Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit M18-0106 - CYXTERA - VFD'S, VALVES, CONTROLS ETC
CYXTERA 6101 S 180T" ST M18-0106 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov 3523049120 6101 S 180TH ST BLDG Project Name: CYXTERA MECHANICAL PERMIT Permit Number: Issue Date: Permit Expires On: M 18-0106 10/19/2018 4/17/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: LIT INDUSTRIAL LTD PTNSHP 1717 MCKINNEY AVE #1900, DALLAS, WA, 75202 AMMONE BEMBRY Phone: (206) 768-4062 7717 DETROIT AVE SW , SEATTLE, WA, 98106 MACDONALD MILLER FAC SOL INC Phone: (206) 763-9400 7717 DETROIT AVE SW , SEATTLE, WA, 98106 MACDOMF972BF Expiration Date: 1/6/2019 DESCRIPTION OF WORK: PHASE 1: INCLUDES WORK THAT ADDS VFD'S TO PRIMARY CHILLED WATER PUMP, A CHECK VALVE IN THE DECOUPLER, AN END OF RUN BYPASS VALVE IN THE SECONDARY CHILLED WATER LOOP, CONTROL VALVES AT CHILLER 1 AND CONTROLS MODIFICATIONS. PHASE 2: INCLUDES WORK THAT ADDS TOWER FILTERS, REVISING THE CHILLED WATER HEAT EXCHANGER PIPING TO AN INTEGRATED ARRANGEMENT. Valuation of Work: $910,829.00 Type of Work: REPLACEMENT Fuel type: ELECT Fees Collected: $9,606.06 Electrical Service Provided by: Water District: Sewer District: Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: Date: fr)- ( ` I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permi- a,-6 agree to the 1coryetitions attached to this permit. Signature: Print Name: Date: 10(1°) (('D This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during constructiion that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 4: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ***MECHANICAL PERMIT CONDITIONS*** 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 14: Manufacturers installation instructions shall be available on the job site at the time of inspection. / PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0701 ROUGH -IN MECHANICAL F \ CITY OF TUKWI :,../ Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. 1 J ? -' 010 Project No. Date Application Accepted: G r 1 d- rI Date Application Expires: ( or o f ice 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 Site Address: Tenant Name: King Co Assessor's Tax No.: 8700210060 6101 S 180TH ST, TUKWILA, WA 98188 CYXTERA Suite Number: Floor: 1 New Tenant: ❑ Yes ® .. No PROPERTY OWNER Name: CYXTERA TECHNOLOGIES Address: 2333 PONCE DE LEON BLVD, STE 900 City: CORAL GABLES State: FL Zip: 33134 CONTACT PERSON — person receiving all project communication Name: AMMONE BEMBRY Address: 7717 DETROIT AVE SW City: SEATTLE State: WA Zip: 98106 Phone: (206) 768-4062 Fax: Email: permits@macmiller.com MECHANICAL CONTRACTOR INFORMATION Company Name: MACDONALD MILLER Address: 7717 DETROIT AVE SW City: SEATTLE State: WA Zip: 98106 Phone: (206) 768-4062 Fax: Contr Reg No.: MACDOFS980RU Exp Date: 01/03/2019 Tukwila Business License No.: BUS -0994318 Valuation of project (contractor's bid price): $ 910,829 Describe the scope of work in detail: Phase 1: Includes work that adds VFD's to primary chilled water pump, a check valve in the decoupler, an end of run by pass valve in the secondary chilled water loop, control valves at chiller 1 and controls modifications. Phase 2: Includes work that add tower filters, revising the chilled water heat exchanger piping to an integrated arrangement Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ❑ Gas ❑ Other: REFRIGERANT H:\Applications\Forms-Applications On Line \2016 Application:;\Mechanical Permit Application Revised I-4-16.docx Revised: January 2016 bh Page 1 of 2 1 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >100k btu Industrial Floor furnace 55 dB(A) Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system 2 Air handling unit 65 dB(A) <10,000 cfm 60 dB(A) Unit Type Qty Air handling unit Residential, Nighttime >10,000 cfm Industrial Evaporator cooler 55 dB(A) Ventilation fan connected to single duct 57 dB(A) Ventilation system Commercial Hood and duct 2 Incinerator — domestic 65 dB(A) Incinerator — comm/industrial 60 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency generator Commercial Other mei:hank:ai CONDENSER WATER equipment SCNILLED WATER 2 SYSTEMS 65 dB(A) Industrial 60 dB(A) Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (lam -1 Opm); • Testing of backup generators during the day. 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. BUILDING OWNER OR AUTHORIZED AGENT: Signature:_ Date: 08/21/2018 Print Name: AMMONE BEMBRY Day Telephone: (206) 768-4062 Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 City State Zip H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised I-4-16.docx Revised: January 2016 bh Page 2 of 2 DESCRIPTI PermitTRAK Receipt Number R17419 NS ACCOUNT CSU NTITY PAID $70.00 $70.00 $70.00 $70.00 $70.00 M18-0106 Address: 6101 S 180TH ST BLDG Apn: 3523049120 MECHANICAL ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECE R000.345.830.00.00 1.00 Date Paid: Wednesday, April 17, 2019 Paid By: MACDONALD MILLER FAC SOL INC Pay Method: CHECK 4904 Printed: Wednesday, April 17, 2019 8:21 AM 1 of 1 %: - ��SYSTEM S :ash: Register Receipt City of Tukwila DESCRIPTI +► PermitTRAK NS I ACCOUNT I QUA TITY ( PAID $9,606.06 M18-0106 Address: 6101 S 180TH ST BLDG Apn: 3523049120 $9,606.06 MECHANICAL $9,236.60 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $7,356.13 PLAN CHECK FEE: R000.322.102.00.00 0.00 $1,847.32 TECHNOLOGY FEE $369.46 TECHNOLOGY FE:E TOTAL FEES PAID BY RECE R000.322.900.04.00 0.00 PT: R15229 $369.46 $9,606.06 Date Paid: Wednesday, August 22, 2018 Paid By: MACDONALD-MILLER FACILITY SOLU Pay Method: CHECK 4852 Printed: Wednesday, August 22, 2018 12:19 PM 1 of 1 �HI �r SYSTEMS gPINSPECTION RECORD Retain a copy with permit 1ThS INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3 7 Permit Inspection Request Line (206) 438-9350 Project: ..� x � it%� Type of Inspection: I v V LCe4e Date Called: _ i ,,Aa_ _ Address: Special Instructions: Date Wanted: 77 a.m. ciff Requester: Phone No: ?A' *V36 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ,Pilect,TcaL r/n/AL inspector: Date3 7,zwex REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit P CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspe�ct,!n:� Address: /Pc 01 S tY 3 Date Called: Special Instructions: Date Wanted: 4-1-t_ tot ,.art „" p.m. Requester: Phone No: ElApproved per applicable codes. Ei Corrections required prior to approval. COMMENTS: - a �-c--C v i; . Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD �y Retain a copy withpermitit 1 ga INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj t: 4e Ty•e of bit '_ spection: J •• col- t K.; Add e .: p'� S1 Date Called: /g? ial I structions: Date Wanted: — . equester: ` / ! p.m. it ,_ ,,�..�__ �A — 4-, Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. REJNSPECTIO - E REQUIRED. Prio' to next inspection, fee must be pa at 63 . 1 Southcenter Blvd., Suite 100. Call to schedule reinspection. ®eDv er 14-414‘11- ►�,�5CESS eairovei (__) INSPECTION RECORD Retain a copy with permit ION NO. ERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address/: SIO( _4 I `3r - Date Called: Special Instructions: Date Wanted: a.rn. p.rn. Requester: cLIZ.. I f /V Phone No: Z6/19 443 49J( Approved per applicable codes. COMMENTS: Corrections required prior to approvall. Date: Z 2• /r f REINSPECTION REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. POST -INSTALLED ANCHORS REPORT Report Number: M8191003.0001 Service Date: 01/08/19 Report Date: 01/08/19 MAYES TESTING ENGINEERS .ikmacm cwr.a. 10029 S. Tacoma Way Ste E2 Tacoma, WA 98499-4686 253-573-9939 Client Project MacDonald -Miller Facility Solutions Inc Cyxtera SE4 Data Center Anchor's Attn: Accounts Payable 6101 S 180th St PO Box 47983 Tukwila, WA Seattle, WA 98146-7983 Project No.: M8191003 Permit No.: M18-0106 Weather: Inside Samples: Inspectors: Tom Callea Start Time: Hours: Onsite to perform Post Installed Anchor and weld inspection of 2 ea. Seismic structural braces. Contractor installed 16 ea. threaded rods with epoxy in the flat position using Hilti HIT-HY 200R epoxy (batch 0820 26 L2, exp. 07/2019) with 3'/" embedment as specified in approved drawings. All thread rods are 5/8" X 6" per sheet detail 4 of work package. Welding was performed by Kristian Williams (WABO# W084470 exp. 10/1/2019) using SMAW E7018 electrode. Welds are 1/4 fillet welds as per detail sheet 5 of work package. Anchors and welds were installed/performed per approved drawings and MFG. specifications. No discrepancies found. Field report left onsite. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspection/Materials Testing Mayes Testing Engineers Rep.: Thomas Callea Reported to: Contractor: Report Distribution: (1) City of Tukwila, Bill Centen (1) MacDonald -Miller Facility Solutions Inc. Dustin Schmidt (1) Mayes Testing Engineers, Inc, Dennis Sanbom (1) MacDonald -Miller Facility Solutions Inc, Ben Leventer (1) MacDonald -Miller Facility Solutions Inc, Jeff Smith Reviewed By: auI avis Office Manager 1 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT000I, 10,16-13, Rev 10 Page 1 of 1 DAILY IPECTION REPORT Report Number: Service Date: Inspection Type: MAYES TESTING ENGINEERS Lynnwood, WA (425) 742-9360 Tacoma, WA (253) 584-3720 Portland, WA (503) 281-7515 A Ireful COUPANY Client CrxterG Engineer: Architect: Contractor: Project Project Number: Permit Number: a/ OK' Weather: /0 5//,' COMMENTS iir/�4' t6 PPS roc,o7 Post Ape -4w /iT(f/f es -71G,./'/d. 47e -e-76-;_/-9 Cop% e"G e aG~ 1,;4 i7L /fl2 / (e. fifea €S /O 4S ,moi A4 979/7 !/ Ji7 N,/ f - 0y 2iOR 84.fd 0 S2V zc t2 P•1 '07/Z/7,a J � ,,y/ 3`e /'. An <'/JI<l!5' l�t/t!rP //1 S/ql��i //�t ��1@' FI ��E7S'i // O ?? r�r �� � /�1�f%�-' i% )'�'' A//7d /e<> di 0,-,04.a,5- welf' e m*--fahcl- tile ld%; wo1 eri6//r/e1 c�.s"�r> e' 704 ek,c i cl. #i/ t Gtk/ S e,.�PSL / feel/ l/ d 7 ,/tied ✓ ". W / / : A"5 -7i1 lig/a/715 8 % 14,i V,0 e, o /O//2 7/ _ >e4/ee/n o / ea roi...7 dom4y s t illy All6 c/SCre q/%/es i'dl/� 6 SU' V To the best of our knowledge, alt items inspected as noted above were in general Conformance with the approved plans and specification. ❑ Preliminary Observations 0 No 0 Deficiency Corrected — Report No. Arrival: Departure: Travel Time: Total: SAMRLES OBTAINED (NUMBERISIZEtTYPE) / TERRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER. FINALIZED FORM SHALL BE ISSUED WITH PROJECT MANAGER SIGNATURE. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. M 7_0 IR, 531-17 DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 411 PCS Structural Solutions Seattle ' 1011 Western Avenue, Suite 810 I Seattle, WA 98104 1 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 . Tacoma, WA 98402 1253.383.2797 Portland 101 SW Main Street, Suite 280 I Portland, OR 97204 1503.232.3746 www.pcs-structural.com STRUCTURAL CALCULATIONS REVISIONS FOR CYXTERA STRUCTURAL AND SEISMIC SUPPORT 6101 -SOUTH 150TH STREE No changes snail be made to the scope of work witnout prior approval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may Include additional plan review. TUKY OLA, J ASHINGTON SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing DI Gas Piping City of Tukwila BUILDING DIVISION TREVIEWED FOR CODE COMPLIANCE APPROVED APR 16 City of Tukwila PREPARED BY BUILDING DIVISION PCS STRUCTURAL 50L11T/ON5 01 (SOLE Permit No. L $ t I Plan review approval is subject to errors and omissions Approval of construction aocuments does lot auti. Sze the violation of any adopted code or ordinance Receipt of approved Fel. Copy and Cons loons Is - •knowl .._. . /, , IfAgip'" `t/ 17111 By Date: City of TuKwtta BUILDIN., DIVISION DECEMBER 13, 2015 1q-116 REVISION PIECE /VEn CITY OF b'UKWILA APR 04 2019 PERMIT CENTER tafi • bleif ©ocuSign Envelope ID: 6E73OADF-40D0-437F-9C6E-668369EDB799apcs F project - T X 1 eect St l ,sien;c'' SuJob Na �.�q1 h / Subject: 7 Sheet Name: lig- t` 4 StrUCtUl" 81 Solutions Originating Office: ❑ Seattle ( Tacoma [] Portland Date: 11-14111 Mott pma wit GH -4Z g1)3 -Ac z Qou exp FOS VfA1 C, TIAIAS RND /1s Lt 'D ELSEG)Mt Pile 6/1,1111AP Z % t" CP -rel-656021 ► Fip -119 44 It 0/01) .7/Kl ANc tbt- Oft 3Xy" u/ LTL ThL. zcb 1)-r�.0 _ ► 1= i La N covt.ct,s t 64g-6 8satMs 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • td: 208.292.5078 Mama 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Poland 101 SW Main Street, Suite 280 .Portland, 011 97204 • tel: 503.232.3748 Vag- wwwpcs-structund.com Oocutil envelope ID: 6E799ADF-4000.437E-9C6E EDB799ems .. 1 praject t- ; 4t�v �jrileC- �Ii�3p,y Job No:'la- Subject Sheet �" Hotta: ti 3 structure, Solutions Originating Office: ❑ Seattle [gt Tacoma 0 Portland Date: 1) - Vill3 ST01, S PV - r 1,07.P CL41u C, ae. 50 ksl S = ASgQ. c B Yb kst o aR G, •Ft4T R4Te: nt n-Pf, intro ctx 11Zksi PiPt PAil Li-Y,ocr . 0). gat t F r r fl 2c4c Vzv1< t X.r FM/6 SNOW 1011 WesternAvenue, Suite 810 • Seattle, WA 98194 • tet: 206.292.5076 Mogen 1250 Pacific Avenue, Suite 701 • lac oma, WA 98402 • tet: 253.383.2797 Pw ...d 101 SW Main Street, Suite 280 • Portland, OR 97204 • tet: 503.232.3746 www.pcs-structural.com DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 flDf Tl� �' 141 HOT TIP CORE OM 1 0 0 FPU,► (NYORRIOSEV !C SCHWP-1 tit c -111111 _ -- A I CI 1 10' Lit (E) (E) O'CWR UP TO T-2 O'CWS DN FROM CT -2 0 d 0 (E)cHEM FEED CWP -1 fata c'YP-z MS SHEET NOTES 2 1. SEE CHILLED WATER DIAGRAMS FOR ADDmONAL VALVES AND EQUIPMENT BE INSTALLED.T, VALV KEY NOTES (N)CHEM FEED POT, VALVES AND P PLASTIC PIPE. VALVES TO BE OPER FROM STANDING POSI11ON. SEE SHE M-602 FOR SPEC AND M-500 FOf MOUNTING Nut] ] INSTALL ADDITIONAL CONTRACTOR Al CURRENT SENSOR AT (E) PURGE N rt ADDff1ON TO REFRIGERANT LEAK ST 4 FAN, (N) CONTRACTOR ALLOWS BM: START FAN. OL d L--( smwavr 1V ,mac► sula •:� -Pza> •DY ar DocuSign'Envelope ID: 8E739ADF-4000.437F-9C6E-55896aEDB799pcs } project y�- ' % )(' {moi cis/bk. k. job No; %11L6 Subject Sheet Name: e 5 Structural Solutions Originating Office: ❑ Seattle frcl Tacoma ❑ Portland Date: i fr5/111 • If 1 z4ouERSt_ g cl A-cr LOAmput (1) Lawaygock , Wick g 4 Gf Maio AT %K41 N a+i solo'p_G. { 1 E rt) rrAmvMSSL >F. ' r *5 of 4T tock Oki Lolig li abj&, 4f M4ct 13 kr =a" Q C. 'L4M/4LgL 7. DJD1 1. T•if s 8rtcsa1/4/4 A-PRUS to ku,. P1.r65 4r4,47. R 1-01461 z u DAN 6f IW Idol- tar'aj - ., a S 4r,b,pr FOR rite ig145 Smitu,a ?r w* ._ED a 44 Gr4Rt °R PSI" 3 0 'MANI/tme Fc'' UQ'b, S E >r Q Lo =rte ERAt K Ram b . s g. 9. µr k Msusa�lu�t , 13Ekcs04 344u, /14 t gT val5 ZEQSnF 6,14 limit* 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • te1: 206.292.5076 Thome 1250 Pacific Avenue, Suite 701. Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structund.com OocuSign Envelope ID: 8E739ADF-4000-4pcs37F E-55 E rata G! `Z � ii project Lly Job No: f� Subject: Sheet Name: e St UCt1ral Solutions Originating Office: 0 Seattle [X Tacoma 0 Portland Date: 1 Z$ig C` "0OxY 3X" itkiro (() 3L4 LW /dal Prf-tcb l; & J-sititti I G,X�n4f C 6 cauc, sUi8 Seattle 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • ter: 206.292.5076 Thema 1250 Padfic Avenue, Suite 701 •Tacoma, WA 98402 • tea: 253.383.2797 Portland 101 SW Main Street. Suite 280 • Portland, OR 97204 • tel: 503.232.3748 www pq.-.truetum com DocuSign Envelope ID: 8E739ADF-4000.437F-906E-55 EDB799 ams Subject Sheet Job No:. 1 7 TLS. Name StrUCtUral SOluutIOfS Originating OlBce: 0 Seattle r Tacoma 0 Portland Date: ll " 7_q—A' 14 i► 511 FrArtit , S �LiJ4AJ (4/ (A4 -5 5;x) 4-r a) rg40766. tisettle 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 20E1292.5076 lamina 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Sidle 280 • Portland, OR 97204 • tel: 509.232.3748 www.pca-suuctural.com (E)£TG So Sr 144x E.XPECIZI, L. peakozzat, 41 AO `4c clionliarr PZ1( $1 CAMP OA. S e oO 3ST'= } F? i TfrovtPt vOn .r. 1 io C.G. X AQP 1101714),1 i=ce"' Off' Pnfitift, $iiAG L nub -544 oic cm/4r i-% loo/ - 5'0" A4'y soNld -PkOv 'e)Zy 1 frhutie 00 Ts try ir vela Sufparrs 4)5ir6,ot 7r2 1..-4t07,4t- S4iPQ r Mer ! u ) -r irG0 S3100 CU . IfAkez. SOLO' p_ G. MAY ' WI Alt 71,4,0 Typtat v R1 rckL sitrpopr sreualte. awe 1011 Western .10, u e. Sues 910 9041410,WA 9 • tat 206292.5078 1250 Pacific krauts, Sulte 701 wA 98402 • int 253 k3' .2'797 101 SW Mtln Street. Sults 290 • :OR 9790E • to: 5084282.3748 DocuSipn ttnrobpe ID: 8E739ADF-40D0-437F-9C8E-55834119EDB799 project LTY+•rt afre0cf Job NW 11//6 Subject: Sheet Name: Trop Struck Solutions Originating Office: ❑ Seattle el Tacoma 0 Portland Date: 11f' a Tao rte. y • CIAO 3,x37 E 4ot7U4 p ,(�'.� on- i»Loo PA. Gj y, ox 1#GA Lokks 'cr1paciL -PJ--1410E" Y to g" » 4O /24 7✓'' - caw ecT 727 5rialciba IJ", W PIZ.2t/# • e_ 5GoAY 8 Met 4ttic, /& ©t� ROTI $ 13 5 Pad Ty Ps -c, -/_ Loiv4 t TuAJ 4i C7) sc---r-/aul 8eettle 1011 Western Avenue, Suite 810 • Seettle, WA 98104 • tet: 208.292.5076 Thome 1250 Pacific Avenue, Suite 701 • Th WA 98402 • tet: 253.383.2797 reeeuid 101 SW Main Street, Suite 280 • PoriNu�, OR 97204 • tel: 503.232.3748 Nwv pce-pructurel.oan DocuSign'Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 Project: LY Xtt ac Job Ne'l q��6 6 Subject: Sheet Name: Date: 71-7-..—/g Structural Solutions Originating Office: 0 Seattle Tacoma ❑ Portland -mss s- us-* s Tot -co qof SOLI -ES la-trAct +f,AIT f.) Mit 13"fleftl fivP Daic .�... _11 of- s 4 spm © 3TL suTsT 104_0 Tar- swAy FSAcE its •C Amy wing' 10/40 ?DO StZTES /4rrtar( lta4co %OH 4 TrActdntw1 11S5 greitG. PFpiovis75 til uutt S' L 3"b 1S TO/4,0 Mil ,5u »Y rovsPb 1P8o sL34y !Pr FfPEz < YP ee.eu. Scans Portland SEGTle4/ Ale) st-41.4,- EXGXD 13TSF Tc t-cr3 'x c4/14? -SWUM- TglikistitsE, -51-1040 Flo 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Sutte 280 • Portland, OR 97204 • tel: 503.232.3746 wwwPw-structuraLco n DocuOipp tnyelope ID: 6E739ADF-4000.437F-9C6E-558369EDD799 ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. WC Hazards by Location Coordinates: 47.4405, -122.2555 1Mmstamp: 2018.11-29T15:36:28,5972 Huard type: Seismic Reference Document: ASCE7.10 Rick Category: 11 III* Class: Report This: Not specified Mapasulta MCER HOdzontal Response Spectrum IWO 1.40 1.20 1.00 0.80 0.80 0.40 0.20 0.00 0.0 I4: Isatitealdts Faitwood Goll ab a country club 10 Petrovitsky Perk 9 Map. RepoiSa morns Design Horisontal Response Spectrum 009) 0.80 0.80 0.40 0.20 0.00 1.0 2.0 3.0 4.0 5.0 8.0 7.0 Period (s) 0.0 Basic Parameters Naar Value Description SS 1.43 MCER ground motion (period.0.2s) St 0.533 MCER ground motion (periods1.0e) Sys 1.43 Site-modNbd spectraaoosieraion value Sy1 0.8 Sties-modfied spectral acoNaralion value Sos 0.963 Numeric seismic design value at 0.2s SA SO1 0.533 Numeric seismic design value at 1.0s SA Additional Information Nana Yalu Description SOC D Seismic design category httpSJlhazards.atcouncilorg/0/seismiclats47.4405811ng=122.255588address= 1.0 2.0 3.0 4.0 1/2 bocuSign tnvelope ID: 6E739ADF-40D0-437F-9CeE-558369EDB799 ATC Hazards by Location Fa 1 Site amplification factor at 0.2s Fv 1.5 Site ampNflcatlon factor at 1.0s PGA 0.587 MCE0 peak ground acceleration Fps', 1 Site amplification Lector at PGA PGA 0.587 Site modified peak ground acceleration rt. 6 Long -period transition period (s) SsRT 1.43 Probabilistic risk -targeted ground motion (0.2s) SsUH 1.508 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SaD 3.103 Factored deterministic acceleration value (0.2s) SI RT 0.533 Probabilistic risk -targeted ground motion (1.0s) S1UH 0.572 Factored uniform -hazard spectral acceleration (2% probability of exceedanoe in 50 years) SID 0.992 Factored deterministic acceleration value (1.0s) PGAd 1.114 Factored deterministic acceleration value (PGA) The results indicated here 00 NOT reflect any state or local amendments to the values or any delineation Ooes made during the bulMdding code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. 11 Disclaimer Hazard loads are provided by the United States Geological Survey While the information presented on this website is believed to be torrid ATC and les sponsors and contributors assume no responsibility or liability for Ns accuracy. The materiel presented in the report should not be used or reeled upon for any spedfic application without competent exankrndion and verification of its .soaxacy, suitability and applicability by engineers or other licensed professionals. ATC dose not intend that the use of this information replace the sound judgment of such competent professionele, having experience and knowledge in the field 01 practice, nor to substitute for the standard dame required of such professionals in interpredng and applying the results of the report provided by this webs t,. Users of the infomuation from tie webelb assume M liability arising from such use. Use of the output of this webeib does not Imply approval by the governing building code bodies responsible for building code approval and Nrterpsbdon for the budding site described by latitude/longitude location in the repo & https://hazards.atcouncLorg/N/seismic?tat=47.4405ddrq=122.2555&address= 2/2 bocuSlgn trnrelope ID: 6E739ADF-4000-437F-9C6E- ED8799 Project 4 -tea S& v t, / Job No: iqiik 12 Subject: Sheet Name: - 1.31 Structural Solutions Originating Office: ❑ Seattle jg1 Tacoma ❑ Portland Date: 11-1_1"t'i 19 4 PlIte "WONT Ate- Seattle te. sMtt a 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 Moans 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.3832797 PerWttd 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 wwwpcs-structurat.cam bocuSign tnvelope ID: 6E739ADF 40D0-437F-9C6E•556369ED679t: Lir 9 Projecf City . 41,7i(.r; j , y 1- Job No. Z d ' 13 a MS Subject: Sheet Name: 1 r ii Stf uctUral Solutions Originating Office: ❑ Seattle czi Tacoma 0 Portland Date: / try 7-10 Gl 01)14. / ,y"� Oiol;ia" y /newt i, ar�� 7s- o ries; s pacino) Wall 46446.s Pr OD. C t -lid -641 Watt. - Fiti M55 Cot_. we:. to - 5y& tipc( %;•140)z-Triv 59.5rpN 7c='4 Rmttla 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • te1: 206.292.5076 loam 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Padlond 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232 3746 ,►yy i373//- vnvw.pcs-structural.com bocuSign Envelo[[��e ID: 6E739ADF-4000-437F-9C6E-558369EDB799 i nic uw�n C�nc i You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Project Title: Engineer: Project ID: Project Descr: 14 Printed: 5 DEC 2018, 12:35PM File = G:12019 Jobs119116 Cyxtera Struc & Seis SupplCalcslenercalc.ec6 Software copynght ENERCALC. INC. 1983-2018, Build:10.18,10.31 Cfc, # KW,=08002327'- l Description : Pipe support beam CODE REFERENCES Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Load Resistance Factor Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load: D = 1.456 k @ 6.420 ft Point Load : D =1.456 k @ 7.580 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn • Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection D(1 456) D(1 456) W6x9 Span =14.08 0.378:1/ Max W6X9 .085 `--ftp) 18.75 ft .40D/1:60H 0.000 ft Span # 1 0.000 in Ratio = 0.000 in Ratio = 0.148 in Ratio = 0.000 in Ratio = 'ia ice`TiPCSr3TRUCTURAtt SOL1'.&TIONS' Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi Service loads entered. Load Factors will be applied for calculations. C- 1',5/r(f J V 6171) imum Shear Stress Ratio = Section used for this span Vu : Applied Vn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0 <360 0 <360 1133 >=240. 0 <240.0 tDe'si.e103GC 0.068 : 1 W6x9 2.038 k 30.090 k +1.40D+1.60H 7.600 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V max Mu + max Mu - Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi'Vnx +1.40D+1.60H Dsgn. L = 14.00 ft +1.20D+0.50Lr+1.60L+1.60H Dsgn. L = 14.00 ft +1.20D+1.60L+0.50S+1.6011 Dsgn. L = 14.00 ft +1.20D+1.60Lr+L+1.6011 Dsgn. L = 14.00 ft +1.20D+1.60Lr+0.50W+1.6011 Dsgn. L = 14.00 ft +1.20D+L+1.60S+1.60H Dsgn. L = 14.00 ft +1.20D+1.60S+0.50W+1.60)1 Dsgn. L = 14.00 ft +1.20D+0.50Lr+L+W+1.6011 Dsgn. L = 14.00 ft +1.20D-'L+0.50S+W+1.6011 Dsgn. L = 14.00 ft +0.900+W+1.6011 Dsgn. L = 14.00 ft 1 0.378 0.068 6.00 -7.09 7.09 20.84 18.75 2.11 1.00 2.04 30.09 30.09 1 0.324 0.058 5.14 -6.07 6.07 20.84 18.75 2.11 1.00 1.75 30.09 30.09 1 0.324 0.058 5.14 -6.07 6.07 20.84 18.75 2.11 1.00 1.75 30.09 30.09 1 0.324 0.058 5.14 -6.07 6.07 20.84 18.75 2.11 1.00 1.75 30.09 30.09 1 0.324 0.058 5.14 -6.07 6.07 20.84 18.75 2.11 1.00 1.75 30.09 30.09 1 0.324 0.058 5.14 -6.07 6.07 20.84 18.75 2.11 1.00 1.75 30.09 30.09 1 0.324 0.058 5.14 -6.07 6.07 20.84 18.75 2.11 1.00 1.75 30.09 30.09 1 0.324 0.058 5.14 -6.07 6.07 20.84 18.75 2.11 1.00 1.75 30.09 30.09 1 0.324 0.058 5.14 -6.07 6.07 20.84 18.75 2.11 1.00 1.75 30.09 30.09 1 0.243 0.044 3.86 -4.55 4.55 20.84 18.75 2.11 1.00 1.31 30.09 30.09 bocuSign envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 nIo ulwn IIIc i You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam 0c # v t4W=08002327 Description : Project Title: Engineer: Project ID: Project Descr: 15 Printed: 5 DEC 2018, 12:35PM Fde = G12019 Jobs119116 Cymru Stix & Sea Supp' Pipe support beam Load Combination Segment Length Span # +1.20D+L+0.205+E+1.90H Dsgn. L = 14.00 ft 1 0.324 +0.90D+E+0.90H Dsgn. L = 14.00 ft 1 0.243 Overall Maximum Deflections Load Combination Span D Only 1 Vertical Reactions Load Combination Overall MAXimum Overall MINimum +0+H +D+L+H +D+Lr+H +D+S+H +0+0.750Lr+0.750L+H +D+0.750L+0.750S+H +O+0.60W+H +0+0.750Lr+0.450W+H +D+0.750S+0.450W+H +0.600+0.60W+0.60H +D+0.70E+0.60H +D+0.750L+0.750S+0.5250E4 +0.60D+0.70E+11 D Only Lr Only L Only S Only W Only E Only H Only Max Stress Ratios M V ec6 Softwarecopynghi ENERCALC, INC. 1983-2018, Buid:10.18.10.31 LitieftselifiRCS"SIRUCTURAt3 SOIUT,IONS3 Summary of Moment Values Summary of Shear Values max Mu + max Mu - Mu Max Mnx Phi"Mnx Cb Rm VuMax Vnx Phi*Vnx 0.058 5.14 -6.07 6.07 20.84 0.044 3.86 -4.55 4,55 20.84 Max. "-" Defl 0.1483 Support 1 Support 2 1.456 1.456 0.874 0.874 1.456 1.456 1.456 1.456 1.456 1.456 1.456 1.456 1.456 1.456 1.456 1.456 1.456 1.456 1.456 1.456 1.456 1.456 0.874 0.874 1.456 1.456 1.456 1.456 0.874 0.874 1.456 1.456 18.75 2.11 1.00 1.75 30.09 30.09 18.75 2.11 1.00 1.31 30.09 30.09 Location in Span Load Combination Max. "+" Defl Location in Span 7.040 0.0000 0.000 Support notation : Far left is #1 Values in KIPS tocuSIgn knvelope ID: 6E739ADF40D0-437F-9C6E-b6�EDB799 ) f Project: Lyt �" Job No* / 16 Subject Sheet Name: Structural Solutions Originating Office: ❑ Seattle ja Tacoma ❑ Portland Date: Il. tfitt c Qr » f� 1;;= a -/o? (itz-t-j= ap = z 6 OF = P55.44" apt fp, Ot'I(Z4S)(D,95 C� 7 ► q5Z(liti !(s C 414,, /s c_, . 953 6 , 5 7 g 6.57/9( 137/4-- 74#144 em t$oatfl. 1011 Western Avenue. Salsa $1O • Seattle. WA 08104 • td: 206292.5078 www.pcs-structunl.com StomaStoa 11250 Pacific Avenue. Sluice 701 •F�a WA 98402 • tel: 2S' 3 303.2707 Potions Stroet. 101 SW Main Suite 200 • OR 97204 • tel: 550.232.3746 docuSign tnvelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 .Y X -1.373k -1.373k Loads: BLC 2, Superimposed DL PCS Structural Solutions TLR 19-116 Cyxtera Support Frame 17 SK -5 Dec 3, 2018 at 4:50 PM Support Frame.r3d 6ocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 ,Y • Z X Loads: BLC 4, EQ PCS Structural Solutions TLR 19-116 Cyxtera Support Frame 18 SK -4 Dec 3, 2018 at 4:49 PM Support Frame.r3d 6ocuSign envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 Company 11 R iSA Dob Number Model Name PCS Structural Solutions : TLR : 19-116 . Cyxtera Support Frame 19 Dec 3, 2018 4:45 PM Checked By: TPP Hot Rolled Steel Properties Label E [ksij G [ksi) Nu Therm (11 E...Density[k/ft.. Yield[ksi] 1 A992 29000 11154 .3 .65 .49 50 2 __._A36 Gr.36 29000 _ 11154 .3 .65 .49 36. 3 A572 Gr.50 29000 11154 .3 .65 .49 50 4 A500 Gr.B RND 29000 11154 _ .3 ! .65 .527 _-�, 42 1.4 _58_ 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 6 A53 Gr.S 29000 11154 .3.65 .49 35 1,6_ __ __60 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 Ry 1.1 1.5 1.1 Fu[ksiJ 65 58 _ 65 Joint Coordinates and Temperatures Rt 1.1 1.2_ 1.1 1.3._ J 1.3 1.2_ J 1.3 Label 1 N1 2 _ .. . -92 3 N3 4 N4 5 N5 6 N6 Joint Boundary Conditions X [ft] Y [ft] Z [ftj 0 0 0 0 11.25 _ _0 14 11.25 0 14 0 0 6.42 11.25 0 7.58 11.25 0 Temp [F] 0 0 0 0 0 0 Detach From Diap... Joint Label X [k/inJ Y Ik/in] Z [k/in] 1 . N1 , Reaction . Reaction Reaction 2 N4 Reaction Reaction ,_ Reaction 3 , N5 Reaction 4_ _ . _ N6 Reaction Member Primary Data X Rot.[k-ft/radJ Y Rot.(k-ft/radj Z Rot.[k-ft/rad) Label 1 Joint 1 M1 N2 _2 _ M2__ N1_ 3 M3 N4 J Joint N3 N2 N3 K Joint Rotate(d... Section/Shape Type Design List W6X9 Beam ,Wide Flange HSS6X6X4 ColumnnSSquareTube HSS6X6X4 Column SquareTube Joint Loads and Enforced Displacements (BLC 2 : Superimposed DL) Joint Label N5 N6 L,D,M L L Joint Loads and Enforced Displacements (BLC 4 : EQ) Direction Y Y Material Design R... A992 Typical A5Q0 Gr.B Rect Typical 1 A500 Gr.B Rect Typical Magnitude[(k,k-ft), (in,rad), (k•s"2/ft... -1.373 -1373 Joint Label N5 _ - N6 Basic Load Cases L,D,M L -L Direction X X__ Magnitude[(k,k-ft), (in,rad), (k•s"2/ft... .784 .784 _1 BLC Description 1 Self Weight 2Superimposed DL _ 3 Live Load 4 EQ Category DL DL_ LL EL X Gravity Y Gravity Z Gravity Joint -1 .572 2 2 Point DistributedArea(Me... Surface(... 1 RISA -3D Version 17.0.1 [G:\2019 Jobs\19116 Cyxtera Struc & Seis Supp\Calcs\Support Frame.r3d] Page 1 DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 IIURUSA Company PCS Structural Solutions Designer TLR umber : 19-116 Model Name • Cyxtera Support Frame 20 Dec 3, 2018 4:45 PM Checked By: TPP Load Combinations Description Solve PDelta S... BLCFa... BLCFa .. BLCFa... BLCFa .. BLCFa. BLCFa... BLCFa .. BLCFa... BLCFa... BLCFa... 1 Deflection 1 Yes Y DL 1 2_ Deflection 2 _Yes Y -LL_ .1. 3 Deflection 3 Yes Y DL 1 LL 1 4 _._ IBC 1.6-1._ _ Yes Y YDL1 4_-- 5 IBC 16-2 (a) Yes Y DL 1.2 LL 1.6 LLS 1.6 _6 . _IBC 16-5 (a) - Yes _Y DL 1.2 Sd....2 EL 1 LL .5 LLS 1 .J 7 IBC 16-5 (b). Yes Y DL 1.2 Sd..• .2 EL -1 LL .5 LLS 1 8 IBC 16-7 (a) Yes Y DL .9 ,8d.,_.-.2 EL 1____ j 9 IBC 16-7 (b) Yes Y DL .9 8c1.-.2 EL -1 10 TIBC 16-5 (os -a) Y DL 1.2 Sd....2 0.. 1 LL .5 LLS 1 1 11 IBC 16-5 (os -b) Y DL 1.2 Sd.-..2 0... -1 LL .5 LLS 1 - 12 IBC 16-7_(os-a),._ Y _. _DL_ .9 sd.._- 2 0 -. 1 . 13 IBC 16-7 (os -b) Y DL .9 Sd... -.2 0... -1 Envelope Joint Reactions Joint X [k] LC Y [k] LC Z [k] LC MX [k -ft] LC MY [k -ft] LC MZ [k -ft] LC 1, N1 max 1.383 7 3.773 7 0 9 0 9 0 , 9 0 9 2 ._ ..___min -L732 8 _ -..274-. _ _.. 0 _ 1_. _ _0_ _ _ 1 _ 0 _ 1 --.. 0 _ ___ 1 3 N4 max .732 9 3.773 . 6 0 9 0 9 0 9 0 9 4 _ min -1..383 6 -.274 ___9_____ __0_ _ . _ 1_ _.. _ 0 1 0 1 0.. __. _1 J 5 N5 max 0 , 9. 0 , 9 0 9 0 9 0 9 09 min __ 0 1-. _ 1 0. _ 1 0 1 0 1_ 0 . 1 i 7. N6 max 0 _9 . 0 ,9 0 ,9 .0 9 0 90 9 8 min 0 1 0 1 0 1_ 0 1 0 1- 0 1 J 9 , Totals: -max. 1.888 , 9 4.627 4 0 9 _10 _ _ _ min -1.888 6 0 2 0 1 1 . EnvelopeJoint Displacements Joint X [in] LC Y [in] LC Z [in] LC X Rotation ... LC Y Rotation ... LC Z Rotation [... LC 1 N1 . max 0 9 0 9 0 9 0 9 0 9 2.434e-02 7 2_ _min_ _ 0_ __ 1 . 0 ... _ 1.... __ 0 ____.1 _ 0 1 0 1 -2.07e -Q2 8 j 3 N2 max 2.419 . 6, 0 8 0 . 9 0 9 0 9 ,6.933e-03 9 4 min -2.418 7 -.004 7 0 1 ._0 1 0 1 .-1.359e-02.6 J 5 N3 max 2.418 6 0 9 0 9 0 9 0 9 1.359e-02 7 _ 6 _ . min -2.419. _ 7 _ -.004 6 0 1___ __0__ 1, _ 0 _ _ 1 _.-6•933e-03_ g j 7 N4 max 0 _ 9 0 9 0 9 0 9 0 9 2.07e-02 9 8. _ _ _ min_ 0 _ _ 1_ _ _0_ 0_ _ 1 _ 0 1 0 1 0 1 -2.434e-02 6 I 9 N5 . max 2.419 6 0 2 3 9 0 9 0 9 3.402e-03 8 1.0 min -2.419 7 -.472 6 0 1 _ 0 .__ _ 1.-..._ .0 __ 1- _ :_-5.926e-03 7 J 11 N6 max 2.419 6 0 2 0 9 0 9 0 9 5.926e-03 6 12 _ _ min__-- -2.419 i7 =,472 7 -.. 0 1. _ 0 _ 1._.. .., 0- .. 1.__ -3.402e-03 9_ j Envelope Member Section Forces Member Sec Axial[kj LC y Shear[k] LCz She..LC Torque[k-ft] LCy-y Moment[... LC z -z Moment[k-ft] LC 1 M1 . 1 m...1.259 7 3.48 7 0 9 0 9 0 9 15.592 7 2_ min -.609 8 , -.429 8 _ 0 1 0 _ _1 0 1, -7.472 8 3 2 m...1.241 7 3.436 7 0 9 0 9 0 9 4.21 9 4 min -.59_'---8.T__._-,452._ 8.. 0 ,.11 0 .1 0 1- -6.866 _6 . . _ i 5 3 m....469. 4 1.477 7 0 9 0 9 0 9 0 2 _6 min, 0 _. 2 -1.477_ __6„. _f) ,1. _ 0 1 0 1 -7.399 4 7 4 m_.•1.241 6 .452 9 0 9 0 9 0 9 4.21 8 RISA -3D Version 17.0.1 [G:12019 Jobs\19116 Cyxtera Struc & Seis Supp\Calcs\Support Frame.r3d] Page 2 DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 Company PCS Structural Solutions Dec 3, 221 018 IIIRISADesigNner : DocuSign 'Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 FCSProject: LVPfjj ��CIrJ`1tUGf� Job No 14/I4 u Subject !j Sheet Name• 1i/�' Structural Solutions Originating Office: 0 Seattle rg Tacoma ❑ Portland Date: 11 7.#-i Cif k t Pn; 0, 4' ( 5. zY►n;f Fri/ Zgi \/ =-P-q(W6e)(1/iL;11) q63•740°' 5v(-cvniti qvnt. 0, 6(ita60(Z (C;0)(0.-4s))(/(0)(c), ... t 15640'4 .,.. 2 ©� ' 6 \ z� V5 5 6 ✓C4Pb sa+tw 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tet: 208.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tee: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tei: 503.232.3746 www.pcs-structural.cum docuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799411 PCS y Project: �y Xkf��ym1L���„iGi✓7 Job No - Sheet Subject: JJ Sheet I Name: -� , Originating Office: ❑ Seattle ❑ Tacoma 0 Portland Date: i1- 74/3 Structural Solutions S'ormecAlo4 G? 6K? NSS 23 •- •ft til5031I t) 111“- - Mt.,' Ia I)( ' X(' I, ) : 76 ;,n ;,G. cdyw tJeff ita4z-ED(l-4o sn(9)> v('g 53.33 G " 4 It b. SSint(q = tib Yi , it 456 lk if GSC C ra (A9F Seattle 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206292.5076 Moony" 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253383.2797 Pmtlend 101 SW Main Street, Suite 280 • Portland. OR 97204 • tel: 503.232.3746 www pcs-structuraLcom DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 • (� project( ! k ' fp -moi; Crit % Job No• rl G /! Subject Sheet Name. t Structural Solutions Originating Office: ❑ Seattle ® Tacoma ❑ Portland Date• / �"" Z9'17 --- Mt( ;',, {VN i'7064/, We4: C.9(04. $/ 574/Miti i2 1. 044;(46 l' 7e - n3 - Z1/,47 (v»)(/ 14) - 11 6, 36117/iih imp elivo. 9(.(.,x/Q ,(0-75, ,)/ = Y5, 40;;-7 5C C-4 ec4 Gt.Wee Cokew/) 01% - /,144, 4.1 z "S76, Veil ,v,,73 inadU tit/ atift ;- _ 3 ) r dot./3 sot-tr. I/‘ g Seattle 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 Tvcoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 www.hllti.us Company: Specifier: Address: Phone I Fax: E -Mail: Speclfter's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) R • user Is responsible to ensure (stiffeners,...) HIT-HY 200 + Rebar A 615 Gr.40 #5 her,ac! = 3.250 in (hem,* = - in.) ASTM A 615 GR.40 ESR -3187 3/1/2018 i 3/1/2020 Design method ACI 318-14 / Chem without clamping (anchor); restraint level (anchor plate): 2.00; eb = 1.000 in.; t = 0.500 in. Hilti Grout: CB -G EG, epoxy, fc,Grout = 14,939 psi 1000(1= 14.000 in. x 14.000 In. x 0.500 in.; (Recommended plate thickness: not calculated Square HSS (AISC); (L x W x T) = 6.000 in. x 6.000 in. x 0.250 in. cracked concrete, 3000, fe' = 3,000 psi; h = 6.000 in., Temp. short/long: 32/32 "F hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition 8; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5 3 (c)) Page: Project: Sub -Project I Pos. No.: Date: 25 Profis Anchor 2.7.9 12/5/2018 a rigid base plate for the entered thickness with appropriate solutions Geometry [in.] 8 Loading [Ib, init.] Z Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schoen Hill is a registered Trademark or Hili AG, Schoen 3�- x DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 171 865 0 865 2 171 865 0 865 3 171 865 0 865 4 171 865 0 865 max. concrete compressive strain: - [96s] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 685 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] Anchor forces based on a rigid base plate assumption) 3 Tension Toad Page: Project: Sub -Project 1 Pos. No.: Date: 26 Profis Anchor 2.7.9 2 12/5/2018 4y 03 04 Tension 01 02 Load N1e [lb] Capacity 4 Nn [Ib] Utilization yN = Nus/41N,, _ Status Steel Strength" 171 12,090 2 OK Bond Strength" 685 7,692 9 OK Sustained Tension Load Bond Strength* N/A N/A N/A N/A Concrete Breakout Strength" 685 10,638 7 OK anchor having the highest loading "anchor group (anchors in tension) 3.1 Steel Strength N6e = ESR value refer to ICC -ES ESR -3187 4) N,a 2 N„e ACI 318-14 Table 17.3.1.1 Variables Ase,N [in 2] futa [psi] 0.31 60,000 Calculations Nsa [Ib) 18,600 Results Nsa [Ib] d steel f Nsa Ilb] Nua [Ib] 18,600 0.650 12,090 171 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c 12003-2009 Hilt! AG, FL -9494 Schaan Hilli is a registered Trademark of Hilli AG, Schaan Envelope DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: ( 3.2 Bond Strength Nay = ( a) ty ecl.Na W ec2,Na W ad,Na 4f cp.Na Nba Nag 2 Nua ANa = see ACI 318-14, Section 17.4.5.1, Fig. R 17.4.5.1(b) 2 = (2 CNa) _ ANoO CNa = 10 da 1100 1 Wec,Na—(1051.0 Wod.Na=0.7+0.3(/cNaM.a)s1.0 W cp,N. = MAXX(Cama CNa) 5 1.0 cc CaeJ Nba = o t k,c ' aNsels ' R da • he Variables T «n,uncr [psi] 1,589 da [in.] 0.625 Page: Project: Sub -Project I Pos. No.: Date: ACI 318-14 Eq. (17.4.5.1.b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.5.1c) ACI 318-14 Eq. (17.4.5.1d) ACI 318-14 Eq. (17.4.5.3) ACI 318-14 Eq. (17 4.5.4b) ACI 318-14 Eq. (17.4.5.5b) ACI 318-14 Eq. (17.4.5.2) her [in•) Ca,rnin ['n.] 3.250 00 ec1,N [in.) eo2 N [in.) ca,; (in.] X a 0.000 0.000 5.969 ~�� 1.000 Calculations CNa [in.] ANa [In.2) ANao (in.2] 7.478 622.85 223.71 1.000 W ec1,Ne 1.000 Results Nag [Ib] 15,778 W ec2,Na .. ....._...... 1.000 0 bond 0.650 y! cp,Na 1.000 W 6e 8m C 0.750 Na,, [Ib] 5,667 nonductida 1.000 Input data and results must be checked for agreement with the existing conditions and for plausibitity1 PROFIS Anchor (c) 2003-2009 Hidi AG, FL -9494 Schaan FRP is a registered Trademark of HIM AG, Schaan T k,c [psi] 1,110 aN.seis 0.800 Na9 Pb] 7,692 27 0411671191 r Profis Anchor 2.7.9 3 12/5/2018 Nua [Ib] 685 DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 3.3 Concrete Breakout Strength ANc Nth, —(n -, W s,N W ad.N W c.N W cpN Nb Nthg 2 Nua ANn see ACI 318-14. Section 17.4.2.1, Fig. R 17.4.2.1(b) Arita, = 9 hof 1 Wecd4= +2eN51.0 3 he W ed,N = 0.7 + 0.3 (4-'ot) 5 1.0 W cp.N = MAX(c---e. ' 1.:h„,5h) 5 1.0 Cac ac Nb = kch.a Vich0s Variables he [in.] 3.250 Page: Project: Sub -Project I Pos. No. Date: ACI 318-14 Eq. (17.4.2.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) ec,,N [in.] ec2N [in.] Ca,min [in.] 0.000 y 0.000 Cac [in.] kc X a fc [psi] 5.969 17 1.000 3,000 c,N- 1.000 Calculations ANc [in 2] A [in.2] W ec1,N _ (Vec2,N _. _ _ W ed,,N 380.25 95.06 1.000 1.000 1.000 Results Nthg [Ib] tb concrete 4) seismic 4) nonducele 41 Nag [ib] 21,822 0.650 0.750 1.000 10,638 Input date and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c )2003-2009 Hai AG, FL -9494 Schaan Hilll is a registered Trademark of Hill] AG, Schaan 28 Profis Anchor 2.7.9 4 12/5/2018 cp,N 1.000 N [Ib] 685 Nb [lb] 5,455 DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 www.hlltLus Company: Specifier: Address: Phone I Fax: E -Mail: 4 Shear load Page: Project: Sub -Project I Pos. No.: Date: 29 iu i r Profis Anchor 2.7.9 5 12/5/2018 Load V. [Ib] Capacity 4 V„ [Ib] Utilization pv m Va1I$ Vn Status Steel Strength* 865 3,750 24 OK Steel failure (with lever arm)" 865 1,327 66 OK Pryout Strength (Bond Strength 3,458 22,089 16 OK controls)** Concrete edge failure in direction " N/A N/A N/A N/A • anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vye = av,taia (0.6 Ase.v luta) Vsteel > V, refer to ICC -ES ESR -3187 ACI 318-14 Table 17.3.1 1 Variables Ase,v [in.2J feta [Psi) aysea (0.6 Ase.v foie) [lb]_ 0.31 60,000 0.700 11.160 Calculations Vee,( [Ib] 7,812 Results Vee.e4 [lb] 4, steel 4' eh • Vsa [Ib] Vua [Ib] 7,812 0.600 0.800 3,750 865 4.2 Steel failure (with lever arm) VM _ am Ma ` Lb Ma = M, (1 Ma = (1.2) (S) (knee) \1 0 Nis bending equation for stand-off resultant flexural resistance of anchor characteristic flexural resistance of anchor reduction for tensile force acting simultaneously with a shear force on the anchor 3 S = "32) elastic section modulus of anchor bolt at concrete surface Le = 2 + (n)(do) internal lever arm adjusted for spalling of the surface concrete y VM z Vaa ACI 318-14 Table 17.3.1.1 Variables am f,,mw, [psi] Nua [lb] 2.00 60,000 171 Calculations M; [in.lb] 1,752.831 Results V; [lb] 2,212 0 Nee [lb]. z [in.] n da [in.] 12,090 1.250 0.500 0.625 (1 N�1 \ 4 N„/ Ms [in.lb] Lb [in.] 0.986 1,728.003 1.563 4 steel 0.600 Vs [Ib] Vua [Ib] 1,327 865 Input data and results must be checked for agreement with the existing conditions and tor ptausibdity! PROFIS Anchor (c) 2003-2009 Hilii AG, FL -9494 Schaan Hilt1 Is a registered Trademark of Hllti AG, Schaan DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 www.hilti.us Company: Specifier: Address: Phone 1 Fax: E -Mail: 4.3 Pryout Strength (Bond Strength controls) r kJ ‘41,9 =k�1 ( ;� tlf ,wl,NW c a W ec2,Na W ed,Na p,Na No] y Vcpg V18ll \ ANa see ACI 318-14, Section 17.4.5.1, Fig. R 17.4.5.1(b) ANao = (2 Goa = 10 da ♦V I t 110mcr 0 1 W ec.Na = \ 1 + eN 15 1.0 Cxa Wed.Na=0.7+0.3 (C")551.0 Gae pec/ 1 W cp,Na = MAXCr, 1.0 Nba = A.. • k,. •c1Nseis ' n ' da - het Variables kcp ? Nc.uncr [PSI] 2 1,589 0.625 e.t.N [in.] ec2N [in.) c [in,] 0.000 0.000 5.969 Calculations cNa [in.] 7.478 ANa [in.2] 622.85 ANao [in.21 223.71 W eci,Na - W ec2,Na co4a 1.000 1.000 1.000 Results Vnp9 [Ib) 31,556 4) c,nerele W seiRmie 0.700 1.000 5 Combined tension and shear loads Page: Project: Sub -Project I Pos No.: Date: ACI 318-14 Eq. (17.5.3.1b) ACI 318-14 Table 17.3.1,1 ACI 318-14 Eq. (17.4.5.1c) ACI 318-14 Eq. (17.4.5.1d) ACI 318-14 Eq. (17.4.5.3) ACI 318=14 Eq. (17.4.5.4b) ACI 318-14 Eq. (17.4.5.5b) ACI 318-14 Eq. (17.4.5.2) No [in.] .. ca.mk, [in.] 3.250 X. a Offset's_ 1.000 0.800 od.Na 1.000 Nba [Ib] 5,667 30 Profis Anchor 2.7.9 6 12/5/2018 0 K. [Pstl 1,110 nunductile $ urn„ [lb] Via [Ib] 1.000 22,089 3,458 ry. pv 4 Utilization py,v (vial Status_ 0.089 0.651 5/3 51 OK pNV5=1 Input data and results must be checked for agreement with the existing conditions and for plausibilityt PROFIS Anchor ( c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 31 Pinar" Profis Anchor 2.7.9 7 12/5/2018 6 Warnings The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc ). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. Them factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • ACI 318 does not specifically address anchor bending when a stand-off condition exists. PROFIS Anchor calculates a shear load corresponding to anchor bending when stand-off exists and includes the results as a shear Design Strength! • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • Checking the transfer of loads Into the base material and the shear resistance are required In accordance with ACI 318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-14, Chapter 17, Section 17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c). • Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors by a non -yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by coo. • Installation of Hiltt adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors. Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003-2009 111111 AG, FL -9494 Schaan Hiti is a registered Trademark of Hiili AG, Schaan DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558389EDB799 www.hilti.us Company Address: Phone I Fax: E -Mail: Profls Anchor 2.7.9 Page: 8 Project: Sub -Project I Pos. No.: Date: 12/5/2018 7 Installation data Anchor plate. steel: - Profils: Square HSS (AISC); 6.000 x 6.000 x 0.250 in. Hole diameter In the fixture: df • 0.625 In. Plate tNckness (input): 0.500 in. Recommended plate thickness: not calculated Drilling method: Hammer draped Cleaning: Compressed air cleaning of the drilled hole according to instructions for use Is required Anchor type and diameter: HIT•HY 200 + Rebar A 615 Gr.40 #5 Installation torque: - Hole diameter M the base material: 0.750 in. Hole depth in the bane material: 3.250 in. Minimum thickness of the base material: 4.750 In. R - user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stMfensrs,...) 7.1 Recommended accessories • Suitable Rotary Hammer • Properly sized drill bit 7.000 Cleaning • Compressed air with required accessories to blow from the bottom of the hole • Proper diameter wire brush 7.000 Setting • Dispenser including cassette and mixer • For deep installations, a piston plug is necessary • Torque wrench 03 2.000 Coordinates Anchor In. Anchor x y 1 -5.000 -5.000 2 6.000 -5.000 3 -5.000 5.000 4 5.000 5.000 w 0+e 01, 10.000 coy • 2.000 Input data and results must be checked for agreement until Ms existing condition and for p u ibihyI PROFIS Mchar ( c ) 20032009 HIV AG, FL -9494 Schein HOt is r registered Truismetk of 141111 AG, Sdwen DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 33 Profis Anchor 2.7.9 9 12/5/2018 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 H011 AG, FL -9494 Schaan 1010 Is a registered Trademark of MO AG, Schaan • DocuSign Envelope ID: 6E739ADF-4000-437F-9C6E-558369EDB799 Project: C -r y y 11/4 ' Mir-- rj Subject: / Sheet Name: fl -E, Job No: PM 34 StrUCtu it SOhlri011S Originating Office: 0 Seattle ((1 Tacoma 0 Portland S (' 8aattl• 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 Thome 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 Date• 11- zq—/ www.pcs-structural.com DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 ��,,,, ) // ProjectL—' y)dC/oc . - ISM S4 Job No: ! S ` Subject Sheet Name: El Seattle Office: Seattle j Tacoma [] Portland Date: i 1-7-9-A? Structural Solutions Mar Pre_ "Tr'tb lia)41-60t4-- /*a) liettipig(71/4t-r- -E7e6-.40- _ /540,s. X- O,35Pf & !. V(275‘ e r -38Vy# k L : l- o) ON) 1 (4,7, x r �e� z (ifer lig Ips( O.E77(t1.4'/rr;; = /0 'IV a 9(0 iiif • i.OZ,,i q Cki 7 3- " ,;7 jeoop tloattl• 1011 Westem Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 'I omu 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com DocuSign Envelope ID: 6E739ADF-40D0-4pcs37F-9C6E-556369EDB799 Project: L." xi"!'/ mot. Job No 9//4�f� J 30 Subject: Sheet Name: 1f s. litie Structural Solutions Originating Office: 0 Seattle Tacoma ❑ Portland Date .) r /&' reed well 0 )54 t -tit /( no, 8sMU 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206292.5076 Timone 1250 Pacific Avenue, Suite 701 •'Tacoma, WA 98402 • tee 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www pcs• structurai.c:om • + 1 DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799a PCS Cy ) / Project:-°`if��i C'�`t� t Job No /j/t0 Subject: Sheet Name: / 7.1 .Structural Solutions Originating Office: ❑ Seattle Tacoma ❑ Portland Date 1 1/3()//k Cui Pin SNOW 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 Tacans 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com 1 e7 DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 J Project: l-yy4ri �['c%^�` 3� 5ilob No Subject: Sheet Name: 1-- Sti'tlCtV'8� SQlU FCS. Originating Office: 0 Seattle (j Tacoma ❑ Portland Date 1 f 'rA 7/0 ./4" Seattle Theme Paroled Yc4.F,Sys tdp Tp --6 Op =4/qt Y l' (N" vo.6._1)/ r.0345,i)//r).„4,i) ir (6 ?4 (/c' 0 Pipe-) Fp = to. y (Z-S)(a g 11/44(I4z0. 5' p' --- = ( f Z �®1 (1f z- i!) 7 aleck MO per-- 3 -3 112 U.3(0, '53 711 3z (p ((r e 1011 Western Avow*, Suite 810 • Seattle. WA 90104 , tel: 206.292.5076 1250 Pacific Avenue. Suite 701 •75catna. WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland. 97204 • tee 503.232.3746 www.pcs-structural.coin u • DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-558369EDB799 a PCS Project: Job No 30 Subject. Sheet Name Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date: tiatt1 Room Portland Chtz,,A zee 1,z)fe 3 i.-z.(ttcti'9pit) r�7.3J� ,� k ST37g -, 1 ‘7.tem p/0 amu=Ct373 ctLZ(p/C) i5•7t.z (p/) -rr (dL - dl, fi(ry'07) ) \ 5 3. Z6-03 y to --- (0a7C+7)Y- 00,0Z 3ZC 10.76"�.)Oki J a7, icita L (pfi?j� w 0, q %,?)(;yes%'C ZQ,91,9i " 7 (!p 4l 1 P (toil?) 3 9 r6tiqw/6 69)k l.7 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue. Suite 701 •'thy, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pes-structural.com lD . DocuSign Envelope ID: 6E739ADF-8000-437F-9C6E-558369EDB799 NZ PCS Project: Job No y0 Subject: Sheet Name .Structural SOLUtiOnS Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date. Li'ir 6- o T (ft l�r 3.7tni 72,7;�� to _ LY l rD 3�Y�x L now /66.73 jriv 8'U(l5.51pfr) *seta. 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tel: 206.292.9076 rioom. 1250 Pacific Avenue, Suite 701 •Tacoma, WA 90402 • tel: 253.3832797 Porttntd 101 SW Main Street. Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structuraLcom DocuSign Envelope ID: 6E739ADF-4000-437F-9C6E-558369EDB799 Pcs Project: Job No. 41 Subject: Sheet Name' $tf UCtara' SO1UtiOnS Originating Office: ❑ Seattle 0 Tacoma ❑ Portland Date: 8aattb ?wane PoHland aSE TOtco 2z5 -seyny cry Mar /W reel faf I ' lazy* lei 'e),zz GtsE 5'1,3?/ t)/act Z5/ 0 G- s - (6 iv -3121c = 1 3 576 Alar ira 1 ani--; 6 r � USE ! SAr-61=4 jy = / 3 Cn _z olc P✓� tJt(tReb � x: 55 ksi Te -7517- 0.g-77(5.6541) 7 Sr OP4r- as( V5 ke ✓'c, 1011 Western Avenue, Suite 810 • Seattle. WA 98104 • tel: 208292.5076 1250 Pacific Avenue, Suite 701 -Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland. OR 97204 • tet: 503.232.3746 www.pcs-structural.com Iia DocuSign Envelope ID: 6E739ADF-40D0-437F-9C6E-556369EDB799 r` project. Lyxfvye Job No. iced Structural Solutions Subject: Sheet Name. VLF' Originating Office: 0 Seattle IN Tacoma ❑ Portland Date: Iv- /NY i ‘te 1cA - 4ovt oPfia 9744 (S4, ,.o- Y Slrvc Taz flys (lai.)1' gay/ f- z5$4(5cf.', Ca 6 0 /`'(0.533) 111/V 0,7 0/ q 4'2)(0,4sof : -3118 lI L if/ p,70R/ (cos - '09321 q/q zcQ!. "(/. G7) 077,4t 72' -7-HtrA117 Seattle 1011 Western Avenue, Suite 810 • Seattle, WA 98104 • tei: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 • 'Acme, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www pcs-structurai.com b 4 DocuSign Envelope ID: 6E739ADF-40D0-4pcs37F-9C6E-558369EDB799 Project: Job No: Subject Sheet Name: Structural Solutions Originating Office: 0 Seattle ❑ Tacoma ❑ Portland Date: Seattle lactone Portlmd bled( 1-&_4c lrax tifZY4 rI( = 1srF) (S -%)(3Q Yk- 9r37f5, ' Zvc MirciC/1 . 114 FI,L az{ts }j ( 4Ac f r6:711000ftegb 704 4/ / 4i) ge5 t,, ' r/, :, f b ' '. ff � k1' % I', Z,(///`I I) (t1,5 Yrr.4 -� 3 (t) 11Q0i / [03? = 40 S v/ 4 Opp 1011 Western Avenue, Suite 810 • Seattle. WA 98104 • tel: 206.292.5076 1250 Pacllic Avenue, Suite 701 • Tacoma. WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, 01197204 • tel: ' 2V.3746 www.pes-structural.com Cyxtera RFI #69 Project: SE4 Data Center Mechanical Projects/Chilled Water Redesign 6101 S. 180th Street Tukwila, Washington 98188 Bypass valve around backflow preventer TO: Michael L. Miller (Black and Veatch) FROM: Nicolas Vivas (HITT Contracting) 2025 First Avenue, Penthouse B Seattle, Washington 98121 STATUS: Open DUE DATE: 04/08/2019 COST CODE: SCHEDULE IMPACT: SPEC SECTION: 230000 - Mechanical REFERENCE: DATE INITIATED: 04/03/2019 LOCATION: Mechanical Room PROJECT STAGE: Course of Construction SUB JOB: COST IMPACT: DRAWING NUMBER: LINKED DRAWINGS: RECEIVED FROM: Jeffery Smith (MacDonald -Miller) COPIES TO: rat � Marc Amrine (HITT Contracting), Jeffrey Bowick (Cyxtera US), Vince Brockett (Cyxtera), Robert Brown (C ra),&k'�• C. �r . Veatch), Micah Cruz (Cyxtera US), Chris Faerber (Cyxtera - Controls Team), Steven Funk (Hood Patterson & Dewar), Mark Hamilton (Cyxtera), Philip Kocher (Cyxtera US), Joao Leite (HITT Contracting), Michael L. Miller (Black and Veatch), Rob Nash-Boulden (Black and Veatch), David Pollard (Cyxtera), Jason Rutherford (Cyxtera), Greg Ryerson (Cyxtera), Doug Sargent (HITT Contracting), Dana Sawin (Cyxtera), Nicolas Vivas (HITT Contracting) 77 Question from Nicolas Vivas (HITT Contracting) at 02:30 PM on 04/03/2019 There is a bypass around the backflow preventer on the domestic water to the mechanical room. The pipe provides makeup water to the cooling towers. This is an existing condition, but is not allowed per code. See attached picture for reference. Per the mechanical inspector, the bypass needs to be removed. This is the comment written by the mechanical inspector: "Need to address premise isolation at Tukwila water supply inside building. Water protection appears to have been By-passed around existing backflow system. Contact Public Works. The backflow preventer reduces pressure by about 10PSI. When the bypass is shut, there is not sufficient makeup water flow. There is a PRV outside of the building, downstream of the city's meter and on the building side, that feeds this piping. The PRV can be adjusted to allow more flow to the makeup water. Please confirm if the PRV should be adjusted to provide required flow and the bypass removed, or advise how to proceed. Attachments: Bypass valve.JPG Awaiting an Official Response BY Cyxtera liC U 1—OR •• *1 APPROVED APR 16 2019 City of Tukwila BUILDING DIVISION DATE Page of 1 libit ..010‘ REC:JVED CITY OF TUKWILA APR 04 2019 PERMIT CENTER I COPIES TO Printed On: 04/04/2019 12:02 PM RFI #69 ;44.1!1.011 � `:t��aai ,tk eir ' t�. i�,Iilt�t � �� &J i ] '!Marl �>i� : �3 3 ' '_ >a. ;al) 0• 2 1. So rule of thumb, 0.06 gpm / tower ton makeup. 2. At 1300 ton max, towers should need (including blowdown) 78 GPM. 3. Running 4ft/100ft or 10ft/sec max says that a 2" installed is just a little under sized (my standard selection criteria) about 4.5psi/100ft for pipe pressure drop on 2" pipe. 4. A Watts 909 RPBP in the 2" size shows 11psi drop at 80 gpm. 5. Assume 150 ft equivalent length to tower and 30 vertical feet of lift. 6. The water pressure at the RPBP should be at least (4.5"1.50)+11+30(0.434)=31psi. 7. Assume float valve pressure drop at 78/3 gpm each is Tess than 9psi, 8. 40psi at the backflow preventer should be adaquate, as long as all my assumptions above are accurate. My suggestion, close the by-pass and monitor make up flow rate. At a lower pressure the float valves will need to open a bit more to get the same flow. Attachments: BY Cyxtera REVISION DATE COPIES TO Page 2of2 1441gW0164 �e PEC J IEn CITY OF TUKWILA APR 04 2019 PERMIT CENTER Printed On: 04/04/2019 02:08 PM 0 f3ECEfED Y OF TUKWILA APR 04 2019 PERMIT CENTER MAYES TESTING ENGINEERS, INC. A 1I•Crr?ctaf1 COMPANY March 28, 2019 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attn.: Building Official Re: Cyxtera SE4 Data Center Anchors 6101 S 180th St Tukwila, WA Project No. M8191003 This is to inform you that registered special inspections have our reports, copies of which have been sent to you. Special inspection was provided for: • Proprietary Anchors 1. Epoxy Grouted Anchors • Structural Steel Erection 1. Welding FINAL LETTER Permit: M18-0106 Seedkpdce 20225cedarvaleyRoad Suit 110 Lyinnood, WA 98036 ph 4257429380 fa( 43.745.1737 Taooma017oe 10029S. Tacoma Way SiieE2 Taoorre, WA 91499 ph 253584.3720 fax 253.584.3707 Aafandottice 7911 PE 33rd Drive sue 190 PcdErd,OR97211 ph 533281.7515 fax503281.ibf been completCedO for this project as per EG�IEp �!FPt Vj�t: r; ' APt t APR 162., City of rukwil'{� To the best of our knowledge, all work inspected was either performe kia or ' corrected to conform to, the city approved drawings, or engineer approve c (J We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, Mayes Testing Engineers HI9 014 EVISION N30: f ECE?vED CITY OFTIJKWILA APR 0 4 2019 PERMIT CENTER DAILY INSPECTION REPORT Report Number: Service Date: Inspection Type: MAYES TESTING ENGINEERS Lynnwood, WA (425) 742-9360 Tacoma, WA (253) 584-3720 Portland, WA (503) 281-7515 Al !U con COMPANY Client Crx 7' rr Engineer: Architect: Contractor: NE L22r/0 Id Id,/la' Project Project Number: Permit Number: /Ui/7— O/ OK Weather: /:‘,9 fjc_fe COMMENTS %f/7 t-6 r2rrs/n Past 44j /ns oi/ 7 (oJ ii/./ /d /lis<< s� n,/f i-7 r0 2 �c /_5 � /trU i(4, / Cq el s . /0-9. P C01 /664 c 7 /r iT-// 2 /6 e4 t/<<gJeS io d s l,,,,,/-4 t.-79. v -,,T,-/ N; /f ii f - /0/ 2- g 84/c% 0 S21`% Z C t 2 et9 7 Z fl/ �', ✓ ' /1 3`r /c/. iA �'il �>cS lt/C/IP /1I S�q��Gf Id f�C� �/G 7 �JS� f� O �l c✓/ ,% z /i1,(/e 5- /./, G' /11-7A/€01 Gtic ass vele /h s//:// /- tA • /o�/.� I./of ��'r1602 P 1 vS/1 E 70/8 e kcfcv c1. 0/'17 � f J� ww /d s wP,rC X44 of cl/ 4-;k 2Lt - -. Lt /slot is : A6'/S %a h 1, /// ni 5 1i(52 WO _ I e,k + /O//z a/9. A,f-do/S tfi/h1 4/'c //;)—t7 /rnpcf.;th/ ;;..Pei 116/lc1 d r jj S {y pit-/fieqi--,0"iii- . . APPROVE) /i/0 ./Scre 4C /es �ov� . APR 16 201: ,,, . City of Tukwilp SUMMARY VISI? To the best of our knowledge, all items inspected as noted above were in general Conformance with the approved plans and specification. —S ❑ No ❑ Preliminary Observations ❑ Deficiency Corrected — Report No. Arrival: Departure: Travel Time: SAMPLES OBTAINED (NUMBER/SIZE/TYPE) TERRA N F ELD RErSENTATIVE REVIEWED BY 111"asCE U I i' THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT �u FINALIZED FORM SHALL BE ISSUED WITH PROJECT MANAGER SIGNATURE. N`'t" vai:1 �: This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consel +jioyr,cQn�rl (i4 +�i 1. M 7_1D IF 5-31-17 MIA - 0106 P6anRGlM t POST -INSTALLED ANCHORS REPORT Report Number: Service Date: Report Date: M8191003.0001 01/08/19 01/08/19 MAYES TESTING ENGINEERS .tle,«011 Co,,.,My 10029 S. Tacoma Way Ste E2 Tacoma, WA 98499-4686 253-573-9939 Client MacDonald -Miller Facility Solutions Inc Attn: Accounts Payable PO Box 47983 Seattle, WA 98146-7983 Project Cyxtera SE4 Data Center Anchors 6101 S 180th St Tukwila, WA Project No.: M8191003 Permit No.: M18-0106 Weather: Inside Samples: Inspectors: Tom Callea Start Time: Hours: Onsite to perform Post Installed Anchor and weld inspection of 2 ea. Seismic structural braces. Contractor installed 16 ea. threaded rods with epoxy in the flat position using Hilti HIT-HY 200R epoxy (batch 0820 26 L2, exp. 07/2019) with 31/z" embedment as specified in approved drawings. All thread rods are 5/8" X 6" per sheet detail 4 of work package. Welding was performed by Kristian Williams (WABO# W084470 exp. 10/1/2019) using SMAW E7018 electrode. Welds are 1/4" fillet welds as per detail sheet 5 of work package. Anchors and welds were installed/performed per approved drawings and MFG. specifications. No discrepancies found. Field report left onsite. To the best of our knowledge, the items inspected today are in conformance with approved plans and specifications. Services: Special Inspection/Materials Testing Mayes Testing Engineers Rep.: Thomas Callea Reported to: Contractor: Report Distribution: (1) City of Tukwila, Bill Centen (1) MacDonald -Miller Facility Solutions Inc, Dustin Schmidt (1) Mayes Testing Engineers, Inc, Dennis Sanbom REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2019 City of Tukwila 3UILDINC DIVISION (1) MacDonald -Miller Facility Solutions Inc, Ben Leventer (1) MacDonald -Miller Facility Solutions Inc, Jeff Smith Reviewed By: EV'SinN Noe RECEIVED CITY OF TUKWILA APR 04 2019 PERMIT CENTER Office Manager 1 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 1 of 1 HIR ,inc August 31, 2018 r City of Tukwila Department of Community Development AMMONE BEMBRY 7717 DETROIT AVE SW SEATTLE, WA 98106 RE: Correction Letter # 1 MECHANICAL Permit Application Number M18-0106 CYXTERA - 6101 S 180 ST Dear AMMONE BEMBRY, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development 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 following departments: BUILDING - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Plan set provided does not include the engineers signature. Provide plans where each sheet with the engineer's stamp, includes the engineers signature and date of signature. One set shall be wet signed the others may be copies. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 7 If you have any questions, I can be -...ached at (206)433-7165. Sincerely, J P. Rachelle Ripley�ri641/(11W� Permit Technician File No. M18-0106 • 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 c2PERM1T COOF D COPYC PLAN REVIEW/ROUTING SLIT' PERMIT NUMBER: M18-0106 PROJECT NAME: CYXTERA SITE ADDRESS: 6101 S 180 ST Original Plan Submittal Response to Correction Letter # DATE: 04/04/19 Revision # before Perm' : Issued X Revision # 1 after Permit ssued DEPARTMENTS: Building Division Ng Public Works Fire Prevention Structural n n Planning Divis on Permit Coordirtor PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 04/09/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 05/07/19 Approved with Conditions n Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0106 DATE: 09/19/18 PROJECT NAME: CYXTERA SITE ADDRESS: 6101 S 180TH ST Original Plan Submittal Revision # before Permit Issued _X_ Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: �S AtuCd''—SHB Building Division Public Works Fire Prevention Structural Planning Division n ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: Q9/20/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (le: Zoning Issues) Notation: 10/1818 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff Initials:___ 12/18/2013 `4ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0106 PROJECT NAME: CYXTERA DATE: 08/22/18 SITE ADDRESS: 6101 S 180 ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: N -J 001241 x'211`6 Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 08/23/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ri Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) DUE DATE: 09/20/18 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only (( CORRECTION LETTER MAILED: C6 (I) f1 Departments issued corrections: Bldg Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 r � PROJECT NAME: C SITE ADDRESS: (ft() 1 S (z0 S%!' PERMIT NO M t 1 - 0 10e, ORIGINAL ISSUE DATE: 1 0 —( 41-16 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS I II' 4--1q_ -t1'1i JS Summary of Revision: -04 trot Vur itij Ytc41 in d f awwLQ (GtiCv jot 4.1 'OA f Received by: 9 j4 CaA,Zd..- REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.ao\, REVISION SUBMITTAL RECEIVED CITY OF TULKWILA APR 042019 PERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: y/LjI1 k 3\ Plan Check/Permit Number: i tAt eyCap ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name:�(,�,enn� CAI 10 y- o\\ V- ProjectAddress:�(Q k �ikw; Contact Person: )tc? Phone Number: 200 • 1-t Ztoo Summary of Revision: Q) v 4 5S 1\,\ , 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 TRAKiT on W:\Permit Center \ Templates \Farms\Revision Submittal Form doc Revised: August 2015 Lam, i City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9/1i -1I8 Plan Check/Permit Number: M18-0106 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Cyxtera Project Address: 6101 S 180th St Contact Person: c. 601k Phone Number: 1A-731- 0830 Summary of Revision: (f. 6t/rxiV4, we 55v,A-oce6. RECEIVED CITY OF TUKWILI SEP 1 -7 2018 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision includin dat of visio Received at the City of Tukwila Permit Center by: Er Entered in TRAKiT on (it\ I� W:\Permit Center (Brenda)\Forms\Permit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 MACDONALD/MILLER FAC SOL?C Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of )Labor & Industries Page 1 of 3 Search L&I A -Z Index Help My Workplace Rights Trades & Licensing MACDONALD/MILLER FAC SOL INC Owner or tradesperson Principals SIMONDS, DERRICK R, PRESIDENT WEBSTER, MARK E, VICE PRESIDENT GEBHARDT, STEPHANIE WETTACH, TREASURER NOEL, STEPHANIE W, MEMBER SIGMUND, FREDRIC, PRESIDENT (End: 01/04/2011) LOVELY, STEVE C, VICE PRESIDENT (End: 01/04/2011) HACK, RICHARD, SECRETARY (End: 01/04/2011) KOPET, TYLER, TREASURER (End: 01/04/2011) TURLEY, DOUGLAS, CHIEF EXECUTIVE OFFICER (End: 01/04/2011) TURLEY, DOUGLAS, CHIEF OPERATING OFFICER (End: 01/04/2011) GOUGH, DAVID ANTHONY, DIRECTOR (End: 08/29/2014) Doing business as MACDONALD/MILLER FAC SOL INC WA UBI No. 602 254 260 PO BOX 47983 SEATTLE, WA 98106 206-768-4180 KING County Business type Corporation Governing persons FREDRIC J SIGMUND STEVE C LOVELY; TYLER C KOPET; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. MACDOFS980RU Effective — expiration Active. Meets current requirements. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602254260&LIC=MACDOFS980RU&SAW= 10/19/2018 MACDONALD/MILLER FAC SOL INC 12/3112002— 01/04/2019 Bond LIBERTY MUTUAL INS CO Bond account no. 023006951 $12,000.00 Received by L&I Effective date 12/31/2002 12/11/2002 Expiration date Until Canceled Insurance Phoenix Insurance Company, The $1,000,000.00 Policy no. DT-CO-3K790954-PHX-1 Received by L&I Effective date 01/02/2018 12/31/2017 Expiration date 12/31/2018 Liberty Mutual Ins Co Policy no. TB7-661-066178-033 $2,000,000.00 Received by L&I Effective date 11/20/2017 12/31/2013 Expiration date 12/31/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year penod. L&I Tax debts No L&l tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts ........ ........ L&I Account ID 706,276-00 Doing business as MACDONALD MILLER FACILITY Estimated workers reported N/A L&I account contact (360)902-4817 Track this contractor 0 Self Insured. This business is certified to cover its own workers' comp costs. No premiums due. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602254260&LIC=MACDOFS980RU&SAW= 10/19/2018