 .147 u u 5 M94 X .147 ::«; : >;<�: >: >::: _x:47. � ......... ......... {1........ ... .147 0 0 7 M66 .147 .147 h 9 M68 X .147 .147 0 0 �47 11 M97 X .147 .147 0 0 • 13 M61 X .147 .147 0 0 15 M63 X .147 .. .147 0 0 1 17 M56 X .147 .147 0 0 19 M58 X .147 .147 0 0 ,::.'f.47....... Member Distributed Loads (BLC 6 : seismic N -S) Member Label 1 M73 Direction Start Magnitud...End Magnitude[k/ft,degl Start Location[ft, %] End Location[ft, %1 Z .147 .147 0 0 3 M71 Z .147 .147 0 0 5 M94 Z .147 .147 0 0 7 M68 Z M66 2 .147 .147 .147 0 0 .147 0 0 11 M63 Z .147 .147 0 0 13 M61 Z .147 .147 0 0 15 M97 Z .147 .147 0 0 17 M58 .147 .147 19 M56 Z .147 .147 0 0 Member Distributed Loads (BLC 7 : Wind N -S) Member Label 1 M55 Direction Start Magnitud.. End Magnitude[k/ft,degl Start Location[ft,%1 End Location[ft,%1 Z .195 .195 0 0 3 M57 Z .195 aigair .195 0 0 M99 .195 .195 RISA -3D Version 9.0.1 [Q :\... \... \99- 136045000 - SDC 42\Calculations \Chiller Platform 1 -2 snow.r3d] Page 9 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Member Distributed Loads (BLC 7 : Wind N S) (Continued) Member Label Direction Start Magnitud...End Magnitude[k/ft,degl Start Location[ft,%1 End Location[ft, %1 7 M70 Z .195 .195 0 0 9 M72 Z .195 .195 0 0 11 M65 Z .195 .195 0 0 13 M67 Z .195 .195 0 0 15 M96 Z .195 .195 0 0 17 M60 Z .195 .195 0 0 19 M62 Z .195 .195 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 5 -1.7 N12 L Y -2.4 ................ 7 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 ^2/f... 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 1 M1 Y -1.424 4 3 M11 Y -1.334 4 .: ?�':'`i %'i ?�5;ii » %' ? : ?':'•? iisalli�i'J:iii.iii::iyi,,:: 5 M21 Y -1.243 4 7 M6 Y 0 RISA -3D Version 9.0.1 [Q: \...\... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 10 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center -SDC - 42 Jan 26, 2011 2:19 PM /�'L Checked By: Load Combinations Description Solve dl +S +mech Yes 3 5 dl +me+ -,7... dI +M- .75E... PD.. SR... BLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC Factor 1 3 1 4 1 Yes Yes 11 13 .6d1 -seas lsei's'1 .6d1 -seis N Yes Load Combination Design 0=0 © ®yy©0 4 © © ®111111 ,��,.y.yyy.5�}y 000©® ©0 4 0N= 6 ®MENIMIUMM 6 EMMEN SS El Et El M 111 ono .moo 4 IBM= 6 111..111111.1111 .6 .6 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 € >Y Yes Yes Yes Yes Yes Yes Yes dI +M- .75E +S Yes Yes Yes Yes Yes Yes 7 d1 +M -seis W Yes Yes Yes Yes Yes Yes Yes ............... 9 dI +M +Seis N Yes Yes Yes Yes Yes Yes Yes 11 .6d1 -seis Yes Yes Yes Yes Yes Yes Yes fl...se1s.€ 13 .6d1 -seis N Yes Yes Yes Yes Yes Yes Yes Envelope Joint Reactions Joint X [k] LC Y [k] LC Z [k] LC MX Ek-ftl LC MY [k ft] LC MZ [k -ft] LC 1 N1 max .106 12 29.061 1 -.001 12 0 1 -.004 12 0 1 3 N6 max .094 12 26.686 1 0 1 0 1 0 1 0 1 ?: 5 N25 max 0 1 68.749 1 0 1 0 1 0 1 0 1 7 N30 max 0 1 63.736 1 0 1 0 1 0 1 0 1 9 N51 max 0 1 -3.919 10 0 1 0 1 0 1 0 1 110 11 N56 max 0 1 -3.851 10 0 1 0 1 0 1 0 1 mint 13 N2 max .146 3.381 5 ;Oral Itgg 1 1 1 15 N3 max 1.225 5 0 1 -1.342 14 0 1 0 1 0 1 RISA -3D Version 9.0.1 [Q:\... \..\99- 136045000 - SDC 42 \Calculations \Chiller 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: Envelope Joint Reactions (Continued) Joint 17 19 21 23 25 N4 N5 N8 27 N9 N10 N11 29 is 31 33 35 37 Fra 39 41 43 45 47 49 51 53 KIM 55 57 59 61 Xk LC Yk .143 MEI EN EN Ell N14 N15 N16 N17 N20 N21 N22 mmommoa N23 N26 N27 N28 N29 1.343 10.896 4.918 :g:J:046`::; 5.757 9.045 .028 1t3' o 0 0 0 0 EN -.047 .156 ;5 -.142 -1.766 -.44 1.361 -2.636 -.475 N52 N53 5 N 4 N55 Totals: tErm min::; m 6 m mFM KM m KM m m m m -.345 -.18 -.184 -1.254 0 LC Z k 11 0 KM KM 0 0 MM 0 SA KM 0 IN KM MM SM KM11 11 IN MA 0 KM KM MM11 11 IN El IN KA SM KM KM11 11 0 0 IN IN ffEl 0 0 .176 -1.773 .028 20.774 0 0 3.25 -1.304 0 1.353 5 1.049 0 0 0 0 i::�•iiii:•i:'::'i: 0 LC MX k ft LC MY k ft LC MZ k -ft LC MA Ell m KM m 1.39 1.031 0 8 m KM 14 0 0 .974 1.057 .943 0 0 0 0 0 171.513 0 0 0 0 SA IN SA 0 KM E1KM KM 0 IN KM 0 IN 11 KM SA 0 0 SA ME 0 KM KM11 0 El IN KM 0 KM SA SA KM KM KM KM 0 11 0 0 0 0 0 14 1.129 .859 .783 .879 .778 .944 0 0 0 0 0 0 0 KM 0 0 0 KM 0 KM 0 0 SA 0 IN KM 0 IN KM KM KM11 0 0 IN SA ElKM KM 0 KM El 0 0 KM IN SA SA 0 14 0 0 0 0 1.14 .915 1.054 2.757 -.906 2.671 -.825 20.774 m gal 0 0 0 0 0 0 0 EN 14 Envelope Member Section Deflections 0 0 0 0 0 0 0 0 SI IN KM IN KM 0 IN KM IN MM KM 0 0 KM MM 0 KM KM 0 IN IN MI KM KM11 11 0 KM MM MM NM KM11 0 0 0 MM 0 KM 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 0 0 0 0 0 0 0 Member Sec x [in] LC y [in] 1 M1 I 1 Imaxl 0 1 0 LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 1 1 0 1 1 1- 1.837e -31141 NC 1 1 NC 1 1 ) RISA -3D Version 9.0.1 [Q :\... \... 199- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 12 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: i% Envelope Member Section Deflections (Continued) Member Sec 3 2 max 5 3 max 7 4 max 9 5 max 11 6 max 13 7 max 15 8 max 17 9 max 19 10 max 21 11 max 25 13 max 27 14 max 29 15 max x [01 LC y (in] ..LC ..:...:..z (iRj LC x Rotate (r... LC (n) UPI Ratio LC Sn) Uz Ratio LC 0 -.027 10 0 12 - 1.766e -3 14 NC 10 0 1 -.054 10 O 12 - 1.695e -3 14 0 NC 10 NC 12 1 -.08 10 0 12 - 1.625e -3 14 NC 10 NC 12 0 1 -.107 10 0 12 - 1.554e -3 14 9142.2 10 NC 12 0 1 -.134 10 0 12 - 1.479e -3 11 7513.504 10 0 1 -.16 10 0 12 -1.361e-3 11 6477.177 10 NC 12 NC 12 ::. 12 -.186 10 12 - 1.243e -3 11 5787.425 10 NC 0 1 -.212 10 0 12 - 1.125e -3 11 5324.31 10 0 1 -.237 10 0 12 - 1.006e -3 11 5025.085 10 ..293:7 . 0 -.263 10 0 12 - 8.882e -4 11 4857.503 10 -.288 10 12 - 7.7e -4 11 4809.013 10 0 1 -.312 10 0 12 - 6.519e -4 11 4883.776 10 NC 12 NC 12 NC 12 N C 12 :. ::............................. NC 12 0 1 -.336 10 0 12 - 5.337e -4 11 5105.948 10 0 1 -.36 10 O 12 -4.155e-4 11 5531.513 10 31 33 35 37 39 41 43 45 47 49 16 max 17 max 18 max 0 1 -.383 10 0 12 - 2.973e -4 11 6282.242 10 :.:................... 0 0 1 -.406 10 0 12 - 1.792e -4 11 7652.993 10 ��``{{� ■t�■,cc�� - - <5 y� �; %:�i�iii:: i�:�:F iSVi::iji::l:.;: -.428 10 0 12 -6.1e-5 11 NC 10 NC 12 NC 12 NC NC 12 12 <5;< NC 12 NC 12 • NC 1 1 M2 19 max 20 max 1 max 0 1 0 1 1 -.45 10 O 12 5.717e -5 11 ......... :. . ..7 :. -.471 10 -.471 10 0 1 1.753e -4 11 NC 10 NC 10 0 1 1.753e -4 11 NC 10 NC 2 max 0 1 3 max 4 max 5 max 0 1 -.498 -.524 10 0 5 2.058e-4 11 9094.031 10 0 5 2.362e -4 11 4775.307 10 :::::::- ::�:::1!:�� �: is if:i:::ii`.•� :: ?i ✓::::::iiiii i ?ii::::::i::: J �rr��Q� ...:...... . : 0 1 -.548 10 ..................... ............................... 0 1 0 5 2.667e -4 11 3355.39 10 -.572 10 .001 5 2.971e-4 11 2663.107 10 51 6 max 0 1 -.595 10 .002 5 3.276e -4 11 2264.895 10 ......... C 5 max 0 1 -.616 10 .002 5 3.58e -4 11 2017.007 10 NC 5 :::i::i::ii:rri:.vv::::i::i:: i::::i! �::i:i::ii: �:a : ': :i:ii:::::::.: ::!i:::i ..�... . ' i : •:.� i::::. ... .. . �'� . . i :::. is .:i 53 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 13 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) Member Sec x [in] LC y [in] LC z [in] 55 8 max 0 1 -.636 10 .002 LC x Rotate [r... LC n) Uy Ratio LC 1n) Uz Ratio LC 13 3.885e -4 11 11858.778 10 _ NC 13 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 f 63 12 max ...................................... ............................... 65 13 max 67 0 1 -.706 10 .003 13 5.135e -4 7 1723.107 10 NC 13 ....................... 0 1 -.72 10 .003 13 5.459e -4 7 1792.466 10 NC 13 0 1 -.732 10 .003 13 5.783e -4 7 1916.966 10 NC 13 tV.48 .i •111111;:;: ;:;:;:;'.�: 15 max .................... 71 16 max 7` 73 17 max 0 -.744 10 .002 13 ....................... 6.108e -4 7 2121.451 10 C 13 0 1 -.754 10 .002 13 6.432e -4 7 2458.35 10 NC 13 0 1 -.763 10 .002 13 6.756e -4 7 3052.525 10 NC 13 ....................... 0 1 -.77 10 .001 13 7.08e -4 7 4281.223 10 NC 13 0 1 -.776 10 0 13 ............................... 7.404e -4 7 8034.532 10 NC 13 79 20 max ............................... 81 M3 1 max 83 2 max 0 1 -.78 10 0 1 7.729e -4 7 NC 10 NC 1 0 1 -.78 10 0 1 7.729e -4 7 NC 10 NC 1 0 1 -.781 10 0 12 7.526e -4 7 NC 10 NC 12 85 3 max -.781 10 0 12 7.323e -4 7 • 1.; NC 10 NC 12 iii:::: 87 4 max .....................::tai:' ��= 0.: 89 5 max 91 6 max 93 7 max 1 -.782 10 0 12 7.12e -4 7 NC 10 NC $85-V -ice 12 0 1 -.782 10 0 12 6.918e -4 7 8060.084 10 NC 12 0 -.783 10 0 12 6.715e -4 7 6909.559 10 NC 12 0 1 -.783 10 0 12 6.512e -4 7 6201.725 10 NC 12 95 97 9 max ................. 99 10 max 101 103 105 13 max 107 14 max max 0 1 -.783 10 0 12 6.31e-4 7 5759.538 10 NC 12 0 1 -.783 10 12 6.107e -4 7 5498.512 10 NC 12 0 1 -.783 10 0 12 5.904e -4 7 5377.091 10 NC 12 11 max ri%r> 0 1 -.783 10 0 12 : 1:26 G3::1' : >:1 '' � .;Ner 5.701e-4 7 5377.874 10 NC 12 3 12 max 0 -.783 10 12 5.499e -4 7 5500.914 10 NC 12 0 -.783 10 0 12 5.296e -4 7 5763.731 10 NC 12 ' 4D - 10> 3$ 0 6 0 1 -.782 10 0 12 5.093e -4 7 6208.047 10 NC 12 RISA -3D Version 9.0.1 [Q :\... \...199- 136045000 - SDC 42 1Calculations \Chiller Platform 1 -2 snow.r3d] Page 14 Company Designer Job Number : Engineers Northwest Inc., PS : DML : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 3 ym Envelope Member Section Deflections (Continued) 109 Member 1 max 113 1 max 1 max 115 1 max 117 1 ax 119 2 max 121 M4 123 max max LC y LC LC x Rotate r..• LC Jn) Uy Ratio LC ( Uz Ratio LC -.782 10 12 4.891e-4 7 6918.617 10 NC 12 -.781 10 12 4.688e -4 7 8073 10 NC 12 -.781 10 8 10 12 4.485e -4 12 4.282e -4 7 '"��ff}} 7 NC 10 NC 12 NC 10 NC :5 12 -.779 10 12 4.08e -4 NC 10 NC 12 - .7�7.y8y 10 -.778 10 F�(, is {:i _. . ::'':: ii:Y:iii: �<'.,.... i �i_:::':i1:::',: i;: % % %`iil::3:•i:•:i -.773 10 0 1 125 max 127 ax 129 ax 131 ax 133 7 max 135 max 137 ax 139 1 ax 141 1 max 143 1 max 145 1 max 147 1 max 149 150 151 153 1 max 1 max 1 max 155 1 max 157 1 159 20 gym, ax max 1 13 3.877e -4 7 .:::.......................... 3.877e-4 7 4.014e -4 7 8275.487 10 NC NC 10 NC NC 13 -.766 10 13 4.151e-4 7 4415.65 10 NC 13 2'. Ze�31t1207f -.758 10 .001 13 4.288e -4 7 3152.748 10 NC 13 -.748 10 .002 13 4.424e -4 7 2542.65 10 NC 13 -.738 10 .002 13 4.561e-4 7 2197.347 10 NC 13 :: ' +w ':iM2f'Y: : -.725 10 .003 13 4.698e -4 7 1988.443 10 NC :.:....:::::.. »� . .................001.:......'1: . -.712 10 -.697 10 .004 13 • -.681 10 .004 13 .003 13 4.835e -4 7 1862.058 10 NC r .. 13 >: ;1:#}5'1.:7 4.972e -4 7 1792.706 10 NC -,656 -.664 10 .004 13 Ora, 13 13 13 a -}1768 .17 1'! 0 i:iji{{ NlC ii : 1 3 5.109e -4 7 12 5.245e -4 7 1783.841 10 NC #123 -.645 10 .004 13 5.382e-4 7 1840 798 10 NC 13 13 -.626 10 .. .004 13 -,:.:: -.605 10 .004 13 5.519e -4 7 1946.073 10 NC 13 -.1 5.656e -4 7 2115.213 10 -.583 10 .004 13 C11:e3:- >`<1;0:> ::1::1:89:372 .................. ............................... 5.793e -4 7 2379.156 NC 13 0 NC 13 1 -.56 10 .003 13 5.93e -4 7 4ii: :t FY 2802.242 10 NC 13 -.536 10 .003 13 -.511 10 .002 13 .......... ............................... -.486 10 .001 13 >i 6.075e -4 11 3536.85 10 NC 13 6.223e -4 11 5042.505 10 NC 13 6.371 a -4 11 9620.289 10 NC 13 - 1e-4:1 :. ....:::::..:...' <- > < >NC 10 NC <i« -.459 10 0 1 6.519e -4 11 NC RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 15 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 3g, Envelope Member Section Deflections (Continued) Member Sec 161 M5 1 max >16 ......... ............................... x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 10 NC 1 10 NC 12 10 NC 12 0 1 -.459 10 0 1 6.519e -4 11 NC 163 :fit ..............::.:.:.::::.::::: .............. 2 max 0 .::.:......... 7..842E 8 -.438 10 0 12 5.236e -4 11 NC 165 t0 3 max 0 8 -.416 10 0 12 3.953e -4 11 NC 167 4 max v 0 8 -.395 10 .001 12 2.669e -4 11 8797.709 169 5 max 0 8 -.372 10 .001 12 1.386e -4 11 7239.768 3 2 171 6 max 0 8 -.349 10 .001 12 1.03e -5 11 6388.92 0: >< Se- 173 7 max 0 8 -.326 10 .002 12 -1.18e-4 11 5908.658 <<1 10 NC 12 10 NC 12 10 NC 12 .............. .. . 10 NC 12 ................. 175 8... max 0 ..1 3 .. -.302 10 .002 12 - 2.463e -4 11 5659.743 10 NC 12 177 179 9 m ax y00{ 8 -.279 10 .002 12 - �.j,(�.- f:•£4i: iiitiii :4i:.:+-i+i;•�.YIT(:Y::i:ii::.: CAM -3 .74!�.��t yy6Le -4 11 /5y5�!7Q8.9���1 10 max 0 8 -.254 10 .001 12 - 5.03e -4 11 5639.501 p<» 181 11 max 0 8 -.23 10 .001 12 - 6.313e -4 11 5837.437 183 12 max 0 8 -.205 10 .001 12 - 7.596e -4 11 6187.754 ;::4:.:.. 10 NC 12 185 13 max 0 8 -.18 10 .001 12 - 8.879e -4 11 6728.223 10 NC 12 10 :. :. NC 12 ...1............x..........1.3. 10 NC 12 10 NC, 12 10:.::::: NC .12,. 187 14 max 0 8 -.154 10 0 12 - 1.016e -3 11 7532.008 189 15 max 0 8 -.129 10 0 12 - 1.145e -3 11 8738.755 M495: 191 16 max -.103 10 0 12 -1.273e-3 - 1.273e -3 11 NC 193 17 max 0 0 -.078 10 0 12 -1.401e-3 11 NC 195 18 max 0 8 -.052 10 0 12 - 1.518e -3 14 NC <190 >> 197 19 max 0 8 -.026 10 0 12 - 1.604e -3 14 NC -f* 0 10 NC 12 10 NC 12 199 20 max 0 8 0 1 0 1 - 1.69e -3 14 NC 1 NC 201 M6 1 max 0 13 -.157 14 0 12 - 9.995e -4 14 NC 203 2 max 0 13 -.182 14 0 12 - 9.676e -4 14 NC • 205 3 max 0 13 -.208 14 0 12 - 9.358e -4 14 NC .. �.. �: ��:• I: �TYS: �: �': i:•: L ?ii:.:!i.'•::5::�:LY.4:i':':'i 207 4 max 0 13 -.234 14 0 12 -8.641 e-4 11 NC 209 5 max 0 13 -.26 14 0 12 - 7.79e -4 11 NC 211 6 max 0 13 -.285 14 0 12 - 6.94e -4 11 8785.053 213 7 max 0 13 -.311 14 0 12 - 6.09e -4 11 7572.372 14 NC 12 14 NC 12 14 NC 12 14 NC 12 14 NC 12 gilta 14 NC 12 14 NC 12 RISA -3D Version 9.0.1 [Q: \..1..199- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 16 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Envelope Member Section Deflections (Continued) • Jan 26, 2011 2:19 PM Checked By: Member Sec x (in) LC...... y [in] LC z [ink 13 -.336 14 0 13 -.361 14 0 13 -.386 85€' <- 1r »- < »-it1` 13 -.41 - 13 -.434 14 �0{'/!( 13 -.458 14 0 13 -.482 14 13 -.505 14 0 13 -.528 14 0 13 -.55 14 0 215 8 max 0 219 10 max 221 11 max 223 12 max 225 • 13 max 0 227 14 max 0 229.... ..15 max ::.::.....0:.. :. :... t 231 16 max - 233 17 max 0 LC x Rotate [r... LC (n1 Uy Ratio LC. (n) U z Ratio LC 1 9 2' 498' I:. i- 8119..'1.......ti�'....:..:4. NC 12 - 5.239e -4 11 6764.727 14 t..50:3e4:520.4455i352: 12 - 4.389e -4 11 6221.769 14 12 - 3.539e -4 11 5869.971 14 12 NC NC 12 12 - 2.688e -4 11 5671.383 14 12 - 1.838e -4 11 5610.917 14 322 12 - 9.877e -5 11 5692.708 14 NC NC 12 12 12 NC 12 - 1.374e -5 11 5943.606 14 `-3 41.00.11g1 WOW 11 1 12 7.129e -5 11 6427.303 14 : :S>' ' <21 <: iii .42y.iy.��:(3`.:..ti ...........)���....�. ....233.388.. � ... 12 1.563e -4 11 7283.955 14 NC 12 12 12 • 12 2.414e -4 11 8852.267 14 X11:5;. NC 12 235 18 max 0 15 :11» >>M > >.': >;'> ". "i i` 237 19 max 0 13 -.572 14 0 ............. 13 -.593 14 0 12 3.264e -4 11 NC 7.:.03: 4:;1:88 14 NC 12 12 4.114e -4 11 NC 14 NC 12 239 20 max 0 241 M7 1 max 0 :����ii:::- .]>:��:��.`'.:$:i 2.':iY:'�:�i:i iiiii :.. /. ►1�iS. '.:... 243 2 max 0 245 "ipf 1 -.614 14 0 1 -.614 14 0 -.641 14 0 247 4 max 0 249 5 max 0 251 6 max 0 <» 253 7 max 0 255 max 5.03e -4 7 NC 14 ::.:..... . . 5.03e -4 7 NC 14 :....:.1i1.J1.eM3• �::: 1.. fI::: :<�::::; <'�1:;::: >::::.. »:1:::: 5 5.192e -4 7 9242.492 14 NC 1 NC 1 -.667 14 .001 iil:iijegii iiiig 1 -.691 14 .002 1 1 -.715 14 .002 1 -.738 14 .002 1 -.78 14 .003 5 5.354e -4 7 4839.923 14 5 5.516e -4 7 3391.643 14 43A 7 ` 1 13 5.678e -4 7 2684.791 14 13 5.839e -4 7 2277.449 14 5 NC 13 NC 13 A2.. igt 13 6.001e-4 7 2023.064 14 ....... ...1..x .......................4 NC 13 8 14 .003 13 6.163e -4 7 1859.745 14 NC iM:: o:•:F:FY�YY'N ^M� :: +�!!.. <�:4.1FikYr 13 257 max 259 19 max 2 1 11 max -.799 14 .003 13 6.325e -4 7 1757.713 14 NC 13 .:....... :.:.:SN ,.,,..:.: ,::...:. •::. ,..: 2 .., 1. i424e..: 3:: »4:0:...:168:7fl: »...:.NINON: -,818 14 .003 13 6.487e -4 7 1701,976 14 NC 13 .::.:..:� 1. ..1�.�`�...: - :- .�:.:..:..:::);I...._:...:. 30:.: ._ 53. -- 1�:..4�� �sf::::'I .: >: <:= :::fib;:::: >i >::: >�:� -.835 14 .003 13 6.649e -4 7 1685.718 14 w.. >: .:.:1.�4fl2 342311' `gi`` NC 1 3 12 max 0 1 -.85 14 .003 13 6.811e-4 7 1707.815 14 NC 13 283 <1 - . 51 >1" ;`8:<1. <`C1i4 " ; > I >h <g >> >: 265 13 max 0 1 -.864 14 .002 13 6.973e -4 7 1772.57 14 NC 13 R �.. .......:....n.......... :. : .:... ............ ...i. ... :::..�:.:� :•:.�.::�:. :•.� :::. :.::: :. .: :.�.: .�. n:�.:�: -.�::. ...: ..:: :5. .. .. - {i r ... '.:::: : v: :" i :.' .! {+,:'4ii; iiiiC:h,.y��.; ;:;:�i:;:; . , ..i �: i<i� :: %i ::'::�:; isMi: :'::ti!:4;iii::i:;i { {YS::i::!is is !ii- is +jji:i!i::i :: ::::1•T.H.�i :::i ?i:n - `.:�iiii:::: iii: ! {i:�:: ii::�!:: RISA -3D Version 9.0.1 [Q :\...\... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 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: 3l� Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] 267 14 max 0 1 -.877 14 .002 LC x Rotate [r... LC 13 7.135e -4 7 n) Uy Ratio LC n) Uz Ratio LC 1891.512 14 NC 13 269 271 273 275 277 2�78> 279 28M max 0 max 0 285 i288' 287 ;6: 0 0 .::.::.................. 0 0 0 -.908 -.915 -.921 -.925 -.925 -.925 .001 0 0 0 13 42 13 13 7.297e -4 7.458e -4 2088.753 #092? 2415.319 7.62e -4 7 -J !Mt 7.782e -4 7 7.944e -4 7 »'! +716egB?::> :10> 8.106e -4 7 -"t"5641:46:. ' 8.106e -4 7.997e -4 2992.836 14 28:14, ;18:: 4188.902 14 824 7845.437 14 :< = =`1> NC 14 NC 13 NC 13 : :: NC NC NC NC 0 0 NC NC NC 12 12 -.927 A29Q3`` 295 297 299 301 302:: 303 max max max max I}0 .:.:.. %`:fiY 0 0 0 0 0 0 0y� 0 -.927 :...:4.47>< >i >: -.928 8) -.928 / }0 0 7098.612 4:823:064: 6368.607 7 14 14 12 12 12 -.928 -.928 -.928 0 0 7.129e -4 7 NC -x7'1.`3 7.02e -4 :3835iYk.V6 5903.273 Mtenig NC NC NC 6355.568 simiamirile...:.; =mamma 0 0 0 :0> -.925 -.925 :' :>" _:4e '::: ...............:.......... ... . 319 20 max -.924 -.923 0 0 12 '' 12 12 7079.932 8257.629 6.26e -4 6.151e-4 0 1 -.922 14 0 1 6.043e -4 .............:....:.......:... 7 NC 14 NC RISA -3D Version 9.0.1 [Q: \...\... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 18 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: '2) ?-4, • Envelope Member Section Deflections (Continued) Member Sec x in LC in LC z in LC x Rotate r... LC n L/ Ratio LC n L/z Ratio LC 321 M9 1 max 0 1 -.922 14 0 1 6.043e -4 7 NC 14 NC 1 22....... _ . 323 2 max 0 1 -.917 14 0 5 6,053e -4 7 8217.246 14 NC 5 325 3 max 0 1 -.91 14 0 13 6.063e -4 7 4382.623 14 NC 13 327 4 max 0 1 -.902 14 .001 13 6.074e -4 7 3127.77 14 NC 13 329 5 max 0 1 -.892 14 .002 13 6.084e -4 7 2521.377 14 NC 13 331 6 max 0 1 .....:..1�4 -.881 14 .002 13 6.095e -4 7 2177.984 14 NC 13 -.869 14 .002 13 6.105e -4 7 1970.034 14 NC .............. 13 335 8 max 0 1 -.855 14 .002 13 6.116e -4 7 1843.985 337 9 max 0 1 -.84 14 .002 13 6.126e -4 7 1774.5 14 14 NC 13 NC 13 • 339 10 max 0 1 -.824 14 .002 13 6.142e -4 11 1749.417 14 NC 13 `o 341 11 max -.806 14 .002 2 501e4 ft, :1<139€29 13 6.166e -4 11 1764.114 14 2 NC 13 343 12 max 0 1 -.788 14 .002 13 6.189e -4 11 1819.604 14 NC 13 345 13 max 0 1 -.768 14 .002 13 6.213e -4 11 1922.778 14 NC 13 347 14 max 0 1 -.747 14 .002 13 6.237e -4 11 2088.923 14 NC 13 RIM 349 15 max 0 1 -.725 14 .002 13 6.261e-4 11 2348.49 14 NC 13 351 16 max .. ..........:.041 >�:1`: 1 -.702 14 .002 13 6.285e -4 11 2764.824 14 NC 13 353 17 max 0 -.678 14 .001 . ...:::.. . 13 6.308e -4 11 3487.974 a .: -1294 86 27 14 NC 13 355 18 max :338'7: >: rere:. 0 1 -.652 14 0 13 6.332e -4 11 4970.458 14 NC 13 357 19 max 0 1 -.626 14 0 13 6.356e -4 11 9478.299 14 NC 13 359 20 max s.:;:;: 1' 0 1 -.599 14 0 1 6.38e -4 11 NC 14 NC 361 M10 1 max 0 1 -.599 14 0 1 6.38e -4 11 NC 14 NC 1 363 1 2 max 0 13 -.578 14 0 8 5.531e-4 11 NC 14 NC 365 3 max 0 13 -.556 14 0 8 4.681e-4 11 NC 14 NC 8 367 4 max 0 13 -.534 14 0 8 3.832e -4 11 NC 14 NC 8 369 8.....1..x. 5 max 0 13 -.512 14 .001 8 2.983e -4 11 8244.554 14 NC 8 VklitmigOofm 371 6 max 0 13 -.489 14 .001 8 2.134e -4 11 7274.129 14 NC 8 2:....y RISA -3D Version 9.0.1 [Q: \...\... \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 ✓ 6//71 2:19 PM Checked By: Envelope Member Section Deflections (Continued) 373 3�4 375 377 Member Sec 7 x [in] LC y [in] LC z [in] LC x Rotate [r... LC ax 0 13 -.466 14 .001 8 1.285e-4 11 «; 7. < > »' i �.> :< >«>:<r7�< <::<: >>> »12.: ,.::� ?7� <<-::49 >' > €:<::.:.Ot11« << 1?3> ` 1><2 't32: 0 13 -.443 14 .001 8 ................................................................................... ............................... << ' >12 ><` 43< > `1> 0' ' ". 1= 3 2 9 max 0 13 -.419 14 .001 8 - 4.138e -5 11 6348.218 14 NC 8 .......... ...... ............:.................. 3 ::3<`< <» ` <; > > >< «? ; < r >' < <; < >1<::< "< >%,#:•,:::::• .. <_ >1> « >- 001 ` >1� : :.':1:1::::29-:*:. < 2 3::''1 8 <1 <` < >`< :., > > 13: 379 10 max 0 13 -.395 14 .001 8 - 1.263e -4 11 6416.019 14 NC 8 m10:: > >:: >::> :: »: » >`> 1 :;: >: >`: f� i::: >:: >: >: » >> L..„, Ci'1 -1325e-3 `? 8X34:: > >I >> :::::::1610:2E •13> 11 max 0 13 -.37 14 0 8 - 2.112e -4 11 6640.078 14 NC 8 :: i :S!::6r 'i]` :( :ij; :.,:::•..?- ::jii j ii: ji iiiiii i:.:::43::: M: i':' �] .:!' i:::. i ..'. .::::i:: :::::::::ii ::';: ii: jii i:::.:. i::: ; ><:: <::;:::::::: >.: »:::: >;:: :: i::::;:::: i�;:: :: >..........�................. .. �................................ �. �:... �.......: ��i�7 .��::::�:::::::::::.i�::..... . 383 12 max 0 13 -.346 14 0 8 -2.961e-4 11 7037.427 14 :384 III ::; >;: >;: >E# > =::; ><: » 12 .:............6.............., 23::::::::::2:::: �..4 946 3. .43<75g£)6. 385 13 max 0 13 -.321 14 0 8 -3.811e-4 11 7650.953 14 NC ....................:::i : i'> : 2.:g. 6ag.::.' ft.:i: .4��3=2<'> >47`�1.:$'f' >' » >":: » >�1` > >: »'# 4.354e -5 11 n) Uy Ratio LC n) Uz Ratio LC 6725.986 14 NC 6441.397 14 NC max max 390 391 .332, 393 :396: -.296 -.271 -.246 !gg.A44tRgi -.221 13 -.195 ............. ... NC NC 8 - 8.056e -4 397 399 400 :: 401 403 i:: 405 40-. 407 408 409 0 max 0 12 1.008e -3 9538 73066= 1? 'I> 9239.07 14 NC NC NC <C tC; »» 417 419 :420:: :t]1111; 12 -.325 344 `;> 5 Eitt 12 12 -.375 12 -.399 422::: 425 max max 0 -.424 -.448 12 9.679e -4 13> 8 -4 12 9.283e -4 12 8.887e -4 12 8.49e -4 7963.684 14 7114.2 14 6543.033 14 ... ............................... :::4268 89::::'::::::1> 6172.869 14 12 -.471 14 0 12 7.301e-4 5963.794 5899.933 .3906;991 5985.617 NC NC NC 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 7 %/A4 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x in n:..:..... LCy. On] LC:..::.::,z:iinj.;:...::::.: <.:....Mg ; «_'...... >0«; <<'< %'= 1: < :- e-4 >10> >3930 924 I' ` 14 -.495 14 0 12 6.914e -4 7 6249.056 14 8: ; : <<::> : >;:1::< :::;<:< ><0:;: <::> :;:13:::4 608:e -4: <:1;4::4.113M. -.518 14 0 12 6.777e -4 7 6757.177 14 LC x Rotate fr... LC (n) Uy Ratio LC (n) Uz Ratio LC • 1 NC 12 NC 12 427 429 15 max 0 12 max 0 12 max 12 • . 'r4 > 1 8�>1:: • -.54 14 0 12 6.64e -4 7 7657.268 14 NC 12 433 1 max 12 43? 435 1 ax 12 437 1 max 12 439 2 max 1 :....:` 104:1 •,:::-:':'E i%n'`..:..: iiai!!%:': i'::.. ::i : : % t: :4i ::`i;V i!'?. 94}?!'.; -.563 14 0 12 6.503e -4 7 9305.276 14 80> 4; -.584 14 0 12 6.365e -4 7 NC 14 -.606 14 0 12 6.228e -4 7 NC 14 ............................................................................................ ............................... k .: 918414 >:1�1 €' > <= 1ti1«<<�I> -.627 14 0 1 6.091e-4 7 NC 14 ..:...:. ........... NC 12 NC 12 NC 12 NC... 1. 441 M12 1 max 0 1 -.627 14 0 1 6.091e-4 7 NC 14 NC 1 443 max *if .1 .......... . 0 1 +� +j -.653 14 0 13 6.001e-4 7 9353.126 14 3..::;1.a:.: NO. 8..:: >:1:> NC 13 445 max 447 max -.679 14 0 13 5.911e-4 7 4894.547 14 ::;�.:: :< ��t��f�<::« �>:<> 1<< �:>>> �J'<: <:in...,.a1.:i11:g 1.0.: �t��..'? ..:.1... -.704 14 0 13 5.821e-4 7 3427.623 14 ii.•5 ":Ti: :':4:21: -:1:.1 9.e.7 :::;: ::; .1' : :5 2 NC 13 NC 13 max 0 1 -.728 14 0 13 5.731e-4 7 2711.467 14 NC 13 451 453 455 457 9 max bitt max WitiV max �i7i11 max 'SS:=011 > >1<» -.751 0 13 5.641 e-4 7 .:.:2298.559:. 14: -.773 14 0 13 5.551e-4 7 2040.477 14 :.: '1291.e*:3 > >:1:Q::::13829> -.793 14 0 13 5.461e-4 7 1874.53 14 `44 >�52` »> • "�:�> �: >: >::£�::: » >» 'f2:..:.'t.:3;3563 4271,18V -.813 14 0 13 '5.371e-4 7 1770.539 14 NC 13 NC 13 >9�2i NC 13 NC 13 max 459 10 WaBoWNEWV 8 '. ;::8= 1. 1:2fI2> 0 1 -.831 14 0 13 5.281e-4 7 1713.292 14 NC 13 461 11 max 0 1 463 ................ 465 12 max RES m1 Max 13 .10: ` 165 6t »1: -.848 14 0 5 5.192e -4 7 1695.84 14 '; .f,. �:iiij.,,:::::i : ):::;. �i :5.. ::.-':-:.:i ..:;€.2...::'x.,481 e»�...:1.0<.:1:1.56 345:.:< 1 -.864 14 0 5 5.102e -4 7 1716.976 14 << >I Q< >< :i2 NC 5 NC Am -.878 14 >1 2 5.012e -4 7 1780.95 14 NC 2 467 14 max 0 1 -.892 14 0 2 4.922e -4 7 1899.257 14 NC 2 469 1 <4�7i 471 16 473 17 max 0 1 -.923 14 0 8 4.652e -4 7 2999.46 14 NC 8 061 475 18 max 1 -.93 14 8 4.562e -4 4195.572 14 NC 1.31 477 19 max 0 1 -.936 14 0 8 4.472e -4 7 7853.075 14 NC 8 478....... :. :... :: >1:4 :;.1:::1;e:: « :6::::;�`.2'1�816 RISA -3D Version 9.0.1 [Q:\... \...\99- 136045000 - SDC 42 1Calculations \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: Y Envelope Member Section Deflections (Continued) Member Sec 479 20 max ii �f'•iiii ii'::'�i:',:',i ;:':'ii:;i iii iii;iiii:'i ii 481 M13 1 483 2 max 485 3 max �i�1!.Y..i: iSiiiili iJ: ii.'•�::. III:S 487 4 max 489 5 max t�. 491 6 max max x [in] LC y [in] LC z [in] 0 1 -.94 14 0 0 1 -.94 14 0 1 -.941 14 ..:: :::::.:::.........::.:.:................. ......::.:..:..:.:....:::.:..:. 0 -.941 14 0 0 1 -.942 14 0 ::i::::::i::::i >:: >i• 0 1 -.942 14 0 0 1 -.943 14 0 LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 1 4.382e -4 7 NC 14 NC 1 3<; >1:0< > >< < 1 4.382e -4 7 NC 14 NC 1 14 4.519e -4 7 NC 14 NC 14 < = > 894e4 fib;:::': "11 - 14 4.657e-4 14 4.794e -4 ;; A4 :: ee 14 4.931e-4 8 t .:.'I .F8MS 14 5.068e -4 7 NC 14 7 NC 14 ..1 E:1 6:. :: :7 ;::::: %: 7 8213.117 14 :I 3 4 7 7037.905 14 - .943 - 14!!:;. :;;. >: >: >: >:0: ><`:: <:; 495 8 max v6 }sitt 497 9 max 499 10 max 503 12 max 505 13 max 507 14 max 509 15 max 0 -.943 14 0 0 1 -.943 14 0 0 -.943 14 14 5.206e -4 7 6314.371 14 : >i: �': >i:.; >: •i::: •!: •:: •:•: <ii: �!:::;� <= � =i:: iii.:. :...,.:ii = .' 14 5.343e -4 7 5861.784 14 +i<:Y Y.i . -'- 80 . 4.Q/ 4066 f: C:'i:1'•:: 14 5.48e -4 7 5593.864 14 > >793 10 14 5.617e-4 7 14 1 -.943 f 0 14 5.755e -4 7 5466.714 14 ... .......fl...........:.. 37'9 '±: : 0 1 -.943 14 0 1 -.943 14 0 1 -.942 14 ■w� .5 466 .» ;$ i.:;: ::f_46.�,s:h >::'. >i;1,: 0 1 -.942 14 ........................... ............................... 0 1 -.941 14 0 1 -.94 14 0 1 -.94 14 tott 1 - ..93�9.t� 14 0 .............1.....T -.938 14 513 17 max max 14 515 18 max 517 19 max �<f113% NC NC 14 NC 14 NC 14 NC 14 NC 14 NC 14 ggigiNeagil NC 14 14 5.892e -4 7 5589.525 14 NC 0 14 6.029e -4 0 14 6.166e -4 0 14 6.304e -4 >= >; >_1 708e4 0 7 6.441e-4 7 5854.209 :4066 7 6302.95 <43 1: �<; 5,26.:: 7 7021.542 7 8189.784 14 NC 14 14 NC 14 .. f 14 NC 14 14 NC 7 '''' Rg`€ « 10 14 NC 7 14 NC 8 f:4.. i. 14 NC 8 521 M14 1 max 1 -.938 14 7 6.578e -4 : 0 8 6.715e -4 0 8 6.853e -4 1 648ew3. 0 1 6.99e -4 6.99e -4 7 NC 15 71::174 24: 7 NC 7 NC 523 2 max 525 3 max 527 ........................... 4 ........................... >rdtil' max foor 529 5 max 0 .1y -.932y 14 0 14 0 w 1 -.926 14 0 6 • 0 1 -.917 14 0 8 0 1 -.908 14 0 8 531 6 max 0 1 -.897 14 0 6.807e -4 7 :AQUA :'4 6.625e -4 7 A 608e.3:'10: 6.4/42e -4 7 •-4 S1).$0146 6.26e -4 7 6.077e -4 7 81132.1164 14 N }fCy...{� !14 :4603.44 >'::1:>: `:::'. ' i:N)K` ' `:' ? ;1:.2. 4340.384 14 NC 6 3099.872 14 NC 8 >41<• iii::: ii +> ?:n i::i.' »4<• 2500.705 14 NC 8 2161.702 14 NC 8 RISA -3D Version 9.0.1 [Q:1... \...\99- 136045000 - SDC 421Calculations \Chiller Platform 1 -2 snow.r3d1 Page 22 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 " 4g 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec :..:. :........: -.. <Ii iifl 533 535 ;:.536 ...........<:......... 537 539 >540 10 541 543 ....... ........... 11 12 max max max max LC y Uinj LC 1 LC x Rotate -.884 14 ... LC (n) Uy Ratio LC Uz Ratio LC 8 5.895e -4 -.871 14 -.855 14 7 1956.736 14 NC . ............................... . 8 5.712e -4 644" max 0 1 -.822 14 0 8 max 0 1 -.803 14 .001 8 545 547 13 max fir 14 max 549 551 15 16 553 17 max max max 555 557 559 .............. ............................... 561 M15 18 19 20 563 ........... ..::.:.........:............... 565 max Ma) C. I max max max t ::'ill 0 1 -.783 14 .001 8 1 -.762 14 .001 8 7 1832.881 14 5.529e -4 7 1765.113 1 532 3 10 1<1'9:7 265 5.347e -4 7 1741.448 14 14 5.164e -4 7 1757.379 4.982e -4 7 1814.007 'µ4l' »1t�> 14 14 4.799e -4 7 1918,�{.2�(9�6 48F:::::::�1��"Ja'J�f..V7: 4.617e -4 7 2085.619 14 14 0 1 -.739 14 .001 -.716 14 .001 -.692 14 0 0 8 0 8 11; <41 .:::: :::.:::::..:::::............... -.613 14 0 0 11 1 -.613 14 0 1 14 4.434e -4 7 2346.545 4.252e -4 7 2764.629 1..442eµ .:: >10< 189 5 4.069e -4 7 3490.388 14 14 3.887e -4 7 4977.714 14 1:..`,:.:: 14 3.704e -4 7 9499.46 max 567 max 569 ax 13 -.592 14 »:: >< 0 13 -.571 14 141 -.549 14 14 -.526 14 14 571 573 max max 575 max 577 max 579 1 ax 14 14 -.503 14 14 14 8 14 -.457 14 7551::::::::::: -.433 14 -.409 14 0 14 3.521e-4 7 NC '. 9 3.521 e-4 7 NC 14 14 14 3.738e -4 7 NC N 3.954e -4 7 NC 14 NC 11 "14 NC NC 8 NC NC NC NC NC NC NC 14 14 NC 1 14 .....1 8 ..3 14 4.17e -4 :i:`t17e NC 14 NC 14 14 4.387e -4 7 8485.279 14 NC 14 14 4.603e -4 7 7487.26 14 NC 14 14 4.819e -4 7 6923.7 14 NC 14 14 5.087e -4 3 6631.323 14 NC 5e.-4> 'x10` 4 55 3x4:;;:1 N >1 S;> 14 5.579e -4 3 6535.921 14 NC 14 14 14 6.072e -4 3 6606.206 14 NC 14 581 1 max 14 -.385 14 14 6.564e -4 3 81 6837.348 14 NC 14 583 1 max 14 884 -.361 14 14 7.057e -4 3 7246.904 4415 14 NC 14 RISA -3D Version 9.0.1 [Q:1...1...199- 136045000 - SDC 421Calculations\Chiller Platform 1 -2 snow.r3dj Page 23 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] 585 13 max 0 14 -.336 14 0 186'' ..............:: - 1444:.. .. :...t'�31�........ 587 14 max 0 14 -.311 14 589 LC x Rotate [r... LC n) Uy Ratio LC n) Uz Ratio LC 14 7.549e -4 3 7879.05 14 NC 14 $?' 1 199gr; ,.:._ .; 5.. :>:;::> " ;> .... :....'� �199�4.. 9:0::: 51.58.77.....1..: •........ . : : : : :<.. :<..>3. :.: 14 8.042e -4 3. 8819.382 14 NC 14 NC 14 NC 14 1 14 -.286 14 8.534e -4 3 .:::::::,:.::. . : : :. : : : : : :..� : :. : : : : : : : : : :. :.• 4111:.. .................tT1t .. = !< < : : :< :< :; :: � <; : : :: »4444 : >< : > : :. := : : : : : : : : » :� > :.: : :> � :: � s : : : : : : > :� :> : » > : : : : :;� <;; . , ; 591 16 max 0 14 -.261 14 0 14 9.027e -4 3 NC 14 NC 14 .:.:....::...::,....,.::.:: .. : :........ :- ..,,. : : :. :. :..... 1111... �.,... 1111 :.:::<;.:: ;;::.;::;;.:.. 1111. ..: 1111.. :::592'; :'; » € €'€ € :"'>>' >. ><< < tt' >` : : : >; < > < :E " >> »> ` >'4 : : :V 48 >` : :: : :. < > >' <;<> <' '91 : -4 : :.:.,,.. : :,, ;; :' in :'''' "' ?> ; ' ��" ....,.,. 9 .............. 6 ....1.,��- 8�- 4...:1t1.!..�13I !€ 6:.:: 1: : : :.. : : .',.r. : : .... :8..: 593 17 max 0 14 -.236 14 0 14 9.519e -4 3 NC 14 NC 14 4i':i; 2:: : < : :> >. :;;. .;;. : : : : : : :< : : : :«> :: : :< > :: ;» : : » : : » : : : :> :: > : : : > : :; :; :: : > : : <::: : : > : : > :< : : : > : : :: : » :... : : :: ,. :.. : : :.. : :. :;; . :; :. :. :. :. .: 14 ... ,�94.. ,.. .............. .:.:.:.:.: 4444 : :. > :: 4144;; � : : :< 4444 : : >;> 4444': :. :.. : :. : : :m�r� :. > :. :.......t� : :. : :.. : : : : ::.4::: >;::>::>: �: 43>:::::::::>:> 1::>.::»::>::::;> Q>; : : > : : > : : : : > : :. : : : >1�.; : :. :3at�3 :....:::- .....:..... ::< 595 18 max 0 14 -.21 14 0 14 1.031e-3 1 NC 14 NC 14 -: : :> 444 > : : : : : : : : : : : : » : : > : : > : : : :> : : > : :> 4444 : : : » : : » : :» : � � " < : : > : : > : : : : : > : ; :: : : :;; : >;� >; : :; : :; >;, : : : :: -- ; : : > : : : : :: � : :;. ":::;;.:;..,;,;;:::..::; :::::::::::::::::.: »» 4444: > : : : :� "4444::: > : : : : : : : >: '4444 : : : : : : : :> : : >� 444:: t: : :;..;. :;: : :: :. »:: >::: >::: ::: : : :1; < :: «.: >. 4 ".":.; -: ;:;.; :;.....:: :..; . -:.; >: :;;...; :.; :: 431 .......... �. ........ 4..:.........' u9::::.:.;;: 1.::.;:;:.;:.::. 9;:.::::;:..:.: :. ::8.; :. :. :.4. :09�i..es�€ : :..r � :0 > : : : : » : : > : :�I� : : : : >; : : : : : :: » : :'! > : :. � > : : : � : :» »4444 » : :� >; :. 14 -.185 14 0 14 1.12e -3 1 NC 14 NC 14 1111. .......... ' »1!'€ " "' :'0 ?? >'' >' ` > > :SASS- <19< ; < NC : : < :: ;595....... . 597 599 601 19 max M16 9 Y 603 2 max 605 3 ax ala 1:000. 609 max • Om max 0 0 0 1144 -.245 14 0 -.273 14 0 -.302 ...14......,...0 :. NC NC 1111. N•Y:- ii;'±? :i: NC NC 14 NC 14 NC 12 619 10 max 0 4 -.35.8 14 .. 1111,... 1,11,1 1111 11 max 0 4 -.385 14 1411 , 623 12 max 0 4 -.413 14 625 13 max 0 4 -.439 14 627 1 max 0 14 e (� 629 15 max 0 14 :: ...........................:: 4411. 631 1 ax 14 NC 9450.662 616€ 7764.854 417x477:: 6691.558 5976.465 376 5495.408 NC 14 NC 14 NC ... NC NC = hlitC NC 14 lei :5#.53 >4 >` 3 5183.318 14 NC 4444 :> 14 1.408e -3 3 5006.582 14 NC 14 1 >889e 4 17: <315381< :; :<1 :;<: < >: «: : > > :4 < ; 1.3e -3 3 4951.782 14 14 1.191e -3 3 5022.471 14 NC 14 633 0 /0 9.746e -4 4 .4 � :..; 4514;;1: ' 8.785e-4 elk.. 635 mm 0 -.567 m 0 m 7.565e -4 �. :::" :•i iii : :. : :' :!•i : :. :+ :.;;; v ... �'i �{ : :�.: iiii'i 'iti :� :� : :i i : :1 :'. : :: >; :; :�,,��y ''..'.' : : :� : �! .{i� is .: iy : /� : : :` 144 '. :`� 'i . -: .::.:::: .. :.......... 1' }.. ..........�f. 1 ���.. Y ........ ......M�:.......... :�•. :�..� :.. TL:'. .. 1411 4144 .* 637 19 max 0 4 -.591 14 0 14 6.955e -4 7 8.175e -4 • 3 5242.22 14 NC 14 ;1ii: 4111. 5667.048 14 N 14 s s4 6420.293 14 NC D 4 NC 14 7800.066 aftt NC �y ,y�nn. ,!14 y/ NC 68.32'49 :. Q %. :I : ::• : :. �v %::5:::1 :FV : :' :i : : : : :.; : : : ?. NC 14 NC 14 14 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 1Calculations \Chiller Platform 1 -2 snow.r3d] Page 24 .001 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 /6/ Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x in LC .y [in1 LC 639 20 max . ................ :...:................. ............................... 641 M17 X642 643 LC x Rotate rr... LC (n). Uy Ratio LC (n) Uz Ratio LC �t3ari;:=: �::::«<::; �<::<;-:<; ::;�1:3;::::= :93k`x:� -1:<'; :`'`�'= .�:;;''; ":�= > �>:-$: 7$$ �- 4..: 10 :. �:,:..: N.:.:1.....:::a....< >:..4..: 0 1 -.615 14 0 1 6.345e -4 7 NC 14 NC 1 :..�:,. : : : >'f ><:< :<> i174< > <; 1<'` :< << 0 >«... 1 "` x1 1[e4 10. > .....:..:. `1> < >< <> 1:. 0 1 -.615 14 0 1 6.345e -4 7 NC 14 NC 1 ..:4".- ; .:::: :;:0; >::::::;» <:�::;� >:; <: >;:97t«« > < = >1« �=<' t= :........fl4t'<1f1< > >�1;:`1 »:. max 0 1 -.645 14 0 4 6.293e -4 7 8175.897 NC 4 ::::rrt ::: ::`.. : >#I««:::: <1.:. • ., " 1<`` ' •: •. 4 1 :: - ...3• 10 €::':538:. { 4 max 0 1 -.674 14 0 4 6.241e-4 7 4288.558 645 max 14 NC 4 14 NC 4 NC 4 647 649 1111111 »1> ? 0 :.. # 4' >086. 3 }101 28 36 4 max 0 1 -.701 14 0 4 6.189e -4 7 3010.129 max 0 1 -.728 14 0 4 6.137e -4 7 2386.515 > »- 1 >138 >: >1 < >' < »:0 >` > >':>:: 4 -1 :62 3 >:10 '18:79 >583< -.753 14 653 MIEN 0 . ......... ...................... $ max 0 MEOPM max 0 111111m max -.778 .001 mulZImm .001 ><< >> .001 4 6.086e -4 6.034e -4 2027.487 14 1803.652 • 9 7 1660.386 14 NC 4 1140.4S:49 1571.431 14 NC ENOM -.842 14 .001 4 7 1523.606 14 NC -.861 m 0 O 5.826e -4 01510.973 m NC 4 663 ®m 0 665 1 max 667 14 max o e 9 9 9 -.894 ::::::mt::::::m ::::::"g::::::.. 2 i -..9<<��0��8.j . ............................... mg --,921 -.933 14 0 5.723e-4 7 1592.665 .. 8 8•a 1 8 5.671e-4 m '.:50:404111 5.619e-4 2700.811 14 7 3783.935 14 a Iie 1880.99 2177.398 ::... NC :.... NC 14 0 O s 14 0 8 5.463e-4 -.95 NC ` NC +Y+ N�«C ::;::;:N 677 1 max -.957 7093.776 679 681 683 685 -.961 14 NC NC NC NC 1 NOggia< NC 13 13 687 689 NC 13 NC 13 RISA -3D Version 9.0.1 [Q :\... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 25 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 itra 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec 691 x [in] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC In) Uz Ratio LC 6 max 0 1 -.964 14 0 13 5.97e -4 7 6506.993 14 NC 13 • 693 7 max 0 1 -.965 14 0 14 6.093e -4 7 5839.774 14 NC 14 695 8 max 0 1 -.965 14 0 14 6.215e -4 7 5422.811 14 NC 14 7Z A 697 max 0 -.965 14 14 6.337e -4 7 5176.486 14 NC 14 girtieng gag" 699 10 max 0 1 -.965 14 0 14 6.459e -4 7 5061.626 14 NC 14 701 11 max 0 1 -.965 14 0 14 6.581e-4 7 5061.809 14 NC 14 703 12 max 0 1 -.965 14 0 14 6.703e -4 7 5177.046 14 NC 14 � >�tf90`487 <` <'I > >`:<'e »�€ 705 13 max 1 -.964 14 0 14 6.826e -4 7 5423.789 14 NC 14 707 14 max 0 1 -.964 14 0 14 6,948e -4 7 5841.248 14 NC 14 709 15 max 0 -.963 14 0 14 7.07e -4 7 6509.105 14 NC 14 ......:::.:..:..: .:, 711 16 max 0 -.963 14 7.192e -4 7 7594.303 14 NC 14 2 713 17 max 0 -.962 14 14 7.314e -4 7 9493.332 14 NC 14 ..... .......................:....... 715 18 max -.961 14 7.436e -4 7 NC C 14 717 19 max 0 1 -.96 14 0 14 7.559e -4 7 NC 14 NC 14 719 20 max 0 1 -.959 14 0 1 7.681e-4 7 NC 14 NC 1 <:: >:::: » 721 M19 1 max 0 1 -.959 14 0 1 7.681e-4 7 NC 14 NC 1 723 2 max 0 -.954 14 4 7.491e-4 7 7342.61 14 NC 725 3 max 0 1 -.947 14 0 4 7.301e-4 7 3912.339 14 NC 4 • �..5" iii: ii��•;:i::: iiiiiiiiii ': 727 4 max 0 1 -.938 14 0 4 7.111e-4 7 2789.334 14 NC 4 729 5 max 0 1 -.928 14 0 4 6,921e-4 7 2246.214 14 NC 4 731 max -.916 14 4 6.73e -4 7 1938.207 14 NC 733 7 max 0 1 -.903 14 0 2 6.54e -4 7 1751.197 14 NC 2 169,1;2. 1.... 735 8 max 0 1 -.888 14 .001 2 6.35e -4 7 1637.261 14 NC 2 «::::: g Q 737 9 max 0 1 -.872 14 .001 2 6.16e -4 7 1573.69 14 NC 2 ............... . 739 10 max 1 -.854 14 .001 2 5.97e -4 7 1549.534 14 NC 2 741 11 max 0 1 -.835 14 .001 2 5.78e -4 7 1560.562 14 NC 2 743 12 max 0 -.815 14 .002 2 5.59e -4 7 1607.532 14 NC 2 RISA -3D Version 9.0.1 [Q:\... \... \99- 136045000 - SDC 42 \Calculations\Chiller Platform 1 -2 snow.r3d1 Page 26 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99138045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: its74, Envelope Member Section Deflections (Continued) Member Sec 745 1 x in LC in LC z in 0 1 -.793 14 .002 42 20( :'<::> -.77 14 .002 1 max U Ratio LC n Uz Ratio LC s "f- N -.746 5.21e-4 ....................... 0 1 -.72 0 1 -.693 VItt -.665 14 757 1 max 1 max 19 -.636 © 5.02e -4 .001 2 4.83e -4 .001 2 4.64e -4 7 3 .:.t31 >9#41 0 2 4.457e -4 0 $ Bpi 14 + MI 4.097e -4 -.606 14 0 1 4.097e -4 .........���..yyy.���............ -.583 14 0 11 4.696e -4 5.322e -4 4.277e -4 761 763 765 767 M20 .................... : -.558 14 8286.004 NC NC NC 1 NC0 NC NC NC ©m 1 773 7 max 775 8 u v -.5uy 14 =Ill 6.573e -4 0 • 14. 1 1' - 0 8272.562 14 NC 11 NC 6808.985 m 44=.: $ vv �}�K 9.607e -4 5326.045 111411111111 0 : 1 1 I S 1 max 1 • : 1 1' 781 11 max 1 06' ®max 0 0 -.293 m 0 :a $ 1 + -.265 14 + $ 1 ...........r.rr.r....... iI789 1 791 1 max 8 14 mm 0 -.179 IIMIN 1 :"Irg W 14 NC 11 NC -.15 7: • 7011;{{94.�..�/9�}��/.3• ..N�C�.{{ 417 >:1IN4i :ii: - ii:ii$�i 6232.763 • NC NC 14 NC ;. ::2 NC....... 14 N 11 1 NC mom RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 27 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 19 max 20 max max 797 799 801 M21 x [in] LC y [in] LC z [in] 0 8 -.121 14 0 803 805 807 808 809 5 max 0 8 LC x Rotate (r... LC (n) Uy Ratio LC (n) Uz Ratio LC 1 NC 11 11 2.354e -3 1 NC 14 -.093 14 0 14 0 0 14 0 12 2.51e-3 1 NC 14 NC 12 1 0 12 1.561e-3 NC 1 NC 12 -.031 14 3 max 0 14 0 12 1.454e -3 1 NC 14 NC 12 -.063 14 4 max 0 14 12 1.347e -3 1 NC 14 NC 12 TAIL WEN: -.094 14 0 14 0 12 1.24e -3 1 NC 14 NC 12 -.125 14 0 <19.2 811 1:2 =' 813 6 7 max 12 1.'174e -3 3 9094.599 14 NC 0 14 -.186 14 815 817 1: >:397 $88::::<t<::: ><::::: I «:::: 1.41.7 max 0 14 -.217 14 0 12 9.847e -4 3 5750.403 14 NC 12 max 0 14 -.247 14 0 12 9.217e -4 3 5287.416 14 NC 12 .:.;8;- .:.: :.::.;:.; :<,;;:;; Es1;»a;.; :.:.; X269: 4::; ;::1;::::::::;< > <: > >:: >::: >:::: 819 821 10 11 12 13 14 max 0 14 -.277 ................ max 12 8.588e -4 3 4987.076 14 NC 12 12 7.958e -4 3 4817.02 14 NC 12 0 4 k 0: 9)15 ?1!4 61E 4E: max 0 14 -.337 14 0 12 7.328e -4 3 4764.329 14 NC 12 .........:::.:.::18:: ::.:...:.: max 0 14 -.366 14 0 12 6.825e -4 7 4832.416 14 NC 12 -5 >� e-4 10 3 : .:..3�T .......1 #�:. 3t)0:3�339:::�::1::::> :::: >:: >:i::: >::> ::13> max 14 -.394 0 14 12 6.542e -4 7 5043.965 14 NC 12 -.422 14 16 max 0 14 0 12 6.26e -4 7 5452.89 14 NC -.45 14 17 max 0 14 0 12 5.978e -4 7 6177.893 14 NC -.477 11 IOW 18 max 0 14 0 12 5.696e -4 7 7189.493 11 NC -.503 11 19 max 0 14 0 1 0 12 5.414e -4 7 9895.452 11 NC -.529 11 -.555 11 0 1 0 12 n 1 5.141e-4 11 NC 11 NC 4.944e -4 11 NC 11 NG -.555 11 0 1 0 1 .' 4.944e -4 11 NC 11 NC -.587 11 845 847 4 0 13 4.878e -4 11 7637.47 11 NC 1 -.648 11 8 ......... I�It1. 0 849 5 max 0 1 13 4.813e-4 11 4008.589 11 NC 13 4.747e -4 11 2815.331 11 NC 13 13 tsiO -.676 11 .001 13 4.682e -4 11 2233.42 11 NC 13 RISA -3D Version 9.0.1 [Q: \... \...\99- 136045000 - SDC 42 \Calculations 1Chiller Platform 1 -2 snow.r3d1 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: it 74, Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z jinj 1.1 . ... 0.. LC x Rotate r... 7 LC jo Uy Ratio ?:'?;144$263 851 6 max 0 1 -.703 11 .001 13 4.617e -4 11 1898.56 LC n) Uz Ratio LC 1 .,....._NC 11 N C 13 1............x.........12.. 11 NC 13 11 .1� 853 7 max 0 1 -.729 11 .001 13 4.551e-4 11 1689.963 855 8 max 0 1 -.754 11 .002 13 4.486e -4 11 1558.645 NC 13 857 max 0 1 -.777 11 .002 13 4.42e -4 11 1474.112 2 5045- 859 10 max 0 -.799 11 .002 13 4.355e -4 11 1430.081 861 11 max 0 -.819 11 .002 13 4.29e -4 11 1419.044 86 863 12 14P Mit 0 1 -.838 11 .001 max 2 >'9f11 13 4.224e -4 11 1440.241 • 13 865 13 max 0 1 -.855 11 .001 14 4.159e -4 11 1497.482 :':12::::- 2ti008e :.6:::::.::871.)8i4... 867 14 max 0 1 -.87 11 .001 14 4.093e -4 11 1600.708 ................................... ............................... 869 15 max 0 1 -.884 11 .001 14 4.028e -4 11 1770.582 1 871 16 max 0 1 -.897 11 0 14 3.962e -4 11 2050.745 873 17 max -.907 11 14 3.897e -4 11 2545.136 875 18 max 0 1 -.916 11 0 14 3.832e -4 11 3567.815 2276e -3: «::: 2321<:85::.: 877 19 max 0 1 -.923 11 0 14 3.766e -4 11 6692.322 11 NC 14 11 NC 14 11 NC 14 11 NC 14 11 .........NC..........14. 11 NC 11 NC 14 • 879 20 max 0 1 -.929 11 0 1 3.702e -4 7 NC 11 NC 1 881 M23 1 max 1 -.929 11 1 3.702e -4 7 NC 883 2 max 0 1 -.929 11 0 8 3.858e -4 7 NC 885 3 :...................... ............................... max 0 1 -.93 11 0 8 4.014e -4 7 NC 11 NC ............... . 11 NC 11 NC 8 887 4 max 0 1 -.931 11 0 8 4.17e -4 7 8836.304 889 5 max -.932 11 0 14 let 4f�7 8 4.327e -4 7 7069.923 891 6 max 0 1 -.932 11 0 893 max -.933 11 8 4.483e -4 7 6060.702 11 NC 8 ........ ............................... 11 NC 11 :MO% M::•: 8 4.639e -4 7 5439.793 11 8 4.795e -4 7 5051.899 11 4- » ::. 8 4.951e-4 7 4822.911 11 ............... 895 897 9 max max -.933 11 NC 8 -.933 11 NC NC 899 1 ax -.933 11 ......... .......... NC 901 1 max -.933 11 8 : `l 4.31. 4 5.264e -4 7 4717.025 11 7 ...ik..4.i NC RISA -3D Version 9.0.1 [Q : 1..1..199- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 29 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] 903 1 max -.933 11 LC x Rotate [r... LC n) Uy Ratio LC (n) Uz Ratio LC 5.42e -4 7 4824.907 11 NC >l04 905 1 max -.933 11 8 5.576e -4 7 5055.384 11 NC 3 14 907 Jill 1 max -.932 11 909 1 max -.932 11 8 5.732e -4 7 5445.047 11 NC 8 5.888e -4 7 6068.229 11 3,196 NC 911 1 max -.931 11 8 6.044e -4 7 7080.657 11 NC 913 1 max -.931 11 6.2e -4 7 8852.161 11 NC > 4- 541 44: 915 1 ax -.93 11 8 6.357e -4 7 NC 11 NC 917 0 -.929 :%;:OSE::<:.4. >: 'A1:.:914e•3> :1a� €: ::6251::13::: ` 1: >'{ < >':: :N ::: <> 4: 0 8 6.513e -4 NC NC 8 -.928 11 1 NC NC 921 M24 max -.928 11 6.669e -4 NC 11 NC max -.922 it i4 6.537e -4 6754.438 its NC 14 02(t: 927 428:: 929 ::930 :: 931 933 max -.915 11 � 6.404e -4 © 3601.298 2334 >%1'01 m NC 14 m -.906 11 6.272e -4 18 3> :1 11 NC max -.895 11 6.14e -4 a »1:51 >63 11 NC 14 • m -.882 11 6.008e-4 11 0 m :034: 935 086' 951 2> 953 1 max m m ix max max -.868 -.852 -.835 -.816 456 -.796 -.774 -.751 is 0 D -.726 m max .......... INSONON 11 11 11 11 11 11 11 11 11 11 1616.419 1512.35 3 NC 11 NC 11 NC............ .... NC .......14 14 NC 14 NC 14 NC 14 :::::::............... NC NC NC 14 14 14 14 11 0 14 E„ 0 1 -.614 11 955 18 max 4.736e -4 1a3: 4.614e -4 11 11 11 11 NC NC 14 14 0 14 4.491e-4 11 4053.432 11 NC 14 RISA -3D Version 9.0.1 [Q: \...\...199- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 30 • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: ftt Envelope Member Section Deflections (Continued) x [in] LC y [in) LC LC x Rotate jr... LC (n) Uy Ratio LC (n] Uz Ratio LC 2.13. Z4:...... 11 0 14 4.368e -4 11 7723.982 11 957 19 max -.583 NC 14 959 2 max 961 M25 -.551 11 <> >1 :.................::.... 1 -.551 11 .................... : : :a....... 1 4.245e -4 11 NC 11 NC I Vi .s 1 1 PM, NC 11 NC 965 max 11 4.68e -4 7w NC ��!fli::6646k1.7`' 11 NC 967 969 971 4 max -.473 11 8 4.942e -4 7 7550.94 11 NC max max max max 0 0 E max -.391 -.363 -.334 -.305 11 11 11 iD 11 5.203e -4 5.465e -4 7 7 6214.942 5485.562 .001 8 5.726e -4 7 5074.16 .001 .001 w NC 11 NC 11 8 5.988e -4 7 4861.319 E 16.273e -4 E7 4792.8 11 .001 E7 6.887e -4 it © -.275 11 .001 NC N NC © 4845.781 NC 8 © 5016.826 11 N 1190;754 .....il NO ii max -.245 ....................... 11 8 8.117e -4 11 NC E max -.215 11 E7 8.731e-4 i1 E E 1 max 0 ............ 0 -.185 maw -.155 m -.124 11 NC NC 11 11 E7 1.058e -3 It ax -.093 11 8 1.119e -3 8 1.215e -3 3 9148.615 NC 11 NC ?<< max -.031 11 M26 Mtn max max max m o 8 1.325e -3 12 1.435e -3 I >1' NC "N ��,,UU,:..::.: NC C NC NC 1.21e-2 0 NC 14 0 © 1.199e -2 1 NC 6:4g96 14 0 5 1.189e -2 1 NC 4 y^ 14 0 5 1.178e -2 EU .... NC 14 NC iD NC NC .::............... .1..........1358..::;:..:::.::: ::..... ,. ;> :::::. >::;: > <:: >:::. �-- ::<`' >'< < ", -: ......1.... : �. 2�:: 8: 9��38., 3...: 3. �i.:::::::: 1 `IQ .::::.::.:::1,:.:::::.::. RISA -3D Version 9.0.1 [Q: 1..1...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 5 max 0 13 -.038 14 0 5 1.168e -2 1 NC 14 NC 5 1011 1013 4. 1015 1#18 1017 0 0 1.157e -2 NC max -.066 1020: 1021 13 :12 -.075 -.084 -.093 ,15O> NC 40 342, NC 0 0 0 tt -.109 >14r 41101,50e 9418.644 .::..:.................. 0 BWOOMM 0 0 1.093e -2 1.083e -2 9311.527 9440.175 14 NC NC NC agitiltiggg 5 12< 5 -.132 ft11#1: max max 0 0 0 -.138 1>2> 0 0 0 1.051e-2 1.04e -2 FORMECOMEINKIMMIEl 0 NC m NC >59301'= NC NC NC 12: 5 M27 max max 0 0 1.008e -2 Mtn. max min max i' n. max -.161 14 -.166 14 -.17 14 ...;:341 > "' "s -.173 14 0 0 1.007e -2 1.005e -2 NC 9092.953 7278.366 NC NC NC 1051 2 1053 1:84:. 1055 1 max 0 0 13 0 0 0 291788435604.13 1: 5207.431 NC :..:::;lit ag NC max max 1061 11 9.951e-3 9.934e -3 NC NC' .. lit 42 010 alm: -.185 14 0 10 9.918e -3 1 4868.321 14 NC 10 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 32 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: crA Envelope Member Section Deflections (Continued) Member Sec..... :.......:.... x.[in]... .. "...LC........y [in):....::.: LC z [in ..........LC x Rotate (r... LC n)Uy' Ratio LC Uz Ratio LC 1063 12 max 0 13 -.185 14 0 10 9.901e-3 1 4981.715 14 NC 10 tflt �i± lks.«<::>:<:;:::::::>::;::::<: ;::::: >:::::: <:.::: >:: <:: <::< <� ::ter .:: ;: >;: � ><:0: `:-::<::> :::: ......... .. rr ............... 12......... 87 1..::. :'i.�.:.:::::i..::0.::..�.::.: 3:::: 6.: 669e»�::::; #;4::::2?i�i3.93�2:: 1065 13 max 0 13 -.185 14 0 10 9.884e -3 1 5221.825 14 NC 10 e- :.: 1{68..,..,;:.::., :.:..:. ::..:.:::,� ..r;�ir�:...:: : 0 . :.:..:..:1.2....:. ,x.1;::::1::.. :._,..::::fl.:.. ,.;.:� .: �:.: 6. .$�e.:3::..�1.4::.2604.803.. -. 1:.::.:,. �iC..:..:3..: 1.067:, 14 0 13 -.185 + + ::: 5626.614 14 NC + $'a e - $ 9 m 'e - ............ +•• 15 0 13 -.184 + • $ + + .::.......:: + 16 0 13 -.183 + • : 7322.699 14 NC $ " :::. + + 17 0 13 -.181 + 9.818e-3 9158.445 14 NC > <,<:::::<::< ><: »>:i. >::::» ;'1:2....:.:.,l��.'�....... - :45:6 >�#1:�> : >;1: >:> >: >: >: >1\tC >:: » >:» : C+ 18 0 13 -.179 + 9.801e-3 NC 14 NC Y 9 p 9 i 0 B ' ............ !!yy{��{[[��.//(( . �:.:::�... :: Y.I.. ::':'v is • + 19 0 13 -.176 + 9.784e-3 r1 NC 14 NC •s• + 20 0 13 -.173 + 9.768e-3 NC 14 NC as+ + : 1 0 13 -.173 + 9.768e-3 NC 14 NC JF,., P 0 � 1083 2 0 13 -.17 + : • ' NC 14 NC •s: + : 3 <. 0� ..... 13 ...:.- .168... + 9.936e-3 NC 14 NC +: 4 0 13 -.165 d+ : ++ $ $ 6 +: • 5 0 13 -.162 + + • + • 6 0 13 -.158 + • 1.019e-2 + • 7 0 13 -.155 + + +' 8 0 13 -.151 + + 4 9 K .�6 + • 9 max 0 -.148 0 .::::::::::: . ::.::::.. : ...................: 0913.' 1099 10 max 0 -.144 0 tItI1 max 0 13 -.132 14 0 8 i.::................. . max 0 13 -.128 14 0 8 max 0 " -.123 0 8 1 ax 1 -.119 -.114 14 i>: 1 ::..:::::: : : ::::: :::: ::::: : :::: ::::::: : :: 1 NC 14 NC NC 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 Jan 26, 2011 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] 1115 1 max 13 -.109 14 LC x Rotate [r... LC n) Uy Ratio LC n) Uz Ratio LC NC 8 1.12e -2 14 NC 1117 1 max 13 -.105 14 8 1.128e -2 1 NC 14 NC 1119 1121 2 max ....... ..... ............................... M29 13 -.1 14 4 max 13 -. 1.137e -2 1 NC 14 iu� < •t> NC 14 0 4 1.137e -2 1 720.776 14 NC $4e. 13 -.094 14 0 14 1.143e -2 1 765.042 14 NC 14 1123 max lint 1125 max 4.1:2 13 -.088 14 0 14 1.149e -2 1 815.633 14 NC 14 1127 ax 13 -.082 14 13 1.155e -2 1 873.785 14 NC 13 1129 1 1131 ........1.2 18 max m 0 -.065 14 14 1133 max 13 13 :I 6 :>:<;::4; 1 14 N NC N 14 13 1.173e -2 1 1111.867 14 NC 13 1135 max -.059 14 13 1.179e -2 1 1137 MO 1221.66 14 NC -.053 14 2 1 m -.048 :13.95 14 1 m -.042 14 1 m -.037 14 1 max 1 -.031 WAIF -.026 m m max m m max max 13 0 14 0 1.185e -2 ;7 50 1.191e-2 1.197e -2 855. 1.203e -2 886-, 1353.861 E1 NC 1515.421 14 NC 1716.427 44 831 193 1972.074 1 14 N NC 2306.322 14 NC 2759.225 14 NC -.021 -.016 -.012 14 © 1.221e-2 14 © 1.227e -2 1 1 3403.053 14 4382.622 14 NC NC -.008 -.004 a� 14 14 1.233e -2 1.239e -2 '0 1.246e -2 ]3096= 1.252e -2 0 1 1 6036.284 14 NC 9379.955 14 NC 1 - 6.729e -3 1 10 NC Vag 14 NC NC NC 4:30i :.::s NC NC 14 100 i...i'1.::....... .. ... .. max mu 0 i3 13 -.027 14 1167 4 max -.009 = 01" -.018 14 14 13- 6.738e -3 1 0 13- 6.747e -310 436844 =NOM 13 - 6.756e -3 10 NC NC ..................:..:. NC 14 NC 14 NC 14 NC 13 RISA -3D Version 9.0.1 [Q :1... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] 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: s34 Envelope Member Section Deflections (Continued) 1169 1171 Member Sec x [in)LC.. :... :.v RI LC .:: ? [In LC x Rotate Cr... LC (n) Uy Ratio LC:: (n) Uz Ratio LC 14 NC 13 14 NC 13 �€.2.....7.1`4e»2.. :.., :1:<:; .7�i42:; ;<; 1;;; :..:::::.....:...........,..... 5 max 6 max 1173 7 max 0 13 -.035 14 0 13 -.044 14 0 13 - 6.765e -3 10 NC 0 13 - 6.774e -3 10 NC 0 13 -.052 14 0 13 - 6.783e -3 10 NC 14 NC 13 1175 8 max 0 13 -.061 14 13 - 6.792e -3 10 NC 2: X 121 1177 9 max 0 13 -.069 14 0 13 -6.801e-3 10 NC 1179 10 max 88. 451. . ..:55..5 0 13 -.077 14 0 13 -6.81e-3 10 NC 1181 11 max 14 NC 13 14 NC 13 1.2'. 14 NC 13 13 -.085 14 13 - 6.819e -3 10 NC 1183 12 max 0 13 -.093 14 0 13 - 6.815e -3 14 NC 14 NC 13 14 NC 13 1185 13 max 0 13 -.1 14 0 13 - 6.792e -3 14 NC 51359�3v8; 1187 14 max 0 13 -.108 14 0 13 - 6.77e -3 14 NC 14 NC 13 1: 14 NC 13 1189 15 max 0 13 -.114 14 0 5 - 6.747e -3 14 NC T 1191 16 max 0 13 -.121 14 0 5 - 6.724e -3 14 NC :IIn: X1 5" 2 1193 17 max 0 13 -.127 14 0 5 -6.701e-3 14 NC 1195 18 max 0 13 -.133 14 0 1 - 6.679e -3 14 NC 1197 19 max 0 13 -.139 14 0 4 - 6.656e -3 1 14 NC 14 NC 1 tr 4 14 NC 4 NC .................. 1:2;.....x:279...,..1., 0......... 1199 20 max 0 13 -.144 14 0 13 - 6.633e -3 14 NC 1201 M31 1 max 13 -.144 14 13 - 6.633e -3 14 NC 1 109 2 1203 2 max 0 13 -.149 14 0 13 - 6.632e -3 14 NC 1::2€14 ........ ....... 1205 3 max 0 13 -.153 14 0 13 - 6.63e -3 14 NC 1207 4 max 0 13 -.156 14 0 13 - 6.629e -3 14 9893.75 14 NC 13 14 NC 13 ? > 12 14.:.:::::: NC 13 14 NC 13 14 NC 13 1209 5 max 0 13 -.16 14 0 13 - 6.627e -3 14 7918.026 1211 6 max 0 13 -.162 14 0 13 - 6.626e -3 14 6789.475 1213 7 max 9 13 -.165 14 0 13 - 6.624e -3 14 6095.45 14 NC 13 14 NC 13 14 NC 13 1215 max 0 13 -167 14 0 13 -6.623e-3 14 5662.227 14 NC 13 1217 9 max 0 13 -.168 14 0 13 - 6.622e -3 14 5406.923 14 NC 13 x 1219 10 max 13 -.17 14 13 - 6.62e -3 14 5288.794 14 NC 13 RISA -3D Version 9.0.1 [Q: \... \... 199- 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: rr(14 Envelope Member Section Deflections (Continued) Member Sec 1221 11 max x [in] LC y [in] LC z [in] LC x Rotate [r... LC n) Uy Ratio LC n) Uz Ratio LC 14 - 6.619e -3 14 15290.821 0 13 -.17 14 0 14 NC 14 1223 Attit 12 max 0 13 -.171 14 0 14 - 6.617e -3 14 5413.141 141 NC 14 .................... 1225 13 max 0 13 -.171 14 0 14 - 6.616e -3 14 5673.084 14 NC 14 .. .............. 1227 14 max 13 -.17 1 4 3 14 6111.819 14 - 6.614e - y:3Or44ar, .,: :6 14 NC 14 1229 15 max 0 13 -.17 14 0 14 - 6.613e -3 14 6812.928 14I NC 14 1231 16 max O 13 -.168 14 0 14 -6.611e-3 14 7951.466 14 NC 14 1233 17 max 0 13 -.167 14 0 14 -6.61e-3 14 9943.15 141 NC 14 1235 18 goc max -.165 14 0 14 - 6.608e -3 14 NC 14, NC 14 1237 19 max 0 5 -.162 14 0 14 - 6.607e -3 14 NC 1239 20 NIX 14 NC 14 max O 5 -.16 14 0 14 - 6.606e -3 14 NC 141 NC 14 ":'•.j•{••: • v •:• •iii: i:•ii:•i: i:. :::::;: 1241 M32 1 max 0 5 -.16 14 0 14 - 6.606e -3 14 NC 141 NC 14 1243 2 max O 5 -.157 14 0 12 - 6.653e -3 14 NC 14 NC 12 1245 3 max 0 5 -.155 14 0 12 -6.701e-3 14 NC 14 I NC 12 1247 4 max 0 5 -.152 14 0 12 - 6.749e -3 14 NC 141 NC 12 1249 5 max 0 5 -.149 14 0 12 - 6.796e -3 14 NC 14 NC 12 1251 6 max 0 5 -.146 14 0 12 - 6.844e -3 14 NC 141 NC 12 1253 7 max 0 5 -.143 14 0 12 - 6.892e -3 14 NC 14 NC 12 1: 1255 8 max 0 5 -.14 14 0 12 - 6.94e -3 14 NC 141 NC 12 1257 9 max O 5 -.137 14 0 12 - 6.987e -3 14 NC 14 NC 12 1259 10 max O 5 -.133 14 0 12 - 7.035e -3 14 NC 14 NC 12 1261 11 max 0 5 -.13 14 0 12 - 7.083e -3 14 NC 141 NC 12 1263 12 max 0 5 -.126 14 0 12 -7.131e-3 14 NC 141 NC 12 1265 13 max 0 -.122 14 0 12 - 7.178e -3 14 NC 14 NC 12 1266 ........ 1267 :: »: 21 1 14 max 0 5 -.118 14 0 12 - 7.226e -3 14 NC 14 NC 12 ............................. 0 1269 15 max 0 5 -.114 14 0 12 - 7.274e -3 14 NC 141 NC 12 1271 16 max 0 1 14 12 - 7.322e -3 14 1<; NC 14 NC 12 1273 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 Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: -74 Envelope Member Section Deflections (Continued) Member 1275 1277 LC x Rotate Fr... LC 18 max 0 5 -.101 14 19 max 1279 1281 M33 41fF:::i::::ij: 1283 fin) Uy Ratio LC„ NC 14 NC 14 11 - 7.417e -3 14 2» - 1111e -21 1- 12 - 7.465e -3 14 ....... 5. 1 1::192: ..................... 20 max 0 5 -.093 14 0 8 - 7.513e -3 14 NC 14 83 :1': max 0 5 -.093 14 �04 8 - 7.513e -3 14 778.069 14 ... - ::i::::::?>::: max 0 5 -.087 14 0 4 - 7.545e -3 14 825.748 14 max 0 14 -.082 14 0 4 - 7.578e -3 14 880.247 14 : -: f.:SS:ii•:i:: ••iii:! %!!.•:: !;: �:: �: •: !iii: �:.i %.,,; . :...ii:4; {. ; %.:: ::i!i !ii- iii:- :iv:+�,.{,..:i.i:SCi4:i. i:5::1Q /,:.�. M. .:...;:.,;... iim:: ��� :::.:i::!'.:yj::�:�:::':::'::: '::i::':: v�'.:::�.:i:.:'.i ::. ' :: iiiii:::. ::'':`:::,:'.`::::i1:2'�i ::::i:::�:is1:iY .::: is :::: :: i:i �:j is iiiV i::: ?i�: is i 4 .. 1. 9e.2. ...1......444:i41'2•::i i::::1:::: +: max 0 14 -.076 14 0 4 -7.611e-3 14 942.897 14 € 0 .. 101. »1' > - '1 1 1<> . NEVER a1 >'<' < max 0 14 -.071 14 0 4 - 7.643e -3 14 1015.395 14 max 0 14 -.065 14 0 4 - 7.676e -3 14 1099.942 14 .1:2:: <: ::;: »: : -.1:3. :1::::: >• • ::::::: >:0. >: <::: >:1:4::: »11::56 2:: <:'1::: >:::<55517 :;::: > >1::::: max 0 14 -.06 14 0 . 4 - 7.7609e e -3 14 1199.4392 : > 14 ;i....;:.i< :•;:i» : 42.. 6.:- 0i€ .i:0:- 4...::. Uz Ratio LC NC 11 NC 12 1285 • 1289 ............... 1291 1293 1295 2>` 1297 1299 1301 1303 8 max 1305 14 -.055 14 0 4 ` 14 -.049 14 0 4 - 7.769e -3 11 1460.216 14 8«< < < :1`> >< ': ' '° ' << : >< <` 1 _ 1 :: ..., > .::::::::.:...........................................................................:...:...............:.:....::.::......................... ............................... 0 max 0 14 -.044 14 0 4 - 7.795e -3 11 1634.328 14 <:;�:: >:... r�.0...... .....x............1.2........., 1787 ......................... 0:................ �.. 1-.... 8' 3�2 ..:.'1....:.�2���1.2.....1.... 11 max 0 14 -.039 14 0 4 - 7.822e -3 11 1850.957 14 ::;:.r >:: >:;; > :4. 2: >:::< -. 7 : >:: »::: »:::1: <;:- :: >Q:: :::.:::.:: <:14:.::1.1:89e- 2.- : :1::: »935M868:;:.; >:::1 :: > ::: 12 max 0 14 -.034 14 0 4 - 7.849e -3 11 2126.479 14 -7.741e-3 14 1317.748 14 1 1307 max 14 max 1309 1311 1.313 1315 15 max .........:.................. 16 max ........... ............................... .......................... .:.................... # 1.............14....1..�1.95e�2 � -1 > >' < >18�"� >33> ........... . 0 14 -.029 14 0 4 - 7.876e -3 11 2486.718 14 > :` : : ><? : `12 - 0 :; < >-' <':» > >14 :' -1= 202 2 Rtg 1 tZtO ] «: ; 1 0 0 4 - 7.903e -3 11 2974.844 14 <1504.733:.<: :: :1:: 0 14 14 0 4 - 7.93e -3 11 3668.75 14 13< >< 14 ;- '1214 2 1 :» 85 .9 > . . . 1. 6946.. 0 14 14 0 8 - 7.957e -3 11 4724.52 14 ? >> 1�l;:..;- .1..,22e��.i; 14 0 8 - 7.984e -3 11 6506.831 14 14 -.024 14 -.02 -.015 -.011 1:10. -.007 17 max 0 14 18 max 0 14 1317 19 max 14 0 14 -.003 1 14 1319 1321 1323 M34 MiiiiiiMMERNO 20 max 1 2 14 max -.471 10 max -.471 10 3 0 0 0 8 -8.011e-3 11 0 8 - 8.038e -3 11 NC 8 NC 4 NC 4 4;. NC 4 14 NC 4 ~< «[ > >><: >14< NC 4 NC 4 NC 4 NC 4 ........................ NC -4 NC 4 NC 4 77, 1 > =1 NC.. ..4 .. :1'€ NC NC 4 NC 8 NC NC 14 14 NC NC €:14:: 0 2 -8.065e-3 11 NC 1 NC 2 1 0 1325 1 - 1.007e -5 12 1 - 1.724e -5 12 NC NC 1 11 NC 5376.253 1 1 ax -.471 10 0 11 .022 1 - 2.442e -5 12 NC 11 2924.932 1 ':.:.. .....��......�...� ............. ���...... �... �. ..........��.�........�.�...��� .... 5.....$ ��I` 74K. Y. �. a•::?M.::•..".�9..742;12.:,1.91 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 37 max RISA -3D Version 9.0.1 • • 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) 1327 Member Sec x [in] LC y [in] LC -.471 10 4 max 0 11 z [in] .032 LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 1 - 3.16e -5 12 NC 11 2130.728 1 5$ 1329 5 max -.471 10 0 1331 6 max -.471 10 .001 11 .041 1 - 3.878e -5 12 NC 11 1754.461 1 - 4.595e -5 12 NC 11 1549.154 1 1333 max -.471 10 .001 11 .057 1 - 5.313e -5 12 NC 11 1433.477 1 1335 8 max 1337 9 max 1339 10 max -.471 10 .002 11 .065 1 -6.031e-5 12 NC 7:7:€3;:_ 32 : .... :...:..:.............. 0'i. .p36 . 14 ....1.28er4...... . -.471 10 .002 11 .072 1 - 6.748e -5 12 NC 11 1354.797 1 .82 ::::::::::::::> ; > > :::x:01:2 6.. .:::.. 039:; >::«::: 1:4::: x:1:.371 e•4:.: :.5::::::2069.:082.:.;:x+. >:::: ":1:753x305 -.471 10 .002 11 .078 1 - 7.466e -5 12 NC 11 1370.095 1 .................. . ��.`-�, : ... ea ..118..:1 8:..:::::.1..7..73.1:51. . ::............... - 8.066e -5 10 NC 11 1418.724 1 11 1373.783 1 ...................:.. . 1341 ... : ::.:..::......... . 11 max 1343 -.471 10 .002 11 .085 12 max 1345 13 max -.472 10 .002 11 .09 1 - 8.599e -5 10 NC 11 1504.362 1 :i: iiii: sYM. J: i:: i::':: �' is4::' i•' �: Tf:.: S... i:}: �' :ii':�::'::::: %::k'�:i�47 :i:iii '!:�:4!: .. �. t�... �F.: S.. T... �. ...�...��4.l.YY....?11.......�. .... .. ... .... -.472 10 .003 11 .096 1 - 9.132e -5 10 NC 11 1636.209 1 »;82;::::'::::;::1::;::: 1347 14 max -.472 10 .003 -.472 10 .003 11 .101 4 - 9.664e -5 10 NC 11 2321.587 4 1351 1 max -.472 10 .003 11 .107 4 - 1.02e -4 10 NC 11 4 17:11 :37:' . 4 11 1 - 1.073e -4 10 NC 1 .112 2693.788 4 3278.19 4 1353 17 max 1355 18 max 1357 19 max ?1:42N2; 1359 20 max 032 -.472 10 .003 11 .117 4 - 1.126e -4 10 NC 11 4282.282 4 .A375273: ::1�# ... ... � ... , 2.1 ..e*4..........1#i•20 �17....€'`...... . -.472 10 .003 11 .123 4 - 1.18e -4 10 NC 11 6330.682 4 :6468 69 >::11: -.472 10 .003 11 .128 4 - 1.233e -4 10 NC 11 NC .886 >; >':6 " >: <': » > "' >" -.472 10 .003 11 .133 4 - 1.286e -4 10 NC 11 NC 1361 M35 1 max -.78 10 :1362 1363 2 max 1365 3 max 0 1 1.595e -4 13 NC -.78 10 .001 7 .002 1 2.292e -4 13 NC 7 :.,.:::.. OE3: 1:, .:,.. :1.0 :..:::,::..ii#I1..:..� -.78 10 .002 7 .005 1 2.989e -4 13 NC 7 NC NC 1 4821.423 1 1367 4 max -.78 10 .003 7 .009 4 3.686e -4 13 NC 7 2807.15 4 >0t 1369 5 max -.78 10 .004 .013 4 4.383e -4 13 7694.59 7 1869.994 4 1371 6 max -.78 10 .005 7 .018 4 5.08e -4 13 6317.294 7 1350.988 4 X72:: - 4 794k 4. 1373 7 max -.78 10 .006 ........ -.78 10...... .007 1377 9 max ..::...................: -.78 .023 4 5.777e -4 13 5440.008 .029 4 6.474e -4 13 4855.023 .036 4 7.171e-4 13 4460.889 10 .007 7 1030.122 4 7 816.558 4 '9 1 55 7 666.627 4 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 :1...1... \99- 136045000 - SDC 42 \Calculations\Chilier Platform 1 -2 snow.r3d) Page 38 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 1''l /"L 2:19 PM Checked By: Envelope Member Section Deflections (Continued) 108 : :.: x jin] LC y .[.. n] LC Member Sec LC x Rotate [r_.. LC (n1 Uy Ratio LC (n) Uz Ratio LC ''[ :1.. 1381 1 ax -.78 10 ........ ............................... .008 .051 4 8.564e -4 13 4057.998 7 474.284 1383 1 max -.78 1385 1387 4 10 .009 7 .059 4 9.261e-4 e-4 13 4010.573 7 410.209 4 ,:.::... Q19......_.: 1i�.. :::::<�::i02: %........:€4....:. 4 ::.:;; >:.::::::;: ; : 0:46 ....: ..... ........................ .......... :::::.:....:.:.:..: -� �..:e- 4.:._; ���...'t29 -.78 10 .009 7 .067 4 9.9.58e -4 13 4064.777 7 359.517 4 14 max -.781 10 .009 Iii' ;:_1 >';`;; >'` > >> 2; 4239.442 7 318.691 285.309 4 1389 1 max -.781 10 .009 7 .084 4 1.135e -3 13 4579.568 7 � l :• ?:i.f....i: ii:: '! 4... ...i .V: :::M i:::...::: is x ''' • 1391 1393 1 max -.781 10 .008 -.781 10 .008 17 max .093 4 1.205e -3 1315184.375 7 1395 18 Intif max -.781 .102 4 1.275e -3 13 t 6293.81 tisir IlitfWfzr 257.656 4 234.492 4 1397 19 1399 20 max -.781 rii '€ 1 38'1: max -.781 10 .007 7 .112 4 1.344e -3 13 8636.617 7.. :. :;214.898 4 NC 7 198.182 4 10 .006 .121 4 1.414e -3 13 10 .005 .131 4 1.484e -3 13 NC 183.815 4 4400 1401 M36 max -.778 10 1403 ....... .4:................... max -.778 10 1 3.112e -5 12 -.001 12 2.611e -5 12 NC 7 NC 12 -.003 12 2.11e -5 12 NC 7 7946.261 12 t.��:r..:::::::sl������::::r. iii::::: �. i�. Tit�a�3':.�i�:V'::4�k�1?.�,�1F:''�AA. •,,��.��.. .j:�'.f:`�•• ... NC NC 1405 max -.778 10 1 1407 max -.778 ........:::::::::........... 10 .001 -.005 12 1.609e -5 12 NC 7 4808.68 12 1409 1411 6 2.. ................. ............................... max -.778 10 .002 -.007 12 1.108e -5 12 NC 7 3312.567 12 1413_ 7 max -.778 max -.778 1415 1417 1419 10 ....1w358 max -.778 max -.778 ifdlit `;` -1 `: 10 .002 "f ... :... -.01 12 6.064e -6 12 10 .003 7 -.013 12 1.052e -6 12 • :::::::::1:4i' :' :": :::: ::::: :i::: ;:: :i:0 4 1' ;:xf9' I' NC NC 2457.73 12 99 1�A914.91 12 7Th 10 .003 -.016 12 - 3.96e -6 12 NC 7 1545.215 12 10 .004 -.019 12 - 8.972e -6 12 NC 7 1280.462 12 1421 ..... 42'< max -.778 1 0 .004 -.022 12 - 1.398e -5 12 NC 7 1083.531 12 11 1423 12 1425 13 1427 .......: 1429 1431 14 max -.778 max -.778 max -.778 max -.778 10 10 .005 -.026 12 - 1.9e -5 12 NC 7 932.624 10 .005 .006 • 4999 40 7 -.029 12 -2.401e-5 12 ..4...13, 7 -.033 12 - 2.902e -5 12 NC 7 814.174 ft 12 NC 719.343 12 15 max -.778 10 10 .006 -.037 12 - 3.403e -5 12 NC 7 642.153 12 .006 -.041 12 -3.904e-5 12 NC 7 578.43 :2 :. .:.i; :'::ttV'Y:; ::::% v!+ :; i ' k:` 3=.4 3 e M: ?::5 :1009 9 1 :' g 28 :16f :; -.046 12 - 4.406e -5 12 NC 7 525.185 16 max -.778 10 .007 12 12 RISA -3D Version 9.0.1 [Q: \... \... \99- 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: Oh, Envelope Member Section Deflections (Continued) Member Sec 1433 1434 1435 1 1 1437 1 x [in] LC y [in] 10 .007 max -.778 ax -.779 max -.779 10 LC z [in] LC x Rotate [r... LC n) Uy Ratio LC n) Uz Ratio LC 5 12 - 4.907e -5 12 NC 7 480.229 12 .008 -.054 12 - 5.408e -5 12 NC 7 441.924 12 10 .008 7 -.059 M37 max 1447 1448 1449 max max max max max -.779 -.459 - .4�5■9 fig Y [80.7Y'::i:: -.459 113307 -.459 ....................... -.459 0 0 .002 .003 -.063 0 -.006 -.012 :1 02 > ' -.018 -.023 12 - 5.909e -5 12 NC 7 409.025 12 - 6.223e -5 2.474e -4 3.103e -4 3.732e -4 4106e-4 380.574 NC NC NC -.459 .004 .005 .006 -.028 -049 -.033 5.619e -4 -.037 66:8 4* .. ....... 6.876e -4 13 f=12 :: 13 6987.541 3284429 5735.36 4961735 4937.747 4k3a :84 4405.833 :1736:A93 2798.009 ............................... 1480852 2482.1 1400104 1457 1458.. 1459 1460 1461 #:462 1463 :.......... 1465 .436: 1467 488: 1469 :141:. 1471 4'x2 1477 1478; 1479 1481 1483 €" 484: 1485 3 max max max :tl�trt: max max max max max max max �fliii#i€< max Miff:; max -.459 -.459 .006 ......y4008< : :: .008 .007 .007 11 11 .::::.:...................... .007 11 .006 11 .006 11 .005 11 .004 11 .003 .002 -.041 -.045 -.048 -.05 -.053 -.055 .... -.057 -.058 -.06 .... . -.062 -.063 -.064 10 7.505e -4 1 -4 284e -4 €: 12 8.134e -4 >1' >' M647.64 12 8.763e -4 12 9.392e -4 `7":4 12 1.002e -3 >: 41864 12 1.065e -3 €0994 12 1.128e -3 4047.367 288'i 6 3813.956 13 3636.935 3685.542 029428i 3843.378 12 1.254e -3 1.317e -3 r:.:. ::�4Me'* 1.379e -3 749i4:e"4: 1.442e -3 NC : < >I < <` NC NC , �/�,}.■n' Vii: :�:YY�:i'v� ::�::�!:; MOO:. i:�.RT::: �:i:Si!!4�Y :! ��: �:..... Y .: {:1f:Y.+•:4$ ::i!v��:�:��.• '. ::i:{ �` ii.� %!iL!i vvl�: max -.614 14 .001 7 .02 1 - 2.9e -6 12 NC 7 NC 1 RISA -3D Version 9.0.1 [Q : \... \...199- 136045000 - SDC 421Calculations \Chiller Platform 1 -2 snow.r3d1 Page 40 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 fn) LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC 5n) Uz Ratio LC 1487 4 max t { ..... 414.571Y.vi:I-: -.614 14 .002 7 .03 1 2.471e-6 12 ii:.i:. }:::. ;;....,: :'.;:. >} i }:.i :.ii; :. }i:.i:.i:.i - -- -;':.;:.i:.i::.};'::' ::.- . } }:.::. } ::..:::....:: } } }:: ;;••. }•: }: ;::, };..,..,.. :i:'.i:: •.:.i }..:..:.} -1826 k:- : >1'3::. NC 1489 149'' = =` 0 1491 max max -.614 14 .003 7 .04 1 7.842e -6 12 00:x. > > >: =<:1 «<::> : >» 006. :1{}<. 024 >< >:::::14>: x:1:;:9 e- 41 1493 max 1495 max 1497 max 1499 10 m -.614 14 .004 7 .051 4 1.321e-5 12 NC 7 473.352 4 0'i:: 1 0 < 03 :'< >;< '::':' -' =1' .`< >< - ' '4�� � >1> -.614 14 .004 7 .061 4 1.858e -5 12 NC 7 390.881 . :...:;!.::. } :.;..! ..... . ' <• }:- 1i.0E�'�::: >:: >i }i�. iii;>::>:: - -; 009: ���:` I0< �>= Q3»'' 4 >����0 W4` 1' > <' < <`''['M 3.446f$6.1 -.615 14 .005 7 .072 4 2.396e -5 12 NC 7 332.158 4 . ♦,A/���hAwk,,e >a tww,, =YWI jj������1jw.i,SS'{ �(� :31.04m at >:..14:; ::::::1.iMM2:;:: ::: �:::::::::::: fM�::: ::: :.::�T✓:.::::::::k�: }:: :::. v�.�:. v:::.�,�.�/.�:Tv:: v.'A'1l:: .::::.:::[.��:: iii:i:::�t.0:> :4.:� .�........ -.615 14 .006 7 .083 4 2.933e -5 12 NC 7 288.271 4 igit..046.0641HIT AO: 021' ' -.615 14 .006 7 .094 4 3.47e -5 12 NC 7 254.269 4 1501 11 max -.615 14 .007 7 .106 4 4.007e -5 12 NC 7 227.182 4 1502T'> > < =T 1503 1505 12 max 13 max ....... :. . • >.' }1�€3�2''`'<1« :: ><:=� ::.4''� <'�1'� ><` > "...::3 -< <> >< r::. '; .'33< -.615 14 .008 7 .117 4 4.544e -5 12 NC 7 205.119 4 .J>�1::iVL:G:: %% % =:��: :::i.•..�.il:�:� % % % %:i'i 1:#} %�::i'::i�5�f % %; %�:4... �r1':��.�"'.,..�% i�`;7" f:'.f: }.�� %':fi3i>: :1J:''3fi20961::: -.615 14 .008 7 .128 4 5.081e-5 12 NC 7 186.822 4 1507 14 max 15 max #342e~t; -.615 14 .008 7 .14 4 5.618e -5 12 NC 171.418 4 »: 8<= >1 >' <`I <€1 IMP 10 t:; 3 . -.615 14 .009 7 .152 4 6.155e -5 12 NC 7 158.286 4 1511 16 max 1513 17 max 1614 1515 18 max 181 1517 .. ...........................19 max :: X18 : .............:........... . . . .�- - .:...:.... tai 1519 20 max 1521 M39 1 max 1523 2 max 1525 3 max 1527 1529 1531 1533 max max max max :.rte " 1535 8 max 14 .009 7 .163 4 6.692e -5 12 NO 7 A1w4�6.968 4 11n //nJa ■R� y}y} ��YyyyS� :: �.:'y��y��..��.(yy(��ffYyyY :L!;i::.... ;s # %s -:{:{���.LLL�.:; > <�;; % ? %: :::.�' ���'�;v'�� :r . ... �............ f�Mi: -: } } }:.:::_:�fiY.3]::: }:•iif��l!..: ::• ;i::: ��....�4Y..TY.... �..:.... :. [ w�.........:��..X�if:�l4. �. 14 .009 7 .175 4 7.23e -5 12 NC 7 137.124 4 .:.41:a16_.::t 1814004 >3 -.615 14 .009 7 .187 4 7.767e -5 12 NC 7 128.49 4 .:::::::::. ...'�. 22;:.:;.!,1...::::: .:.......#li��:: >::> :: >::'�; >:: »:::::..1i .:.---.. 1�..::>::;::> ��1�: :::: >:: >::;:::::1:4...::4'156�4 >13 >: »:::::::SIC < » »:: > i:t#::: :: > <:: >:::1�`� >`>`' ...:..... .......... -.615 14 .009 7 .199 4 8.304e -5 12 NC 7 120.866 4 5VG....., 4 8.841e-5 12 NC -.615 14_ .009 7 • - gj ' ,j -.925 14 0 1 0 1 9.931 41.161.9t4::::0 a -5 . 13 «<; . Q 1 ?- >> C -.925 14 .001 7 .001 4 1.352e -4 13 NC 7 NC 4 ..:. 86:.,.:..1=..... 4 .. .........0 .............6....206 \1'' >> 7 .003 4 1.711e-4 13 NC 7 8132.398 4 `l ` -.925 14 .002 114.089 4 -.925 14 .003 7 .005 4 2.069e -4 13 NC 7 5108.837 4 ..i.4�.'F�Yi�!i.: -':.:; .i:y:?f..y�,�{l/.�, -- .. ... . ��.........L.1:71N: ?:��::: -.925 14 .004 7 .007 4 2.428e -4 13 9144.558 7 3630.236 4 } :::!.:.. iii�„^ .'.;v:.: !iv. ii: i. -:v:! -.} .f,.wy:iiiii.:.i..xM.�Y; ✓'vii ?i }i }: y'.:.:.:.i:.i: -i ::.. i ..; '.. .::.9��'.)( vi -.i }w/: ?:::: }::ii i� .' ��. }i•': v::.:;.::'v: '.:.:- ::v::4 . ::.- i:!::.:. }::.:. -.. :.: ...i��.I�.iMif } }ii ii }iii iii}i ir( �.} IM.'•}i i}}--} �W�}- Mi} i}:• i} �iiil i' Fiii:.! �. �i:' M�: 1W�f✓. � }.ii�•Krii.i`i }ii }�M!i } }i:: ^.i i :��:} i } }: iii:��ii }'ii }} i:�:3.} -.925 14 .005 7 .009 4 2.787e -4 13 7487.772 7 2764.671 4 ::...1.. 466...:::....:...:::.::.. �1. �€..:..:.:: 1 :0 ............................. ... -.925 14 .006 7 .011 4 3.145e -4 13 6432.23 7 2202.478 4 :,::::.:::.:.::.::.,:::::::.:, iiiii:::» :: » :»,.:.,,::::.::.::::::::::..,:,.::::::..::.. .:::. : : :. : :,. : :. : :. : : :,. : :. :., :. :. :.. : : »,,, : :.,,. : : :. : : : :, ::::. : : :. :.,.. : :. :. :,,... : : :... :,..: :< <. : `a4�6'�;? � "� >' > »` : :- f��� > < > <`�1��''�' »':0` > :` >1?�` ` :2 :838`1 �`` > "�J <�.... :..�ft�> `' : : >��C; >''= <': >8> -.925 14 .007 7 .013 8 3.504e -4 13 5727.677 7 1811.464 8 ' OM - - :.;iii 1537 9 max -.925 14 .008 7 .016 8 3.863e -4 13 5251.807 7 1508.716 8 $38: 1i6 02 >; <1~3? 72ii. d'... RISA -3D Version 9.0.1 [Q :\... \... \99- 136045000 - SDC 42 \Calculations\Chiller 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: 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 1539 10 max -.925 14 .009 7 .019 8 4.221e-4 13 4940.352 7 1282.277 8 .f ': is .. ' : .:..::..:::: :. :,::...::::::.::....;;; >; » »:: : > »; ; >' ' .. ; >:; <:: ., 0 : <2::; �� �:.. '> >:1:2::: ; » » <' ..: °�><> »<> »'��#;::: >7532;:0.6:...1 �' ... mII�........1;. 466.::;<,.: �€<>>><..: �., 02<>><» '1#} € >:..:.....0� >< >!<�3:.::3�7 .1 ..................NQ. 1541 11 max -.925 14 .009 7 .022 8 4.58e -4 13 4759.837 7 1107.894 8 ::::::AA 86......11.......:.. 022........ 1w ......._ 00- ....... �€. 8... 4_ tl8�e »4::2:::«::>:NC<:<:;: 1547 1549 15501 1551 52 1553 4:54€ max max fl max ............................... €tTIt1 -.925 -.926 -.926 .031 .035 .038 M60.80 -4. 5.656e -4 13 -.926 14 01 14 .009 :nun: max .049 .052 7.45e -4 F4 7.808e -4 6.075e -6 3.299e -6 4949.562 5339.402 6036.85 NC `'> 7319.915 NC NC 1:14: 1565 1567 mi l max max : 57.: 1573 1:57:4 1575 1676 1577 1576: 1579 ............................... - .922 + ... -- 1'l4M3`iii -.922 -.922 -.922 7 max -.922 max -.922 max -.922 ... ............................... 10 max -.923 1583 14 1585 ice: ........................:...... max max min' max ........ -.923 -.923 -.923 .002 .002 .003 iggiNeggifi NC NC NC -.001 .00.5 .006 .007 . 1 .................... .007 gigetggi .008 .....: 021>> .009 .009 0 0 .002 - 7.803e -6 - 1.058e -5 NC .004 .006 .007 10a...847: 5836.946 4288.589 max max • -3.001e-5 1591 16 max -.923 14 .011 .013 12 - 3.556e -5 12 8488:78 NC 2229.695 4 6O 1894.247 RISA -3D Version 9.0.1 [Q:\...\... \99- 136045000 - SDC 42\Calcu]ations \Chiller Platform 1 -2 snow.r3d1 Page 42 • Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 LC Jan 26, 2011 A4/ 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x jin) 4 1593 17 max -.923 1594 <': < >< : :<iiTf. ; " :.< ".. gin j LC z din] LC x Rotate (r... LC (n) U.y. Ratio LC (n) Uz Ratio LC .;:.;;;::.; : ;:.- :;: ;{/.�� ..........T}'...... .. �.. .. .. �..��ff��✓��.... 1595 18 max -.923 14 .011 7 .015 12 - 3.833e -5 12 NC 7 1639.266 12 14 .012 7 .017 12 -4.111 e-5 12 NC 7 1440.597 12 ....... ' ::. :. :..... :. ... ..:.:.:.:.;.:;: : ;:.i.:.:..::::i:.:'.i ; '' • •••••.:, »41 1597 19 max -.923 14 .012 7 .019 12 - 4.389e -5 12 NC ....:............. .:.......: . .... . =` :: € > ` .: tiE}3" ::`;::::::;1:11:: > = 0: >: <: >:< -4 :5 >; >> ' >? ? 1a . - ...... <> >13 1599 20 max -.923 14 .012 7 .021 12 - 4.666e -5 12 NC 7 1155.095 12 leoo »> 7 1282.682 12 1601 M41 1 max -.599 14 0 1 0 1 1.082e -4 13 NC 1 NC : �3. fi2: : a76� -:.:.:..::.:�r::. 1603 2 max -.599 14 0 11 -.007 12 1.429e -4 13 NC 11 NC 12 .: is ii ii::� .: ii iii::�:ii: ' ' :::iii::: :ii . ':ii ii::iii::M:: i :11111::1: :::ii: :ii::: M::::: .. :. !!.:. : -: 1111:11' ' - "i:: ii:.i:. ii: i'-:. :: .:::: :::::1.::::::::::- .ti0.2.::: ::. - ::6:.:::::: :::: :.0:1 .:::::::..:::1.:::..:.1'. �. 43e�4:.::. 8 .::..:.�::: :#�IQ::::::: : ::.8::: 1605 1607 11 max -.599 14 max -.599 max ................... -.599 max -.599 iD 114 .003 iD .004 8 :{l0.005 .... 11 14 .006 .006 -.6 14 .007 max -.6 14 .007 11 -.06 12 4.551e-4 x: <- !yv� - ''..yyy1 � 9 -.6 14 .008 1 -.065 4.898e -4 `yy.(�[�: >; �vY�8ii 1111:' si4�il�ii ?�i :': : :�•J 411 -.6 14 .008 11 -.07 12 5.245e -4 ..::.:.:.:.:.:. i:. 1:.1:.1:.1 ;--- '::.::.;:.;:: :.i :..1:.1:.1:.11 ::..... ..:::.::: ,;..:;::.:.....; ::. 8::;< =::: ... :..61:8::.:: � :::I;;::.: <- ::.::.'l 28.::::: :: 5,.476 14 max -.6 14 .008 11 -.075 12 5.592e -4 13 5319.336 ::rri►t..:::::::..98 15 max -.6 14 .008 11 -.079 12 5.938e -4 13 5727.183 6 211e -4 • 11 1 1 -.032 -.038 -.044 2 -.049 y!�� -.054 1.776e -4 -1 1 :.................... 2.123e -4 2.47e -4 NC 122.817e -4 13 8226.336 7041.214 > 3.51e-4 3.857e -4 13. 5712.728 13 6249.284 4.204e-4 5358.943 -4i3:[:T:e.4i • '1111 iiilS"IG ii ::ii:! 5149.812 5069.036 1626: 1627 1629 :....................... . 1631 5118.186 8810.522 <166.87 6418.791 11 11 11 11 11 11 11 11 11 1 max -.6.'. :.:.008:..;11: . :...084 6.285e -4 13 6463 534 1633 17 max -.6 14 .007 11 -.089 12 6.632e -4 13 7823.94 A... i ; #.�4 1635 18 max -. 14 .007 11 -.093 12 6.979e -4 13 NC is =: ::; ::::.:; :::.1 ::::: >...:::<:::; <::_;: >< : •:�:;<:;<::<::::::::• �<:::::.. - .. / {...///��.. s..::.i;'. ; :........: .::. �•�•y/� .198';::;:;: ..i#?i� /. (.��;i';; >::::::y4 !}r� may( :V .:. ii:i i:'. :::::.:� :i: %•. ::: •::: :1.rk�i:[ ::::::::::.. .. .......: i.:::.: Iw'M .... .�:::i ::i..::::.i:T.�W,::i::i::: .:. �I:t ��: ���::::::: ::j:.::'.jii::ii2•l�::::i::ii:: 1637 19 max -.6 14 .006 11 -.098 12 7.326e -4 13 NC 11 NC 1639 20 max -.6 14 .005 11 -.103 7.673e -4 13 < ': NC �:.:: ' ::::.::::.:.............1 ... ................... > < ' 1641 M42 1 max -.627 14 0 1 0 1 2.762e -5 12 . - NC 1643 2 max -.627 14 0 7 .01 Y 3.2� 18..:e ..i-5 .. :1�..:2 .. :.: : :.::.::N:.•.0 Ly.�:-: .. ;.... .. ...7 .. . .. .. 027�F::Y::'i 1:31: L:v :: -Y:i•:i. 7807.233 •,:,-.: ,;1.33::: NC 11 NC 2438.04 RISA -3D Version 9.0.1 [Q :\...\... \99- 136045000 - SDC 42 \Calculations\ChiIIer Platform 1 -2 snow.r3d1 Page 43 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 t"Dy Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [n] LC y [in] LC 1645 3 max -.627 14 .002 7 1647 4 max -.627 14 .002 7 ......k01:.......11. ...0#4........1:0. . z [n] LC x Rotate [r... LC .02 1 3.673e -5 12 .03 1 4.128e -5 12 max -.627 14 m -;.627 .004 ..: V1.Y..Y X.•iii �' �i -.627 -.627 N -.627 its 1657 max 1659 1 n• 8 1661 1 4662 WERMIggag Aga 1.664 Y.s .039 s: E 2e .049 Ida ...:iiil�l!•M: i:i� : .005 7 .059 .005 7 .069 .006 7 .079 e max -.627 ...... max - .627 = ...<Ol< 12 max -.627 1:::::::.».: -:::0.4.1:::::::::':.' 13 max -.627 ::1:_t:1.:;..: 1 max -.627 .089 .099 4.584e -5 5.039e -5 1?F: �• %K��jjy� •::1.;x±:64; 5.494e-5 .4 329e-4:: 5.95e -5 '439: 6.405e -5 6.86e -5 n) Uy Ratio LC n) Uz Ratio LC NC 7 1217.901 1 ................... NC 7 811.216 7800 .948 1 5200.108 12 4456.898 12 3899.424 607.893 485.916 ...... i:4:Fii....., Pug 404.611 .008 1 7.316e -5 .008 .109 1 7.771e-5 .009 .119 1 8.226e-5 .01 .129 A!) 3.//4 923M/;;!!.6K;�f.(...�548 303.01 3465.775 ......................:. 3118.802 12 2834.868 7 ' 12 2598.212 7 201.489 1 8.682e-5 12 2397.924 7 ... ....... 185.885 1 1 max -.627 14 .011 max -.627 max - .627 .139 4 .012 G .149 4 iiMOSION 441i; .012 1. ..2. max 14 .013 1677 19 -.627 max -.627 14 .015 ................319..... -.613 14 0 ©max -.613 14 0 :?:< `- 9[83:> ? >' :::: ? : `: : . ..........:.....11....... fly.. :.. pm -.613 14 0 off;;;; Om:..... ...::m 1681 M43 1687 -.613 1689 5 .• 1693 7 Q•, -.613 14 .002 max -.613 14 max -.613 14 .17 1.05e -4 1.096e -4 33; Mg:NO 2226.212 172.507 8 ><.... 2077.359 7 160.558 4 1947.08 7 150.134 121832.097 7 140.966 .191 1.141e-4 8 ::::. ...3..... 698?: 0 8.35e -5 -.007 12 1.075e -4 : NC 1729.861 132.844 1638.36 7 125.602 NC NC NC 7 -.014 12 1.314e -4 -.02 1695 8 max -.613 14 1655 EMENNIMIME 1 9$3.. . 1697 9 max -.613 14 .004 .003 .003 .�. • �w{iI.1. 1.554e -4 8 NC 1 NC -.032 12 2.034e-4 NC 8 8 8 92:5 2.273e -4 <1$ 2.513e -4 9498.858 6923.909 El IR iii: 11 8 8 5704.933 5040.834 7-6 1<1 9008.903 7649.274 7 -.05 12 2.753e -4 8 6620.643 7 4418.813 RISA -3D Version 9.0.1 [Q:1...1... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dj 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: Envelope Member Section Deflections (Continued) Member LC y [in] LC z din) 1699 1 max -.613 14 .004 LC x Rotate :- 1 >s43E -.055 12 ... LC n) Uy Ratio LC Sn) Liz Ratio LC ...::........ 2.993e -4 8 5813.221 7 4472.713 12 111 1701 1 max -.613 14 1703 rrri�?? ».. :..,883:. ..1 =.... 1 ax -.614 14 k1111 1705 1 max -.614 14 1 1707 14 max -.614 14 .005 7 -.06 12 ` � »:..:.1:04 >`.:..:5�:> -. .005 7 -.066 ,12 .006 7 -.071 12 .006 7 -.076 12 3.232e -4 8 5161.173 ........... ................. 7 4635.908 1,.. .#1:....229 12 .5.. 3.472e -4 8 4622.629 7 4920.814 12 3.712e -4 8 4169.688 7 5358.04 12 819 4E < i4 > 1'16 245?: >10 > >189 ' 3 3.951e-4 8 3783.042 7 6006.611 12 1709 1 1711 1713 max -.614 14 16 max -.614 14 17 max -.614 14 .007 7 -.081 12 4.191e-4 8 3448.898 7 6979.022 12 .008 -.086 12 4.431e-4 8 3157.136 7 8505.567 12 NC 12 NC 12 NC 12 NC 12 NC NC 12 glop NC 12 .008 7 -.09 12 4.671e-4 8 2900.156 1715 1 ................. max -.614 14 .fit...::' - hnn; <;;c .i:- :-X: ;• 1717 1 max -.614 14 1719 20 max -.614 14 1<` 1721 M44 ........... 1 -.938 14 :: >:.:: >; >:::::.:.:... .009 7 -.095 12 .01 7 1 12 4.91e-4 8 2672.134 5.15e -4 8 2468.527 .01 7 -.105 12 5.39e -4 8 2285.73 0 1 0 1 8.347e -6 8 NC 1723 max -.938 14 0 12 � i %:ice �>=/:�)°{i/�(�:��■�'f�..//Yy: » >: »' J/ �.::■ Y:Y�,_ >:' >:: <::; ■Y:4�-1,�1:�I�; :�:�' >:::: >:!��i�:> :......- 0Y.Ft -:: �i :::: f:Y.iY.::i::r1.Y.!✓ ii:::::: :i:::1f.^i: 2.345e -5 8 NC 1725 max -.938 14 .002 7 -.001 12 3.855e -5 8 NC 1727 max -.938 14 1729 5 max -.938 14 1731 6 max -.938 14 ........................1.�.( .003 7 -.002 12 5.365e -5 8 NC 7 NC >E1Q5 >:::.; ;:� ;:..:.495;5 >14 >? »` > >!�IG` >`> >11�> �:4:3!9:4099:..,�v:�' .004 7 -.002 12 6.875e -5 8 NC 7 NC 12 168- .004 7 -.002 12 8.385e -5 8 NC 7 NC 12 12 1733 max -.938 14 1735 8 max -.938 14 max -.938 14 max 1737 .005 7 -.002 12 9.895e -5 ::::«�. -;:012 <« >< -::: k:0< < :: <<. 012«<::;::;5:::::: •7::876e7 .006 7 -.001 12 1.141e-4 8 NC NC 12 8 NC NC 12 1739 max -.938 14 1741 11 max -.938 14 1743 12 max -.938 14 1E7`44 1745 13 max -.938 14 1747 14 max -.938 14 .007 7 0 12 1.292e -4 8 .008 7 0 12 1.443e -4 8 .009 7 0 12 1.594e -4 8 .009 7 .001 12 1.745e -4 8 1.896e -4 8 NC NC NC 12 C 12 NC NC NC 12 .01 7 .002 12 NC NC 12 NC 12 .011 7 .003 12 1749 15 max -.939 14 .012 7 :,- .:..::... .004 12 2.047e -4 8 4.. >1 NC 7 7313.29 12 2.198e -4 8 NC 7 5452.512 12 ' 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 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x fin] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC In) Uz Ratio LC 1751 16 max -.939 14 .012 7 .006 12 2.349e -4 8 NC 7 4299.351 12 1742 .., AVIV 1753 17 max -.939 14 .013 7 .007 12 2.5e -4 8 NC {�.....i6't.8.77......1 7 3523.799 12 1755 18 max -.939 14 .014 7 .008 12 2.651e-4 8 NC 1757 7 2972.223 12 19 max -.939 14 .014 7 .009 12 2.802e -4 8 NC 7 2563.724 12 1759 20 max -.939 14 .015 7 .011 12 2.953e -4 8 NC 7 2251.823 12 1760 1761 M45 1 max -.94 14 0 0 1 2.572e -5 8 NC NC 1:762;; »> Min 1763 2 max -.94 14 0 7 .001 4 4.374e -5 8 NC 1765 3 max -.94 14 .001 .003 6.175e -5 8 NC : 1767 768 max .11 -.94 14 .002 7 .005 :......:;: >'`:.. 7.977e -5 8 NC 1769 5 max -.94 14 .002 7 .006 4 9.779e -5 8 NC MI11* 1 /. . n.MMTe'"4�: 1771 6 max -.94 14 .003 7 .008 4 1.158e -4 8 8716.83 ii: i:'vf1::::.•.: ".::iii: NC 7 8463.054 7 5310.77 4 7 3770.357 4 7 2869.281 4 1773 7 max -.94 14 .003 7 .011 8 1.338e -4 8 7251.017 7 2277.457 8 . :........................... 7 1847.937 8 1775 `:i max 4 14 .004 7 .013 1.518e -4 ( 0 6201.293 1777 9 max -.94 14 .004 7 .016 8 1.699e -4 8 5411.656 {V..S 1779 10 max -.941 14 .005 7 .018 8 1.879e -4 8 4795.443 7 1538.636 8 7 1307.428 8 .:: »1 <i±163;;» iii ?•! iiii iiKi 1781 11 max -.941 14 .006 7 .021 8 2.059e -4 8 4300.663 '1783 12 max -.941 14 .006 7 .024 2.239e -4 8 3894.233 2.477- 4::1:4:7�...c 7 1129.466 8 7 989.222 8 • 1785 13 max -.941 14 .007 7 .027 8 2.419e -4 8 3554.102 7 876.538 8 1787 14 max -.941 14 .007 7 .031 8 2.599e -4 8 3265.005 1789 15 max -.941 14 .008 7 .034 8 2.779e -4 8 3016.044 7 708.325 8 'vita! 3:- 1791 16 max -.941 14 .009 7 .037 8 2.96e -4 12 2799.226 7 644.492 8 11 »s> 7 590.463 8 Ifl: 1793 17 max -.941 14 .009 7 .041 8 3.14e -4 12 2608.56 ::rout ANN 911Q2.4 1795 18 max -.941 14 .01 7 .044 8 3.32e -4 12 2439.466 7 544.326 Mil': 1797 19 max -.941 14 .01 7 .048 8 3.5e -4 12 2288.383 7 504.621 1799 20 max : >1 >14 '1`iC -.941 14 .011 .051 3.681e-4 12 2152.5 3 7 470.22 8 626. 3' 1801 ...2 M46 max -.627 14 0 1 0 1 2.762e -5 12 NC 1803 max -.627 14 0 7 .01 3.218e -5 12 NC 1 NC 1 7 2438.04 1 RISA -3D Version 9.0.1 [Q :\... \... \99- 136045000 - SDC 42\Calculations \Chiller Platform 1 -2 snow.r3d] 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 x in LC in LC z in LC x Rotate r... LC n U Ratio LC n Uz Ratio LC max -.627 14 .002 .02 3.673e -5 NC 1217.901 1807 ax -.627 14 .002 .03 as 4.128e -5 12 NC 7 811.216 :s• m -.627 14 .003 .039 0 4.584e -5 7800.948 7 607.893 11•9i m -.627 14 .004 .049 5.039e -5 6240.497 7 485.916 ax -.627 -.627 14 .005 m tine .005 .059 5.494e -5 12 5200.108 404.611 IV: 9629: .069 5.95e-5 12 4456.898 7 346.548 L50:4: 6.405e -5 12 3899.424 Max -.627 14 .006 .079 7 303.01 1 max -.627 14 .007 .089 6.86e -5 3465.775 7 269.157 499=4. 11 max -.627 14 .008 D12 .099 7.316e -5 12 3118.802 7 242.082 1 m -.627 14 .008 .109 m -.627 14 .009 max -.627 14 01 .119 .129 m -.627 14 .011 .139 max -.627 14 .012 .149 r 7 1 max -.627 14 m -.627 14 -.627 14 .012 ms017: >> .013 .014 .16 .17 7.771e-5 8.226e -5 95; e 8.682e -5 9.137e -5 - 9.592e -5 X22274> 1.005e -4 416264 1.05e -4 z4 4. 1.096e -4 2834.868 7 219.937 122598.212 7 201.489 122397.924 7 185.885 2226.212 7 172.507.: :::::110`::;::: »' .. »N':� ><?�• 2077.359 7 160.558 12 1947.08 7 1832.097 ........................ 1729.861 150.134 140.966 0 0 4 132.844 4 max -.627 14 .015 .191 4 1.141e -4 1638.36 ? _• iii •' �; © 125.602 M47 m -.606 µ9 1.1 e-4 1843 344 1845 max -.606 14 • 11 -.008 11 -.606 14 0 11 -.015 11 1847 1849 ..:..:..:....::: :::......... 41 1851 max -.606 14 .001 max -.606 14 .002 �2. 1853 max -.606 14 .002 11 ax -.606 14 .003 11 1855 max -.606 14 .004 11 -.023 - 03 ... -.044 1.273e -4 . . ........... .. . i ..... 1 =S 1.446e -4 NC NC 12 1.619e -4 2 12 1.792e -4 2 12 1.965e -4 2 12 2.138e -4 2 : :111.01101r 12 2.311e -4 2 NC NC 7995.327 6818.938 11 3127.99 11 329 11 1562.309 59379' 11 9262.062 12 117627.033 12 11 6735.049 12 11 6232.655 12 5973.644 12 RISA -3D Version 9.0.1 [Q:\...\... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 47 • 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 1857 max -.606 14 .004 11 -.058 12 2.484e -4 2 5926.936 11 5891.644 12 Mitt 1859 10 max -.607 14 .005 11 -.065 12 2.657e -4 2 5224.873 11 5958.78 12 1861 11 max -.607 14 .005 11 -.071 12 2.83e -4 2 4656.143 11 6170.945 12 1863 12 24 5A65 2 max -.607 14 .006 11 -.078 12 3.003e -4 2 4184.779 11 6544.203 12 :.::'i�:41F.�M.•:'ii::• iii�l..ii iii'i�::1�:'r :)f..$i �:':ii:r::'- ::� ::�1�1M� iii: is i:ll: ii' 13 max -.607 14 .006 7 -.084 12 3.176e -4 2 3773.603 7 7118.653 12 .Pitt: :::: :;;?ef�yy']�y'::.;f;% :::: %: ;::: 2':x:92`•:.` -:` t:1;:;:ii:!r�3V5ir: 'c::'::4:2a1fr:se". 1867 14 max -.607 14 .007 7 -.091 12 3.349e -4 2 3413.928 7 7971.845 12 -< < > < ».45`; >; 17.3eY4;:..;:. x;412: 1869 15 max -.607 14 .008 7 -.097 12 3.522e -4 2 3101.433 7 9251.719 12 1871 16 :::951:, » <14:1 -.607 14 .008 7 -.103 12 3.695e -4 2 2827.337 9'Y €5> 7 NC 12 �i38 ;tai 1873 17 max -.607 14 .009 7 -.11 12 3.868e -4 2 2585.04 7 NC 12 1875 18 max -.607 14 .01 7 -.116 12 4.041e-4 2 2369.468 7 NC 12 is i'F.; ii %. :•..:. ':' "'F i.... i:: ".ii: iiiiiii.. " " : " " "•::: ii:i!{[.: -: i.•..- y-ii.: iii:Y : " ".: ".ii:%`: : €<: : :€ f:'i:::::<::- ,1123..::....1 #x........,'€.98: <::..::5.:..:1: 1877 19 max -.607 14 .011 7 -.122 12 4.214e -4 2 2176.647 7 NC 12 1879 20 1881 ......................... M48 max -.607 14 .012 7 -.128 12 4.387e -4 2 2003.403 7 NC 12 max -.95.9 14 0 1{ i'":: 1 A 1.33e -6 14 NC NC 1883 2 max -.959 14 0 7 0 12 9.039e -6 14 NC NC 12 1885 3 max -.959 14 .002 7 -.002 12 1.675e -5 14 NC 7 NC 12 1887 4 :riii> max EKE >:< > >:: 14 NC :5:234 ` . -.959 14 .003 7 -.002 12 2.446e -5 .1.t#.:6.8�8; 7 NC 12 : :.., . .................................................... ............................... >5€ ::2936 :< < < - 1889 EfSso :.:...:........ .::5..:. max IRDC -.959 14 .004 -.002 12 3.217e -5 14 NC 7 9924.855 12 �+. 1891 6 max -.959 14 .005 7 -.003 12 3.988e -5 14 NC 7 9319.859 12 AtttrC 1893 7 max -.959 14 .006 7 -.003 12 4.759e -5 14 NC 7 9318.697 12 i$94 ............ ............................... .1fi.. ''' I< 1895 8 max -.959 14 .007 7 -.002 12 5.53e -5 14 NC 7 9875.236 12 1897 0 1899 9 10 1;3...... 1< • .:;: :..... €10..E.1605 .691: max :1ith€: max -.96 14 .008 -.002 12 6.301e-5 14 NC NC 12 -.96 14 .009 7 -.002 12 7.072e -5 14 NC 7 NC 12 • Mfg gakti ... ., : 'iAli'i$:•t0f7::S. iii •. 1901 11 max -.96 14 .01 -.001 12 7.843e -5 14 NC 7 NC 12 .:.': i.41:14:vii Erg 1903 12 max -.96 14 .011 7 0 12 8.614e -5 14 NC 7 NC 12 1905 13 max 1`..:.< iii <� 1:€ ii926.41�3'�:1 =5< -.96 14 .012 7 12 9.385e -5 14 NC NC 12 1907 14 1:91:5; max -.96 14 .012 7 0 12 1.016e -4 14 NC 7 NC 12 541 4:-::]; 1909 15 max -.96 14 .013 .002 12 1.093e -4 14 NC 7 NC 12 RISA -3D Version 9.0.1 [Q:1... \...199- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dl Page 48 8.536e -6 WW1 e- 4.727e -6 3.658e -6 5.413e -6 .006 .007 0 • Company Designer Job Number : Engineers Northwest Inc., PS DML 99136045 Sabey Data Center - SDC - 42 �/ Jan 26, 2011 �i 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x (in) LC y [in LC z [in] LC x Rotate LC n) Uy Ratio LC (n) Uz Ratio LC 1911 16 max -.96 14 .014 7 .003 12 1.17e -4 14 NC 7 9142.034 12 t 912 1913 17 max -. inaIgg$ NOB ::. ..026 D38 .: .... 1 2 1\Isw :10: 682 461:::: 6 14 .015 7 .004 12 1.247e -4 14 6 14 .016 7 .005 12 1.324e -4 14 1915 1 max -. NC 7 6711.075 12 17 .016 b -.96 .017 [ m -.961 14 1923 JOU 1925 1.92% 1927 '1928. 1929 '>9 1931 1933 1935 `x._ 1937 1 1939 1941 m -.961 max -.961 m -.961 ax 1 max m m -.962 T!1 -.962 MEW -.962 19 1] ax -.962 .007 NC 7 5262.328 12 • 1.401 a -4 NC i 7 4310.598 12 1.478e -4 14 C 3644.176 .001 Itirga .003 .005 .006 .00.8 .:::::. ................ .01 .012 .014... ..... .................. .017 .019 S1 4.36 ...::=J 1 8 1.27e -5 NC NC 7.168e -6 �$ iii'' 8.923e -6 1.068e -5 T'.{Ii:j,5'�.�4].,�y.6 1.243e -5 2 O62 1.419e -5 1.594e -5 NC NC NC 7 8169.95 0 14 NC 7 5223.36 0 14 NC 3768.95211 14 C 7 2909.239 4 14 NC Nil✓::' >> 7 2345.399 El 14 NC 7 1949.59514 14 NC 7 1658.067 4 14 NC 1257.337 8 14 .008 .024 1.77e -5 3 81 1.945e -5 iH NC 7 1108.898 8 14 NC 7 988.602 8 17 ax -.962 14 .009 .027 8 2.121e -5 14 NC 7 889.583 0 17 -.962 14 .009 3 0 2.296e -5 114 NC 7 806.993 0 1951 16 max -.962 WM2 1953 17 max 1955 1957 18 Max 1 -.962 -.962 -.962 20 max -.962 1961 M50 max -.615 «:7i« SifiEnEMENDIM RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 49 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: ‘bj Envelope Member Section Deflections (Continued) Member Sec 1963 x [in] LC y [in] LC z [in] LC x Rotate [r... LC In) Uy Ratio LC {n) Uz Ratio LC max -.615 14 0 11 .011 1 9.812e -6 14 NC 11 NC 1 ................ .. 1965 3 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 NC 1 1969 max -.615 14 .003 11 .045 1 1.776e -5 14 7601.917 11 NC • tti 971 1971 6 max -.615 14 .004 11 .056 1 2.041e-5 14 6076.462 11 X17: » >:' » >: >?`'::?: NC 1 NO 1973 7 max -.615 14 .005 11 .067 1 2.306e-5 14 5056.394 11 NC 40:: € : 1975 8 max -.615 14 .006 11 .078 1 2.571e-5 14 4325.141 11 NC 1 % %:- �:'Y.+` i % ":.V �:Yki'i]i�:.: >ii.�.:': i�:•�i�iJ. �.'•� -� i:T•i i :: :99.5« ... * 1977 9 max -.615 14 .006 11 .09 1 2.836e -5 14 3774.426 11 NC 1 1979 10 max -.615 14 .007 7 .101 1 3.101e-5 14 3337.561 7 NC 1 1980 < >> « f%il 1........,.5..79..... L... • 1981 11 max -.615 14 .008 7 .112 4 3.366e -5 14 2984.25 7 213.895 4 1983 12 max -.615 14 .009 7 .124 4 3.63e -5 14 2692.74 7 193.679 4 1985 13 max -.615 14 1987 14 max -.615 14 -TM X18 .01 7 .136 4 3.895e -5 14 2447.685 7 176.876 4 ;OM `44`::= 361: :' 719V :- $20M01'�'' .011 7 .148 4 4.16e -5 14 2238.469 7 162.699 4 4 41;04M* : .I� :....:�. 1it swat 4' 1989 15 max -.615 14 .012 7 .159 4 4.425e -5 14 2057.516 7 150.584 4 4990 Magg. rf�.:..1:4: 1991 16 max -.615 14 .013 7 .171 4 4.69e -5 14 1899.275 7 140.117 4 1993 17 max -.616 14 > 521 :9813,0 .014 7 .183 4 4.955e -5 14 1759.587 7 130.99 1995 18 max -.616 14 .015 7 .195 4 5.22e -5 14 1635.272 7 122.965 4 1 990 • 1997 19 max -.616 14 .016 7 .207 4 5.485e -5 14 1523.861 7 115.858 4 [9911'.1 50BI{: ''> " >`> 0.1: `> 1999 20 max -.616 14 .017 7 .219 4 5.75e -5 14 1423.401 7 109.524 4 2000 ............................. 2001 M51 1 max -.551 11 0 1 0 1 3.755e -5 14 NC 1 NC 1 2003 max -.551 11 ............ ............................... 11 -.008 11 4.524e -5 14 NC 11 NC 11 2005 3 max -.551 11 <4 .001 11 -.016 11 5.294e -5 14 NC 11 NC 11 .., • ........ 9..33::.... 2007 4 max -.551 11 .002 11 -.024 12 6.064e -5 14 NC 11 5380.063 12 2008.: .......... .........:...........:......... `I] 2009 5 max -.551 11 .002 11 -.032 12 6.834e -5 14 NC 11 4430.389 12 • 2011 6 max -.551 11 2013 7 max -.551 11 .003 11 -.039 12 7.604e -5 14 9022.847 11 3912.315 12 -f .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 :1...1... \99- 136045000 - SDC 42\Calculations \Chiller Platform 1 -2 snow.r3d] Page 50 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 28, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x in LC in LC z in 84$' + « <' -.551 + + -.059 + + : .". -.066 Y 6 max + • + `.551 ►3 -.552 11 .006 11 m -.552 -.552 max -.552 9 III -.552 1 -.552 5497.871 3422.574 12 -.072 1.145e -4 14 1� - .078 1.222 @@e -4 ` .. 3.9:::::::: -41553 : -.084 1.299e -4 :::- }( : ::: a - .006 0!e{ a .007 ;`l a .008 Min `> 023::< : + .008 = 24 .009 4297.584 11 1!�. 5 c;l : 3853.549 7 3801.908 3463.015 7 4135.744 -.09 1.376e-4 3129.661 4631.551 :w5:. ji.. ' }. + .:.r:�f8: >: ><: .:.8i�1:58e -4: :::38382: ;1 >�4.�6fi5 >: 12 7 5375.302 a 6543.045 8549.429 12 + -.552 .01 -.108 + -.552 .011 -.113 + -.552 1.453e -4 1.53e -4 14 14 2841.714 2590.521 0 -5 162Y:•:T•: 1.607e -4 142369.572 7 1.684e -4 2173.867 7 6 244 NC 12 041 A 2046: max max 2047 +,• MEM -.552 -.124 1.761 a -4 1.838e -4 -.928 11 0 p 0 1 6.723e -5 %%» s -.928 + q0{.{y� 8.247e -5 :'x...426:::: ::::::.iYVNi::. .13.21.7e. -�.� -.928 .002 -.002 -.928 -.928 1999.493 7 1843.336 12 0 NC 0 NC II NC NC ° '..l:i At :: s 12 9.771e-5 NC NC 12 X755' 5> :: 1#10: <» : >` s Q • a max 2053 max -.002 1.13e -4 9612.431 eggiTtfig • .004 .005 73717:': Q e -.002 1.282e -4 8 7177.711 -.003 12 1.434e -4 8 5710.812 9227.803 -.003 i�i "v �.. iiiiiiii:•i:4iii :.ice :i:i .: ............ VOA yi�RRyir 055 max -.928 .006 D -.002 • 84 2065 FAM 2067 -.928 -.928 E� 4727.991 7 9787.5 13` 4021.953 14 -.002 1.892e -4 8 3489.071 © NC s - �i -.002 2.044e-4 8 3071.788 NC :.:.:.1021 ::::::. .:.�.i883e�4: 1'> €'3.48 >3�6: .�.'1.44�8: ff -.001 . 2.196e -4 8 2735.579 NC + - - :-: 2, ., : :: «2 006e.:> :::::: ; .:' :.... .: 8 ....02�.:; ..�iQQ�e»� ..18: ;�:1.r : .'1.1305W. 0 12 2.349e -4 8 2458.484 7 NC 11 ++ 11 ++8 Att 11 0 -.928 1111 Ell .011 0 BEMETTMEll :.. m .012 0 .:::`- •2:111::511:: i:5:•:::':: {:: ?:_ :F�.: �[ ry - -.928 -.928 0 0 ® 2.501e-4 8 2225.867 0 NC Ei LIEVTIEMNFIMMKISEI 19 2.654e -4 8 2027.599 0 NC ,,�� &. QQ XX } 120'99C RISA -3D Version 9.0.1 [Q:1..1.. 199- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 51 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 it/it Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec x [inl 2069 15 max LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC NC -.928 11 .013 7 .002 12 2.806e -4 8 1856.448 12 2071 16 1 max -.928 11 .014 7 .003 12 2.958e -4 8 1707.108 7 8996.854 12 m10: 2073 17 max -.928 11 .015 7 .004 12 3.111e-4 8 1575.602 2075 18 max -.928 11 .016 7 .005 12 3.263e -4 8 1458.885 2076 19 max -.929 11 .018 7 .006 12 3.416e -4 8 1354.588 7 6612.785 12 7 5189.48 12 7 4253.455 12 ...` 2079 20 max -.929 11 .019 7 .007 12 3.568e -4 8 1260.835 2081 M53 1 max -.929 11 0 1 0 1 4.653e -5 14 NC :742??' :fill 1 >488465';5`: 7 3597.566 12 1 NC 1 2083 2 max -.929 11 0 11 .002 4 5.865e -5 14 NC rid- ::6 ........� ....... 2085 3 max -.929 11 0 11 .004 4 7.076e -5 14 fit: NC 5,05: 2087 4 max -.929 11 .001 11 .006 4 8.288e -5 14 NC 2089 max -.929 11 .002 11 .008 4 9.5e -5 14 NC 2091 max -.929 11 .002 11 .011 4 1.071e-4 14 NC 2093 7 max -.929 11 .003 7 .014 4 1.192e -4 14 8563.467 Nt427:E MIN Migi 'lill.:iiii:"i ?::: 2A37.." 4 37 3 3)64 2095 8 max -.929 11 .003 7 .016 4 1.314e -4 14 7188.229 11 NC 4 11 6438.167 4 11 4067.814 4 11 2904.89 4 11 2221.853 4 :�.. ;7;_; :1776.763 4 1466.289 4 Otti42.7fi IMO 2097 9 max -.929 11 .004 7 .019 4 1.435e-4 14 6142.277 2099 10 max -.929 11 .005 2476145 .023 8 1.556e -4 14 5317.971 :if: r• 2101 11 max -.929 11 .005 7 .026 8 1.677e -4 14 4650.723 2103 12 max -.929 11 .006 7 .03 8 1.798e -4 14 4099.378 7 1239.008 4 7 1064.905 8 7 922.436 8 7 809.778 8 2105 13 max -.929 11 .007 7 .033 8 1.92e -4 14 3636.413 7 718.976 13'311` 2107 14 max -.929 11 .007 7 .037 8 2.041e-4 14 3242.668 2109 2a 15 max 2111 16 max -.929 11 -.929 11 .008 7 .041 8 2.162e -4 14 2904.343 .009 7 .045 8 2.283e -4 14 2611.201 2113 17 max -.929 11 .01 7 .049 8 2.404e -4 14 2355.459 021:95.; 2115 18 max -.929 11 .011 7 .053 8 2.525e -4 14 2131.059 7 531.018 8 7 487.026 8 7 449.376 8 1 4:82:. 7 416.905 2117 19 max ,�' „W�:i�If��:i:::; 1111[:11:• -.93 11 67:499:: .012 7 .058 8 2.647e -4 14 1933.204 �Ax 2119 20 ........... .:............................. max -.93 11 ' .142!:: .014 7 .062 8 2.768e -4 14 1758.024 iii 11111:' f�••' a : "• _a� 2121 M54 1 max -.555 11 0 1 0 1 5.104e -5 12 NC 7 388.713 8 1 NC 1 RISA -3D Version 9.0.1 [Q :\... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] 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) x (ni LC y [inl LC z [in] 123 2 max -.555 ax -.555 Member 2125 2127 a.0 129 ax -.555 max -.555 LC x Rotate 11 0 11 .013 1 11 .001 11 .025 1 11 .002 11 .038 1 605 11 .002 11 .05 1 8A-a2' L/y Ratio LC n) Liz Ratio LC 6.103e -5 12 NC 11 NC 7.102e -5 12 t.. NC 11 8.1020 -5 12 NC 11 9.101e-5 12 9894.69 11 ;:.r.:. s;.. 2 �;_:: �:»> ����:=;::::: �::: v:€::>::>>>€:> t1 1t0=:<>>:: �85�:>;>' �:>'[:>::: �:: �# �4��::._.;>: 6:: : > <:::: >:: >ty!�'1> > > >: >;.....�F :..:;1.:84 >....�:..:10n5> 2131 6 max -.555 11 .003 11 .063 1 : yy3. 4: 133 7 max -.555 11 .004 11 .075 1 1.11e-4 12 6388.965 :;.:: '.> . ; :::: <::::< : ::: >:: ««:: >:i:< ::: >:::::«<:> = > . «::= «<::<:::: i <:« : •: 4:::> .:, 9 :0::;4:::: >; > :. - : 7 : ;_::::�35�:<;.:: i,::'tii> ii::::::.. ��.: i::_ i::: is�:.::::: i;::: �� ;�:.::.i:,: :i:�4:..:2:�s��.:�a: >:�.�:.�:�; 1.01e-4 12 7801.874 2135 8 max -.555 11 .004 11 .088 1 2137 9 max -.555 11 .005 11 .1 1 1.31e-4 12 4588.976 011...::.:.: Y8 .5.: :.:::..::�....:, :.:::....� .....5..........,Q���3 :> ... 311$€i;8 2139 10 max -.555 11 .006 11 .113 1 1.41e -4 12 3976.781 .:. �TY .. ::::::::::::::::::.. ::: :.:::::: �._:. �::. �:.::.. �Ix. 1:..:::: ::.iYVii.:::::..::�.::..::::::: Y�. \�.::::: `.::�:. � ..::::::.�}�66::::: � :..�4:.:.JI.Yw7iiY:�:Yt::�..: •�.3:• :3•���:����:: 1.21e-4 12 5366.247 2145 147 2448. 149 21. NC NC NC <► > >-v948v895 11 NC 11 max -.555 11 .007 11 .125 1 1.51e-4 12 3481.443 ...........v....:...: min :::::::.::.... 8�� '�;<:::;:::<�:::::_:::.:.:: :.. �:«:::::... • 8.....3? 'SO 12 max -.555 11 .008 7 .138 4 12 3065.39 ii:: -. :::iiiii ii::i ::- ':::-:i:.: ::it::i:: .:.� ..:.: ':: iii ::i:: :::: j:'':':: n...:::: :•.:. :x ti.:.:.. :,..:... ..:_..ii:..`•: i•..i' :i: .1.61e74. .::.i:.:...:.:.i }ii: '.: : :: .}••.;.•n•::.:.'.:- -': .:�Ti- : }: -ii 13 max -.555 11 .009 7 .151 4 1.71e-4 12 2709.234 ;::;;;iii::.: . :<1:6......0$ .<>:«::<> ................. : :1:3:6; : 14 max -.555 11 .01 7 .164 4 1.809e -4 12 2407.012 YS�%iaicsu" `i�� < .��E45tyyh �: ��jj yy yy .. 15 max -.555 11 .011 7 .177 4 1.909e -4 12 2148.013 .:.:.4... i' 3<::;4;1:26�1iQ2 ........... 2151 16 max -.555 11 .012 7 .19 4 2.009e -4 12 1924.266 972e3'1' >46:'7a#8< 2153 17 max -.555 155 18 max -.555 11 .014 7 .204 >:.:: 8 3::: 2157 19 max -.555 :` 2159 2 max -.555 w8 11 .015 7 .217 4 11 .017 7 .23 4 11 .019 7 .244 7 174.337 4 7 159.188 4 2.109e -4 12 1729.688 7 117.83 4 .X2;:::3:.4# E> C «» 1 2.209e -4 12 1559.536 7 110.601 2.309e -4 12 1410.037 7 104.2 4 .:...:..:......:........ 4x5 8:e4«13; <« i<« >< >' �< 6 1 2.409e -4 12 1278.147 7 98.496 iffg 2161 M55 163 2165 2167 21 2169 l 1.1 171 2173 max max max max ax _ ___ :.. ': •:<-- :11:11' max .032 .032 .032 �Et9 .031 max .031 6 -.46 10 -.064 12 6 -.473 10 -.06 12 illkittEMIE 6 -.487 10 -.055 12 6 -.501 10 -.05 12 6 -.516 10 -.046 12 ..........; ................::..:....... .:............................. •:4��y }gyp cyy :�807e�?4:'i:1'3::� { ?�Vli - 1�.�2y��8�6+=3 12 NC 10 NC 12 - 1.407e -3 12 NC 10 NC - 1.534e -3 12 9562.358 10 NC 12 12 . :':ii: -:iii iiil.1✓•iii ii!': is >1<i $:: `ii: ei:ii •iiiii iii5•i:i - 1.662e -3 12 6165.114 10 6856.049 12 -5{ 1:264016::::::7111066.1i - 1.789e -3 12 4564.3 10 5196.701 12 -.529 10 -.042 -1.916e-3 12 3669.891 10 4288.501 12 -.543 10 -.039 12 - 2.Q43e -3 12 3124.905 10 3762.082 12 'iii ?i::v' Y.A: =- :<- Tf Yi:: {: �! Y. :. `::::.: \ ?g 40851 12 RISA -3D Version 9.0.1 [Q:\... \...\99- 136045000 - SDC 42\Calculations \Chiller Platform 1 -2 snow.r3d] Page 53 =$x$51:03:: • 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 2177 2179 t80 181 12s 2183 21814; 2185 FITM 2189 190; 2191 2197 j 2200:. 224:8: 2210 2211 2215 2216. 2217 2220 2221 2223 ass PIPA 2227 M56 8 9 10 BEM 14 16 KEIFIZZI 18 19 20 4 6 i Om Mattil m 8 9 10 rfii : x in LC in LC z in .031 =#11 .031 .031 .03 .03 .03 .03 .029 .029 .029 .029 .029 .028 .028 .028 .028 .028 .027 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 10 WA 10 .027 .027 .027 .027 10 10 10 WM ,.407 .026 .026 .026 .026 .025 10 -.555 -.567 -.577 -.584 -.59 -.594 -.598 -.6 -.601 -.602 -.602 -.601 -.6 -.6 -.605 -.611 -.616 -.62 -.625 -.628 -.631 10 KM 10 KM 14 -.037 -.036 -.036 LC x Rotate r... LC n L/ Ratio LC n Uz Ratio LC m -.037 En '99 El 14 WM KO MM MM m El KM KO KI KM KMm m m KO WM KO MO WM m KO MM m El MM MI m 14 MI m NAKMASAM KO m El MI m -.04 -.044 -.05 -.056 ;2 +'y -.084 -.073 -.082 -.092 -.103 -.103 -.098 -.094 -.09 -.086 -.082 -.079 -.077 10 El 10 WM 10 MA 10 WM 10 10 -.633 -.634 Offig -.634 -.633 -.632 -.63 -.076 -.075 :228 -.076 -.077 WA El KEI WM 9t083? El ® -3.711 a -3 1E1-3.719e-3m WM WI m - 2.17e -3 - 2.297e- 3 - 2.424e -3 -2.551 e-3 - 2.679e -3 - 2.806e -3 441 - 2.933e -3 - 3.06e -3 41:8286.4: - 3.187e -3 - 3.314e -3 -3.441e-3 - 3.569e -3 - 3.696e -3 - 3.696e -3 - 3.703e -3 WE El El El WE MUMMA El El FM 2780.478 2565.578 2497.26 2448.419 2472.674 2575.589 2776.522 3118.03 046 3691.663 10 Me 10 KO WM 14 KM KO NM KO KI KO 3467.431 3339.88 3359.043 3539.696 3945.523 3848i5i#4> 14 4749.818 6487.267 NC WA BM El El WM SAMEIIMM m NC El WM LEI WM m FM ES EM SAMEEEIEI WM WS El SI m WI - 3.727e -3 - 3.735e -3 - 3.742e -3 - 3.75e -3 >.: - 3.758e -3 - 3.766e -3 -3.773e-3 -3.781e-3 WA WE 6 m -.079 ®- 3.789e -3 KIM77,MM 4;12244E6 m -.082 ® - 3.797e -3 4717.093 6860.205 NC NC NC NC NC 7183.848 5515.803 4590.418 4042.567 3720.773 3554.962 3513.476 2 3587.524 3786.953 4143.426 i.VA4t801:: 4723.045 14 El WM m KO KM mMA BAm m El m NC 5410.692 3457.4 2520.792 NC NC NC 7421.036 5651.621 4671.77 KO MM WM WAm m m KO KO KO 4091.063 3747.771 3567.094 845 3515.141 3582.391 3779.411 4141.032 4742.316 RISA -3D Version 9.0.1 [Q:\...1...199- 136045000 - SDC 421Calculations\Chiller Platform 1 -2 snow.r3d] Page 54 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 1 Envelope Member Section Deflections (Continued) 2229 2231 Member Sec x fin) ....... LC Y.jinl. ...:.LCzJint LC x Rotate jr... LC Jn) Uy Ratio LC (n).�..�U.yyz Ratio LC 15 Imax .025 10 -.627 14 -.086 12 - 3.805e -3 12 5658.596 14 5741.742 12 16 Imax .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 14 NC 12 2235 18 Imax <i >r .025 10 -.618 14 -.098 12 - 3.828e -3 12 NC 14 NC 12 2237 19 Imax .024 10 -.616 14 -.102 12 - 3.836e -3 12 NC 14 NC 12 2 2239 20 I max .024 10 -.614 14 -.105 12 - 3.843e -3 12 NC 14 NC 12 2241 M57 1 I max .024 10 -.614 14 -.105 12 - 3.843e -3 12 NC 14 NC 12 2243 2 max 2245 3 max .024 10 -.613 14 -.106 12 -3.901e-3 12 NC 14 NC 12 .024 10 -.613 14 -.108 12 - 3.959e -3 12 NC 14 NC 12 !T%14:f iii "' is i :•i,::::::�yy/yy/}�� -- •y�� 7 V.S. 41854 2247 4 Imax .024 10 -.613 14 -.109 12 - 4.017e -3 12 NC 14 NC 12 2249 max .024 10 -.613 14 -.11 ............C...... 12 - 4.075e -3 12 NC 14 NC 12 225-fy1- max .024 014'.:::: 10-. ..... 613 :i:.....14 ................... 12 - 4.133e -3 12 NC 14 NC 12 2253 Max .024 10 -.613 14 -.113 12 -4.191e-3 12 NC 14 NC 12 2!: 2255 ..t' 8 I max giNItt s:y .024 10 -.613 14 -.114 12 - 4.249e -3 12 NC 14 NC 12 2257 9 max .....:. X1'€.1...... .024 10 -.613 14 -.115 12 - 4.307e -3 12 NC 14 NC 12 228....... ...... ......I? 2259 10 max 2281 11 max 12 .: Max 2263 .024 ............. . 10 -.612 14 -.116 '�S:i:.iii ii:::.... ��L`•�'i� %�i�: • >; {�:'ii �'i %v..... •f /�Jjy� 10 -.812 14 -.117 iii .024 12. 12 - 4.365e -3 12 NC :::i• �yf{� i %iii - 4.423e -3 =8317, 12 NC 14 NC ?5 >` 12 14 NC 12 10 14 -.119 22. 4........ � 2265 13 Imax .024 12 -4.481e-3 12 NC 14 NC 12 - 968. 10 14 -.12 2267 1 max .024 10 -.611 14 -.121 12 �5r 12 - 4.538e -3 12 NC 14 NC 12 - 4.596e -3 12 NC 14 NC 12 2269 15 max .024 10 -.61 14 -.123 12 - 4.654e -3 12 NC 14 NC 12 ;cee; 2271 2273 2275 16 max .024 10 -.61 14 -.124 12 - 4.712e -3 12 NC 14 NC 12 i:2;: ' 1961:` i 17 max .024 10 -.609 14 -.125 12 - 4.77e -3 12 NC 14 NC 12 18 max .024 10 -.608 14 -.126 12 - 4.828e -3 12 NC 14 NC 12 2277 .:......... 2279 19 max .024 10 -.608 14 -.127 12 - 4.886e -3 12 NC 14 NC 12 An :NW 20 max 10 -.607 14 -.128 12 - 4.944e -3 12 NC 14 NC ffp 12 RISA -3D Version 9.0.1 [Q: \... \...\99- 136045000 - SDC 421Caicuiations \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: 4/117 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 81 M58 1 max .024 10 -.607 14 -.128 12 - 4.944e -3 12 NC 14 NC 12 2283 2 max .024 10 -.606 14 -.129 12 - 4.92e -3 12 NC 14 NC 12 9 ew3 .. 5.......... . l!liFill3111111 2287 2288: 2289 22 o: 2291 01 .024 :::: i r2i'l : , - O:t .024 :: `)f012��i .024 .024 -.605 -.604 14 -.602 14 .....: ::i 938.'...... :.� -.6 14 -.598 14 .....x:82 ......... . max max max MOUE 305 231(6. 307 MOO: 2309 231:£ .025 =?0 -.596 -.13 12 -.13 12 -.13 12 -.13 12 - 4.873e -3 - 4.85e -3 A86564 - 4.826e -3 - 4.803e -3 - 4.779e -3 NC NC NC NC NC NC NC .593'::.:: `.589 -.586 -.582 -.13 .... s233#'' "'' -.13 -.13 •t242 "' ,.Q08....2 - 4.732e -3 - 4.709e -3 t_t21`2'' :9851::42:: NC NC NC .025 .025 .025 -.578 -.574 -.57 -4.662e-3 ii;••�'O]I.2e 2: - 4.638e -3 - 4.615e -3 w 1442: max max 231:4: 2315 231'E3' 2317 319 2326 ............................... .025 .025 .025 2 232 23228: max .019 max max .019 -.559 -.555 -.552 -.929 -.932 -.936 12 12 - 4.591e -3 -1, e-2<.< - 4.568e -3 12 0.455. -2.. - 4.544e -3 NC NC 2333 7 max .018 7 -.944 11 2E0 :An -.947 .054 .055 .056 - 4.497e -3 NC NC NC NC NC NC ingaing NC NC 2.688e -3 rigl 2.685e -3 8 100- 4; 2.681e-3 4i7 5e 4> 2.678e -3 -7` :1341'4 NC NC NC NC NC €12€ .057 13 -.95 11 .059 2.671e-3 : 1:1:2 <.16! i::v; iii.:.:.':: 13 2.667e -3 13 9379.314 '1 ' 11 9816.423 1 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 421Calculations1Chiller 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) 335 2336 Member Sec x jinj LC y On] LC z fin max 2337 ax 2339 341 1 max 342 2343 2 2345 1 1 max .018 -.953 .018 -.956 .018 -.958 .018 6 ax .018 -.961 13 max .018 -.962 LC x Rotate jr..; LC (n) Uy Ratio LC n) Uz Ratio LC ..::....::. : ` 7..... 982 #19 :.1, 11 .06 13 2.664e -3 11 6 13 2.66e -3 11 6 13 4 2.657e -3 14 14 13 8671.42 11 9058.552 13 13 8320.65 11 8682.125 13 i 13 8258.487 11 6 13 2.653e -3 13 .059 6601.4 14 : :f 4 7 : 14 13 6950.106 14 13 2.65e -3 13 6666.506 7:6090-4..42....6.32. .059 13 2.646e -3 14 max With- max .018 .018 -.962 -.962 .058 .057 8613.363 13 8835.209 13 7 9378.398 13 NC 13 13 =12` 13 8452.705 S$.4' 2355 357 238:: 2359 2361 M61 max max max .017 .. > : tI34 :2 .017 .017 .017 -.962 .055 .054 .053 .052 - 007> .051 .051 .051 0 ":... NC NC NC 13 13 365 2367 X3:68: 2369 2$:70€ 2371 2372" 2373 .017 .017 .017 -..oai .017 .016 -.957 -.956 .051 .051 2.628e -3 2.625e -3 7582e- 2.621e-3 MOO* 2.621e-3 K7 578e *4 2.626e -3 NC NC NC `1 1C 13 13 13 13 NC 13 13 13 2.641e-3 miigeOrnii 2375 2377 2378:: 379 2381 383 7 -.954 7 -.953 10'147 7 -.952 "10 ::::::::::41417A11; 13 12 13 ! :12 2.655e -3 8 $3 4 2.66e -3 4:4760.4 2.665e -3 NC NC NC NC NC NC NC NC NC:: 12, 13 13 max max .016 .016 .016 -.949 -.947 .051 2.68e -3 �<<> ;:; ` 7'':; ;; ' <:9L#6< =. €2 23`.$8:: = =.. ::: �" ...: -:... : a' >�1t�'::: >: :�#� .............`.1 �1........'1,�4.�`±....... _.: �...... . RISA -3D Version 9.0.1 [Q :\... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 57 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 710/A Envelope Member Section Deflections (Continued) 387 ..8. 238. . 2389 Member Sec x fin] LC y [n] LC z [n] .016 7 -.946 14 .015 7 -.944 14 max 15 max 2391 2 393 395 23:86`: 2397 8' 399 2438: max max .015 . . - 4 .......:::: .015 .015 .015 ..: #32 .015 .051 14 .051 LC x Rotate (r... LC n) Uy Ratio LC n) Uz Ratio LC 13 2.684e -3 13 NC 14 NC 13 2 f g038e4 10: },.�1/ 2.689e -3 13 NC 14 NC 13 .051 13 .051 13 7 7 .052 13 .053 13 2.709e -3 x348g7e'4> 2.713e -3 . :.4' :.9:`7t'18�.. . 2404: 405 2403:: 2407 408 2409 M62 -.939 ................. 1< 7 -.939 2413 41.4 415 max max >I:i�llt.i max .015 .014 .014 .014 .014 .014 `033 .014 -.94 a -.941 ........ ... -.942 -.944 -.945 -.946 -.947 .056 13 .059 13 .061 13 .064 42 2.92e --3�y `2$2`#.�Y:.�7` 2.961e-3 y� p � , { � ..4:.t.59.64: 3.002e -3 NC NC NC NC eggg NC SIG NC NC NC NC NC 8490.118 NC ..rN €' >`» >' NC NC <4T'« NC max max bin max ri max 7 -.947 14 AV 7 -.946 14 7 -.945 14 7 -.943 14 .07 .07 03 .069 •:832::;:': ..:.:............... .068 :12< 42_ 13 13 14 14 14 14 941 NC • max .013 max .013 max .012 -.938 -.934 472? -.931 -.928 -.925 .067 .066 .065 3.291e-3 3.332e -3 :::1:: .4'. 4e:.34 % 3.374e -3 9401.103 .6M89 45:1 NC NC SAWN 3.456e -3 2439 20 max .012 7 -.923 14 .066 13 3.497e -3 NC . 113,99$ NC NC NC :.:. N'» I 13 NC 14 NC 13 RISA -3D Version 9.0.1 [Q:\...1... \99- 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: 1 7/, Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z fin] LC x Rotate :..: LC (n) Uy Ratio LC (n) Uz Ratio LC 3 12............ 1...........:. ']2: 2441 M63 max .012 7 -.923 14 pi .066 13 3.497e -3 13 NC 14 NC 13 2443 max .012 7 -.922 14 .068 13 3.602e -3 13 021< >>>:... NC 14 NC 13 13 2447 -.921 14 .077 13 3.706e -3 13 13 3.813e -3 5 6593.671 14 NC 14 NC Ilq NC 13 2449 max .011 7 -.92 14 .082 13 4.029e -3 5 4847.541 14 NC 13 €1< 2451 2 2453 max .011 7 max .011 ...:::.::;. 2455 8 max .011 -.919 14 .088 13 4.246e -3 5 3876.092 14 7242.078 13 -.918 14 .093 13 4.462e -3 5 3285.726 14 5697.153 13 .i::i: :..i:.. . -.916 14 .098 13 4.679e -3 5 2912.823 14 4769.493 13 't2� ��62�6- ?��2: 68>{ �i��.::<:. 1. .:�...:.::: %�.:>::::..::::1�::: 5 2679.463 14 8276.215 5 2457 max .01 -.913 14 .103 5 4.895e -3 ...:i':b:: »4....'12...25531.33..1...... ...i.. :...i iiyyj ?i••.i %,:: i......i:::!i....:iii 2459 10 max 1 -.909 14 .108 5 5.111e-3 5 2546.166 14 7256.436 5 2461 2463 11 max ... 12 max 1 -.904 14 .113 5 5.328e -3 5 2493.762 14 6672.02 5 2465 1 max E3f%>: <? .01 is -' '' .01 '::Y4-"' :i.y %:�•'i`-: is %::`:: <:: -::>: ;: si iY: + %.:::..,: ,..;; %:` %,% .:.;'- .,:..; i;;riiii -.898 14 .117 5 5.544e -3 5 2516.239 14 6400.562 5 - k; -.887 10 .121 5.76e -3 5 2269.188 10 6395.402 2 5 2467 14 max .01 2469 2471 P: •�/�j�• •• iiiiiiiiiiiiiii is :: :: ?ii �;: *Ti':'ii� -.875 10 .124 5 5.977e -3 5 2457.176 10 6665.333 5 1:6,;,#75..::1:::::: 47f x#36 % 12: 5 6.193e -3 5 2769.756 10 7283.322 5 1 max .00r�9a.�y 7 ax .009 7 1 247}}3 17 2F�:iiiiY: iii:%:: } %:`:n;.y.ijj::;:::i>fi:;::4::: 2475 ii ax .009 18 max .009 -.861 10 .126 -.846 10 .128 SiY: -.83 10 .129 5 6.626e -3 5 4213.302 10 NC 5 1......... .:........:.._........ Q . ... .. ......4 .423 $ 5... ....7........03M1t�......2.. -.813 10 .13 5 6.842e -3 5 6138.459 10 NC 6.41e-3 5 3289.402 10 8437.296 5 24° 2477 24:'x`- ><'% 1 ax .009 -.796 10 .131 5 7.059e -3 5 NC 10 2479 2 .......... 2481 M64 < 1 ailafi ..:..::; max -.063 12 -.779 10 .008 7 2.76e -4 7 ::: :r;;i +:; >. ?::3ii:i..: :: <:: i:: i:: ii•- i:.:.::•:;: i:..:;:::':'::: ::::iii:i ..:...:::3 %:::i:. i.:::;;. ;;•..: :.;:•.;;:;;:; % °:• °.-::::: ?;i %: % % %<: 10...1561.e-3...1:0 2483 2 max -.063 12 -.762 10 .008 vim: ;•: �:;! ;.;': v-- !::;•iiii: •ii':.-:.:{ !:: -:; {.; :::.::.. :..!4i'! {..; { -:;: yry:- :•: ;;!; ;! :; .• :_:...; :iii ... ..., . :.i. :., :.:.... { :j:.. :..... �' � :: 2485 3 max -.063 12 -.745 10 .007 7 8.193e -5 7 ' 2487 4 max -.063 12 -.728 10 .007 2489 5 max -.063 12 -.711 10 .007 7 - 1.077e -4 11 503 1►1 2491 6 max -.063 12 -.695 10 .006 7 - 1.999e -4 11 NC 10 NC :.. : : ::.: .........: .. . ;:':- i:•: =.;:.i 'ii;:i:i:.: -2::;: : ii:;:i; : < :.:; ::.:: " :c:;,,. - ';;$:;;'::::;X 7: :; :::::i:::``:::i::E ::::;;::t;: ":i:::;::;; :�,(,...;: .:.....::... .........::...:..:.:.:....:.... 3s:1: ' •-;•::;;.;:. :.::.:::::: ::;..:....:;- .,.�. >;; ::::i::'.; . .. :.: :... "t: ' ":i: >ii..:: ' i::; .;:.;:::.: %::.; :4: %: %: % >_ > %:: - �?03�<%: «<_;:: >1:0<:<- `I:%:� >.: %::k�:z_ %:< % ><::1�:• -:`«<: <: < % >'t >< % >: >::<= : %:= :< % :.... ...#�. NC -.779 10 .131 5 7.275e -3 5 NC 10 NC . ............................... 1.79e -4 7 NC 10 NC - 1.513e -5 7 NC 10 NC NC 10 NC NC 10 NC RISA -3D Version 9.0.1 [Q:1... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 59 Company Designer Job Number • : Engineers Northwest Inc., PS : DML 99136045 Sabay 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] 2493 7 max -.064 12 -.678 10 .006 LC x Rotate [r... LC (n) Uy Ratio LC n) Uz Ratio LC 10 NC 7 10 NC 7 7 - 2.92e -4 11 NC 241x:4;:;;: � -` <. .................. 2495 8 max -.064 12 -.661 10 .005 7 - 3.841e -4 11 NC 24'x; ; « ' 2497 9 1 - max -.064 12 -.644 10 .005 11 - 4.762e -4 11 NC 2 10 NC 11 2499 10 max -.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 2502 ......................... . ttift 2503 12 max -.064 12 -.594 10 .004 11 - 7.526e -4 11 NC 3i:K'i :.. i%% �Y::'": �1�' AM. �iii '':ii:�ii::.:i::.',iMi�3.4•y ?. 2505 13 max -.064 12 -.577 10 .003 11 - 8.447e -4 11 NC 25.10 i>' 10 NC 11 10 NC 11 10 NC 11 2507 14 max -.064 12 -.56 10 .003 11 - 9.369e -4 11 NC 10 NC 1 1. 2509 15 max -.064 12 -.544 10 .002 11 - 1.029e -3 11 NC 2511 16 max -.064 12 -.527 10 .002 11 - 1.121e -3 11 NC 10 NC 11 10 NC 11 2513 17 max -.064 12 -.51 10 .001 11 - 1.213e -3 11 NC 2515 18 2517 19 max -.064 12 -.493 10 .001 11 max -.064 12 -.477 10 0 11 .2.508e - - 1.305e -3 11 NC -25:.• 3.{: <11...... - 1.397e -3 11 NC 11 10 NC :: >10 NC 11 • 2519 20 max -.064 12 -.46 10 0 11 - 1.49e -3 11 NC 2520 33' 2521 M65 1 max .041 10 -.781 10 .131 4 7.309e -3 4 NC ': •'L'Si::ii! :: iii %:y;:y �:; %:; { %:: r'Iii % % %:; 2523 2 max .041 10 -.795 10 .132 4 :47 7.054e -3 4 NC 2525 3 max .041 10 -.811 10 .134 6.799e -3 4 8850.207 10 NC 11 10 NC 11 ........... ............................... 10 NC > > 127& 10 NC :14 1513 10 8032.44 4 1 Oltt >: %:: %:: %•. =: i�x 'S: [i% ti %: ?:f: ?ir:% :i:: %::Z:: #:% 2527 4 max .041 10 -.826 10 .135 4 6.544e -3 4 5755.296 10 5397.151 4 2529 5 max .04 10 -.841 10 .136 4 6.289e -3 4 4289.698 25 2531 6 max .04 10 -.856 10 .137 4 6.034e -3 4 3467.78 2533 7 2535 2537 2539 8 max .04 10 -.87 10 .137 max max 10 2 2541 ........:. 2543 11 12 ...... .......................:....... 2545 13 max NAV .04 10 -.883 10 .136 .04 10 -.896 10 .134 .04 10 -.907 10 .131 max .04 10 -.914 14 .127 max .04 *WV kikaftirg max 10 -.92 dig 14 .123 .04 10 -.924 14 .118 4 9 1: 5.779e -3 4 2965.865 >: 5.524e -3 4 2648.636 4 5.269e -3 4 2451.427 4 5.014e -3 4 2341.539 083e;- ,i1: #> 44Ex��89 4.759e -3 4 2352.489 10 4131.076 4 < 1<> `3 2241i322 10 3413.697 4 «1 :2998828 ::1#3' 10 2973.807 4 111:4„.,.•.3 111:: iN 10 2697.396 4 4626141 4: 10 2529.934 4 10 2444.216 4 14 2428.103 4 8 4.504e -3 4 2380.252 4.249e -3 4 2483.269 14 2036.308 8 !i; :1'111'::'... 11' %«........ 14 2134.914 8 RISA -3D Version 9.0.1 [Q: 1... \...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 60 • • • 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 na..........LC ::,..:.y fin) Cz (inj LC x Rotate fr... LC -.: (n) Uy Ratio : LC.; (n) Liz Ratio LC ::;.. , iii-- F..ii} .i �x7:::..:::.:-:-:;;->:-:;-:;->:-:;;;-}}:; �;::.>.:::.:: �-. �. �... 1-* ii.! 3:::: :$: %.`.iiJt: %:;;: %::: %:::�::::i ::2 %i;.�:r'lV�.; ;; �:..•. <.;'.}::;;':�Z.M?� -::::: :: �:�: <:.���..�_'1'`i %�. .. 2547 14 max .039 10 -.927 14 .111 8 3.994e -3 4 2680.602 14 2314.219 8 ::: ::: ....:................. >::;..... :;;;;;;;.;.;;:;;;<; .:w4:.4ii9>� >;f'�'��`''.�a12�'= 44:1`2.:` 27 ZS. 4. t3.... �::.. �:. �:.: � :.:::::::::.: �.:..:::::::::.. r. �I. t�...... ....Qtt7:..::::.::.7..,.::.:�:. _ 2549 15 max .039 10 -.929 14 .103 8 3.739e -3 4 3013.695 14 2610.933 8 : ...........:::::.:.::.:::::::::.::.:::::..::::..:.:::.:::::...:::.:.:::: �...:......:::.::..:..,..,:.,:.,:.;:.;--.:.}:::-- � } }ii;: :.i }i'- . } } >:i:.i; }:.ii;. ,..,.... iii:. i:::.;.:....}: i:: .i';i..,..:.,..;:.; }; ". >.i }--: �':.; �:.......}',:.}..::..;'::.,:.>::::}::::;-:><: :: >,:,.:.,::;<::<; ::<;<;'::�:;: ......:. .. . :'; :.:; ..:..........: .........:... :.:,::.:........:. :::.... :: « <. }:.: :::::: :: >�::�� » »:�:> �.r� > »::::; >43..:.1.::if99e»4:> ����.:<.;:;;::::> ::: ::::.:::.: < >:;':; »; >:: «;;;:,; <; ::I:�#I{3.:: iii. ::��:: iii} <:;.:...:......,..........:......,......:.. _,.............::.:::..::.. ,.. :.............................. ......................... . 2551 16 max .039 10 -.929 14 .095 8 3.484e -3 4 3571.414 14 3103.051 8 <= �3<:<_3 =858 ...... :... . ........ : 8 3.284e -3 8 4566.749 14 3976.915 8 : .: ': 34',.i:9 «< >. .�3....�.3..Q38..4....13.. 4�r3...r1... . 8 3.11e-3 8 6645.087 14 5796.537 8 . ..................::.::: :..... ;�6{.W.04��#: x:1:3::::7::.42 >:#:8a: r.:....... 8 2.936e -3 8 NC 14 NC 8 8 2.762e -3 8 NC 14 NC 8 8 2.762e -3 ;:.:;. 8 NC 14 NC 8 ... : :.:...:. ......::..: :.... '€.3.......345 -� .. �.3. .. NC 14 NC 8 NC 14 NC 8 7420.353 14 7850.168 8 • 4$4 103. >13 2553 17 max .039 10 -.929 14 .085 2555 18 max .039 10 -.929 14 .075 2557 19 max .039 10 -.927 14 .063 25N .. %y:.::;a.. :;ii:}'::' :.. 7 -' -.8'::::::1:r -«;,,- .1.02;1 „iii: ry�/{(:; C� � ":'': "::i:_:.::: ::i::.:>:::: :: %:* %::: %`'::`i`i'i '' y'y ::. w::. E::::' {'''}:1 :'i:yi%!:�:1 W.:: V� :: �:_ :;i::r 4::'f!; ::::: ;::: }: }i:- :111::;;1: is ; /: {1!�.:; :::.;;::��V ".Y ".;i: % :i: v �:.: • .. .. i r .�i� ", r� .. ; .. .. 2559 20 max .039 10 -.926 14 .052 ink 2561 M66 1 max .039 10 -.926 14 .052 g5fi2:- i:; ::::::::: :::: :: % %:: >�:;i t iiY':;:- t:;'? v?:::::::-: 2563 2 max .039 10 -.931 14 .056 2565 3 max .038 10 -.936 14 .06 2567 4 max .038 10 -.941 14 .064 -� t�< €.....� .ESA= .... :... :........ :.: .038 10 -.946 14 .068 2569.5:.::.. max ..:: .038 10 -.95 14 .071 2571 max .....:.........:..........:,. �..:..: 6,.:.:. .:...:. m........:.:.:.:.:::::::,:::.. m..::::.:..:.:::.... ...:. :....::::.:::::;:::..:..:; 2573 7 max .038 10 -.953 14 .074 2575 8 max .038 10 -.955 14 .076 2840 f : { gletidtPM 2577 9 max .038 10 -.957 14 .077 N�::n v::.;.; �,f!!'��� }� ";: i:;:;., :�i_;i::i:::... .......��., 2579 10 max .037 10 -.958 14 .077 r 2581 11 max .037 10 -.958 14 .077 252 2583 12 max .037 10 -.957 14 .076 8 2.759e -3 8 ...... :,.: 73.::'3.3..: .3....� 8 2.755e -3 8 :4 8 2.752e -3 8 1<:35e=:3`3 8 2.748e -3 f 8 ' ;3ina1 *3:.::13.: 8 2.744e -3 8 RANO :AZ 8 2.741e-3 8 €;1:3 : i354e- 3': <1:3> 8 2.737e -3 8 , -;: ;, ::1'i: 8 2.734e -3 8 s++: :: ':���:.. ::x.:357 �" ��<33> 400000 0.0t . 8 2.73e -3 8 - :4584; :::::1sx%:. 8 2.726e -3 8 8 2.723e -3 8 5757.129 14 :: 5972.66 :: 8.. 13: 8� �.. 52.:«1 << X55 � ....... 4840.671 14 4934.507 8 ..:..::.:.:;- .,:.ii :::rte }'::<: : };...,..� ....:: .:.:.,:.. :_�. 4307.588 14 4320.187 8 4338360 REM:MU:02Z .1:: 4008.074 14 3957.634 8 :113 ;41352:. ;;1:: >i :3 .3:"x.4..1.,. .18::x. ......... 3874,431 14 3767.202 8 3878.732 14 3712.577 8 395' :i:: -: :. ;3 8 4018.308 14 3782.967 41i90.71:1: 4313.437 14 3988.076 8 8 2585 13 max .037 10 -.955 14 .073 8 2.719e -3 8 4814.517 14 4361.338 8 2587 14 max .037 10 -.953 14 .071 8 2.716e -3 8 2589 15 max .037 10 -.951 14 .067 8 2.712e -3 8 ::::. �:.}}.. �:..}:..::.:; ::'.i }- ;:. }:.:•;:;<.:�:.:. }:.:. .:.::: ", , . t0::. .: :..' >3:..:.'€,i....6:1r»:3..: 3 :.;:;; 2591 16 max .037 10 -.948 14 .064 8 2.708e -3 8 5623.669 14 4973.49 8 6949.46 14 5967.609 8 i . >;i1ii- i::5620 3:0..6: . 91::: 9257.05 14 7652,527 8 .:..:..:...::::: ::::: ::::::.::: : :.: :::::<:::.: ::: ::. ;: .:::: ;::.:.:... ,i: ;- } }::'.: ;:,Q}...: :: i::;�:;;;::;; ;;4i }:%4•.....:.1{1 } }:: .T }:1 }:.:4. } } }. •; r. {A�: /vi }:��[.:: -i: :::: +:: y!i:..::: }� ' g :::{ ;I: 1::::!!13- 14:::1: :i: i ::ii '4.:i+ i. \ 3:::: ::1 i -12 : V: :M" 1[.Z: . - 2593 17 max .036 10 -.946 14 .06 8 2.705e -3 8 {� q1 (yj(J(� sy� '��//(:iii 'I- > <�''- �'�� }�:Y'.' <1:; < >� }:i::::.V ii�:Y :- ..:.- .L.vYY' �.:' 1. .:��i�'•'' - ,- •- •i�i:.Y' :'-.. -� ::..�.: :�:'`�'::j'iii:{: -iii: ii:::: �:w. :I }:�:i }::i: )::. �:.iiii: .......... 2595 18 max .036 10 -.943 14 .057 8 2.701e-3 8 NC 14 NC 8 ii <` 'ire < » =:�'' 1`:- i1>> .:::.:: :: . «4:111: 2597 19 max .036 10 -.942 14 .053 8 2.698e -3 8 NC 14 NC 8 259$::«::::>::::>:>::<::i :<::<:::- :.::: . 0 :- :a 0`....... . f ; :: ....: 14 NC RISA -3D Version 9.0.1 [Q:1...\... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 61 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 2599 2 max 2601 2603 M67 max x [in] LC y Dn] LC z [in] .036 10 -.941 14 .051 1>9i> .036 10 -.941 14 .051 LC x Rotate [r... LC (n) Uy Ratio LC 1n) Uz Ratio 8 2.694e -3 8 NC 14 NC 't: >373 N LC 8 2.694e -3 8 NC 14 9198.484 8 max .036 10 -.941 14 5 8 2.671e-3 8 NC 14 NC 2605 ax .036 10 -.942 14 .049 .036 10 -.943 14 .049 2607 max 8 2.648e -3 8 NC 14 NC :�... 2609 2810 > max .036 10 -.944 14 .048 :::.....:: 8 2.626e -3 8 65641:41', 8 2.603e -3 8 NC 14 NC NC 14 NC 2611 6 max .036 10 -.945 14 .048 f- i:- i' i:!-::-' i;'3!ii..!:':"'! %i:_.}:...,:,i. .;:- ::ii ":.,..:i..: .... iiT yi�=. .,. . ::: �....�.y�y{�`::`C= Y::i�:::j 2613 7 max .036 10 -.947 14 .047 8 2.58e -3 2615 8 max .036 10 -.948 14 .047 2617 9 max .036 10 ? 2&1: tn -.95 14 2.557e -3 .................... 8 NC 14 NC NC 14 NC 8 2.534e -3 8 NC 14 NC 8 :, .047 8 2.512e -3 8 NC 1 t39e -3 14 NC 2619 10 max .036 10 -.951 14 .047 8 t2:.:;:. :. 2.489e -3 8 NC 14 NC 2621 2623 2& '' 'd 11 max .036 10 -.9`5�2 14 .0�y46 12 max .036 10 -.954 14 .046 y 4 NC $ 2.443e -3 8 2625 13 max .036 10 -.955 14 .046 2.42e -3 NC 14 NC NC 14 NC . �;- s >:: >::;:::: :: >:: >::;; >;;: >s;> s;i; »�:: »:::: >s > >::> ri11i1.i iii;i:•::<�:� Gtr;;: -:; :i;�::» ..11..41 Q2..e~` 2627 2629 14 max .036 10 -.956 14 .045 .:::...:::. 15 max .036 10 -.957 14 .045 max .036 10 -.958 14 .045 831 1 8 2.398e -3 8 NC 14 NC 8 2.375e -3 8 NC 14 NC 8 2.352e -3 8 >`3' 9> '. NC • 14 NC 2633 1 max .036 10 -.959 14 .044 8 2.329e -3 8 NC 14 NC 43 �9 04i 4_:1.3i: 2835 1 max .036 10 -.96 14 .044 8 2.306e -3 8 �- - ...... .... ..... ... 3::: , . �3 .8,7�€Ser4'<1:3= <: =;«�I: .........,4�.12«!« !,.7<..: !:! : :..'t.,477- .:...1....,!!;!<:;: 00 ..........::.: NC 14 NC 2637 1 ax .036 10 -. rJf :eY:i ":` is 1 14 .044 8 2.284e -3 8 NC 14 NC 2639 20 max .036 10 -.962 14 .044 i 9 <«< 8 2.261e-3 8 NC 14 NC 2641 M68 .036 10 -,962 14 .044 8 2.261e-3 8 <1:3 .036 10 -.963 14 .044 8 2.312e -3 2643 2644: 2645 2647 ax 8 NC 14 NC ce::;: 18 NC 14 NC max .036 10 -.964 13 264.•48 2649 14 .045 8 2.364e -3 8 NC 14 ax .036 10 -.965 14 .046 14 .047 max .036 10 -.965 7 NC 8 2.415e -3 8 NC 14 >: € :3 8 8 2.467e -3 8 8673.404 14 NC i.1'. 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 :\...\... \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: gym, Envelope Member Section Deflections (Continued) Member Sec 2653 2654 .; ......................... 2655 x jin] LC y f!na...;.:::LC::.;;..; z ph) LC x Rotate fr... LC (nU,y Ratio LC (n) Uz Ratio LC 1 7 max .036 10 -.966 14 .049 8 2.57e -3 8 6491.977 14 NC mtn 0.'13 .....Z ........'1..474 .:.:1...........013.: . 8 max .036 10 -.965 14 .05 8 2.621e-3 8 6007.241 2657 ggigigZaNg 9 'nii max .......0:1.3;:;;{•: !4:7 % >:: 14 NC .036 10 -.964 11 .051 8 2.673e -3 8 9002.78 11 NC 2659 2666 0 2661 10 max .036 10 -.962 11 .052 8 2.724e -3 8 8610.205 i1:TR1I:R�i C: ' - d! 4J 11 2663 12 max .036 10 -.96 11 .052 8 2.776e -3 8 8510.732 max .036 10 -.957 11 .053 8 2.827e -3 8 8691.221 2664 2665 ° .....:........�. 13 max . » ± 82 >- >:<< <> :`:w i 'I >5> >` 1 ' 4 If:84 3 13 >: 4119 >111 : .036 10 -.955 11 .054 8 2.878e -3 8 9183.729 Mat- 667 14 2669 15 2671 18 • 2673 s2675 2676:. 2677 2678: 679 2680 2681 2683 2804 2685 2687 2689 2691 .;.: 2693 7 17 18 max .0.36 10 -.951 11 .054 2.93e -3 8 NC 11 9518.545 /8 11 8647.971 8 11 7976.372 8 r'1 11 7430.284 8 11 6956.224 8 11 6513.479 8 ........: .........:...:.:...:........... <13 11 6071.512 8 max .036 10 -.948 11 .055 8 2.981e-3 8 NC rr�itz:. 13` V.4WWi! max .036 10 -.944 11 .056 8 3.033e -3 8 NC max 1:$23 .036 10 -.941 11 .057 8 3.084e -3 8 NC 11 5610.087 8 11 5120.41 max .036 10 -.937 11 .058 8 3.136e -3 8 NC 19 max .036 10 'iiiA....... ............................... 20 max .036 10 M70 .,.....,.:...:1.::::: max ..019 7 2 max .019 7 3 max .019 7 4 max .018 `fiii E1 5 max .018 max .018 7 {t lt :' :.e :3 :: -.933 11 .06 8 3.187e -3 ' 8 11 4605.444 8 <. °: > 'E432> >� :, :;;;<;t37....- ......:13.. '1.;23::131 >-�1�«<«�`'I > >�.... -.93 11 .062 8 3.239e -3 8 NC 11 4078.034 8 .:.�1s279e• :�[= ':���:'•i: %: % *.Yld .......... �.. .......�.: " -.555 11 -.127 14 - 4.797e -3 14 NC 11 7699.306 14 .:.,::,.i�1Y.�:iiii i' .ii il.iii .:ii:::::.R.4•�i:':'i: � ii:�.1.:ii; �'i �M ".it�/�'�i �ii'4:iii -.56 14 -.126 14 - 4.779e -3 14 NC 14 9559.629 14 ii'ii.: i:k . i; f•. is ,.. X59.. >:��: >1: >:::::.,2. :±1: > :..:4.: � : ' e2 <:'� >: >- >; » >1ti1C: > >< - >;1> » >`. % >:. 84#......x........ .....«<< <:= -.564 14 -.124 14 - 4.762e -3 14 NC 14 NC 14 -.569 14 -.122 14 - 4.744e -3 14 NC 14 NC 14 -.573 14 -.12 14 - 4.727e -3 14 NC 14 NC 14 :: 85:::;::: >i1;ii�i;...::. 244<:: i::::: :::.4.::; >....1...113'�2:: >�4<; � >� >�!': %�:€ <:> � >1> < >� > >1±tC >> ;�€ -.578 14 -.119 14 - 4.709e -3 14 NC max .018 7 -.582 14 -.117 14 - 4.691e -3 14 NC num 14 NC 14 NC 14 14 2695 max .018 7 -.586 14 -.116 14 - 4.674e -3 14 8707.547 2697 9 max .018 7 -.59 14 -.115 14 - 4.656e -3 14 7887.135 242:::::. r. 2699 10 max .018 7 -.594 14 -.114 14 - 4.639e -3 14 7401.261 14 NC 14 14 NC 14 14 • :.701 ... ............................:11 703 NC 14 12 max max .018 7 -.598 14 -.114 14 -4.621e-3 14 7 .018 7 -.601 14 -.114 14 - 4.603e -3 14 7 175.075 14 NC 14 lad >'- :x':1:1 179.649 14 NC 14 1.2hS. a..1.... 0.31.. n.4... RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] 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: 0�, Envelope Member Section Deflections (Continued) Member Sec 13 14 max x [in] LC y [in] LC z [in] LC x Rotate [r... LC n) Uy Ratio LC n) Uz Ratio LC .018 7 -.603 14 -.114 14 - 4.586e -3 14 7422.834 14 NC .017 .017 7 -.606 10 4 >` -. 7 608 14 -.114 14 - 4.568e -3 14 =3 14 -.115 14 -4.551e-3 14 7954.604 14 IIC NC 14 711 712: 2713 2:14: 2715 2X16: 2717 712: 2719 2: 2 2721 - 4.533e -3 2722: 2723 2724: ............................... M71 .017 .017 - 4.515e -3 ...9 �i21.e.3. - 4.498e -3 `�9584e.:2: - 4.48e -3 -.616 -.616 -.118 - 4.463e -3 14 14 14 max max .017 .017 ....:. .... -.118 :x$:452: - 4.463e -3 NC NC NC ><l`I <<< NC NC NC NC NC $0.:'22* NC 4345 NC 2 dt0 ` -.619 -.118 - 4.463e -3 2729 22�!: 2731 7321 2733 274: 2735 2 2737 .......... max max ri1 max .016 .016 -.621 " -.622 - 4.464e -3 - 4.464e -3 NC 14 NC 14 NC 14 741 2742 743 2745 max iggfaganni ............................... .016 .016 .016 018< >> ".015 ,10' 7 7 11 -.625 -.625 1:3:100t : -.625 -.626 - 4.465e -3 NC -f1 .015 7 .015 7 .015 7 - 4.466e -3 - 4.466e -3 8 6O9r - 4.466e -3 -.626 2757 19 - 4.467e -3 NC NC NC NC NC NC NC NC NC NC . ..�.' i..Y.•: ::;> . ::: #:i :6::::::i::��{{� .. � ":.....:::!pF.'::" 815. �"�`::'4::;': .015 7 -.626 14 -.114 14 - 4.467e -3 14 NC 14 NC 14 RISA -3D Version 9.0.1 [Q: \...\...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 64 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 S 2761 :........M72 1 max ec x in m .015 .015 .014 m .014 LC in LC z in LC x Rotate r... LC -.627 -.113 - 4.468e -3 -.627 -.113 - 4.468e -3 s :. >:..:::1:.f��#< >» ....:.YY:- .'1::11::;:: >� • -.628 -.112 - 4.387e -3 - :7 -.63 -.109 - 4.306e -3 1 -1016 ,;.: ,: -.632 -.106 - 4.2K25e -3 . "1`";.}//}..���. :::: :;ii:;:iM•`:.. .i:: - 8+389: -.634 -.103 - 4.144e -3 «' n U Ratio LC n Uz Ratio LC 14 NC 14 NC > 'NC NC 14 3742.132 lam: €" RAM NC 14 4018.907 2767 4 max 769 max 2771 . ...:.::..::::::.:..:::::::. 6 max .013 .013 MOWN .013 .012 .012 f2Yl ?<> .012 NC 144483.388 NC 14 5186.249 4 9823.496 14 6223.543 • 42042 ts10 -.097 -.095 -.093 45404.5 11 5342.322 2779 10 max 7 -.64 -.091 ............... .................:...::::::.:. > >' <_: < < >: » » > >> try:: ««::: :: >::::<:: r 781 11 max 7 -.639 -.09 14 - 3.659e -3 m 5154.84914 NC imm 2783 1 ax .011 9. -.638 , ' - 3.578e -3 53A/5,w�,JJ26�..79}�3Yj. 14 NC 14 ii ° � �- a : • 5781.092 • .011 ''�" ° :=4:x€322:::;:':: s ?I 3t1; 2787 14 max .011 a 6526.308 14 NC 14 ': >: i>; a s 6: -.631 -.089 - 3.336e -3 7770.445 NC 14 ...:.......:::.: r ......��...:: 2 8�221�52= ."-7 -.627 -.09 - 3.255e -3 9912.639 NC • - 3.174e -3 NC NC �€1E1<�173€ • • - 3.093e -3 NC NC :;::i::i: NC::: >: NC 14 7764.632 14 NC 14 { NC NC 14 NC 2791 11116 max 15 max 27Z"Mg""""":°i"6"i"""M"'i""":15;7"a . 795 18 max .01 -.618 14 ' 14-3.013e -3 -.615 14 -.088 14 -.615 14 -.088 14 .1Vf AXTi O -.614 14 -.085 14 ..................::::. . 14 -.081 14 BMW 2799 801 M73 1 max .009 .009 .009 . -.3, max .008 2803 2 2805 2807 CEZI Om .008 a -.613 II 14 NC 14 NC 14 :::::::::gtiN,acgrt: 3450.095 .. 14 886N4C.262 1144 3862.241 4624.716 mofromEN 4m . NI2 Emmtmin -.612 14 -.076 - 2.65e -3 14 5780.854 14 -.071 14- 2.556e -3 ..:34.9.0.:64111111 6034.814 14 MI9018.748 RISA -3D Version 9.0.1 [Q :\...1... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] 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] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC (n) Uz Ratio LC 2811 6 max .007 11 -.609 14 -.065 14 - 2.462e -3 14 3480.529 14 NC 14 2812: 2813 7 max .007 11 -.607 14 -.06 14 - 2.368e -3 14 2975.939 14 NC 14 2814 2815 8 max 4<. .007 11 -.604 14 -.055 14 - 2.274e -3 14 2657.015 14 NC 14 2819 10 max ......................... .298 A .007 11 -.6 14 -.051 14 - 2.18e -3 14 2458.703 14 NC 14 .006 11 -.595 14 -.047 14 - 2.086e -3 14 2348.101 14 7638.395 14 .8833 26,81.7.. 2821 11 max .006 11 -.589 14 -.045 14 - 1.992e -3 14 2309.538 14 6296.099 14 2823 12 max .006 11 -.581 14 -.043 14 - 1.898e -3 14 2338.759 14 5647.895 14 4': 313 2825 13 max .005 11 -.573 14 -.042 14 - 1.804e -3 14 2441.727 14 5401.192 14 2827 14 max .005 11 -.563 14 -.042 14 -1.711e-3 14 2637.356 14 5464.01.6 14 MU 2829 15 max .005 11 -.552 14 -.043 14 - 1.617e -3 14 2966.578 14 5848.601 14 >� X3:9' e 2831 16 max .004 11 -.538 10 -.046 14 - 1.523e -3 14 3273.273 10 .................. 2833 17 max 2835 18 max .004 .004 6678.441 14 11 -.522 10 -.048 14 - 1.429e -3 14 4193.05 10 11 -.506 10 -.052 14 - 1.335e -3 14 6109.392 10 :,-. ,.. ::::3:: " >:: <- --; $: > ' r.„ ..$2 3 4 5127,59 >:1 8308.521 14 &&tgt `;«> NC 14 2837 19 max .004 11 -.489 10 -.056 14 -1.241e-3 14 NC 10 NC 14 2839 20 max .003 11 -.472 10 -.06 14 - 1.147e -3 14 NC 10 NC 14 2K 2841 M74 1 max .133 4 -.472 10 .003 11 3.809e -5 11 NC 10 NC 11 2843 2 max �Cr!•}! _� >'?'><'! �' �� ; <j<`:� < << `< > >«� �>`' :�f sit 7 <: .133 -.488 10 .003 11 -2.597e-5 11 NC 10 NC 11 2845 3 max .133 4 -.504 10 .003 11 - 9.003e -5 11 NC 10 NC 11 2847 ..::....... 4 max .132 4 -.521 10 .003 11 -1.541e-4 11 NC 10 NC 11 ... < f<r 2849 5 max .132 4 -.537 10 .003 11 - 2.182e -4 11 NC 10 NC 11 281fl< << >« ><_ .. 2851 6 max Y.: .132 4 -.553 10 .004 11 - 2.822e -4 11 NC 10 fItt NC 11 8. 2853 7 max .132 4 -.569 10 .004 11 - 3.463e -4 11 NC 10 NC 11 2855 8 max .132 4 -.586 10 .004 11 - 4.103e -4 11 NC 10 NC 11 ��:' :::i: «�::lt�3tl::;:'..•:.:��iii �i'i':��MKl1[•ii+i�i vsS<:i:��� {I�2#3.e�3: 2857 9 max .132 4 -.602 10 .004 11 - 4.744e -4 11 NC 10 NC 11 2859 2861 11 max .132 4 -.618 10 .004 11 - 5.384e -4 11 NC 10 •1 NC 11 ... €lxt::: :8< 2062 MEM;:IginE .132 4 -.634 10 4 `.. .004 11 - 6.025e -4 11 NC 10 NC 11 rtios : 2863 12 max .131 4 -.651 10 .004 7 - 6.666e -4 11 NC 10 NC 7 RISA -3D Version 9.0.1 [Q: \...\...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 66 • 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 Sec x in LC in LC z in LC x Rotate r... LC 8. .131 4 -.667 10 .004 7 - 7.306e -4 :. .131 4 -.683 10 .004 7 - 7.947e -4 «::: a - .:11.g364 F .004 7 - 8.587e -4 7 < - 17;;`` : :?- : : : >: ::: a F .004 7 - 9.215e -4 7 NC F .004 7 - 9.835e -4 7 NC 10 NC ....... 3:135...... ;1$89643:::::110::: .. . E: a F .004 - 1.046e -3 7 NC 10 NC a : >:.. 039 %;: . : >; :�:8..�3 >:: >::> .: C:: » > ::.::. -.. . 10 .004 - 1.108e -3 NC NC %ii ® 9 p "C': ::.. 10 005 - 1.17e -3 7 NC 10 NC � p�.' .�} g M79 1 14 7.68e -3 NC 14 NC e-<:: ::<:::::>: ;<::«::<: » >: :;::;:<�::<;<:: ><:, :: >::;: % >:, :: < > %:: % >: >:> : ::...: :::.:.946:x: >«: :4274tM:.8:.: ::426:;772::::: .354 1 -.585 14 4 7.69e -3 • NC 14 NC "2'> 4�43�343s >'NC : : : :'' . : ;::. • . ..:;. 7.7e -3 14 5509.47 ' - > <« > 14 1 7.711e-3 • NC 14 4147.827 ®m .131 0 -.699 2871 1 max 131 -.716 2873 1 max 2875 1 2877 ............ 2879 28:88: 2881 2882 2883 2884:: 2885 2887 .131 -.732 (�Ct� gift .131 -.748 n L/ Ratio LC n Uz Ratio LC NC 10 NC NC 10 NC 11 NC 10 NC 10 NC 3 max max 2p8� 92�9�1 28? 2893 8' 2895 2498. :::58-3:15'.' P 7.7A 21 a -3 :.3 4 NC :-y x� i P }.3.711%.11: .351 1 -.583 7.732e -3 - NC : - :$35::::::::: $ :: 4 623x3: 57 363 :' max .35 1 -.582 7.742e -3 4 NC 933>>:: $ max max .348 I/IQA -.581 -.58 14 .122 14 .112 -.579 14 .102 1 7.881e-3 x928' : :> mmip 092 '1:959 :€ us IBS 3158.955 SOC:04 2560.803 A340 2157.649 7.788e -3 >4<162e4 7.835e -3 3006410: 1 NC 11 1 91744 € 1 NC 14 1200.595 ``•.1 2905 1113112M1 0 m .072 0 0 .345 062 1 ;:l.!067.: .067e - 3 15 m .345 .052 8.114e -3 ........::.:V : ; : %;1 _. , P g :: r. :0:.;'" : ii ::,:.: ..;rii -3 Y 2�#:8:i:i ::i i:•.:::.::036 :::: .:525e�3:. • .s. .346 -.577 8.021e-3 Aik 2911 lip 0 2913 1 -.575 .032 .343 .575 m 0 �j r m .. - ...:..: :::::j::.::.:4. �:� :::.' iii ::•.5 'iii is :' � ..... :. ..... :::.... ::::::::_.� ,.,,:,,::::: v:::::;::::: . ........ .{ /� : ::: ::: . :x.;.i: ...:. : ^: :{. {! {iii ;L} %�........ 2915 18 max .342 1 -.575 14 .021 1 8.253e -3 1 NC 14 735.737 1 44 Ay w../}.��/��{/�}{ 4�i '�.4 i: >::.....4i::i�ti4.8::< <:.• � ;;;'i::'.'.' 1 . �Vv�l1l� ....... . ...... . . ............. •: •.:. -� ::!!iv3(Y:�v7i:i ...: a!l�tY- ^: .v.v... - . :. .. .. .. ,. NC 14 927.53 16 .344 » NC 14 1096.98 NC 14 11: -.575 8.16e -3 856.826 8.207e -3 1 NC 14 793.275 RISA -3D Version 9.0.1 [Q:\... \... \99- 136045000 - SDC 421Calculations \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: 604, 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 2917 19 max .342 1 -.575 14 .011 fy y/�A x:;;:1:..4:.. .. ... ... .. .. ' 949 :; ? %: ;:;' %:1:::: � : :�' :•`:f�0 :::: :f529.�...... 2919 20 max .341 1 -.576 14 0 2 8.347e -3 1 NC 14 566.333 2 �g20'. <.::::::;:;:::::;::::::: :: >:.:;::.:::::.::: > ;::;;::: ::. :.:.::.;:.;; ; : :. ' '::ii:;i :.;: 5 :3!:: » 1:4.;.:;.;;::- f`1C:::<: <: >:....... . :.>:';:-;:;:;::;:.;:::.::<;:;:.;:. :<.:.::: > :::::. ::::::..:rrti�.: »;:::;:;�1C.;;::.:; ;<1;4:- :.:<;:: »,�#��.:;,;.::.: #.:i �:.:;:::.;::.�:.::•.:. ;;:; >' ::;'1: _;.:5..�$e» .................. .. . . ......: ... . 2921 M80 1 max .524 1 -.876 14 .051 8 2.393e -3 8 NC 14 NC b113 1 11v>:::;;;;;3:: 2923 2 max .524 1 -.877 14 .047 8 2.309e -3 8 NC 2925 3 max .523 1 -.877 14 .042 8 2.225e -3 8 NC ..............:.... ? -if:f .............. :::: ff::::.; ;::::::: ::: ::i > >:: ::::;;:1 ..::: :::::.i ::: :: :: i < : :: ; ':1:- :: <:: :i :: - > : � 7 n:::::::::::::::::::440:::::::: :: iii:.; i;: ;;:;;;;i; >;;,:.: »::;;,;; >;;; ;r��€.::::- :::... 342.:>:::::: a: 4::::::: �.,1 �7::.-.... 1-....... .- .�01.�.......13....9.����e�4. 2927 4 max .523 1 -.878 14 .038 8 2.142e -3 8 NC .. ..................:Mg::.:: Mtg.:... :.{ 342;::::::::1'.:. . ....8 S99#411 929 5 max .523 1 -.879 14 .034 8 2.058e -3 8 NC O ir -., ;i:. :�!' i:' ::::11-13926.410: : : :.410. :: '38:1:.... 1 8.3e -3 1 NC 14 683.34 1 14 NC Migg ligiNtEgg 14 NC 14 NC 14 NC -.88 - - 38:7:::= max .522 14 .027 1.89e -3 76: .522 -.882 14 .024 8 1.807e -3 34'1 <' < ''` -1388> : -: 005 `<» 069e-4;: -.883 14 .021 8 1.723e -3 44:1:6144 :: 1 max .522 0 884 14 .019 : 1.639e -3 : -.881 2935 8 max 0 max NC NC 14 8 8 8 NC 941 1 max .521 s : 1.555e -3 8 a - 1: 3'48��4:. -. 2943 12 max .521 1.471e-3 8 :.1::4384: <13 • 945 13 max .521 1.388e -3 8 411.03#46 2947 14 max .52 1.324e -3 4 a >3.. .4 15 max .52 16 max .52 00• €:339 ?«< €< • 17 max .52 00, IWO 18 max .519 00 NC .............. NC NO Nst 20 961 M81 1 ntOna NC NG NC NC .; :: NC NC NC NC NC 8 4.... 13f. 4 NC 4 1.262e -3 4 NC 14 NC 4 1.201e-3 4 NC 14 NC 4 1.14e -3 4 NC 14 NC 4 1.078e -3 4 NC 14 NC 4 ><'1` 1.017e -3 4 19 m .519 Dim LJ -. : ;519.::: >::: S 9.558e-4 /�!{�>:::: 4$:: .519 -.876 • . 2 max .519 -.876 ... - 8: <` • ..:1:388 >> 14 .011 12 8.069e -4 44593 • 12 7.232, -4 ©m .519 1 -.877 14 .007 NC 14 NC 4 rg No 1E1 NC " " " NC r s a. NC 14 NC SC > <'> 126.396e -4 NC Oi^ i]- ° i ............................... . .. . .... -.. �j(y...... ... .. .. .......�.... .:.. .. •.: �: :.:. {141.:;;•;: :!�.� -: .:#Ri:164 i 2969 5 max .519 1 -.879 14 .003 12 4.723e -4 12 NC 14 NC 12 RISA -3D Version 9.0.1 [Q:1... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 68 .519 -.878 li5. .005 5.559e -4 NC 14 NC 39:44: NC • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: q4-4 Envelope Member Section Deflections (Continued) 2971 2973 2977 2976 2979 Member Sec Eal 2985 2987 2986 2991 x in LC 6 m 11 0 0 tri 11 11 0 0 11 En 11 El 0 0 ref SIM0 0 1i4l: 11 11 11 0 0 0 11 -.567 .:.m Egg - m .343 0 -.566 m l mx m .343 0 m� .342 1 Om 2993 004:. 2995 2€ 2997 2 2999 3000: 3001 6002 3003 3i 3005 3e06 3007 WOE:. 3009 3011 3012: 3013 MEI 3015 8 9 10 m .519 .519 .519 .518 .518 11311211 jig .518 .518 .518 in LC -.88 .518 Mm 3017 16 ®m M82 3019 3021 3022 18 19 20 EMI EOM ©m NEM [Il3:s .518 .518 z in LC x Rotate r... LC n -.881 .518 -.882 -.884 IS m m m -.885 14 -.886 -.887 ii .518 .518 .518 Om tral 6 .35 .349 .348 .347 .347 8 9 10 .346 .345 -.889 .002 0 0 m m m 14 -.001 El OBIS ® H ES El ES 6 mSIS ES El -.002 3.887e -4 3.05e -4 2.214e -4 ES El ITE ES ES SENBIERS ®- 5.314e -4 ® - 6.15e -4 Ka ES '#2563: ® - 6.986e -4 rig El -.002 -.003 -.89 SE SDI SE m ELI m m m m m -.892 -.893 -.894 .344 -.896 -.897 -.898 -.572 -.571 -.571 4:04;1 -.003 -.003 -.57 '4:4401:631: -.569 -.568 -.003 -.568 -.003 -.002 1.377e -4 5.411e-5 - 2.953e -5 Ratio LC n Uz Ratio LC NC 19991 - 1.132e -4 .=?01 14 SE m -.002 0 0 -.105 14 - 1.968e -4 - 2.804e -4 -3.641e-4 NC ES 14 NC Ofd: NC - 4.477e -4 NC NC 14 607:&946 :' NC NC Ell :3393;7.7 El mtEEMI® m m m NC in El m NC El Ell EMEMES m NC Ell ICI NC NC Ei S16.41:026 NC NC -.102 .ri�: •::SQL -.098 NC 8 Ell -.094 14 m 14 -.565 14 -.09 -.086 -.081 -.076 - 7.823e -4 - 3.783e -3 - 3.893e -3 a J - 4.004e -3 -8441 NC NC NC NC NC r m m SO NC 16116.0.4.: NC NC NC NC NC KAMMER Ell ®- 4.115e -3 a X84'163: y ®- 4.226e -3 IN ® e ES El ES -.071 -.565 -.066 07.51;; -.061 - 4.337e -3 - 4.448e -3 "32ice: - 4.559e -3 - 4.67e -3 e e,1 -4.781e-3 -4.891e-3 •2Q93 El 214:881::: ® NC m 21:545' NE ® NC m >189€ gm ® NC m 9 �N i En NC ...::m ,,.j6: e o M El NC m NC re B21:2824463.: so ise.$64E0 LI NC NC NC NC NC NC NC NC NC NC 444667f 14 NC 8 NC NC NC El Ell m Ell ES NC NC NC NC 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: 5/ftt 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 3023 12 max .341 1 -.565 14 -.055 12 - 5.002e -3 12 NC 14 NC 12 3024 :::<:;: >«< >«<;«::< >< >« »<::;:;:: ;,,::<::<::<:::::a'n1iif ;,.:,,,,2"f. ?:.:;,,.:; „a.4; «;<;R86..4 ::.:.::.::::1:«< :,,<,r.....;<::.; :;:.1:;<. *t:1- :7g3... 5...0066i.<7....:.:1....:114 . 3025 13 max .34 1 -.564 14 -.049 12 - 5.113e -3 12 NC 14 NC 12 3026 . att> 3;:<:-;<V:[6:;<;<;;.>: 1. 4.:.;;>:; x:# 93:.::.. 1�...,.:.:::::. �L 7:. ��...: : �::::::: �. �. 5e- � ....�....i.t49��.z63....1..... ''},�. -. max -.564 - 5.224e -3 - 5.335e -3 r.Q r�2Q - 5.446e -3 3029 ® .338 -.564 14 -.036 12 12 NC 14 NC .; ".:;:;:.: 0 `''• 6t�yy ;i :6�V7i:::: :0.1$t... t 48 1 16 max .338 -.564 14 -.029 12 12 NC 14 NC sic :889: > = >�: ...... . 1 .337 -.565 -.022 NC NC sic . 33 €> x:789:.8..2.. 09$ . >214�::::> ....:..889:;;: =< .Q. 1 . .336 -.565 14 12 NC 14 NC -- - 0 :682,:39 3:':: 8 9 ..: >022� ": .........:. . 1 max 335 0 ; 566 14 -.008 11 NC 14 NC .......::.. .:.::::. ................. max .334 Q -.568 14 0 • • NC 14 NC 14 1 1 1 8 -2.541e-4 14 NC 1 NC SO:: s s 1 s1p e=4`< EV ingItle:::::::% 14 1 1 1 -2.61e-4 11 NC 14 NC 3045 1 -.042 14 8 - 2.394e -4 11 NC 14 NC 3047 max 1 -.064 14 0 ::: max s 1: s • : NC 8}9 y V ddl O K 070 O 176 .:.. . .. ::i::ii 3051 ax 1 : 16 14 11 , NC : 3053 7 x 0 0 m 8 -1.531e-4 8809.789 NC 4. --13: 4267e- -5.557e-3 4 ::8.306e:3: - 5.668yVe -/3;.{{� Y 34664 -5.679e-3 11 It: max a max 0 ax 0 gitit rATA.:.:.... ®m 1 : -.247 11 .. :::::::1.!..::!..0!!! 11 s : : 1 1 - p2y677 1y1- 1 -.286 14 .00 -.126 is -.147 -.168 -.188 .88<: -.208 .002 .002 -1.315e-4 AM g.3 .003 : - 1.099e -4 <> : '' .003 -8.836e-5 001 > ><» :9 <:8814 .003 6.678e -5 1131 <` "{ .004 -4.52e-5 EIMMBEINIIES1 7871.125 ' NC 7240.193 NC NC 6831.548 NC • >87ak 6601.104 NC • 3644 «<}±tC =< >? 6531.36 NC 3069 15 m 3073 max 1 ' .003 4.951 a -5 ' `.00l >'< _ .951e- mm 3075 18 max 0 8 -.34 14 .002 8 1.003e -4 7 0 8 -.322 .003 8 7.492e -5 8481.782 NC $765i- NC NC NC 14 NC NC 14 NC 8 14 NC 8 RISA -3D Version 9.0.1 [Q: \... \...199 - 136045000 - SDC 42\Calculations \Chiller Platform 1 -2 snow.r3d1 Page 70 • 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 19 .. ............................... 20 x in LC in LC z in LC x Rotate r... LC n U Ratio LC n Uz Ratio LC ..... :,....... .......... ...,.::::... max 0 8 -.358 14 .001 8 1.257e -4 7 NC 14 NC ii•M'•. Ifg {A�{^ max 0 1 -.375 14 0 1.511e-4 7 NC 14 NC max 0 -.375 14 0 1 -.396 14 max 0 max 0 ©m 0 ....:;;; 0 3089 3091 6 0 -.417 -.437 -.457 -.475 MOM ,. 0 3095 max 0 1 -.509 Y 3097 max -.525 o•d 3099 3101 Ix 0 3105 13 max 0 3107 14 II V114:1) '' ' - 16 max 3113 17 max 3115 S max 3117 m .'x`1.6 3119 3121 M85 • ;122:_:` > ='_''««r <: ..... ...... ............. . 1.511e-4 0 14 1.735e -4 7 NC 14 0 14 1.959e -4 7 6048.962 .001 14 2.183e -4 El .002 m MTM m .002 m 14 .002 14 2.855e -4 i <; 14 .002 14 3.079e -4 .002 14 3.303e -4 NC 4240.24 14 NC 2.407e -4 3357.594 14 NC 14 2.631e-4 2849.072 -.54 -.554 -.566 -.589 14 NC 2531.636 14 NC t7 'a> 2327.993 14 NC ..3!558":. 2200.961 14 NC 14 .002 .002 14 .002 • .002 14 3.975e-4 • 14 4.199e-4 2131.838 12112.13514 (N�C 14 O 1�,/y��{�/�!/A} j���{y ::$:1A1!T!!N}:�Y���i ..:: �:f:}:T15iim^i 2140.492 14 NC 5S. ME 2222.348 14 NC 57> <> 4.423e -4 2372.212 OQ1 eft: •0 14 .001 ry� $ y� 0yy �4,`i 0 :::::::........:....... 0 Q.• $ DIME1110 RIM Rana ' 14 4.647e-4 EfEllECI3 14 NC 14 4:814,10.96 4.871e-4 7 3031.03 14 NC �� s P 5.094e -4 7 3756.941 14 NC 14 0 14 3123 0 0 5260.021 ..220.5.... 9854.628 14 NC 1656 >4<» n' NC 14 NC EANCIM NC NC NC 1 NC 3125 9 3127 F7Vi'�: �'`i ?:'S <`7 ":>�7'••''':5'r.::'• 3� 04'•' <;'::a '�.. 4 max 0 1 -.63 14 0 8 4.696e -4 7 NC 14 NC 8 ::� AT wry{ ... .f.:.�� 0 RISA -3D Version 9.0.1 [Q:\... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 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: 9% Envelope Member Section Deflections (Continued) Member Sec 3129 5 max 3131 3133 3135 3137 9 max 31 >: >`::> > << :> '?« < < :: r#1 3139 10 max 3140:` >`` > : >«` : : : :': < : : : :' 3141 11 max 3143 12 max 3145 13 max 3147 14 max 3149 15 max 3151 16 max max max 8.,... max x (n] LC y [in] LC z [in] LC x Rotate [r... LC (n) Uy Ratio LC 1n) Uz Ratio LC 0 1 -.631 14 0 8 4.339e -4 7 9769.034 14 NC 0 1 -.631 14 0 8 3.982e -4 7 8371.825 '14 NC ......................... 8 >14 8 :4: 0 1 -.631 14 0 8 3.625e -4 7 7511.735 14 NC 8 • 0 1 -.631 14 8 3.268e -4 7 6973.866 14 NC 8 0 1 -.631 14 0 8 2.911e-4 7 6655.636 14 NC 0 1 -.631 14 0 8 2.554e -4 7 6506.544 14 NC 14 8 8 »1#a 3:40:2=7: O 1 -.631 14 0 8 2.197e -4 7 6505.377 14 NC 0 1 -.631 14 3 » :1 4Q11 1.84e -4 7 6652.052 14 NC O 1 -.631 14 8 1.483e -4 7 6967.609 ......... . 14 NC 0 1 0 1 -.631 14 -.63 14 0 8 1.126e -4 7 7502.302 »2:31:8' 0 8 7.693e -5 7 8358.311 14 NC 14 NC 0 1 -.63 14 8 4.123e -5 7 9749.763 14 NC <1: 3153 17 max 3155 18 max 3157 ....... ..........................19 max 3158.. >> H':• :" >«: [ 3159 20 max 3161 M86 1 max 0 1 -.629 14 0 8 5.541e-6 7 i 14r2.: NC 14 NC 0 1 -.629 14 0 8 - 3.015e -5 7 NC :..:..1r. 666......... 1 ............. Q.......:....:: 14..... 2. 556�3..:1€k....:.:..�It�..::::: 0 1 -.628 14 0 8 - 6.585e -5 7 NC 14 NC 14 NC 8 8 44'4 8 �1? ..:;fit 0 1 -.627 14 0 1 - 1.015e -4 7 NC 14 NC 1 0 1 -.627 14 1 - 1.015e -4 7 NC 14 NC 3163 2 max 0 1 -.623 14 0 14 -6.701e-5 7 NC 14 NC 14 sy- 3165 3 max 180 3167 4 max 0 1 -.617 14 0 14 - 3.249e -5 7 5457.635 14 NC 14 0 1 -.611 14 .001 14 2.037e -6 7 3898.402 14 NC 14 3171 6 max 3173 7 max 3174 3175 8 max 3177 0 1 ? :!? 0 1 -.603 14 .001 14 3.656e -5 7 3145.425 -.594 14 .001 14 7.109e -5 7 2719.536 14 NC .....::::::.. 14 NC 47 = .::a 0 -.584 14 .002 14 1.056e -4 7 2462.188 14 NC 14 14 14 0 1 -.573 14 .002 14 1.401e-4 7 2306.863 14 NC max 0 1 14 -.561 14 .002 14 1.747e -4 7 2222.117 14 NC 14 3179 10 max 3181 11 max 0 1 -.548 14 .002 14 2.092e -4 7 2192.909 • 28'! 3i 14 NC O 1 -.534 14 .001 14 2.437e -4 7 2213.608 14 NC 14 14 RISA -3D Version 9.0.1 [Q : \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dj Page 72 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) 3183 31 3187 Member Sec x rini LC / fln1 LC z jinj LC x Rotate tr... LC {n) Uy Ratio LC (n) Uz Ratio LC 12 max 0 1 -.519 14 .001 14 2.782e -4 7 2285.643 14 NC 14 ........::: ':.$� >:...;. >". 7�4e�..3:-<:1:0� >: >'�334��849:: > < >1:«, < ....................... .: ......... 3185 13 max 0 1 -.503 14 .001 14 3.128e -4 7 2417.849 14 NC 14 ..:::e✓3::< #0:::::;1:44:2 -�:: .. 1 -.486 14 0 14 3.473e -4 7 2629.677 14 NC 14 'r:< »_ _Opp <;« >:�$ : -- -.468 14 0 14 3.818e -4 7 2959.787 14 NC 14 ':10 :1729. 16 max 0 1 -.449 14 0 14 4.163e -4 7 3488.538 14 NC 191:64 17 max 0 1 -.43 14 0 14 4.509e -4 7 4406.219 14 NC . Egg 18 max 0 1 -.41 14 0 14 4.854e -4 7 6286.653 14 NC 14 .:::.: ::: :.. 19 max 0 1 -.389 14 0 14 5.199e -4 7 NC 14 NC 14 20 max ' 0 1 -.367 14 0 1 5.544e -4 7 NC 14 NC 1 max 0 1 -.367 14 0 1 5.544e -4 7 NC 14 NC 1 3142...:: ..::.:.:........:,.................... tt�i�............ 0........ ...:.4...........�2 &.........1_ _ . .........0............'1......t � ... ,,,,<; ; <.::::;: 1 max 3189 MOO 3191 3193 3195 1190 :ffinaM::, 3197 3199 3201 M87 1 1Q> 14 14 1 3203 : +3'` ' sss3` I 3205 .................. 3207 max 0 14 -.35 14 0 8 5.097e -4 7 .L.Y..t. ..... max 0 14 -.333 14 0 8 4.649e -4 7 NC 14 NC 8 4 max 0 14 -.315 14 0 7 14 NC 8 5 max 0 14 -.297 14 0 8 3.753e -4 7 9535.21 14 NC 8 �� ................. r...........:.............. I�I1 #.::- ': ;;:: :. ; :�:.: :. ; ;:.::;.; ..,, 6 max 0 14 -.279 14 0 8 3.305e -4 7 8412.132 14 NC 8 3213 3215 3217 3219 3221 14 NC 8 4.201e-4 NC 3209 3211 7 max 0 14 -.261 14 0 8 2.857e -4 7 7777.521 14 NC >� #�::.:....:. ... 445..... �.. .1..,..:........#� ........:.... 4..t::.7:96&4..... >.:4350�42.: :.1.:......:,...: .............................. 8 max 0 14 -.242 14 0 8 2.428e -4 11 7447.721 14 NC 8 : 4'£ .......:..1:............�i' ><�» < >14> � ` .:``: ��>... ...1.6'I..#1�1....'1........:.: . ',............'#4.. 3�1. 5� ............ .<...,............�............ 011:.0.. .... ......0.............1�........; � . .. 9 max 0 14 -.222 14 0 8 2.019e -4 11 7339.239 14 NC 8 '<' S<:;<<<< 38:>: >'::`:1 <- :: >:<:: »0«: ><- :<:4: -7: f77e4 <::1z 4096at:::1«««:<: 10 max 0 14 -.203 14 0 8 1.611e-4 11 7416.827 14 NC 8 ,mirlt < _ : :> « %.1;3;:: rgaiii ` ' 11 max 0 14 -.183 14 0 8 1.202e -4 11 7674.963 14 NC 8 3222:x:; 3223 12 max 0 14 -.163 14 0 8 7.937e -5 11 8133.258 14 NC 8 3225 13 max 0 14 -.143 14 0 8 3.851e-5 11 8841.18 14 NC 8 3�6::::: >:::: » »:: > »:: >::::; : >:: > >< >; Ain <;::. »:0: ><:«< > >:: >;::: 8`>`: MAZI5<< >M>`> <; >Q >` » >N `f4 >..:: :5:651x::...4.; > >I/» >49:45:071 < >9 <> NOME Pa4> 3227 14 max 0 14 -.123 14 0 8 - 2.337e -6 11 9394.638 14 NC 8 322 3 :::>::«:::::::»::::>:::_:::>::::>:::::: 1n :.:::::::: -..::::.::::::: 8::::::::::.. 21.' 1::::::..::. 1.::: .::::::: : :#1 : :. :::.:.:.. :4.4:..:.5:3iE# e�42.::.. 7. 73: 7:.: : :1:: ::::: ::._. . ::::::: :::14.:. 3229 15 max 0 14 -.103 14 0 8 - 4.319e -5 11 NC 14 NC 8 It ::: 5» <i > >'< <s: ` :::: #: » >:>: »> 1c78':: > r >1 a : >: > Vi:::::: >::> '4 c ''' >1':: ' 7 i#17 ' ` ' # ` >:;;;;::. »1 ' 3231 16 max 0 14 -.082 14 0 8 - 8.404e -5 11 NC 14 NC 8 3233 17 max 0 14 -.062 14 0 8 - 1.249e -4 11 NC 14 NC 8 34:::><::::: «::< >:<:;:<::<: »:<; ::; ::;«<;: »:::101#1:; :::: <:: 0::: »:;::<:<:::<::I::::; «::i50..6 ::<<:: ;: >1::;<.:::: ::<::<::7: :: ::;::< ::::4:4::: -42 4 :;:2::::.:::::::::(Q;::««:: «<1 14:: RISA -3D Version 9.0.1 [Q:1... \... 199- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 73 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 924 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 3235 ............................ 32313s .............. 1 max 0 14 -.041 14 0 . ,0..........8 .:.: ».071 ....1..........0......:.. 3237 3 3239 1 max 0 14 -.021 .........� . y ........ .......p.... ... .....} . y ....... I� ... . 14 2 max 14 3241 M88 max 13 $242: `,...> »,.... ::.,.... 12 - 1.657e -4 11 NC 14 NC 12 12 - 2.066e -4 11 NC 14 NC 12 12 - 2.355e -4 14 NC NC 3243 max 13 .006 3245 3 max 13 .012 :::: :......0..... ::.....1.2.::......008::....::: 3247 ax 13 .016 0 3251 $...2. 3253 54: 3255 3258: 3257 .............................. 3259 32601 3261 3282: 3263 ;132$8: 3269 $2: 3271 .............................. 327:? 3275 3277 3279 3280 3281 4 <....... >o 14 1.252e -2 8: 26 1 14 1.236e -2 988e: 1 14 1.219e -2 1 14 1.203e -2 1 NC 12 NC 14 NC 14 8131.327 1 5924.25 NC 14 NC 14 1.187e -2 4878.793 max .022 1.171e -2 0 13 0 13 0 ... 0 0 0 1.139e -2 4308.542 NC ;96455' 3987.471 7955:$28' 3822.09 NC NC max 0 ORME 0 0 MEM .025 .024 .023 0 0 3813.3 14': 1.043e -2 min, max max 0 0 0 0 .016 .013 .01 5103.942 t! 5924.214 1 7212.08 1 9424.868 1 NC 1 NC NC NC NC max 0 0 .003 0 0 0 0 0 9.627e -3 8604 9.467e -3 .. 4080:3:. - 8.065e -3 :.1.248 3280 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 \Chiller Platform 1 -2 snow.r3d] Page 74 • • 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 3289 LC (in LC LC x Rotate Er... LC (n) Uy Ratio LC (n) Uz Ratio LC ax 14 .018 0 14 - 7.517e -3 11 5306.086 1 NC 14 3291 4.262 >: 1322993}} 3295 r 3297 max ax 14 .02 14 .022 14 -7.381e-3 11 4685.898 1 NC 14 14 ax 14 .023 14 -7.244 a -3 11 4336.712 1 €868 14 - 7.107e -3 11 4156.852 1 NC NC 14 ax 14 .023 1 0 14 - 6.97e -3 11 4100.172 1 NC 14 3299 3301 }� q. is :.' (�6 ••�� ':. }:::�::::�:: 10 max 11 max ............ ..............:::::i.:ii��; :;ii it 3303 1 max 14 .023 14 .022 14 .021 14 -6.826e-3 14 4147.304 1 14 -6.881e-3 14 4295.427 1 0 3305 3306:. 3307 3309 3311 1 ax 14 .019 NC 14 14 NC 14 - 6.536e -3 14 4555.761 1 NC 1156......... 8' ...it. ; 14 -6.391e-3 14 4956.273 1 NC 14 5808936..:............ � 14 14 max 0 14 .017 1 1 ax max 0 14 .015 14 .012 14 - 6.245e -3 14 5551.033 1 NC 14 14 -6.1e-3 14 6443.173 1 11 - 5.955e -3 14 7843.875 1 NC NC 14 11 3313 1 max 3315 1 max 14 .009 12 - 5.809e -3 14 NC ......::....: ::::........ 14 .006 1 0 12 - 5.664e -3 14 NC 1 NC .. . «9 ..35 ..3...:............ NC 12 12 3317 1 max 14 .003 3319 20 max o1:iYti3: 12 - 5.519e -3 14 NC 14 0 1 } 0 14 - 5.374e -3 14 NC 1 NC 14 i:•il:iiiiiiiii ;i;i::::::::::: ]y� ry�:,`.�.'J�?a� 4` F:: J ' ::::: :::::.:: •i'::::::::: : . :::.:......:::. ::.. :i' %;!i �: is %':i::,�:i:. v.q�Gi�;lli: ' -lh:i...........��F :.. • . :;: •• /):.�: 0 1 3.168e -4 8 NC 1 NC NC 12 3321 M90 1 max -.375 14 0 3323 2 max -.375 14 0 7 .009 33�.4,.:.�.:� :. .:......:::.......::: :.E...:::� :::....mia >: >��:;:�:��641<�<: < >:;1::;<�<;..:.:: >tI 3325 3 max -.375 14 0 7 .017 3327 4 max -.375 14 0 7 .025 1 5.617e -4 3.984e -4 8 724€ <1: NC 7 6858.422 1 4.8e -4 NC 7 3732.008 1 3329 max -.375 14 8 NC ?€▪ :4: >:: 4::: 0x1 4_ ># .032 1 6.433e -4 8 7 2719.204 1 NC r"4 7 2239.492 1 3331 333: 3333 max -.375 14 3.. 4. 1::::::'I':::..�:��::::::.:1 trx:_ ::::::.02'1 .:1�.4:. «..�.66er4....14.:..34�&a 3�... 'i.�..�4;1'7,.3a4...1. max -.375 14 .001 7 .045 .039 1 7.249e -4 8 NC 7 1977.872 1 3:33:: 3335 33 3337 '' ...:::..:.......:..........:. :..::::.... 3339 :'ire" 1 8.065e -4 8 NC 7 1830.618 1 8 max -.375 14 .002 . 051 8.881e -4 8 NC 7 1754.833 1 max -.375 14 .002 1 . 056 '71 dOgItiNCINg""'''112MA 9.697e -4 8 NC �i 1731.05 •:F max -.375 14 .003 .061 1.051e-3 8 8411.886 7 AV 1751.105 1 RISA -3D Version 9.0.1 [Q:1...\... \99- 136045000 - SDC 42 \Calculations \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 [n] LC x Rotate [r... LC (n) Uy Ratio LC ]n) Uz Ratio LC 3341 11 max -.375 14 .004 7 .066 1 1.133e -3 8 6530.692 7 1813.82 1 3343 12 max -.375 14 3345 13 max -.375 14 3347 14 max -.375 >41 » >« 3349 15 max -.375 14 .005 7 .071 4 1.215e -3 8 5154.471 7 2572.584 4 - S . :'... <>t .:.. .006 7 .076 4 1.296e -3 8 4128.949 7 2799.168 4 .007 7 .081 4 1.378e -3 8 3351.828 7 3135.578 4 $ .009 7 .085 14 »14> 3433:: >10:::266.621 2 .. 4 1.459e -3 8 2753.86 7 3640.153 4 3351 16 max -.375 14 3352. 3353 64.1 > 17 max -.375 14 3355 18 max -.375 14 3357 19 max -.375 14 .........�.4 :....6:299 :'4- : >14 2489 .01 7 .09 4 1.541e-3 8 2287.274 7 4432.34 4 „.. -::: .4f.:�i*i.:i::11 ::i :.. ,:.:.. �J2. 1:..::.:: 1. t�.: ,::....A�9:........14....6.5J4� :4...14....28'13.,06:..'111x. .013 7 ,094 4 1.623e -3 8 1918.527 7 5793.475 4 14...5: e=4... 4:.. 2........ :. . ........ €��.... :....:1.�,......:,. t#4....:.:.... 188.......1.. .. .015 7 .098 4 1.704e -3 8 1623.681 7 8570.466 4 .017 7 .102 4 1.786e -3 8 1385.389 7 NC 4 .�yy8d i ,{r� �{ �6 :...862 >71:6 >'; ' _ >`=' ":�'�> <> `'> `,14' '�!::F:::i: :: :iii iii % #i4i: -Yxi. ii: �i4•........!i,V.�.L �.V .....�......... f'.44�........ .. i ., , .02 7 .107 4 1.867e -3 8 1190.901 7 NC 4 #} ..4 �. 4... fi. 77' 1�4. 1. 4... ......�(C.........1t'#.......[' 1 4.815e -5 14 NC 1 NC 1 .8 9225 .; <> ><> 1 >:: >:........... .002 1 4.815e -5 14 NC 7 NC 1 : ?' � := �!����.:'�:' » >' < >.'�€:. ; <> .001 7 .004 4 4.815e -5 14 NC 7 6162.149 ... .... 4 .......... ........ . .......... •:J .002 7 .007 4 4.815e -5 14 NC 7 3554.097 4 W922045: i<: >< :<::;::«::<:. ;:; :::::i> :::1 471 .. ....... ;y�][y�� r4� ................... 3.... :....'{y....:::8:.;: ;.:;:.;: .;:hIC:::::..::.:1{#..74.1i..8. .003 7 .01 4 4.815e -5 14 8192413 7 2359.61 4 � e .004 7 .014 4 4.815e -5 14 6546.72 7 1700.331 4 : ;<:;;:0 ,' `>14' ;_8'± % e-5: » _462; .004 7 .019 4 4.815e -5 14 5449.822 7 1293.876 4 -a 12`> <-1a tilt! .:.': 4<;- 92244 8: < < I > < > 0 ..-. .. <'1'�4 .005 7 .023 4 4.815e -5 14 4666.518 7 1023.971 4 y/�{ 1+{ y ♦� „yam //y� .:i�: %:;:ix`: % %.. .' � ;;5;: ..� -. .., .�..... V:��'i5 {'�: i::•:�•.0:; eiiii(i(4�.i:� %!: : ::�iTi. :.� >:YAYiY��v .... .. .......��ii.i�i:: iY��:. JM�. .. .i�. . ... ".' .006 7 .029 4 4.815e -5 14 4079.211 7 834.852 4 3359 20 max -.375 14 3360: 1iE 3361 M91 1 max -.629 14 3363 2 max -.629 33¢4 ......... ......... ........: :..................1l1......... 3365 3 max -.629 14 14 efig 3367 4 max -.629 14 3368 1 3369 5 max -.629 14 3371 6 max -.629 14 3373 7 max -.629 14 3375 8 max -.629 14 n�a !;U1• 3377 9 max -.629 14 ;x.....'1....66.... 3379 10 max -.629 14 .007 7 .034 4 4.815e -5 14 3622.566 7 696.819 4 3381 3383 330 3385 11 max -.629 12 max -.629 13 max -.629 ......... ............................... 41066 14 14 } 14 3387 14 max -.629 14 3358 .......:.....:.. rii., 41.O Nal 3389 15 max -.629 14 3391 16 max -.629 3$021 ............................. 3' 1006 >`. 14 .011 .." - 3393 17 max -.629 14 .012 ,�.<' .04 4 4.815e -5 14 3257.385 7 592.784 4 ::: a 5:;: : <<: : : > :: :: : :: :: :: :::<: ::1 X441 554:x .047 4 4.815e -5 14 2958.722 7 512.309 4 '},}� '{ i 'y���F xis: ii A. �.,,y):y.T1.{: . ...... .:j.: T�;:.;y.:;'.:x . ::.ii l f;l'.0 4\ y• :�!:::!::.(��:: �.-' . ! i.s %.;..�.:::: :.i . :' ,:.i. : ::. ::'.:T: T� Y� `' �. :i::i:i:i:.: : :M M 425Y�1.2•.' ... .053 4 4.815e -5 14 2709.947 7 448.711 ::::. :::::::. ii::: -. '::::i::ii::i:: i:::.: ::: is ;::4C240: ::. 8, 9�6...::. 6.::..::::::: 1� 1�:: :::::: : :1:�.:.'�1 .06 4 4.815e -5 14 2499.547 7 397.54 4 .:.8:922 :.,:45;8< i:1'�: .067 4 4.815e -5 14 2319.298 7 355.735 4 is i " 27::x, i:::::i:. :9• '� � <�a�::: >: ::' >':::.1,1' >':> <;:1116: .075 4 4.815e -5 14 2163.17 7 321.133 4 1< .082 4 4.815e -5 14 2026.64 7 292.167 4 RISA -3D Version 9.0.1 [Q :1...1... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 76 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 's9. Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Deflections (Continued) Member Sec 33 3395 3397 3 3399 3401 M92 3403 3405 6': x in LC in LC zm LC x Rotate r... LC n U Ratio LC n Uz Ratio LC .....:..::.,........ 18 max -.629 14 .013 7 .09 4 R 19 max -.629 14 .013 7 .097 4 >14 ax -.629 14 .014 7 .105 max -.627 14 0 1 0 - .. ......'t> 2.. max -.627 14 0 7 -.001 12 •.� »:: wy:ey.y > -+ max -.627 14 0 7 -.002 12 3409 3411 3413 `ice t . »= 1:.a.:... .....:.;' >`' max -.627 14 0 0i. ;::8 9225 :1:8:::::::;«::.:........ 4.815e -5 14 1906.249 7 267.681 4.815e -5 14 1799.307 7 246.804 4 4.815e -5 14 1703.689 7 228.873 4 6< 1.561 a -4 8 NC 1 NC i.,1.� -4.... 4..... <«' Mfg 2.252e -4 8 NC 7 NC 12 2.943e -4 8 NC 7 NC 12 >i67141520 :::: d ..._,......:.: :::. 834:..5... 4.. 3.634e-4 8 NC 7 6257.296 12 <:5>: -.006 12 4.325e -4 8 NC 7 4349.941 12 3415 3417 34:1:8:: 3419 ........................ 3421 UZI 3423 3425 3427 .,.Q6'1 12 .864..065........ 3429 15 max -.628 14 .007 7 -.03 12 1.124e -3 8 3617.19 7 791.699 12 ?':.;..:.:,. c-';'-: r::; i;:-;:;::':>:• x:..:;:.;";7':;... ? "::s'> ...;'::::i.:: <:: ..:: �..: ::•: /.p.:.::::: :. :.:�.: : :.. :.::..... v:: >}I'.i : .. ..: ...::..::i! ...:::...:.. :.:::::::M . iiiiiiii :::i: :ii: K: .i'. ...::: ....:: � '. i':: �:: is 4 381v.<,:;i:5«'. �.. 1# 1............€ �7....... �.. 5...:. 7, �€ 63` e« 4-. �. 1.4:...'�762.....:.'1...�..64.. 3431 16 max -.628 14 .009 7 -.033 12 1.193e -3 8 2744.23 7 720.169 12 13 max -.628 14 .003 s�7 -.024 12 iiF.. ..... ��•11:. " ^i/:: iii.:' ii it�''►'l 3 :'i.'•::::10_'f'J::?f►1'F`�i�: :•!/iii:: 14 max -.628 14 .005 7 -.027 12 7.78e -4 8 - 4)14 8.472e -4 8 NC 7 1462.926 12 NC 7 1263.55 12 5 817e 9.163e -4 8 9.854e -4 8 7181.77 7 980.177 12 ` " 48 �`# »4.32 1.054e -3 8 4957.343 7 877.072 12 3433 3435 343jj mil7� ::....:.... is NE{i!! { {....... 3439 3441 M93 3.:,'.2: iiFC: 3443 3445 3446': .:::.:::.......:............ .:..............:.............. max -.367 14 .001 1.262e -3 8 2143.622 7 659.619 12 1.331e-3 8 1713.196 7 607.907 12 M848.64044:: MOM :At : 1.4e -3 8 1394.772 7 563.398 12 gZ 30. 9M 1 : -1 :: :: mews s #1181iM: 4 11Z4i .:. .. 1.469e -3 8 1153.102 7 524.827 12 2.224e -5 14 NC 2.224e -5 14 NC 2231#3> >5 NC 1 NC 11 %;. -.01 11 2.224e -5 1.4_ NC 7 6603.538 11 RISA -3D Version 9.0.1 [Q: \... \...199- 136045000 - SDC 42\Calculations \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: )64 Envelope Member Section Deflections (Continued) Member Sec x fin] LC y [in] LC z [in] LC x Rotate [r... LC In) Uy Ratio LC In) Uz Ratio LC 7 -.015 12 2.224e -5 14 NC 7 3299.526 12 3447 4 max -.367 14 .002 3449 5 max -.367 14 .003 7 -.019 12 2.224e -5 14 8539.585 7 2717.37 12 3451 6 max -.367 14 <1:0: • 234 4 .004 7 -.022 12 2.224e -5 14 6827.061 7 2399.861 12 3453 7 max -.367 14 .004 3455 • 1 : 7'Q 7 -.026 12 2.224e -5 14 5685.492 7 2221.13 12 8 max -.367 3457 9 max -.367 14 .005 7 -.029 12 2.224e -5 14 4870.184 7 2129.116 12 ... , ..... 37.2... 14 .006 7 -.031 12 2.224e -5 14 4258.788 7 2100.194 12 3459 10 max -.368 3461 14 .006 7 -.034 12 2.224e -5 14 3783.333 7 2124.455 12 :1838.. 11 max -.368 6 14 .007 7 -.036 12 2.224e -5 14 3403.036 7 2200.463 12 7 3463 12 max -.368 14 .008 30 7 -.037 12 2.224e -5 14 3091.946 7 2333.977 12 3465 13 max -.368 14 .008 7 -.039 12 2.224e -5 14 2832.76 7 2539.342 12 F> 5 3467 14 max -.368 44601x:' 3469 3471 -.041 12 2.224e -5 14 2613.5 7 2844.279 12 14 .009 :,i:: ,> ::;; 15 max -.368 8�& 14 .01 7 -.042 12 2.224e -5 ,14 2425.611 7 3301.669 12 • •;: 16 max -.368 k7�� r�rir 3473 17 max 347'4€ ........ r�€ 3:476> > 3475 14 .011 7 -.043 12 2.224e -5 14 2262.818 7 4019.784 12 -.368 14 .011 7 -.044 12 2.224e -5 14 2120.415 7 5253.641 12 18 max -.368 14 .012 7 -.045 12 2.224e -5 14 1994.805 7 7770.925 12 -3 5..0x7 •' 3477 19 max -.368 14 .013 7 -.046 12 2.224e -5 14 1883.188 7 NC 12 3479 -. y 20 max -.368 14 .013 7 -.047 12 2.224e -5 14 1783.355 7 NC 12 3.78` 3481 M94 1 max .017 10 -.555 11 .244 4 1.052e -2 4 NC 11 NC 4 3483 2 max .017 10 -.552 14 .241 4 1.015e -2 4 NC 14 NC 4 4: !".21 . 1.... ..... €.€ ..... f1.4..4r,7..Se 3485 3 max .017 10 -.548 14 .238 4 9.775e -3 4 8802.234 14 NC 4 348 3487 3489 max .017 gigot . max .017 10 -.543 14 .235 4 9.401e-3 4 6081.633 14 7396.946 4 10 -.538 14 .231 4 9.028e -3 4 4791.079 14 5816.766 4 >>7• `.#< • 2 . 3491 6 max .017 10 -.532 14 .227 4 8.655e -3 4 4080.916 14 4943.077 4 '.. ...'x•;:::555 5 .7:t120";:T.::'[.:. 3493 7 max .017 10 -.525 14 .222 4 8.282e -3 4 3672.03 14 4434.981 4 430 1.4 3495 8 max .017 10 -.517 14 .216 4 7.908e -3 4 3449.623 14 4151.678 4 . ::..:....: .:. n.., :: is n :..........:. :.:.:...:::....... ........... i!'v..3..,. .......... 7 :x•58:: A<> 3497 9 max .017 10 -.509 14 .21 4 7.535e -3 4 3362.495 14 4029.507 4 • 3499 10 max .016 10 -.499 14 .203 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: 9g/A Envelope Member Section Deflections (Continued) Sec x in LC in LC z in 1 max .016 ' >:02:::<::::: • F a max .016 • • 4 6.415e -3 7 a >:02> 2 <38 e 3 3513 13m .016 • . 14 .176 max .016 " 5.669e -3 4 5018.196 MEM ' :: °::• t 2 >1 $...1�e.3..: 29 49' 15 max .016 5.295e -3 4 6220.847 11 >:'::: • I ? »x::':::::;:1:4> 87 24 • .016 4.922e -3 4 8304.677 - S:iiii ; ": a • F ice .} "Met.-024 4 6.042e -3 2.1%6- 3815.697 4 79.149 4 4279.149 4187.679 776:77 <4:82 4484.787 4980.422 ...................... .016 1 m .016 0 -.399 .016 D -.386 -.375 10 -.412 .136 4.549e -3 NC 5767.819 58 1 945 7033.202 :6217,482: 9179.907 €71'6,7`13: NC 4 3519 20 max .016 SOW 3521 M95 ; :.....107 3523 .107 -.375 -.389 F i qq •::� 148YY..: �. -.415 14 .:25019.1gin: ' 2.162e -3 ""70.9:a11::::::: 4 NC 14 NC NC NC 3.429e -3 • NC 14 NC -& >343 < >:;I: < > <>:< 7 2.493e -3 2.383e -3 © NC NC m ' '' ' 3 ' ''' '"g"i":"itgi""i"M NC "." 3 NC 14 NC 3 NC 14 NC 3531 6 3533 max NOMYEIIIII= max .106 -.469 max .................... :....106. . >{141``?" -.442 1.945e -3 -.455 14 .018 7 1.848e-3 14 .018 7 1.752e-3 :6993e»4 -.482 1.655e -3 041026.P ' 3539 3541 MN M III 7 ....- 31■11g ' . :114.-- NC 17°. 2 7 NC 14 NC 7 a © 1.559e -3 7 1.462e -3 3543 3544: 3545 3546` 3547 NC :....................... NC NC NC NC NC 7 . ............................... NC 7 NC NC NC .... 7 .. �� ®m 05 -.562 14 8" a 3551 16 max .105 14 .015 .016 7 1.075e -3 7 9.789e -4 '.. T.:. 6;:1:37:. <i NC 14 NC 7 NC 14 NC 7 RISA -3D Version 9.0.1 [Q:\...\... \99- 136045000 - SDC 42 \Calculations \Chiller PI atform 1 -2 snow.r3d] Page 79 • • Company Designer Job Number : Engineers Northwest Inc., PS DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 9f. Envelope Member Section Deflections (Continued) Member Sec 3553 3555 x [in] LC y [in] LC z [in] 17 max .105 18 max 4 -.589 14 .015 .105 4 -.602 14 .015 LC x Rotate ... LC Ratio LC 7 7 U (n) Uy 8.822e -4 7 NC 9>9 7.856e -4 7 NC LC n) Uz Ratio 14 NC 7 14 NC 7 3557 19 max .105 4 -.616 14 .014 7 $;. 3559 20 max .105 4 -.629 14 .014 85:6 >I:1ti;11'•E. >`:�:#%�'€ > <s >`::::1.q!s'- .::. -43�:;.: 3561 3562. 3563 3 3565 M96 1 max .014 • 7 -.629 14 -.041 6.89e -4 7 5.924e -4 7 14 NC NC 1. . 14 NC 7 14 - 2.2e -3 14 NC 2 max .014 3 max .014 7 -.657 14 -.031 igiNV 7 -.684 14 -.021 14 14 ' •si'i?iiE:= ?= i`E;..;;:;.,.`j::: ...; :.., y % %' <GS.'.:,- i';v:;:�w1VA:iE�Si 3567 4 max .014 7 -.711 14 -.011 `;i11ii1 > <:�037 3569 5 max .014 7 -.736 14 -.002 351 3571 6 max .014 35 3573 7 max .014 7 -.761 14 .006 .11:61 .......1.x.....:.. 7 -.784 11 .013 3575 8 max .014 7 -.803 11 .018 8576 f::> ><::<::<;<::<; ::: i :::::«>::- .037`» 3577 3579 3580 3581 9 max .014 10 max .014 7 -.822 11 .023 iiTi 7 -.838 11 .026 . ...:._#1.36.......1.11.......'1 9:. 11 max .014 14 14 14 14 14 14 14 - 2.019e -3 14 8464.802 - 1.838e -3 14 4296.61 - 1.657e -3 14 2935.755 - 1.476e -3 14 2278.006 3e '€ 4« �0= 3 - 1.295e -3 14 1903.462 - 1.113e -3 14 1888.042 - 9.323e -4 14 1729.848 4 �19 3t�4'��F7' 44 -7.511e-4 14 1636.84 14 14 14 14 14 14 NC 6621.884 3008.323 539- 2678.191 - 5.7e -4 14 1593.739 x'107> 7 -.854 11 .028 14 - 3.888e -4 14 1594.159 366'2 :.:....................... ......... ;ra�ii�?# <.....rfl38 >... x;1:0:; : :x'. � 328: ":::1?` ° <; €�" 3583 12 max .014 7 -.867 11 .029 3585 3588' '<< >:'''''``'>'<< 3587 3589 3591 .................... 13 max .014 7 -.879 14 max .014 7 -.89 15 max .014 7 16 max .014 11 .029 11 .028 -.899 11 .027 14 14 13 13 836' 4 1 '7k't"'T7. - 2.076e -4 14 1638.143 -2.649e-5 14 1732.1 663 :- 4::027e -3:: ?.::4'i: 1: 4+1:.Y'T.:: 1.547e -4 14 1891.629 :- M >873M.n3: 3.358e -4 14 2147.88 11 11 11 11 3751727?<'«3 3051.336 13 <434597<> 3585.011 13 E.. #.........x.687..: -.906 11 .025 13 5.17e -4 14 2566.665 ..Ytg?7G•. W, i:.:4i�$ SiiJ 8 11 4461.06 13 3593 17 max .014 7 3595 18 max .014 7 351E -.913 11 .022 -.919 11 .02 13 13 7.015e -4 13 3304.36 8.942e -4 13 4833.53 :3798 3597 19 max .014 -.925 11 :017 13 1.087e -3 13 9522.812 3599 20 max .014 -.93 11 .016 13 1.279e -3 13 NC :::ice% 3-::::i isisi :... ..............................L {211:' i'i::::.0 ^iiii :.ii�: 3601 M97 1 max .03 10 -.929 11 .007 12 02$96414.6. 7.653e -4 12 NC 11 6029.613 13 11 11 11 11 9360.086 ..... < >"NC,,,,� NC NC 13 NIISE 13 13 NC 12 3603 2 max .029 10 3:10M .... .... .r .:; t..:, -.919 11 ........... .011 12 5.973e -4 12 NC :42a7-04 <;< 11 NC 12 3605 3 max .029 10 -.908 11 .016 12 4.293e -4 12 9452.451 11 6546.703 12 RISA -3D Version 9.0.1 [Q : \... \...199- 136045000 - SDC 42 \Calculations1Chilier Platform 1 -2 snow.r3d1 Page 80 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: �J� Envelope Member Section Deflections (Continued) Member .1• SSW MAIM ec x in LC max .029 10 max .029 10 max .029 in max ELIMMM 3619 3621 10 .............................. .029 10 .029 ...:, , .029 .029 10 LC z in LC 02 .023 .025 - 97: :> ..,.....026..... .027 .025 .'- 1 IER sai .029 10 14 max .028 1H! 13 max .028 Min *it -.806 is +Y -.788 .023 .02 x Rotate r... LC n U Ratio L 6541.445 7401.371 2.614e -4 A112 9.342e -5 - 7.454e -5 ';83 - 2.425e -4 - 4.105e -4 824e4. - 5.77'��][88[_4`Jee --�/4;S{ 4J Gfi26A - 7.464e -4 - 9.144e -4 12 6433.787 5767.374 5859.638 6230.605 6961.1 14 2451367 2853:82::: 2351.271 2325.706 2369.098 ::`::': %:::[�;r ji ":z? - :.4..3..7.3. 0363.;10.4: -.77 14 .015 12 - 1.082e -3 12 8247.151 14 2486.321 .. :.x..225 . 4 >5e�3:: :2M1::5T -.751 14 .009 12 - 1.25e -3 12 NC 14 2694.083 -.732 14 .003 12- 1.418e -3 12 NC 14 NC -.713 - 1.586e -3 • -.694 14 B - 1.754e -3 17 max .028 10 -.676 - 1.922e -3 : >1 >1:6::::: ri5424e 3 18 max .028 B -.659 s - 2.09e -3 > i099 ' -5 }6.42 3 II1 max .028 10 -.642 -.038 12 - 2.258e -3 2 max .028 B -.628 • - 2.426e -3 max ::::::ii:!.:::;M:':ii:7:::':i:i: _.628 :ill: ii::::::::!:::r 41:::::::1.1:1:1:l.... ii."::;:i::::$1 :::::::::::::::: NC max B•. . B NC 3641 IVI98 3645 3554.116 ;349 44�1y.�}}�8y.�...�8///:���)4�y�/8``�� 'A230;"oa4 5966.175 >1« ::5547 :793:: 14 9248.86 :1 :> 76A13: 14 NC -.046 -.046 -.046 -.046 -.046 _.046...... 3647 max 3649 awe 3651 3653 4110 3655 max nifif max m Dom 2.932e -3 © NC 2.785e -3 2.638e -3 0 14 NC m::;;;;:. NC NC NC 2.491e-3 3 NC 14 NC B 2.344e -3 3 NC 14 NC NC NC '1 >2f >` < >' 2.198e -3 3 NC 14 NC 3 NOM 14 NC 7 A: . -.046 12 -.518 14 .018 . •. �"..'i.A:MY.:i!�:i �!:Y.�y:: i!!ii!:4'!:!!-: -: :i'::fii';. >: ><- 1127: % %' +: 2.051e-3 RISA -3D Version 9.0.1 [Q:\...1...199- 136045000 - SDC 421Calculations\Chiller Platform 1 -2 snow.r3d1 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: wa/ Envelope Member Section Deflections (Continued) Member Sec x jini LC y [n] LC z [in] 3659 10 max -.046 12 -.505 14 .017 LC x Rotate [r... LC (n) Uy Ratio LC fin) Uz Ratio LC NC 14 NC 7 7 1.912e -3 7 <1f1 kfl 3661 11 max -.046 12 -.491 14 .017 7 1.777e -3 7 • 3663 12 max -.046 12 -.477 14 .017 7 1.642e -3 7 NC 14 NC 7 NC 14 NC 7 ........................... -.046 12 -.464 14 .016 7 1.508e -3 7 1#1<: 3667 14 max -.047 12 -.45 14 .016 7 1.373e -3 7 NC 14 NC 7 NC 14 NC 7 :...6....... - :.705: �:::'•i ::;�:`:. .....'.:+��d. -i: 1 10 3669 15 max -.047 12 -.436 14 .015 7 1.238e -3 7 iii: i:: ::::: ii:Y:: :::5::::::::::.1:742.::: 3671 16 max -.047 12 -.423 14 .015 7 1.104e -3 7 3673 IT 17 max -.047 12 -.409 14 .015 7 9.688e -4 7 1 flji1:> 3675 18 max -.047 12 -.395 14 .014 7 8.341e-4 7 f 09:M ' ''> ' >`« r %'' >``' > <1 ' ` >' "- 025 0`' • 3677 19 max -.047 12 -.381 14 .014 7 6.994e -4 7 ...................... vS16.36e4 3679 20 max -.047 12 -.368 14 .013 7 5.647e -4 7 •i:: 3681 M99 max .013 7 -.368 14 .109 5 3.594e -3 5 :. 26 0 X327: 1 , i047. ' 8.3 NC 14 NC 7 NC 14 NC 7 NC 14 NC 7 ggatteng NC 14 NC 7 NC 14 NC 7 NC 14 NC 7 NC 14 NC 5 3683 2 max .013 7 -.386 14 .124 5 3.969e -3 5 3685 3 max .013 7 -.405 14 .139 5 4.345e -3 5 'If » >< «680='> :1? E04 3687 4 max .013 7 -.423 14 .153 5 4.72e -3 5 3689 5 max ....:.::::..:...::.::::.: . jc.. :: fl2 < :1 :341 >4e.:3 <::12 < -.44 14 .166 .013 7 5 5.095e -3 5 <606 NC 14 NC 5655.952 14 6413.61 5 ::5932043:: 3877.503 14 4389.29 5 AMMO OgNdiEM 3022.359 14 3413.252 5 ° 2803.625 11 2859.764 5 2488.126 11 2521.804 5 236725!9< >;I<- > >` >ift►'<` i<`1 2298.764 11 2312.378 5 i2i83�4 3< < 1`<< '<< > = >; 1 ':. 3691 6 max .013 7 -.455 11 .179 5.47e -3 R70�.... 3693 7 max .013 7 -.469 11 .191 5 5.846e -3 5 ...:.......................... 3695 8 max .013 7 -.481 11 .202 5 6.221e-3 5 3697 9 max .013 7 -.493 11 .211 5 6.596e -3 5 2196.42 11 2190.095 5 3699 10 max 3701 11 max .013 7 -.503 11 .22 5 6.972e -3 5 iigMOZSIg .. .013 7 -.511 11 .227 5 7.347e -3 5 3703 12 max .013 7 -.519 11 .233 5 7.722e -3 5 2162.744 11 2134.707 5 2191.472 11 2137.871 5 2 7,Q53i gin i'128,411:'i:i 2285.68 11 2199.896 5 VP!: girt ......: °:....,0.7.2::::;:::: >:?2.. ci2Far •--- w >7fx 4: > >9> 3061x- '8.32> 3705 13 max .013 7 -.525 11 .238 5 8.098e -3 5 2458.631 11 2329.813 5 3707 14 max .013 7 -.531 11 .241 5 8.473e -3 5 .....il: �::;i:; ill:: ::iii?::: f .':4�•'i.:::;i::i is iii.';' {�Ol.�{��'iiiii.::;' +:i: 440 :: >1' »> 3025: 2738.697 11 2544 8.8.46 5 . . ' 7:• ':'iii 3182.157 11 2900.023 5 3709 15 max 4110: ` >> >i gis .013 7 -.535 11 .244 5 8.848e -3 5 IVO 3711 16 max .013 7 -.539 11 .246 5 9.223e -3 5 20.$11414.1:1M:: 2061. 1 3906.637 11 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 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 3713 17 max 3715 18 max • 3717 1 max max LC x Rotate r... x in LC in LC z in .... %� ::::: a :... ...............,.:::::.: y / ♦.�/ _ �{ . .i:.: nom:::e� :•:::: ., :i: ��:: yyy /JJ��RR((�� .013 7 -.542 11 .247 5 9.599e -3 ::'::10151E: .....835... ... . . 3723 2 max ©m 3725 -.546 LC n U Ratio LC n Uz Ratio LC 4483.92 46 ::: g ' .247 9 :974e -3 O� 1 .013 0 -.549 11 .247 5 1.035e -2 .013}! -.55y2! .247 5 1.072e -2 .346 -.748 10 .131 4 7.162e -3 699e 3 .347 1 -.761 10 .123 - 6.835e -3 .347 5 max -.774 -.786 -.797 10 10 1 10 -.808 10 -.818 10 .116 4 6.508e -3 6579.437 5 N m NC © NC 11 NC 10 NC 10 NC 9474.674 6.181e-3 :301-4 5.854e -3 6571.226 10 f6 65 5116.924 10 985876< 0 4 5.52yy6y,e -3/ 4240.332 10 . 899 4 5.199e -3 4 3650.8 10 363<' .082 • 10 .074 4 3737 max 3739 10 max 3741 11 max rEIGIEEI 3745 VANES r.1:: WEI max $040.: Initt 3749 15 max 3751 1 max 3753 1 max 3743 3755 1 max 3757 1 max mmax 318 .351 .3..''..//{5{1 P"-188;:::; .352 .352 .353 .353 .354 .354 55 ?1r> .355 .214 3763 ©m -.863 3.563e -3 ' ' , ' :=0.07 -.869 a ..................... -.874 .027 -.878 .015 14 $ s .01 :<::.:...:..:. .. .... 89 .006 X41:5 394 .003 8y97 0 4 .... -.438 a 3223.644 10 Rai. "iyy -1.041 a -3 . 2896.462 2 a 5363.103 2634.58 10 5104.927 . ss 2417.239 10 4973.109 Air is > 0 4 2231.323 4958.10 4958.108 ICI 4553.99 Mt 5066.672 4 4 2.909e-3 4 4037.731 14 5325.651 4 4 2.582e-3 4 3640.829 14 5795.409 4 41:4::::i::::EMegigil $009.450:14:- - .064..::: 51:: a 886 .211;f 5 -.4 51 1.927e -3 '8666e 1.6e -3 1.273e -3 . NM - 6606.685 8073.718 14 NC Rigg ,. N > NC 9.458e-4 4 2672.83514 NC i{ 3093.911 2909.827 2771.461 s a NC 12 -1.271e-3 12 ®m NC 0 0 RISA -3D Version 9.0.1 [Q : \... \... \99- 136045000 - SDC 42 \Calculations \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 3765 3 max .217 1 -.463 10 -.054 12 -1.501e-3 12 ...........mie:< < »: <. 1:34« < «14'_ >:.: ::.,8#J( «» `>1«< :;;:a:1.3 <::« :<:<`5: .,.4:7253:::'5: > 3767 max .218 1 -.474 10 -.05 12 -1.731 a -3 12 M.I•.'Y.Y.:. :. -. ::I.YiI�.:. ':::::::44::.: ....14- - ::::WM :iiiii::;: >1.::. ....... - 3769 5 max .219 1 -.485 10 -.046 12 - 1.961e -3 12 :.;.;: « ;135:: >:4><>���'� >' <' " ' ...: � ...:.. ..> ......5�� .... .`:� .. 7`4<3 `:':« � s n) Uy Ratio LC n) Uz Ratio LC NC 10 NC 12 :8742 941 NC 12 10 NC 12 3774: 3775 3776. 3777 775: ............................... max max max .221 ...:i ?:t 1::36;:::.:.:i:: .223 .224 -.495 1 -.505 1 -.514 1 -.523 -.532 -2.421e-3 3783 3785 3786 3787 3'758; 3789 MO: 3791 792: 3793 37:94: 3795 T795? 3797 max IMO max nthi max .228 .229 .......... .23 .231 .233 /.�{� .234 -.548 10 -.555 14 .................:::. -.56 14 -.032 -.03 -.028 ............ -.026 - 3.572e -3 -.023 12 -.02 12 -.016 12 - 4.722e -3 ............................... 3602: 3803 304: max max max 3809 3819 3811 `812 .237 .342 .343 .344 .345 '214.0j .345 -.576 4'::F::> -.579 -.581 -.746 -.755 .4 31' -.764 -.773 -.782 -.792 - 4.952e -3 - 5.182e -3 0 -.063 -.059 - 3.146e -3 `id 173 - 3.012e -3 -ef41iz - 2.878e -3 +33092 - 2.744e -3 3815 3817 9 ... .............................. ............................... -.037 -.033 - 14... .347 1 -.821 10 -.029 12 - 2.208e -3 12 NC 10 NC NC NC i:<;;;;tNent-i::;: NC NC NC NC NC 1021.215 911:;NOEP 936.176 866.311 808.527 760.559 720.724 687.764 660.738 NC NC NC NC NC NC 6888.738 6407.159 6124.616 6111.207 '4'9$33 6437.611 417x4 7121.489 NC NC &9O416 ' NC NC NC NC NC NC NC 10 NC 12 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations\Chiller Platform 1 -2 snow.r3d] Page 84 • 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 3819 10 max .348 3 3825 3826 3827 :3828 3829 1 max in LC z in -.831 10 -.025 :aliEg:05 . .349 -.841 10 -.021 1 mom "�1 >3$ 1 max .35 -.859 .351 -.866 max .351 -.872 -.852 10 -.018 3831 16 -.877 -.015 .012�� 025; -.009 LC x Rotate r... LC n U Ratio LC n Uz Ratio LC :55#1.518; 12 -2.074e-3 12 NC 10 NC . 749 3 8 5 3€ • NC-f-fff...[ 8300.945 ®-1.807e-3 -.006 - 1.673e -3 - 1.539e -3 2.999e,3. - 1.405e -3 »26' -1.271e-3 7983.626 10 7001.239 6035.639 7980.431 14 5300.175 6'194:1:7:» ii:: i:+:.:'�'fyF::i :::: :: 8296.771 14 4729.114 48982< ::1C > :: >: 9071.842 4279.272 3833 M m .353 14 4 -.004 12- 1.137e -3 '"*".;9"aa".".".".".".":"M".":"""11"."'' m ax aMt."ii"""A1*" M4-!.. ;8879 EMI Sift Rft: ' 3837 19 max .354 1 -.891 I 3839 20 IMMUMMW max -.894 0 1 .133 -.451 ' 14 3921.395 ITT43635.186 • ' 3406.335 NC 14 NC NC 10 NC -.458 -.466 ................... -.475 4 0 3849 8 3851 . ............................... 3855 8 i max .112 .106 f1 -.494 0 � =:1753::..... 222 :.. .1 =:13[ max .224 .094 €8> :` max .226 % max • .227 3861 11 max .229 313:62: ingM 8• .23 13 max 232 MEIZIMEEMEI mm .233 0 `.tA 3867 3869 .235 -.523 a`' > :. -.532 -.54 ;...907`..: -.557 -.565 -.572 4 4.766e -3 4.938e -3 NC 10 NC NC 10 6379.398 NC 10 3987.028 NC NC .966: i0 2827.153 4 10 2154.047 4 5.109e-3 NC 10 1720.601 5.281e-3 4 NC 10 14 w .088 046 .082 v::iLii: .. . .075 .069 .3.. .061 5.453e -3 5.625e-3 / .1;05904 5.797e -3 6.011e-3 NC � m 9184.977 73:: 8016.098 :9230382' 7272.752 1192.328 8 =9S 11 02j8.813 4:7i t227:• 903.16 804.463 I 49%4 6.234e -3 .5647A42 14 D Q 6846.187 KM ENEEHMEI El MI 0 la MIMMEEIMDMITS 0 0 ' :: 44::::::41153R4:::: % :51124136::: < €<'I 40 ' . 9.. RISA -3D Version 9.0.1 [Q: \...1...199- 136045000 - SDC 42 \Calculations\Chiller Platform 1 -2 snow.r3d] Page 85 .054 6.457e -3 .046 6.681e-3 6693.791 :4.2 6829.783 725.584 ME I4• in 661.677 0 11441 Ei 609.355 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: kVA, Envelope Member Section Deflections (Continued) Member Sec x [in] LC y [in] LC z [in] 3871 16 max .237 1 -.578 14 .038 LC x Rotate [r... LC fn) Uy Ratio LC (n) Uz Ratio LC 1 6.904e -3 1 7348.379 14 <'4 3873 17 max .238 1 -.584 14 .029 1 7.127e -3 1 8522.642 14 3875 18 max .24 1 -.589 14 r .02 1 1 7.35e -3 NC 14 XW 3877 19 max .241 -.593 14 .01 7.573e -3 1 NC 14 `rtl: 3879 20 max .243 1 -.596 14 0 2 7.796e -3 1 NC 14 ....,x.97. 566.192 1 3f3421'::1j 500.715 1 530.416 1 476.109 442.298 2 .................. 8 Envelope Member Section Forces Member Sec M1 1 max Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC y -y Momen... LC z -z Momen... LC 13.387 .026 5 -.006 -.008 12 .041 3 2 max 0 1 13.274 1 .026 5 -.006 10 -.007 12 <.. -2.251 14 5 3 max 0 13.161 1 .026 5 -.006 10 -.006 12 -4.501 14 • 7 4 max 0 1 13.049 1 .026 5 -.006 10 -.004 12 -6.743 14 r 5 12.936 1 .026 -.006 10 -.003 12 -8.976 14 11 6 max rift 0 12.823 4{1 .026 ... EEIV >= %`: }:- sib #i00!►:': > ?a %; 5 -.006 y��y 10 -.002 12 -11.2 14 CE ;60M 13 7 max 0 1 12.71 1 .026 5 -.006 10 0 12 - 13.416 14 s 15 8 max 0 1 12.598 1 .026 5 -.006 10 .006 - 15.623 14 6 iNZ >`tij1 17 9 max 0 1 12.485 1 .026 5 -.006 10 .014 5 - 17.822 14 ' 19 10 max 0 1 12.372 .026 5 -.006 10 .022 - 20.012 14 21 11 max 0 1 12.259 1 .026 -.006 10 .03 5 - 22.194 14 ..6 :3.9 23 12 max 0 1 12.147 1 .026 5 -.006 10 .038 - 24.367 14 25 13 max °n 27 14 max 0 12.034 1 .026 5 -.006 10 .047 5 - 26.531 14 10.497 1 .026 y........ 5 -.006 10 .055 - 28.687 14 29 15 max 0 1 10.385 .026 5 -.006 10 .063 5 - 30.835 14 ......:11113 31 16 max 0 1 10.272 1 .026 5 -.006 10 .071 5 - 32.974 14 33 17 max 0 1 10.159 1 .026 5 -.006 10 .079 5 - 35.104 14 ..... ............................... 35 18 max . 0 1 ggigiifteneigfig 10.046 .026 .0O4 11111:: .:11 5 {yy0 .087 06 10 - 37.226 14 3'` <'. 37 19 max 0 1 9.934 1 .026 5 -.006 10 .095 5 - 39.339 14 RISA -3D Version 9.0.1 [Q :\...1... \99- 1360450(O - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3dj Page 86 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 20 ... Mal[ki LC y Shear[k] max 0 1 9.821 » 1 55'5:5iNSMOS M2 1 max 0 1 5.737 max max max 0 0 LC z Shear[k] LC Torque[k -ft 1 .026 5 -.006 1 .019 12 0 10 1 <0 `55:5:•5: �2 < = €0> <`< 003 >r« < < LC -y Momen.. LC z -z Momen.. LC 10 .104 5 - 41.412 10 5555.. ::; ..: :;.42:: ::<>::: : ::5;555;:;, .. . - �7tint .027 14 -36.57 14 0 0 .019 .019 .019 .019 %>k ".: 12 12 12 0 0 0 4.835 -.002 -.012 -.015 -.009 - 42.401 :x73 ;f1 - 43.597 - 44.712 4.535 ::nom .:.:.........:�n� 0 0 .007 .015 max Thin max max 0 0 0 4.084 3.944 3 3.689 ............................... 0 0 ....................... 3.561 75 ........ :. 77 max 0 1 notom max 0 .038 .046 .054 ,1 .. .062 12 12 12 12 12 .. - 53.084 - 54.063 .069 12 - 55.026 10 .077 12 - 55.973 10 5555 ........, .3...::.96.1^126......7•.. .085 .. 12 - 56.908 10 :.:::.:::.:............ .....:......................... o ..5::555:5 . 81 M3 1 max 0 1 .134 14 .13 12 .008 7 83 2 max 0 1 .125 14 .13 12 .008 7 {y �.': '? `.� >': ' "555;1 . :.. ..:.. ............. ..............::.::::::::::::.. 5555...- :..........- ..,.....,.. ...::,.. ............,��.l.:.......,..�. .........................'.. ............................. ..:.................:::: .116 55:55. 14 5555... ..............::::... ......... . 85 3 max 0 1 .13 12 .008 7 .489 :........... ...........................:::: ;.....�.:..... 5555.:.. .... ............................... ...:.:..::..:.:::.�:..::.. 5:555:::;.::::::. : :. ::.: :: :. :.: ��:: :::�}.{. {�}� rr< >;: ;. • y. ja::3 . '::'�.::::.aii�� "�'''::; +�' @� ::'::::'•%%11'71' / V �': .::; ;�'::::::.:... .093 12 5555.. �a::...... 10 13 - 61.507 10 13 - 61.489 10 [;ice% t:<w %i►�4r_.'4s'+44 X551 13 -61.47 10 91 55,5,5 ............ 0 1 .088 .008 r<e .008 .464 'i2 " =1:0 .......... 5555 Y .. 5555 5555 5555.. 5555 .13 .008 7 .416 13 - 61.407 10 RISA -3D Version 9.0.1 [Q :\...\... \99- 136045000 - SDC 42 \Calculations\Chiller Platform 1 -2 snow.r3d] 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 Abal(kj LC x Shear[kj LC z Shear[kj LC Torquerk -ft LC 37'1...... f�i........ 231......:1.3 ......,ti06.... ;11j X y Mom: en... LC, • '..:11.$7:. .T.2: z -z Momen.. LC 93 7 max ta: 95 8 max ii 97 9 max 0 1 .079 0 1 .07 , 0 1 .061 14 .13 12 .008 7 .391 13 1;Q: > << s- 17:4: >: > <:: <_12 14 .13 12 .008 7 .367 13 '1st' >: . - 3 :«:....:' >1aJ: >:<:::...11�<<::: =:1�: .�? o.Y. 'X..: - 61.384 10 6:::5 • . -61.36 10 14 .13 12 .008 7 .343 13 -61.335 10 99 10 max .052 !14 .13 - . 12 .008 7 .318 13 - 61.309 . 10 101 11 max 103 12 max .Y.' {{ F4,�(`� ;104. 105 13 max %1 107 14 max 109 15 max <;. ':1:0 ......................... .: ITS 111 16 max 0 1 .043 14 .13 O 1 .034 14 .13 �{, • 3�:...... 0 1 .025 14 .13 0 1 .016 14 .13 ::::::::<::<::<:(�<< `«�' .:: .......... ..................231.....: 0 1 .007 14 .13 0 1 -.002 14 .13 ':;_:;:' .%; %:: »i %.: ; :i ` -:: >:� :. ::::.:.,.. �....... 12 .008 7 .294 13 - 61.282 12 .008 7 .27 13 - 61.255 10 :DRAW <: -::.:1.05:�fl5:: 12 .008 7 .246 13 - 61.226 10 10 u„ 12 .008 7 .221 13 - 61.197 10 24:; 12 .008 7 .197 13 - 61.166 10 • 084:::< >>: <;12:::: -106 1.2 .008 7 .173 13 6<.».:«' .:1a'f.:,:.:'. >:<;«:# ; - 61.134 10 113 17 max 115 18 max _..:;: 117 19 max 0 1 -.011 14 .13 12 .008 0 1 -.02 14 .13 '� ................:... 0 1 -.029 14 .13 .148 13 ....................... ..........0.........x.........2 11} 2 .100x008��,y{, ++'jjy�7 .1``�r2``,��4--AApp !14 12 .008 7 .1 14 ;:00 ::;» :<:i0'' <s„ '009 >1 119 20 max 0 1 -.038 14 .13 12 .008 7 .077 14 - 61.102 10 - 61.069 10 - 61.034 10 1 05052' g 1 . - 60.999 10 121 M4 1 max 123 2 125 3 127 4 129 5 .1:30 ..... .... ......... :.:...... 131 6 ........................................................ ............................... 0 1 -2.535 14 .025 max O 1 max 0 1 max 0 max 0 1 B. max 8 -.001 7 .042 14 -2.571 14 .025 -.001 7 .027 14 : % %:iii•/}.:��. ;`i '';iiyi:' „./ {�}{(�, Jib, -2.607 14 .025 8 -.001 7 -2.643 14 .025 8 -.001 7 -2.679 14 .025 8 -.001 7 'V. .012 14 -.003 10 -.005 12 -2.716 14 .025 8 -.001 >> -2.752 14 .025 8 -.001 7 .016 12 - 50.714 10 ... .....:::::..:..... :..........:. .•::':::: i?:`` 1': �:>` ii: i2>? ii� '�;:; >�;:'._;:._..;;::::;...: .i, .�. :..,;<<;;: ..., �3�►.......: 13.......... 0�........... 10:........- .<Q�.........'i.�.....89.��6 >:> .006 12 .1044988- - 57.489 10 10 10 10 - 51.881 10 135 8 m ::.:;.:.::; 137 9 m 139 10 ma 141 11 m 143 12 m • ii ax 0 1 -2.788 14 .025 8 -.001 7 .026 12 - 49.532 10 ax 0 1 -2.824 14 .025 8 -.001 7 .037 12 - 48.334 10 :::.............. , ........ ..... � ... ....... , : ..:.:,..:::.1... -.: � ..,.:: 1....:::..:1... : :85.G.�J9i;= > €1€< max O 1 -2.86 14 .025 8 -.001 7 .047 12 - 47.121 10 ...::::::............................:...................................................................................................................... ............................... ax 0 1 -2.896 14 .025 8 -.001 7 .057 12 - 45.89.3 10 - , :iirx:.i� • - i�:i: ��5 ::. -• ��//((��,qqyy • ,ry�r ax 0 1 -2.932 14 .025 8 -.001 7 .068 12 <::::<:: <::« : `i:« 4 +94 ::::<::-<::<1<>::�:<::: 036<:::;::1:3 <::<::«< =: 004....,..,1.0;s < 1: :::> :::1:3::: -44.65 10 RISA -3D Version 9.0.1 [Q:1...\... \99- 136045000 - SDC 421Calculations\Chiller Platform 1 -2 snow.r3d1 Page 88 • 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[kl LC z Shear[k] LC Torque[k -ft LC -y Momen... LC z -z Momen.. LC 145 1 147 149 max 0 1 -2.968 iilj ii .:. 14 .025 ::g -.001 7' .078 1 max 1 max -3.005 -3.041 14 .025 14 .025 Q -.001 �:3 ........01;34.....: -.001 • 12 - 43.391 10 .088 .099 12 - 42.118 10 12 - 40.829 10 ............................... :468::. 157 ;:158 -3.077 - 39.525 -3.113 }w}w;:�3�.:yy'94; -3.149 :.v45,844:» -3.185 .025 .025 Mg .0167 .025 ..- 038 gRODAN -.001 -.001 -.001 7 M5 163 :;164 165 2 max 3 max 4 max 168:: 171 :172 :: 173 175 177 ............................... 5 max 6 max 7 max 8 max 9 max �.I 10 max 11 max ................... 12 max 13 max ............................. .03 13 .03 13 .03 13 .03 13 .03 13 .03 13 ...:. ............. .03 13 : ::: .03 13 .03 .03 .03 -6.045 10 -6.072 10 -6.099 10 -6.235 ;iii• -'1 1:1..Y.iM.'v:ii -6.262 -6.289 -6.316 .05 .05 ....-:989. .05 .05n :f ::: 089Pk .05 . ........... . .05 ...... ....... .05 �{{��.{{ .05 .05 12 12 '13> .023 .023 3 .023 3 .023 3 .. .023 : 3 .023 3 .023 3 .023 3 .15 .38 .352 .324 .296..... - 35.749 10 - 33.836 10 .268 13 >; .24 /3}} .211 13 .183 13 .155 13 .127 13 .099 13 - 31.915 10 - 29.984 -28.045 - 16.233 max .03 max .03 L. 410 max .03 -6.343 .042 13 - 14.234 -6.37 10 `-11 AttiNidia -6.397 10 -6.424 10 -6.451 .05 12 .023 3 :iii: ::. ):T! .Ol.......... "YF. .05 12 .023 3 .05 12 .023 3 > 0891 » 10 10 10 .023 .023 197 19 max 03 13 -6.505 10 .05 .041 .057 O '... : 12 12 10 10 12 .023 3 .073 12 -2.062 10 RISA -3D Version 9.0.1 [Q: \...\... 199- 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: (0-u/kb Envelope Member Section Forces (Continued) Member Sec 199 20 .2011 ::............. 201 M6 1 Axial (k] _ LC. Y Shear[kj LC 203 max .03 13 - 6.5.33 10 max .003 13 10.336 1 max .003 13 10.209 1 z Shear[kj LC TorqueRc -ftj LC y -y Momen... LC z -z Momen.. LC 205 207 209 3 max .003 13 10.083 max .003 13 9.957 1 i max .003 13 9.83 1 :"r�,y 80 NIMMOR 401 11:48..1•::t ::;i:4'•+ .05 12 .023 3 .089 12 .037 3 861« :<::43::: i 3:.: .:.1.tt .051 5 0 10 -.009 12 0 10 /;(y ./{�`•y.(y,...i)i:: i)l.•ryi) 005:;'ii:::'r'12i:;iifji:i01 i'i:::: :),F:i::::!:ii:::M 'iM:Y.4ii :':'i:5 iiLi %-- 0\R-lj '' )113)1` .051 5 0 10 -.008 12 -2.058 14 3:27$::` ' »>» .051 5 0 10 -.006 12 -4.101 14 .051 5 0 10 -.004 12 -6.134 14 icio ' .051 5 0 10 -.003 12 -8.158 14 ::1111:::..: - :.:;: i ;;..:< :..�....................... .. i�:�•.:. •. yy�y,,[ i)iii : - .7 ::i::: :: _03: <; < »:> :l:1[�::ii :::: �2 >':.6'7l::: 5 0 10 -.001 12 - 10.171 14 112 ?: 5 0 10 .002 5 - 12.176 14 5 0 10 .018 5 -14.17 14 .::12.) 0 10 .034 5 - 16.156 14 ....................:.:.:.:.... 6 max .003 13 9.704 1 .051 :l I: `i::::v`•}: <!':: +':.:!r i:r:ii:::'::i:' )min iXti :-:' %': :::1! -' :•VJ�`' l i'ii ::i 541' ii i ":': i .003 13 9.578 1 .051 213: _ :. �:.: :. rr! �. ....:....:.. :.:..:... � :...:........ .::..:: ..:.,.....- .................. 4<::<< �<:<:< <::::;:<:<::«<:«:::<::�':01it0: �<:::- �It�� «:::: >'1:2::::<63�2.:::::.1:4.. - .::::::,01'i��;i;;i.) 215 8 max .003 13 9.452 1 .051 <..::::::..�:.:;:,.�...�:::.,. - :..:....::..:r:,....::..::... 2�: 13 ................................. i............ r�i�..::::.:. :.�f��::..::,.1.2....�:.:6.o2 :.. :.::.:1* i:i.;;)::005<ii:;.) 217..... ... 9 max .003 13 9.325 1 .051 219 10 max .003 13 9.199 1 .051 10 .05 ...............: ...... ..... .......................... 1 1 ax .003 1 3 9.073 .051 10 .066 ii: )F) ii..ry:�?: ! :::u..y...- :..sro ...: ^.; :.. 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'.:;.:; -):- : -:.:.: :;1111::1: ::.;;:.:i. i.).: -::- :- ):;.;:.::... ::- ):- :.).::.:'- :;: ::- - -.. ....... ...........1:._........ 0 :. :);::::::.; ::.:.::.):; -- :..:.)):.):.:.;:: :.):.):.) :.1::...:.::.1:.:):.:;::1 - 32 .... t' i3..........,# �4��........'] 2....... �.. 1.......... 2......... �i... �........- 1. 2......... ���€: 4........ 3... �........ 0` t' x�..... ......�.....- 43,�1.3.....'�.... 233 17 max .003 13 7.515 1 .051 5 0 10 .163 5 - 31.269 12 :;,.:...:•"': i::.;::: c: i::; :.;i::ik:;::`ii2::i:::i::.::::: is : ; :;:;:.;:.:::.):.))::�:.;i;: ;::::;)`;ii---- .,- , :.;:.);:. ) :.:: r -..) :.)));:.; - - - :� :.):- �:. 2.:..;':.:.:.;:. ::;::.:::...):.;:: G:: 1-): i.):;,, ti05::::;::;:;>' is2:;>;::: �0' 14.. ......�.......,...Q'i�........: 12......40.'3116: >::: >:<'t >; 235 18 max .003 13 7.388 1 .051 5 0 10 .179 5 - 32.941 12 .:.2.::::11:.: 6;28111:::1: 1::1;2 <�::«::)::005 »> ��€ >� :` '..... .. , ii `> "- `3 > < > > »< ; ....: :::::. .............t�it�:.: . 3;:�: :.: i..1 .. .... 2........ 01f�a:4:: '... .tt18>< ><: <3? $�s59 €; >�1: 237 19 max .003 13 7.262 1 .051 5 0 10 .195 i,' :.:.::, 1:.i::::i::i- i::ii::::1::ii :s:i ::1::1::1111::;- ;::;;::z: -)::.; <::.;):;:<) ::) :.::: >: %: : >: •:: •.-: '.::i::i %i.:):)'::..,:: i:.ii)):: • : ::: -: - -�i:> i::. R � :.::z<:.);::;•'..:.::::: %:i:: � .:i): : � i:. )::- :;i:::.i,,:,;<: i:::- :<).<::.: ;� :i: >::i- ::.:.: :. >)i::;:q ):. ?::: -.::> �i :: %:..,:..._;- •:..:.: :,;i ..: : -::: 239 20 max .003 13 7.136 1 .051 5 0 10 .211 5 - 36.257 12 i 241 M7 1 max 0 1 5.901 1 .014 4 .003 10 -.045 12 - 34.698 14 .. . � ......,00.7 ��•14. «: �:�;:.::: ......... 002))::..:11:7.`: = ���,.:.: w1# 3-11» `:> >� > >:�.::::�3�'#�0` >?�`'1 >'> 243 2 max 0 1 5.733 1 .014 4 .003 10 -.039 12 - 36.252 14 :.:;:.):.:.::.: i:. :ii ::<i "` }.......... � {{�`/{' ♦�(�Q� ..N} �}T�}/�t +{{/y� ..:.:...:.......::.. �:,..:.:........---.:: ��..: i•-: v-:. �0-.;.:....)'-:.-.-: �..-:..:...M1 �. Y'1 �.,::-:... �2•...... v. n. YO.l. v...,..+ I�..::,,.... VV2::::{:.{:: ��ii: �: n:: i.: 4�L.- T.-.;':. .::;M�. }::• :: { :.rF}A�.YMO)):: :: ?:::iii 245 3 max 0 1 5.564 1 .014 4 .003 10 -.033 12 - 37.789 14 :02$ •::,;: _211;1;007:::: 14:.:- 0 2)))M; ; ?,i) 5::: 6T a$`� >:'�<` 247 4 max 0 1 5.396 1 .014 4 .003 10 -.027 12 - 39.309 14 249 5 max 0 1 5.228 1 .014 4 .003 10 -.022 12 - 40.812 14 .....Zf ..Y..� 007 ....>•. .........OY[„v.. -... ............4�!.Y.2•. .. . ...�..... 15 max .003 13 7.767 i Ef`<t< < < > > <``> « > »«--" € «' S :'„ ' Nal 3`:< <1 ;; «< >6 71 >«;€ -'•• . 051 .:.::::::: . 00 r. 10 .13 5 - 27.866 14 - 29.587 12 0 10 .147 - 34.604 12 RISA -3D Version 9.0.1 [Q :\... \... \99- 136045000 - SDC 42 \Caicuiations \Chiller Platform 1 -2 snow.r3d] Page 90 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 max 0 1 5.059 1 .014 4 .003 10 ...0.... ....... ...........07........1.4.: »f::..:.1;i02<:: <' O 1 4.891 1 .014 4 .003 10 :4 ...... 002;... 7 max 8 max O 1 4.722 1 .014 4 .003 4.554 4.386 -y Momen.. LC z -z Momen.. LC -.016 12 - 42.298 14 088 <> > < > -84 18 s< > 1 « -.01 12 - 43.766 14 084 '5' 66 82 «> 1«< 10 -.004 - 46.653 260': :262: 263 265 :266 ............ 267 .003 SS## .003 >< 002 > <> .003 .007 }}{{�� .013 .019 087 > 12 12 12 max max 3.791 max 0 max 0 6100211 .003 .036 - 56.619 24' 275 fi < :...........: : . ; : : . : 277 279 281.. ... M8:....... 283 0 mgRogia 0 '12: 14 5 .014 .014 .014 :.:..135 .... .135 1 .6 1 .565 .554 *> : : • .544 287 289 280:: 291 .003 Reg.003 .003 'M :: .< .004 ..:.. .004 .004 .:... .004 .. t# « .004 .::: ........:::.::. . .004 .059 .064 ii•i. .261 .258 .:. 11 .255 11 .253 ''10g MASSigg 11 .25 11 .247 - 57.589 12 - 58.542 12 86388 < >::<::1: ?::• - 59.4{{,7�y{ry.7Y 12 87:58:.0.: - 59.236 14 - 59.298 14 - 59.359 - 59.592 296 :29g, max ax 301 .524 .514 .135 .135 .504 14 .135 0 1 .494 14 .135 a0. 024~ 13y .004 .004 .004 11 - 59.703 236 13 - 59y{�.7y,56 14 .004 11 .234 13 - 59.809 14 303 12 max 0 1 .484 14 .135 8 .004 11 .233 5 -59.86 114 RISA -3D Version 9.0.1 [Q: \... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 91 • 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 305 306 .. .:............................. 307 I(k] LC y Shear[kl LC z Shear[ , 13 max 0 1 .473 14 .135 14 max 0 1 .463 14 .1.35 ii: ' �' . Axial :X:123: :3::1'4: 315 max max max /:s=tn' max ....................... k' LC Torque[k -ft] LC y-y Momen.. LC z -z Momen., LC .004 11 .234 5 - 59.911 14 .004 11 .236 5 -59.96 14 0 .443 {y� .433 .423 .135 3::: 8 8 3 0 .135 M9 3 max `•' = in : `t4: max ............................... 5 max 6 max 7. max 0 0 :::::.................. 0 -2.412 .. gia2 :;< <` -2.452 -2.492 -2.654 - ..110.:4:`: .026 ... 004'' .026 .026 M .026 .026 .026 .004 .004 .004....... Onlian .004 0 0 .239 .241 - 60.146 -60.19 -.037 -.034 -.027 r $8 -.018 .... -.009 is iii•::. 2 0 339 341 0 0 347 14 max 0 1 349 15 max 0 350 351 16 max 0 1 353 17 max 0 -2.775 -2.816 -2.897 004:: >:: .026 .026 0 k003 ' 0 .01 .02 .029 .039 - 54.322 -46.44 3:20 -2.937 14 .026 4 0 7 -2.978 14 .026 4 0 7 -3.018 14 .026 4 0 7 ;;•:; :.; ::::�,y•:.::: : :::::�.a.:.:,.{.:�..: n...�ri.::. ';::: ' /.!!!•.;!•33333{' j•'. •:::::::::. ::,:[�.:.,. .:.•:: •:::: v/•�•.•„•:::: •:J.••: :. 1 -3.058 14 rr .026 4 0 7 .069 8 - 42.807 14 .08 8 - 41.561 14 > " = =: =. ..... �.> ::.:. 3.145......'1.... .09 8 -40.299 14 -603587: < .1 8 154; iggi ;$06 355 18 max 0 1 -3.099 14 .026 0 7 .11 8 • -39.02 14 - 37.724 14 RISA -3D Version 9.0.1 [Q:\... \... \99- 136045000 - SDC 42 ■Calculations \Chiller Platform 1 -2 snow.r3d] Page 92 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: wym, 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 357 19 max 0 1 -3.139 14 .026 4 0 7 .121 8 -36.41 14 359 20 max 0 1 -3.18 14 .026 4 0 7 .131 ......................... 8 - 34.951 12 361 M10 1 max .019 12 -5.201 14 .042 8 .013 363 2 max .019 44 365 3 max .019 12 -5.231 14 .042 8 .013 ::> 1: 3:> %:::::.: i� »ii: »;i1: » >.;ii >ii >�1.Y.:��ii�. i. �.. :r.....f���i:• 12 -5.262 14 .042 8 .013 >> 7�n� < >: >1:: >.:::::.: :. 043 _ :::::.. >:1:3:.::: >::::YQtI�'�: 12 -5.292 14 .042 8 .013 12 -5.322 14 .042 8 .013 12 -5.352 14 .042 8 .013 ::ii... •.031'..... 367 4 max .019 369 5 max .019 371 6 max .019 r0 3 .174 13 - 32.941 14 3 .161 13 - 31.294 14 3 .147 13 - 29.637 14 >::: 1:�1'v.:::::' ii1: :: >::i ?::' •::.V..j::i :: -46 34f i :::1::: %i 3 .133 13 - 27.971 14 ....... 1#l.........,.' �3r 2....: ....3.......4�i936 >�::: >'4<: > :: 3 .12 13 - 26.295 14 3 .106 13 - 24.609 14 =105 596:: <' > `i ....... : .............................. .................. .... 373 7 max .019 375 8 max .019 377 9 max .019 ................... .019 12 -5.383 14 .042 8 .013 12 -5.413 14 .042 8 .013 :g1O0.d: 12 -5.443 14 .04.2 8 .013 «<< <001 12 -5.474 14 .042 - : I.Ii z >2 ?:tiw %i "sw:►'t; `v .. 3 .093 13 - 22.914 14 3 .079 13 - 21.209 14 3 .066 13 - 19.495 14 .013 j3 .052 -17.772 .....: .Y� � .�jY�tiii 12 -5.504 14 .042 8 .013 3 .038 13 - 16.038 14 :::::: >ii$r:. !� >::::= :>:�:: >�:_: >:: >:: >043 >< - -- 3:..:...... «mD`�- -.:.: 10...:.-:.... .tiA� : >'> >?:�''3 >•r�'2�2r ><?F => 12 -5.534 14 .042 8 .013 3 .025 13 - 14.295 14 12 -5.565 14 .042 8 .013 3 .011 13 - 12.543 14 ::1:; .. -3 81:'7:•<:::; >:1: > >:: ; >w:04?: > <': %'; <:13<.::;:; :0t I:: {:: >;<::;:1:0 >: >;: >;:-113i « >::: :;;: ; -20 :4!9:3> :: %:1: <;: 12 -5.595 L�14 .042 8 .013 3 0 12 - 10.781 14 #�3 ....::5`:.;�_; :��3�30: > < >::�}: ». 12 -5.625 14 .042 8 .013 3 .013 8 -9.009 14 volt ::-::.;.: 043i.. 1 3..,Ot31..�.::.:11~1.:.:::.:: 12 -5.656 14 .042 8 .013 3 .026 8 -7.228 14 ;:.;' ".:.:.:.; :.:.;'-- •:i - -{- ---'. i:.:. i:-•;:. i":: i:.:'. i:.;;:.;:;.,;.:-.,:.>:;.;:.;::.:...::: i:. i>:. i:::...... i':. i:.:::.;;.;.,....:: : :::.:::.:.: ..:':.;:.;:. i:.:.: i-:::':. i:. ii:. i:.:: ::y:.:.:....i:.::.:.::.;':.i:.i 12 -5.686 14 .042 8 .013 3 .039 8 -5.437 14 12 -5.716 14 .042 8 .013 3 .052 8 -3.637 14 12 -5.747 14 .0�y4,�2� 8 .013 3y .065 -1.827 14 0{!!7` i': ;1?�'. i `.:: -'00 1 :''1ifij![ ?i i';' .0'F " ::'_i ?::1a :': ii ;; :.3'::•:::��•yy+ :_ "# 12 -5.777 14 .042 8 .013 3 .078 8 .006 10 5 /{��. Y��S..... r... rr: �: i>:.: r:: : :::1�!- :l��Fi .i":.:.!.. �.. ... .;:- . :::::: `•- r:ir' -' ...::::::.:.:...4?ff -:. '::•: :::Y..iiiii 'fi:��ii:- 12 9.867 1 .027 13 .013 2 .017 12 -.012 11 ii: �. ii1 .i:.iii:::~k�.:.... :.. :..i'•T 12 9.761 1 .027 13 .013 2 .014 12 -1.97 14 ::;: <:, .:> -:>%>:::..,,:.::.:..::%:::::':%:::::'<:>•>::;;<>%...-::::>::: : %:::::: >: >'::..:::::: >:: »:: »:; - >:: >::;:: is : >:::- ;::::.::: >:::: >:: >:: > >::: r ; >:::: >::::% .:..>.:::;':;::%:'' :;':::.::::.::: % %.::i: %.:'.:;:: >:1:. .. ..... �a. >¢.:�!�:i1:4'�� ^i:::: • ..;'��': x::::...•`y. . . .:..... {�..i }.ry :. } }i -i .........: :. . ........ 12 9.656 1 .027 13 .013 2 .011 12 -3.906 14 12 9.551 1 .027 13 .013 2 .008 12 -5.834 14 12 9.445 1 .027 13 .013 2 .005 12 -7.754 14 ........»..r.....::... 'ri it 383 12 max .019 385 13 max .019 .019 389 15 max .019 391 16 max .019 393 17 max .019 395 18 max .019 397 max 19 .... ................ .019 399 20 max .019 401 M11 1 max .003 403 2 max .003 405 3 max .003 407 4 max .003 409 5 max .003 RISA -3D Version 9.0.1 [Q :\... \... 199- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 93 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: WY* Envelope Member Section Forces (Continued) Member Sec Axialiki LC y ShearJk] LC z Shear[ j r LC Torquerk -ft) LC ,y -y Momen.. LC z -z Momen... LC < ....., Q6.....14.. ..6 067 .....1 #......., i ..... i2, ... 17.......'t3...... 2."46" • max .003 12 9.34 413 7 max .003 12 9.234 1 .027 13 .013 .415 8 max .-.." .... ............................... .1 .003 12 9.129 1 027 13 .013 .003 12 9.023 1 .027 13 .013 .002 12 -9.666 14 .027 13 2 0 14 - 11.569 14 toll) .009 13 -13.� <1 £tom r: l .013 .017 13 - 15.353 14 419 10 . .003 12 8.918 1 .027 13 .013 2 .025 13 - 17.233 ........(M�..... ..1.4. ...... X,. . �.......,. �. 4........... YM.Jf.........:.�5i..1......... �.......... ��..::..:.:Y��R�i:::.::� ::�2 iW 4!»i:: 421 11 max .003 12 8.812 >t 423 12 max .003 12 8.707 goottv .027 13 .027 131 .013 .013 14 .034 13 - 19.105 14 43 »s ' »> .042 13 - 20.968 14 425 13 max I .003 12 8.601 .027 .:.:,.:.:.. �.�.{ Q �+�yl� t{ {�/�¢ Q.y��,,,.....:A.. i-•:: iii:`. -. _ ::;_i.:::: :i.: :: �: i:ti:i::i::::: iiii::i::iY` ?':.: : i:.: :::::ii'�:}:�:�:'::�i:(:;:' {:.; �1:�.:.: :.::�wVS?�:'.F.. ......14..........,1....:....: � �.: f.:.:..,.:.�::. �:::..::.:. � �..:.::::::::��+(i :.:::.::.. 131 .013 2 .051 13 - 22.824 14 427 14 max .003 12 7.162 1 .027 -.:.' -- ^::::::::: ?::ii:2i ":::>::::::::;:: •i- " " "`•' -:: :::::i ".:..:..':' "...::: ::'ii i ?::i:.. :..:i.iii:.:I.: :::.• : :.::... :.:: :: :.:« .;::•:: :•: is %:: i:.' %: .: ��: . ;ii %% � ..................... .. .. ........... .m•I {�.. .......i0a.8•........14.. .....�3�4.V.. ...... ..1•�. ........I�. {. ... ..� h, 429 15 max .003 12 7.056 1 .027 13 13 .013 .013 ..0y5k�9� 13''3� -24.672 14 lil<Y: .068 13 - 26.511 14 431 1 max .003 12 6.951 .027 433 1 .003 12 ..... ............. ...... 437 1 1 max max 6.845 .027 ............. ............. :: •`y'i• 13 .013 2 .076 13 - 28.343 14 ....... .:.:.: %: �.3..... "...013 .................: 085........E 3....- 30.167 14 .003 12 8.74 1 .027 13 :. �`�, .003 12 6.634 1 .027 13 .013 .�:....r.1.�...." ".....x..:::::..::12 :: .013 .093 13 - 31.982 14 .102 13 -33.79 14 439 2 max .003 12 6.529 ...... ..... .......................... 441 M12 max 443 ax 5.809 5.668 .027 13 .022 13 .... .022 13 .013 2 .11 -35.59 14 .004 10 .049 12 - 33.698 14 ii0.ig i �i::-i� %2•: :::%`::i u1 %.;i'�i Vii: % i' y. ....: J-j� sys�,,,aalI y.}}�a�!.JJxxccyy .004 10 .044 12 - 35.311 ....... # 192 ........13....3,302......1.... 14 445 max 5.528 .022 13 .004 10 .039 12 -36.91 14 447 max 5.387 1 022 13 .004 449 ax 5.246 451 max :::::..................... 0 >2 >98;3 5.106 .022 13 .022 13 10 .034 12 - 38.495 14 9562 .004 10 .029 12 - 40.065 14 .004 10 <42 Y.- .024 12 - 41.621 14 xx! 453 max 4.965 1 .022 13 .004 10 .019 12 - 43.163 14 .... ...::: �: "'�"73�si 3:ai7PG`= >'i�!Y!i4 <I:+G:Sf 455 max 4.824 457 max 4.684 1 .022 12. > >12' €<< 1,W .022 13 .004 10 .013 12 -44.69 14 13 .004 10 .008 12 - 46.203 14 .............. 459 10 max 461 11 max 4.403 :T4 -. ss ............................ .022 13 .004 10 .003 12 - 47.702 14 :::'-. -'•Y.: %::... i iI. - ::: j.'.:): ?Zl:.sii:i:_ �;i: .iii. i i; : }y[: 13 .00.4 10 -.002 12 -49.187 14 . ... � 22`22::21 ::.::: i� i:': MAO, .022 RISA -3D Version 9.0.1 [Q :\... \...\99- 136045000 - SDC 421Calculations \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: to/m, Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] 463 12 max 0 1 4.262 1 .022 :r 465 13 max 0 1 4.122 5 .022 4" 131:3: :....... : ............. :ti€ 467 14 max 0 1 4.003 5 .022 469 15 max 0 1 3.883 5 .022 LC Torque[k -ftL LC y -y Momen... LC z -z Momen.. LC .004 10 0Q:�y 14 - 50.6.58 14 .004 10 .01 14 - 52.114 14 .004 10 .019 14 - 53.556 14 .................... .....................:: .004 10 .028 13 - 54.984 14 13 13 13 13 :: 470:::: �::: �::���: >�;' :.:....::.- .,.:.,.:. :;rig 471 16 max 0 1 3.764 5 .022 13 .. .......... ............................... 473 17 max 0 1 3.644 5 .022 13 ..:..::..:: . �67..'{... ....'1.2a,. >...,0'1.2<<: 1'2 475 18 max 0 1 3.524 5 .022 13 477 479 19 max 20 max 3.405 5 0 1 3.285 .022 13 .022 13 483 2 max 0 1 .516 14 .107 14 2..........x.11.. 485 3 max 0 1 .508 14 .107 14 ........................ .499 14 .107 14 487 4 max 0 1 .004 10 .004 10 .004 10 .004 10 .004 10 -.005 12 <. <_:<, -.005 12 -.005 12 -.005 12 .037 13 - 56.315 12 .046 13 - 57.407 12 .055 13 - 58.485 12 .064 13 - 59.549 12 .073 13 - 60.598 12 < .133 8 - 59.803 14 86 :688:7<; .121 8 - 59.858 14 .109 8 - 59.912 14 rt0T `>': 14 ' x -86 763 r: ; $ .098 8 - 59.965 14 489 :?.:ViVigggfiglggiV:Iggggi: Mfg 5 max 1 0 1 .491 14 .107 14 ::.:::. �:.: .... .... 'x1.1.........:8... 491 6 max 0 1 .482 14 .107 14 493 7 max 0 1 .474 14 .107 14 4< in :::..::rOV SE A4i -.005 12 .086 8 - 60.017 14 -.005 12 .074 8 - 60.068 14 -.005 12 .062 8 - 60.118 14 - 495 8 max 0 1 .465 14 .107 14 497 9 max 0 1 .457 14 .107 14 ...........: >r0ta «<: <:: >t# ; >> > > I < < < 294: » >: `A 499 10 max 0 1 .449 14 .107 14 :. .............................. 501 11 max 0 1 ....:..303: `> s > ::::...............: :. :...... .44 14 .107 14 503 12 max 1 .432 14 .107 14 -..0y0i5 12 .051 8 - 60.168 14 -.005 12 .039 8 - 60.216 14 -.005 12 .027 8 - 60.264 14 ." ::..... ......1.4< >nit2i< 14...: ". : -.005 12 .016 12 - 60.311 14 -.005 12 .004 12 - 60.357 14 rAION 50 5 13 max 14 .107 507 14 max 0 1 .415 14 .107 14 509 15 max 0 1 .406 14 .107 14 511 513 16 max .398 14 .107 14 .....::�:yv :i %::� ?!::::�"; is 17 max 1 .389 14 .107 14 singstm Illlitatenik -.005 12 14.. . -.005 12 A ' fl : :4' ::.% -.005 12 -.005 12 -.005 12 :=0051 " >%< :1 515 18 max 0 .381 14 .107 14 -.005 12 .005 14 - 60.402 14 2.: :008 .017 14 - 60.446 14 .028 14 - 60.489 14 .039 yy}}yy 14 - 60.]5.{311{{1L} 14 .051 14 - 60.573 14 14 .062 14 - 60.613 RISA -3D Version 9.0.1 [Q :\... \... \99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 95 14 0 0 0 14 14 14 14 14 14 14 14 6:16. 517 5I8 >. 519 5 521 522::: 523 :524> 525 14 1 14 14 14 14 0 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: tc'eA Envelope Member Section Forces (Continued) Member Sec Aiaal k LC Shea k LC z Shea k LC Tor.ue k -ft LC - Momen.. LC z -z Momen.. LC 527 828::; 529 M14 Mil' max max <r4ii�> max max max iii. max 'ini ©m 531 2 533 ;;534 535 538 537 8.53: :: . ........... 539 540< 541 :64Z 543 :544: 545 548::: 547, 549 551 62.. 553 555 58B> 557 559 >0 :. 561 :NZ. 563 565 567 .......................:....... max 01it1- max max max max max max max rriii4 max max max max max max max a Ifl. max max max 0 0 }: 0 1 ::4••• 0 0 0 .021 .021 Wan .021 1 1 -2.768 -2.802 91: -2.836 -2.87 -2.904 -2.938 -2.971 14 4.: 14 14 14 »4 :> 14 4 14 .107 agittin .107 .012 .012 .012 .012 -3.073 -3.107 -3.141 -3.175 -3.208 -3.242 -3.276 -3.31 -3.344 14 14 •ii:i :: 14 ;1 14 14 14 .012 .012 .012 .012 .012 .012 .012 .012 14 ...f. 14 14 14 14 .016 14 max .021 -5.176 .016 14 -.005 .:x:005:;::=:: -.005 .002 .002 .002 .002 - .002 :1 >4< 12 1 4C 12 7 7 .002 .002 .002 €0' .002 ... .....- i001i�':: .002 .002 .002 .002 .002 .002 .002 .002 001: .002 ;OOfi .002 -.002 -.002 - .002 `.... -.002 82<; >;>:�$; >'<>'�0 7 ..;06 .073 .084 ,:..::..061,:..::. .052 .043 ..... .034 .017 .008 0 14 14 - 60.653 - 60.691 -58.788 -57.63 85;22$11 - 56.457 -55.27 :�0:11182> .018 .023 .028 14 14 14 14 14 .038 .043 .047 .052 .057 .133 .122 ......=112 ..... - 52.853 - 46.562 -46816V - 45.261 59,1 t2'. - 39.454 57::55'1:' - 37.872 - 36.276 - 34.666 - 33.041 -32.07 - 30.455 - 28.833 10 10 10 14 14 ...::...102.::, -27.202 =40 10'€ iii I »> RISA -3D Version 9.0.1 [Q: \... \...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 96 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) 569 571 Member Sec Axial[k] LC y Shear[k] LC z Shear[k] -y Momen.. LC z -z Momen.. LC 5 max .021 4 -5.201 14 .016 14 -.002 .092 8 - 25.564 14 ..:.............. 6 max .021 4 -5.226 14 .016 14 -.002 11 .082 8 - 2.3.917 14 7 max .021 4 -5.252 14 .016 14 -.002 11 .072 8 - 22.263 14 ���� - .:35:64::: <� 8 max .021 4 -5.277 14 .016 14 -.002 11 .061 8 -20.6 14 7'2` LC Torque[k -ft LC 11 t76 577 579 581 583 585 ......................... :fnitt max max >rtt max 589 591 593 595 `:596. 597 .021 .021 -5.303 -5.328 -5.353 -5.379 -5.43 -5.455 8 max .021 max .021 EggiEgg max .021 -5.48 -.002 -.002 -13.87 -.002 -.002 < 15 -.002 0 .004 .009 .009 ....:. -7.012 4 -5.506 €14'> 4 -5.531 Nft 4 -5.557 €14 ` k84764» .016 X032 `< .016 .016 -.002 max 603 605 607 609 611 :61;2:• 613 64> 615 16< .028 444 .022 ,..022 ..... 14< ><" '6«'« 4 .022 4 .022 -.011 .022 .: glItg -2.295 14 -4.594 14 -6.886 14 -9.172 14 max max ;mitt; max 4ini= 11.439 418 11.259 11.169 :0 .028 .028 .028 .028 .028 .022 106 .022 .022 .022 11).ti ii Vii. .022 0 0 .008 .017 .026 ..:.. - 11.451 -18544 - 13.7{{23 - 15.988 11 max .01 4 11.079 1 .028 .022 .034 4 - 22.742 14 RISA -30 Version 9.0.1 [Q:1... \...\99- 136045000 - SDC 42 \Calculations\Chiller Platform 1 -2 snow.r3d1 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 1 max .01 4 10.989 ..........:............ .01 4 10.89. 9 1 max 1 4 9.675 Shea k LC z Shea LC Tort ue k -ft LC - Momen... LC z -z Momen.. LC 631 1 633 17 max 635 1 m 637 1 9 B .. ............... . 639 20 max B 641 M17 643 max .01 m 0 ,.839 9.585 .028 ........................ .028 .028 ..:.. .028 .022 .022 .022 ..... .022 0.A .043 -24.98 14 .052 - 27.211 >..u: : ', 3 .. -., ..::.� 6..... - 29.435 .069 + r s s : - 33.863 $$ • + + a + a:s s+ ss• a:aa • + + + 22 2 .086 - 36.066 9.315 9.308 9.225 .028 .028 .028 .013 .013 14V; NUMMON :650: 0 igMMUNiig max 0 6 max 0 • 4.634 .022 .004 .004 .004 - 38.263 - 40.453 61 64_,. ._ .......1.,554.. - 42.636 .004 .004 .0 }}0 4 .006 .006 r .005 I .. i -.05 M: -48.17 653 655 .............................. ax 0 max 659 1 max 0 am6 .013 .......013 ...... i 4 - 49.575 ;rr,:yc:x: {: :: ill - 50.967 14 -52.348 14 14 -53.717 14 06 14 - 55.073 004 0 .004 r r r . + :: - .004 ... uIi3.794 .003 1 max 1 max 0 1 max 0 Nig 15 max rr• 10 .004 10 3.346 .013 4 .004 + 1 3.244 5 .013 4 .004 + MIKPKOMMEICIMI .002 .002 .001 .001 ............................ . 16 max 0 1 3.142 5 .013 4 .004 10 .005 > ................... ..............................2 � .. .................. .... ......... 673 17 max 0 1 3.04 5 .013 4 .004 10 .011 - 56.417 :x8 •935 -57.75 .15;i406N BIM - 58.948 - 60.061 B dd °. BR - 61.162 .:.................::. - 62.251 z99s79G RISA -3D Version 9.0.1 [Q: \...\...\99- 136045000 - SDC 42 \Calculations \Chiller Platform 1 -2 snow.r3d] Page 98 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 675 18 max 0 1 y Shear[k] LC z Shear[k] LC Torque[k -ftQ LC y -y Momen... LC z -z Momen.. LC 3.006 14 .013 4 - 63.328 11 4 .004 10 .016 <: :2 =381 :: 1 13040 l 677 19 max 679 20 max 0 1 2.977 14 .013 4 .004 10 .022 - 64.393 11 2.948 14 .013 »> .004 10 .028 681 M18 max 683 2 max 685 3 max 687 4 max .001 14 .019 -.006 14 .019 7 -.005 11 7 -.005 11 .024 .025 - 65.151 14 -65.15 14 8 - 65.149 14 - £�4 i 214 €�' '<'1> -65.148 14 i:lV:l:::•: ii:•t:ii 0 1 -.013 14 .019 7 -.005 11 .027 0 1 -.02 14 .019 7 -.005 11 .028 - 00 691 6 max lt: 693 7 max 0 . - 1 027 14 .019 0 1 -.035 14 .019 0 1 -.005 11 7 -.005 11 i_ -.042 14 .019 7 -.005 11 .029 :: -9'15 .03 8 - 65.142 14 8 - 65.138 14 - 65.145 14 .031 i:.;;i;i;, ";;;;;;;;;i iiii ".;i:. :::.:.::,.;: :................................ ..... ..... ..................... �:: :.,.�:,:::.....,:: ,::::: :: 0 1 8 - 65.133 14 -.049 14 .019 7 -.005 11 .033 697 max 699 10 max 11 max ................. 12 max 701 703 0 1 -.063 14 .019 7 -.005 11 .035 0 1 -.071 14 .019 7 -.005 11 .036 •i1..T....::iii: :.�:�::: Gi i::: ����f5•:::: jy!::: :::TI::::<,.::::::::jM:LY.M.T�: 0 1 -.078 14 .019 7 -.005 11 .037 • - 65.121 14 :: 4-3:.::96 >» ; <; 8 - 65.084 11 8 - 65.046 11 is 93:8i8i >:. 705 707 13 max ...... ..............:.............14 max -.085 14 .019 >0. -.092 14 .019 -.005 11 <::: �::: >;ii :..:.<,.:::; :: »> iii '': >::::::ii: E. -.005 11 709 15 max 711 16 max 0 1 -.099 14 .019 7 -.005 11 .039 8 - 65.006 11 .04.:.::.::...8.. - 64.966...11.. ..:.:;...... .041 4 - 64.925 11 4.; - 64.884 11 93t618< >1 - 64.841 11 ........ ............................ - 64.798 11 .:SY- 93)479iii i.•iliiii -04.754 11 -64.71 11 »1 < $3 327 €> 2 -63.24 14 2 - 62.222 14 2 - 61.191 14 2 - 60.149 14 1x' : : >'> `?�< >�< »': »��34 i'!...:.4V•VSiiiii 0 1 -.107 14 .019 7 -.005 11 .042 713 17 max 0 1 -.114 14 .019 7 -.005 11 .044 715 717 719 max >: >1 19 maxL 20 max 0 0 -.121 14 .019 7 -.005 11 .045 - i::r! �.(. �ii'ii'.::::�; :ii:;�• },��,yii iiii ii FY:::::i!iii:-J' iiii 'ii''. -.128 14 .019 7 -.005 11 .047 Mk €flE}3: 0 1 -.135 14 .019 7 -.005 11 .048 721 M19 1 max 722- : :< >:: >''' > € : :<? `:'<: >A:; <<" 0 1 -2.404 14 -.006 11 .002 7 .055 723 ......... ............................... 725 3 max max 0 0 .............. . 14 -.006 11 .002 7 .045 14 -.006 11 .002 7 .036 727 4 max 0 1 -2.49 14 -.006 11 .002 7 .026 -2.433 -2.461 RISA -3D Version 9.0.1 [Q: \...1... \99- 136045000 - SDC 42 \Calculations \Chiller 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: to/, Envelope Member Section Forces (Continued) Member Axial[kj LC y Shear(k] L z She k LC Torquejk -ftl LC y Momen.. LC z -z Momen.. LC 729 5 max 0 1 -2.519 14 -.006 11 .002 7 .017 10 t 731 6 max 0 1 -2.548 14 -.006 11 .002 7 .008 5 - 59.094 14 >184 >?> :..........:. ;72:1 < <:x88.1..4.......1.... 5 - 58.028 14 :e 733 max 0 1 -2.577 14 -.006 11 .002 7 735 n 8 max 0 1 -2.605 14 -.006 11 .002 7 14 - 56.949 -.003 14 - 55.858 .002 14 14 5..... ...4.......83.�i'1.3.... :....:. 737 9 max 0 1 -2.634 14 -.006 11 .002 7 -.008 14 - 54.755 14 ... � .......................................... ff�li�... ........�.:.:......:�.........3 7 ......... �.............. ��3:::::..:: �:.:..::::::::: �.::::::::::., �. ii::::::..:> c::::: ::::!�:::::::��.'14a::::::t.::: 739 10 max 0 1 -2.663 14 -.006 11 .002 7 -.012 11 -53.64 14 :.: ....:.::..y:...r..:.:. ........ .::::.::::.: ::.:� ... .. .......... ..::::::: �. :.: :. .::: .::.:W.';. "..:. ;;; >::3: 688<->>- 1>;; V_:;:. r._ 02�::>:: <'�',:..: : :::: :::#�`> > ><10�:.:: 741 11 max 0 1 -2.692 14 -.006 11 .002 7 -.014 11 - 52.512 14 743 12 max 0 1 -2.721 14 -.006 11 .002 7 -.017 11 - 51.235 11 .: �44;..:;.:;;:.::;;;. :.:.:.::.:::::;.:;.: :::.;:'::;:: :;;:.:;...rOrf`t.:: �....... ..�.... , .,4: ....:1.......... 0? �........ �....:.......€ t....... 1. 0....: .11........�:.....77,�a�B..::.. 1..:. 745 13 max 0 1 -2.749 14 - .006 11 .002 7 -.02 11 - 49.939 11 :::..::....:: : .:iii:;iii %: ii::iii:::::i: ii: i::. %�::� +: % %::' 'ii::•:r::':: `:::;i % %:::..'j::!i �::i'.::i :: % -;::i% :: is :;:i :., %..........i`::i::::i:� :i:::i::::iiil:i.: . � . - :::ii::i:.i::::..�� {: i:.ii: i:i: ":.::i:::::�ii:::i..; :..i:: �: i::i:::.�...:..: :.:::... ::i- ' ".;'.::.:::......:. ....:.:Y::::::i':::::: 747 14 max 0 1 -2.778 14 -.006 11 .002 7 -.022 11 -48.63 11 :.� ;::::: ::;.:...'':.::.� - :: }.= .:;;;.: b:: :i.:gq!pi }ii' .. :iii!, :, .:.:4.y;! '.i. ';;;.i:.i'.:q; -:::::... ..0...........::.�::..:.:..�4:. 386.:;.:;- :;:.1:;:::_::. <:;:-- 0... :.... ............#�............ ... : :::: «.. .:.::::;::.;. 749 15 max 0 1 -2.807 14 -.006 11 .002 7 -.025 11 -47.31 11 i.: i : ::.i'v:i {ii %:. > }:.i::S!i:i'.ii ::::iY; w751 16 max 0 1 -2.836 14 -.006 11 .002 7 -.027 11 - 45.977 11 . g.4. $tf8 .... 1.... 753 17 max 0 1 -2.865 14 -.008 11 .002 7 -.03 11 - 44.633 11 .............. ................. : 764;;.;;:.;:.; ;::.;:;;:.;;:.;.::.:;;;;:.;;:.; ;::.;;;:.;;;::. r: 11��:..:::.;':::'.::. ;;;:•::.::.;':'i:.;:.:.;'.:':.. ,�28::::.� .:::............ ............ ................... :.... Y......::. <.. ........7 :....:.. ........�.. .. .. ...4. ' 1............, 0�3........ �............#...... ......1k� ..............1......: .....x.......6...,4......'1.... 755 18 max 0 1 -2.893 14 -.006 11 .002 7 -.033 11 - 43.276 11 ;;;:»4 • . ...........,... 23........ � ...:.........#?........:. ti.. 1A:..........< 1. 1..... ......�.......6v.��8......1.... 757 19 max 0 1 -2.922 14 -.006 11 .002 7 -.035 11 - 41.907 11 7]:i ::iiii:iii:�:: i:::..;::. is is i .' . ......'::1 >i.:>'>i`.{,;i ::.:: .::....:. T �:.. i.:. r�Y�iiiii ::ii2:ii;:iii:ii:i�:i`�:'.ii::; :1i1�<:i::•... .�.. Ky %�:: >v:: �:!� :�::::... -. 759 20 max 0 1 -2.951 14 -.006 11 .002 7 -.038 11 - 40.526 11 :....:. :.:....:..........:::..::...:.. ..... ............ .:735<::::::< 761 M20 1 max .008 14 -6.493 14 -.013 11 -.006 11 .174 2 - 40.179 14 763 .:.::..:.:::. . 2 max .008 max .008 765 »;:" . ° � ::€::::.: >�- :: >::: >: >. <. = ? >':1> :» ::;::6:::: ...........02....,2 ..... _,. t�. 3�........... .1........1..�'i3'1.......1.... :7'B6 ...... 14 -6.515 14 -.013 11 -.006 11 .16 2 - 38.125 14 14 -6.536 14 -.013 11 -.006 11 .147 2 - 36.065 14 f : <: < ><:;- 9599: < >:::;<1'<1 >:: <:- 04::::< <::2::> :::::; -:0 :.... :...... r ..: ... .:....... ........... 2�< > >: >:2.... 767 769 ............... max rai : -. max .008 14 -6.558 14 -.013 11 -.006 11 .134 2 - 33.997 14 .008 14 -6.579 14 -.013 11 -.006 11 .121 771 773 .7 775 6 2 - 31.923 14 max .008 14 -6.601 14 -.013 11 -.006 11 .107 2 - 29.842 14 max .008 14 -6.623 14 -.013 11 -.006 11 .094 777 779 max max 10 ::r010 max .008 .008 .008 14 -6.644 14 -.013 14 -6.666 14 -.013 14 -6.687 14 -.013 2 - 27.754 14 �. :......::..'022.........2 .. 11 -.006 11 .081 2 - 25.659 11 -.006 11 .068 2 - 23.558 11 -.006 11 .054 2 - 21.449 .., ..... 9..:., ... x:8....1..... . 14 14 RISA -3D Version 9.0.1 [Q: \...\... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 100 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 14)4 Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft1 LC y -y Momen... LC z -z Momen... LC 781 11 max .008 14 -6.709 14 -.013 11 -.006 11 .041 2 IOW 783 12 max .008 14 -6.731 14 -.013 11 -.006 11 .028 2 - 19.334 14 X04; - 17.212 14 . ............. ................ L27192 :1= 785 13 max .008 14 -6.752 14 -.013 11 -.006 11 .014 2 787 14 max .008 14 -6.774 14 -.013 11 -.006 11 .001 2 789 15 max .008 14 -6.795 14 -.013 11 -.006 11 -.004 11 .::....x3042.....:- �..... � #122.... 791 16 max .008 14 -6.817 14 -.013 11 -.006 11 -.008 11 :: rlr� .........<026........8......:.1 Qx7... 793 17 max .008 14 -6.839 14 -.013 11 -.006 11 -.012 11 794 795 .., 18 max .008 14 -6.86 14 -.013 11 -.006 11 -.016 1 19 max .008 14 -6.882 14 -.013 11 -.006 11 -.02 799 20 max .008 14 -6.903 14 -.013 11 -.006 11 -.024 11 - 15.083 14 - 12.948 14 - 10.805 14 -8.656 14 :?:::µ"1:3:8:'i:7 :• 1 ,}-6.5yy 14 -4.337 14 :49 - :`{.2.01:4281.67g: 16 14 6 . ............................... 801 M21 1 max .013 14 12.766 1 .032 13 .017 2 .044 12 803 .084 2 max .013 14 12.655 .032 .017 2 .038 12 i 1 805 3 max .013 14 12.545 1 .032 13 .017 2 .031 12 807 4 max .013 14 12.434 1 .032 13 .017 2 .024 12 Bi- 809 5 max .013 14 12.324 1 .032 13 .017 2 .017 12 . :..., 4 811 6 max .013 14 12.213 1 .032 13 .017 2 .011 12 813 7 max .013 14 12.103 .032 13 .017 .004 815 8 max .013 14 11.992 .032 13 .017 2 .011 5 817 9 max .013 14 11.882 .032 13 .017 2 .02 13 ........#.�.............. ............................... 1.....4231<«<f1ti2 -2.347 14 -4.747 14 -7.139 pp�� 14 -9.522 14 5'63> '1 - 11.897 14 - 14.264 14 - 16.622 14 - 18.972 14 819 10 max .013 14 11.771 1 .032 13 .017 2 .031 13 - 21.313 14 8.20 fn . _0441: 821 11 8.. 823 max .013 14 11.661 1 .032 13 .017 .041 13 .................:........ 12 max .013 14 11.55 1 .032 13 .017 .051 13 825 13 827 14 max .013 14 11.439 1 max .013 14 10.086 W 1 . 032 13 .017 .061 13 .032 13 .017 2 .072 13 829 15 max .013 14 9.975 .032 13 .017 .082 13 831 16 max .013 14 9.865 1 .032 13 .017 2 .092 13 833 17 max .013 14 9.754 1 . 032 13 .017 .102 13 - 23.646 14 - 25.971 14 - 28.287 14 578 >: :s - 30.595 14 •49 244 > €'» $:: >: -32.895 + 14 - 35.186 14 - 37.469 14 RISA -3D Version 9.0.1 [Q: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 101 .285 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 Shear k LC z Shea k LC To • ue k -ft 835 1 max .013 14 9.644 1 .032 837 1 • max .013 14 9.533 .032 miriE f >< >587:7 839 2 max .013 14 9.423 .032 841 M22 max 0 843 max 0 1 6.043 max 0 5.895 max . 0 6.19 0 .013 .013 849 max 0 1 5.601 .....................:: • max 0 853 7 max 0 855 max 5.158 1 e 857 max 859 1 max M3 1 max 1 max 865 1 max 1 max ...................... 869 1 max 871 1 ax mmax mmax m max max 0 5.011 1 4.864 1 0 0 4.569 4.422 4.277 .013 .017 .017 .017 .005 .005 a .005 .013 ::.. .013 .013 .013 06 .013 :< fl .013 .013 .... LC - Momen... LC z -zO!Momen.. LC �. 11//yyp6y� -^ i4:�!I �.142'< .112 13 - 39.743 :7:05:::: .123 13 - 42.009 .133 .017 .::....019 10 .021 - 44.267 - 42.407 - 44.152 14 X70 €74> - 45.882 .005 anitgen .005 t ><» .005 .005 .005 10 10 10 10 .005 10 2 .005 0 .00 10 a .005 .005 ... . .024 .026 .028 .031 .033... .035 048 ' .038 .046 g>. 0 .013 .005 D .051 0 ▪ 013 .005 .054 ..:021:...:: 3.902 3.7 ]. �•�/7/•}//6,!•{ Z863i>:: 3.651 3.526 M23 max argotog 0 0 .294 14 .013 . 013 .013 .013 .038 .005 .0},}/•0 5 .005 .005.... 14 14 14 ill 12 12 - 57.278 m -58.622 11 -59.952 11 - 61.266 ................ - 62.566 -63.851 11 -65.121 11 . -67.616 -1:03 .. :04.: - 68.841 -.006 14 .038 -.006 :.IJi':: !v'i4::0:.......5.......- :{!iii'... . . :::� .038 -.006 11 MaX .276 14 .114 .' jjO...• ..' .114 . .. 14 -70.094 I 1 - 70.073 RISA -3D Version 9.0.1 [Q: \. ..\...\...\Calculations \Chiller Platform 1 -2 snow.r3d] Page 102 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) 887 889 891 893 895 897 899 Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC -y Momen.. LC z -z Momen.. LC max .267 14 .038 4 -.006 max .259 14 .038 max max 5 .241 14 14 .038 .038 max .232 11 .114 14 -.006 .:-.014 • 11 .115 11 .115 -.006 -.006 -70.05 11 14 - 70.027 11 .115 11 14 - 70.003 11 14 - 69.978 14 .038 4 -.006 max 1 ax 901 902::: ............ 903 905 06. 907 908: 909 :> '412. 913 VIC 915 max tit? max 0 0 0 .223 .214 205 .188 .179 14 14 .038 .038 11 .115 -5:::i::i::!�ii'1�- � ::ii::::: -.006 1 .115 1 14 0 038 .038 .038 .038 .038 .038 :44 M24 max max TOM max max max tit 0 ...................... 0z« = >s ». 0 ........013...... .013 • .013 .013 -.006 1 11 .115 14 - 69.951 11 14 - 69.896 11 -.006 -.006 -.006 -.006 -.006 -.006 -.006 -.006 -.006 cif -.006 ti00 45V - 69.807 .001 .001 .001 .116 - 69.709 :=105:99:x: - 69.674 - 69.565 .013 .018 CIE!!! o 0 11123 >t3' >'« 929 931 982> 933 :9:34 935 937 939 max `rti€t�i max 0 0 0 -2.734 - 65.834 -2.769 .013 .013 8 .013 8 .....: 002 €' >' . ............................... max 10 max 0 1 -2.946 14 .013 .013 .001 =40'1,..... .001 .001 7 :10: 7 .013 8 .001 .029 :: .034 .04 .051 - 64.572 - 63.296 - 62.004 ......... , ` • <`:`-+-. . 2 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 Sec »40`: 941 943 945 :........:.....::::::.:. 9447 Axial (k�. .LC...y Shear[kj.... LC. z Shear[kj... Z max 0 1 -2.981 14 max 0 1 -3.017 14 %(Y[�Lfi>ii -3.052 14 .013 13 max 14 max C 949 951 1 max .................... 16 max .013 .013 LC Tor que[k -ft t LC y -y Momen... LC z -z Momen... LC 4 8 .001 8 .001 .001 7 .061 - 56.689 11 : >1C1 7 .067 8 - 55.323 11 - 1$ S >#'.. off.. ?.,. -3.087 14 -3.123 14 -3.158 14 - 7 .072 8 - 53.943 11 .013 8 .001 .013 8 .001 t .013 8 .001 7 .077 8 - 52.547 11 Iii% 7 .083 8 - 51.136 11 7 .088 8 - 49.711 11 953 17 ..........................: 955 max 0 0 18 max -3.193 14 .013 -3.229 14 .013 8 .001 .001 7 .093 8 -48.27 11 .099 8 - 46.815 11 957 19 ?zr 959 20 961 M25 1::::; >:: ...................... ......................:::::.... 963 2 max 0 max 0 max -.001 -3.264 14 .013 965 967 4 969 5 max -.001 i:::... max -.001 1 -3.299 14 .013 11 -6.992 14 .046 11 -7.018 14 .046 -18 227< .......:.... . 1.9.........4.: � <.....2 13`. `'1< 8 .001 7 8 .001 7 -.002 11 .104 8 - 45.345 11 `1• .11 8 -43.86 11 -� .06 14 - 43.396 14 11 -7.045 14 .046 -.002 11 ............... ...010 <<`2 -.002 11 T ;048x: >2 .055 14 - 41.184 14 .05 14 - 38.964 14 max -.001 max -.001 max -.001 11 -7.071 14 .046 11 -7.098 14 .046 11 -7.124 14 .046 8 -.002 8 -.002 11 .046 14 - 36.735 14 :iiiiixkl-4�liiii:;i •i:; �.. .:: A7i675:. .041 14 - 34.498 14 i1 •. %iii:, � :�ii .............. ... » 101.61;: ::::::1 <:.... 11 -7.151 14 .046 11 -7.177 14 .046 -.002 11 8 -.002 11 -.002 11 8 -.002 11 .037 14 - 32.252 14 11 -7.204 14 .046 .032 14 - 29.998 14 .027 14 - 27.736 14 .023 14 - 25.465 14 10 11 max -.001 11 -7.23 14 .046 8 -.002 1 1 .018 14 - 23.186 14 11 -7.257 14 8::; >`> >?'> G;ii: ;i: }; ::.-YVY;::' :.ii: .046 8 -.002 1 1 .013 14 - 20.899 14 12 13 max -.001 max -.001 11 -7.283 14 11 -7.31 14 .046 8 -.002 1 1 .009 14 - 18.603 14 »,.: „... .046 8 -.002 1 1 .004 14 - 16.299 14 ...6....... f 283 -.- ...1.... 987 14 max -.001 989 15 max -.001 11 -7.336 14 .046 ..........:. 11 -7.363 14 .046 11 0 14 - 13.986 14 11 .012 8 - 11.665 14 tit 991 16 max -.001 11 -7.389 14 ,046 - .002 11 .027 8 - 9.3.36 14 13.Wi IN? 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: Envelope Member Section Forces (Continued) Member Sec 993 17 max Axial[k] -.001 >ri 0 995 18 max LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC y -y Momen... LC z -z Momen.. LC 11 -7.416 14 .046 8 -.002 11 .042 8 -6.998 14 :.:; ..;........:.::: >: 8 -.002 11 .056 -.002 11 .071 -.001 11 -7.442 14 .046 Mitt 997 19 max -.001 11 -7.469 14 .046 999 20 max AWE -.001 11 -7.496 14 .046y 8 -.002 11 .086 8 .089 ... .. .11 12 15.674 1 -.001 12 .041 3 .022 .11 12 15.674 1 -.001 12 .041 3 .018 .11 12 15.674 1 -.001 12 .041 3 .015 - ''C- < .11 12 15.674 1 -.001 12 .041 3 .011 .......,.......... .....#i01...... 10::::.:.:.x.:: ............................. . .11 12 15.674 1 -.001 12 .041 3 .008 .11 12 15.674 1 -.001 12 .041 3 .004 148........13.......7.7'C?�. ......1.4..........,00 &........ v.........., 004...... ..7.0....::.:::..1;#.::..:... 1001 M26 1 max 4:9-02:: 1003 2 max - .... . 1005 3 max 1007 4 max 1t CO. i'#.. 1009 5 max Min 1011 6 max ..111.2. 14 14 .022 3 5 -3.239 14 -6.487 14 1013 7 max .11 12 15.674 tail? -.001 48 _ 1015 1##1:x;:» >. max .11 12 15.674 -.001 12 .041 3 12 .041 12 - 22.728 14 14 14 14 14 1017 max illiil .11 Mgr 12 15.674 1019 10 max 1021 11 max 1023 12 max .11 `'w 148 .11 iigg-44.#17 .11 1025 13 max .11 1027 14 max .11 -.001 12 .041 3 -.001 12 - 25.977 [� >�= X008 > < »:1•r` > » <aiQ'f > - < ><1p 2-1000 >' a`': : ::8 12 15.674 1 -.001 12 .041 3 -.002 12 - 29.225 13: <> 7 714: < >14 ::< OQB`:: >` > = > 00' > :::'1`0': :q::: >:: >:;: , .,, ;'1;691!W . 4. .........5.:..'1:. 12 15.674 1 -.001 12 .041 3 -.002 12 - 32.473 14 -.001 12 .041 3 -.003 12 - 35.721 / },may µ {y,-�.y/y�{yj V:::i<i%%.-i jjj..,17 iii :�i iii ii:- -.001 12 .041 3 -.004 12 - 38.969 Y 14 14 14 12 15.674 ....... ............. 12 15.674 12 15.674 1 :773142:'- 14 14 .:. 'L0. -.001 O O 12 .041 1029 15 max .11 12 15.674 1 -.001 12 .041 mJ.f MMOOT 3 -.004 12 ::10< 3 -.005 12 - 45.466 ......:: t327.......�.......92.373.... 14 1031 16 max .11 12 15.674 1 -.001 12 .041 3 -.005 12 - 48.714 14 1033 17 max 1035 18 max .11 12 15.674 1 -.001 .11 12 15.674 1 -.001 1037 19 max .11 12 15.674 1 -.001 1039 20 max 1041 M27 1 max .11 12 15.674 1 -.001 12 .041 .115 12 -.239 14 .001 12 .006 12 .041 12 .041 -.006 12 - 51.962 14 3AA -.007 12 -55.21 14 2.'1.7:1 : :: ::7: : :: 3 -.007 12 - 58.458 14 -.008 12 - 61.706 14 5 13 - 61.702 14 1043 2 max .115 12 -.239 14 .001 12 .006 2 .045 13 - 61.602 14 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: Envelope Member Section Forces (Continued) Member Sec Axial :...LC_ _y.Shear[k1 LC z Shear(k] LC Torgue[k -ft] LC,y -y Momen.. LC z -z Momen.. LC • 1047 4 max .115 12 -.239 14 .001 12 .006 2 .037 5 - 61.401 14 1=3 > :::x_...02....1:::. ,. ti3:< :< :?'���� ::124: <271<� :1: 1049 5 max .115 12 -.239 14 .001 12 .006 2 .032 5 -61.3 14 ..:.:.::::.:. ..:.:::........:...... 13 8 3< >`... 2:... 2 ` 1051 1053 1055 1057 .115 12 -. ................... .028 .006 ................................................................... ............................... ... ....................... - 61.199 14 2 5 ...0'98 <::<:: <> ::' :<' :> > 8 °>: ": -- 'fit: < >:- C::: < «<::13 ; <> : - 002= ';:: :; '1:4..:. __i 04«<;: >> ::: : �:..:;:.,::.: 7 max .115 12 -.239 14 .001 12 .006 2 .024 5 - 61.099 14 8 max .115 12 -.239 14 .001 12 .006 2 .019 5 -60. .:.: ..:..: ..: .: :: :: ::::::::::::: ::::::.:.::::: .::::::::: :::::::: .:::::::::: ::,..:..:...:;::: ::::;'.::'.':; ::;:::::: ::::...:.--.•;:ii::::i•:i`:i ::; ii::iii::::r'-- :':: '- ::::: :::.:;:::: � "::: < i:; ii:: i :;...:.:...:.:;.:;;:.:;::.:•:;: :i::iii::i :..; ..- :,.::'::;:::: Eii:.:..:::: :::.:..... -:: � :..-•::: ,.:: �,.;. ###. �. 5.- :::::::::. > 9 max .115 12 -.239 14 .001 12 .006 2 .015 5 - 60.898 14 • �1::,:<:»::::>: : » » » »:: >:: » »:::: »::: > <; > » ><_::: >rt�ir�€.::::.�::.098:ii >::> 1059 10 max .115 12 -.239 14 .001 12 .006 2 .011 5 - 60.797 14 j���{ iey l i::�:(�.�i� i'J.%IVr''r ' .` a :1:+11 3 � '` °:' `.'*7: :. :3::'Sr :::.. l gig : '•' .g: i [:`g$:+50.. 'C'i;? '. ;::: -:: ':.O. nL:. . 1061 11 max .115 12 -.239 14 .001 12 .006 2 .008 3 - 60.696 14 .:::: ::ii::i ::iii : :> ::> :: :;:: :: >:: >; :: :: ::.. >::;:::::: >': _ <::::;::>:: >; »:: iii:: >;:: >:::;:::;::: >'::::: »> :: ;: ;.;:.:t... .;;; ; :. ;i: ;'.:; i >;:; "::.. ' ".;:::: _;;:: _:. :...:: :•'�. ;:: > -1: ''I>''7 ' �:> :: >�> ':» {�2 > .................. .........,........I'�i)i�.: 1063 12 max .115 12 -.239 14 .001 12 .006 2 .006 8 - 60.596 14 - is .:4ii:.,:... .::: ii:: :::M;i . .' {i'li ::.: :::i:: ::ii'ry4;i :.: .:. :.. :. :..:.i: :: :(i:i ?:i '. :'.i:!!: ':::: ::i: :;ii:.i:' .::i::i:::;:!!:: !. ::- ':::::it.: ;' i . 1 .::: �: � - .. ':::i� iii: ::iii "::i::i " ":�:-�:::::::�ii '::i'::i::ii::i::..:i ::: ::i:: :_:: ;. '> �t1 64 ....:.:................... .....:...........r�ir�........, 098.;.:<.:<.:; 1. �.:..::::::.. 8. 5�.;::::.:: 1:.;:..:.: �. �D1 .1,.: <..:::€.�.:.:::::..002..:. �.:1.�.:.::::..�::::..:: :,...:1.3.:..:1.21..365.:..1.. 1065 13 max .115 12 -.239 14 .001 12 .006 2 .007 8 - 60.495 14 �# 0: 4::::>:;::' 1. 3.::.:::a.2.100��,..�,:1.<.. 1067 14 max .115 12 -.239 14 .001 12 .006 2 .007 12 - 60.394 14 :`:::19< 15 max -.239 14 .001 12 .006 2 .007 12 - 60.294 14 ..... ............................... ...................115........E �..... ................�.............. 1069 1071 16 max 1073 17 max ...................................... ............................... 4074: E�;::::><::>»>:.:: := ;: :---- ... .............►t�t�: 1075 18 max 1077 19 max 1079 20 max 10.81 M28 1 max X82..... ............................... �a 1083 2 max 1085 3 max 1087 4 max 1:088 afi:i:::;[::: ill .115 12 -.239 14 .001 i:i3i:2�ii��S�F ?f ?3 is ?:�1`:!i" `':<' i��Y. iS' 3i= iE ................,!✓��....... .115 12 -.239 14 .001 .115 12 -.239 14 .001 .115 12 -.239 14 .001 .115 12 -.239 14 .001 .105 8 -7.607 14 0 .105 8 -7.607 14 0 w071 € : : >13 .105 8 -7.807 14 0 =001113 >:`1: >_`< <- ':::.`.:,: :':<.:::: .105 8 -7.607 14 0 ............. . 1.113>..... max .105 8 -7.607 14 0 max .105 8 -7.607 14 0 .. 0�`1. - - - -- . 1 3..::1.5..::.::< :1.: :.....,.. 0! max .105 8 -7.607 14 =Q t ».::'I:. » : -1 220= >1 %= ':.:::::.1 .105 8 -7.607 14 0 max .105 8 -7.607 14 0 i'�?MM.Y.Sii :.'�::�ti: =2 .< 12 .006 2 .008 12 - 60.193 14 .... 3..........110-W<< <# ':1 .........171.1....:....1.8.`i01:10117... 12 .006 2 .008 12 - 60.093 14 < -:'> -;::: is i- ii::.:..:..:.:'::_::; i::: is�:.: �: i:.: i:: i:: i:: i:::..:..:.. i:: i:: i:::: i:.:..;;.:,;:._; ..:...:;..i..i•'::i::ii�'::i::i 12 .006 2 .009 12 - 59.992 14 <> »1P 12 .006 2 .009 12 - 59.891 14 i {:ii: 'i. 12 .006 2 .01 12 - 59.791 14 002«< f<11> < - 035 11 -.014 11 .015 13 - 59.797 14 ;1::1:8475<::1:: <: 11 -.014 11 .015 13 - 57.663 14 11 -.014 11 .014 13 - 55.529 14 '< >`'l :` - flits... 11 -.014 11 .013 13 - 53.395 14 :12: 11 -.014 11 .013 13 - 51.261 14 :i :4009.0ii 11 -.014 11 .012 13 - 49.128 14 -.014 11 .011 13 - 46.992 14 11 -.014 11 .01 13 - 44.858 14 S i;.228 ° 1 : `8 88 5 < jI 11 -.014 11 .01 13 - 42.724 14 1089 1091 4 1093 1095 8 max 1097 RISA -3D Version 9.0.1 [Q: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 106 • • 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 -ft LC - Momen... LC z -z Momen.. LC 1099 10 max .105 8 -7.607 14 0 11 -.014 11 .009 13 -40.59 i • it :... ;Q71 »1:5::229::. 1101 11 max .105 8 -7.607 14 0 11 -.014 11 .008 13 - 38.456 1103 12 max .105 8 -7.607 14 0 11 -.014 11 .008 13 - 36.322 1105 13 max .105 -7.607 14 0 tr 11 -.014! 11 .007 14 - 34.188 :; %Z;:ii: ii i ~ %TrY::' i% iii ::i:2::i::" iii) -Y :.l^iiii:: •i:S i:::: iiil4 I. 1107 14 max .105 8 -7.607 14 0 11 -.014 11 .006 14 - 32.054 14 14 14 14 14 629:381- 1109 15 max .105 8 -7.607 14 0 11 -.014 11 .006 14 -29.92 14 .................. • 16 max .105 8 -7.607 14 0 11 -.014 11 .005 14 - 27.786 1113 17 max .105 Igg I !.4�:::�;`•::::n �i:::li ::..Y:I W': i:.::i ?i� .iVY�iii -7.607 14 0 11 -.014 11 .005 14 - 25.652 14 14 t <1k 1115 18 19 20 M29 1 2 3 4 max .105 8 -7:607 14 0 max .105 8 -7.607 14 0 11 -.014 11 .004 14 - 23.518 11 -.014 11 .003 14 - 21.384 14 229".:... <-41 max .105 8 -7.607 14 0 11 -.014 11 .003 14 -19.25 14 14 max .133 8 -15.94 14 -.002 14 -.012 11 .036 4 -19.26 14 max .133 8 -15.94 14 -.002 14 -.012 11 .032 4 - 14.226 • _14 max .133 8 -15.94 14 -.002 14 -.012 11 .028 -9.193 14 .............�..{....r.�..�.. ..... ............................... ...................... max .133 8 -15.94 14 -.002 14 -.012 11 .024 8 -3.735 11 1129 5 max .133 -15.94 14 -.002 14 -.012 11 .02 ...4...: 3 2.381 1131 6 max .133 -15.94 14 -.002 14 -.012 11 .016 3 12.006 l..'<5 $ 1133 7 max .133 8 -15.94 14 -.002 14 -.012 11 .012 8 21.924 *kit �:!::4:: >:::; :•::.1021#::: >�::: ;<�': 1135 8 max .133 8 -15.94 14 -.002 14 -.012 11 .009 31.858 1137 9 max .133 8 -15.94 14 -.002 14 -.012 11 .005 12 41.81 1139 10 max .133 8 -15.94 14 -.002 14 -.012 11 .001 12 51.779 1141 11 max .133 :.: . 1_. 8 -15.94 14 -.002 r 14 -.012 11 -.002 12 61.764 4 %}r • :: 1St %Qai e:s >: MOVE 2ESE 7 1143 12 max .133 8 -15.94 14 -.002 14 -.012 11 -.006 12 71.767 1145 13 max .133 8 -15.94 14 -.002 :: j�ii:: isi::.»l i��:[: �::::::::: : ?::I✓..:�i:::i::tl��:.:I.ii:�i i 14 -.012 11 -.009 11 81.787 1147 14 .. .ilfi...... r. _ii 1..4..... max .133 -15.94 14 -.002 14 -.012 11 -.01 14 91.823 1149 15 max .133 MAOT -15.9�j4�j 14 -.002 14 -.012 ,11 -.01 14 101.877 ::i::f- �•.Y.22M 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 1 max A�dal k .133 m .133 LC Shea k LC z Shea k LC Tor• ue k -ft LC - Momen.. LC z -z Momen.. LC -.002 -.012 11 -.012 -.002 -.012 11 -.012 ® m max .133 1159 2 .......... max .133 1161 M30 max .044 1163 max :. .044 4 :028:` -.002 -.012 ® :. -.002 -.012 11 -.013 1 .003 .089 68 1 .003 10 .081 -.013 14.395 14.395 .03 13 .003 .03 13 .03 13 .003 .073 12 - 5.93$8 ' .065 12 -8.913 .057 12 - 11.887 :2 :: 4>> :: 4122 3..:: .049 12 - 14.862 .03 13 .003 10 .041 12 -17.836 .. ..}xryy[.. }i _h4 'IN �fY}:::.:4'.'r. ..:. 12 14.395 .03 13 .003 10 .033 12 - 20.811 max ::.::... ......................:::. ............. .044 :: 14.395 1 .03 .003 1 .025 .::: 1178:.; ...... . ...:.. 0�. �> � ..03:7 �< .:.#38a�'€ 1179 1 .044 14.395 1 .03 .003 1 .017 >iE •a07 >:.;::;;> .. ;71 4:::::- » ::14:: » :: - :.018> : ° : >< ::4 0:37:: >a: = : :::::::ga-0.42 1181 1 max .044 14.395 1 .03 13 .003 10 .009 _.. ....... 0I' »r. "0 :.: ?..r . ' %1i .. ......i0i a7..i!i'�: ° ii ,/iO. :: ,:.:ii:: :0Yw. ..:l�i : � .: :.i��:(.iiiii: .....:..V�i: is 1 max 044 14.395 1111 .003 1 .001 1 } � i:iV. <.':�•.. �:: iiiii% : ; }yy���� :.s ::.� �'i i:• :.:Y'iii::i O O 044 14.395 .003 1 -.005 .8 1 1 14.395 .03 .003 1 .008 13 - 38.658 1189 1 max .044 14.395 1 1 max .044 X07:::::::: .044 14.395 14.395 70 >. m .044 12 14.395 19 m .044 12 14.395 .03 1 3 . 0 0 3 1 0 .02 .03 91 3 13 13 .003 i0 1 .044 14.395 • 1 M31;:...... .003.:.. - .131... 0 12 11112°023' .003 -.131 1 ....:......... .003 .003 .003 .003 - 0 7 <:>' ::..:.002 .:.... i0 - 41.633 - 44.607 "..46 6 - 47.582 14 14 -50.556 - 53tY.5 }��3{ 1 14 -56.50 _56 5 .50 5 14 1 14 .002 11 - 56.437 14 41134:: RISA -3D Version 9.0.1 [Q: \...\... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 108 • 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] 1205 3 max .003 12 -.131 11 0 1200 1111111.11111111111101111111::.3::::::u::::: ....:.... . 706 : 0 2:> 1207 4 max .003 12 -.131 11 0 5 max .003 1211 ax .003 ............ ....... ...............,���yyJJ............ ':.:.,- +O1 12 -.131 11 LC Torque[k -ft 12 .002 12 .002 ..:� .::..:.1707.` -:. 12 .002 ..................• .....'.fr.'..... • 12 .002 LC -y Momen.. LC z -z Momen.. LC 11 .016 4 - 56.373 14 :.........: �02........'i3 ...'I..'�..4...537...,1....: 11 .016 4 - 56.309 14 -> - 11 .015 4 - 56.244 14 11 .015 : +:f1!.:l•M> }:i::i:::i:i:4 }iii: A:, A,t.h :•i:::: :a..KX:::i:: %:viii »:ii >z :! :.,€w.:::ii: .: ?: :'•ii ?::. » »; ;+.Y.^Y.f»:i: 1213 7 max .003 12 -.131 11 0 1215 8 max .003 12 -.131 11 0 1217 9 max .003 12 -.131 11 0 12 .002 0:4400 12 .002 11 » O07 12 .002 11 > » >- 7 1219 ............ 1221 1 1223 X224:. 1225 1220 1227 max max max rfl max <r in max oas...........:::. .003 .003 .003 12 12 -.131 -.131 .002 .002 .002 -56.18 1 >a 6 - 56.116 348::: - 56.052 :::1:1.3 +051.. - 55.987 _.. »1 14 14 1 -55�1 �.j859 ::4121:1 6: - 55.795 002 .003 .002 -55.73 - 55.666 MEM - 55.602 14 1235 1237 max ;Min :: max max r>iir max max 1247 4 1 1249 5 1251 ..............................6 1111 1253 1255 25 1257 .003 .035 .035 max .035 max .035 thin ::::::::..04�.: >> max .035 n - .. _, -043 ............................. .035 .035 -.131 ..-701111 -.131 -.131 11 -6.934 :...::14` `.. -6.934 14 -6.934 14 -6.934 14 :�=�'•4rif.:f.:.�� 1111... -6.934 14 -6.934 14 -6.934 0 .019 .019 .019 .002 .049 .049 .012 .......011 1111 .011 .. ika 4: %: .016 .016 .015 - 55.409 - 1 >10=019 - 55.345 12 14 1111... -- .019 4 .049 L., 2 :::::::::.::�j aj ............:..... .019 4 .049 2 114 .019 4 .049 2 - 51.398 -49.452 -47.507 }H�Vi��l11i.'ii -45.562 489:754;;; Mar >s 9 max .035 12 -6.934 .011. 1. 18671.....'1.... .019 4 .049 2 .014 13 - 39.726 1 RISA -3D Version 9.0.1 [Q: \...\... \... \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 109 • • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: ia/fi, Envelope Member Section Forces (Continued) Member Sec 1259 10 1261 11 1263 12 1265 13 Axis jkJ LC y Shear[k] LC z Shearjk] 12 -6.934 14 .019 4 12 -6.934 14 .019 4 12 -6.934 14 .019 :::141g44.0 12 -6.934 14 .019 12 -6.934 14 .019 4 12 -6.934 14 .019 4 max .035 max .035 rnrti > 643 €: max .035 = ' 3 max .035 1267 14 1269 15 1271 16 max .035 max .035 LC Torgue[k -ft1 LC -y Momen... LC z -z Momen... LC :::} ::: 3::: > : »: - }... >'r - 2> ::< >'13<1:�::::<: ::::.1.1!............9........ `t�.. .049 2 .014 5 - 37.781 14 98. .049 2 .016 - 35.835 14 .049 2 ... .018 5 -33.89 14 .049 2 .022 2 .049 2 .026 2 :466;0$6» - 31.945 - : 6:.1...5... - 29.999 14 14 .049 2 .03 2 - 28.054 14 54:2:1 .• 1273 17 max .035 max .035 12 -6.934 14 .019 4 12 -6.934 14 .019 1275 18 1276 ....: 1277 19 1€2'78 1279 20 max .035 max .035 max .035 1281 M33 1 1283 2 1285 3 1287 4 max .06 407 max .06 .yyy� max .06 max .06 12 -6.934 14 .019 12 -6.934 14 .019 4 .1.........4 . 5~ ...1... ...0......x.4. 12 -6.934 14 .019 8 :....- 14.858 14 .......007......... 14 AZ - 14.858 14 .007 14 8 - 14.858 14 .007 14 8 - 14.858 14 .007 14 .049 2 .034 .049 2 .039 . 049 2 .044 .049 2 .05 .049 2 .055 .028 1 0 3y,2�yjy : _ ••.2ii::! .::::...............:. .............:................. . 028 1 -.002 0 y/{ iii ✓' .028 1 -.005 .028 1 -.007 2 - 26.109 14 4 - 24.164 -4.6.320 - 22.218 14 14 4 - 20.273 14 12 12 -18.328 15:: -18.339 •4'�9 - 13.647 AL:iA%75 14 14 14 12 -8.77 11 12 -3.877 11 1291 6 max .06 ......: l;0;' .:.::.........::. max .06 - 14.858 14 .007 14 8 - 14.858 14 .007 14 .028 1 -.007 .028 1 -.008 11 11 2.31 11.46 1293 1295 8 max .06 ........................ min'::::: 0i max .06 8 - 14.858 14 .007 14 :.;:...... . ::14< -� 29 .. 5 ....1...........ti07......�.2. 8 - 14.858 14 .007 14 196:'; 1297 wa :14', .028 1 -.008 1'1 :'::::':::.:..023:'. :' :: .028 1 -.009 'a51 >' < 1 :1:12 X022 < "' >': 11 20.651 1 11 29.842 1 1299 max 6 8 - 14.858 14 .007 14 `1 < 29::11#5::::: 1'<<<: 5 •:42< .028 1 -.008 14 1 10 max .06 8 - 14.858 14 .007 14 .028 1 -.005 14 48.224 1 1301 11 max .06 1303 12 max .06 1305 13 max .06 8 - 14.858 14 .007 8 - 14.858 14 .007 :.. .. .....:. ..- ...�...- .......101.:::::.. v 8 - 14.858 14 .007 14 .028 1 -.003 14 .028 1 0 l 14 .028 1 .002 14 14 14 57.415 :2566s >` 66.606 1 ;1a 1 33-272 >?. 75.797 1307 14 1309 15 max .06 8 -14.858 14 .007 14 i# .Mg402Z max .06 8 - 14.858 14 .007 14 .028 1 .004 .028 1 .008 14 84.988 <:4.2 : >:.::1e 1 14 94.178 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 Mial[k] LC y Shear[k] LC z Shear[k] 1311 16 max .06 8 - 14.858 14 .007 LC Torque[k -ftl LC y -y Momen... LC z -z Momen.. LC 103.369 1 14 .028 1 .008 14 14 1313 17 max .06 8 - 14.858 14 .007 14 .028 1 .011 14 112.56 1315 18 max .06 8 - 14.858 14 .007 14 .028 1 .013 14 -211 1317 19 max .06 - 14.858 14 .007 14 .028 .015 14 is •iiiii:•i.♦e•.��. ::' iii..:: • %:. •. ey.�� •• ::': 1319 20 max .06 8 - 14.858 14 .007 14 .028 1 .017 14 . :.....007..... 1321 M34 1 max 4.158 3 -.05 10 3.353 5 .106 3 -2.819 12 1323 2 max 4.158 3 -.05 10 3.353 .106 3 -2.671 12 1325 3 max 4.158 <<1>0: 3 ...:::.1.'1:1'1 < >> '>' > €811 .63 -.05 10 3.353 3'2 5 .106 3 -2.523 12 0 14 .006 11 2 1327 4 max 4.158 $48 3 -.05 10 3.353 5 .106 3 -2.376 12 1! EflOSE 5 1329 5 max 4.158 3 -.05 10 3.353 5 .106 3 -2.228 12 .016 3 >1 .8th "`' ...Ef: .028 3 Inirt 1331 6 1:332 max 4.158 2 848:::. 1333 max 4.158 mi » "2 8 -.05 10 3.353 -.05 10 3.353 .106 3 -2.08 12 l:•'v 5 .106 -1.933 AM: .04 3 1335 8 max 4.158 3 -.05 10 3.353 5 .106 3 -1.785 12 .063 1337 9 max 4.158 3 -.05 10 3.353 5 .106 3 -1.637 12 rr> 1 >« 2 1339 10 max 4.158 3 -.05 10 3.353 5 .106 3 -1.49 12 1341 11 max 4.158 -.05 10 3.353 .106 -1.342 12 ......................... .075 3 .087 : 3 .098 3 1343 12 max 4.158 3 -.05 10 3.353 .106 -1.194 12 1345 13 max 4.158 3 -.05 r 10 3.353 .106 3 -1.047 12 H:42 ice. 1347 14 max 4.158 3 -.05 10 3.353 5 .106 3 -.899 12 I[3:::::i <:<ii RA 4:1 1349 15 max 4.158 3 -.05 10 3.353 5 .106 3 -.751 12 1351 16 max 4.158 1.. ."' -.05 10 3.353 .106 -.604 12 1353 17 max 4.158 3 -.05 10 3.353 .j�� ,(mow °:.t.:;.i:;i;:.:;;.•:::; 1355 18 max 4.158 3 -.05 10 3.353 1357 19 max 4.158 3 -.05 10 3.353 1=- 1359 20 max 4.158 1 ' .1 :1.1 .. : :.,. 5 .106 3 -.456 5 .106 -.308 5 .106 3 -.161 12 12 12 :5. -.05 10 3.353 .106 3 -.009 10 !ii!y:!: . ##:.,,.{{ii.:i: %.:., iii. i %.:i.•j,4AA:f.��t<!% 1361 M35 max 3.083 7 -.906 10 -1.352 14 .349 12 6.756 4 1363 2 max 3.083 7 -.906 10 -1.352 14 .349 12 6.401 4 .11 .122 .134 .145 3 .157 .18 =1133 < 1 >0 .192 3 .204 -.006 10 7 .103 RISA -3D Version 9.0.1 [Q: \... \...1... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 111 • 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 2= 3.083 �29:> 2'.2 3� LC z Shea k LC Tor•ue k -ft LC - Momen.. LC z -z Momen... LC 1367 4 max .......:.................. ` €:2:29 max 3.083..... s max 3.083 max 3.083 3.083 37 1377 47:: 1379 1381 11 max 3.083 12 max 3.083 <232J: ------- - - - - -- ------ 3.083 -.906 '' ' -.906 -.906 -.906 MA :t78 -.906 -'. -.906 • 349 6.047 .216 «,697;::;::; < 2 388<: < :<:> :1;85::: '< a -1.352 14 .349 12 5.692 .33 10 -1.352 14 .349 12 5.337 - 1.352 .349 4.982 -1.352 .349 4.628 -1.352 .349 4.273 .��.. i %r'ii: i0 -1.352 14 10 -.906 -.906 10 -1.352 m 3.083 -.906 10 -1.352 14 e - -1.352 m -1.352 .349 -1.352 .349 .349 .::::::. ........::.: .349 .557 .67 .784 7 NAyA2 P .897 7 12 3.563 Q 1.01. 7 3.209 1.124 2.854 1.237 t 1391 16 1393 17 max -.906 10 -1.352 ' < '> -.906 10 -1.352 .349 -.906 10 -1.352 14 .349 '67 3 .34.9 7 12 2.499 2.144 p 1.464 '' 1.79 1.578 1.435 1.691 ▪ :536 > ' >: ` <1: 425> 1.08 1.805 1395 1397 i max 3.083 max 3.083 ...................... • • 3.083 ...................... + a € €:'2329::€ 1401 M36 1 max 2.801 a 1403 1405 1400 1407 4408: 1409 ............................... Ufa 1411 1413 1415 max miff max 2.801 -.906 -.906 -1.352 - 1.352 .349 349 1.351 3' .725 • II .03 2.145 ::::::::::416.97:::::f.::::',.:43 3 : a .066 7 - 2.78...... .01......... 2.801 2.801 2.801 2.801 8 max 2.801 2.801 =< 52 -.013 ='052 -.013 .066 .066 .066 .066 .. .......... .066 .066 ::.::.066' ... -2.635 7 7 7 -2.489 -2.343 - 2.197 -2.051 3: RISA -3D Version 9.0.1 [Q : \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 112 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 214, 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 .066 7 -1.613 12 .053 7 .066 7 -1.467 12 .059 7 .066 7 -1.321 12 .064 7 1417 9 max 2.801 3 -.013 10 3.272 5 1419 10 max 2.801 3 -.013 10 3.272 5 4420...... :Miff :< 23 1421 11 max 2.801 3 -.013 10 3.272 5 4 1423 1 max 2.801 -.013 10 3.272 >< >1 9» >7g....,367<..... 2> 1425 13 max 2.801 3 -.013 10 3.272 5 142: 1427 14 max 2.801 3 -.013 10 3.272 5 426 �:. .. . 2 3 ": ' 0:E 1429 15 max 2.801 3 -.013 10 3.272 5 :4 1431 1 max 2.801 -.013 10 3.272 -.013 10 3.272 5 F'- T- T':::_ :is:::.:::.:i::j::jy.:::)ii:` <• • ::; .:::i:.'-::�:; ::I.Fi ii:: {:�F:' F:!'' it:C:'::::i::::yi:i:i:�ii: ;i: <: 44 33 <<..............t?�`'. ... . 1433 17 max 2.801 3 1435 18 max 2.801 3 -.013 10 3.272 5 ' �4��� ....... .........:..................... _ :....�iit;f.......2.233:..::..1 i�:........ 10.524. .:.7.:...:..1.,. 1437 19 max 2.801 3 -.013 10 3.272 5 .066 7 -1.175 12 .07 0 .066 7 -1.029 12 .075 .066 7 -.883 12 .081 7 .066 I7 -.737 12 .086 7 7 -.591 12 .092 .066 ........................................... ............................... .066 7 -.445 12 .097 7 t�. .066 7 -.299 12 .103 7 ......:i�i'i::i �:t'�:- fil.�: {� },!!i��V�.:iS!.:i i<.�iv: v }:! <.:i�.3•�::w:. ::�:�i'. .066 7 -.153 12 .108 7 ........ . 066 ...................... 0......... ....6..........114.........7... 1439 20 max 2.801 -.013 10 3.272 1441 M37 max 4.151 -1.007 10 -1.314 14 1443 2 Amax 4.151 3 -1.007 10 -1.314 14 1445 3 max 4.151 3 -1.007 10 -1.314 14 1447 4 max 4.151 3 -1.007 ��;�,{{{{� :5::'s'iyy�..: •ii1!•i ' iii::::.1Y.i3�i.;i : 10 -1.314 14 .363 .363 .363 .363 ........................ 1449 max 4.151 -1.007 -1.314 14 tit WgZellaM 1451 6 max 4.151 3 -1.007 10 -1.314 14 1453 7 max 4.151 1455 1457 3 -1.007 10 -1.314 14 ... ............................... 8 max 4.151 4.151 4.$ >' `> < ......... `.... :.. !j ' : :.2', 3 -1.007 10 -1.314 14 -1.007 10 -1.314 14 12 6.629 4 -.01 10 12 8.28 4 .115 3 12 5.932 4 .254 3 ............................................... .....:......................... 12 5.583 4 .394 3 .363 12 5.235 4 .533 3 621::<::: .363 12 4.887 4 .673 3 > : 629:::;;:: >1:3 >::::<: >:;1«899:;::; .363 12 4.538 .363 12 4.19 E.' 1459 10 max 4.151 3 -1.007 10 -1.314 14 1461' P21$181g 141501354:4: 11 max 4.151 3 -1.007 10 -1.314 14 ` 1463 12 max 4.151 3 -1.007 10 -1.314 14 ........... .............................. 1465 13 max 4.151 -1.007 10 -1.314 14 .363 12 3.493 4 1.231 3 /:'•: ::fY�Yi:ii ::.. Y.. �A3.1..Y::'i::�i:�:: •i�:� ".� ^'4���:� %ri!� jii K:.: .363 12 3.145 4 1.37 3 .363 12 2.796 4 1.51 3 29•.': yAi:i:. < :- :�:<{[i; :: i »: :< :{�Af.4� ::ii::. 1 a` 0; :.;;::. :..�. V:: ;::. �: �: iil41K;: i:.:::i:F,�:::: >:v:::i� iif:���ii:: �Y:: .363 12 2.448 4 1.65 :029 15: 13 >'` » Ot > �>'.'t:'` > <1 ��6 4 1.789 1467 14 max 4.151 3 -1.007 10 -1.314 14 wANIM ..:3,.31........ .363 12 2.1 -: 629': >::. <1:3 >:.:«« << }:7. a 1469 15 max 4.151 3 -1.007 10 -1.314 14 .363 12 1.751 1.929 RISA -3D Version 9.0.1 [Q :\... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 113 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 1471 16 max ...:........ 4472:. #i# 1473 17 max AxialFl1 LC y Shear[k] LC z Sheartki LC Torquelk -ft] LC y-y Momen... LC z -z Momen.. LC 4.151 3 -1.007 10 -1.314 14 .363 12 1.403 4 2.068 3 .'�4:::::: >:<:<1;�€�::: >::' -1.007 10 -1.314 14 .363 12 1.055 4 2.208 3 • -1.007 10 -1.314 14 .363 12 .706 4 2.347 3 -1.314 14 .363 12 .358 4 2.487 nil > 1475 18 max 4.151 3 1477 19 max 4.151 3 -1.007 -1.007 10 -1.314 14 .363 12 .027 12 2.626 3 .171 10 1.314 14 .169 14 2.562 12 -.132 10 �4s� ..................:..:....- - -- ,- ....... min .....3.483........G:..._...... �6�....._:....._......it2 ....: �:......_. ��. :....::.� ::.. ::.:� �........� ... . 1483 2 max 4.215 11 .171 10 1.314 14 .169 14 2.427 12 -.15 10 A>' te' 1485 3 max 4.215 11 .171 10 1.314 14 .169 14 2.291 12 -.104 11 4.215 11 .171 10 1.314 14 .169 14 2.156 12 -.039 11 :m4 4.215 : «<�� <:<.:::1.�64: 6 4.215 11 .171 10 1.314 14 .169 14 2.021 12 .026 11 1479 1481 M38 20 max 1 max 1487 4 max 1489 5 max 49 1491 4.151 3 4.215 11 i:::i:iiiiiii:.;:.i:.;:..;i :.;; iii:.;:.; i;;;:': i�:;;;;;....;>;';".:.::.; �.:.:::.....- :.:.::...:.... :..� :.:.:•:'.;; :�;::::� ?t�': >�..:..:;' ::: >:: >» :� �'t::tt<::t<t;;.:.... : . .............................. : .....................::::::::: ...:.....::.....:.:.:..:.:..... max 4.215 11 .171 10 1.314 14 .169 14 1.886 12 .093 :.i.. .. iiiii iii ;:•i :iiii:.iii '.:i:? :.:::i::: jij ::if: :;.` :: :' �:: .:i::::. :;: ... .:' :::: . .:...: _::..;;;::: :: 4th+ �::;«.::::< 1�:;;::::<::::: >� >.{��7:::::<: >::�:;::: >; -1::2 .......4. ...... 08.- �:<::t::: ::t;8:<::::<;;:.:::.: F7:::<:::'<::t;4.:.:::::..: ... max 4.215 11 .171 10 1.314 14 .169 14 1.751 12 .162 7 pq .::'ii•- t� •. :i:•r.'C i ('� ?i: ::i :�iSJV::;:itii i:iii'' ..:: .::. ,. 0}1!:::.: •.iiGi:i i:: %ii::::;: `.�`.a3:iii:: `iiiQ:::`i : i:ii; ::;ir�,.�j{�- ::.: :.`:�4:.: .r::::.....ry.... 4.215 11 .171 10 1.314 14 .169 14 1.616 12 .231 7 1493 7 • 1495 max 5iiii: ��� ^5::. i }ipYY$i `iiiy:~:1�.F..:.:.'i:::�:.: �:•::':-::........�.:........ M:.:.....:.IY!Y l!.:..:....�:......... �. ��:'' ;:.` ::�:4�:i t'iYM. .... 1497 9 max 148 1499 10 max 4.215 11 .171 10 1.314 14 .169 14 1.481 12 .301 7 4.215 11 .171 10 1.314 14 .169 14 1.346 12 .37 7 ...........: :::::::::::...:::::............ ..887`. » >; ; i'E` "3 >4g3 » ».<6 << <i :�:`. ::1A234:a:'12< ��085'``� >8`< 1501 11 max 4.215 11 .171 10 1.314 14 .169 14 1.21 12 .439 24� ><? '4�. »` >�-34>�'<< >; :p 1503 12 max 4.215 11 .171 10 1.314 14 .169 14 1.075 12 .508 1 .171 10 1.314 14 .169 14 .94 12 .578 7 '968.. ' 1'4 '... :. 347.....:..1 t . 1 .171 10 1.314 14 .169 14 .805 12 .647 7 ..887: >,< >' -1:2 i 9 :: >�€:: :.. ,3::::::: 'S 2`� �D .5 1'' ..6� 385`- ' > >'' >1E�` 13 max 4.215 11 • 1507 14 max 4.215 11 1509 1 max 4.215 11 1511 16 max 4.215 11 .171 10 1.314 14 .169 14 .67 12 .716 7 .171 10 1.314 14 .169 14 .535 12 .786 ` �: �...... T�#... 3.....,... 6:':::<»- 56:»::::>:: �. �' �::::....... 2:' �::..... 2>: �Q�S ' ><`6 > >::� >S5�►'«- `'€`�'?� =r 1513 1 1515 max 4.215 11 .171 10 1.314 14 .169 14 .4 12 .855 7 0' 4.215 11 .171 10 1.314 14 .169 14 .265 12 .924 7 3'.4#33; ::':; .171 10 1.314 14 .169 14 .129 12 .993 7 :.�. �. .::iii�::::;'i'�'•,.(( yyy��� - .1µ�i�.}� ,j�[[ .�:. :.._::.f/ -i }: v: i. s�. i'�- i'r',: ••i:�:�:::. ..: ��' ilil ii�. �' ".: �i :-.:1i:.::::��.:i�••.::4�T::: � :4Wi /' "'.. . . :. 18 max • 1517 19 max 1519 20 max 1521 M39 1 max 45- .171 10 1.314 1.4 .169 �> »�� 14 0 14 1.063 7 = « > > "' �, "2'> >::::::. .367 6 1.033 14 .363 12 2.146 8 .07 6 RISA -3D Version 9.0.1 [Q: \... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 114 1.033 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: c�� • 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 max 3.386 11 .367 Yi::iyi:;i 1.033 14 .363 12 2.034 8:: >: 1 :3 .088 1i 1525 1:526 :............... 3 max 3.386 11 .367 1.033 14 .363 12 1.921 .149 11 1527 max 3.386 11 .367 1.033 14 .363 12 1.808 .252 11 1529 5 m oggfiggf- 3.386 11 .367 1.033 14 .363 12 1.695 .356. 11 1531 max 3.386 11 .367 6 1.033 14 .363 12 1.582 .459 11 12 1533 2 676; <:i :::6 ;:::; :i1Z.b7!w::::: :::<1 :1:: <: %'- 1=.072 ?i 359........13. ....'.^.1..51.8.. max 3.386 11 .367 1.033 14 .363 12 1.47 .563 11 184 1535 max 3.386 11 .367 1.033 14 .363 4 max 1 m 11 11 14 .363 ........................ .363 12 1.357 1.244 1.131 .666 11 .769 .873 1 3.386 6:76'< 11 .367 1.033 .363 1.018 .976 t 1 3.386 11 .367 1.033 14 .363 .906 1.08 11 1545 3.386 1 1 1 m m 17 max 1 m 3.386 3.386 11 1.033 1.183 .367 1.033 14 .363 8 1.286 Aaz 1.39 .367 1.033 14 .363 .367 1.033 14 .363 .567 ittk .454 11 11 1.493 1.597 11 11 1.033 14 .363 14.363 12 .342 .229 ill 1.7 11 11 m 3.386 iW .367 1.033 14 .363 III12 .116 11 - .359« „, ...... MlMIV.:J. m 3.386 11 .367 1.033 14 .363 .006 1.907 11 :Arr:» M40 4.341 i1• 10134 .... :........................ tee 11 .537 1.383 1.383 11 11 11 .537 ...............�.i..! .537 digAtIP .537 .187 2.557 -.05 10 0$ .187 2.422 -.106 1.383 .187 2.287 -.066 11 1.383 .187 2.152 -.014 11 1.383 ,s14.1281:;:- .187 2.017 .037 11 1571 1573 max 4.341 1 1 .537 max 4.341 11 .537 1.383 13 .187 5 1.882 12 .089 11 -1 $4:: >:: X12:; :;;,,.:::x}28 % »'::< :1. :: > <: ;'. 1.383 13 .187 5 1.748 12 .141 11 >` 1575 8 max 4.341 11 .537 6 1.383 13 .187 5 1.613 12 .193 11 RISA -3D Version 9.0.1 [Q: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 115 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec ..:..... :. _A ial[kJ LC y Sheay ..j :.:. LC z Shearkj LC T.o...:.r..que[k .-; .f>.;t.;.] :. ; . .<.. LC ,X..;y Momen .. . `LC � z i.-;z M 4o: 6 m�en.. :.LC X57 . :: ::.::: .: : : : :.01 0 ;.:.._: 32$C::::6.:::; >; -41 2 2 X28:12 .;.;4: 4 4 ; ii.,; ; :.e'. : 1577 9 max 4.341 11 .537 6 1.383 13 .187 5 1.478 12 .245 11 ' �5: �:.::.;:::>::;:.>:::::: i::::.::: : >::::::::: >::: >:: >:: >::: >; >::» ::: :.: :.;; :. 5i < :.: . ::..:::::..4. <' =�: '1�1..... :.. � 2 '1,.....1.2:.:. :... €k2 - .::......:1.2::.:::::.:1.. 6R' - ' 03... . 8 ............. ,.................:.......,.... mt�.......3..........6... 9 ........ 8........ i . 8...... .. ... 5 _ 1579 10 max 4.341 11 .537 6 1.383 13 .187 5 1.343 12 .296 11 777.7 :; {, *- :4,:.:7777:::.':::.::... :,.. 77..77; {.;:.:.: ; :;.:;.: :.. ; .;< » :;;;; >; '. ' ; ;< >< : :35'< � :8> < >���€92 >� <<<11� :w1�28't<�2> >< ><�t?28 < > <<12< .....1 #%7<> 13 ».... 8. ... 1.58€1; .:.::...:.. t; 8:........: .............................:............................................... ........................... :: ........ . 1581 11 max 4.341 11 .537 6 1.383 13 .187 5 1.208 12 .348 11 .. ,,. :. : :.: 7..777. 7777. :: ::•:::::::.:.::..r: •:: ,:;: ..;: .: .: . :;,. { :.: . :.;.;. :<: ..:::.::: :; : :; % :i'.;; % ?<;?«; :, :;•, :. : :< : : ii %ii•: :., :•: %7777 ,i. :< :. : : : >. :' : >• >•• : : :« :: < : : %•.: •'.::; ."'3.: {...;-- ..7.777; : : : > :: ; ,.. :.; >: ria : : : : : %<.3 :.: 5 << «> .:: ; > :;;-- X92 > :><? : :1< <; ..... i :.26�t....... . :'#128..,...1.2 :: = :::::1 >3 :. :2 > < > :. > 13:> ::_ .$ : :: > 7777 1- :' :::»: < : : : : :.;; > : : :; : > < : > :< : : : > : : : > :> : < : : >; : : » : : »> ::: .;;7777::..'.. � = - - .... :.� ........... .... ............................. 1583 12 max 4.341 11 .537 6 1.383 13 .187 5 1.073 12 .4 11 x . .;: ;,., ..,.,.. :..._ : :: .: :i :: . :' :: ; ; :' :>.1 . •...i ; :;.ii :;' ........ 81. :; :> . :1; : : : : : >; : : :. 028.. ..... :12 : :.; :; : : :1.1 :66 : : : : : :.' 3 : : : : : :- 67 1585 1587 1688 1589 1591 13 max 4.341 11 .537 6 1.383 14 max 4.341 11 .537 6 1.383 Agri: . :i : {. 32135 6 1 ..:... , :.. 7..777:. . ...; ?;.; .:. 13 .187 5 .938 12 .452 11 { { : :• :: .. • is •::ii:::. ;ii ii i:. ii ii:•ii'•'•ii: . -•i::: v: . : : :.M�. i•. .. 7777: ::. ... .: 7777: y.: .. .7777::: : : : : :� .iii 13 .187 5 .804 12 .503 11 7777.... : .............. ..... 1.383 MAMIE 1.383 m 4.341 11 .537 1.383 '' ' :. ; : : : :; :3.285 : :<; < • 777;7 - .492 : : : : : :: : :< : >-- 11.28'1 :«< :; 4.341 .537 1.383 Fthiff ......};.�,(.,../.�.(:�i.I{.�:,....... . : :. :.....�yy./.yy.... :.. ........7..1.'l.�....777.::. ............... ... !::Y'. "' ' '' ?'!.: • ' : :% >49.2: : {: '' :: :1''' ' ' .537 1.383 .................... 1.383 : : : .............. 7777. 10 1.061 1.061 - i�4: >> 19 m M41 max 4.341 11 .53.7 : : :T: >�$> s 7777::: ,4'�Z> ./3..35,;yy•y; .043 3.35 11 .043 "'- .10P. : : : :..F95....... 7.777 3.35 11 .043 10 1.061 .187 .187 .555 .y/1�'8i�7�y .399 .1 yy8�(y}�7 .2��1yy6i1.4y .. %1028.! % %ii`:: •- 29.2 : : % : :' : : :, .129 12 .762 1.987 .049 .814 " ": .7 '' ...777: .017 10 .093 .188 ���}} ' :..288....... 1.546 • � • .488 11 1.436 1.325 O .589 11 1607 1609 3.35 3.35 1613 7 max 1615 1617 1.61. 1.626 EingiingiME 41622 3.35 3.35 11 104 1.061 954> < :1> Q47< .043 1.061 .043 10 1.061 :954: : : : :: ` :` -10477 .043 .367 %?" ' 4 .387 .367 " .. 37 .367 10 MaX max AVAMVON 13 .367 13 .367 13 .367 13 .367 MEW ii' 11 3.35 11 .043 10 1.061 1...- - $ . RISA -3D Version 9.0.1 [Q: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] .689 1.105 gkrAtIlib .995 .884 • 7!77•.7 . ............. .774 O Page 116 .789 .889 .989 .. . 1.09 11 M • • • 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 -ftQ LC y -y Momen.. LC z -z Momen... LC 1629 'f3» 1631 1633 15 16 17 max 3.35 11 .043 10 1.061 13 .367 8 .554 8 1.29 ro ...057...,. max 3.35 11 .043 10 1.061 13 .367 8 .443 8 1.39 11 11 Wit max 3.35 11 .043 10 1.061 13 .367 8 .333 8 1.49 iii... ... . .........:..:..::::.:.:::.::.:. 1635 18 1636 1637 19 11 max 3.35 11 .043 10 1.061 13 .367 8 .223 1.591 11 max 3.35 11 .043 10 1.061 13 .367 8 .113 8 1.691 11 ::::6:........:... 1354::::: >::::-.;:: �......:.. 1.. ti47...... 1#..... .....,3t€7.......:13:....:.. :k. #)8:....: .......n074w..... 1639 20 . 1641 M42 46 42 1643 1645 3 1647 1649 1651 max 3.35 11 .043 10 1.061 13 .367 8 .005 5 1.791 11 mini >95'< max .959 11 .451 6 .476 14 .105 13 1.16 .004 mitr max 1%i .959 11 .451 6 .476 14 .105 13 1.099 .002 Q1:4 11 max .959 11 .451 6 .476 14 .105 13 1.038 8 .003 11 ;;//II..- �::-): isi::i:;: :;:�' i•:::- X.!' i�vi ::ti-Y.' <v'::'!i *1:#:!!i:i %'r:i :!ii:: ?-fi:�' -'. ::! max .959 11 .451 6 .476 14 .105 13 .977 8 .005 11 IOC max .959 11 .451 6 .476 14 .105 13 .916 8 .006 6 max .959 11 .451 6 .476 14 .105 13 .855 .007 :%%:':.' f .Ti'F.''i 1653 7 10 4: 1655 8 max .959 11 .451 6 .476 14 .105 13 .794 8 .009 • max .959 11 .451 6 .476 14 .105 13 .733 8 .01 11 rrlti:. 7..::::..:::6.. knttig 1657 9 1659 10 1661 11 1663 1665 1667 12 13 max .959 11 .451 6 .476 14 .105 13 .672 8 .012 11 max .959 max .959 max .959 max .959 14 //�►��13:i max .959 1669 15 1671 16 1673 17 4674: 1675 18 ...................... 19 . ................. . 1679 20 1677 max [ max .959 11 .451 .47.6 14 .105 13 .611 11 .451 .476 14 .105 13 .55 11 .451 .47.6 14 .105 13 .489 ><::.:::..i}'r4 >< .2<:;.:... 11 .451 6 .476 14 .105 13 .428 11 .451 6 .476 14 .105 13 .367 .013 11 8 .015 11 8 .016 11 8 .018 11 8 .019 11 11 .451 6 .476 14 .105 13 .306 8 'fl4 .959 11 .451 6 .476 14 .105 13 .245 ...........gy�pp... .... A: 46%<= ?= '' =:r['r .... 4*.:.:;<; .021 .022 11 11 max .959 11 .451 6 .476 14 .105 13 .184 8 .024 11 max .959 11 .451 6 .476 14 .105 13 .123 8 .025 max .959 11 .451 6 .476 14 .105 13 .062 .027 11 11 36 max .959 11 .451 6 .476 14 .105 13 .011 .028 11 1681 M43 1 max 1.979 11 .741 6 1.148 13 .125 14 1.957 12 .014 2 RISA -3D Version 9.0.1 [Q: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 117 .292 Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: I )6/4 • Envelope Member Section Forces (Continued) Member Sec smax Axial k LC Shea k LC z Shea k LC Tor.ue k -ft LC - Momen... LC z -z Momen.. LC 1.979 11 .741 1.148 13 .125 14 1.853 + t <:::: >:. ::::::x:;,1:42::: > >: ;::.;:: :+ ' 2 :: 1.979 11 .741 1.148 .125 14 1.749 -.026 11 <:bi :' : :;1:42:: €<::<: 1.148 13 .125 14 1.644 -.041 11 4 max 1.979 .741 max 1.979 .741 • ° is �j '% max 1r.97+19 .74�[1 max 1.979 .741 6 1.148 .8; : :: 41:42 > » max 1.979 11 .741 1.148 ':42 :> :. - 982` <> max 1.979 11 .741 1.148 '«?`r'::<: ` ::142> << 4 . B 1 max max 1.979 11 .741 1.979 11 .741 ®max 1.979 11 1705 1.979 .741 -.056 125 1.436 -.071 lE:::R2e5 :.1afr.::':: .iii:::% .125 14 1.332 :5 ©; :. :..125 14 1.228 g .125 14 1.124 -24 : ::> '- ' > 1.148 ® .125 1.02 -.2 «r 114r" .125 14 .916 1.148 1.148 1.148 F 13 .125 14 .812 -.176 1707 1 1.979 m .741 0 1.148 13 .125 14 (Ly - + • 741 1.148 .125 1711 16 +11�713 1715 1.979 .741 : 1.148 13 .125 .741 1.148 m �m 1.979 11 �> :42:iiiii::. - .:985: i::i: mmax 1.979 11 .741 1.148 13 .125 • 1.979 .741 1.14$ .125 ............. 88 ;-':: :1:42: < : 989< > 4 ' + nnax 1.979 11 .741 6 1.148 13 .125 6 :; :: :`' - 2`'n<' > :' z .5 14 M44 ................... .................... .565 .565 .565 .565 .565 .565 .565 ,.1 .............18.. 12 -.191 11 12 "-!2.°0(61";:"1:ri i:Tr + .396 -.221 11 •:}:K 45:iiiii ° .188 -.236 1 1 11 -.004 14 1.865 0 .01 1.7.6 .027 :.:::.1:+703,iiii 1:656 8 .044 1.551 .061 1.446 .078 11 1.341 .095 11 10 11 11 RISA -3D Version 9.0.1 [Q :\... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 118 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 rrij4J 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC 1735 8 max 3.308 .565 6 .954 14 17.36 Wifit 1737 9 max 3.308 2 .565 6 .954 14 Torque[k -ftQ LC y -y Momen... LC z -z Momen... LC .119 14 1.236 8 .112 11 > :,..::.421: .119 14 1.131 8 11 • .129 1739 Mit 10 max 3.308 2 .565 6 .954 14 .119 14 1.026 .146 ityt 1 11 1741 11 max 3.308 2 .565 6 .954 14 .119 14 .922 8 tt: FJ�i:4:'A 1743 12 max 3.308 2 .565 6 .954 14 .119 14 .817 8 1745 13 max 3.308 2 .565 6 .954 14 .119 14 .712 8 na.9Vi :: t T..:...r� V rl ?'::::;: %::::ki:`:�i''.:.::>]57.x�i�' 1747 14 max 3.308 2 .565 6 .954 14 .119 14 .607 8 17:481: i' :5 ; F':;•:.;;'r:: :-1 #i::ii : ::.,`....ii':' 1749 15 max 3.308 2 a1: :ii : ::::. :59Ni: }::'r .565 6 .954 14 .119 14 .502 8 .163 11 .18 11 .197 11 .214 11 .231 .248 .265 .282 .::.:::1... fi�f.S..::: ....... .... .299 ` 411015';: .316 .01 0 -.005 -.011 -.016 1751 16 max 2 .565 6 .954 14 .119 14 .397 8 1753 17 max 3.308 2 .565 6 .954 14 .119 14 .292 8 .zl'i110:< 1755 18 max 3.308 2 .565 6 .954 14 .119 14 .188 8 :rich: �.:.., .....1�. 1.........8...........1.97...., .�1h.. 11 1757 19 1T8k max t11.0: 3.308 2 .565 .954 14 .119 14 .083 12 1759 20 max 3.308 2 .565 6 .954 14 .119 14 .004 13 1761 M45 1 max 2.8 3 .76 6 1.06 14 .202 14 2.128 8 1763 2 max 2.8 ■y�� 1 jy�,�)( �::::i::iii]M'::'`I .::::. .:.•.'j:Y •M/� tit ''[y: �:' ;`[ {.V..��:ivi :..�.. �:'. I ::..........: �:'tf/ �T. �: i::::: .:::•:�:: :.F.::::::::T...i�.:.. v::: L::�'�:..:::::.irf1�.M/.�.: ii:: �:�:4�:i .76 6 1.06 14 .202 14 2.015 8 1164 :............ 1765 3 max ,.; 65T-i: .:. 2.8 3 . .76 6 1.06 14 .202 14 1.901 8 1 1 11 11 11 1767 4 55» €1 •:..: 'i iii: ::: 1 1 1:1:'11 11 11 max 2.8 3 .76 6 1.06 14 .202 14 1.788 8 .: ::.....n..�.J,Q.....;..:.jam: yj. : %.:1::•:�v:- is......i.....i': :. .. 1769 5 max 2.8 3 .76 6 1.06 14 .202 14 1.674 8 1 1 ::. rr:3�1 #z -.022 ».39 .... -.028 -.033 1771 6 max 2.8 3 .76 6 1.06 14 .202 14 1.561 8 :'['.7.72 ARV 1773 7 max 2.8 3 .76 6 1.06 14 .202 14 1.447 8 .firm: 1775 171. 1777 8 max 2.8 3 .76 6 1.06 14 .202 14 1.334 8 9 max 2.8 3 .76 6 1.06 14 .202 14 1.22 8 �tt1 -.039 11 -.044 11 1779 10 max 2.8 3 .76 6 1.06 14 .202 14 1.107 8 11.x:: Ala 1781 11 max 2.8 3 :;':::'` 4���::::`::::::: �: �:::::::::....( �• 1C.. �::::::: £�:� ?'':3.4 %:��:::'::::::;::::: ?.:rte,..:. ADIM .76 6 1.06 14 .202 14 .993 8 :.f...V' ,w /.�ya� { ;i{ iii;{{r.;. ..i.:'::•''::iii::;::'.;:;:ji;: 1783 12 tiI max 2661.1M 2.8 3 i:V4��.ii i$:�i vi� ?��•. �i: :. •.1.,4:7`87 ; {:;:�;i %:::; %i..... .'`( y{j .. . ... .::. .:...... a.i.�: ?;J ~ii�:2�: i::::..�i/:iEi .76 6 1.06 14 .202 14 .88 8 :4: 1785 13 max 2.8 3 .76 6 1.06 14 .202 14 .766 •ii ii :i ii • ::• '.i :::•1:.1:11:. :.:.: :ii !i-f:.I:. ::......:ji�:�i: 11 11 11 1787 14 max 2.8 .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 .105 'M ": :.105.< .... 1805 M46 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: I*" Envelope Member Section Forces (Continued) +}�y Member Sec Axial[k] LC y Shear[k] LC z Shear[kj LC Torquejk -ft] LC y-y Momen... LC z -z Momen... LC .:1 -:Y�! - :4:4:4;:iiv:4iav:41i:•ii:}4: :- };:<- :4% -.. �..... ....Y.. ........i}... . ....... ..�..... ... .i....1.. Y. .. ..�... .........JI.0 ATM . :05.:5...... . 1789 15 max 2.8 3 .76 6 1.06 14 .202 14 .539 8 -.072 11 ......:.:, ......:..::.:.. <;' <- .> >1: <: i > >< 0:53`: ":<:::'I'i1 <<�::.... ft78< >i' �::::J1#3 > <:i: >:= : #2= :< 544« ;14 ...... 1 . .. 1791 16 max 2.8 3 .76 6 1.06 14 .202 14 .426 8 -.078 11 ' : 1; 1:::::......#..# �7�#>::>::;;: 6:>;: ::; >::...6::,;�2>. �;::;:;�4 2::::'�:4.... :..:...1....#.91.:::::..::6:::. 1' �9�..,; :,:.. ;:..::. �::::;.. >;::...r0�0:.:....2 X53 <;» :::1 ;D:: >;: _C�::< .:,. :.. :..:. :..� ..: :.. .::....:.. �... ..:.............. 1793 17 max 2.8 3 .76 6 1.06 14 .202 14 .312 8 -.083 11 - - >71 b< ><'Q5 1 6 32. . 1795 18 max 2.8 3 .76 1797 19 max 2.8 3 .76 1799 20 max 2.8 3 .76 111... 'MAST 11301 4 602. 1803 I806 1807 ]808 1809 itt 1811 t1 4'. 1813 1815 t11:6; 1817 1#11.8: 1819 4820 1821 8 m .959 in.NACE .959 6 1.06 11. 6 1.06 6 1.06 14 .202 14 .199 8 -.089 11 14 .202 14 .085 12 -.095 11 14 .202 14 .015 13 -.1 11 11 .451 g``': .451 .959 11 .451 .476 14 4 max .959 11 .451 .476 14 5 max .959 11 .451 x.......959 ... ax .959 11 .451 .476 .y >r >.. max .959 11 .451 6 .476 ..::...:::.ire::.. : :... :.. • .476 14 .451 .476 14 14 14 m max .959 .451 6 .476 14 .959 11 11 .451 .451 .105 g': 4 .105 .105 14 m ax � - - -- s s _ - a•s 476 a 1825 13 max .959 11 .451 • .476 .105 13 e a s .105 <# .105 1.16 x:948 €€ 1.099 11 13 1.038 .003 .977 .005 :..:........ ® .916 .006 .855 .007 11 AZ 55 Q 1 '10116 11 .489 .. ........ yyy��'...... .428 .018 11 367 8 .019 11 18 . .27 .............. 1829 1 .015 15 1831 16 m 1833 17 1835 18 Mr1837 .. ........................... >:1' . . Wes 2 max .022 .024 • 8 • .025 11 8 .027 11 i W 14 .:....:.959...... m .451 • .476 ril 14 .105 RISA -3D Version 9.0.1 [Q: \...\... \... \Calculations \Chiller Platform 1 -2 snow.r3d] BPI .028 11 Page 120 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: 32/Av Envelope Member Section Forces (Continued) Member Sec 1841 M47 1842 1843 Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC -y Momen.. LC z -z Momen.. LC 2.308 11 .961 , 2 .828 13 -.064 11 1.452 12 .203 2 2.308 11 .961 2 .828 13 -.064 11 1.375 12 .102 4 ..: :.. ��.... _ �....... _ 2t# 1....... 1 .1.::.::::.,�`2� 2.308 11 .961 1 :846: 1849 t 85: 1851 1853 :854: 1855 1..., 8 1857 1859 > 1861 ....................... ........................... . ............................... max max :i rti : 2.308 11 .961 2.308 2.308 2.308 2.308 2.308 2.308 2.308 2.308 .961 .961 .961 .828 .828 .828 {1;;35::: :: :::................ 2.308 .961 .961 .961 .961 ..:::................. .961 .828 }yy/)/µ. .828 -.064 -.064 -.064 -.064 -.064 -.064 -.064 1.147 1.07 .99.4 12 12 -.013 - .034 -.056 -.077 .841 12 .765 12 .689 12 ::173:;: : €' -.064 -.182 -.204 :12 >: 1872: 1873 max .......... max .............................. 1877 878 :. 1879 141.6 2.308 :.: :.:::.. 2.308 2.308 2.308 2.308 1:... .961 .961 .961 .961 .828 .828 .725.... .828 -.064 -.064 -.064 -.064 -.064 .307 .231 -.288 -.309 -.331 -.352 ............................... 4 1887 2.758 mitt .381 .381 .881 .881 .881 .058 .....= O77�=:< .058 .... .058 1889 5 max 2.758 11 .381 6 .881 14 .058 ............:.... ... . ............. ............... ............................ .1.2 :::-:;`::":OTC:: 1891 6 max 2.758 11 .381 6 .881 14 .058 12 1.295 1: j� n��C; . }�-�- � :....: iii: v:ir iii;ii;iiiiii;•i } >; };;;; ,;;;;;,;;; iiiiiii:i ii :;; ::: : :::::'iii :: .::. iii:: 1893 7 max 2.758 11 .381 6 .881 14 .058 12 1.202 12 1.664 1.572 1.47}}.I{{...9 12 1.387 -.001 .019 .039 1 .059 11 1 .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: t 0/14/ Envelope Member Section Forces (Continued) Member Sec Axial k LC Sh- - k LC z Shea k 9 Q I __ 7 .:.... •'i 8 max 2.758 11 .381 .881 1897 max 2.758 11 .381 .881 ' A 0 max 2.758 11 .381 .881 :ii4:'-"•':.;•.!i is s1:V.-':; :;' :;i. ..: "'8.i.-.8:;:;'. :i iiiiii: :• :: •• :i .::......... . ...... iii; iii................. :i: iii..i..........., 2.758 11 .381 .881 12 max 2.758 11 .381 p 9 e�ct ii:M•• . .... ... ...................:rtlit>r�i:: 1905 13 max 2.75�8y .381 6 .881 9 ::::mi....,�:::<. >:<:: 49- • .: � iil v9i::iiiY-� "i M1Fif:1;f:Ci, LC Tor. ue k -ft LC - Momen... LC z -z Momen... LC 1909 1 P 1911 1 Y m .381 .381 . :.... .0RO58 .058 12 1.017 12 .118 - tfY•fiiii:'i:: < >......4T ><> .4i.: .i, ...1{::02= '«<:>'• � = <,.... • 14 .058 12 .925 12 .138 i Y .832 12 .158 .74 12 .178 x•25 = >> .647 12 .198 .058 .058 .058 ;ia <i't• 49. .058 .. 14 .- .058:. .. .:.: .881 .058 .37 :�' >< >- '07:7 <:: <::: � : >:::....i3 :�':::. i: A�1y� ./y .881 14 .058 12 .278 2.758 't 49vx. 2.758 .381 i:i: •.. r:.:.. :: iii:, i. .381 920 i iii ..........:.. .881 .218 .238 11 12 .258 11 12 .278 11 2 max 2.758 11 .381 jA.� .881Y�{ .058 .. {i•:� ".,. .:. Y iiii ii::l!.i ?� is ii�:�i"�fi1.�.Y.�.iii�F' .:::•A1.i:�1�:�1!- ;:iij�: ...�..... 2.604 11 .511 .788 ""'"14' >::: «: : <:':''k.4:Q6:;:' :: >6::; ::::;::::.iO4:4'::::' = >_ .:...i........... ..... max 2.604 11 .511 .788 13 .042 »::::..04cn .788 "emu, a •:. 12 0 12 1.54 12 .057 6 1.459 12 .021 12 .042 1.378 .042 1.297 0 0_• m 1'1.1 "M""1," 1.216 .014 <'58 >» : 9 13 .042 8 1.135 12 .019 <: 41:1:':' ,;;2:1- 9 • ax 2.604 11 '::'4:14r"""" '4"g41::"""""14 4t5s: ' • e• O- • max 2.604 11 .511 .788 Ott .'1,v....itiii • 8 • O O 2.604 11 .511 max 2.604 max 10 Max 11 max fi 13 max .511 4 .511 .511 .511 .788 .78iy8Yi .788 • .788 i�f.. .042 .042 gig 0160 16 .042 .042 .788 .042 .::...............:: .042 018 11 .:.:.511..::.:0 .::.- ..788_:::: :: .042 0.....569 .... 1.054 12 .023 .973 .028 .892 12 .033 .811 12 .0,38O{{tr 3 12 .042 .047 .052 R RISA -3D Version 9.0.1 [Q: \... \... \...\Calculations \Chiller Platform 1 -2 snow.r3d] Page 122 • • • 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 -ft LC y -y Momen... LC z -z Momen... LC 1947 14 max 2.604 11 .511 6 .788 13 .042 8 .488 12 .056 11 1949 1951 15 16 max 2.604 max 2.604 11 11 .....:.:...:.... .511 6 .788 13 .042 .511 6 .788 13 .042 8 8 .407 .326 X6:2 1953 17 max 2.604 11 .511 6 .788 13 .042 .245 1955 18 max 2.604 11 .511 6 .788 13 .042 8 .164 11 12 .075 11 1957 19 max 2.604 11 .511 6 .788 13 .042 8 .083 058 t1�l�:V:::iii::i:i:: \:4:• �:j1: ~Y�':� 1959 20 max . 2.604 6 .788 13 .042 8 .002 .4.'.�•4Fvii:.; v:..V:Y:1i i viii 1961 M50 max 2.604 11 .849 2 .838 13 .243 1.596 12 .08 11 8 .084 11 -- `''• 12 1963 2 max 2.604 11 .849 2 .838 13 .243 4 1.512 1965 3 max 2.604 11 .849 2 .838 13 .243 4 1.428 12 .0.5.2 4 12 .001 11 42 €> MA02 .......1.4......'t..41` > €: 1967 4 max 2.604 11 .849 2 .838 13 .243 4 1.344 12 -.011 11 12 -.023 11 1969 max 2.604 11 .849 2 .838 13 .243 1.26 1971 6 max 2.604 11 .849 2 .838 13 .243 1.176 12 -.035 11 1973 7 max 2.604 11 .849 2 .838 13 .243 1.092 12 -.047 11 1975 8 max 2.604 11 .849 2 .838 13 .243 4 1.008 1977 9 ii: iiii:iF'i .�©������::::i � /i:':::::i�i.:.�... .�_:j::i:ji•.'.': :::!5!,j:: !�: .��. ?:;ii: i�:'';: >::1:<1:: .......i�AiS 9•:::$ '::•:i:1'2:..:::: :::.Y�4:...... ..14.......1.i ��.... max 2.604 11 .849 .838 13 .243 4 .924 �:R:� .:��: f' <:::;; >:.;.. iii ::•.. .......... 1979 10 .: •i: .i: iii:::..- V�•.!!:•...• 12 -.059 11 12 -.071 11 max 2.604 11 .849 2 .838 13 .243 4 .84 1981 11 max 2.604 11 .849 2 .838 13 .243 .756 12 -.083 11 12 -.095 11 1983 12 max 2.604 11 .849 2 .838 13 .243 4 .672 214 .. .,.1.14.....1.1......x; 12 -.107 11 1985 13 max 2.604 11 .849 2 .838 13 .243 .588 1987 14 1989 15 max 2.604 8 max 2.604 11 .849 2 .838 11 .849 13 .243 .... »= X027....... .838 13 .243 4 .504 2 ..................... 1991 16 max 2.604 11 .849 .838 13 .243 4 .336 :3Z93::.. •:..::::::.,Q27 1993 17 max 2.604 11 .849 2 .838 13 .243 4 .252 1995 18 max 2.604 ....ii 11 .849 2 .838 13 .243 .167 ..1:4 1997 19 max 2.604 11 .849 .838 13 .243 .083 1999 20 max 2.604 11 .849 2 .838 13 .243 4 0 RISA -3D Version 9.0.1 [Q:\...\... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 123 • Company Designer Job Number : Engineers Northwest Inc., PS DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: I '7/1,,, Envelope Member Section Forces (Continued) Member Sec Axial[k] LC ryShear[k] amo 2001 M51 1 max 4.086 2 1.271 2002 : 3,846 2003 ...................... 2 max . .4.086........2....:.: 1.271::::: min :::<3 ; ><:. »11< « «:: >1:.73::«; 2005 2007 LC z ShearJkJ 1 ............ ::::::::::. . 2 1.104 2 1.104 max 4.086 2 1.271 2 max 4.086 2 1.271 - 009 5 max 4.086 M05461 546`''> 2011 6 max 4.086 2013 2015 2017 201:8:, 019 ax 4.086 2 1.271 max 4.086 2 1.271 ii63440.Mi :: : :1 <1< 9... max 4.086 2 1.271 73: >< 10 max 4.086 2 1.271 LC Torgue[k -ftt 14.........302...... 14 .302 LC y -y Momen... LC z -z Momen.. LC ..1.. �..... '1�. ......,88.......2. 8 2.515 8 .018 2 ...2 < � : X202 <'' x202:'14.:: 2.383 8 -.015 11 -.033 11 -.051 11 1.104 14 .302 :. ` < :... ;,.:...077.. 1.104 14 .302 2.251 2.119 :'077.......14....:.1.,853: 1.104 14 .302 :a: :::;1:2'`,x.''` € 1.104 14 .302 1< 1::::.: :::1._2�',x..:::....1i•.::..:.::.£577: 1.104 14 .302 ...................... ............................... 1.104 14 .302 1.104 14 .302 1.1b4 14 .302 2021 2442 Mir 2023 • 11 max =E` -Elul ..........::::: :.............................. 2025 13 max 4.086 2027 '14 4.086 2029 15 max 4.086 :.I in 3:546 2031 16 max 4.086 2033 17 max 4.086 2035 18 max 4.086 037 19 max 4.086 f18 ::' >:: >>: " >` `:':: >`:::<:'::: >: >`,ai;< >:'3"6 2039 20 max 4.086 8 1.986 8 -.069 11 8 1.854 8 -.087 11 RAISIN O. 8 1.722 8 -.106 11 8 1.59 8 -.124 11 MASON 8 1.458 8 -.142 11 '!: - '(::i:1i :::' .i :i :i...... 4; ii ...:-....: ...... `<1:4 :..... :1.272..::..:'i4:.::.:1:1058. <...: 2 1.325 8 -.16 11 .«1<1._ «:«._1:7�:::;:: : :1 :9 >< ',1.:. :12��x�`` �1�':: <::<..:.07?»< >< 1?4:,; «;41 4 ` :::1 4.086 2 1.271 2 1.104 14 .302 8 1.193 8 -.178 :« 8. '': '' :::: €::: 1:: ::;:1::x`... „:: :::::1:: ::: #.� : :< : :- :077:::: :: -::1:4t :..:;:::1: t4::.::. :.: 4 :': :.: : ... 12 max 4.086 2 1.271 2 14 .302 8 1.061 8 -.197 11 ....:....... 1.104....... :.'>3548 >'<' :: 1;::::'`:;::x:1. 3.. 1 .1.� ; :.:::::> 8:;.<:<:>:- �T<<><::> 1�t<: �>.:. :.923�;<;::..:1�#:[:.::::1...�1 < :<. 11 ............ 1.271 1 1` tffi173' >':<1 2 1.271 2 2 1.271 2 2 1.271 2 Si 1:1 :« 1 €73:::: :l 1> 2 1.271 2 2 1.271 2 2 1.271 2 2 1.271 2 6 1.156 E ............... ............................... 1.104 14 .302 1.104 14 .302 1.104 14 .302 1: ?" `'- ::£177:': <`> 1.104 14 .302 1.104 14 .302 1.104 14 .302 1.104 14 .302 1.104 14 .302 2041 M52 max 3.033 .................................. ............................ 8 .929 8 -.215 11 ..:' » ;� 8 .797 8 -.233 11 gi2E 8 .664 8 -.251 11 < 8 .532 8 -.269 11 - A 8:............4. }[8:..- .:.._:- .287.......11. 8 .268 8 -.306 11 :.:.. p• .....::..::.::.......:.::.::.:.::.;' y{-:.:':.: .:.;:.;:.;....;....T ^....:.;:.; :::::i::. �:i: T:::::::i: 1�Mi+:.:::i:. 8 .136 8 -.324 11 8.,.,..:, .008 5 -.342 11 ACM" .925 13 .154 13 1.779 12 -.007 11 043 2 max 3.033 6 1.156 6 .925 «<'.. {# ........... 1:!' tlii...:..2'41:4>: : »: :.::<'1 >1> R.?:s1SCs; ::S1 >:; >::::..$�'ls >s ": 2045 3 max 3.033 6 1.166 6 .925 ii :;.:;.:i:t .:;.: :: 2047 4 max 3.033 6 1.156 6 .925 j.:..:....f� .,{ �ny� ::: `r ..::::: .:::::: ::::: :rain.: ,,:::2.81:x;: ::::,�::.1:, ::::::..�.��::::::. .:,11:111 431A .iel 2049 5 max 3.033 6 1.15.6 6 .925 2051 6 max 3.033 6 1.156 6 .925 891: 13 .154 13 .154 13 .1154 13 .154 t 83<` :<: 13 .154 13 1.685 12 -.027 11 - :.: -'M `:.::i . s1;'::7 54:1111 [:11.3.;: >ii- .1'M1•�..)i>i < >6 i::: 13 1.591 12 -.047 11 . 11::}1:11: ::1 iiiii- ii' 13 1.498 J�1tyy 12 11 13 1.404 12 -.086 11 RfIliMag .. 13 1.31 12 - .106 11 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 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 2053 7 max 3.033 6 1.156 6 ::.: . ;1:. :1:89;x:; »; 2055 8..... max 3.033 6 1.156 6 2-6 > :::::: :::::::::: » >::: >: »:::: >:; ::;rntr- :::: >:::2> 010 ' >< 1<1 2057 9 max 3.033 2059 10 max 3.033 6 1.156 144 ' 2061 11 max 3.033 6 1.156 2062 2063 12 max 3.033 6 1.156 6 1 2065 3 max 3.033 6 1.156 Shear[k] LC Torque[k -ft LC -y Momen.. LC z -z Momen.. LC .925 13 .154 13 1.216 12 -.126 11 << >... . .925 13 .154 13 1.122 12 -.146 11 €: ;<<: 453 < ><::::5:? :< ><- 1'<#T:: »;:;<< =a:3: «:< =:: -2 x1 << :;< =: >6>: .925 13 .154 13 89 = .925 13 .154 13 935 .925 13 .154 13 841 .925 13 .154 13 747 12 -.225 11 .925 13 .154 13 653 12 -.245 11 is 89 $:.ii::!: %:1:ii: :,'.:�i:::�.-.F-i:I:}f)rti %�% . `: :1�: �i i i:Y.YV::': ::::�: 3 :»:: : :: ' •ii 1.029 12 12 1 -.166 11 -.186 11 -11 -.206 11 3.033 3.033 2 514``: : :'4 3.033 3.033 2077 297$: 2079 2080 2081 2082. 2083 2085 2000: 2087 2685. 2089 2090, 2091 2'� X392 .............................. M53 1.156 1.156 'tom >> 1 156 489 1.156 .`1, y g.,... >: 1.156 ... A89> : :.. 1.156 MIAOW- 1.656 6 11 .925 13 .............................. .925 13 .925 13 .925 13 .56 .466 .372 .154 iin4153.M. -.285 -.305 -.325 • :< ?195 '<'' max max E.3 M31041:6: 1 476: max 3.394 max 3.394 max 3.394 : :: :9347 ='�; 3.394 1.656 32 1.656 1.656 1.656 329 1.656 1.656 .925 .925 1.143 1.143 1.143 1.143 2. 1.143 1.143 1.143 13 >12 14 .154 >- 153::: .154 .277 12 1:. 14 -.364 - .384.... .277 .277 : :: .......:.1:21. < :`> .277 2.294 2.166 2.039 14 921 : :: 1.912 1.784 1.657 -.028 -.063 -.098 -.202 2095 206: 2097 2: 2099 2101 2102: ........... 2103 3.394 13 max 3.394 3.394 1.656 1.656 1.656 1.656 1.656 1.143 1.143 1.143 1.143 ...................... 1.143 '<t14.. ...1 .....::....:32:8!: <<<::: ::;1;1:< «<:::......,., 3.394 6 1.656 6 .277 .277 .277 .277 ..... -'1i2'1:' ,......277 .. 1.143 14 .277 1.529 1.402 1.275 1.147 1.02 .892 -.236 -.271 -.306 -.34 1728€ ` -.375 RISA -3D Version 9.0.1 [Q :\... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 125 Company Designer Job Number : Engineers Northwest Inc., PS DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: WO, Envelope Member Section Forces (Continued) klitt 115 1 Member Sec 1 max 3.394 1.656 1.143 3 '''''':i 7:429:::::::«::° 1 max 3.394 6 1.656 • max 3.394 1.656 1 max 3.394 • 1.656 m 3.394 1.656 a 3.394 1.656 LC Tor. ue k -ft LC 21::: <:<<< .277 8 .765 % ::Z.,18.µ :71.t3..:: 1.143 1.143 2119 2121 StaliSMANA M54 1.656 1.38 max 3.328 2 1.38 I i nn186 = 1.732 1.143 .929 .277 .277 .277 .277 .277 :121M. : .637 > < >` .51 - 477 .383 z -z Momen.. LC -.444 -.479 ' ::'< -.514 -.548 .2.773 -.583 .128 -.618 .277 .209 .005 1.828 3.328 1.38 3.328 0 • 1.6�3�5 .929 .929 .929 • 1.249 ........................ a :::::.1..27:::: gig • s 09 1,152 13 '. 1.539 12 .013 -.048 .1I0977 12 -.146 11 2137 9 11812139 NM 3.328 max 3.328 1.38 max 3.328 3.328 82€> 1 max 1.056 • ..959 1115:Q91:17F N Q • .209 -.492 2 .929 13 .209 �fl:/ -.541 %:;iii.; <:::. � . .929 13 .209 .67 12 11 .929 13 .209 .573 -.64 `87 13 .209 .476 12 -.689 13 .209 .38 12 -.739 13 .209 .• .209 12 VI «x<`> .929 -.196 :::::.............:.:. -.245 12 7.294, 11 .a -.393 1 m 3.328 15 max 3.328 ASAA sr • max 3.328 gaN 1.38 .929 ATA >< „ >' >' «9' # >s >s .:::..x'1;1 s »s 1.38 .929 1 max il 3.328 3.328 3.328 .929 .929 .187 .09 12 -.838 : ..::::............. -.887 R1SA -3D Version 9.0.1 [Q:\... \...1... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 126 • 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) 2159 21'60 2161 21612 2163 2:108: 2167 2168 2169 21:70: 2171 2173 2174 ............ 2175 Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC 20 max 3.328 2 1.38 2 .929 13 .209 5 t:r3:< << <2t821; >«<:; 1 >1;; ;» <46. ?r - .917:: :1 1' 'i 'sr s:,'' %. -1:2 M55 1 max 9.529 3 2.106 3 .683 13 .005 - ��..;;:.:: <: »;:2'.042::; <:::::: >1::' 649..:.. 2 max 9.483 3 1.919 3 .622 1,yy3 .0`0`5 :::::.: :::::::..:;: <:'gi:v:::::::::: : .. .. :.:::.. : ..:... 9.436 .. max :i»ir4€ max max `iilii 1.731 1.543 >176 1.355 1.167 .498 .436 .374 2 13 12 .005 .005 .005 .... « :002 < :" :: >:: :12 :€ 5 >12: max max 9.204 -y Momen... LC z -z Momen.. LC -.004 14 -.936 11 ..,..r ..74 . .. .488 12 : 2.578 3 10: .228 12+ 1.731 3 -.006 -.015 .182 .352 .496 ...................... . ........615 ..... .274 -.337 .868 3 3 3 :10 2177 2118. 2179 2189: 2162 2183 1 4' 2185 2186 2187 2188:: 2189 2190: 2191 2192 2193 2194: 2195 2196:'. 2197 Z.99; 2199 2201 2 2203 2204 2205 2208: max max Mitt max max .I:iftit max max 9.158 .188 .126 .707 :::.:.:............. .773 -1.986 : -2.201 max max max max 9.065 9.01yy++8. 8.972 8.972 8.972 .04.+�1� -.147 -.335 -.523 . {bj (3?4 .095 ....„ -06: `= .157 . ............................... ................ . max max -.898 -1.086 -1.274 max >i max max 8.972 9.478 9.432 9.432 .219 .281 .343 .405 .005 .005 ...: 302 »:<<. .005 .:............ .827 .815 .776 .005 02 »> .005 .005 .467 ....................... .528 .528 .466 .404 >423 .505 .363 ... - +393:: :: .195 -'5. - 2.393 1<2 »< -2.371 - 2.269 ..:... . 38 -2.089 -1.829 -1.491 - 1.073 -.576 0 1.294 1.107 2209 E� max 9.432 1 7 .28 13 0 2211 6... max 9.432 1 .919 7 .218 13 0 .367 .15 :.1 .046 .203 .334 10 .439 -.196 -.7 -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 2:19 PM Checked By: 0/14 Envelope Member Section Forces (Continued) Member Sec Axial[kl LC y Shearjk] LC z Shear(k] LC, Torque[k -ft LC y -y Momen... LC z -z Momen.; .... .: :.:. .:. . . LC r �2: .:. . .ri3� ...�.1. .11 > .»3�6� ! Z3�;.;:;.$:::. �. ::.€�..:.:�......... 8..::: �. ... _. . 2213 7 max 9.432 1 .731 7 .156 13 0 10 .518 14 -1.47 11 2214. ::.<.::.; :.>:.«..::.«.= <:;.<::. : . .>.;.:. «:::::<:.::::; rfilrt : 16479.:;;.::.:;1i�.... Q ;:.;:.:.::. :.; 2215 8 max 9.432 1 .543 7 .095 13 0 10 .57 14 -1.737 11 . ::i4:.:i.:i.:i -i!:•: :4::.ni + -.i':: �. .. � '. :::i::i ::::: ::: ::i::iii::i:: :i:::i::i: ::: :.i v::ti::�i4:::.: is :: :':ii:: :::i'. :i:i :i :::: i::i::::i:::i:::iii v:: ..:... :...:::: :....:..... :.:.:.:....:.:..... .:..: .. 1# X:.;::.;;:.:: �i:. ::.:1.�....�.�:::.�.1:4..:.<. ,...::� ::<:..4::.::�.::::.1:<.: ,:::.". x......,.;8...:...::.2 0.,...:.t 2217 max 9.432 1 .355 7 .033 13 0 10 .597 14 -1.925 11 .598 14 -1.887 10 2219 2221 2223 max 9.432 1 .168 7 .013 12 0 366 >: >:::'l tl : > €: >:: -s0 :: <:::: >:: <:: > :::`» max 9.432 1 -.02 7 .075 12 E3>ii >i {{?0 TI:kr 22 4 V: max 9.432 1 -.208 7 .137 12 0 1 -.396 j7 .199 -.584 7 .26 -.771 7 .322 -.959 7 .384 -1.147 7 .446 -1.335 7 .508 16 max 10 10 .572 14 -1.694 10 fla »: 10 .521 13 -1.422 10 »` 37 19 max 9.432 -1.523 �• 2239 20 max 9.432 -1.71 . ............................... M57 max 3.364 7 1.575 10 .444 13 .002 . ©� 0 10.. .403 ® 002 2243 _ 46 .57 12 0 10 . ing5ST .632 12 0 10 .713 >«:'... 3.323 1.45 2245 - © max om© 1.325 10 .362 1.2 10 .321 .Mitt :1144022E. ' 2249 5 max 4`. • • 1.075 10 .279 a 2251 2: 2253 255 2257 3.158 -1.07 10 -.64 10 -.13 10 .458 1.126 10 1.873 10 2.698 3.603 .431 12 2.181 .002 .236 12 • .156 12 1.013 13 .002 .088 12 .694 002 4 031 12 .41 m 1.756 10 M1.367 MO max 3.116 7 max 3.075 7 max 3.034 7 2259 10 2.993 2261 11 max 2.951 '= 3 2263 12 max 2.91 ?264: < ?<< <`> <» >> «`; <' ><` «< < < <« it <; 93 «< .449 10 .075 .324 10 .056 r .199 10 .069 .002 4 .006 -.374 10 10 . 0024.021..... -.483 10 .002 4 .024 13 -.536 14 Nti RISA -3D Version 9.0.1 [Q: \... \... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 128 Company : Engineers Northwest Inc., PS Designer DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 fr f4 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member 265 Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k -ft 13 max 2.869 7 .074 10 .11 8 .002 2287 1 max 2268 2.828 -.051 2269 1 max 2.787 -.177 2271 2212: 2273 1 max 2.75 -.302 1 m 2275 1 2.719 2.688 max 10 .152 .002 10 10 -.427 10 -.552 945 '7 10 2277 19 m 2.657 -.677 2.627 2.297 2.251 14:8 7: < >' 2.204 ....................... 2.158 gaZilegg 2.065 ......:.671;: "« 2.019 ....................... -.802 10 .193 34 •7i .002 .002 .275 21t >: ,002 LC -y Momen... LC z -z Momen.. LC .316 .002 .358 .975 .834 .466 .42 13 .373 13 .327 13 .016 .005 tom:: 4 13 -.495 11 -.389 11 10 12 -.248 11 .098 12 -.071 drAS 11 .17 4 11 .253 .387 11 .002 4 .347 :::.:.................. .001 .......001...... .001 .669 11 .378 .... .276 .189 «124:`:: :: .116 :14 '=1; 553:::: : .304 .018 -.223 .234 .188 .149 MAO 2:. 13 13 42: .001 .001 .001 5 5 >12': .064 .131 13 2298: 2299 2360 2301 2302: 2303 233:04: max max :mi. . max is 1.926 1.879 *:: 1.833 1.787 -.152 -.292 -.433 307 2309 2311 1.694 1.647 1.601 SIgtOUS .265 • .311 8 .357 8 .001 5 Egariing .001 5 2` .001 5 • .25 .269 .278 -.572 -.68 -.743 -.762 -.736 .284 .348 12 .438 max :tire 2317 19 ......824 ....14 .147 .555..... 1.04 iagasem 1.575 MOVE 2.155 max 1.462 7 -1.419 11 .497 8 .001 5 .816 8 2.779 2 RISA -3D Version 9.0.1 [Q: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: Envelope Member Section Forces (Continued) Member Sec 2319 2 .cl .1 Axial k max 1.415 max 3.305 max 3.34 LC Shea k LC z Shea k -1.56 11 .543 $ '- 2'18€31 <' »#1<7< 1.943 .385 0 .338 3.375 3.41 3.445 %s2 r8.: 1.661 .292 LC Tor•ue k -ft LC - Momen... LC z -z Momen.. LC a - •a 11 ,9$ a p.s 1 5 .154 13 2.322 ` »x'183'::: >< 1 1.52 .246 3p!y± >' »:2: 1.379 .199 1 1 1.239 1.098 0 0 13 1.731 12 1.184 .147 •8 .217 12 .224 .272 max 3.549 <>418'. 3.584 ROOT ». .957 6 .06 .816 .013 m 3.619 .675 .03.4 .313 12 -.559 .339 12 -.883 .351 12 -1.12 <`..::..3'' >: 4.1:7 -1.108 4 6 2341 mm 3.654 © .534 0 .08 14 2343 ........................- ® max ........3 7........ . 94...............127....... 4 2345 13 max 3.746 2346i- - ..iice/. [x'� //�yy./i 'I{. {!A/{!���{{ ..:..................:..:.. i':Si'tX�i ::ii::::R•ii1•�.if 2347 1 max .253 6 .173/. .219 1 max -.029 -.17 .266 28i3> .312 ,/0/y 0 0 0 0 3 0 -1.051 -.2' 297 :::��•Y��'JS.iii:v:: .189 11 .112 r112-«< .021 -.38 -.101 11 ZIA 222 .207 14 .59 €, s >::•. ..:.1...681' 3.932 max 3.978 -.452 .405 ®.236 >» •4t $r%% 0 .086 0 1 m 4.024 .451 .342 14 1.003 7 -.733 10 = >% %:.'3}x..7:.... • . . 3.898 4.022 .492 2.8 gOE 1 .414 14 1.122 .339 12 1 .315 14 .791 $ .297 12 1 .22**6�� .49!f!6 .256 12 1 : .15 2369 max ..... ..... .......... ... ... ....................... .. 4.063 0 MUM 23570::: :::::::<:: <:::::�:;<<: >:<::«::: ::::«<::<::;<::::1111;< a.r a '�«4'!;'3'< <_< %a s a : : • : RISA -30 Version 9.0.1 [Q: \... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 130 1 .236 11 • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: OA. Envelope Member Section Forces (Continued) • 2371 373 234. > » = »_= »'> Member Sec Axial[k] LC y Shear[k] LC 6 max 4.104 7 .615 11 7 max 4.145 7 .49 11 z Shear[k] LC Torque[k -ft .174 12 0 :171>> : .132 12 0 LC -y Momen.. 8 .031 :.:.:::.:.... ...... 8 -.002 ; ::. >' » < > «< LC z -z Momen.. LC 14 -.18 11 12 -.335 11 .8 ® max 4.228 .2 s : s max 4.269 .115 11 max 4.31 -.01 12 max s ................:........ � :;'t0 €'» ...x:7;33'` >'' 4.351 -.136 4 .//0// 5.!/ .009 .036 .077 2385 2387 88:1°":'":::".M:1"""" 9 1 max 4.393 1 max 4.434 4.475 1 max 4.516 $ .118 1 >15 .16 m .029 12 -.455 .049 12 -.52 .057 -.419 10 .054 12 -.235 'f:: iii::' i :: �- . ..:..• : ;:i;:!;: .039 12 -.015 012 ® .244 0 0 0 miss 0 0 14 .539 11 .201 $ .a a ....4:49 1 max 4.558 a a 1 max 4.599 max 2399 2 max 2400 2401 240:. 2403 M62 m 0 14 .869 14 1.234 14 1.635 p -.886 11 ®14 00.291 m 2.07 11: 1"Ig""""""i?""1"1"""""t"431 .388 2.541 • s s .497 3.047 • T P�9 9 6 • $ ii iµi.4Y. Sti max 2409 4.49 max 4.443 4.397 max 4.35 6 max 4.304 EFE max 4.258 2 1.139 <`. max :..::.:...:..... 4.219 1 .951 ;6JJ27« <;` 066 ax 4.219 1 .763 .626 //{..���� .411 ..... 4.242 N 14 3.328 2 1.89 • .462 1.702 6 • yyyyyyyy © 1.327 . :...:.277....... • 0 0 2.492 4f39<< 1.736 .072 1.059 12 .202 8 .461 6 :::::::#10.0V::111 2419 ?tom:: 2421 1 max 4.219 .576 «09% ....................... $ .153 .091 :. .035 0 0 0 .459 1 max 4.219 .388 .45 42 ........... if .............1.4 ........., 3...2........:1 2423 12 max 4.257 3 .2 6 .14 13 0 12 .431 8 -1.076 11 RISA -3D Version 9.0.1 [Q :\... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d1 Page 131 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: iolify Envelope Member Section Forces (Continued) Member Sec Axial k max 4.303 max 4.35 3 2428 1 1 1 LC Shea k .......................... LC LC Tor • ue k -ft LC 4.396 4.442 4.489 1 max 1 max 19 max 2 max 0 0 0 Momen... LC z -z Momen... LC .299 .202 ##]:fit::» 12 .176 0 12 .317 0 ...... 12 .519 ...... M63 max 4.284 2443 2 max 4.33 O 1.965 2.152 max 4.377 max 4.423 5 max y�4.46yy9�y • 4.516 max ....................... 4.55/6y2 Z325::! max 4.609 .615 .553 0 0 -.002 12 -.002 12 -.002 1.589 11 .491 12 -.002 1.003 13 11131 13 3.762 11 2.948 1.293 .585 4.655 1.401 .429 .367 ................... .306 9 .244 : >::= :3;x#2: »« $ 1 max 4.702 .12 ��" $ 0 q'' :::-:::::::,14147 :........... 11 max 4.748 .058 ®•. 3�#?�'3` >' x:;1;'!:3 »E ®max 4.794 Mingeraiit 1 max 4.887 15 max >`2s<892 4.938 16 max 17 max 5 5.062 2475 18 Z4'6 max 5.123 $ s .011 m .073 14 .135 14 .197 14 • II-.002 :i:•:::- 006 ii• :: :: :::":i::.:4-:.5.691:::- -.002 14 .85 `. -.002 14 .299 -.002 14 .416 - ./�/0�.c��0{2�� ...55aa -.002 14 .664 ': > 00Et a'< Anigi37. 1 <» a -.002 14 .752 Inll .259 14 -.002 -.002 •.":.,<, -.002 -.002 -.002 -.002 14 -.002 14 759 -2.162 -2.238 11 -2.235 -2.153 »2:684` -1.992 -1.751 tI-1.432 8 -1.034 11 RISA -3D Version 9.0.1 [Q :\...1...\...1Calculations \Chiller Platform 1 -2 snow.r3d] Page 132 • 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) 2477 Member Sec Axial[k] LC y Shear[k] LC 2479 20 2�•. 5.185 7 -1.228 11 :::.Y:: ::i • 8 6a 7 -1.416 11 ............................... max 5.247 z Shear[k] LC Torque[k-ft LC -y Momen.. .383 14 -.002 14 .199 i'.::' }: .445 14 -.002 14 0 LC z -z Momen.. LC 8 -.556 11 0 24 2485 2486 2487 2488( 489 4g0: max max :[h: 0 1 0 0 0 0 .002 .002 .002 0 0 0 0 0 0 0 0 0 0 2495 496 2497 249: 2499 2500 501 2:. 2503 2 2505 2'506:? 2507 X56$ ........... 2509 2519 2511 2513 261 >4 2515 2518: 2517 2519 2520 2521 2,522:: 2523 X2;4:: 525 252: ......... 2527 max max max 3.137 :17781 < 3.137 .=:1 X278 3.137 0 0 0 0 max 3.137 3.137 max max :Miff max if max 0 0 0 0 0 0 0 0 .002 .002 ii5ii:; - -- - .002 Ma- AM .002 .002 0 1 0 1 0 0 0 0 0 0 0 0 M65 max 2529 5 3.137 3.137 : i ii :F�i;iii aa3{{.13ga7 5.11 5.048 4.986 4.924 .002 .. att �; .002.... <A .002 0 0 0 1 0 1 0 1 0 2.053 .69 649 .628 .566 . ==0`((0.2 .0.{{02 :..'.' 00i}E .006 .006 13 13. ;: 9.2.: 4.862 7 1.302 7 .442 13 .006 5 0 .486 .226 -.008 12 2.154 {��{ 12 1.329 7 :>:1:083 > :......:......::.:: -.046 .583 .152 14 -.672 RISA -3D Version 9.0.1 [Q: \...\...\... \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 Shea k 5y L 4.8 7 1.114 max 4.738 7 .926 max 4.682 3 .739 4.636 2:695 :: 4.59 11 max 4.543 2543 1 max 2545 13 2547 14 2549 1 2551 1 3 ill 01 3 3 z Sheaf k -;401 .38 055:5:: .551 7 .194 AO: _ .... � ::51:x::: : :' »' . :`-t'��4 >!'' .363 7 .132 .. :..::::3835 < > =: ...Q .175 7 .071 + -.012 ..............:. -.2 -.388 -.576 .... e + - .764.,... .318 .256 LC Tor. ue k -ft LC - 4.357 <3t7: 4.311 .006 .006 .006 GlibON .006 .... f:03 ::: .006 .006 Momen.. LC z -z Momen.. LC I41''.'. .:!:8!:::' -1.18 7 S!:: !ii ::- ?•' •% 1.iii -1.61 7 -1.961 -2.232 7 :: >23 €' : :1C: -2.425 7 -2.538 7 14 -2.572 14 -2.527 14 -2.404 14 -2.201 14 -1.919 1 max 4.265 2555 1 2558 2560 .......................... ......: .................... max 4.218 19 max 4.172 3 -1.327 2 max 4.125 -1.515 ,;..;;i:.," + . »3k�7'7::::: :...:,;1:.:547, max • • 1.869 + max 4.834 Wit& 1.682 4.774 ......AA......J............ Nt%1�+r!��r1e1r' j, 4.728 1.306 3 1.494 3x22221:: + Q ...:t"""""""":141"511:"M""il ax 4.681 max 4.635 .345 .406 .468 .53 .538 :.634 .476 11 .352 s .006 .006 .006 0 0 a 13 0 .499 .359 .193 'Y:• {y0�, 1.907 1.159 2579 max 4.588 max 24066» 4.542 :3 :468: .743 max 4.496 3 ErEMEME3 nwuir 2 553' .....•:i':: '•:i ::Li•:!:: ::•: 5:5!55+ RISA -3D Version 9.0.1 4.449 .555 ;393: € : ::: .367 `41204:: :: > .179 .228 13 + .166 13 + .104 13 + imiiPlYNOP .042 13 + III ,'::i�lfg•', .023 -.008 + 8 0 0 .623 -1.711 [Q: \... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d] wwr Page 134 Member Sec 2583 MIX1 586 2587 2589 2590 2591 2 2593 2 2595 2596: 2597 2598:. 2599 2601 2603 2&0? 2605 2607 2+8: 2609 21�} 2611 26;12: 2613 2615 2$18' 2617 2616; 2619 2620 2621 2623 2625 2626: M67 2629 2631 2635 ®TIE1 16 ®1M1 ;Miff 18 19 20 4 >ri€ m 6 MEM m 8 9 m 10 14 16 18 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabay Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: Envelope Member Section Forces (Continued) Axial k LC Shea k LC z Shea k 4.356 4.31 4.263 4.26 4.26 4.266 4.313 4.359 4.406 3.181 3.14 3.099 GV:k}% 3.057 3.016 2.975 2.934 =8'I 2.893 2.851 2.81 2.769 2.728 2.686 2.645 2.604 2.563 2.521 2.48 :1: 10'. -.196 -.384 -.572 -.76 -.947 -1.135 -1.323 -1.511 -1.699 1.825 m m LE m m m m 9 m tl 1.7 1.575 1.449 1.324 1.199 1.074 .949 .824 91: 6 6 6 6 6 6 6 6 6 .147 .209 .27 .332 .394 ......:..392:: .456 .518 ::..51:5:,<:<. .58 .642 .414 .372 .331 .�•iY .29 .249 .208 .166 :171:: .125 .084 LC 8 8 8 8 8 8 8 8 8 14 m 14 m .699 6 .043 m s 04 .... El .574 6 .001 m ':: >:> S ,::;;:..:.3.59: <:;;; © .449 • 6 .036 m Q .323 6 .077 EEI iiX <' ■� :• �' .....1 SI..Y,K�:':�.'•�: ''i�1. x:82' » »:', 0 .198 6 .118 ffEl ;10 0 0 -.302 .073 -.052 -.177 6 6 6 6 .16 .201 .242 .283 Tor. ue k -ft LC 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 4 4 Momen... LC z-z Momen.. LC .554 «53 .481 .381 .256 .104 .099 .304 .536 .793 ER .54 .429 .329 BEIWYMEI .241 .164 KEIMEMUM -1.074 ......1..968.. -.637 -.121 6 6 6 8 8 8 8 8 8 8 8 .099 is iN:4:i:: rr .045 .005 .031 8 8 8 0 «#28 €«; ® : .048 .f::•r- - ® .054 ® .048 ® -.386 m 19 .031 ® lEtiNifiWZMEI 19 .002 ® -.266 m »t37 »'> ® ......032... ® -.126 m ® .083:,I{ ® .0 4 8 m 113110k1 ® .145 • A ... ® .258 m ® .219 Eg .474 1.148 1.902 2.734 3.646 4.636 6 6 6 6 6 6 3.074 2.579 2.12 1.698 1.307 .953 .634 .35 .104 -.105 -.278 6 6 6 6 6 6 6 6 10 10 aa 10 .503 RISA-3D Version 9.0.1 [CM...1..A...\Calculations1Chiller Platform 1-2 snow.r3d] Page 135 -.865 -.706 • 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 Axial k) LC y Shear[k1 LC z Shear[ka LC Torque [k -ft LC -y Momen... LC z -z Momen.. LC _.... ;5.x.........::8:;:::: .783 11 637 1 2.439 -.427 .325 12 12 .304 12 2639 ................ X40:. >? >' 2 max 2.398 7 -.552 .366 12 12 .401 12 1.097 11 2641 M68 2.427 1.419 11 .417 14 14 .442 1.182 11 1> 2643 max 2.381 1.278 11 .371 14 14 .324 0- .756 11 2645 2.334 7 1.137 11 .324 14 0 14 1 .375 11 2646 i ii:i 4 %!•.:- :.nRRn::<:::: iii : ' •i i' ii'i: :' ii..:.:.:..:/1.�� ' :::.j ''M:::' �[w.[:..=�i�we.�'i::::i: ::l::C : ,l!,.:.1``:. '':i ii ::':. :::i�i4�� :•:::: •::.� ::. ...:::::.: ::::::1:1732;; >: ii:VFi ?i 647 2648 ......... n 2649 2651 2.288 7 2.241 .996 11 .278 14 .855 11 .232 m 2.195 .715 11 .185 14 0 14 14 .133 14 2.149 .574 11 .139 14 Om 2.102 f7 .433 11 .092 ......_07'3 14 14 6 2.056 2.009 1 .292 11 .046 14 max 1.963 :::A 0.04W `-> 1.917 max .023 14 .059 .053 .03{{8y/y{{ 11 -.255 .099 .135 .157 .164 -.503 - .979 -1.049 11 11 11 11 .01 11 .068 14 .156 ii:!Li •. '/�. -,08-3: 11 11 -.13 11 .114 14 14 .134 gog 1 max 1.87 -.271 11 .16 14 .108 11 m OPO 1 max 1.824 1.777 0 14 .079 -.885 11 .129 -.691 m 1.731 -.694 11 ill .213 p ®m 2688: M70 1.684 -.835 11 .346 .315 .. ax m max 8� S m max 4 m 1.592 1.545 4`' 3.104 3.174 3 3 -1.116 -1.257 2.026 1.886 11 .393 .439 .485 .387 12 1 .294 • :.V. .248 0 0 .. €01'` 0 0 0 0 14 14 14 14 14 14 .432 . 563 .709 . 209 .114... .131 .209 .563 1.072 1.625 6 2.747 2 2.13 2 .::.::......................... 1.8.}557 1.028 2 RISA -3D Version 9.0.1 [Q: \... \... \...\Calculations \Chiller Platform 1 -2 snow.r3d] Page 136 • Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 I 15/Atv 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 2689 max 3.244 1.463 2 .201 12 2691 14 .279 8 .544 2 8 »:« :::::1::1::::::'::«:x:221;:;; >s 3 NW. : > ' 92 14 » 1 . < ><1>1 14 .334 8 .104 max 3.278 3 1.322 .155 12 m ' X58...... �# �... ...... �4. �_...1;1....._�.7`4..... 2693 240x:: 695 3.313 1.181 .108 12 14 .375 -.291 max 3.348 3 1.04 2 .062 12 ;f66:3:» <36!1: >:; ;> >l I > ><> 14 .401 -.642 2 iiT:::-...^i max 3.383 max 3.418 .759 .016 .013 14 .412 -.948 14 .409 -1.091 11 036i': il 3.453 • .618 .06 14 14 .391 max 3.489 14 14 m 3.535 max 3.581 III 711 NE m 3.628 16 3.674 max 3.721 ...':1;245 7 7 7 14 14 .359 .311 -1.094 -1.053 -.967 .195 p .199 14 0 14 5 12 -.836 .055 .245 14 0 - .174 12 -.661 -.086 2 .292 14 0 14 .084 12 -.442 11 11 s ®, M,. MEE; MEd -.227 ..:::.1-X6:':. .338 TV: Mk 14 .033 14 -.178 11 m 3.767 D -.368 .384 14 0 I4 .147 14 .131 11 2740 it :iilf:; :i;M: :i:1}` i:•iM::i: !': M: i. :::::::::::;::::...:: >:::: max 3.814 3.86 2719 r: 2721 M71 -.509 .431 m 0 m .276 O 14 .483 14 ... .881 4.218 -.65 1.28 .477 .277 14 14 14 .419 MON .402 11 11 <3ti3;:: 1.084 11 m 4.249 1.155 <1f#> • .236 .301 13 .744 11 max 4.28 3 1.03 .195 E«r m .212 .439 11 2731 max 4.311 3 .905 .154 ......_286 14 .134 6 max 4.342 ETAKMMIEI 4.373 EN .779 .654 .112 0 14 .069 0 .169 -.065 11 .071 0 14 .046 6 -.265 4.404 .529 .03 f.: 14 5 -.43 w max 2737 2 2739 4.435 .404 -.011 12 0 14 .052 12 -.559 11 m 4.466 11 4.497 2741 .279 .154 -.026 -.004 11 14 0 14 -.654 m 14 .023 lit ....'[.37 9.... .:..'1.x .029 7 .037 14 -.669 14 11 max 4.528 3 14 -.009 12 -.642 14 RISA -3D Version 9.0.1 [Q: \... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 137 • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 01/44' 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec 274B L z Shea k LC Tor.ue k -ft LC - Momen.. LC z -z Momen.. LC 13 max 4.589 �aayy�r 4.62 a ae ®max 4.651 max -.597 -.722 y e y '':::::11V:i'. 2755 2�6 ............. 2757 ............................... 1 1 max + . max 216Off. 2761 M72 1 max 2763 max max max fat 6 max 7 max 4.835 10.24 10.24 10.24 10.24 6> 10.24 '> 62426- 10.24 -.847 -.972 • .079 14 0 14 -.04 11 -.573 10 : >A ' ::« ...: :a1`83 } <<��: i0t32« >�:: < „4'1::1:7 >':< -:: MA:1:5:: %;:: .12 14 0 14 -.037 14 -.435 10 .161 14 0 14 .003 14 -.261 I 0 a# .202 14 0 14 .054 m -.053 m .191 10: ... 244 + �.• �. :'"!:411°2M'' :""1".4 :g"". :1Z1Ti"""". 14 285 o + 14 19 1 469 10 -1.097 2.061 OE* 1.873 .326 .367 14 .409/� .626 61425.e: 10.24 8 max 10.24 .502 ...:..::.........::::::. .44 .378 .316 ..... 4284:: `` .934 .746 .255 .193 .... :::::::a4 `'< 10.24 ....................... >61425`< s . + max 10.24 .183 1 max 14 max Ititt 1 max -.005 -.193 -.38 -.568 .064 .118 0 .001 .001 8Mt00211 .001 002 `': .001 MA' rryy .001 .001 ti4402 .001 .001 .001 .276 � .373 4 1.132 .482 1.516 + .722 3.206 + .498 2.382 + 1.636 + '' .127 .97 + -.019 .383 + .068 -.125 + .783 Y 6 12 -1.176 10 001 .386 + .001 - 'iii«<:: .001 1.48 10 2' .18 .241 .303 1 max -.756 1112793 Milnillmax 10.24 2 -.944 .......1 ti. (� .365 4a .001 .001 .001 -1.33 11 -1.025 • :::::,2:14.15r -.641} /� %ii - 1 >:47.80 - .178yF(, .001 11 .364 I 11 .f.31 .261 14 11 RISA -3D Version 9.0.1 [Q:\...\...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 138 .002 i E .002 • 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 2795 18 2797 19 2 2799 .�..:...:... , .. Axial[k] LC y Shear[k] max 10.24 1 -1.131 ...:.........:::::.. : max 10.24 1 -1.319 max 10.24 1 -1.507 max 9.831 1 2.074 20 2801 M73 2803 2 2805 280& 2807 280S 2809 2811 LC z Shear[k] LC Torque[k -ft LC -y Momen... LC z -z Momen... LC 6 .489 13 .001 8 .454 14 1.685 11 ..... ...�J2........1.3.........22H`< >_'i�,......'#3� >�� }'fir 6 .551 13 .001 8 .673 14 2.464 11 6 .613 13 .001 8 .918 13 3.323 11 ................. ��.. �`.....»>...... ��...................... ..........:...::::::::�€3.....: :x#2.........,.9$.,...,....5.., .... ............................... 11 .675 12 -.002 14 1.086 14 2.323 11 • ++ 794 1.489 III max 9.831 9.831 1.699 max 9.831 1.887 .551 12 -.0 II 02 529 .734 'x:1:5':: %::: >:: . >R369'` .302 .058 ati -:428 1.511 tFtt5tgn:2m .N.41$141": ' • -.002 max max 11 .428 .366 m ax :41° 64.::"1"41.1 "14107"1" s 9.831 a a sa • 2817 9 r 9.831 .572 12 -.002 -.002 .1141""""f.gg2.1° .254 git m .4.08 + • :j:;4ii. ,i: ;Y.i 549 -1.495 -1.854 11 14 .663 -.002 m 9.856 3 .384 ' m 9.903 3 ,.10 .196 :t. .. .. max 9.949 3 .009 CIFINNER M5409:. A 821 11 2823 12 .118 .056 IMIOSM -.006 .vi•. V:• J-: ::::- .002:.:::: ,,...-005 :2 -. }}002 -.002 iggitian .751 laggi .813 tOttt .849 .859 8 - 2.134 e 9 NfairY ' 2835 -.179 MOURI -.367 -.555 11 .143 s 7O7: < >: -.743 + 11 .267 -1.118 111 MERE El MEM -1.306 11 .39 -1.494 11 .452 > 503 >< 0 .....:: iiiili::•:•i:iii 18 10.228 -.002 iii {•:i :: :: :..,o:: <_OD5<:» .843 ® -.002 m .801 as ++ s+ .328 max 10.274 AS:07.5 2 10.32 MEM M74 -.002 0 -2.465 -2.35. 1 - 2.156 - 1.883 m .371 8 -1.1 m CEMEMEEIMPEREI -.002 .199 ++ 0 m 2845 ©m 0 Inn ffl:M=SSigi 2847 4 max 3.214 1 0 1 0 1 .002 10 0 1 0 1 RISA -3D Version 9.0.1 [ Q:\. .. \...\...\Calculations\Chiller Platform 1 -2 snow.r3d] Page 139 2864 28:: 2865 • • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 0/ 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Axial k LC NEM 4 3.214 max 3.214 Ittri max 10 max 3.214 3.214 3.214 Shea k L 0 0 0 867 288Il 2869 2570; 2871 2472 2873 1 max m 1 max 1 max 1 ix 3.214 fats 3.214 3.214 0 0 z Shea k LC Tor.ue k -ft LC - Momen.. LC z -z Momen.. LC ::. iiii... ,iiii. .. :� : : .................. 0 1 .002 10 0 1 0 • iiii. ... iiii.. :::::::::.. .. � : : : : : : : :. ..:..:..:. . :� :.::::;.. a 1 .002 10 0 1 0 ::::....,::.:..:::. : :• :......�..., : :.. iiii..,,, ... atm ..�.�.. o .002 10 0 0 0 .002 10 0 0 •:::::•:: iiii. .:.:•.....:.:.... iiii... iiii•:• iiii.. ... •�: iiii::: �• : :, : :: � :: ... :.. iiii... :...... :.� ...:.::.... ... � :: � � Y � : :i :� iii :� : : :i :: �; :;; : :; :; :.::.:::::.:.::.;:•i;:::.:: 0 .002 10 0 1 0 .. ,:. ,. iiii... :: :.;iiii: •. .: Egg 0 1 .002 1 0 0 iiii:: .......... 0 3.214 > 1856' `iiii 3.214 3.214 3.214 0 :.......0 .002 .002 10 .002 E 0 0 0 0 .002 10 0 0 .002 10 .002 10 al •:41:8882,' ta3:77.: ,..,2.,::::::4,:::::i::::::::::::::.:::_iiii:::i:. :.::1i8:::::: :max 3.214 877 19 max 3.214 elm 3.214 M79 20 max 3.214 iiii: "$55'. max iiii: 7.475 2883 2 max 7.475 2885 3 max 7.475 768>' .. 2887 4 max 7.475 2888 -.009 • .002 o. 11 ......ia::::::.::::::::::::::: :::,1 --:--liggl...0,:t „„:::::::::::::::(igi.ii:::::::: i...]:$:::, 9 9 V 88 0 .016... -.009 11 .016 -.009 11 .016 .002 0 10 0 .025 0 � 0 0 .002 12 -.009 11 .016 2 0 12 .016 ...d 4. iiii : : : : > : ;_iiii:: iiii.. iiii; . iiii. : = :: iiii iiii. ::;;;::.:....,...._ .....:.:::::.......:....... ..:;::.::: .... ........... : : :.... : :. : . :;,. :.. 2889 5 max 7.475 2 -.009 11 .016 2 0 12 .013 iiii. iiii... : .: :: ,::,:.:...:. ...:::..r:•:.; i; :..:1.:; iiii: >: -; ::. ,;.; :; : : : : : :.. : : : : :. : : : :;. : :.. ...................... : : :. iiii. -- .....r.: ::.:::;<.:;::.: ..... ...... ................. ; #4I:4...... �T��� ........1..1.::::.1 ��: ??: !.: . : :.. :: i :. : :. :I� : J }i :�i: ?�i�.Y.1ii ;i: is ..: i ;i : }i :.ii :5ii: giiiii :.):l �. iii ; :.i ii :iP 2891 6 max 7.475 2 -.009 11 ... .0 16 2 0 12 .01 4 . : : . ;:..014 .:. 12 2 342:::»»:» .: ; .: : : : ; < .:: ».. i i�� : : : : : : > : : f C# :: : 1 :1 >: «iR34» .. iii: : > .; .: i; , :^; .ii:.i:: � : i: � iMi .ii i.iii.i .:.�i: i- i i�. ;i - �� ::iii %i►MNI .i. . i.. 5. i 2893 7 max 7.475 2 -.009 11 .016 2 0 12 .006 4 .018 12 .. : :. :. : :i; : :; : : : :i: :iii : :i : :i : :i : » :; :> :ii::i:::::i::::::;:.;: -:;:> iiii > : i� :.,:... :;. :.. ;;iii.:; .;;..:,..;.:::.:; ;::...:..: � .; <� � -::.;.:;:..:;:.:. :., :.. : : :;. : . :. :. :. :; .: :... :. : : :. : :. : :. :;.;... :. - ;..:; .:;.:.:.:.; : :; :.; : : :i� :i - :; 28�4�.::::<::::<:::;:;<:::: i:::><::::::::::: : : >; : : :« : : : : : : :< : : >< : : : :< > : : : :. ::; iiii > : : : : : : :i; :.. : : :; : :: ill ii >:: » > ::i.: > :: 1:: :: M.N:: :.: ::« :: : :::-.:-.::i ::» - ill : : : : » >:< 1 : : : ::::SP.: alt ;;;i; :. : : :.:•; ;iiii;; . iii i ................:..: � :.: - :.:..:...:: ,iiii: � ani0......:1 _�':68i :i;; : ::1:: # : : : : : : : : :.<Q3�1. : : : : :.. :: �. : :. -:.:-;:::. 004i:. ii;;: . ::1.:1.i : : : :�, : : : :.. : :.. :.. :.: � iiii.: � : :�.. ;<;;;. ; .:.:.;:.;:;..:... , :,> :::::::::.51: 2895 8 max 7.475 2 -.009 11 .016 2 0 12 .004 8 .022 12 Ask :. : :....: �;:.:: : : :,: : :<,;,,,,,,.: <::<.;,ty,.::,: ;,:.,iiii .............. iiii . .�` iiii: <,::..: fi. :� i Y� :. :f :. i�'i : ........:. :i� ...............:... iiii:..,; r:. ' : :i• :: : : >� '� :�� :iii': '• - :::::::::,. ;• :<- r:::::::: :.. .:: r...,... :,. iiii .. : : :��i: :: ii7kl�`i :;;. :�: iiii i .:.;;.; ...... : : :�'t1 :: ������' +��J :`'' :" "ate. ::% :iA'.�. :.• :•'.- iiii:;;:: r +. :: ', .......... .............. ..................... ............................... .'.. ,.... :.'pe.....,...., ..... .............................. iiii.. .................. c:.......... ..� :,c �...��,; :i %: : : :n•.' :; : :'�[6i: 897 9 max 7.475 2 -.009 11 .016 2 0 12 .002 12 .027 12 ......,:. : : :,: »iiii -> ;,iiii ::, >i iiii: :,::::::....r:: :,.:r:....::::: iiii iiii,... .:. iiii � : :: - - :ii<< : : :: iiii. , : : :f164- :- : : :< : : :�'�' ` ... ........... ......................... , . .............. ;.; :< :.,... : : : : :... .::..,::,. ... :##iiii > <; <� >- � - iiii.. .. , ........ : - ..:,.:; iiii. .,;;;iiii. iiii... :;:. iiii. :<.;: -iiii . :;. :..�= iiii:: -: = 1$ > >; =<= �� +�� ::;iiii., :: iiii. .. ... „«:.;iiii ...........::.:........ .. : : : :.......... :........_.,.. ::: <.:.:...,<..;:<:.::- iiii. ,:,. , 2899 10 max 7.475 2 -.009 11 .016 2 0 12 0 12 .031 8 .::....... ::;...,.;.:::..:.:.:.> : ii ii ..................... <=:< gil it <�::::: ____ : : =:<= :<iiii2 <rrfc iiii;;.:. - ®• > <r� - :, :.. : :�,. -- - :- -iiii: - -- : : :; :: iiii: :::,::.:..::: iiii 0::: <;«<:�7 - :«. < - :. 4; >< <: : : : : :� <## > : ><» : : : >< : :; . RISA -3D Version 9.0.1 [Q: \... \\... \Calculations \Chiller Platform 1 -2 snow.r3d] .006 12 .01 12 Page 140 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) 2901 2903 2905 g: - < « < : 2907 2909 Member Sec Axiai[kj LC y Shear[kl LC 11 max 1 2911 22 2913 1 1 7.475 max max 7.475 z Shear[ki LC Torque[k -ftl LC y -y Momen.. LC z -z Momen.. LC -.009 11 .016 1 :1.; "034 2 7.475 7.475 max 15 max 7.475 1 1 7.475 7.475 915 2916 ........... 2917 -.009 11 11 11 .016 .016 .016 >fl04> 12 -.001 11 .036 12 -.002 11 .043 12 -.003 11 .052 12 -.004 11 .06 11 .016 12 -.005 11 .069 -.009 11 .016 12 -.006 11 .078 -.009 11 2 .016 12 -.007 11 .089 -.008 ZOO 2919 292>: 2921 2923 max max max 7.475 Wan 7.475 4.52 499:: >< ................. 4.52 4.52 2926 2927 2928: 2929 2931 '93 2933 2934: 2935 29316: 2937 2338; 2939 2946:: 2941 2044: 2945 2946: 2947 28. 2949 2951 2953 -.009 4:0:24: ::` .005 IK:% iiV .005 =#01 :::::.......... .005 .005 .005 11 8 .016 .003 .003 0 0 0 0 0 -.009 max max 4.52 4.52 4.52 .:::::.. ................. . .005 .005 8 .005 8 .005 8 .003 =;0 .003 iggie .003 K; .003 .003 12 12 12 12 .006 .005 .005 12 Miattig .005 12 .0AA1I0��[[ 4 '1L2 .004 12 .098 .096 .094 .... %> 03 : : >€ .091 .089 .087? .084 .082 4.52 4.52 .005 .ti .005 NTINICP 15 max 4.52 6 .005 >:.M .��:: • max 4.52 6 .005 ::::::::::::T . ::...:..... . 1 .003 13 .003 13 .003 13 .003 0 .004 0 12 .003 13 1 max 4.52 6 .005 8 .003 13 12 12 .003 .075 .072 .003 0 12 .003 12 12 12 7 .068 .065 >1 8 RISA -3D Version 9.0.1 [Q: \...\... \... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 141 • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 1"004, 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial k • ISM 1 max 4.52 .005 .- .003 1 # # . I1IijN! 1 1 .06 LC Shea k LC z Shea k LC Tor•ue k -ft LC - Momen... LC z -z Momen.. LC 20 max 4.52 .005 .003 13 1 12 .002 .058 gtilh'.. agal. . ».>' 3<; >` 1 M81 1 max 2.513 .008 -.004 10 1 8 .002 18 2. • ::;::; i:. i::::;i;;:.i:. >::::.i::::::::.i ....... :;. >:<:. :::.::ii:,t��:: ....3...:....:..1#1$ - - - - -= . ' • 2.513 .008 -.004 10 1 8 .002 1 #44 1 ............:.......:...... : »:: »1�23�: »::> :: > >:t1t�7: » >: >: <::;::::..Qq:6: > = >: - 10: 965 max 2.513 .008 -.004 10 1 8 .003 /= $ la: 2967 max 2.513 • .008 -.004 10 12 0 11 a: 1 2969 max 2.513 .008 -.004 1 0 : .004 12 1 $ ...............:...: 20 =. 2.513 • .008 -.004 1::A 40 ...4.0 11 :.:1.. € «:, ." ; :.2'3'k > <::< .:'::;007 ><':_<: 1 <:::; :: - # ' 2977 2900 ' ........................ 9 2.513 .008 thit .:.:.1:.." max 11111311 • .ao8 u� 6 .008 2.513 -.004 10 0 .00 -.004 IN 1$. 10 0 8 -.004 �r�07 >`! 2.513 .008 114 10 $ 1$. 2.513 • .008 -.004 1 } b ::}iii };iiii;.. __ :;::iii ::;:':.. # $ 2983 1 max 2.513 • .008 -.004 10 # ....'1�" 2985 ®m milms-....- -Aii:ir :.:::41::::::-::::::::]:: 1301.101311.1::' f ,008 1 1 MMII n� W 2959 008 -.004 10 1 •$ 0 :<. .. .008 :... -.004 1 1 ........................ ........:: 0'..:130, : >:: a > ra# 0...f l: ;: # 2.513 6 .008 -.004 0 0 .005 12 .068 .065 8 ®max 2.513 .008 -.004 10 max 2.513 6 .008 1. -.004 10 2.513 6 .008 1 -.004 :. }} ...... ..:.407; ....1.t�: ...006...... m 2.513 6 .008 1 -.004 ...:. 1. .�......1.1..........00T... -..- .1.0......:...00�i:. m 8.711 2 -.011 11 .029 .055 8 .009 2 .053 0 .00.9 12 .05 .01 12 .048 1 12 .045 11 .$$ 3003 max 8.711 m 8.711 3 .011 12 .043 10 0 8 .011 12 .04 10 0 8 .012 12 .038 2 0 8 .025 4 .054 9 .029 0 : .023 .029 0 .021 4 .064 `�' ,., ..1.x.....:.:.,..0;::.,..... ...1.4'..........,1........... � : >::<:��A� »;<'<<'; .059 RISA -3D Version 9.0.1 [Q: \... \...t... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 142 Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 149144 2:19 PM Checked By: Envelope Member Section Forces (Continued) 3007 3009 3011 3 3013 01.' ` 3015 3E�#fi> 3017 018: 3019 3020 ! Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k ft max 8.711 max 8.711 max 8.711 max 8.711 ........................ ............................... 8.711 8.711 -.011 11 .029 -.011 0 LC -y Momen.. LC z -z Momen.. LC .:�/./��..:..:::.,;;1 -. 7,.: -. : iiiF:ii ii::is %i���<ii 11 .029 • -.011 -.011 11 11 .029 .029 .029 .029 .029 iggNaggIE 0 0 0 >14 8 8 .018 .016 .014 .012 .01 .008 .007 .069 12 .074 12 .079 12 .005 116 >< .084 12 .089 .096 .103 .....:. ai >` .:.. 13 $2Z4 3026:. 3027 3028: 3029 3031 3032: 3033 30 4: 3035 3036: 3037 3...€ ......... 3039 3041 304-2:: 3043 'Mkt. max max max 8.711 8.711 8.711 .029 .029 .029.. Eng .029 .. :":ii [:1007: %i .029 .029 0 0 .132 .144 .156 0 8 0 8 0 8 ....................... max max 3047 3048:: 3049 3O€ 3051 3053 34 3055 3'. 3057 .034 .034 .034 .034 x:; max .034 max .034 >nir 01;x» 10.541 10.43 10.32 10.209 10.099 'r i:407:ii:ii:i .042 .042 aegtira .042 .042 .042 9.988 1 .042 9.878 1 .042 .ry0�' 1 : ;:.003. <» .01 .01 • .01 • .1 ;9773A 8 .157 8`� .121 8,(Q``) .086 8 .01 .01 10 .015 10 .007 -8.761 14 - 10.479 113:i1i. >11 119;3591: 14 14 9.657 3.: 3059 10 max .034 8 9.546 1 .042 14 .01 10 .047 14 - 15.582 14 RISA -3D Version 9.0.1 [Q: \... \... \...1Calculations \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: ik9m, Envelope Member Section Forces (Continued) Member Sec Axial k LC 3061 3063 3065 3067 3069 3071 30:72:: 307.3 3075 31376:: 3077 3079 14 15 16 max .034 max .034 max .034 .. ............................... >r>Etit1> = - `15> max .034 Mtn max .034 max .034 .034 .034 .034 :1€4€ 8 a4 Shea k LC 7.861 1 7.75 1 7.64 1 :4€=382 > <: 1 • • 3081 3083 3085 3087 3988: 3089 3096 3091 3093 X3,094. 3095 3097 3099 3101 3 4 ........... ....:.:....................:... 5 6 ............. ............................... f 7 8 9 31...2. 3103 34. 3105 3107 311111:: 3109 3111 :.:.:12.::.: 13 14 max 0 max 0 lit' :...... = : : : >' max 0 max :iii .... max 7.529 1 7.419 1 7.308 7.198 1 5.02 1 4.873 1 1 4.725 1 1 4.578 1 1 4.431 1 z Shea k LC Tor • ue k -ft LC - Momen... LC .042 .042 .042 .....:: .042 .042 .042 .042 .042 .016 .01 10 .01 10 Ca.01 10 .01 10 .01 10 .01 10 :110:::::::::` :€ .01 10 .01 10 .....: ,003.:....7 .01 10 0 6 00 : : : :: z -z Momen... LC -� �:> :3...........6..........2 �6>» .06 14 - 17.266 .073 14 - 18.942 0 .087 14 - 20.609 .1 _ 14 - 22.268 .113 14 - 23.919 .126 14 - 25.561 14 - 27.195 .153 14 - 28.821 ,...1.2 .......................9,888... .166 14 - 30.438 ......447 :..... �. 8 ....:..52.224..:: .18 14 - 32.047 .016 .016 .016 0 6 O2 411 0 6 0 6 0 6 .312 8 - 29.211 .29 8 - 30.411 .. -1 2«10.1 1 ' 64 .268 8 - 31.597 <5.14 .224 8 - 33.924 » - ................... .202 8 - 35.065 0 0 3.988 .016 .016 N052 0 6 0 6 .158 8 - 37.303 max <�0 max max 0 tt: max 0 max ..: »:...0.::.:..... 14 14 r ii r.4/.':f8: <:: ?:::: :4 ::: ii: 67i1 'ii .092 `8 -40.548 :...Si�i:M4�][ii� : i:14%i ii -69 0.57iii .07 8 -41.6 .048 8 - 42.637 8111:2: max 0 2.957 1 2.81 1 0 6 RISA -3D Version 9.0.1 [Q : \...\...\... \Calculations \Chiller Platform 1 -2 snow.r3d] .004 8 - 43.659 - 44.666 Page 144 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 1/4it 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member 3113 3115 3117 3119 3121 3123 312A 3125 M85 ....... ............. Sec 1 Axial[k] LC y Shear[k] LC 1 19 max max max 20 max max max ax 2.662 z Shear[k] LC .016 14 Torquerk -ft LC y -y Momen... LC z -z Momen.. LC -.007 14 - 45.638 11 2.526 .016 14 14 - 46.434 11 2.401 .016 14 .006 14 - 47.215 2.276 .348 .016 14 .17 14 .023 :.11.25 19 .334 .325 14 14 .17 14 19...:..:..:5::. 7 14 .023 .023 11 .013 14 - 47.982 11 .013 .031 14 - 50.364 14 -50.4 .048 14 - 50.434 14 14 14 3127 91> ........... 3129 3 30 3131 3'13: 3133 3134 max :nii - 50.501 0 0 .299 .29 .023 - 50.564 - 50.594 3136' 3'133: 3139 31 .14E3 3141 3143 :144: 3145 . 13:. 3.14 ... 3147 3143 3149 3151 31 2 3153 Mini max max 0 0 0 .:.:::.................. .272 .284 .255 ............. .17 14 14 .023 .023 Vgaaigi .156 .174 .192 - 50.705 14 14 max 0 0 0 0 .228 ........219 .::. .211 .202 .193 .023 .245 .263 ":400: .281 .299 3153 3157 3159 M86 .............................. $164: max max intik miff max 0 0 -2.203 .023 .:.. .023 .023 -.003 .................. x;008 -.003 .335 .353 - 50.863 - 50.882 3165 3 max 0 1 -2.238 14 .018 14 -.003 11 .147 8 - 44.996 14 RISA -3D Version 9:0.1 [Q :\... \...\... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 145 • • Company Designer Job Number : Engineers Northwest Inc., PS : DML 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 2:19 PM Checked By: w/� Envelope Member Section Forces (Continued) Member Sec Axial k LC Shea k LC z Shea k 3167 4 max 0 1 -2.273 14 .018 3166 3169 5 max 0 1 -2.309 14 .018 - v:tn,:; >:• ? :; ? {iiiv i::iiii:;ii ii ?�• iii.::;:.. 3iMV�ty- :4ii.::ii::;::::::.a .I.Y.:, ti).!i::ii!:.�ti•: i:.iiiii: %i::i: •i •::::i:!:.::.!i::m 3171 6 max 0 1 -2.344 14 .018 3173 7 max 0 1 -2.379 14 .018 3175 8 max 0 1 -2.415 14 .018 3177 9 max 0 1 -2.45 14 .018 3179 10 max 0 1 3181 11 max 0 -2.521 14 .018 LC Tor • ue k -ft LC - Momen... LC z -z Momen... LC 14 -.003 11 .135 14 -.003 y�y� 11 .123 8 - 43.082 :;ir:�•:.i�ii:;ii %;:v1:4' :' ....73:2$ 14 -.003 11 .112 ............................. ............................... • 14 -.003 11 .1 8 - 41.108 14 -.003 11 .088 8 - 40.098 14 -.003 11 .076 8 - 39.074 4 ::::67 077 14 -.003 11 14 -.003 11 .053 - 36.981 .....::....:. :... ............. i............. 1026>: i:;>::<: �6<'::::€::::: :�€C�i$:''<': :�':::<::<:# >�<'�: 3183 12 max 0 1 -2.556 14 .018 14 -.003 11 .041 8 - 35.912 3185 13 max . 0 1 -2.592 14 .018 14 -.003 11 .029 8 - 34.828 :;:::,,:;::........;;;: ;: ;:;;;;;;- ::...::.::..:: .;:.:...::..;;......:. .iii;:;;;'.;::- ...:....:..:... :. :.::.;:.::;:;:.: :::. .:::::::: ::...;;:. :.i:.;;; :. .: :> :. : :._ .:... : : : :.:::..: >:. ?? :F. :: .::::::; > ? »<::.... >:: ?....: ....... >.. - .:.:...�.......... ..19........1........59.$64.:.. ?: »;.<, < ?;: >??>::»::»: �::>::»>::>::::::::<' �:<::::::>,;, 4- �57'13::;:i;:<:: ?i:::..:..::. _0 8..:;.,.::.8.::.::::_ 008...... � ..... .........tt...........4........ . i3 i187 14 max {0 1 - 2.6277. 14 .018 14 - .0(0j3' 11 .017 81 -33.73 :i ?:a ;.:$::j j'-': Ya : : : :: G:: ^:7:: f ? ?i:: :s .3 :'r.`•i ?:::: ?? i!K:j :: 4'7 Jk;:;. 3189 15 max 0 1 -2.662 14 .018 14 -.003 11 .005 8 - 32.609 >.::...., d, 2;::-.::: �:::;;::;':. ���;:::;:.» �,::.;-;;::-. ���::;:-.: �:: �;;; ::.;## t ::.....�4 :..::.:'# -2.698 14 .018 14 -.003 11 .004 14 - 31.399 .: . ......................:........ . 3195 18 max 0 1 . 96 .... 3197 19 max ............................. ............................... .... 3199 20 max 3201 M87 • 3203 2 3205 :.,..:::.. r:.:. :....:. 3 3209 i'►1iil. max min g max tin max -2.768 14 .018 :::;:..< :::.::::::... �::;- , NA M& 14 -.003 11 .019 14 - 28.932 -2.804 14 .018 1�.r4. -.003 11 .026 14 - 27.677 ? ?� ? ?: :: L'�:. �� < ?;1:::: ..�1" .$•iii ?: ? ?YJ: ?:� :.Y�tiF ? ?)i4::: ;� �i�4���:�• {.; ?? { {(� ?�i { ��: {:.ii•:`� 1 -2.839 14 .018 14 -.003 11 .034 14 - 26.406 1357 .009 .009 .009 8 8 -4.481 14 .013 -4.507 14 .013 6-P 8 8 8 -4.534 14 .013 8 .006 7 .034 .006 7 .031 :ter *o.. .006 7 .029 14 14 14 - 28.447 K. - 27.028 -25.6 max .009 8 -4.56 14 .013 8 .006 .026 14 - 24.164 5 3211 6 3213 7 max .009 8 -4.587 14 .013 8 .006 7 .024 14 max max .009 .009 8 -4.613 14 .013 8 1 8 -4.64 14 .013 8 3215 8 8 3217 9 max .009 8 -4.693 14 .013 3; 4:18= zz M#it R'M= r il:(3: ','•'- <::'* `'t! '�8 ... � ..�i4:......:: max .009 -4.666 14 .013 8 .006 7 .006 7 .021 .019 .006 7 .016 003 .006 14 14 14 -22.72 - 21.267 - 19.806 - 18.337 .014 14 - 16.859 RISA -3D Version 9.0.1 [Q: \... \...1... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 146 • 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 Torquefk -ft] LC y y Momen.. LC z -z Momen.. LC 3219 10 max .009 8 -4.72 14 .013 .006 7 .011 14 -15.373 14 mrn. A A:: 3221 11 max .009 8 ......84199 .....1... -4.746 14 r' • .013 8 .006 7 .009 14 - 13.878 14 14: 3223 12 max .009 8 -4.773 14 .013 8 .006 7 .006 14 - 12.375 14 3225 3227 3229 3231 Er 13 max < f 3„ .009 8 .004 14 ... fiilrr r...:...1.... - 10.864 14 is 14 max .009 8 -4.826 14 .013 8 .006 7 .001 5 -9.344 14 ......!ITY6:4'L....... �....:...:..�Off8 < >1?4...... 005 .. ............... ..:.... 15 max .009 8 -4.852 14 .013 7,1 8 .006 7 .004 8 -7.816 14 16 max .009 8 -4.879 14 .013 8 .006 7 .009 8 -6.28 14 3233 17 max .009 8 8 -4.905 14 .013 .006 7 .013 -4.735 14 3234 mtt�. 3235 18 max .009 �8 19 max .009 8 -4.932 14 .013 8 .006 7 .017 -4.958 14 .013 8 .006 7 .021 -3.182 14 8 -1.62 14 1a4. 20 max .009 8 -4.985 14 .013 8 .006 7 ,. :..... #1:11.:. .025 8 -.047 11 3241 M88 max .113 8 :ri ::::14 1008:::{::::: 19.048 .034 .057 2 .046 14 3243 2 max .1.13 8 3245 3 max .113 8 19.048 1 .034 8 .057 2 .04 /'�{,. .......... 19.048 1 .034 8 .057 2 .034 14 144.369 13 136.348 .min: 3247 4 max .113 8 19.048 1 .034 8 .057 2 .028 13 128.328 1 3248:: 3249 5 max .. > .M.:2 ::: .113 8 ::.:.:. .......:.: 19.048 1 .034 8 .057 2 .022 13 64 :Me 120.307 1 th• 3251 6 325Z ':i5'_.,.-,:.;• » -.; ;i :;r.:.; ' [} `f f .. m�a�x Wait .113 8 r 443. 19.048 1 .034 3 .057 2 .015 13 ;0 112.287 ww 3253 7 max .113 8 19.048 1 .034 8 .057 2 .012 5 104.267 1 >14< »MIJ15, »; „ �.4 : > ><£144 3255 8 max .113 8 19.048 1 .034 8 .057 2 .023 4 96.246 1 m►f :.14. 64:::6 x'14::: ::...01a >48.238: 3257 9 Max .113 8 19.048 1 .034 8 .057 2 .036 8 88.226 1 3259 10 max .113 8 ::......4..........1.4. 19.048 .034 .057 .05 80.205 1 3261 11 max .113 8 19.048 .034 8 .057 .064 8 72.185 1 :.T... . 111)}1:: i. 7 3263 12 max .113 8 19.048 1 .034 8 .057 2 .078 8 64.165 1 3265 13 max .113 8 19.048 1 .034 8 .057 2 .093 8 56.144 1 3260 3267 14 `t11i max O5C :: =1:4::«`:`: .113 19.048 .034 .057 2 .107 126 :141:VA4i: 48.124 1 3269 15 max .113 8 ' n I*: 19.048 1 .034 .057 2 .121 8 40.103 1 3271 16 max .113 8 19.048 1 .034 8 .057 .135 8 32.083 1 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: /04 Envelope Member Section Forces (Continued) ?�y, Member Sec Axial[k] 3272'. , i; '.: •. '.; ; <l:' 'P . ": Y :.: ' ...,,..;y..' fr....;,.:... 3273 17 max 3274 3275 18 max AZT 6: «` >> 3277 .113 .113 LC y Shear[ki LC z Shea k LC Torque k -ft LC y -y Momen... LC z -z Momen.. LC 11:......,048 ......' 4.....16. 82...:.14.: 8 19.048 1 .034 8 .057 2 .15 8 24.062 1 Me . 8 19.048 1 .034 8 .057 2 .164 8 16.042 1 .113 19.048 1 .034 8 .057 2 .178 8 8.022 1 .......:.. 3279 20 max 3280 .113 8 19.048 1 .034 8 .057 2 .193 8 .01 10 1'' ;: m'` < Wit::.: = : >:::;1 3281 M89 1 max .013 8 17.515 1 .003 14 -.047 11 .045 8 140.12 1 3283 max 3285 3 max 3 3287 4 max 3289 5 max 3291 6 max .013 8 17.515 1 .003 14 -.047 11 .041 8 132.745 1 .013 17.515 1 .003 • 14 -.047 11 .037 125.37 .013 8 17.515 1 .003 . 013 8 17.515 1 . 003 14 -.047 11 .034 14 -.047 11 .03 8 117.995 1 8 110.62 1 .013 8 17.515 1 .003 14 -.047 11 .026 3293 7 max . 013 8 17.515 1 .003 14 -.047 11 .023 8 95.871 1 $234_;. <:rr glir 3 295 8 max ` "3 .013 8 17.515 1 .003 14 -.047 11 .019 8 88.496 1 3297 9 max 3299 10 max 3301 11 max .013 8 17.515 1 .003 14 -.047 11 .015 8 81.121 1 14 : .013 8 17.515 1 .003 14 -.047 11 .012 8 73.746 1 ...:.... 5........1.4.........009...... .013 8 17.515 1 .003 14 -.047 11 .008 4 66.371 1 ............. 3303 12 max 3305 13 max -8 .013 17.515 .003 14 -.047 11 .005 58.996 .013 17.515 I .003 : >:.:: >;;::> -.OED 2 00 <:: <::.; > >1 >::: »:- 29:$x;: 14 -.047 11 .005 13 51.622 3307 14 max 3. 3309 15 max 331 3311 16 max . 013 8 17.515 1 .003 14 -.047 11 .006 13 44.247 1 .013 8 17.515 1 .003 14 -.047 11 .007 14 36.872 1 .013 8 17.515 .003 14 -.047 11 .009 14 29.497 1 3313 17 max .013 8 17.515 1 .003 14 -.047 11 .01 14 22.122 1 3315 18 max 3317 19 max fx. 3319 20 max • 3320: <� > << >� ..t1 3321........ M90:::..... .::1;.: max 3323 2 max 3. .013 8 17.515 1 .003 14 -.047 11 .011 14 14.748 1 :. ..:......1:.....:. ».:.,0.09:: .013 8 17.515 1 . 003 14 -.047 11 .012 14 7.373 1 • ::<.... .1.4:.... .013 17.515 .003 14 -.047 11 .014 14 .005 10 2.266 6 1.99 6 2.739 1'1 ` ` 1 ` - :-:;989 .295 14 -1.932 12 .011 10 `f - 2.266 6 1.99 6 2.739 5 .295 14 -1.83 12 -.131 11 ..: ..:.: ::.....: ::.:...:..::..:... RISA -3D Version 9.0.1 [ Q:\. .. \... \... \Ca[culations\Chiiier Platform 1 -2 snow.r3d) Page 148 • 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 -ftQ LC y -y Momen... LC z -z Momen.. LC 3325 3 max 2.266 1.99 6 2.739 5 .295 14 -1.728 12 -.261 11 33 3327 4 max 2.266 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 max 2.266 1.99 6 2.739 5 ,,,:31 >i '1::x23.5 :1i: s;i•.••s i:'•: .295 14 -1.422 12 %•.6, : 3333 7 max 2.266 6 1.99 6 2.739 5 .295 14 -1.32 12 -.781 11 33. ........... . _:. R ,/ {� may✓ 3335 8 max 2.266 1.99 6 2.739 5 .295 14 -1.218 12 -.911 11 3337 9 max 2.266 6 1.99 6 2.739 5 .295 14 -1.116 12 -1.041 11 3339 10 max 2.266 6 1.99 6 2.739 5 .295 14 -1.014 12 is •:::1:1�66� <ii ii:1'/.: -1.171 11 • 3341 11 max 2.266 'J {.:I ;{.{may :i::::::::::::: :» ::::::: r, ..... .. •. -.: !::v ".: i:.: . : 1f.�!•-.T - :::iiii:; iiil ii'ii' iii:<!:iii!:i:�.iiii::i `: ............. .............................I' Olt#:::::< ::::��3$2:::«::::::'�.......... 1.99 6 2.739 .295 14 -.912 12 -1.301 11 - x:085 <6 3343 12 max 2.266 6 1.99 6 2.739 5 .295 14 -.81 12 -1.431 11 2......... .8..7........:8 <;:..::2= �t}�`'� >f 3345 13 max 2.266 6 1.99 6 2.739 5 .295 14 -.708 12 -1.561 11 3349 15 max 2.266 1.99 2.739 .295 14 -.606 12 .295 14 -.504 12 -1.691 11 -1.821 11 413$f" 3351 16 max 2.266 6 1.99 6 2.739 5 Marl :Mt 4 .295 14 -.402 12 922E:::1 -1.951 11 3±5, .....'€.1 : ............... .:... -- ..47.......5... 3353 17 max 2.266 6 1.99 6 I 2.739 5 .295 14 -.3 12 -2.081 11 .........�c... 0:4430:-.::' y♦,yv...:•; . , �i ?�.'•: {. <� ::: �::.9!i!I f iiii: i::.• . i; xVAIn:a ::4.::. 3355 18 max 2.266 6 1.99 6 2.739 5 .295 14 -.199 12 -2.211 11 3357 19 max 2.266 6 1.99 6 2.739 'sARti >:'': .295 14 -.097 12 -2.341 11 3359 20 max 2.266 6 1.99 6 2.739 5 .295 14 .007 4 -2.472 11 3361 M91 1 max 2.007 2 -.007 11 -.911 14 0 1 5.5 4 -.015 11 336` 2. 1 782<= ::::1: >'�:::::;:: >:; - - -.. 4.:<:� . <: :::> .; ....: ........... ,- '.�:::;:2::75'1::;<:<::.:4.; : <::«; >;;<€�< ><: »�:�:;;<>'#< ,,,.� 81:8:: 3363 2 max 2.007 2 -.007 11 -.911 14 0 1 5.21 4 -.014 11 3365 max 2.007 -.007 11 -.911 14 4.92 6 4 62 3367 max 2.007 -.007 11 -.911 14 4.631 ate:: -.014 11 ",:,= ::off]::: »:'? -.013 11 } ' :- Ii ::i: ;ii.� ::ii: ii!�ii � :� ':::iiii i ::i: J!f: '�.i s:.::�5^..� � y�� � !yam y,�{[ ii iii: � {. ::Y........ �.:: �::.�::::: � : �.Y.�!Y��: ::::: 3369 5 max 2.007 2 337.0 -.007 11 -.911 14 0 1 4.341 4 ................iM�.........: M.......... iii.i L- �1....... �. -. - ..... -.. M.....:..:::::. �: ::.::•:::.�i.Y�v.W..::::::::� :: -.012 11 3371 6 max 2.007 2 -.007 11 -.911 14 ._...�{..{.!... . } {y a. ..:: . . 1 .:.:.... ......O�:ii >:vi >::::' :::::::i:::. 0 1 4.052 4 -.012 11 3373 max 2.007 -.007 11 -.911 14 0 1 3.762 4 3375 8 max 2.007 , 2 -.007 11 -.911 14 1 3.472 ............. .... ::3::0:ii -.011 11 3377 9 max 2.007 -.007 11 -.911 14 0 1 3.183 -.01 11 RISA -3D Version 9.0.1 [ Q:\. .. \... \... \Calculations\Chiller Platform 1 -2 snow.r3d] Page 149 0 :.::..:......:.:. . 0 462 .462 ...:.. ....... :::: .462 14 tO 14 14 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 10 max 3391 la92 3393 3394 3399 3401 3403 4O4? 3405 3407 3401 ........................... Axial k LC Shea k LC 2.007 -.007 ° $2 <`? :x:01~= :<:;: <: 2.007 -.007 Q2 AA a max 2.007,•: - .007::.. z Shea LC Tor.ue k -ft LC - Momen... LC z -z Momen., LC -.911 14 0 2.893 -.009 - �'�9r< :- `<< <;�<` ..,..== :9.55.,..,, -.911 14 0 2.604 -.911 14 0 2.314 2.007 -.007 11 -.911 2.007 -.007 11 -.911 max <« <> 2.007 2 -.007 11 -.911 14 0 ::2:71519 0 0 - .008 - .007., 2.024 7.007 1.735 -.006 1.445 -.005 2.007 j8:: 2.007 -.007 max il© Ill FA[7 > =<' 18 max 2.007 • 2.007 0yy0 4';'x`82.::.: -.007 2 max 2.007 M92 ....... :: 2.487 -.007 -.911 14 1.156 .......866....... 0 .576 -.911 0 -.005 -.004 -.001 .,••> i ; ;• • 2.839 .................. 2.487 2.839 Q f �} 2.487 2.839 2.487 1 2.839 7v2 > < »: ©m max 2.487 ........................ < <` 2:21:5:':;:!;' MAIMEN 2.487 8 max 0> 2x216 3409 E� 2.487 1 2.487 6 2.839 6 2.839 p 2.839 2.839 0 2.839 0 2.688 .462 -1.9 .031 2.688 .462 -1.8 -.168 •AZi ....:'i.$�irf``� .::. !i..V9i`- 2.688 .462 -1.7 -.353 :Wier 2.688 .462 -1.6 -.537 <952> >» 692< >> 2.688 -1.499 -.722 Mal 4 2.688 2.688 2.688 E .462 .462 • • 14 -1.399 -1.299 -1.091 62- -1.199 -1.275 .462 14 max 2.487 2.839 3421 1 3423 12 max max 2.487 2.$39 2.487 2.839 TEVi 1a 2 3425 326 2.839 `5<2 -! 3427 1 max 2.487 2.839 2.839 .462 14 :t992. .462 , .... 6..2:..... .4443> .462 14 - .7998�0..�( -.999 -.898 -.698 -.598 s46M -.498 -2.197 -2.382 $:1 .$ i , -2.566 Page 150 RISA -3D Version 9.0.1 [ Q:\. .. \... \...\Calculations\Chiller Platform 1 -2 snow.r3d] • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 (/0/ 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Abal[k] LC y Shear[k] LC z Shear[k] LC 3431 16 max 2.487 6 2.839 6 2.688 17 max 2.487 6 2.839 6 2.688 2.487 6 2.839 6 2.688 :::::: 1 : :>1 >1 :>:::::::::':1::75:< <'<<1 .. < : : : <95.2 3435 3437 19 max ?;2 3439 20 max 2.487 3440' 2.487 6 2.839 6 2.688 2.839 6 2.688 3441 M93 1 max 1.707 10 0 10 3443 2 max 1.707 10 0 10 -.814 -.814 3445 3446 ............ 3447 3446 3449 3459:: 3451 3452 max max max max : : 1.707 1.707 1.707 -.814 5 Torque[k -ft .462 6 .462 :::::x:992: >> .462 892 14 14 LC -y Momen.. LC z -z Momen.. LC 14 -.398 12 -2.751 11 14 -.297 12 -2.935 11 14 -.197 12 -3.12 .462 14 -.097 12 -3.304 .462 14 .004 4 -3.488 11 0 1 5.25 4 -.003 10 0 1 4.974 11 11 0 0 0 -.814 2:628 -.814 2:62: -.814 3456 :. 3457 3463: 3459 3461 ........... 3463 304:. 3465 3466; 3467 3:468 3469 34:'9?. max 1.707 Mitt max 1.707 max max 0 0 0 0 0 0 0 0 4.697 -.003 10 -.003 -.003 3.867 Ain: max ;`"'l :564 " 1.707 1.707 1.707 1.707 1.707 tt3i`«: 0 . 0 0 ,.. . 0 14 14 0 0 0 3.314 3.037 2.761 2.484 2.208 -.814 -.003 -.003 -.003 -.003 -.003 1.931 1.654 `:.: 1.378 1.101 -.003 -.003 -.003 -.814 0 0 ....................... 4: M94 max max 1.707 :.: • 2.429 :: ::::::::<:;«::>:::<;<::: »:::::: 3483 2 max 2.367 1.287 i .491 13 .007 4 .22 -.003 -.003 -.002 13 -.503 6 RISA -3D Version 9.0.1 [Q: \...1...1... \Calculations \Chiller Platform 1 -2 snow.r3d] Page 151 • 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 Axdal[kl LC y Shear[kl LC 3485 3 max 2.305 7 ............. ............................... 3487 4 max 2.243 7 z Shear[kj LC TorqueJk -ftj LC y..Y Momen.. . LC z -z Momen.. LC 1.099 11 .429 13 .007 4 .413 .911 11 .367 13 .007 4 .581 .724 11 .305 13 .722 : - - :-';;;;;:: ..;:.;:::;;:..::.;::..;� ::: ...::.:::. :.:.:.;; :007,: >;;;:. 4 .536 11 .243 13 .838 g .0 702 '`i 3489 5 max 2.181 7 3491 max 2.119 7 3493 3494:: 3495 8 6 ...........: :...... 3497 9 3499 3mm .5:00::: > > <'= i':< <<<`' ......................... 10 13 -.926 6 ..,....1..084......1'1.. 13 -1.27 > 07::::: €; 1. 13 -1.536 13 -1.722 6 -1 ftig 13 -1.829 6 13 - 1.857. 6 13 -1.806 6 13 -1.676 6 .348 11 .181 13 .007 4 .927 max .16 11 .119 13 .007 4 .99 ►nil :> . i» .::.: a )2 max 1.934 7 -.027 11 .061 5 .007 4 1.027 max 1.872 7 -.215 11 .071 8 .007 4 1.039 max 2.058 n1;:69 1.996 7 7 3501 11 3503 12 r:. 00�<<<> 14 <i�««<>.....,�.........��08;«€ ''L.... max 1.81 7 -.403 11 .133 8 .007 4 1.024 13 -1.467 6 max 1.754 3 -.591 11 .195 8 .007 4 .983 13 -1.179 6 3505 13 max 1.708 3 -.779 11 .257 8 .007 3 3507 14 3509 15... 10? agann < > » ; > 3511 16 3513 17 3515 18 �:::: :'�,4�� " <' <'�; » >>`'�'t0<' >�'��� max 1.749 2 -1.342 11 .443 8 .007 4 .558 :1 ............. �. iw1f: ��:•: �^: �: :� ;'::':•:::..i�:iii:::::C�:�i: rill.`:: �i��1 4::::>:: ::i.':i�:4:::�:ii:::n.,1•:XY`'. max 1.803 6 -1.53 11 .504 8 .007 4 .408 ; 7'`: ::> >:f�>`��::: ::._±19g »:`E::i'4 .916 13 -.812 6 4 .823 13 -.365 6 .16 6 3517 3519 19 max 1.864 6 -1.718 11 .566 8 .007 4 .327 tt :ai': is '<>: ;X1105 1> < 1'4 > >>: 004> > <> <14 < < `11 .....................2 `�i' ........':>;.:..' �................. �........... 0................................. ............................... . max 1.928 8 -1.905 11 .828 8 .007 4 .539 20 3521 M95 1 3525 3527 3528 3529 3531 3 4 5 6 3533 max 1.988 6 -2.093 11 .69 8 .007 4 .817 max 2.535 1 M t407 >» >1 max .::..... .::::..: �1# max 2.535 max 2.535 1 it max max 2.535 1 max 2.535 1 2.535 1 2.535 1 3535 8 max 2.535 1 .003 6 0 .764 6 1.448 6 4 2.211 ..:................... 8 3.052 3.973 6 ......:.....:........... 14.....24:z7..3i:" 0 1 > i ' ? > » l 0 1 0 1 .003 6 0 1 0 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 .003 6 0 1 0 1 0 1 0 1 .003 6 0 1 0 1 0 1 0 1 .003 6 s.. 0 1 0 1 ...:::.: .:.: .......... 0 1 0 1 .003 6 0 1 0 1 ............... ...........: RISA -3D Version 9.0.1 [Q:\...1... \... 1Calculations \Chiller Platform 1 -2 snow.r3d] Page 152 Company : Engineers Northwest Inc., PS Designer : DML Job Number 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 04/ 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec 3537 9 533 3539 1 Axial[k] 2.535 3541 3543 3545 3547 3546: 3549 LC y Shear[k] LC z Shear[k] LC Torque[k -ft LC -y Momen... LC z -z Momen.. LC 0 1 .003 6 0 1 0 0 1 .003 1 3551 ............ 3553 355;- 3555 3556 3557 35: 3559 5$0 3561 356: 3563 3564. 3565 35 1 max 2.535 ? »'`' max 2.535 u , 2P -' 7 max 2.535 14 max 2.535 i€ .'1437'» 2.535 0 0 1 0 .003 .003, .003 0 1 0 0...... -... _.._...- ..� ............. �.... 0 1 .003 6 0 1 0 1 0 1 .003 6 0 1 0 0 0 0 0 .003 .003 M96 3572 3573 35?4: 3575 3576 3577 3578: 3579 3581 2 3583 :4 3585 :50 35 ........... 3587 . ............................... max max 2.535..... -.005 .057 .119 .18 .242 ....::::.::. .467 .405 .343 12 12 12 12 1.242 max .3.04 11 ............. max .366 11 :::> 33 :: <<:6`< max ' .428 11 max .49 11 .552 .614 .676 -.001 -.001 -.001 sr: , > :>.... X105:: -.001 -.001 .303 Winftiag .115 -.073 "= 15 max -.001 -.001 .861 11 -.636 6 .365 14 -.001 .473 .579 .658 .711 .739 .74 .715 .664 .588 .485 .356 -1.891 - 2.363 -2.756 -3.537 -3.535 :::::::44,436`... -3.453 .14446:: <::< 12 .201 12 -2.735 11 RISA -3D Version 9.0.1 [Q: \... \... \...1Calculations \Chiller Platform 1 -2 snow.r3d] Page 153 .004 .004 <.0o .003 .421 .692 ...... <` <' 5.65 4.641 • 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 Axia!Fk] LC X Shea ; r[kj r< >:: >::: 1 3591 16 max .923 11 -.824 3593 17 max .985 11 -1.012 i - :a ,. . �... 3595 ,,. .:.....::..:.:.....::..:. 18 max 1.047 11 :i �:: -1.2 LC z Sh kl LC Torque k -ft] LC y -y Momen... LC z -z Momen.. LC ......:. :... .427 14 -.001 12 .019 12 -2.337 11 ..;;; :.46#� "< ................DDS<; >� <F�<`;` >:::...2..�€. ........6........x...1.......6. 6 .489 14 -.001 12 -.04 14 -1.86 11 iiiii > 1> ; < > > -> 528 » »::<1�. >:: >:: >ROtIS:<::<: ,<.6 > <: °<:.::.:.23 .:<: >:::; :1::�::�3D6::< <:6:<: 6 .551 14 -.001 12 .179 14 -1.304 11 1191 1 M97 .....: 1 max 2.968 9 ©IMI 3605 Iffl max 2.844 r 3607 4 max 2.782 5 max 2.72 3603 .i• 2.906 & 1.16 .�• 11 11 11 .531 13 11• .469 .972 11 .407 13 11 .345 ...::. .004 .283 11- .004 12 !Eli 1 -;a: .004 .424 IN -.67 .695 14 .044 0 .21 -.414 6 .784 ate. I< -> .596 .395 II 3 -.749 .553 13 -1.006 .685 13 -1.183 2.666 .409 r max 2.619 2.527 3 -.155 g1>1 7 <:: 2.48 3 -.342 1 11 11 1 13 .004 0 .792 .159 .004 .872 .033 .098 .004 01:431tEi ;AZ 0....: _ .038 5 .004 .954 CROOOM .056 8 .004 4 .956 >«; ». .:.. 1 11 -mm 0 m 13111111.1 ''-i max 2.438 , ''''''''' iiiiiiii111::::::::,:: „::::::: I:: ' * ..179 ::............. �e�}}yy QQ .0�0jl4 =t::::.E.'::::."::".""""""?'""""".E.'"""''.""'"""1""i3" max :: %� .:off: -0.ixi::i'i �' .i:�Vkil�+- +' %i;' %:: 2.473 -.906 .004 3627 14 max 2.519 2 -1.094 1 .004 3620 :127::;:: ; s 3 €<> > 002>€ ::: 3619 3621 2.438 -.53 .117 8 .004 .932 3629 3631 ®max 2.565 2.612 3633 1 max 2.658 • :...........................:: :: 2.71 .882 I0II b x -1.281 -1.3 1:849 >> -.882 . >' -1 90 -.585 -.208 6 11 Q5 .VQVV .427 .004 B .575 13 :44r 3637 40 1#! 3639 3641 liiggigginfign M98 .004 I I.004 002` < 1 .004 IF :::::4302;':::::: • .489 .... -1.845 11 .551 -2.033 -2.22 0 .42 13 1.396 6 -5 =" 2.088 6 A: . 8 9 1 .199 3.711 1 RISA -3D Version 9.0.1 [Q: \... \...\... \Caicuiations \Chiller Platform 1 -2 snow.r3d] Page 154 • Company : Engineers Northwest Inc., PS Designer : DML Job Number : 99136045 Sabey Data Center - SDC - 42 Jan 26, 2011 V 2:19 PM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[kl LC Torque[k ft LC -y Momen... LC z -z Momen.. LC 3643 max 2.454 1 .003 3644 3845 max 2.454 4 max 2.454 5 max 2.454 3647 3649 ..: ............. 3651 .003 11'. .003 .003 AMON Q6 `a fi:.. '1 max 2.454 .003 3653 max 2.454 .003 a54 ..................... -11' ; >: <- 3655 max 2.454 .003 ax 2.454 Y • :... � .:...2.454... ®max 2.454 ®m 2.454 s a 41) 3665 303€P .122 m� a `' [ > >< ax .184 11 1.149 • 10 10 .309 .247 -.004 MMO -.004 .312 .429 • -1.164 -1 :627 2.454 0 0 0 0 0 .003 .003 .003 .003 36 1 m 2.454 .003 .003 1 max 2.454 .003 '04 1 2.454 1 .003 5 ill© 2.454 1 r max 2.454 0 0 0 0 •`iii '{i0 ii',,.iii' 0 0 2.454 .003 i m 2.454 .003 • 35S %!: M99 IX -.002 11 1.712 10 .432 -.004 E< 3685 .06 11 1.525 m .371 -.004 .169 -.621 ©m 3689 max 3691 3693 .246 11 .961 10 .185 12 -.004 .52 -2.011 max .308 11 m .37 11 m -.004 .585 12 -2.317 m+ 3695 8 max .432 12 -.004 12 .623 12 -2.543 ::::# . MOOTS .��y�.y.� 4. . �. I.:! i%::: L !:Y�:!�::: }::; {:'4 M: �!^�.:i ::i::i .;{��l..�^y. �/,�7 AIX 11 .398 10 0 12 -.004 12 .636 12 -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) 3686 : 3697 3698 3699 3700: 3701 Member Sec Axial k LC Shea k LC ........................ 3703 3704 3705 3706: 3707 0 3709 3710: 3711 3713 Rill 3715 3717 3719 3720 3721 EZEN 3723 EMI 3725 9 10 Min .493 .555 16 M94A 3726: 3727 728:. 3729 18 mai .617 .679 .741 • m m m .21 m .022 10 EM -.165 -.353 10 EN 10 10 z Shea k LC -.04 .022 EM KO .083 .145 10 .0 8 3 .865 .927 m m El KU m m s m m .989 19 20 min rrir1€ Om ©M MEE Om ©M 3730 3731 3733 3735 3737 3739 374. 3741 EELFA 3743 3744 3745 .746: 3747 3748.. 6 8 9 MIRE 10 rntt1: MEM mEM 1.05 1.112 1.174 -1.324 -1.324 15i1> -1.324 :59; -1.324 -1.324 -1.324 4 -.729 10 -.917 -1.104 -1.292 ES .207 14 KM KO El rE m m m .269 10 10 ffM -1.48 10 EM -1.668 -1.856 10 .331 Tor. ue k -ft -.004 .393 .455 10 10 LC Momen... LC z-z Momen... LC -.004 -.004 is -.004 WE KEA EM El El El KR EM 0 0 0 KEE 0 0 0 0 0 -.004 .517 m ffl m rEm m m 10 .01 10 10 10 10 ffM -1.324 -1.324 -1.324 -1.324 10 ffn 10 10 10 EM .01 .01 .01 .01 .01 .01 .01 .01 -1.324 -1.324 -1.324 -1.324 -4 189 10 10 10 10 10 .01 .01 .01 .01 .01 LEI KO KO KEA KO KO KU .579 .641 .03 .03 .03 -.004 -.004 8 -.004 .623 .583 -.004 -.004 KO 8 -.004 -.004 .518 KB KEll m El .426 .309 .165 -.005 -.2 -2.758 -2.747 .002 KO .03 i.! 1 .03 .03 8 8 8 .002 .002 .002 02` .03 .03 .03 .03 .03 8 8 .002 .002 8 8 KO 8 14: .03 .03 .03 8 8 .002 .002 .002, .002 ........... .002 8 8 .002 .002 .002 -.272 -.067 -2.657 El Ell El -2.487 -2.239 ••'R959 -1.912 -1.505 -1.02 -.455 14 .164 .42 .058 .055 .051 spa .048 .044 .041 4 0 4 EJ 4 .037 .034 .032 .029 .027 in NEI KEI KEA KO El El KEA Ell El BEI El mi m 0,,..:.028 © El KU Ell .188 .911 1.713 .027 .028 .109 Ell El El KO KO LEI El Ell El El El El El KU KU .1 .09 .08 .071 .061 .054 .048 .041 .035 .028 .031 .038 SRO .046 RISA-3D Version 9.0.1 [QA...\...\...\Calculations\Chiller Platform 1-2 snow.r3d] Page 156 • • • 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 -ftt LC y -y Momen... LC z -z Momen... LC 3749 15 max -1.324 10 .01 13 .03 8 .002 4 .028 3 .054 2 rlitiil> 3751 16 max -1.324 10 .01 13 .03 .002 4 .029 3 .062 4 rtiri 3753 17 max -1.324 10 .01 13 .03 8 .002 4 .03 4 .075 4 aw <4 3755 18 max -1.324 10 .01 13 .03 8 .002 4 .031 8 .091 8 1023t,"' 3757 19 max -1.324 10 .01 13 .03 8 .002 .034 8 .107 8 MO TM :l rf}✓ 2 3:::::;1'i�`2f'::Ji'!!V2_:i ?: 3759 20 max -1.324 10 3760 3761 M95A 1 .01 13 .03 8 .002 4 .036 8 .124 8 max -3.047 10 .026 5 .025 12 .001 .052 13 .162 5 3763 2 max -3.047 10 .026 5 .025 12 .001 4 .05 iiY:i•: 13 .144 5 3765 3 max -3.047 x;$)464 > >, 10 .026 .......... 5 .025 12 .001 .047 .igEgNOIC:11 13 .127 5 3767 4 max -3.047 10 .026 5 .025 12 .001 .044 13 .11 5 :mite::: 3769 max -3.047 10 .026 5 .025 12 .001 .041 13 .093 �.. ,...,,,11.x.,,... 3771 6 max -3.047 10 .026 5 .025 12 .001 .038 13 .075 5 AZ 3773 7 max -3.047 10 .026 5 .025 12 .001 4 .035 13 .058 5 3775 8 max -3.047 10 .026 5 .025 12 .001 4 .032 13 .041 5 377:6 . ..•:::........:... ............. ...:....... i;i5�iu:':'.:'. 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X..5 89 M95 6X15 81$ 91 M97 6X15 6X 15 :M98:* 93 M99 6X15 .771 0 4 .734 0 4 .143 24l .137 0 ■4 63.184 64.024 7.275 7.275 1.524 H1 -1b .013 ;4:. ;8. .257 8 .211 3.579 8 1< 13 .006 .096 .082 0 63.184 :96;284; 96.284 8 2 96.284 2.:96.x$4..... , .. . Lam] 8 X73 96.284 64.024 7.275 34 132.635 10.834 132.635 10.834 132.635 10.834 7.275 25 1.313 24.406 25.364 25.364 2.509 1.168 H1 -1b H1 -1b H1-lb H1 -1b 95 M95A 3X3X4 .273 0 3 .011 0 ©8 97 M97A 3X3X4 .340 0 3 .014 0 y5 7.747 1 7? 7.747 31.042 - Code ... 11 31.042 - Code ... RISA -3D Version 9.0.1 [ Q:1. ..1... \... \Calculations\Chiller Platform 1 -2 snow.r3d] Page 161 • IENJ\\T ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 99r56 O ,5^ PROJECT SD C - Z DATE 1— T `/ SUBJECT C4l)(LV 4/',��f,(/ SHEET OF BY /C %A 2- 12,Pr`e0_ z 260( r 33Uoo 140. P 7Y 1C � '21.7 2. 3_ ., 'x 3...3.;0 �S ) ,._r --•, : ,�t : 7: 29 01 , ITh: , '1'-°b #694, •142, ,.tYl, ' .0 10 -01 -2012 JESICA ROGERS 12212AVN KENT WA 98032 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. M11 -020 SABEY DATA CENTER - SDC42 3355 S 120 PL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/17/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 11/17/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall t Technician File: Permit File No. M 11 -020 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 06 -30 -2011 JESICA ROGERS 1221 2 AV N KENT WA 98032 Gity of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit Application No. M11 -020 3355 S 120 PL TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 02/04/2011, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 08/03/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. M11 -020 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 April 29, 2011 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jesica Rogers Hermanson Co 12212AvN Kent, WA 98032 RE: Correction Letter #2 Mechanical Permit Application Number M11 -020 Sabey Data Center — 3355 S 120 PI Dear Ms. Rogers, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Fire Departments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Fire Department: Al Metzler at 206 -575 -4407 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) 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. Corrections /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 (206) 431 -3670. Sincerely, .fer M: shall t Technician 11 -020 W:\Pennit Center \Correction Letters \2011\M11 -020 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ■ Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo #2 Date: April 25, 2011 Project Name: Sabey Data Center — SDC42 Permit #: M11 -020 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. In response to Review Memo #1, ventilation calculations were provided to justify the code required battery room ventilation. As this is considered hazardous exhaust and this exhaust is not directly run to the exterior of the building, an analysis from a Fire Protection Engineer would be acceptable to provide justification for this proposal which we are considering an alternate method to the IMC. Please provide this analysis or redesign the exhaust directly to the exterior of the building. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • Tukwila Fire Prevention' Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: April 27, 2011 Project Name: Sabey Data Center — SDC42 Address: 3355 S 120 PI Permit #: M11 -020 (Revision # 1) Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. The total amount of fuel oil (diesel fuel) currently stored in above - ground tanks in the building is 4,000 gallons. International Fire Code, 2009 edition, restricts this amount to 3,000 gallons per building (section 603.3.2.1.) Therefore, no additional fuel oil tanks are allowed in the building. 2. The UPS room must comply with International Fire Code, section 608, STATIONARY STORAGE BATTERY SYSTEMS (copy enclosed). Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 575 -4407. No further comments at this time. • '1 Hermans ®n Hermanson Com an LLP P Y 1221 2nd Avenue North Kent, WA 98032 4 -1 -2011 PROJECT: Sabey DC -42 PROJECT #: 10 -8 -1281 tel 206 -575 -9700 fax 206 - 575 -9800 RE: Correction Letter #1 Mechanical Permit Application Number M11-020 Sabey Data Center — 3355 S 120 P1 • The corrections letter dated March 17, 2011 for Building Division Review Memo is addressed in the following: Plan Submittals: Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied. 1. An exhaust system is required for the UPS room to limit concentrations of hydrogen off - gassing. This system should extend to the exterior of the building and it is not appropriate to transfer air from the UPS room to other rooms or spaces in the building. Specifically, the two 6x6 relief openings and the transfer duct from the UPS room to the generator room should be eliminated and replaced with an exhaust system to the exterior of the building. This exhaust will need to comply with sections 502.4 and 502.5 of the IMC. Response: As was discussed in a meeting at the City of Tukwila between Bob Winfrey of Callison Architects and City of Tukwila calculations have been provided on sheet M0.02 in "UPS Room Ventilation Calcs ". 2. An exception was used from the IFC to allow up to 3000 gallons of fuel storage in the generator room provided certain conditions were met. There are other generator rooms in this facility and if any of those are not in rooms of fire rated construction, their fuel quantities would need to be added to the amount proposed for this project. Please provide the enclosure conditions of the other generator rooms and total quantities of fuel for all tanks not in the fire rated rooms. Response — As was discussed in a meeting at the City of Tukwila between Bob Winfrey of Callison Architects and Al Metzler of Tukwila Fire Department, it was indicated that the existing tanks are listed as UL -2085 and it was agreed that they meet the one hour rating. 3. HVAC shutdown for the 3 CRAC units in the UPS room is noted as being on the supply side. The 2009 IMC requires shutdown upon smoke detection from the return side. Response - will comply, revised smoke detectors location to return air side as indicated on M0 -04. 4. Notes provided on sheet M0.03 refer to installation of a remote keyed switch to override emergency HVAC shutdown on AHU's. It would not seem appropriate to override a life safety system. Please provide code complying justification for these override controls. Response — As was discussed in a meeting at the City of Tukwila between Bob Winfrey of Callison Architects CORRECTION 1%1 � 1%., O2.0 RECEIVEDMechanical Construction, Engineering and Service APR 112011 PERMIT CENTER www.hermanson.com • • 3) Hermanson and Al Metzler of Tukwila Fire Department, it was indicated a bypass switch will be installed to allow override during smoke exhaust mode. 5. Structural calcs were provided but there are no structural plans. Were the calcs and plans provided under a building permit? Please clarify. Response - Structural plans and calculations were submitted under the building permit application; in addition a separate wet stamped structural calcs package was included No additional corrections should be required. 6. Please note on drawings M0.02, M2.02A, M2.03 and M2.R1 a packaged rooftop heat pump is added to the roof and will become part of this permit, additional fire dampers and rated shaft are shown. In addition, two sets of wet stamped structural drawings and wet stamped calculations are provided. 1 • • Hermanson The corrections letter dated February 14, 2011 for Fire Prevention Review Memo is addressed in the following: The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Provide the total gallons of diesel fuel currently stored in the building, and the total gallons of diesel fuel being stored above ground for the entire site. Response: There are (6) underground 40,000 gallon diesel storage tanks on the project site (at the physical address 3355 S. 120th Pl.) Within the building there are 4,000 gallons of diesel fuel currently stored in the building in tanks complying with UL -2085, in the following quantities: Phase 1: 500 gallons Phase 2: 500 gallons West Expansion: 500 gallons. Phase 5: 1000 gallons Phase 6: 1500 gallons 2. What is the existing sprinkler density in the room or area that the new tank will be located? Response: The existing sprinkler density in the area that will become the generator room, which is where the new tank will be located, is 0.30 GPM designed over a 3,250 square foot remote area. Sincerely, HERMANSON COMPANY, LLP Mark Glodowski Senior Mechanical Engineer Copy: Project File Bob Winfrey — Callison Architecture Inc. Lisa Ulrich - Hermanson Company Encl: Mechanical Drawings M0.02, M2.01, M2.02A, M2.03 and M2.R1. Structural drawings and calculations • City of Tukwila Jim Haggerton, Mayor March 17, 2011 Department of Community Development Jack Pace, Director Jesica Rogers Hermanson Co 12212AvN Kent, WA 98032 RE: Correction Letter #1 Mechanical Permit Application Number M11 -020 Sabey Data Center — 3355 S 120 PI Dear Ms. Rogers, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Fire Departments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Fire Department: Al Metzler at 206 -575 -4407 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) 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. Corrections/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 (206) 431 -3670. Sincerely, 7,,X Bill Rambo Permit Technician encl File: M11 -020 W:\Pennit Center\ Correction Letters\2011\M11 -020 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Tukwila. Juilding Division Dave Larson, Senior Plan Examiner Date: March 16, 2011 Project Name: Sabey Data Center- SDC42 Permit #: M11 -020 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. An exhaust system is required for the UPS room to limit concentrations of hydrogen off-gassing. This system should extend to the exterior of the building and it is not appropriate to transfer air from the UPS room to other rooms or spaces in the building. Specifically, the two 6 X 6 relief openings and the transfer duct from the UPS room to the generator room should be eliminated and replaced with an exhaust system to the exterior of the building. This exhaust will need to comply with sections 502.4 and 502.5 of the IMC. 2. An exception was used from the IFC to allow up to 3000 gallons of fuel storage in the generator room provided certain conditions were met. There are other generator rooms in this facility and if any of those are not in rooms of fire rated construction, their fuel quantities would need to be added to the amount proposed for this project. Please provide the enclosure conditions of the other generator rooms and total quantities of fuel for all tanks not in fire rated rooms. 3. HVAC shutdown for the 3 CRAC units in the UPS room is noted as being on the supply side. The 2009 IMC requires shutdown upon smoke detection from the return side. 4. Notes provided on sheet M0.03 refer to installation of a remote keyed switch to override emergency HVAC shutdown on AHD's. It would not seem appropriate to override a life safety system. Please provide code complying justification for these override controls. 5. Structural calcs were provided but there are no structural plans. Were the calcs and plans provided under a building permit? Please clarify. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • Tukwila Fire Prevention 13ureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: February 14, 2011 Project Name: Sabey Data Center SDC42 Address: 3355 S 120 PI Permit #: M11 -020 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Provide the total gallons of diesel fuel currently stored in the building, and the total gallons of diesel fuel being stored above ground for the entire site. 2. What is the existing sprinkler density in the room or area that the new tank will be located? Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 575 -4407. No further comments at this time. copv. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -020 DATE: 06 -23 -11 PROJECT NAME: SABEY. DATA CENTER - SDC42 SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued D ARTMENTS: W �1 Building ivlsion Public Works ❑ J A" 01' okjki Fire Prevention tig Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 06 -28 -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 [P Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -26 -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 • • PE T COM PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -020 DATE: 04 -11 -11 PROJECT NAME: SABEY DATA CENTER - SDC42 SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPAR MEN S: uulilding Ivision Public Works A ` Fire Preventio V.I■ Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 04-12-11 Not Applicable 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 n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-1 0 -11 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only p,t' CORRECTION LETTER MAILED: V`[I [n x'11,1 Departments issued corrections: Bldg Fire Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • PEMITP4I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -020 DATE: 02 -04 -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 DEPAR MEN S: �. 49-4\ �`�� �S �-- �uilding Ivlslon Fire Prevention Public Works Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: [X1 Incomplete DUE DATE: 02-08-11 Not Applicable 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 y Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 03-08 -11 Approved n Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ' I1 1 Departments issued corrections: Bldg Fire Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 City • Tukwila 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 SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: M 1 1 - 020 ❑ Response to Incomplete Letter # [l Response to Correction Letter # 2- ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: SIUh i111 NAIL C' Ml-r/v D 41- 5S 6, P b *1 :J i/m *51i Phone Number: Summary of Revision: RECEIVED JUN 23 2011 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: b k_ W si Vg Entered in Permits Plus on (D — t' - ( I H:\ pplicalionsTonns- Applications On Line\2010 Applications V7-2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 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: 'J'I i I 11 Plan Check/Permit Number: WI -010 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: 50C -42 3355 S - \2041^ 1'lo -cam Contact Person: ..es `cci". 4?-00riC Phone Number: 2.06 - 515 -11D0 Summary of Revision: S.lA, 1$4 s aliCENED COMM TUKWILA APR 1 12011 PERMIT ChhtTEP Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created: 8-13-2004 Revised: 7 -2010 Contractors or Tradespeople ter Friendly Page 0 General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name HERMANSON COMPANY LLP UBI No. 602004844 Phone 2065759700 Status Active Address 1221 2Nd Ave N License No. HERMACL005BJ Suite /Apt. License Type Construction Contractor City Kent Effective Date 1/11/2000 State WA Expiration Date 8/25/2012 Zip 980322945 Suspend Date County King Specialty 1 General Business Type Limited Liability Partnership Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HERMAC*016RN HERMANSON CORPORATION Construction Contractor General Unused 1/11/2000 8/21 /2002 Archived HERMAC'217NT HERMANSON CORPORATION Construction Contractor Air Heat,Ventilation,Evaporat Metal Fabrication 8/30/1979 8/21/2000 Archived Business Owner Information Name Role Effective Date Expiration Date NICOLAISEN, KNUT H Partner /Member 08/05/2010 Bond Amount BROCK, DANIEL L Partner /Member 08/05/2010 929381801 FOX, DEAN M Partner /Member 08/05/2010 HENGEL, STEPHEN A Partner /Member 08/05/2010 TRAVELERS CAS & SURETY CO DYCKMAN, KENNETH A Partner /Member 08/05/2010 01/01/2006 ROBINETT, PAUL J Partner /Member 08/05/2010 HERMANSON, RICHARD L Partner /Member 01/01/1980 ALMON, KEVIN Partner /Member 01/01/1980 08/05/2010 MACDONALD, JAMES Partner /Member 01/01/1980 08/05/2010 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 WESTERN SURETY CO 929381801 01/01/2006 Until Cancelled $12,000.0012/01 /2005 3 TRAVELERS CAS & SURETY CO 0815103514123BCM 07/22/2001 Until Cancelled 01/01/2006 $12,000.00 08/21/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 9 American GL0370326107 08/21/2010 08/21/2011 $1,000,000.00 08/18/2010 Zurich Ins Co ZURICH 8 AMERICAN INS GL0370326106 08/21/2008 08/21/2010 $1,000,000.00 08/24/2009 CO 7 AMERICAN GL03703261 08/21/2004 08/21/2008 $1,000,000.00 08/20/2007 ZURICH INS CO 04 6 AMERICAN ZURICH INS CO GL03703261 03 08/21/2004 08/21/2007 $1,000,000.0008 /18/2006 https://fortress.wa.gov/lni/bbip/Print.aspx 07/08/2011 Sioo (� A AC ACH ACT AD ADD'L AFF AFG AHU ALU M AMP /AMPS AP ARCH BC BDD BF BHP BLDG BOD BOP BOT BS BTU BTUH CAP CC CD CDWR CDWS CFM CHWR CHWS CLG COL CONC COND CONN CONT CONTR COORD COP CT CU CW CWBDD. DB DBA DDC DEFL DEG DG DIA DM PR DN DT DWG EX H EA EAT EC EER EF EFF EL ELEC /ELECT EP EMCS ENT EQUIP ESP EWT EXIST F FAC FD FDC FF FIC FI0 FLA FLEX FLR FOB FOIC FOS FOT FP FPM FSD FT FUT FV G GA GALV GC GEN GPM GR GRD GWB HD HORIZ HP HR HSPF HT HWTG HWR HWS HX MECHANICAL ABBREVIATIONS AMPS AIR CONDITIONING AIR CHANGES PER HOUR ACOUSTICAL TILE CEILING ACCESS DOOR ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT ALUMINUM AMPERAGE ACCESS PANEL ARCHITECT BEADED COLLAR BACKDRAFT DAMPER BELOW FLOOR BRAKE HORSEPOWER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR CAPACITY CONTROLS CONTRACTOR CEILING DIFFUSER /CONDENSATE DRAIN CONDENSER WATER RETURN CONDENSER WATER SUPPLY CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY CEILING COLUMN CONCRETE CONDENSATE CONNECT /CONNECTED /CONNECTION CONTINUOUS /CONTINUATION CONTRACTOR COORDINATE COEFFICIENT OF PERFORMANCE COOLING TOWER CUBIC /CONDENSER UNIT DOMESTIC COLD WATER /CONDENSER WATER COUNTER WEIGHT BACKDRAFT DAMPER DUCTBOARD /DRY BULB DECIBEL DIRECT DIGITAL CONTROL DEFLECTION DEGREE/ DEGREES MODULAR DIFFUSER (GWB CEILING) DIAMETER DAMPER DOWN MODULAR DIFFUSER ( "T -BAR" CEILING) DRAWING EXHAUST EACH ENTERING AIR TEMPERATURE EGGCRATE GRILLE /END CAP /ELEC CONTRACTOR ENERGY EFFICIENT RATING EXHAUST FAN EFFICIENCY ELEVATION ELECTRICAL /ELECTRIC END PLUG ENERGY MANAGEMENT CONTROL SYSTEM ENTERING EQUIPMENT EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXISTING FAHRENHEIT FIRE ALARM CONTRACTOR FIRE DAMPER FIRE DEPARTMENT CONNECTION FINISHED FLOOR FURNISHED AND INSTALLED BY CONTRACTOR FURNISHED AND INSTALLED BY OWNER FULL LOAD AMPS FLEXIBLE FLOOR FLAT ON BOTTOM FURNISHED BY OTHERS. INSTALLED BY CONTRACTOR FLAT ON SIDE FLAT ON TOP FIRE PROTECTION FEET PER MINUTE FIRE /SMOKE DAMPER FOOT /FEET FUTURE FACE VELOCITY GRILLE GAUGE /GALLON GALVANIZED GENERAL CONTRACTOR GENERAL GALLONS PER MINUTE GRILLE GRILLE /REGISTER /DIFFUSER GYPSUM WALL BOARD HEAD HORIZONTAL HORSEPOWER HOUR HEATING SEASONAL PERFORMANCE FACTOR HEIGHT HIGH WALL TRANSFER GRILLE HOT WATER RETURN HOT WATER SUPPLY HEAT EXCHANGER HZ BC CW D E MC N N WG PLV KW LAT LB /LBS LD /LIN DIFF LF /LIN FT LPG LVG LWA LWG LWR LWT MAX MAU MBH MCA MD MFR MISC MIN MT MTD MUW N/A NC NG /NGAS NIC NO NPW N -R OA /OSA OB OBD OD P PCF PD PH POC PRESS PSI PSIG QTY R RA RD /RND REF REG REQ RESID RF RG RL RPM RS S SA SAT SD S/D SEER SENS SG SL SM SPEC SO SOG SP SQFT SR SS STRUC T TA TEMP TBD TG TOC TOD TOS TOT TSP TSTAT TYP UH UNO V VIAQC VD VEL VERT VFD VOL W WB WG W/ W/0 w /SF WSEC HERTZ NTERNATIONAL BUILDING CODE NDUSTRIAL COLD WATER NSIDE DIAMETER /DIMENSION NVERT ELEVATION NTERNATIONAL MECHANICAL CODE NCHES NCHES WATER GAUGE NTEGRATED PART LOAD VALUE KILOWATTS LEAVING AIR TEMPERATURE POUND /POUNDS LINEAR DIFFUSER LINEAL FOOT /FEET LIQUID PROPANE GAS LEAVING SOUND POWER LOW WALL GRILLE LOW WALL REGISTER LEAVING WATER TEMPERATURE MAXIMUM MAKE UP AIR UNIT 1000 BRITISH THERMAL UNITS MINIMUM CIRCUIT AMPACITY MOTORIZED DAMPER MANUFACTURER MISCELLANEOUS MINIMUM /MINUTE MOUNT MOUNTED MAKE -UP WATER NOT APPLICABLE NORMALLY CLOSED /NOISE CRITERIA NATURAL GAS NOT IN CONTRACT NORMALLY OPEN /NUMBER NON- POTABLE WATER NON- RESIDENTIAL OUTSIDE AIR OPPOSED BLADE OPPOSED BLADE DAMPER OUTSIDE DIAMETER /DIMENSION PUMP POUNDS PER CUBIC FOOT PRESSURE DROP PHASE POINT OF CONNECTION PRESSURE POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE QUANITY RETURN GRILLE /RELOCATED /RETURN RETURN AIR ROUND REFERENCE REGISTER REQUIRED RESIDENTIAL RELIEF RETURN GRILLE REFRIGERANT LIQUID REVOLUTIONS PER MINUTE REFRIGERANT SUCTION SUPPLY SUPPLY AIR SATURATION SMOKE DETECTOR SLIP & DRIVE CONNECTION SEASONAL ENERGY EFFICIENCY RATING SENSIBLE SUPPLY GRILLE SOUND LINED S P I RA LMATE /S H EETM ETAL SPECIFICATION SCREENED OPENING SLAB ON GRADE STATIC PRESSURE SQUARE FEET SIDE WALL REGISTER STAINLESS STEEL STRUCTURAL TRANSFER TRANSFER AIR TEMPERATURE /TEMPORARY TO BE DETERMINED TRANSFER GRILLE TOP OF CONCRETE /CURB TOP OF DUCT TOP OF STEEL /TOP OF SLAB TOTAL TOTAL STATIC PRESSURE THERMOSTAT TYPICAL UNIT HEATER UNLESS NOTED OTHERWISE VOLT VENT. AND INDOOR AIR QUALITY CODE VOLUME DAMPER VELOCITY VERTICAL VARIABLE FREQUENCY DRIVE VOLUME WALL /WALLS, WRAPPED DUCT WET BULB WATER GAUGE WITH WITHOUT WATTS PER SQUARE FOOT WASHINGTON STATE ENERGY CODE MECHANICAL LEGEND 10X10 , 10X10 .10X1 0 (I OX10 • 10X10 10, X 10X10 ;,'1 10X10 • b GrD 100 100 100 O 100 - 9- EN '2 100 ,1 0 f � M8R _i 6X1_6S_L RECTANGULAR SUPPLY AIR DUCT - TURNING UP OR TOWARD RECTANGULAR SUPPLY AIR DUCT - TURNING DOWN OR AWAY RECTANGULAR EXHAUST OR RETURN AIR DUCT - TURNING UP OR TOWARD RECTANGULAR EXHAUST OR RETURN AIR DUCT - TURNING DOWN OR AWAY ROUND DUCT - TURNING UP OR TOWARD ROUND DUCT - TURNING DOWN OR AWAY FLATOVAL DUCT - TURNING UP OR TOWARD FLATOVAL DUCT - TURNING DOWN OR AWAY DUCT OVERLAP BOOT TAP 45° TAP VOLUME DAMPER CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES /SPLITTERS DUCT MOUNTED SMOKE DETECTOR BACK DRAFT DAMPER FLEXIBLE DUCT AIR FLOW DIRECTION FORCED AIR) AIR FLOW DIRECTION DRAWN AIR) MOTOR OPERATED DAMPER FLEX CONNECTION AIR FLOW MONITORING STATION SMOKE DAMPER FIRE DAMPER COMBINATION FIRE & SMOKE DAMPER SOUND TRAP ACCESS DOORS ACOUSTICALLY LINED DUCT (SOUND LINED) VAV BOX CEILING SUPPLY AIR DIFFUSER (SHOWN WITH REDIRECTED AIR CORE) CEILING RETURN, TRANSFER OR EXHAUST AIR GRILLE SLOTTED DIFFUSER (PLAN VIEW) REVISION CLOUD & TRIANGLE • :0 ROUND DUCT SYMBOL FLATOVAL DUCT SYMBOL DEGREES SYMBOL s POINT OF CONNECTION CD1 -100 GRD TAG IDENTIFIER = TYPE -CFM 80 SIZE TO THERMOSTAT /TEMPERATURE SENSOR HUMIDITY SENSOR SMOKE DETECTOR STATIC PRESSURE SENSOR EXISTING DUCTWORK DEMO DUCTWORK �I WALL - MOUNTED GRILLE 0 PIPE ELBOW UP PIPE ELBOW DN z z DIRECTION OF FLOW DIRECTION OF SLOPE DOWN ] PLUG OR CAP z ® z GAS PRESSURE REDUCING ASSEMBLY SOLENOID VALVE z ® z PUMP z- CHWS CHILLED WATER SUPPLY z---- CHWR -s CHILLED WATER RETURN z RL -s REFRIGERANT LIQUID RS - REFRIGERANT SUCTION NG s NATURAL GAS z- LPG s LIQUID PROPANE GAS CDWS s CONDENSER WATER SUPPLY z-- CDWR s CONDENSER WATER RETURN z-- HWS -5 HEATING WATER SUPPLY HWR s HEATING WATER RETURN z-- COND ; CONDENSATE MECHANICAL GENERAL NOTES 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE 2009 IBC, 2009 WSEC, 2009 IMC & 2009 WSVIAQC. 2. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS NOTED OTHERWISE. 3. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. 4. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 5. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF ADDITIONAL QUESTIONS REMAIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING. 6. ALL STRUCTURAL OPENINGS AND PLATFORMS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 7. DUCT SEALING AND CONSTRUCTION TO MEET SMACNA AND ENERGY CODE REQUIREMENTS. UNLESS OTHERWISE NOTED, LOW PRESSURE DUCTWORK (DOWNSTREAM OF VAV BOXES, CONSTANT VOLUME AC SYSTEMS, TOILET EXHAUSTS, ETC.) TO MEET 2" CONSTRUCTION STANDARDS WITH SEAL CLASS C. MEDIUM PRESSURE DUCTWORK (UPSTREAM OF VAV BOXES, HIGH VELOCITY EXHAUSTS, ETC.) TO MEET 4" CONSTRUCTION STANDARDS WITH SEAL CLASS A. DUCT RISERS IN SHAFTS WITH DAMPERED PENETRATIONS TO MEET 6" CONSTRUCTION STANDARDS WITH SEAL CLASS A. 8. ALL CEILING DIFFUSERS ARE 4 -WAY THROW UNLESS NOTED OTHERWISE. 9. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS AFTER LINING HAS BEEN INSTALLED. 10. OUTSIDE AIR INTAKES ON ALL AIR HANDLING UNITS SHALL BE 10 FEET AWAY FROM ANY FUEL BURNING EQUIPMENT, AND 10 FEET AWAY FROM, OR 3 FEET BELOW ANY PLUMBING VENT OR EXHAUST OUTLET. 11. ALL AIR ECONIMIZERS SHALL BE CAPABLE OF THE FOLLOWING: -0% TO 100% OF THE DESIGN SUPPLY AIR - CONTROLLED BY A CONTROL SYSTEM DETERMINING IF THE OUTSIDE AIR CAN MEET PART OR ALL OF THE BUILDING COOLING LOADS. - INTEGRATED TO PROVIDE PARTIAL COOLING EVEN WHEN MECHANICAL COOLING IS REQUIRED. 12. OUTSIDE AIR INTAKE, RELIEF, AND EXHAUST OPENINGS SHALL BE EQUIPPED WITH MOTORIZED OR GRAVITY DAMPERS WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS OFF OR UPON POWER FAILURE, AS REQUIRED BY ENERGY CODE. 13. THE CONTROL SYSTEM SHALL BE 7 -DAY PROGRAMABLE, CAPABLE OF BEING SET FOR SEVEN (7) DIFFERENT DAY TYPES PER WEEK, AND CAPABLE OF A DEADBAND SEI IING OF AT LEAST 5 DEGREES F (1OT FOR RESIDENTIAL) BETWEEN THE HEATING AND COOLING SETPOINTS. AHU CONTROL SYSTEM SHALL INCLUDE A MICROPROCESSOR R AND BE CAPABLE OFF RESETTING SUPPLY AIR TEMPERATURES BY REPRESENTATIVE BUILDING LOADS. 14. RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF SYSTEM ACCEPTANCE PER THE WASHINGTON STATE ENERGY CODE. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCING REPORT SHALL BE PROVIDED TO THE OWNER. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH SPECIFICATIONS AND APPROVED PLANS. A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. A COMPLETE FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PROVIDED TO THE OWNER. COMMISSIONING, SYSTEM BALANCING, RECORD DRAWINGS AS REQUIRED PER THE WASHINGTON STATE ENERGY CODE. 15. MECHANICAL SYSTEMS SHALL COMPLY WITH SEISMIC RESTRAINT REQUIREMENTS OF THE BUILDING CODE, SMACNA AND ASCE 7. ALL LIFE SAFETY HAZARDOUS MATERIAL RELATED SYSTEMS SHALL BE DEEMED AN Ip =1.5 FOR RESTRAINT METHODS OR AS NOTED ON THE DRAWINGS. REFER TO THE ABOVE NOTED CODES FOR INS- IALLATION REQUIREMENTS AND EXCEPTIONS BASED ON SIZING, WEIGHTS AND MOUNTING HEIGHTS. 16. PROVIDE EARTHQUAKE RESTRAINTS FOR HVAC EQUIPMENT AS REQUIRED BY SMACNA SEISMIC RESTRAINT MANUAL, SEIZMIC HAZARD B. WIRES FOR CEILING SYSTEM ETC. SHALL NOT BE HUNG OFF HVAC EQUIPMENT OR HVAC EQUIPMENT SUPPORTS. 17. PROVIDE FIRE AND COMBINATION FIRE /SMOKE DAMPERS WHERE SHOWN ON PLANS AND WHERE REQUIRED PER CODE. 18. ALL PIPING PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE SEALED WITH AN UL APPROVED FIRE CAULKING. 19. SMOKE DETECTORS PROVIDING AUTOMATIC SHUTDOWN SHALL BE PROVIDED FOR HVAC EQUIPMENT DELIVERING IN EXCESS OF 2000 CFM [INCLIlUDING MULTIPLE UNITS DUCTED INTO COMMON DISTRIBUTION OR RETURN, WITH AN AGGREGATE SUPPLY GREATER THAN DETECTORSOSHALLHBETFFURNIISHED RETURN SYSTEMS BY ELECTRIICAL CONTRACTOR UNLESS NOTED OTHERWISE. POWER- WIRING AND INTERLOCK TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR AS APPLICABLE. 20. ACCESS PANELS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. 21. ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 22. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING SHALL OCCUR: -ALL VERTICAL JOINTS INSIDE THE SHAFT SHALL BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC) -TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE' LENGTH (BY GC).� - ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHALL BE CAULKED (OY -GC). FILLING WITH ROCK WOOL IS NOT ACCEPTABLE -ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING, ...) SHALL BE SEALED ON BOTH SIDES OF THE PENETRATION. - USE SECTION 905 OF THE 2006 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR TIGHT STAIR SHAFT CONSTRUCTION. - ALL DOORS SHALL BE PROVIDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM /SHAFT PRESSURE. 23. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 12 FEET. REFER TO INSTALLATION DETAILS FOR SUPPORT REQUIREMENTS. FLEXIBLE DUCT FLAME SPREAD RATING SHALL BE < 25 AND SMOKE DEVELOPED RATING SHALL BE < 50. USE FLEXIDUCT MODEL G -KM FOR LOW AND MEDIUM PRESSURE APPLICATIONS OR APPROVED EQUAL. INSULATE DUCT PER NOTE 11 ABOVE. 24. LOCATION AND DETAILS OF EQUIPMENT, DUCT ROUTING, AND CONNECTIONS ARE APPROXIMATE. COORDINATE FINAL LOCATIONS WITH OTHER TRADES. INSTALL IN ACCORDANCE WITH APPROVED SUBMITTALS AND DETAIL DRAWINGS WHEN APPLICABLE. 25. FOR RESIDENTIAL INSULATION ON DUCTWORK AND PIPING SEE ENERGY CODE CHAPTER 5 AND TABLES 5 -11 AND 5 -12. DUCT INSULATION (R- VALUE) LAST UPDATED:07 /21/10 DUCT TYPE DUCT LOCATION N -R INSULATION R -VALUE RESID. INSULATION R -VALUE REMARKS SUPPLY, RETURN NOT WITHIN CONDITIONED SPACE: ON EXTERIOR OF BUILDING, ON ROOF, IN ATTIC, IN ENCLOSED CEILING SPACE, IN WALLS, IN GARAGE, IN CRAWL SPACES R -7 R -8 1,2,3 OUTSIDE AIR INTAKE WITHIN CONDITIONED SPACE VARIES R -8 1,2,4,5 SUPPLY, RETURN, OUTSIDE AIR INTAKE NOT WITHIN CONDITIONED SPACE: IN CONCRETE, IN GROUND R -5.3 R -5.0 1,2 SUPPLY WITH <55° OR >105° AIR TEMPERATURE WITHIN CONDITIONED SPACE R -3.3 NOT REQ. 1,2 1. REFER TO ENERGY CODE SECTION 1414.2 FOR FURTHER REQUIREMENTS 2. REQUIREMENTS APPLY TO HEATED AND MECHANICALLY COOLED DUCT SYSTEMS AS NOTED. INSULATED COOLED DUCTS REQUIRED A VAPOR RETARDER (PERM < 0.5) AND SEALED JOINTS. 3. WEATHERPROOF BARRIER REQUIRED AROUND DUCTWORK TO MAINTAIN WATER TIGHTNESS. 4. INSULATE OUTSIDE AIR DUCTS TO BUILDING ENVELOPE LEVEL PER ENERGY CODE CHAPTER 13 UNTIL CONNECTED TO EQUIPMENT SERVED OR TO THE CODE REQUIRED SHUTOFF DAMPER (THEN R -7 FOR REST OF INSTALLATION). 5. R -7 CAN BE USED IN LIEU OF BUILDING ENVELOPE INSULATION LEVEL IF: DEDICATED OUTSIDE AIR SYSTEM AND LESS THAN 2,800 CFM. FILE COPY PIPE INSULATION (INCHES) LAST UPDATED: 07/15/10 SERVICE FLUID TEMP T INSULATION CONDUCTIVITY NOMINAL PIPE DIAMETER (IN) CONDUCTIVITY RANGE MEAN TEMP RATING T RUN -OUTS UP TO 2 1.5 & LESS >1.5 TO 2 HWS &R 141 -200 0.25 -0.29 125 0.5 1.5 2 HWS &R 105 -140 0.24 -0.28 100 0.5 1.5 2 CHWS &R 40 -45 0.23 -0.27 75 0.5 1.5 1.5 CHWS &R <40 0.23 -0.27 75 1.0 1.5 1.5 CDWS &R 40 -45 0.23 -0.27 75 0.5 1.5 1.5 CONDENSER WATER (FOR NON- ECONOMIZER SYSTEMS - INSULATION IS NOT REQUIRED) Permit No. `'0 Plan review approval is subject to errors a approval of construction documents does the violation of any adopted code or ordin of approved Fief Copy and millions is By Date: , 7/37/.'(/' DRAWING INDEX SHEET NO. SHEET TITLE M0.00 LEGEND, ABBREVIATIONS, GENERAL NOTES, & SHEET INDEX - HVAC M0.01 SCHEDULES SHEET - HVAC M0.02 SCHEDULES SHEET - HVAC M0.03 CONTROLS SEQUENCES OF OPERATIONS - HVAC M0.04 CONTROLS SEQUENCES OF OPERATIONS - HVAC M0.05 CONTROLS SEQUENCES OF OPERATIONS - HVAC M2.01 1ST FLOOR PLAN - HVAC M2.02 2ND FLOOR OVERALL PLAN - HVAC M2.02A 2ND FLOOR PLAN (NORTH) - HVAC M2.02B 2ND FLOOR PLAN (SOUTH) - HVAC M2.03 3RD FLOOR PLAN - HVAC M2.R1 ROOF PLAN - HVAC M5.01 SECTIONS & ELEVATIONS SHEET - HVAC M5.02 ACOUSTICAL PLAN - HVAC MP2.01 1ST FLOOR MECHANICAL PIPING - HVAC MP2.01A 1ST FLOOR PARTIAL MECHANICAL PIPING - HVAC MP2.01 B 1ST FLOOR PARTIAL MECHANICAL PIPING - HVAC MP2.02 2ND FLOOR MECHANICAL PIPING - HVAC MP2.03 3RD FLOOR MECHANICAL PIPING - HVAC MP2.R1 ROOF MECHANICAL PIPING - HVAC MP4.01 HYDRONIC PIPING DIAGRAM - HVAC MP5.01 DETAILS SHEET (MECHANICAL PIPING - HVAC MP5.02 DETAILS SHEET MECHANICAL PIPING) - I-IVAC MP5.03 DETAILS SHEET (MECHANICAL PIPING) - HVAC APN NUMBER 102304 -9082 LEGAL DESCRIPTION LOT 5 OF TUKWILA BLA L02 -057 REC #20030327900002 LOCATED IN SE 1/4 OF SEC 9 & SW 1/4 10 IN 23 -04 S 1.13 alt sE.: C c H 0 N ■ N r 1. 0 LL 0 0 0 co CO CO 0 CO REVIEWED FOR CODE COMPLIANC APPROVED JUL 0 7 2011 City of Tpk iia BUILDING VICINITY MAP NO SCALE ISION id omissions. not authorize ance. Receipt rcnowledped: City Of 11,kwlla BUILDING DIVISION SITE MAP NO SCALE SEPARATE PERMI REQUIRED FOR: Ci Mechanical Etectrical Plumbing Gas Piping BUILDING DIVISION ECEIVED FEB 04 2011 PERMIT CENTER G) 0 r M Cr) co co co 0) tcs PROJECT #210252.06 ISSUED / REVISED PERMIT SET DATE 04- FEB -11 MIRA.,: .....a..1T1111 C •mhm. Ila #n Pnn#cr14 11- 1_49514 C ilC 519 Ti arlAlilnI nninccrinnlCnrithwnr lkAfl nn Au.., 9/A114 'ln.AG ARA •novoin_uT CA. et-t•n nAI 1 Icnm LEGEND, ABBREVIATIONS, GENERAL NOTES, & SHEET INDEX - HVAC M0.00 i ROOF HOOD SCHEDULE LAST UPDATED: 02/01/11 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 - PHASE 1 RELIEF AIR GREENHECK 86,250 0.14 72.0 180.0 36.5 MOTORIZED 1,600 1, 2, 3 RH -42 -2 ROOF - PHASE 1 RELIEF AIR GREENHECK 86,250 0.14 72.0 180.0 36.5 MOTORIZED 1,600 1, 2, 3 RH -42 -3 ROOF - PHASE 1 RELIEF AIR GREENHECK 86,250 014 72.0 180.0 36.5 MOTORIZED 1,600 1, 2, 3 RH -42 -4 ROOF - PHASE 1 RELIEF AIR GREENHECK 86,250 0.14 72.0 180.0 36,5 MOTORIZED 1,500 ' 1, 2, 3 RH -42 -5 ROOF - PHASE 1 OSA INTAKE GREENHECK 86,250 0,15 72.0 180.0 36,5 MOTORIZED 2,200 1, 2, 3 RH -42 -6 ROOF - PHASE 1 OSA INTAKE GREENHECK 86,250 0,15 72.0 180.0 36.5 MOTORIZED 2,200 1, 2, 3 RH -42 -7 ROOF - PHASE 1 OSA INTAKE GREENHECK 86,250 0.15 72.0 _ 180.0 36.5 MOTORIZED 2,200 1, 2, 3 RH -42 -8 ROOF - PHASE 1 OSA INTAKE GREENHECK 86,250 0.15 72.0 180.0 36.5 MOTORIZED 2,200 1, 2, 3 B &G SC31AV CONDENSATE 40 10 - - 3,000 0.3 0.33 120/1 50 6 1 SHIPPED KNOCKDOWN AND REQUIRES FIELD ASSEMBLY. 2 MANUFACTURER TO PROVIDE 12" ROOF CURB, GALVANIZED BIRD SCREEN, MOTORIZED DAMPER AND 24 VOLT ACTUATOR. 3 FIELD TO PROVIDE ADDITIONAL WIND SUPPORT TIE -DOWNS TO ROOF STRUCTURE AT EACH CORNER OF ROOF HOOD. AIR COOLED CHILLER SCHEDULE LAST UPDATED: 02/03/11 UNIT TAG LOCATION SERVES BASIS OF DESIGN NOM. TONS CHILLED WATER EER/ nPLV ELECTRICAL WEIGHT LBS REMARKS GPM PD FT EWT °F LWT °F MCA (NOTE 9) V /PH CH -42B1 ROOF - PHASE 1 SDC 42 (2ND FLR) MULTISTACK (10)ASP- 30AH2A0 300 650 10.0 54 42 10.6 / - 292 / 292 460/3 22,000 1 -10 CH -42B2 ROOF - PHASE 1 SDC 42 (2ND FLR) MULTISTACK (10)ASP- 30AH2A0 300 650 10.0 54 42 10.6 / - 292 / 292 460/3 22,000 1 -10 CH -42C1 ROOF - PHASE 1 SDC 42 (2ND FLR) MULTISTACK (10)ASP- 30AH2A0 300 650 10.0 54 42 10.6 / - 292 / 292 460/3 22,000 1 -10 CH -42C2 ROOF - PHASE 1 SDC 42 (2ND FLR) MULTISTACK (10)ASP- 30AH2A0 300 650 10.0 54 42 10.6 / - 292 / 292 460/3 22,000 1 -10 CH -42D1 ROOF - PHASE 1 SDC 42 (2ND FLR) MULTISTACK (10)ASP- 30AH2A0 300 650 10.0 54 42 10.6 / - 292 / 292 460/3 22,000 1 -10 CH -42D2 ROOF - PHASE 2 SDC 42 (2ND FLR) MULTISTACK (10)ASP- 30AH2A0 300 650 10.0 54 42 10.6 / - 292 / 292 460/3 22,000 1 -10 1,780 20.0 30 460/3 1,300 1,2,3,4,5 CP -42B3 FIRST FLOOR - PH. 1 SDC 42 (2ND FLR) B &G SC31AV CONDENSATE 40 10 - 1 AHRI 550 AIR COOLED MODULAR CHILLER, INDEPENDENT R -407C REFRIGERANT SYSTEMS 2 WATER LOOP CONTAINS 25% PROPYLENE GLYCOL FOR FREEZE PROTECTION 3 PROVIDE WITH SCROLL COMPRESSORS, FACTORY MOUNTED ON LIFTING FRAME WITH RACKED PIPING AND ISOLATION VALVES PER MODULE 4 PROVIDE (2) ISOLATION VALVES PER CHILLER MODULE, (1) CONTROL VALVE ON CHILLER SUPPLY PIPING 5 UNIT NOMINAL CAPACITY @ (10) 30 TON MODULES EACH, ACTUAL TOTAL UNIT CAPACITY IS -300 TONS 6 WHEN ALL CHILLERS ARE NOT IN USE, CONTROLS CONTRACTOR SHALL SEQUENCE CHILLERS TO PROVIDE APPROXIMATE EQUAL OPERATION TIME FOR ALL UNITS 7 PROVIDE CATWALK IN FRONT OF CHILLER ON MOUNTING FRAME FOR ACCESS TO CONTROL PANEL IF NOT ACCESSIBLE FROM ROOF ELEVATION, WITH LADDER ACCESS AT END 8 PROVIDE WITH 2 YEAR WARRANTY, PRICING OPTION FOR 5 YEAR WARRANTY 9 WHERE TWO NUMBER ARE LISTED FOR MCA, TWO CIRCUITS ARE REQUIRED 10 START STOP CONTROL OF CHILLER THROUGH EMS WITH FULL LOCAL CONTROL. PROVIDE PRICING OPTION FOR FULL CHILLER MONITORING & CONTROL REMOTELY THROUGH EMS PUMP SCHEDULE LAST UPDATED 02/03/11 UNIT TAG LOCATION SERVES BASIS OF DESIGN TYPE GPM OPER. HEAD FT H2O SHUT -OFF HEAD FT H2O CONSTRUCTION PRESS. PSI ELECTRICAL WEIGHT LBS REMARKS RPM BHP HP V /PH CHP -42B1 ROOF- PHASE 1 SDC 42 (2ND FLR) B &G VSX -VSC 4X6X10 -1/2 VERT SPLIT 650 90 100 175 1,780 20.0 30 460/3 1,300 1,2,3,4,5 CHP - 4262 ROOF - PHASE 1 SDC 42 (2ND FLR) B &G VSX -VSC 4X6X10 -1/2 VERT SPLIT 650 90 100 175 1,780 20.0 30 460/3 1,300 1,2,3,4,5 CHP -42C1 ROOF - PHASE 1 SDC 42 (2ND FLR) B &G VSX -VSC 4X6X10 -1/2 VERT SPLIT 650 90 100 ' 175 1,780 20.0 30 460/3 1,300 1,2,3,4,5 CHP -42C2 ROOF - PHASE 1 SDC 42 (2ND FLR) B &G VSX -VSC 4X6X10 -1/2 VERT SPLIT. 650 • 90 100 _ 175 1,780 20.0 30 460/3 1,300 1,2,3,4,5 CHP -42D1 ROOF - PHASE 2 SDC 42 (2ND FLR) B &G VSX -VSC 4X6X10 -1/2 VERT SPLIT 650 90 100 175 1,780 20.0 30 460/3 1,300 1,2,3,4,5 CHP -42D2 ROOF - PHASE 2 SDC 42 (2ND FLR) B &G VSX -VSC 4X6X10 -1/2 VERT SPLIT 650 90 100 175 1,780 20.0 30 460/3 1,300 1,2,3,4,5 CP -42B3 FIRST FLOOR - PH. 1 SDC 42 (2ND FLR) B &G SC31AV CONDENSATE 40 10 - - 3,000 0.3 0.33 120/1 50 6 CP -42C3 FIRST FLOOR - PH. 1 SDC 42 (2ND FLR) B &G SC31AV CONDENSATE 40 10 - - 3,000 03 033 120/1 50 6 CP -42A1 SECOND FLOOR - PH. 1 SDC 42 (2ND FLR) B &G SC31AV CONDENSATE 40 10 - - 3,000 0.3 0.33 120/1 50 6 CP -42A2 SECOND FLOOR - PH. 1 SDC 42 (2ND FLR) B &G SC31AV CONDENSATE 40 10 - - 3,000 0.3 0.33 120/1 50 6 CP -42B1 SECOND FLOOR - PH. 1 SDC 42 (2ND FLR) B &G SC31AV CONDENSATE 40 10 - - 3,000 0.3 0.33 120/1 50 6 CP -42B2 SECOND FLOOR - PH. 1 SDC 42 (2ND FLR) B &G SC31AV CONDENSATE 40 10 - - 3,000 0.3 0.33 120/1 50 6 CP -42C1 SECOND FLOOR - PH, 1 SDC 42 (2ND FLR) B &G SC31AV CONDENSATE 40 10 - - 3,000 0.3 0.33 120/1 50 6 CP -42C2 SECOND FLOOR - P11. 1 SDC 42 (2ND FLR) B &G SC31AV CONDENSATE 40 10 - - 3,000 0.3 0.33 120/1 50 6 CP -42D1 SECOND FLOOR - PH. 2 SDC 42 (2ND FLR) B &G SC31AV CONDENSATE 40 10 - - 3,000 0.3 0.33 120/1 50 6 CP -42D2 SECOND FLOOR - PH, 2 SDC 42 (2ND FLR) B &G SC31AV CONDENSATE 40 10 - - 3,000 0.3 0.33 120/1 50 6 54 500 11.27 3000 2277 70 49 2.33 12" NA NA 1 DISCONNECT AND MOTOR STARTED BY ELECTRICAL CONTRACTOR 2 WATER LOOP CONTAINS 25% PROPYLENE GLYCOL FOR FREEZE PROTECTION 3 PROVIDE WITH P &T TAPS, DP-GAUGE ACROSS PUMP, TRIPLE DUTY VALVES 4 PROVIDE WITH BASE MOUNT, CONCRETE VIBRATION ISOLATION PAD AND ISOLATORS FOR OUTDOOR INSTALLATION 5 EXTRA PUMP PROVIDES N +1 REDUNDANCY, CONTROLS CONTRACTOR SHALL SEQUENCE PUMPS TO PROVIDE APPROXIMATE EQUAL OPERATION TIME FOR ALL UNITS 6 CONDENSATE PUMP SHALL BE FURNISHED WITH INTEGRAL FLOAT CONTROL - ELECTRICIAN SHALL ROUTE WIRING TO PUMP CONTROL AIR HANDLING UNIT SCHEDULE LAST UPDATED: 02/02/11 UNIT TAG LOCATION SERVES BASIS OF DESIGN AMBIENT AIR TEMP °F INDOOR TEMP °F EAT °F MIN SAT DB SUPPLY CFM OSA CFM ESP IN WG CHILLED WATER COOLING COIL EVAPORATIVE COOLING RELIEF / RETURN FAN INDOOR FAN ELEC WEIGHT LBS REMARKS DB WB COND DB DB WB DB WB EWT °FLWT °F GPM PD FT HD TOTAL MBH SENS. MBH EAT °F LAT °F GPM THICKNESS OUTPUT MBH CFM ESP QTY BHP HP TYPE QTY BHP HP MCA V /PH AHU -42A1 2ND FLR - PHASE 1 2ND FLR HUNTAIR NA NA NA 70 59 90 68.7 15 58,900 0 2.0 42 54 500 11.27 3000 2277 70 49 2,33 12" NA NA 72,00 72,0 460/3 27,000 1 THRU 23 AHU -42A2 2ND FLR - PHASE 1 2ND FLR HUNTAIR NA NA NA 70 59 90 68,7 15 58,900 0 2.0 42 54 500 11.27 3000 2277 70 49 2.33 12" NA NA 72.00 72.0 460/3 27,000 27,000 1 THRU 23 1 THRU 23 AHU -42B1 2ND FLR - PHASE 1 2ND FLR HUNTAIR NA NA NA 70 59 90 68.7 15 58,900 0 2.0 42 54 500 11.27 3000 2277 70 49 2.33 12" NA NA 72.00 72.0 460/3 AHU -42B2 2ND FLR - PHASE 1 2ND FLR HUNTAIR NA NA NA 70 59 90 68.7 15 58,900 0 2.0 42 54 500 11,27 _ 3000 2277 70 49 2,33 12" NA NA 72.00 72.0 460/3 27,000 1 THRU 23 AHU -42C1 2ND FLR - PHASE 1 2ND FLR HUNTAIR NA NA NA 70 59 90 68.7 15 58,900 0 2.0 42 54 500 11.27 3000 2277 70 49 2.33 12" NA NA 72.00 72.0 460/3 460/3 27,000 27,000 1 THRU 23 1 THRU 23 AHU -42C2 2ND FLR - PHASE 1 2ND FLR HUNTAIR NA NA NA 70 59 90 68.7 15 58,900 0 2.0 42 54 500 11.27 3000 2277 70 49 2.33 12" NA NA 72 .00 72.0 AHU -42D1 2ND FLR - PHASE 2 2ND FLR HUNTAIR NA NA NA 70 59 90 68.7 15 58,900 0 2.0 42 54 500 500 _ 11,27 11.27 3000 3000 2277 2277 70 70 49 49 2.33 2.33 12" 12" NA NA NA NA 72.00 72.00 72.0 72.0 460/3 460/3 27,000 27,000 1 THRU 23 1 THRU 23 AHU -42D2 2ND FLR - PHASE 2 2ND FLR HUNTAIR NA NA NA 70 59 90 68.7 15 58,900 0 2.0 42 54 GENERAL 1 2 3 4 5 6 7 8 9 10 11 12 13 UNIT CAPACITY RATED AT 95FDB /70FWB SUMMER OUTSIDE AIR DESIGN TEMPERATURES AND 15 DEGREES F WINTER AIR DESIGN TEMPERATURE MFR TO PROVIDE A COMPLETE EVAPORATIVE COOLER SECTION INCLUDING STAINLESS STEEL INNER LINER, CONTROLS, SUMP PUMP, RECIRCULATION SYSTEM AND DRAIN VALVE WITH WIRING. MFR TO PROVIDE 2.0 CONTROLLER FOR SUPPLY AND RELIEF /EXHAUST FAN ARRAY WITH FUSED DISCONNECT SWITCH AND MSP MOUNTED IN A NEMA 12 DUST FREE ENCLOSURE. FIELD INSTALL PNEUMATIC TUBING FROM FAN TO CONTROLLER/VFD AND DUPLEX RECEPTACLE. MFR TO PROVIDE UNIT RAILS FOR MOUNTING UNIT ON A COMMON BASE. MFR TO INCLUDE SPLIT ROW CHILLED WATER COILS AND EXTERNAL AIR BYPASS OF 30 %. MFR TO PROVIDE SMOKE DETECTOR IN SUPPLY AND RETURN PLENUMS ALONG WITH INTERNAL ISOLATION DAMPERS AND ACTUATORS. PROVIDE DDC CONTROL INTERFACE TO PLC CONTROLS PROVIDE SCCR MINIMUM RATING OF (5 kA) IN ACCORDANCE WITH NEC 2005 ARTICLE 409 AND NFPA 70 SECTION 409.110 MANUFACTURER TO PROVIDE MERV 8 PREFILTER (30 %) LOADED TO 1" STATIC AND MERV 13 (85 %) FINAL FILTER LOADED TO 1.5" STATIC. PROVIDE PREMIUM DIRECT DRIVE FAN MOTORS WITH SHAFT GROUNDING KITS FOR EACH MOTOR. MINIMUM 24" WIDE ACCESS DOORS TO OPEN AGAINST AIR PRESSURE. CHILLED WATER COOLING COILS WITH VICTAULIC CONNECDTIONS. MAGNEHELIC FILTER GAUGE ACROSS EACH FILTER BANK ADDITIONAL ITEMS FOR EVAPORATIVE COOLING SECTION ARE ALL COPPER PIPING, GLASDEK MEDIA, GLOBE BALANCING VALVES, STAINLESS STEEL SLOPED SUMP, FACTORY INSTALLED PUMPS FULLY WELDED STAINLES STEEL SUB FLOOR BENEATH EVAP SUMP, SUB FLOOR IN EVAP SECTION SLOPED TO DRAIN, FACTORY FLOOD TESTING OFEVAP SUMP, FLOOR AND DRAIN PANS 14 ELECTRICAL SCOPE - VFD'S AND CONTROL COMPONENTS MOUNTED IN VENTILATED ENCLOSURES (ONE FOR VFDs ONE FOR ELECTRICAL /CONTROLS) 15 FAN MOTORS MOUNTED TO FACOTY MOUNTED YASKAWA VFDs (ONE VFD PER FAN) 16 DAMPER ACTUATORS FACTORY WIRED AND POWERED BY INTERNAL 460/120 V TRANSFORMER 17 FACTORY INSTALLED NON -FUSED DISCONNECT 18 MARINE GRADE LIGHTS AND CONVENIENCE OUTLETS (POWERED FROM SEPARATE 120V PANEL) 19 SINGLE POINT POWER CONNECTION 20 CONTROL SCOPE - CONTROL AND ELECTRICAL COMPONENTS WIRED TO RERMINAL STRIPS IN CONTROL CABINET, DAMPER ACTUATOR END SWITCHES, FACTORY FAN AIRFLOW SENSORS TO VERIFY FLOW.BACNET MSTP INTERFACT ON VFDs 21 FACTORY STARTUP ON VFDs AND AHUs 22 FIRST YEAR PARTS AND LABOR WARRANTY 23 INSTALL MASON TYPE W VIBRATION ISOLATION PAD UNDER UNIT. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 07 2011 City of Tukwila BUILDING DIVISION MIIOi d RECEIVED FEB 0 4 2011 PERMIT CENTER Fourth Floor 0 o N- rn CO 0) N 0 CD N N 00 0 w 1 a N M 0) rn cgo 0) v,inin in in 4-7 CO CO vv TD co W 0. N 0 W 0 J 0 (1) LC) LC) M cti CD o. PROJECT #210252 ISSUED / REVISED DATE PERMIT SET 04- FEB -11 P: \Major Projects \TUK Sabey Data Center \10 -1 -1281 SDC 42 Tukwila\ Engineering \Cad \hvac \M0.01- 02.dwg 2/4/11 9:54 AM COPYRIGHT Q 2010 CALLISON SCHEDULES SHEET - HVAC M0.01 SHEET 2 OF 24 HEAT PUMP SCHEDULE LAST UPDATED: 3/29/11 UNIT TAG LOCATION SERVES BASIS OF DESIGN SUPPLY CFM OSA CFM ESP IN WG COOLING CAPACITY MBH HEATING CAPACITY ELECTRICAL SOUND WEIGHT WEIGHT LBS TOTAL SENS SEER TOTAL MBH HSPF COP MCA MOP V /PH DBA LBS REMARKS HP-42 ROOF DC -42 OFFICES TRANE WSC -060 2,000 200 0.80 60 50 13.0 57 8.0 3.5 14.7 20.0 460/3 NA 1,000 1, 2,3 2ND FLR - PHASE 1 DATA SUITE HUNTAIR FANWALL 78,640 1.54 35.23 36.0 460/3 88 3600 RF -42B1 2ND FLR - PHASE 1 DATA SUITE HUNTAIR FANWALL 78,640 1.54 35.23 1 PROVIDE FULL AIRSIDE ECONOMIZER CYCLE WITH ENTHALPY CONTROLS AND ROOF CURB 2 MINIMUM UNIT EFFICIENCY TO MEET THE ENERGY CODE TABLE 14 -1 3 PROVIDE SCCR MINIMUM RATING OF (5 kAIC) IN ACCORDANCE WITH NEC 2005 ARTICLE 409 AND NFPA 70 SECTION 409.110 4 PROVIDE FACTORY MOUNTED SMOKE DETECTOR IN RETURN AIR. 5 FIELD INSTALL ELECTRIC HEAT REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 7 2011 City of Tukwila BUILDING DIVISION UPS ROOM VENTILATION CALCS LAST UPDATED: 03/30/11 NFPA 76 STANDARD FOR BATTERY. ROOM VENTILATION ONE CFM PER SQUARE FOOT 84.5 FEET x 54.5 FEET x 1 CFM /SQ FT = 4606 CFM REQUIRED ACTUAL VENTILATION PROVIDED IS 14,000 CFM MEETS AND EXCEEDS VENTILATION REQUIREMENTS ASHRAE 62 PROVIDE 1 CFM PER CHARGING AMPERE TO BE PROVIDED BUT NOT LESS THAN 6 AIR CHANGES /HOUR MINIMUM VENTILATION CALCS - FAN RUNNING CONTINUOUSLY 84.5 FEET x 54.5 FEET x 18 FEET = 82,895 CUBIC FEET 82,895 CU FT x 6 ACH /60 MIN = 8290 CFM ACTUAL AIR CHANGE RATE FOR A CONTINUOUS VENTILATING SYSTEM 41,000 CFM x 60 MIN / 82,895 CU FT = 29.6 AIR CHANGES /HOUR MEETS AND EXCEEDS VENTILATION REQUIREMENTS I5:12332 PROVIDE MINIMUM 12 AIR CHANGES /HOUR FOR BATTERY ROOM FORCED AIR SUPPLY AND POSITIVE EXHAUST SYSTEM AIR INLETS TO BE LOCATED NEAR THE FLOOR AND OUTLET OPENING AT THE HIGH POINT IN THE ROOM SEE CALCULATION ABOVE, VENTILATION IS PROVIDED AT 29.6 AIR CHANGES /HOUR CRAC UNITS AIRFLOW: 41,000 CFM TF-42 AIRFLOW: 14,000 CFM (EXHAUST LOCATED AT CEILING LEVEL) RELIEF AIRFLOW: 27,000 CFM (EXHAUST LOCATED AT CEILING LEVEL) (41,000 CFM - 14,000 CFM = 27,000 CFM) MINIMUM UPS ROOM EXHAUST AIRFLOW IS 14,000 CFM, MAXIMUM EXHAUST IS 41,000 CFM. MEETS AND EXCEEDS VENTILATION REQUIREMENTS SIDE WALL REGISTER SCHEDULE LAST UPDATED: 02/25/11 UNIT TAG BASIS OF DESIGN NECK SIZE IN DIA MAX CFM CORE SIZE FACE SIZE THROW FT NC MOUNTING MATERIAL REMARKS SR1 TITUS DSLV 50X12 3420 50X15 53X17 60 37 SURFACE ALUMINUM 2,3 1 PROVIDE WITH OPPOSED BLADE DAMPER 2 STANDARD #26 WHITE FINISH 3 MAXIMUM LISTED PRESSURE DROP IS < 0.2 MODULAR DIFFUSER SCHEDULE LAST UPDATED: 03/30/11 UNIT TAG BASIS OF DESIGN TYPE NECK SIZE IN DIA MAX CFM CORE SIZE FACE SIZE NC MOUNTING MATERIAL REMARKS DT1 TITUS 50F 1 "X1" EGGCRATE GRID 22X46 3,980 22X46 24X48 <15 T -BAR ALUM 1,2,3,4 DT2 TITUS MCD MODULAR. 230 8X8 24 X 24 T -BAR STEEL 1 RUN OUT SIZE SAME SIZE AS DIFFUSER NECK SIZE, U.N.O. ON DWGS 2 ALL DIFFUSERS TO HAVt SHEET METAL CAN PLENUM 3 STANDARD #26 WHITE FINISH 4 PROVIDE BORDER TYPE 3, LAY -IN TYPE 1, 2, 3, 4 EXPANSION TANK SCHEDULE LAST UPDATED: 02/24/11 UNIT TAG LOCATION SERVES BASIS OF DESIGN TYPE POSITION DIA INCHES HEIGHT INCHES CAPACITY GALLONS ACCEPTANCE GALLONS WEIGHT LBS REMARKS ET -42 MECHANICAL ROOM CHILLED WATER S / R AMTROL 500L DIAPHRAM VERTICAL 24.0 80.0 132 75 1200 1,2 ASME RATED TANK - HYDRONIC SYSTEM WILL CONTAIN 30% PROPYLENE GLYCOL FURNISH UNIT PAINTED SO IT IS SUITABLE FOR ROOFTOP OUTDOOR INSTALLATION AIR SEPARATOR SCHEDULE LAST UPDATED: 02/24/11 UNIT TAG LOCATION SERVES BASIS OF DESIGN TYPE POSITION MATERIAL DIA INCHES LENGTH INCHES AS-42 MECHANICAL ROOM CHILLED WATER S / R B &G RL -12G IN -LINE TANGENTIAL VERTICAL CARBON STL 36 76 VOLUME (GALLONS) 291 WEIGHT LBS REMARKS 3,430 1,2 1 SUPPORT UNIT ON FLOOR 2 FURNISH UNIT PAINTED SO IT IS SUITABLE FOR ROOFTOP OUTDOOR INSTALLATION FAN SCHEDULE RE - LAST UPDATED: LAST UPDATED: 03/30/11 UNIT TAG LOCATION SERVES BASIS OF DESIGN TYPE CFM ESP IN WG MOTOR ELECTRICAL LWA WEIGHT LBS REMARKS BHP HP V /PH ` RF -42A1 2ND FLR - PHASE 1 DATA SUITE HUNTAIR FANWALL 78,640 1.54 35.23 36.0 460/3 88 3600 45, 46 RF -42A2 2ND FLR - PHASE 1 DATA SUITE HUNTAIR FANWALL 78,640 1.54 35.23 36.0 460/3 88 3600 45, 46 45, 46 RF -42A3 2ND FLR - PHASE 1 DATA SUITE HUNTAIR FANWALL 78,640 1.54 35.23 36.0 460/3 88 3600 RF -42B1 2ND FLR - PHASE 1 DATA SUITE HUNTAIR FANWALL 78,640 1.54 35.23 36.0 460/3 88 3600 45, 46 45, 46 RF -42B2 2ND FLR - PHASE 1 DATA SUITE HUNTAIR FANWALL 78,640 1.54 35.23 36.0 460/3 88 3600 RF -42B3 2ND FLR - PHASE 1 DATA SUITE HUNTAIR FANWALL 78,640 1.54 " 35.23 36.0 460/3 88 3600 45, 46 RF -42C1 2ND FLR - PHASE 1 DATA SUITE HUNTAIR FANWALL 78,640 1.54 35.23 36.0 460/3 88 3600 45, 46 RF -42C2 2ND FLR - PHASE 1 DATA SUITE HUNTAIR FANWALL 78,640 1.54 35.23 36.0 460/3 88 3600 45, 46 RF -42C3 2ND FLR - PHASE 1 DATA SUITE HUNTAIR FANWALL 78,640 1.54 35.23 36.0 460/3 88 3600 45, 46 RF -42D1 2ND FLR - PHASE 2 DATA SUITE HUNTAIR FANWALL 78,640 1.54 35.23 36.0 460/3 88 3600 45, 46 RF -42D2 2ND FLR - PHASE 2 DATA SUITE HUNTAIR FANWALL 78,640 1.54 35.23 36.0 460/3 88 3600 45, 46 RF -42D3 2ND FLR - PHASE 2 DATA SUITE HUNTAIR FANWALL 78,640 1.54 35.23 36.0 460/3 88 3600 45, 46 TF -42A FIRST FLOOR - PH. 1 UPS /GENERATOR HUNTAIR FANWALL 14,000 0.75 3.60 6.0 460/3 76 600 42, 46 EF -42C1 FIRST FLOOR - PH. 1 GENERATOR GREENHECK BSQ- 180 -15 INLINE 4,000 0.75 1.28 1.5 460/3 - 400 1, 9 25, 35 EF -42D1 FIRST FLOOR - PH. 1 GENERATOR GREENHECK BSQ - 180 -15 INLINE 4,000 0.75 1.28 1.5 460/3 - 400 1, 9 25, 35 1 ELECTRICAL DISCONNECT AND MOTOR STARTER (AS REQUIRED) BY ELECTRICAL CONTRACTOR 9 BELT AND MOTOR GUARD 25 ADJUSTABLE DRIVES 35 -- CONTROLLED VIA LINE VOLTAGE T'STAT SET AT 90° (PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR) 36 PROVIDE 24" X 24" X 36" LONG ACOUSTICAL SILENCER ON FAN DISCHARGE. 42 QUANTITY OF 2 FANWALL TECHNOLOGY FANS MAKE UP A SINGLE FAN ARRAY WHICH INCLUDES A FANWALL 2.0 CONTROLLER, YASKAWA VFD'S WITH LINE REACTORS, MSP AND D 45 QUANTITY OF 12 FANWALL TECHNOLOGY FANS MAKE UP A SINGLE FAN ARRAY WHICH INCLUDES A FANWALL 2.0 CONTROLLER, YASKAWA VFD'S WITH LINE REACTORS, MSP AND 1 46 FIELD TO INSTALL PNEUMATIC TUBING FROM FAN TO CONTROLLER/VFD SOUND ATTENUATOR SCHEDULE RE - LAST UPDATED: 02/25/11 UNIT TAG LOCATION SERVES BASIS OF DESIGN MAX FACE VELOCITY FPM DUCT PD IN WG MINIMUM DYNAMIC INSERTION LOSS DB OCTAVE BAND CENTER FREQUENCY HZ REMARKS LENGTH WIDTH INCHES HEIGHT INCHES FT 63 125 250 500 1000 2000 4000 8000 SA -42 -101 1ST FLR - PHASE 1 GENERATOR INTAKE DYNASONICS MODEL B -823 5 216 192 0.10 3 9 22 37 39 31 ' 19 13 49.8 SA -42 -102 1ST FLR - PHASE 2 GENERATOR INTAKE DYNASONICS MODEL B -741 5 168 144 0.10 3 9 22 37 39 31 19 13 20,500 SA -42 -103 1ST FLR - PHASE 1 GENERATOR DISCH. DYNASONICS MODEL B 1000 5 168 108 0.10 5 11 31 47 56 55 49 35 460/3 460/3 SA -42 -104 1ST FLR - PHASE 1 GENERATOR DISCH. DYNASONICS MODEL B 1000 5 168 108 ' 0.10 5 11 31 47 56 55 49 35 128 SA-42 -105 1ST FLR - PHASE 2 GENERATOR DISCH. DYNASONICS MODEL B 1000 5 168 108 0.10 5 11 31 47 56 55 49 35 SA -42 -106 1ST FLR - PHASE 1 GENERATOR VENT. DYNASONICS MODEL B 1000 3 24 24 0.10 5 7 15 20 32 32 19 19 SA -42 -107 1ST FLR - PHASE 1 GENERATOR VENT. DYNASONICS MODEL B 1000 3 24 24 0.10 5 7 15 20 32 32 19 19 FUEL OIL TANK SCHEDULE LAST UPDATED: 02/24/11 UNIT TAG LOCATION SERVES BASIS OF DESIGN TYPE FOT -42 -1 FOT -42 -2 FIRST FLOOR - PHASE 1 FIRST FLOOR - PHASE 1 GENERATOR GENERATOR ACE TANK FIREGUARD UL 2085 - ABOVE GROUND ACE TANK FIREGUARD UL 2085 - ABOVE GROUND H H POSITION MATERIAL CONSTRUCTION HORIZONTAL DOUBLE WALL HORIZONTAL DOUBLE WALL NOTE 2 NOTE 2 DIMENSIONS L (FT) W (FT) 10'0 5'0 8'6 4'0 HT (FT) 4'0 4' 1 WEIGHT GALLONS LBS 1,000 500 13,000 9,100 REMARKS 1,2,3,4,6 1,2,3,5 1 ELECTRICIAN SHALL PROVIDE POWER, DISCONNECTS, AND CONTROL WIRING FOR ALL PUMPING CONTROLS, LEVEL CONTROLS, LEAK DETECTION, AND PUMP POWER 2 ALL TANK COMPONENTS SHALL BE CONSTRUCTED IN COMPLIANCE WITH UL STANDARD 2085. LISTED TANK WEIGHT DOES NOT INCLUDE FUEL WEIGHT 3 FURNISH (2) FUEL OIL PUMP ASSEMBLIES WITH 1/2 HP MOTOR (120V / 1PH), (2) REDUNDANT FUEL TANK LEVEL CONTROL AND PUMP CONTROL PANELS AT FUEL OIL TANK 4 FURNISH TANK WITH FULL PENETRATION WELDS 5 TANK FOT -42 -2 IS FURNISHED AS A BACKUP STORAGE TANK FOR FOT -42 -1 6 EACH CONTROL PANEL SHALL BE ELECTRICALLY FED FROM AN INDEPENDENT ELECTRICAL BUS - SEE DETAIL 1 / MP5.02 RECEIVED APR 11 2011 PERMIT CENTER COMPUTER ROOM AIR CONDITIONING SCHEDULE v LAST UPDATED: INDOOR UNIT UNIT TAG LOCATION SERVES BASIS OF DESIGN SUPPLY CFM ESP IN WG MIN OSA EAT °F LAT °F EVAPORATOR MBH MOTOR HP FLUID _ EWT GPM WPD (FT) EMERGENCY POWER ELECTRICAL WEIGHT LBS DB WB DB WB TOTAL SENS. REQUIRED OPTIONAL MCA MFS V /PH CRAC -42B 1ST FLR - PHASE 1 UPS ROOM STULTZ 2300 - CWE -EF 20,500 0.3 2100 75.0 61.0 50.2 49.8 550.0 550.0 (3) 3.9 30% PG 40 128 26.0 YES - 14.5 20.0 460/3 570 CRAC -42C 1ST FLR - PHASE 1 UPS ROOM STULTZ 2300 - CWE -EF 20,500 0.3 2100 75.0 61.0 50.2 49.8 550.0 550.0 (3) 3.9 30% PO 40 128 26.0 YES - 14.5 20.0 460/3 460/3 570 570 CRAC -42D 1ST FLR - PHASE 1 UPS ROOM STULTZ 2300- CWE -EF 20,500 0.3 2100 75.0 61.0 50.2 49.8 550.0 550.0 (3) 3.9 30% PO 40 128 26.0 YES - 14.5 20.0 1 MFR TO PROVIDE UNIT WITH SEISMIC RATED 36" HIGH FLOOR STAND. DOWNFLOW CONFIGURATION. 2-WAY CONTROL VALVE. OUTSIDE AIR ECONOMIZER CONTROLS. UNIT CONTROLS TO BE COMPLETE WITH BACNET CONTROLLER PROVIDE SCCR MINIMUM RATING OF (65 kA) IN ACCORDANCE WITH NEC 2005 ARTICLE 409 AND NFPA 70 SECTION 409.110 CORRECTION M l I- 0 2-0 ViA w c:11:01::) LLA 04 as �•�/ F . CI Mc z m co H 0 N N Fourth Floor N 00 c0 0 CD a; cm r� E 0 0 L w 1 W 4 0. PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 04- FEB -11 CD SET 25- FEB -11 REV -1 PERMIT REVISION 05- APR -11 P : \MaIor Prolects\TUK Sabey Data Center \10 -1 -1281 SDC 42 Tukwila\ Engineering \Cad \hvac \MO.01- 02.dwg 4/6/11 1:05 PM COPYRIGHT © 2010 CALLISON SCHEDULES SHEET - HVAC M0.02 SHEET 3 OF 24 Data Center AHUs (typical of 3) Unit Tags: AHU -42A1 /A2, AHU -42B1 /B2, AHU -42C1 /C2 (Typical for All Note: AHU -42X1 & AHU -42X2 are considered a single unit and operate as a single unit.) Unit Description: Each Air Handling Unit consists of supply fans with independent fan control through a fan controller panel for variable air volume. Each unit has (2) sets of cooling coils with independent modulating control valves, an evaporative humidification section with bypass air around their respective cooling coil and evaporative cooling sections. Each unit has full economizer cooling capability, pre— filters (MERV8) and final filters (MERV 13). Unit Operation: One AHU is redundant and will be in standby mode. The two other units will run continuously to meet space demand. Units will be rotated under the control system manually by the owner. Supply Air Smoke Detection (Smoke Detector and Keyed Switch provision by Electrical Contractor): The unit will shut down and generate an alarm upon receiving a supply air smoke detector status. The smoke detector will be hardwired to the supply fan motor for emergency shutdown, and auxiliary contacts in the smoke detector will provide a shutdown status input for control system shutdown. A remote keyed switch will be installed in the smoke detector circuit to override the smoke detector shutdown of the fan. The switch location will be determined by the Owner. Return Air Smoke Detection (Smoke Detector and Keyed Switch provision by Electrical Contractor): The unit will shut down and generate an alarm upon receiving a return air smoke detector status. The smoke detector will be hardwired to the supply fan motor for emergency shutdown, and auxiliary contacts in the smoke detector will provide a shutdown status input for control system shutdown. A remote keyed switch will be installed in the smoke detector circuit to override the smoke detector shutdown of the fan. The switch location will be determined by the Owner. Isolation from Manifold: The controller will open the unit return air damper and supply air damper once the supply fan VFD speed signal is above 20% (adjustable). The return and supply air dampers will close to isolate the unit from the return and supply manifolds when the unit is turned off or when there is a unitary controller failure. Maintenance Sequence is disable the damper will redundancy. Supply Fan: The supply due to supp Supply Fan Alarms will • Supply • Supply Mode: initiated at the Control System Manifold Manager via Graphical Checkbox. The controller will unit and its associated supply fan. The return air isolation damper and supply air isolation close. This sequence will disable the unit and prevent a "standby " mode situation for There is not automatic release of the "Maintenance Mode ". fan will run anytime the unit is commanded to run unless shutdown on safeties or shutdown ly air temperature sensor failure. Alarms: be provided as follows: Fan Failure: Commanded on, but the status (via VFD status) is off Fan in Hand: Commanded off, but the status (via VFD status) is on Supply Air Duct Static Pressure Control: A pressure transducer for its respective AHU control will be mounted in the supply manifold. It will measure the supply duct pressure and provides this information to the controls network for duct pressure averaging when appropriate. The controller will modulate the supply fan VFD speed to maintain a duct static pressure setpoint of 1.Oin H2O (adj. range 0.250 to 2.50). The supply fan VFD speed will not drop below 20% (adj.). The supply fan VFD controller signal will be networked to maintain equal VFD speeds on all operating AHUs. The Manifold Manager will utilize the highest available supply duct pressure and transmit the VFD control signal over the controls network. Upon loss of the network signal, the AHU controller will utilize its individual control VFD signal. Upon a loss of duct static pressure information (i.e. sensor value reflecting sensor failure), the Manifold Manager will utilize the highest duct pressure information available from the network. Supply Duct Static Pressure Alarms: Alarms will be provided as follows: • Supply Fan VFD Fault: based on VFD `alarm status from unit. • Duct Pressure Sensor Failure: The sensor is outside of acceptable operating conditions. • High Supply Air Static Pressure: If the supply air static pressure is 25% (adj.) greater than setpoint. • Low Supply Air Static Pressure: If the supply air static pressure is 25% (adj.) less than setpoint: • Airflow Station Failure: Airflow to Suite drops below 1000CFM for longer than 5 minutes while the AHUs are operational Supply Air Temperature Setpoint Reset: Normal Operating Conditions: The controller will monitor its individual supply air temperature and will reset the supply air temperature setpoint to meet the average space humidity conditions. Reset Schedule: Initial Setpoint is 55 °F / Reset Limits = 50 °F (Low) & 60 °F (High) Rise: The controller will reset the supply air setpoint 1°F higher every 5 minutes (adj.) when the average Suite relative humidity is above the reset suite humidity setpoint plus deadband (5% RH adj.) (Initial setpoint is 45% R.H. (adj.). Lower: The controller will reset the supply air setpoint 1 °F lower every 5 minutes (adj.) when average Suite relative humidity is below the reset suite humidity setpoint plus deadband (5% RH adj.) (Initial setpoint is 55% R.H. (adj.). The Manifold Manager will calculate the average Suite relative humidity based on the functional and 0enabled0 space sensors. The Manifold Manager will transmit the reset supply air temperature setpoint to all AHU controllers over the network. If the Suite controller is not communicating to the network, the Manifold Manager will transmit a supply air temperature setpoint of 55 °F to AHUs on the network. If the network is not available, the AHU controller will utilize a 55 °F setpoint (adj.) Supply Air Temperature Sensor — Failure: The controller will disable the AHU If its individual supply air temperature sensor fails. If the sensor temperature readings are above 100 °F, below 20 °F, or reflect a temperature change of more than 5°F in 15seconds, the controller will consider the sensor as defective. Supply Air Temperature. Alarms: Alarms will be provided as follows: • High Supply Air Temp: If the supply air temperature is 5°F greater than setpoint (adj.). • Low Supply Air Temp: If the supply air temperature is less than 42T (adj.). Economizer: The controller will modulate the AHU economizer dampers to maintain a supply air temperature setpoint. The controller will produce (1) PID loop signal to control economizer (0 -50% of output) & cooling coil valves (51 -100% of output) Minimum Outside Air Ventilation — NONE Mixed air temperature limit: The controller will modulate the economizer dampers to prevent a mixed temperature (adj.). Economizer Operation: The economizer will be enabled when the supply fan status is on. The economizer will close when there is a loss of the VFD supply fan status. below 45 °F setpoint Economizer Alarms: High Mixed Air Temp: If the mixed air temperature is greater than 75T (adj.). • Low Mixed Air Temp: If the mixed air temperature is Tess than 45T (adj.). • Sensor Failure: If the mixed air temperature reading reflects a failure condition (above 100 °F, below 20T) Bypass Damper Control: The bypass dampers will be in the closed position if evaporative cooling or the chilled water coil is being utilized to maintain supply air temperature or humidity conditions. The bypass dampers will be modulated to the open position when evaporative cooling or the chilled water coil is not being utilized to maintain supply air temperature or humidity conditions after 5 minutes. Upon call of either section, the bypass dampers will be modulated closed immediately. Evaporative Cooling Control: (1st Stage of Cooling) The controller will enable evaporative cooling when the outside air temperature is between 60° to 75T. When the outside air temperature is above of these conditions or when the room humidity is above setpoint (60% adj.) the chilled water cooling will be utilized. Evaporative Cooling Sump Control: The sump level control is maintained by a manufacturer provided self— contained float switch. The controller will drain the sump and refill each section. This operation will occur once per week. The operation will be conducted during a non— Evaporative Cooling operation time period within assigned hours of 9am to 5pm (adj.). Each AHU Evaporative Cooling sump drain and refill to will be staged to so only (1) evaporative cooling section is out of service at one time. If the sump drain process can not be accomplished during the scheduled time period, an alarm will be signaled for manual operator override capability and the operation will be re —tried during the next day. Alarms will be provided as follows: • High Supply Air Humidity: If the supply air humidity is greater than 90% rh (adj.). • Low Supply Air Humidity: If the supply air humidity is less than 60% rh (adj.). • Evaporative Cooling Sump Overflow Status: If the sump fill overfills above the designated level, the controller will signal an alarm but continue to operate evaporative cooling. Cooling Coil Valve: The chilled water cooling coil valves are to be used when • The economizer and evaporative cooling can not maintain discharge air temperature setpoint. Valve Control: The controller will modulate the (2) cooling coil valves (1 per AHU section) simultaneously to maintain the supply air temperature setpoint. Chiller System Demand: Upon the cooling coil control valve signal above 5% (adj.), the controller will signal the chiller system to start the lead chiller pump and associated chiller. The controller will maintain Chiller command until the control valve signal drops below 5% (adj.) for 5 minutes (adj.). Leak Detection: Description: A leak detection system will be located around the air handling unit to monitor water Teaks on the floor around the unit. This leak detection system utilizes a sensing —type cable which initiated an alarm upon sensing water in any portion of the cable. The leak detection controller is mounted in the controls panel. Run Condition: Upon receiving an alarm, the controller will initiate the chiller system and disable the evaporative cooling capability after the chiller system is available for cooling. This run condition will remain in effect until reset by the Owner at the BAS front —end. Alarms will be provided as follows: • Leak Detection: If the alarm contact is initiated by the Leak Detection system. Outside Air Sensor Failure • Upon loss of the outside air temperature and humidity sensor information (location: roof), the controller will utilize the outside air sensors at the 1st Floor UPS room from the network. AHU-42—A1/A2 only: Manifold Isolation Damper Operation The isolation damper will be configured as normally open / fail closed. The controller for this AHU will command this damper closed to isolate this AHU to serve only Suite 4201. The controller command will be initiated by: a Toss of signal by the commercial power relay. The controller command will be released by commercial power relay being enabled, the damper will be opened to allow this AHU unit operation to return to the common supply manifold. Data Center AHU Manifold Manager: Unit Description: The supply air from Data Center AHUs (Tagged: AHU- 42 -X1, 2, 3) are ducted into a common supply air manifold which connects to each individually controlled Suite space. The return air from the Suites returned to the Data Center AHUs via a common return air manifold. The return air from the Suites is pulled from the Suites via a common return air Fan Array and plenum (There are no dedicated return air fans per Suite). The return fan arrays push the return air into the Return Air Manifold which is allows the air to return to the AHUs or be exhausted thru the roof via Roof Hoods. Unit Operation: Outside Air to AHUs The Manifold Manager control will open /close the common outside air intake dampers to the Data Center AHUs. Roof Hood RH -42 -5 & 6 are common outside air intake for AHU- 42 -C1/2 & AHU- 42 -D1/2 Roof Hood RH -42 -7 & 8 are common outside air intake for AHU- 42 -A1/2 & AHU- 42 —B1/2 The Rood hood outside air dampers will be configured as normally open / fail open. The Manifold Manager controller will open the roof hood dampers based on the associated AHU's for economizer cooling. The Manifold Manager controller will close the roof hood dampers when associated AHUs are not utilizing economizer cooling. Damper Monitoring: The Manifold Manager controller will monitor the closed status of each outside air damper actuator via factory provided actuator endswitches. REVIEWED FOR CO E C MPLIANCE ROVED JUL 0 7 2011 den�nd �JfLD of Tukwila NG DIVISION Alarms will be provided as follows: • The Manifold Manager has commanded damper closed and the damper endswitches is not confirmed after 3 minutes (adj.). Manager Responsibility: The Manifold Manager will monitor the supply manifold air temperature (2 sensors), supply air humidity (2 sensors), and duct static pressure (2 sensors). The Manifold Manager will utilize the 0worst case0 of the supply air temperature and duct static pressure from setpoint as the control input to the operational AHUs on the manifold (Each AHU has dedicated sensors for independent control). Alarms will be provided as follows: • Duct Pressure Sensor Failure: The sensor is outside of acceptable operating conditions. • High Supply Air Static Pressure: If the supply air static pressure is 25% (adj.) greater than setpoint. • Low Supply Air Static Pressure: If the supply air static pressure is 25% (adj.) Tess than setpoint. • High Supply Air Temp: If the supply air temperature is greater than 75 °F (adj.). Unit Operation: Return Air Plenum from Suites (9 total fan arrays not dedicated to individual Suites) The Manifold Manager will monitor the return air plenum air temperature (2 sensors) and duct static pressure (2 sensors). The Manifold Manager will utilize the 0worst case0 of the duct static pressure sensors from setpoint as the control input to the enable and modulate the return Fan Array VFDs. The Return Fan Arrays will run continuously and a common signal will be sent to all operational Arrays. During Initial system startup (low Suite Toad conditions), the Owner will disable Fan Arrays either under the BAS front —end or at each Array electrical disconnect. The fan arrays will not be rotated or staged. Alarms will be provided as follows: • Duct Pressure Sensor Failure: The sensor is outside of acceptable operating conditions. • High Supply Air Static Pressure: If the supply air static pressure is 25% (adj.) greater than setpoint. • Low Supply Air Static Pressure: If the supply air static pressure is 25% (adj.) less than setpoint. • Duct Temperature Sensor Failure: The sensor is outside of acceptable operating conditions. Unit Operation: Return Manifold to Data Center AHUs The Manifold Manager will monitor the return air manifold duct static pressure (2 sensors). The Manifold Manager will utilize the 0worst case0 of the duct static pressure sensors from setpoint as the control input to the enable and modulate the relief dampers in Roof Hoods (Tagged: RH -42- 1,2,3,4). The Manifold Manager will send a common signal to all the relief damper actuators. The relief damper actuators will all be enabled simultaneously, and not be staged or rotated. The Owner will be able to disable individual relief damper operation at the BAS front -end. The Rood hood relief air dampers will he configured as normally closed / fail open. M ft-OiO RECEIVED FEB 0 4 2011 PERMIT CENTER 0 1 0 N N N T 0 CD. 0 rn o < o I M CD o ar LL 0 0 ti co 0 N 0 0 F206 282 9951 0 0 0 M 0000 CIL 0) 0 U u) w w w U J 0 1— 0 N CO T- 00 rn z H ISSUED / REVISED DATE PERMIT SET 04- FEB -11 P: \Major Projects \TUK Sabey Data Center \10 -1 -1281 SDC 42 Tukwila\ Engineering \Cad \hvac \M0.03- 05.dwg 2/4/11 9:54 AM COPYRIGHT aQ 2010 CALLISON CONTROLS SEQUENCES OF OPERATIONS HVAC M0.03 SHEET 4 OF 24 Damper Monitoring: The Manifold Manager controller will monitor the feedback status of each relief air damper actuator via factory provided actuator feedback terminals: Alarms will be provided as follows: • Manifold Pressure Sensor Failure: The sensor is outside of acceptable operating conditions. • High Supply Air Static Pressure: If the supply air static pressure is 25% (adj.) greater than setpoint. • Low Supply Air Static Pressure: If the supply air static pressure is 25% (adj.) less than setpoint. • Damper Failure —X: The damper position does not match the commanded position within 10 %. Pressure Protection: A hardwired duct static pressure switch will open (1) Manifold emergency relief damper if the manifold pressure is higher than 3.Oin H2O (adj. range 0.250 to 5.00). The Manifold Manager will monitor the pressure switch status and alarm under an over pressure release condition. The emergency relief will close when the pressure reduces below the pressure setpoint. Chilled Water System Chiller Manager: The chilled water system will be enabled to run continuously unless commanded off. The chilled water system will be disabled whenever: • When any AHU chilled water coil does not need cooling. Each chiller will run subject to its own internal safeties and controls. Chiller Lead /Lag Operation: The five chillers (CH- 42 —B1, CH- 42 -B2, CH -42C1, CH- 42 -C2, CH- 42 -D1) will operate in a lead /lag /standby fashion. To prevent short cycling, there will be a user definable delay (adj.) between staging up or down, unless shutdown on safeties or failure. Each chiller will run subject to its own internal safeties and controls. • The lead chiller will run first. • On failure of the lead chiller, the lag chiller will run and the command for lead chiller will remain on • On increasing main chilled water supply temperature above 50 °F (adj.), the lag chiller will stage on and run in unison with the lead chiller to maintain chilled water temperature setpoint after the lead chiller has run for 10 minutes. If the chilled water supply temperature drops below 48 °F for greater than 15 minutes (adj.), the lag chiller will be disabled. Selection of the Supply Water Temperature Sensor: Each Data Center AHU has a temperature sensor mounted in chilled water supply piping. The controls network will utilize each sensor to determine a highest temperature sensor. This sensor will be utilized for the Chiller Manager supply water setpoint control. The lowest —case selection process will be every 15 minutes (10 -60 minutes adj.). In the case of the failed sensor (i.e. sensor value reflecting sensor failure), this sensor will be removed from the calculation. In the case of the network failure, each Chiller will utilize the supply water temperature sensor mounted in its individual piping to common supply piping. The designated lead chiller will rotate upon one of the following conditions (user selectable): • manually through a software switch • if chiller runtime (adj.) is exceeded • daily • weekly Alarms will be provided as follows: • Chiller X Failure: Commanded on, but the status is off. • Lead Chiller Failure: A chiller run status will be monitored and utilized for chiller failure. If the chiller is commanded on and the chiller run status is not confirmed within 3 minutes (adj.), the chiller will be designated as a failed chiller, and the lag chiller will be commanded on Hydronic Pressure Sensors Each Chiller controller will be wired to a differential pressure transducer (Located near the 2nd Data Center AHUs) for independent control. The Chiller Manager will monitor the pressure transducers for Chillers in operation and send a common VFD speed signal to each Chiller controller. If the Chiller Manager controller fails, the individual chiller controller will operate from its respective pressure transducer. If a pressure transducer fails, the chiller is considered fail, and will be disabled. Chiller (typical of 5) Unit Tag: CH -42B1 typical Chillers are allowed to run at any time to allow for air handling unit non — economizer function. Run Mode: • Upon signal from the Chiller Manager, the controller will open the Chiller isolation valve on the to the Chiller. • Once the valve is open (via valve dry contact), the controller will start the chilled water pump associated with its chiller (CHP -42A to CH -52A1, etc.). • Upon confirmation of flow via differential pressure switch across the pump motor, the controller will enable the chiller. • Pump VFD Failure: The VFD failure / fault status is monitored and this condition will designate this as a failed chiller and not available, and the lag chiller will be commanded on • Chiller Failure: A chiller run status will be monitored and utilized for chiller failure. If the chiller is commanded on and the chiller run status is not confirmed within 3 minutes (adj:), the chiller will be designated as a failed chiller and not available, and the lag chiller will be commanded on The controller will maintain command for failed chiller. • Upon loss of chiller command, the pump will continue to run for 5 minutes (adj.). After pump command is disabled, the isolation valve will be closed. inlet Supply Water Temperature Setpoint — Fixed: • The controller will monitor the supply water temperature and will maintain a supply water temperature setpoint of 42 °F (adj.). Pump VFD Control: The chiller controller will monitor a supply pressure transducer mounted near the 2nd floor Data Center AHUs and send a signal to the pump VFD to maintain a pressure setpoint — TBD (adjustable) when the Chiller Manager is offline. When the Chiller Manager is available, it will monitor all the pressure transducer associated with the operational Chillers. It will average these conditions and send a common VFD speed signal to the individual chiller controllers to eliminate the operational hydronic pumps from having different speeds. Alarms will be provided as follows: • Pump Failure: Commanded on, but the status (via differential pressure switch) is off. • Pump in Hand: Commanded off, but the status (via differential pressure switch) is on. • Chiller Failure: The chiller has been commanded to run but did not receive verification. • High Chilled Water Supply Temp: If the chiller water supply temperature is greater than 56 °F (adj.). • Low Chilled Water Return Temp: If the chiller water return temperature is less than 45 °F (adj.). • Differential Pressure Failure: The sensor is outside of acceptable operating conditions. • Pump VFD Failure: The VFD alarm contact is initiated indicating an internal failure condition. Suite Control (typical of 2): Design Criteria: 64° -78T temperature and 30 -70% Relative Humidity in floor space. Initial Setpoints: 70 °F & 45%R.H. Run Conditions: The controller will control to maintain supply air temperature and static pressure to the space continuously. VIEWED FOR ' DE COMPLIANCE APPROVED JUL 07 2011 —;411 of Tukwila ` i:G DIVISION Supply Air Description: Supply air is provided to the space from the air handling equipment located on the 2nd Floor. A duct mounted airflow measuring device in each supply duct to the Suite will monitor the airflow. The (4) room temperature sensors will be utilized to modulate the Suite bypass air damper to maintain the room temperature setpoint of 707 (adj.). Airflow to Suite: The controller will modulate the supply air damper from the supply manifold to maintain a CFM setpoint of 40,000CFM (adjustable) of air delivered from the supply manifold. The controller will measure this airflow volume via (2) airflow measuring stations (one per supply duct to the suite). The airflow measuring stations calculated airflow volumes will be added together for the total airflow to the Suite. If one airflow measuring station fails, the functional airflow station calculated volume will be utilized for the failed airflow station. Alarms will be provided as follows: • Airflow Failure: The measured airflow is below the alarm setpoint (adj.). • Low Supply Static Pressure to Suite: Static pressure is below alarm setpoint (adj.) Space Conditions: The controller will monitor (4) space temperature / humidity sensors in the Suite. The sensors are wall mounted sensors and will be installed at the center columns in the Suite. . If a sensor has failed (i.e. sensor value reflecting sensor failure), the controller will remove it from the averaging calculation. Alarms will be provided as follows: • Sensor #X Failure: The sensor is outside of acceptable operating conditions. • Sensor #X High Temperature: The space temperature is greater than 767 (adj.). • Sensor #X Low Temperature: The space temperature is below 66T (adj.) • Sensor #X High Humidity: The space humidity is greater than the 70 %RH (adj.). • Sensor #X Low Humidity: The space humidity is below the 30 %RH (adj.). Space Air Temperature Setpoint — Fixed: The controller will monitor the supply air temperature and will maintain a fixed space air temperature setpoint of 707 (adj.). The controller will modulate the Suite bypass air damper (from common Suite return plenum) to maintain the space air temperature to the Suite: Space Air Humidity Setpoint: The controller will monitor the space humidity at the (4) locations and maintain a fixed space humidity setpoint of 45 %RH (adj.). The Suite humidity setpoint will be transmitted to the Manifold Manager to reset the AHU supply air temperature setpoint for each available AHU. The Manifold Manager will select the 0worst —case0 Suite from setpoint for resetting the supply air temperature setpoint to the AHUs. The controller will not utilize the return air damper in Suite to control humidity in space. Space Pressure The controller will measure space static pressure between the space and the common corridor and adjust the return air dampers to in the ceiling plenum to maintain a positive air pressure difference of 0.10 pressure difference between the space and corridor. Alarms will be provided as follows: • Low Static Pressure: If the space pressure drops below the setpoint. If there is a loss of acceptable pressure reading, the controller will maintain last command signal and initiate an alarm. Return Air Description: The rack mounted servers in the floor space are equipped with fan assisted plenums that route the hot air from the server to the ceiling plenum. The hot air will pass thru a Suite Return Air Damper to the common Return Air Plenum for All Suites. A Return Fan Array system will push the hot air to Return Air Manifold or a Suite Bypass Damper will allow the hot air to be mixed with the cold supply air from the supply manifold prior to discharge into the Suite. Return Air Plenum Pressure Control: The controller will monitor (4) Differential pressure sensors between the room and ceiling plenum and modulate the Suite Return Damper to maintain a negative pressure setpoint of 0.05in H2O (adj. range +/— 0.00 to — 0.250). The 0worst case0 of the pressure sensors will be utilized for control. When the return air plenum is within 30% of the setpoint, the controller will only modify the control signal to the VFDs once per 30 seconds (adjustable) in order to provide system stabilization. During system startups, the controller will signal the VFDs every 1 second (adjustable). Suite Return Air Dampers will be configured as normally open / fail open. If a differential pressure sensor is defective, it will be removed from the calculation of 0worst case0 condition. Alarms will be provided as follows: • Low Static Pressure: If the plenum pressure drops below the setpoint for longer than 30 seconds (adj.). • High Static Pressure: If the plenum pressure rises above the setpoint for longer than 5 minutes (adj.) • Plenum Pressure Sensor X failure: The sensor is outside of acceptable operating conditions. Return Air Temperature Monitoring: The controller will monitor (4) return air temperature sensors mounted in the return plenum and modulate the Suite return air damper closed to maintain a 90T Return air temperature in the plenum if the Return air plenum pressure is within 5% of setpoint. Otherwise the return air pressure setpoint will have a higher priority. VESDA System in Suite — NONE Pressure Protection: A hardwired duct static pressure switch will open (1) Suite emergency relief damper if the Suite return plenum pressure is higher than 1.Oin H2O (adj. range 0.250 to 2.00). The Suite controller will monitor the pressure switch status and alarm under an over pressure release condition. The emergency relief will close when the pressure reduces below the pressure setpoint. Suite Controller Failure: Upon loss of Controller Signal, the following items will occur: 1. Bypass air damper will close. 2. Suite supply air damper will open. UPS Room CRACs Unit Tag: CRA Unit Description: Each CRAC unit consists of a supply fan, a coo ing col with a control valve, and full economizer cooling capability. The ALC control system will interface with the internal factory provided BACnet controller for monitoring and limited control. The factory controller will be independent controller and have full unit control responsibility for fan operation and cooling control to maintain its return air temperature. Unit Operation: The three CRAC units operate in a lead /lag /standby fashion. Run Conditions: The unit will run continuously. The unit will have independent operating mode to enable the owner to start —stop the unit independent of other units. The controls will operate to run the unit oss of commando. moke Detection: e n will shut down and generate an alarm upon receiving return • it smoke detector status. The smoke detector will be hardwired to the supply fan motor for em • cy shutdown Chiller System Demand: via ALC Serial interface with Factory controller Upon the lead cooling coil control valve signal above 5% (adj.), the controller will signal the chiller system to start the lead chiller pump and associated chiller. The controller will maintain Chiller command until the control valve signal drops below 5% (adj.) for 5 minutes (adj.). ALC Interface: Final interface points to be determined when Factory Points List is available The ALC system will provide the following alarms of the CRAC unit operations. Alarms will be provided as follows: • Return Air High Temperature: The return air temperature is greater than 76 °F (adj.). • Supply Air High Temperature: The supply air temperature is greater than 65 °F (adj.). • Unit Fault: The Unit alarm condition is initiated indicating an internal failure condition. [1ftO2O RECEIVED APR 11 2011 PERMIT CENTEF Cg W Z W t) +' L `_ av) co !H W a — _ Z 00 0 0 Crif) a N o (i) o. 0 0 0 co a) � N N 0 co .Q N N N (0 (0 0o3 Z NTERGATE EAST CAMPUS W 0 J 0 N 0 N 1- w 0 Lt a ISSUED / REVISED DATE PERMIT SET 04-FEB-11 CD SET 25-FEB-11 REV -1 PERMIT REVISION 05 -APR -11 P: \Major Projects \TUK Sabey Data Center\10 -1 -1281 SDC 42 Tukwila\ Engineering \Cad \hvac \M0.03- 05.dwg 4/6/11 1:05 PM COPYRIGHT ® 2010 CALLISON CONTROLS SEQUENCES OF OPERATIONS - HVAC M0.04 SHEET 5 OF 24 UPS Room CRAC Manager: Run Conditions: The controller will monitor the Outside air temperature for the UPS AHU operation. The controller will monitor the space air temperature in the UPS room (2 sensors). Alarms will be provided as follows: • High Space Air Temp: If the space air temperature is above 80'F (adj.). Leak Detection: The CRAC manager will monitor an individual floor rope type leak detector around each CRAC unit. Upon a detector alarm condition, the Manager will initiate an alarm. CRAC Lead /Lag Operation: The three CRAC units operate in a lead /lag /standby fashion. To prevent short cycling, there will be a user definable delay (adj.) between staging up or down, unless shutdown on safeties or failure. Each CRAC unit will run subject to its own internal safeties and controls. • The lead CRAC will run first. • On failure of the lead CRAC unit, the lag CRAC will run and the command for lead CRAC unit will remain on. • On increasing space temperature above setpoint of 70T (adj.), the lag CRAC will stage on and run in unison with the lead CRAC to maintain space temperature setpoint for 10 minutes. If the space temperature drops below setpoint for greater than 15 minutes (adj.), the lag CRAC will be disabled. UPS Pressure Control A pressure transducer will be mounted between the UPS and Generator Rooms. The controller will control the Transfer Fan VFD speed to maintain a positive static pressure setpoint of 0.5in H2O (adj. range 0.00 to 1.00). Upon a loss of duct static pressure information (i.e. sensor value reflecting sensor failure), the controller will utilize the last received value. Generator Room (typical of 1) Generator Room Temperature Control Transfer Fan Control: The controller will control the TF- 42 -B1/C1 fans by sending a signal to the factory provided Fanwall 2.0 control panel which modulates the quantity of warm air transferred from the UPS room into the Generator Room. The controller will base the modulation control based upon outside air temperature, start the fan at minimum setting (adj.) at 70 Degrees. F. and ramp up to maximum airflow at an outside air temperature of 45 F. whenever outside air temperatures are less than 25F then the fans are to modulate to minimum airflow fan airflow. This function will allow the UPS room to remain in a positive pressure. The controller will monitor the generator space temperature and stage the generator room exhaust fans (tagged: EF -42 -C1 & EF- 42 -D1) to maintain a space temperature setpoint of 80T (adjustable). The exhaust fans will not be rotated. Alarms will be provided as follows: • High Space Air Temp: If the space air temperature is 5F greater than setpoint (adj.). • Exhaust Fan Failure: Commanded on, but the status (via current relay on motor) is off. • Exhaust Fan in Hand: Commanded off, but the status (via current relay on motor) is on Additional Monitoring Points: Alarms will be provided as follows: REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 7 2011 City of Tukwila BUILDING DIVISION Note: This are monitoring alarm contacts only. The BAS can not reset the panel alarm condition. Fuel Day Tanks (1 Total for 3 Generators) / Final Points will be determined when Fuel System confirmed • Day Tank #1 - Loss of Flow Alarm Alarm level preset by Owner /Installing Contractor. • Day Tank #1 - Low Level Alarm: Alarm level preset by Owner /Installing Contractor. • Day Tank #1 - Leak Alarm: Alarm level preset by Owner /Installing Contractor. • Day Tank #1 - Tank Level Pump Control Panel #1 / Final Points will be determined when Fuel System confirmed • General Alarm: Alarm condition preset by Owner /Installing Contractor. • Pump Flow Not Authorized: Alarm condition preset by Owner /Installing Contractor. Pump Control Panel #2 / Final Points will be determined when Fuel System confirmed • General Alarm: Alarm condition preset by Owner /Installing Contractor. • Pump Flow Not Authorized: Alarm condition preset by Owner /Installing Contractor. Fuel Line Leak Monitoring Panel / Final Points will be determined when Fuel System confirmed • Line Leak 1: Alarm condition preset by Owner /Installing Contractor. • Line Leak 2: Alarm condition preset by Owner /Installing Contractor. RECEIVED FEB 04 2011 PERMIT CENTER r LIJ fsa W D W ' cfl q y Q _ I- o � I- Acon..Lumoo N N is" Fourth Floor 0 0 E • N N c co — ▪ co co m o 0 cn��3 0_ Q y U 0. w N w I- ✓ < C1 C7 in v7 V) w M 1- F- w U 0 co 0 Z PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 04-FEB-11 P: \Major Projects \TUK Sabey Data Center \10 -1 -1281 SDC 42 Tukwila\ Engineering \Cad \hvac \MO.03- 05.dwg 2/4/11 9:54 AM COPYRIGHT © 2010 CALLISON CONTROLS SEQUENCES OF OPERATIONS - HVA,C M0.05 SHEET 6 OF 24 m C0 N 0 N N Fourth Floor 0 0 ti 00 00 N CO N0 F206 282 9951 sabey.com 5'X17' CHAIN LINK FENCE OSA PLENUM INTAKE WITH 3'X7' CHAIN LINK ACCESS DOOR OSA PLENUM 41,000 CFM �' FIRE RATED ROLL -UP DOOR (SEE ARCHITECTURAL) 10' WIDE X 10' HIGH SHEET METAL ACCESS PANEL with 2" RIGID INSULATION BEHIND CRAC UNIT (TYP 3) 110 "X36" EGGCRATE GRILLE B.O. OPENING AT 14' -0» AFF (TYP) SEAL INSULATED STUD WALL AIRTIGHT 10 10 - SEE SHEET MP2.01A FOR SHEET METAL SHROUD OVER WATER PIPING IN THIS PREA MAINTENANCE PLATFORM 42" MIN. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 7 2011 110 "X36" EGGCRATE GRILLE B.O. OPENING AT 4' -0" AFF (TYP 9) SR1 -3420 (TYP 4 UNITS) PROVIDE (4) REMOVABLE TEMPERATURE SENSORS 2 0 E E� spa cc' tr C13 tX u, E CD VFD /2.0 FLOW CONTROLLER 12 GENSET EXHAUST METALBESTOS 120 UP TO ROOF (50'±) TRANSFORMER 3000 KVA HUS42€"t WITH SOUND TRAPS (24 "X24 "X36" ) 4rA rra / ,; / / / / / SWiTeci 72X36W 18'X16' OSA INTAKE WITH SOUND TRAPS & BACKDRAFT DAMPER (PHASE -1i GENSET EXHAUST METALBESTOS 120 UP TO ROOF (50'±) 14'X9' LOUVER WITI^ 3 5' DEEP ACOUSTICAL TRAPS 98.8 SQUARE FEET (TYP 3) 'MAN: FORMER ;.0 KV HUS-42C 141X12' OSA INTAKE WITH SOUND TRAPS & BACKDRAFT DAMPER (PHASE -2) INTERGATE EAST CAMPUS W U J 0 1-0 N CO (0 CO 0) a co LO M. I- RANSFOR ER 6'X6' RELIEF OPENING TO OUTSIDE WITH y "XX BIRD SCREEN, & CWBDD LOCATE TOP OF OPNING AT 12" BELOW STRUCTURE (OCFM - 27,000 CFM) ISSUED / RE vSaCH REV -1 PERMIT REVISED DATE 04- FEB -11 25- FEB -11 REVISION 05- APR -11 TRANSFORMER SOLIOVIA HUS42A 1ST FLOOR PLAN HVAC CALE: M2.01 P: \Major Projects \TUK Sabey Data Center\10 -1 -1281 SDC 42 Tukwila \Engineering \Cad \hvac \M2.01.dwg 4/6/11 1:05 PM COPYRIGHT © 2010 CALLISON SHEET 7 OF 24 1 0— 1 1 12 13 14 1 5- 16 9 7 .8 19 7 D 7 6 if F 8 8- 8— 8— -.El 8 8 E 8 I I • I I - - MU-42D2 AHU-4201 1 1 PH{-2 1 r-- 1 -,... _I 1- -- — -7 -,1- I .< I I . I 1 1,E-' I I •`-' 6 117.,2t,11121 8 77 .',1172r. 116 6 1 1 0— Ij 1 0 1 0 Fr' I " J 112F42D3J 6'x5 6)(5' (AMS> 1 <AI,/,S> 1 MIRA MIN N-42D2] c 11-42[11iL mom 1RF-42C11 1RF-42631 LLJLI L Farm Fallus MOM IRF-42A21 / I / I 1 1 1111 _ _ _ T 1 2')(5'SA DUCT 1 1 - 1l 11 4 - 202A 12.02B 8 9 10 11 7 rP - -17 12 2Fd 13 1.1 14 4Q1- 14 r1)14 15 12 13 14 15 M 6 1 6 7 9 10 12 13 1 4 15 2'64' EGGCRATE SUPPLY --' 3,500CFM (TYP 28) D- 6' X4' I - - - 1 6 ................ 2ND FLOOR PLAN - HVAC SCALE: 1/16" = 1 '-0" 8 9 10 - 11 12 1 3- 14 15 PAL I.WA) 9 9 13 1m:14 1 5- 1 1 12 1 3- 1 4 15 1 2 13 14 15 7 6 8 • FR-1 9 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 07 2011 City of Tukwila BUILDING DIVSILIN 12-Q- 13 1 5" Q Q 11 1 2— 1 3- 14 - 15 1 RECEIVD FEB 04 2011 PERMIT CENTER y- C\I CO CO 0) a) a) 0) 0 0 co co cs.1 0 0 a) co a) 1 cn 2 0 1- 1— < () it Lc) LLJc) I— co 0 co CO NM= 1— ISSUED / REVISED DATE PERMIT SET 04-FEB-1 1 P:\Major Projects\TUK Sabey Data Center110-1-1281 SDC 42 Tukwila\Engineering\Cad\hvac\M2.02.dwg. 2/4/11 9:54 AM COPYRIGHT ® 2010 CALLISON 2ND FLOORN PLAN - HVAC M2.02 SHEET 8 OF 24 I■■ '.....---■ ■........„.........-- ....----■. ,...-- P ..------ 1 MU-42A2 1 1 AHU-42A1 MU-42B2 MU-42B1 1 1 PH-1 1 PH-1 1 1 PH 1 1 .1 1 0 1 0 Fr' I " J 112F42D3J 6'x5 6)(5' (AMS> 1 <AI,/,S> 1 MIRA MIN N-42D2] c 11-42[11iL mom 1RF-42C11 1RF-42631 LLJLI L Farm Fallus MOM IRF-42A21 / I / I 1 1 1111 _ _ _ T 1 2')(5'SA DUCT 1 1 - 1l 11 4 - 202A 12.02B 8 9 10 11 7 rP - -17 12 2Fd 13 1.1 14 4Q1- 14 r1)14 15 12 13 14 15 M 6 1 6 7 9 10 12 13 1 4 15 2'64' EGGCRATE SUPPLY --' 3,500CFM (TYP 28) D- 6' X4' I - - - 1 6 ................ 2ND FLOOR PLAN - HVAC SCALE: 1/16" = 1 '-0" 8 9 10 - 11 12 1 3- 14 15 PAL I.WA) 9 9 13 1m:14 1 5- 1 1 12 1 3- 1 4 15 1 2 13 14 15 7 6 8 • FR-1 9 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 07 2011 City of Tukwila BUILDING DIVSILIN 12-Q- 13 1 5" Q Q 11 1 2— 1 3- 14 - 15 1 RECEIVD FEB 04 2011 PERMIT CENTER y- C\I CO CO 0) a) a) 0) 0 0 co co cs.1 0 0 a) co a) 1 cn 2 0 1- 1— < () it Lc) LLJc) I— co 0 co CO NM= 1— ISSUED / REVISED DATE PERMIT SET 04-FEB-1 1 P:\Major Projects\TUK Sabey Data Center110-1-1281 SDC 42 Tukwila\Engineering\Cad\hvac\M2.02.dwg. 2/4/11 9:54 AM COPYRIGHT ® 2010 CALLISON 2ND FLOORN PLAN - HVAC M2.02 SHEET 8 OF 24 6 7 8 9 10 A A 6 6 6 6 / c 7 :ZZ /dt 7 II.;:Ig.,,gSg?%S,Ig%I.:*IIIII,Igig:*;;I:g:',.//,../, -","%:•:*%%:• ..1 ... .. .. ... ..... ... .. .. ... .. ... .. .. ... ... l'•!".. 1";1,11,I G ... 7 7 7 i .......... ... ... ...... ..... . .. , ... 22X22 OPENING ABOVE CEILING (FIELD TO VERIFY) DT2-220 80 (TYP 9) 12X24 RETURN AIR GRILLE 8 24"X24" RA OPENING WITH FD TYPE TEMPERATURE SENSOR EE CONTROLS A 9 10 CN 1:1 9 _ 117 CAP FOR PHASE-2 ORK TOTX6L. FT-7 CN SET AT 0.35" POSITIVE PRESS RE 12 -CD AHU- 42D2 AHU 42D1 1 PH{-2 Ic 12'X11'W UP 71X17 SA PLENUM (PHASE-2) 71 0C- POS 6'X4' -11 I I VFD CONTROLLER (PHASE-2) A SET AT 3" PRESSURE PLENUM ACCESS DOOR L 1 1 RF-42D3] CAP FOR FUTURE PHASE 10'Xl O'RA PLENL M I I — \ \I I -I a- (PHASE-2) II I I I r 1 1 1 [771 /17...111, 7_714 ITY 'FT Iff r 11 '11111 RF-42D2] Lg-42D1] 6 X5 ' 6 X5' I----- /\ /\ 1 PLENUM ACCESS DOOR <AN S> S> WITH REMOVABLE PANEL \/ © M2.02A - M2.327- _L \\ 7 CAP FOR FUTURE, PHASE 2 (4'X17') 1 1 CAP 5'X5' FOR FUTURE AHU-42C2 PH-1 10 X5' 10 0 X6'W CNJ ?< AHU-42C1 PH-1 10'X5' PLENUM ACCESS DOOR WITH REMOVABLE PANItL (PHASE-1) ( RF-42C3 5' W 2 \ / 5'X5'W M S> o-F 12'X11' UP 7'X17'SA PLENUM (PHASE-1) cp 7 12'X7' BOD:10' -0" F — -I --- (N >< .?‹ -CD r--- 70 "X24" AHU -42B2 AHU-42B1 10'X5' PH-1 10'X5' 5'X3' RA OPENING Mt= 10 ESN LAB ISOLATION DAMPER G SET AT 0.35” POSITIVE PRESSURE cD CN -CD AHU-42A2 PH-1 —I o 10'X5' 7'X17'SA W 5X3' RA PLENUM OPENING En= ( TTCX1O'RA 1 PLENUM AHU-42A1 PH-1 10'X5' 10 -F VFD CONTROLLER (TYP) WALL LIGHTING TO BE 1:111:\NDED BY ELECTRICAL. 10'X10'RALPLENUM SA DUCTS PHASE 2 // , AMS (PHASE 4 ',://// N MI RF-42B3 'X5rW 61-X 5-1W J21 1 RF 42A2 RF-42A3 111117_ iN NT N N. Lri-1 =NI 4'X3' RA OPENING,/ RA PLENUM 5'X5'W 5'X5' ENCASE EXISTING BRACED FRAME WITHIN DUCT SYSTEM WITH SHEET METAL. D „ , E 2ND FLOOR PARTIAL PLAN (NORTH) - HVAC 11 WO INN 111111111111111111111111111111111 G SUPPLEMENTAL HEATER - TBD (TYP 4 PLAC) RF-42A1 all -.... - (TN AIRFLOW 1 1 (TYPICAL 13 LEN 9 j X11' UP REVIEWED FOR CODE COMPLIANCE APPROVED JUL 07 2011 City of Tukwila BUILDING DIVISION 10 UM ACCESS DOOR RETURN ity LENUM PRESSURE DAMPER ( PICAL) MULTIPLE SECTIONED DAMPER REQUIRED EE SECTION 1 ON SHE M5.02 FOR FREE AREA RETIREMENTS RECEIVED SEAL RA PLENUM FROM 2ND FLOOR TO 3RD FLOOR STRUCTURE MEASURING suIT INGSEA)TIOiNi APR 1 1 2011 PERMIT CENTER - 0 Fourth Floor 0 0 co 00 CN1 0 0 s. w 1.0 0) 00 CO 0 E 0 0 a) (r) 2 ILI < CA 0 w i- t wict N w I- t, '4( ▪ 0 u, • w - or) w 0 _1 a. 0 C\1 W 00 CO 0) co Co LO 0 C\I 0 C•1 1- w 0 ISSUED / REVISED DATE 04-FEB-11 25-FEB-11 REV-1 PERMIT REVISION 05-AP R- 11 PERMIT SET CD SET PAmaior Projects\TUK Sabey Data Centel 0-1-1281 SDC 42 TukwilalEngineering\Cadthva6M2.02.dwg 4/6/11 1:05 PM COPYRIGHT 0 2010 CALLISON 2ND FLOOR PARTIAL PLAN (NORTH) - HVAC M2.02A SHEET 9 OF 24 12 I 3 0 4 15 6 A A A A A 1■1 RETURN AIR PLENUM PRESSURE SENSOR SET @ - 0.10" STATIC PRESSURE. (PHASE 2) 2'4' EGGCRATE SUPPLY 3,500CFM (TYP 28) --- F - L 4T- 16 fli 1 1 \-4 6'X4' (PHASE 2 2 3 14 15 AIR TIGHT. (f) T'STAT CEILING 200 (TIP) ABOVE (TYP) E 2 RETURN AIR PLENUM PRESSURE SENSOR SET (4 - 0.10" STATIC PRESSURE. (PHASE 1) E 13 14 12 13 INN 111111 111111111111111111111111111 INN INN PRESSURE SENSOR SET AT 0.10" POSITIVE PRESSURE (BELOV CEILING) 2'X4' EGGCRATE SUPPLY 3,500CFM (TYP 28) 16 1 6 — (PHASE 1) LC) -CD 14 12 13 200 (TYP) LO 00 15 14 2'X4' EGGCRATE SUPPLY 3500CFM (TYP 32) '1 6 PRESSURE R LIEF SET AT 1" STATIC 16 16 (PHASE 1 imorromorm moniiiiiimmor NMI 111111 G (f) 12 Fl E RATED CEILING & WALL J REFERENCE PRESSURE SENSOR RETURN AIR PLENUM PRESSURE SENSOR SET @ - 0.10" STATIC PRESSURE. (PHASE 1) •0 1 3 NO TURNING VANES 200 (TYP) 2'X4' EGGCRATE SUP 3,500CFM (1YP 32) G LY 14 12 13 14. PRESSURE SENSOR SET AT 0.10" POSITIVE PRESSURE (BELOW CEILING) 15 15 2'X4' EGGCRATE SUPPLY 3,500CFM (TYP 28) REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 7 2011 City of Tukwila BUILDING DIVISION J J J 2ND FLOOR PARTIAL PLAN (SOUTH) - HVAC • SCALE: RECEIVED FEB 04 2011 PERMIT CENTER gRMMOMIM C4 y- LO 00 CO 0) In 0 t•-• c.) co a) oo CV co CO oo O. CID C•1 C 1- w 0 a_ ISSUED / REVISED DATE PERMIT SET 04-FEB-11 P:\Major Projects\TUK Sabey Data Center\10-1-1281 SDC 42 Tukwila\Engineering\Cad\hvac\M2.02.dwg 2/4/11 9:54 AM COPYRIGHT 0 2010 CALLISON 2ND FLOOR PARTIAL PLAN (SOUTH) - HVAC M2.02B SHEET10 OF 24 -v —CO Fourth Floor N Lt ) 010 CO co CD rn m 7206 281 8700 o 0) • N Q) co In N co o � , / %- >Y`•. /riod�i��i /� /.��i��ci �iii7��.,� /iil� /i'��OOrG�i�GZi. 200W DN HORIZONTAL RATED SHAFT — SEE ARCHITECTURAL DRAWINGS VERTICAL SHAFT 36 "X54" INSIDE CLEAR DIMENSIONS ENCASE - EXISTING STEEL BEAM WITH SHEET METAL_ - ENCASE EXISTING ' DN STEEL BEAM WITH SHEET METAL 9 9 0 CZ 43 C N ENCASE OSA 6'X15'W UP TO ROOF HOOD (18 GAUGE) OSA 6'X15'W UP TO ROOF HOOD (18 GAUGE) STEEL BEAMS INSIDE OUTSIDE AIR DUCTS WITH SHEET METAL AS CALLED OUT ON ARCHITECTURAL DRAWINGS CROSS BRACING & BRACED FRAMING IS IN THIS GRID SEAL DUCT TIGHT TO STEEL. RELIEF 6'X15' UP TO ROOF HOOD (18 GAUGE) H 1 O 1 0 1.O ENCASE STEEL BEAMS INSIDE OUTSIDE AIR DUCTS WITH SHEET METAL AS CALLED OUT ON ARCHITECTURAL DRAWINGS PROJECT #210252.06 111 ISSUED / RE PERMIT SET CD SET REV -1 PERMIT REVISED DATE 04- FEB -11 25- FEB -11 REVISION 05 -APR -11 3RD FLOOR PLAN HVAC SCALE: 1/8" = 1' -0" SCALE: 3RD FLOOR PLAN - HVAC M2.03 P, \Major Projects \TUK Sabey Data Center \10 -1 -1281 SDC 42 Tukwila \Engineering \Cad \hvac \M2.03.dwg 4/6/11 1:05 PM COPYRIGHT © 2010 CALLISON SHEET 1 1 O F 24 B MOON: KS= 6 ' B 7 7 • 7 0 7 D H CHP-42C2 CHP442C1 9 10 CH-42D1 00 O CD O S co (D, 0 0 S S 00 • 0 B 9 10 RH-42 1 F M M / OSA ROOF HOODS 1 0C- 9 10 ei:MiSSOOMSZIMSIZZSZSZRTa 1 7 D 8 0 7 0 r ZMAIMP67600555555MM.51 05552 RXRAMME09929AMMESM5666 f r E MTL:T: ?TM TL: TITT: TA :4 0 SS 0 0 S0 re (0» 8 SO SO •0 O. 0 c OS CO CO 0 CV E • 0 00 RH 42-2 D 89,700CFM D 9 CH 42C1 10 9 0 CH-42C2 0 F 89,700CFM --> RH-42-3 \\/RELIEF AIR COWLING, EXTENSION 48" ABOVE ROOF CURB TO BOTTOM OF DISCHARGE 8 9 00 DO F 7 0 05 8 1_0 so 00 G O 0 O 0 O 0 M / o 10 ROOF PLAN - HVAC SCALE: 1/8" = r-0" / OSA ROOF HOODS F 9 10 00 G 7 H H 7 8 CH-42B2 8 10 H 1 0 RELIEF AIR COWLING, EXTENSION 48" ABOVE ROOF CURB TO BOTTOM OF DISCHARGE 10 M RECEIVED APR 1 1 2011 PERMIT CENTER 0 L. ,-. a) To- co • • W I— u- X w 0 0) C) CO CO CO 0) co 1— CO CN 0 CN1 1- w 0 0 ISSUED / REVISED DATE PERMIT SET 04-FEB-11 CD SET 25-FEB-11 REV-1 PERMIT REVISION 05-APR-11 P:\Mainr Pmi, Sah0v Data Cantar\10-1-12/11 SDC 42 Tukwila\Enaineerina\CadthvacW2.R1.dwa 4/6/11 1:05 PM ROOF PLAN - HVAC M2.R1 COPYRIGHT (c) 2010 CALLISON SI-IFFT19 CIF 9d RATED FIRE /SMOKE WALL WITH SA DUCT & RA OPENINGS (PROTECTED) WALL BY GC AREA FOR SUPPLEMENTAL HEATER SEALED RA PLENUM 2ND FLOOR TO 3RD FLOOR STRUCTURE BYPASS 17' 110 "X36" EGGCRATE GRILLE 3' (MIN.) 200 CRAC UNIT SA (70 °) 235,900 CFM 24"X48" EG GRILL 3,500 CFM WITH CAN ON TOP (TYP r.60) DATA CENTER ROOM (70° COOL AISLE) 110 "X36" EGGCRATE GRILLE MAINTENANCE PLATFORM RATED FOR 4,000 LBS 2ND FLOOR 42 "X36" PLENUM 1ST FLOOR CRAC UNIT ELEVATION M5.01 SCALE: 1 /4" = 1' -0 RA (90 °) RA UP THROUGH RACK WITH SHROUD TO PLENUM A E— (70 °) BDD RA (90 °) RELIEF FAN FAN WALL FAN SUPPORT RAIL RA 7 (90 °) LIGHT lRA (BY EC) (90 °) SA PLENUM (55 °) AHU WITH BASE RAIL 58,900 CFM EACH OR 117,800 PER PAIR RA DUCT SA DUCT PLENUM PLENUM INSULATED SHARED PLENUM WALL 1 2ND FLOOR SECTION PLAN HVAC M5.01 SCALE: 1 /4" = 1' -0 12' 2 3RD FLOOR SECTION A -A M5.01 SCALE: 1 /4" = 1' -0" P• \Mainr PrniA tc\TI EXISTING ELECTRICAL CONDUIT 00 0000 0000 REVIEWED FOR CODE OMPLIANCE RO'BE'D JUL 0 7 2011 City of Tukwila BUILDING DIVISION SMOKE EXHAUST 100% OSA ECONOMIZER 20' 12' _An ron+aMn_1_19R1 SIC 49 Ttikwila\Fnninaarinn \Cad \hvac\M5_n1_dwo 914111 M I I 0.1-d N Z m L lQ W OD \ 0 (0 ' a M co 00 o n E I- W_`°or,rn0° a 8Qoorn a I- . o N N 0: = — > CO 00 .r . .. �W E N N N ca eg W O. v- cn cr ; 4 eg Z000N -003 NN N 000., u_ u) 3 0) 1 RECEIVED FEB 04 2011 PERMIT CENTER 9.55 AM C(IPYRI(;HT n 9f11f1 CAI 1 ISf1N 00 CL W 0oo lu QQC° r y U 0 co E— _ a'. d CS W N N W to d'I- t) Q (n = W M Z 0 PROJECT #210252 ISSUED / REVISED PERMIT SET SECTIONS & ELEVATIONS SHEET - HVAC M5.07 QIJGCTAO /lC •fA CODE LIMIT WAC 173-60-040 MAXIMUM LIMIT FOR CLASS C TO CLASS C PROPERTY IS 70 DBA ACTUAL NOISE LEVEL 67 DBA FOR CHILLER ON ROOF ® 91'- FROM WEST PROPERTY LINE WHICH IS ADJACENT TO ZONE "C" INDUSTRIAL INDUSTRIAL ZONE "C" 0 2 A Q 4 4 Q i i i I 2- 2 3 2 3 4 5 2 3 INDUSTRIAL ZONE "C" Q ' Q Q c? Q Q. PROPERTY 213 -3' 2 3 4 5 2 3 5 2 3 5 3— 5 2 4 Q Q Q I I I I 0 R 5 T 2 1 3 P— 4— — a-0- — 4— 4— —5 4 5 A 7 5 — 6� 5— J T 7 J 2 5 — T 5 - 3 9 9 I I 4 5 — 6 —1 J 5 2 3 5 — 6— 7 91' -2" — 11— 9 �.' i 4:'4 • r _J /�,�lm��y�[6 k ikt, ebj ® ®I® ®I® 010 010 0 LID mm CC/ lc 1 1 EMI mmmll 1 1 IT7mmmCID mm CIE mm mmmmm mm CIO mCIO mmmmm 9 — 9 — — 10— ¢— — 10— OM KW WI 100- 10— al 10- CIA ME MU 10— 10— 10— 1 2 5 10— 5 9 12 —. 4 — 12 13— 13— 327 —4" 11 120- 12— 13 11 13 11 _E 12 13— 12— 13— 11 12 13— 12 13— X12 11 13 16 14 14 14— 14 — 15— 5— 15— 15— 15— 15 14 5— 11 11 12 13 14— 12 13— 13— 15— 13 14 15— 13 14— 5— 6, 6 6 6 6 6, 6 c5 c5, 6 6 6 6 6 6, L INDUSTRIAL ZONE "C" DACOUSTICAL PLAN HVAC SCALE: 1/32" = 1' -0" N PROPERTY LINE INDUSTRIALS ZONE "C" REVIEWED FOR CO POMP N APPROVED E JUL 0 7 2011 City of Tukwila BUILDING DIVISION tiel ari0 RECEIVED FEB 0 4 2011 PERMIT CENTER W 1- z t� LIJ ati) • p`°"` I- W W at & • a..*'W • Q Wd • :«Z mO o O. o Hd • 0 N N 0 0 LL 0 0 0 ti 0 N- W N co 0 NTERGATE EAST CAMPUS W O co < a. co 0) =Q 0 N CO u7 M M - 1— 0 N LC) N 0 N I- U w 0 0 ISSUED / REVISED DATE PERMIT SET 04-FEB-1 1 P: \Major Projects \TUK Sabey Data Center \10 -1 -1281 SDC 42 Tukwila \Engineering \Cad \hvac \M5.02.dwg 2/4/11 9:55 AM COPYRIGHT Q 2010 CALLISON ACOUSTICAL PLAN -HVAC M5.02 SHEETI4 OF 24 5 7 8 1 2 3 19 19 9 91 9 9 A A 1 • A . 2 4449,1 2 92. ..66620: 71; 2 144092612# --- ---- -- ---- LL 1 ininementudi 3 4. '117r.:71:44‘.-. x4.7 griTi'-gaiERHIgn 4131117NEEKUMMIN • 4 4 -;-- 5 6 6 6 • 3 21,;11,Y.i ;OP 3 4 5 : erk.:106-64 066466 59:6614 0,4996 u.69r: L.: :;466, 6,:25446 221,1112 " ; c.. 3 01; 11 ...... . 4-1 5 5 F t 5 8 8 ';(266.2W,K41:9Z-2:62=i•Z.F.P.KI.X11220=22.92-4. • 4.4; 21 8 : 8 10- 12- 13- 4 15 16 9 10- 12 13- 14- 9. — 10- 11 9 . 10- -0. 2 • :10.);f-.-: •••, 1f 10— 4 6 li 7 8 01 9 6 7 P. • 6 7 - 8 . 8 9 9 E_ MEM BEEN I SEEM MEd r r: rja —ass—ituala —0 11 1 !!'l FIVO-1■111 .11Mrilliall;h1 • 24 4 rele4 Mt11111■ElhAniNa IIIMMI=EMBIMME _/_ 14 • 3 9 " 3 . 4 ,1* 4 5 ... .. ..... I, 3 K .... c? lc) lc) cp M2 3 31, 5 5 • 1 2 3 4 91_ 5 J-7 212H' I 11%1 14 6 — 1 2 3 4 1 2 3 4 —4141- EXISTING MV SERVICE EMU 11-41C4 ROOM • Az\ m 11:0 *ft,' ............................ L. ,1''..--'••••••;; ------ ---- 8 .2 9 13- ... „71 0 11 <14 ' 21:45.240.2 '2:52 • ; ---- , .3:152,20 8. -111 - %:;: 5. 12 - 12- 3 ... 63 1 A 16 A ------------- 16 14 ------ 5 15 4 4- 15- 14,- ... . . r26 IP : 0 15 . . 15 6:.. if •Kr 12- 14 0- 10- 44- 10 ,112- 119 11 . 12- 12- 12- 2 2 0 5 f 0 2 2 T 2 2 f 3 - -S 4 - 4 -T 4 -6- 4 - 4 EXISTING UNDERGROUND FUEL TANK #3 - OWNERS CONTRACTOR 1HALL PREPARE XISTING TANK FIR SERVICE. INSTALL EXISTING PUMPS AND PREPAR FOR SERVICE. ELEqTRICIAN SHALL FI8ROVIDE POWER CONNECTIONS,' PUMP & CONTROL CONNECTIONS, AT TANK, CONNE TION TO LEAK ETECTION SYSTEMt AND ASREQtJIREDTO MAKE FULL ERATIONAL 5- 6 -EXISTINGUNDERROUND FUEL TANKS (40,00b GAL EACH) 9 _s . 11 • :1.1.1:121:1116 . I 6 11 ^=7:: 5__0 {g 9 - 6 ii 6 1 ...1 ......2 11— • -1-: - \s, 14- 1 1 10-4: .. ..: 04', .. ' II il. R 5 T . .6 , : .. 11 12- 4 0 12- 12 - 12- 12-T: --- 62.66.6.2.2.43 .. ..... . ... .... ....... . 3221. 15— .. .......... ------- -56 15 1-4 13-1, ..... i 41 12 -4,- ,:•6222, V:•04, .• Lft.- 14- 146 6 ED lc) 6 6 6 c5 c51 d) 6 6 6 ,31 1ST FLOOR MECHANICAL PIPING PLAN - HVAC N SCALE: NTS 11 12- 13- 14- 5- REVIEVVED FOR CODE COMPLIANCE APPROVED JUL 07 2011 City of Tukwila BUILDING DIVISION RECEIVED FEB 04 2011 PERMIT CENTER ec 0 a. al la 0 0 CID cc\\11 o t4 0. s- 0 0 IJ- 0 LL r•-• co LO F206 282 36149 /STE NAL 0 L. uJ (.9 ISSUED / REVISED DATE PERMIT SET 04-FEB-11 P:\Major Projects\TUK Sabey Data Center\10-1-1281 SDC 42 Tukwila\Engineering\Cad\hvac1MP2.01.dwg 2/4/11 9:55 AM COPYRIGHT CI 2010 CALLISON 1ST FLOOR MECHANICAL PIPING PLAN - HVAC MP2.01 SHEET1 5 OF 24 10 12 13 14 9 10 12 13 14 A A A A A A • 10 I 2 B B B 9 10 0 0 1 1C 0 9 10 D 9 10 E 9 F 9 G DOUBLE CONTAINMENT PIPE WITI- LEAK DETECTION ON ALL PIPING WITHIN CHASE 10 0 CHWS CHWS CHWS CHWR CHWR CHWR CHWR CHWR ----- CHWR —C,41-- CHWS ----- CHWS CHWS . 60 CHWS & R UP 60 CHWS & R tJ • . CHWS CHWS CHWS CAS : . CHWS CHWS CHWS CHWR CHWR • CHWR : CHWR c , CHWR—CHWR CHWR CHWR CHWR CHWR CHWR CHWR—CHWR CHWR CHWS CHWS CHWS CHWS CHWS CHWS CHWS CHM T RMINATE SECONDARY CONTAINMENT CO EXTERIOR OF UPS AREA D DOUBLE WALL PLASTIC FUEL PIPE ALL PIPE UP TO FUEL TANKS IN TRENCH WITH GRATING ABOVE FURNISH LEAK DETECTION SENSOR FOR DOUBLE CONTAINMENT PIFING AT THIS LOCATION (TYP 4 PIPES) 12 12 D 11 12 PROVIDE 1" COND. CONNECTION AT EACH UNIT_ H 2" COND SEE PLUMBING SHEET FOR CONTINUATION PROVIDE 2" CHWS/R CONNECTIONS AT EACH CRAC UNIT (TYP 3) 2.01A 0. F / ..` TRANSFORMER 300 KVA ---- •-•• • i"FOR . gLIBSTATION / / / / , / PH2 •-V.SWITOji SWTCH COORDINATE LOCATION OF UTILIDOR CONNECTION WITH EXISTING KNOCK—OUTS IN UTILIDOR / FOS PH1 13 13 FOT-42-1 1 PH1 .... / /,',///,/,///7N,/// .,:-../, [kw //// / //, z, y",//> 11 11 II Al it HUS-42B TRANSFORMER gli 30001VA ;11/4N41/ /////,//,//:',/, ///./4////,--,/,, /,7/ 4,41;614, /:/// i x i / i ".:/;://4;4":,,>:/::, [kw //// / //, z, y",//> 11 11 II Al it 11 gli ;11/4N41/ /////,//,//:',/, ///./4////,--,/,, /,7/ 4,41;614, /:/// E V_N 0. m 2 >- LI E Eli ///' G [kw 11 11 11 II Al it 12 VN c E 1 PROVIDE LEAK DETECTION IN —DOU13a. CONIAINMENI PIPI (im) ELECTRICAL CONTRACTOR FOS FOS FOR ::•:• FOR FOS FOS FOR FOS FOS FOS 6 FOS FOS FOR FOR FOR FOR FOR FOR FOR FOR 1 4- 1 4 14 FOS FOS FOR 13 G FOR 1 FOS/FOR FOS FOS FOS FOS FOR FOR FOR 14 FOR 13 FOS FOS FOR FOR 1 1 1 1 1 1 1 H 1-1 1 1 1 1 1 12 H H 1.3 --" 1.1 1 1 1 1 1 1 1 1 1 1 1 1 1ST FLOOR PARTIAL MECHANICAL PIPING PLAN - HVAC SCALE: 1/8" = 1 '-0" RECEIVED FEB 04 2011 PERMIT CENTEk SCALE: < 03 „1„-- 0 1c • • CNI CNI 0— a- M I M FOS FOS FC FOR FOR 1 1 1 1 4-1c 0 0 N. co CO co 0 0 0 a) w co z 0 a. 0 2 1- w w 1- CO co 0 C 0 (NI 4* 0 w 0 0 ISSUED / REVISED DATE PERMIT SET 0 4-FEB-1 1 Major Projects\TUK Sabey Data Center110-1-1281 SDC 42 Tulcwila\Engineering\Cadthvac\MP2.01.dwg 2/4/11 9:55 AM COPYRIGHT 0 2010 CALLI‘l 1ST FLOOR MECHANICAL PIPING PLAN - HVAC M P2.01 A SHEET1R OF 94 11. 11 / j / /FRONT/ BOARD gt 11 gli i x i FOR 1 FOS/FOR FOS FOS FOS FOS FOR FOR FOR 14 FOR 13 FOS FOS FOR FOR 1 1 1 1 1 1 1 H 1-1 1 1 1 1 1 12 H H 1.3 --" 1.1 1 1 1 1 1 1 1 1 1 1 1 1 1ST FLOOR PARTIAL MECHANICAL PIPING PLAN - HVAC SCALE: 1/8" = 1 '-0" RECEIVED FEB 04 2011 PERMIT CENTEk SCALE: < 03 „1„-- 0 1c • • CNI CNI 0— a- M I M FOS FOS FC FOR FOR 1 1 1 1 4-1c 0 0 N. co CO co 0 0 0 a) w co z 0 a. 0 2 1- w w 1- CO co 0 C 0 (NI 4* 0 w 0 0 ISSUED / REVISED DATE PERMIT SET 0 4-FEB-1 1 Major Projects\TUK Sabey Data Center110-1-1281 SDC 42 Tulcwila\Engineering\Cadthvac\MP2.01.dwg 2/4/11 9:55 AM COPYRIGHT 0 2010 CALLI‘l 1ST FLOOR MECHANICAL PIPING PLAN - HVAC M P2.01 A SHEET1R OF 94 FOS FOS - FOR 1� FOR 1 1 FOS FOS FOS FOS FOR FOR FOR 14 15 1 1 I FOS 1.4 1...3 PROVIDE LEAK DETECTION IN DOUBLE CONTAINMENT PIPING (TYP) K BY ELECTRICAL CONTRACTOR FOS FOR i 15 FOS FOR FOS FC4 FOS F FC FOS FOS FOS FOS FOS FOR FOR FOR FOR FOR 1 -4 15 14 15 - -1 - -3 1" FOS /R (TYP) POC TO FUEL MAINS IN UTILIDOR BELOW SLAB 1ST FLOOR PARTIAL MECHANICAL PIPING PLAN - HVAC SCALE: 1 /8" = 1' -0" 1.- 3 15 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 7 2011 City of Tukwila BUILDING DIVISION SCALE: r= 1' RECEIVED FEB 0 4 2011 PERMIT CENTER Fourth Floor N T co co rn 1 ca a) oL) N. a) corn w N 0 F206 282 0 0 o N M • O d Edo $0 8a c1 inin• r, 6.9 oo L x�Y 1 CD I 2 S E E5 0 O cu CC .10 NTERGATE EAST CAMPUS w O co Q �. J ,- a. CO Q N c0 ISSUED / REVISED DATE PERMIT SET 04- FEB -11 1ST FLOOR MECHANICAL PIPING PLAN - HVAC MP2.01 B P: \Major Projects \TUK Sabey Data Centel 0-1-1281 SDC 42 Tukwila\ Engineering \Cad \hvac \MP2.01.dwg 2/4/11 9:55 AM COPYRIGHT 0 2010 CALLISON s HEET 17 OF 24 A A A A A 6 " ?'"••=', 6 6 6 6 6 ... ••1 ............ .. ................... ................... 7 ........ .... 7 ................ S.; ..... . .................. 7 . I ............. ........................ ............. 7 / 6 6 ... ... G 8 -/ / / is / / / / / z c 8 8C 120 CHWS/R UP (3) STAC<ED 10 COIP CONK PER AHU 9 (3) STAC<ED L0 COIL —\ \ I CONN PER AHU & COIL CONTRO VALVE PER U IT \\ ig-42D2 I 60 CHWS R I I VALVED & CAPPED __EUTUFiFo_STIJBS 1 r — 9 — AHU-42D2 AHU-42D1 .................................................... .................................................... CP-42D1 CP-42C2 8 8 F 8 8 7 7 / / • / / / REVIEWED FOR CODE COMPLIANCE APPROVED JUL 07 2011 City of Tukwila BUILDING DIVISION 8 8 H Hi .8 I __J jam;s CHWR CH* CHWR CHWR ----- - - - - - 7 CHWS 10 PH —2 NOTES: 2" PUMPED CONDENSATE PIPED UP FROM CONDENSATE PUMP, MOUNT ON FLOOR 3" & 2" © (3) COIL CONNECTIONS UP UNIT WITH P—TRAPS (TYP 8 UNITS) PROVIDE LEAK DETECTION AROUND AHU'SC .......... ......... AHU-42C2 AHU 42C1 16' AFF PH-1 221" CHWR CHWS PH-1 CP-42C1 CP-42B2 9 12" CHWS & CHWR UP AHU 42B2 I I I I _I I_ CHWR CHWS AHU 42B1 CP 42B1 CP-42A2 1 CHVIR CHWS CHWS PH-1 • 1 Ci • — G AHU-42A2 1 Gj AHU-42A1 7 PH-1 12" CHW & R c c H CP-42A1 / CHWR CHWR CHWR I CHWS CHMS CHWS CHM. CHWS CHWR CHWR CMWR PH-1 H ET-42-1 2i' COND. WASTE DN ................... ..................................................................................................................................... .............. .................................................................................................. 2ND FLOOR MECHANICAL PIPING PLAN - HVAC SCALE: 1/8" = 1'—O" " CHWS & C 6 CHWS 8c R DN 0 UPS AHU 8 9 HWR 10 SCALE: 1 J ... rJ 10— J RECEIVED FEB 04 2011 PERMIT CENTER 0 co C 0 ,r- LO F206 282 0 tl) CO L.L en 4 1 0. cn 0 2 I- < 0 0 PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 04-FEB-1 1 P:\M: 'ojects\TUK Sabey Data Center\10-1-1281 SDC 42 Tukwila\Engineering\Cad\hvac\MP2.02.dwg 2/4/11 9:56 AM COPYRIGHT 0 2010 CALLISON 2ND FLOOR MECHANICAL PIPING PLAN HVAC M P2.02 SHEET1 8 OF 24 6 B _ \ / 7 6 6 LI • 1 2' . Es., -•• • T D 7 6 6 6 6 6 J ... -j 8 8 P- B 9 120 CHWS & R UP & DN 10 9 c 1 0 8 9 10 - • . D D 8 9 10 8 71 9 G 8 F 12" CHWS & CHWR UP AND DN 10 10 8 9 10 3RD FLOOR MECHANICAL PIPING PLAN - HVAC G 8 9 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 07 2011 City of Tukwila BUILDING DIVISION 10 H 7 H 9 SCALE: 1-".=•1' 8 9 10 3.3 J J, RECEIVED FEB 04 2011 PERMIT CENTER , • • P:\Major Projects\TUK Sabey Data Centen10-1-1281 SDC 42 Tukwila\Engineering\Cad\hvac\MP2.03.dwg 2/4/11 9:56 AM Fourth Floor co a; CO 0 0 CO C\I CO 0 o /11 F206 282 9951 .sabey.com 1 NTERGATE EAST CAMPUS ISSUED / REVISED DATE PERMIT SET 04-FEB-1 1 3RD FLOOR MECHANICAL PIPING PLAN - HVAC MP2.03 COPYRIGHT 0 2010 CALLISON SHEET 1 9 OF 24 6 10 7 8 I CH -42D2 380"LX101"WX83"H 380"LX101 WX83"H I CH-42D1 9 TYPICAL PIPING SUPPORT ABOVE ROOF DECK - SEE STRUCTURAL 10 7 F$66•7660M56044465MMIRMWG 7 CHP-42D2 CHP 42D1 D 8 8 PHASE-2 6.4 t t72- k; _ _L L 1-><— 7 CHP 42C2 C) 80 CHWS & R (TYP) (52 Ibs/LF)4 CHP 42C1 0 0 • 0 • 0 0 0 0 S S O 0 CHWS CMS CHWR CHM 120 CHWS & R --I- 9 —J 10 9 (2) ISOLATI N VALVES FOR EACH UNIT - 1 0 P. • 00 00 CHWR CHAR 9 10 0 656,005•••••501R•XXRAPONM O S 0 O 0 7 8 O 0 O 0 O 0 (• 0 • 0 n 0 7 8 0 380"LX101"WX83"H O 1 0 • 0 S 0 O 0 • C D - CHM - CHWS - CHWS - CHWS - CHM CHM CHWR - CHWR - 120 CHWS-& R9 (100 lbs/LF) ■ 1 0 E F CH 42C2 CHP -42B2 380"LX101"WX83"H CH-42C1 CHP-42B1 - CHWS CHWS CHWR CHM r>.tiU- �lW 9 10 7 7 PUMFS, CHILLERS & VFD'S RATED FOR EXPOSED OLJTDOOR INSTALL F 8 8 CH 42B2 380"LX101"WX83"1-1 8 0 0 O 0 O 0 • 0 O 0 O 0 O 0 O 0 O 0 0 O O 0 O 0 O 0 0 a P 0 10 00 0 9 12" CHWS & CHWR DN ROOF MECHANICAL PIPING PLAN - HVAC •0 CHILLERS MT. ON STRUCTURAL SUPPORT GRID ABOVE ROOF. EXTEND OVER TO PUMP KID LOCATION CH 42B1 9 10 10 380"LX101"WX83"1-1 NOTES: O 1i" MUW WITH DCV FROM 3RD FLOOR TOILET ROOMS (4 GRIDS M/7 0 EXPANSION TANK ON SKID 0 GLYCOL FILL FEEDER ON SKID • HEAT TRACE ON MUW LINE ON ROOF 0 WEIGHT INDICATED IS FOR PIPE & WATER ALONE- SUGGEST 20% ALLOWANCE FOR ADDITIONAL WEIGHT OF STRUCTURE TO SUPPORT PIPE 10 ROOF HOOD / DOGHOUSE 9 10 8 9 10 REVIEWED FOR CODE coMPLIANcE APPROVED JUL 07 2011 City of Tukwila BUILDING DIVISION RECEIVED FEB 04 2011 PERMIT CENTER w "a z IL& z Pim! 5- wciz — kJ VA 1-- eg LW 02 0 0 0 In o. 1 0 0 LL a) 0) 0) 14 N.- CD C.) 00 0) (1) CO jo N cu V Co ) 0 (/) INTERGATE EAST CAMPUS PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 0 4-FEB-1 1 P:\Major Prni9Cts\TUK Sabey Data Centel 0-1-1281 SDC 42 Tukwila\Engineering\Cad\hvac\MP2.R1.dwg 2/4/11 9:56 AM COPYRIGHT 0 2010 CALLISON ROOF MECHANICAL PIPING PLAN - HVAC MP2.R1 SHEET 200F 24 ROOF 12" 12" 33 3RD FLOO# 2\ � FLOOR SEE MP5.02 FOR CHILLER CONNECTIONS DETAIL (TYP) CHWR'_— CHWR CHWR 1CHWR CHWR CHWR CHWR CHWR CHWR CHWR CHWS CHWS CHWS ►, CHWS CHWS CHWS CHWS CHWS CHWS CH -42D1 CHP -42D1 CHP -42D2 j of CH- 42 D21 PHASE -2 CH -42C1 Ix) 12" CHWR CHWR CHWR CHWR CHWR CHWR! CHWR CHWS CHWS CHWS CHWS CHWS CHWS CHWS CHP -42C1 SEE MP5.01 FOR PUMP CONNECTIONS DETAIL 12" I r- CHWS CHWS CHWS" CHWS I 1 CHWS CHWS ---# HWS CHWS I>a CHWR CHWR CHWR CHWR CHWR CHWR CHWR CHWR AHU -42D2 AHU -42D1 v) 1_ 2U L AHU -42C2 AHU -42C1 CHP -42C2 CH -42C2 CH -4281 1 CHP -42B1 CH -42B2 rff—CHWR CHWR CHWR CHWR CHWS CHWS CHWS CHWS CHWS CHWS CHWS" 1 CHIOS CHWR CHWR CH 'R I-fWRI T AS -42 -1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 7 2011 CHP -42B2 CHWR CHWS City of Tukvviia BUILDING DIVISION C WS CHWS CHWS CHWS CHWS CHWN CHWR CHWR CHWR CI-�w R HWR CHWR CHWR CHWR CHWR I(CHWS CHWS CHWS CHWS CHWS UU AHU -42B2 AHU -42B1 1ST FLOOR CRAC -42B3 V ET -42 -1 CHWS CHWR CHWR AHU -42A2 AHU -42A1 CHWS 1 222 000 0 2 U 3 3 UUU 2 GALLON POT FEEDER CRAC -42C3 CHWS CHWS CHWR CHWR CHWS CHWR CHWR CRAC -42D3 CHWS CHWS CHWR CHWR ✓ V 1 v. I _� I ce UUT U 1 5 CHWS CR HWR I CHWR CCHWS NOTE: AS -42 -1, ET -42 -1 & POT FEEDER ALL ACCESSIBLE FROM FLOOR IN MECHANICAL ROOM. HYDRONIC PIPING RISER DIAGRAM - HVAC DIAGRAMMATIC P :\Majc Ise' I I 0=710 RECEIVED FEB 042011 PERMIT CENTER N g41: Li I 41a a w Z cip o O 0 U co w 1 8= x 0 -g v A (/) 0 W 2 U ▪ Q N 0 4 1— O. Wo N N W d' F- • V Q • W Cr) Cr) Z CO CO PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 04- FEB -11 )cts \TUK Sabey Data Center \10 -1 -1281 SDC 42 Tukwila\ Engineering \Cad \hvac \MP4.01.dwg 2/4/11 9:56 AM COPYRIGHT © 2010 CALLISON HYDRONIC PIPING DIAGRAM - HVAC MP4.01 SHEET 210F 24 LIQUID LEVEL SWITCHES (TYPICAL OF 2) 90% FILL - SUPPLY PUMP OFF SIGNAL 35% FILL - LOW LEVEL ALARM 95% FILL - HIGH LEVEL ALARM / RETURN PUMP ON SIGNAL 50% FILL - SUPPLY PUMP ON SIGNAL / RETURN PUMP OFF SIGNAL (s-) BASE /DAY TANK LIQUID LEVEL SWITCHES MP5.01 NOT TO SCALE 2 -WAY CONTROL VALVE MANUAL AIR VENT P AND T TAPS (TYP) l AIR FLOW AIR FLOW J47 AIR FLOW COIL BALL VALVE (TYP) CHWR CHWS STRAINER REDUCER (TYP) FLOW BALANCING VALVE (TYP) HOSE END DRAIN VALVE FLEX CONNECTION (TYP) NOTES: 1. INSULATE ALL PIPING, VALVES, FITTINGS, EXPOSED TUBES AND ACCESSORIES 2. INSTALL TEST PORTS IN EASILY ACCESSIBLE LOCATIONS WITH MINIMUM OF 12" CLEARANCE ABOVE AND IN FRONT OF PORTS. 3. INSTALL STRAINER AT UNIT IF NOT INSTALLED AT DISTRIBUTION PUMP. 4. CONTROL VALVES TO FAIL TO CLOSED POSITION ON LOSS OF CONTROL POWER TWO -WAY CONNECTION CHILLED WATER THREE COIL DETAIL MP5.01 NOT TO SCALE WEATHERPROOF JACKET AS SPECIFIED INSULATION AS SPECIFIED AIR SPACE REMOVABLE INSULATED VALVE COVER HEAT TRACE CABLE BANDING OF CABLE AS SPECIFIED 12" O.C. MAX NOTES: SPACING 1. COVER HEAT TRACE CABLE WITH HEAT TRANSFER FOIL BEFORE INSTALLING INSULATION. 2. SINGLE STRAIGHT APPLICATION OF HEAT TRACE CABLE (UP TO 4 WATTS /LINEAR FOOT) SHALL BE ON BOTTOM SIDE OF PIPE; FOR HIGHER THAN 4 WATTS /LINEAR FOOT, SERPENTINE HEATER CABLE WITHOUT TOUCHING. 3. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL HEAT TRACE CABLE AND ALL REQUIRED ACCESSORIES INCLUDING T- SPLICES, TERMINATION KIT, END CAPS AND THERMOSTAT. 4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL 120V POWER AT J -BOX CONNECTION WITH DISCONNECT AND MAKE FINAL CONNECTION TO HEAT TRACE CABLE. ELECTRICAL CONTRACTOR SHALL PROPERLY GROUND PIPING SYSTEM AS REQUIRED BY N.E.C. 5. HEAT TRACE AND INSULATE ALL PIPE EXPOSED TO FREEZING TEMPERATURES. n TYPICAL HEAT TRACE CABLE INSTALLATION MP5.01 NOT TO SCALE VALVE STEM (DO NOT TRACE) HEAT TRACE CABLE SERPENTINE CABLES AT ALL VALVE BODIES DIELECTRIC UNION 'L E- SLOPE ROUTE in VENT TO NEAREST FLOOR DRAIN. z- AUTOMATIC AIR VENT P=1=1 AMTROL #720 (OR EQUAL) NPT VENT CONNECTION AMTROL INLINE CENTRIFUGAL AIR PURGER (OR EQUAL) REDUCER(IF REQ'D) WELD FLOOR STAND TO AIR SEPERATOR 1 NPT DRAIN CONNECTION HEATING, CONDENSER OR CHILLED WATER PIPING. BALL VALVE WITH i" HOSEBIBB CONNECTION BOLT STAND TO FLOOR INLINE TANGENTIAL AIR PURGER MP5.01 NOT TO SCALE •,.. •• •. :., . .• . .a y •. 4' .• 12" MAX T.O.P. U -BOLT SWIVEL CONNECTOR JL r ,.0 \_ AL_ _J \_I LW4 ., • •4 1•. 4 • 4 • • • • '. • . °.. :. • 1 12" MAX T.O.D. 7 I t0 12" MAX T.O.D. NOTE: SEISMIC BRACING MAY BE OMITTED FOR ALL PIPING SUSPENDED 12 INCHES OR LESS IN LENGTH FROM THE TOP OF THE PIPE TO THE BOTTOM OF THE STRUCTURAL SUPPORT FOR THE HANGER AND FOR ALL DUCT SUSPENDED BY HANGERS 12 INCHES OR LESS IN LENGTH FROM THE TOP OF THE DUCT TO THE BOTTOM OF STRUCTURAL SUPPORT FOR THE HANGER, WHERE THE HANGERS ARE DETAILED TO AVOID BENDING OF THE HANGERS AND THEIR CONNECTIONS AND HAVE TOP CONNECTIONS THAT CANNOT DEVELOP MOMENTS. APPLICABLE ONLY WHERE LATERAL MOTION OF THE UTILITY WILL NOT CAUSE DAMAGING IMPACT WITH OTHER SYSTEM OR STRUCTURAL MEMBERS OR LOSS OF VERTICAL SUPPORT. VERIFY APPROVAL WITH LOCAL CODE AUTHORITY PRIOR TO INSTALLATION. 0 2002, LSAT. ALL RIGHTS RESERVED. n SEISMIC DUCT & PIPIE BRACING - EXCEPTIONS MP5.01 NOT TO SCALE STRAINER AND BLOWDOWN VALVE WITH HOSE CONNECTION AND CAP BUTTERFLY VALVE WITH MEMORY STOP SILENT CHECK VALVE PRESSURE GAUGE PIPE REDUCER (AS REQUIRED) FLEX CONN. (TYP) HOUSEKEEPING PAD BY GC. VERIFY MINIMUM PAD THICKNESS AND OVER ALL SIZE TO ACCOMMODATE ISOLATOR BOLT EMBEDMENT, EDGE DISTANCE-AND SPACING PER IBC. SEISMIC SPRING ISOLATORS AS PER EQUIP. SCHEDULE. BOLT ISOLATORS TO PAD. CONCRETE INERTIA BASE IF NOT INSTALLED AT GRADE IN MECH RM. TYPICAL VERTICAL SPLIT CASE PUMP PIPING M P 1 NOT TO SCALE VENT TO ATMOSPHERE THERMOMETER UNION (TYP) BALL VALVE (TYP) Y STRAINER SUPPLY OVERFLOW TO FLOOR DRAIN DISCHARGE TO BOILER REDUCER (IF REQUIRED) P AND T TAP CHECK VALVE ACCESS CLEARANCE (VERIFY) n SIMPLEX CONDENSATE PUMP DETAIL MP5.01 NOT TO SCALE UNION (TYP) BALL VALVE (TYP) " (TYP) TO SUCTION SIDE OF PUMP FROM DISCHARGE SIDE OF PUMP CHEMICAL POT FEEDER REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 7 2011 City of Tukwila BUILDING DIVISION TO DRAIN CHEMICAL POT FEEDER DETAIL MP5.01 NOT TO SCALE *PRESSURE RELIEF VALVE AND PRESSURE REDUCING VALVE TO BE SELECTED AND ADJUSTED TO COORDINATE WITH SYSTEM DYNAMIC AND STATIC PRESSURES AT THEIR POINT OF APPLICATION. QUICK FILL BYPASS WITH NC SHUTOFF VALVE i DRAIN TO CLOSED WATER SYSTEM LINE TO SHUTOFF VALVE NEAREST 7 � 1►," FLOOR DRAIN SIZE TO tit MATCH TANK CONNECTION PIPE TO NEAREST FLOOR DRAIN. CW MAKE UP (BY PLUMBING CONTRACTOR) SHUTOFF VALVE CONCENTRIC REDUCER (TYP) SHUTOFF VALVE UNION (TYP) PRESSURE REDUCING VALVE* PRESSURE RELIEF VALVE* TEST TANK VESSEL TO VERIFY THAT IT IS AIR TIGHT PRIOR TO INSTALLATION. CHARGE TANK TO SPECIFIED PRESSURE PRIOR TO ALLOWING WATER TO ENTER THE TANK BLADDER. L DIAPHRAM TYPE COMPRESSION EXPANSION TANK (SUSPENDED -1' OR FLOOR MOUNTED ON A HOUSEKEEPING PAD AS SCHEDULED 1 OR NOTED ON THE DRAWINGS) CONCRETE HOUSEKEEPING PAD TYPICAL COMPRESSION/ EXPANSION TANK AND SYSTEM MAKE -UP CONNECTION PIPING MP5.01 NOT TO SCALE t4111.4)).-6 RECEIVED FEB 0 4 2011 PERMIT CENTER 43Z ke) ' r eg Car0 rc 1- z W QH aW O I CC W 0. CO • Cd H0. a) Fourth Floor T N CO CO T 0 rn CI; Cat; 0) 0 r E o o O) 0o0.) N N CO W o YN. � 7206 281 N u) 0_ 2 U 1- V) Q w 1- <C 0 w 1- Z w O 00 < cfl J � 2 � Q o N V c€) M co F- PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 04 -FEB -1 1 P: \Major Projects \TUK Sabey Data Center\10 -1 -1281 SDC 42 Tukwila\ Engineering \Cad \hvac \MP5.01- 03.dwg 2/4/11 9:56 AM COPYRIGHT © 2010 CALLISON DETAILS SHEET (MECHANICAL PIPING) - HVAC MP5.01 SHEET 220F 24 TANK VENT W/ FLAME ARRESTOR TANK EMERGENCY VENTS W/ FLAME ARRESTOR (VERIFY -SEE NOTE 11) 95% MECHANICAL OVERFILL VALVE REDUNDANT FILL LINES FROM UNDERGROUND STORAGE TANK VIA TRENCH 0 FOS OS FMS. REDUNDANT FOR PUMPS TO UNDERGROUND STORAGE TANK • 1fr .. REDUNDANT CONTROL PANELS SEE DETAIL LI 0 • w T T \ 1 I � \ I I I/ /I II \I LEAK I I DETECTOR LEVEL SENSOR � FOR FOR -2 FOR - •• 11 1,000 GALLON UL -2085 DAY TANK 11 ' FOR FUEL OIL NOTES: 1. PIPING MATERIAL SCHEDULE PIPING SIZE MATERIAL JOINT FUEL OIL PIPING i11 — 211 SCH 40 BLK SMLS " THREADED CONTAINMENT PIPING ALL SCH 40 BLK OR CPVC — ACCESSIBLE EXPOSED PIPING ALL SCH 40 BLK THREADED VENT PIPING 311 - 2" 2" - 6" SCH 40 BLK SCH 40 BLK SCREWED BUTT WELD 2. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. 3. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE LATEST EDITION OF NFPA 31 STANDARD FOR THE INSTALLATION OF OIL- BURNING EQUIPMENT. 4. ALL PIPE SIZES NOTED ON DRAWINGS ARE MINIMUMS. 5. SLOPE ALL GRAVITY PIPING TO DRAIN TO THE FUEL TANK. 6. HANGERS AND SUPPORTS FOR PIPING SHALL BE IN ACCORDANCE WITH THE 1997 UNIFORM MECHANICAL CODE AND 1997 UNIFORM BUILDING CODE. 7. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 8. PROVIDE SHUT -OFF VALVES AT ALL EQUIPMENT CONNECTIONS. 9. PROVIDE UNION, GROOVED OR FLANGED CONNECTION AT EQUIPMENT FOR FUTURE REMOVAL AND SERVICING. 10. AUDIBLE OR VISUAL ALARM AT FILL LOCATION AT 85% FILL LEVEL. AUTOMATIC SHUTOFF AT 90% FILL LEVEL WITH AUDIBLE AND VISUAL ALARM. 11. VERIFY EMERGENCY VENT TERMINATION LOCATION AND TYPE W /LOCAL JURISDICTION (SEATTLE: INSIDE BLDG. ; BELLEVUE: OUTSIDE W /FLAME ARRESTOR) 12. PROVIDE VACUUM BREAKER IN SUPPLY LINE IF SUPPLY RUNS BELOW TANK ELEVATION TO PREVENT TANK SIPHON IF SUPPLY LINE RUPTURES. FOR FOR FOR FOR FUEL LINE PRIME CONNECTION AND CONNECTION FOR AUXILIARY TANK (TYP) ANTI— SIPHON VALVE WITH BYPASS 15 TOP OF LINE (TYP — SEE NOTE 12) " FOS FOS FOS FOS FOS FOS tL TYPICAL FUEL OIL SUPPLY TO GENERATOR s> TO OTHER GENERATORS ( 1 FUEL PIPING DIAGRAM — DAY TANK MP5.02 NOT TO SCALE NN_ TYPICAL FUEL OIL RETURN FROM GENERATOR INLINE FUEL FILTER FUSIBLE LINK VALVE TO CLOSE ON FIRE TO STOP FUEL FLOW. TYPICAL DIESEL GENERATOR REVIEWED FOR CODE COMPLIANCE APPROVED JUL 07 2011 City of Tukwila BUILDING DIVISION M i,oid RECEIVED FEB 04 2011 PERMIT CENTER W 1- W ts, In Fitaking 1*'* cg HW .,, t 11. c.Lu m0 r ul oc o Hd m cu 0 N Fourth Floor Lc) co CO EC7 ,_ 0 0 LO o • ti 0) C) Q 0 0) N 00 CO la CU N N co ,., CO CO X003 ELI CO L 1 V) 0- W U W Q J y U ig _ F- a. W N N W V' F— • Q p OLO U) Lt) W Ch F— M Z 0 0 0 0 ca PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 04- FEB -11 DETAILS SHEET (MECHANICAL PIPING) - HVAC MP5.02 P: \Major P ,TUK Sabey Data Center\10- 1.1281 SDC 42 Tukwila\ Engineering \Cad \hvac \MP5.01- 03.dwg 2/4/11 9:56 AM COPYRIGHT 0 2010 CALLISON SHEET 23 OF 24 110 VAC 60 HZ — 20 AMP LINE VOLTAGE POWER FEED (BY E.C.) \ " FILTRATION SET FLOW SWITCH FILTRATION SET LEAK DETECTOR MAIN TANK LEVEL SWITCH MAIN TANK INTERSTITIAL LEAK DETECTOR n CONTROL PANEL GENERATOR BASE TANK FLOW SWITCH GENERATOR SPILL PAN LEAK DETECTOR GENERATOR BASE TANK LIQUID LEVEL SWITCH 1 GENERATOR BASE TANK LIQUID LEVEL SWITCH 2 GENERATOR BASE TANK LEAK DETECTOR GENERATOR RUN SIGNAL INPUT ALARM HORN FILL PORT ALARM HORN FILL PORT ALARM LIGHT BASE TANK RETURN PUMP START /STOP 20" BASE TANK SOLENOID VALVE OVERFILL ALARM PANEL OUTPUT FUEL MANAGEMENT PANEL MP5.03 NOT TO SCALE 10" L___ RL VIA jay D FOR CODE COMPLIANCE A D JUL 07 2011 BUILb V°Gf Tukwila DIVISION MILO 410 RECEIVED FEB 04 2011 PERMIT CENTER >mai Ot 0 eg 4 Uj GHxk On. Car0 O W I- z W aH I.• W O rg W W d CO 0 4 CC H0. Fourth Floor 0 0 o co CV co 0 LO rn F206 282 g n V) NTERGATE EAST CAMPUS W U —J 0 CO CO O co PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 04- FEB -11 P: \Major Projects \TUK Sabey Data Center \10 -1 -1281 SDC 42 Tukwila\ Engineering \Cad \hvac \MP5.01- 03.dwg 2/4/11 9:56 AM COPYRIGHT c 2010 CALLISON DETAILS SHEET (MECHANICAL PIPING) -HVAC MP5.03 CHFGT9A CG 7d E 0 0 ca N II 3