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Plans (82) &. pao) 8 . 00 aha OFFICE RECEIVED ‘ .r 3SLv '1/4-(A-k\-\ e CCI RGANAPR - 2 2039 Submittal mac: CITY OF Transmittal Corgan 120 East Greenway Plaza Suite 410 Houston TX 77046VniteddlS a s�.'�,. iJ PROJECT: McK_OR-Tigard CC Tenant DATE SENT: 2/7/2019 Improvements 18055.0000 SUBJECT: 054500-01.1 Slotted Steel Channel SUBMITTAL ID: 054500-01.1 Framing System - PD Resubmittal TYPE: Submittal TRANSMITTAL ID: 00564 PURPOSE: No Exceptions Taken VIA: Info Exchange SPEC SECTION; °.,./VISION 054000 FROM NAME COMPAN\ EMAIL PHONE Camila Narvaez Corgan Camila.Narvaez@corgan g com 346-201-6206 TH NArIF i 011PANr t_h9/H 1. PrlONF Turner Eric Mishler Construction emishler@tcco.corn 503-226-9825 Company Turner Bruce Reid Construction breid@tcco.com Company REMARKS: VLMK RESPONSE: of Tigard NO EXCEPTIONS TAKEN. Approved PlansSee attached submittal. By City Cate �4 CONTENTS QUANTITY: 1 DATED: 2/5/2019 NUMBER: DESCRIPT ;° 054500-01.1 Slotted Steel Channel Framing System - PD Resubmittal.pdf ACTION: REMARKS: COPIES: Page 1 of 2 Submittal Transmittal DATE: 2/7/2019 ID: 00564 Dennis Escobar (Corgan) Page 2 of 2 CORGANSubmittal Transmittal Corgan 120 East Greenway Plaza Suite 410 Houston TX 77046 United States PROJECT: McK_OR-Tigard CC Tenant DATE SENT: 2/6/2019 Improvements 18055.0000 RETURN BY: 2/19/2019 SUBJECT: 054500-01.1 Slotted Steel Channel SUBMITTAL ID: 054500-01.1 Framing System - PD Resubmittal TYPE: Submittal TRANSMITTAL ID: 00548 PURPOSE: For Review VIA: Info Exchange SPEC SECTION: 05 40 00 FROM • NAME COMPANY EMAIL. PHONE Camila Narvaez Corgan Cam mlila.Narvaez@corgan 346-201-6206 TO NAME COMPANY EMAIL Trent Nagele VLMK Engineering trent@vlmk.com (503) 222-4453 + Design Paxton Rothwell VLMK Engineering paxtonr@vlmk.com + Design Greg Scherer VLMK Engineering gregs@vlmk.com (503) 222-4453 + Design Brian Dubai VLMK Engineering briand@vlmk.com (503) 222-4453 + Design );f MARKS Submittal 054500 Unistrut Product Data was returned Revise& Resubmit because deferred submittal was not included. This Resubmittal includes required Deferred Submittal. Please confirm approval of 054500-01 Product Data and 054500-01.1 Deferred Design submittal. DESCRIPTION OF CONTENTS QTY DATED TITLE fd t;t.3€ 4t No SES 1 2/5/2019 054500-01.1 Slotted Steel Channel Framing System - PD Resubmittal.pdf COPIES: Dennis Escobar (Corgan) Page 1 of 2 Submittal Transmittal DATE: 2/6/2019 ID: 00548 Page 2 of 2 TurnerSubmittal #05 45 00-1 .1 05 45 00 - Metal Support Assemblies TCCo Portland Project: 181019-Compass Oncology-Westside Cancer Center 1155 SW Morrison St.,Suite 600 12123 SW 69th Ave Portland,Oregon 97205 Portland,Oregon 97223 Phone:(503)226-9825 054500-01.1 Slotted Steel Channel Framing System - PD Resubmittal SPEC SECTION: 05 45 00-Metal Support Assemblies SUBMITTAL MANAGER: Eric Mishler(Turner-Portland) STATUS: Open DATE CREATED: 02/5/2019 ISSUE DATE: 02/5/2019 REVISION: 1 RESPONSIBLE Fred Shearer&Sons RECEIVED FROM: Jeff Goemmel CONTRACTOR: RECEIVED DATE: 02/5/2019 SUBMIT BY: 02/5/2019 FINAL DUE DATE: 02/19/2019 LOCATION: 1st Floor SUB JOB: COST CODE: APPROVERS: Camila Narvaez(Corgan Architects) BALL IN COURT: Camila Narvaez(Corgan Architects) DISTRIBUTION: Jeff Goemmel (Fred Shearer&Sons),Jonathan Markum (Turner Logistics),Ryan Haggerty (American Heating),Steve McCourtney (Delta Fire),Sheree Johnson (American Heating),Toby Bates (Convergint Technologies),Eric Montoya (American Heating),Abdias Calixte (Complete Fusion Welding),John Uhl (Capitol Electric),Chris StMarie (Fred Shearer&Sons),Came Trant (Salem Wood Products) ,Sean Dyer (American Heating),Greg Willis (Fred Shearer&Sons),Tyson Raber (American Heating),John Tuttle (American Heating) ,Scott Unholz (Capitol Electric),Ron Cornwall (Complete Fusion Welding),Bob Casto (Cold Shot Chillers) DESCRIPTION: Submittal 054500 Unistrut Product Data was returned Revise&Resubmit because deferred submittal was not included.This Resubmittal includes required Deferred Submittal. Please confirm approval of 054500-01 Product Data and 054500-01.1 Deferred Design submittal. ATTACHMENTS: SUBMITTAL WORKFLOW NAME SUBMITTER/ SENT DATE DUE DATE RETURNED RESPONSE ATTACHMENTS COMMENTS APPROVER DATE Camila Narvaez Approver 2/19/2019 Pending BY DATE COPIES TO TCCo Portland Page 1 of 1 Printed On:02/05/2019 02:43 PM COMPASS ONCOLOGY - TENANT IMPROVEMENT UNISTRUT FRAME 12123 SW 69th Ave.,Bldg.A Tigard, OR STRUCTURAL CALCULATIONS Turner Reviewed by: Eric Mishler Date; 02/05/2019 Reviewed by Turner for General compliance with the VLMK Project Number:20180259.10 contract documents only. This review does not relieve the subcontractor of the responsibility for making the work confrom to the requirements of the contract.The subcontractor is responsible for all dimensions,correct fabrication and accurate fit with the work of other trades. Submittal Number: 054500-01.1 Turner Construction Company 1155 SW Morrison St.,#600 Portland,OR 97205 X REVIEWED REVISE AND RESUBMIT _REJECTED _MAKE CORRECTIONS NOTED Vendor is entirely responsible for performance of his R U C T U R product(s). Corrections or comments made on the ( q shop drawings during this review do not relieve PRort. contractor from compliance with requirements of the < �D C-C& cS, 2/5/19 drawings and specifications. This check is only for N5 �G I N e - /0 review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The �� 6 55 mr contractor is responsible for:confirming and correlating all quantities and dimensions;selecting / fabrication processes and techniques of construction; 1111M1.Et coordinating work with that of all other trades;and performing O performing work in a safe and satisfactory manner. 01.1 13 44/ VLMK ENGINEERING+DESIGN ,11) VLMK C. N PG�� (503)222-4453 Date: 2/6/19 _ By:._tcn____ EXPIRES: 12/31/2020 Prepared By: Paxton Rothwell,EIT V L P11 K February 5,2019 ENGINEERING + DESIGN Structural Calculations:Compass Oncology•Tenant Improvement DC-1 Project: Compass Oncology-Tenant Project Number: 20180259.10 Improvement Project Address: 12123 SW 69th Ave., Bldg. A Document: Structural Calculations for Tigard, OR Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Structural Details S-1 thru S-6 Structural Calculations C-1 thru C-3 DESCRIPTION OF PROJECT This 'Compass Oncology-Tenant Improvement: Unistrut Frame' project consists of providing structural details and their associated calculations for the addition of the below items at the site located at 12123 SW 69th Ave., Bldg. A, Tigard, OR. • (1) Unistrut frame to support the CT room Laser and Injection Arm • (1) Unistrut frame to support the LINAC room Laser and • (3) Unistrut frames to support procedure room lights Turner Reviewed by; Eric Mishler Date: 02/05/2019 Reviewed by Turner for General compliance with the contract documents only.This review does not relieve the subcontractor of the responsibility for making the work confrom to the requirements of the contract The subcontractor is responsible for all dimensions,correct fabrication and accurate fit with the work of other trades. Submittal Number. 054500-01.1 ***LIMITATIONS*** VLMK Engineering + Design was retained in a limited capacity for this project. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that shown in this Structural Calculation Package. G\ACAD2018'20180259\Calculations\StructuroN4 Unistrut Calc Packoge\20180259.10 DC-Unistrut Calc Package.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:501222.4453 fax:503.248.9263 www.vlmk.com Structural Calculations:Compass Oncology-Tenant Improvement DC 2 CODES 2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code) DESIGN LOADS Dead Loads Unistrut Framing P1000T Unistrut 1.9 plf P1001T Unistrut 3.8 plf Additional Loads Suspended Laser 66 lbs. Suspended Control Arm 1 10 lbs. Suspended Procedure Light 120 lbs. Wind — (N/A, Interior Location Only) Seismic Location Latitude 45.494448 Longitude -122.675257 Seismic Importance Factor, le 1.0 Risk Category II Mapped Spectral Response Accelerations Ss = 0.980 S1 = 0.423 Site Class D (Assumed) Spectral Response Coefficients Sds = 0.724 Shc = 0.445 Seismic Design Category D Component Anchorage Factors ap Rp 1p S2o Laboratory Equipment 1.0 2.5 1.0 2.5 Lighting Fixtures 1.0 1.5 1.5 2.5 GNACAD2018\20180259\Calculations\Structural\04 Unistrut Calc Package\20180259.10 DC-Unistrut Calc Package.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com CT ISOCENTER NOTES: x zw 1)USE UNISTRUT ¢ _ PLATE FITTINGS ASH REQUIRED INalgr 3" TYP gl } I 2)MIRROR BRACE ON - - OPPOSITE SIDE OF ^� PI UNISTRUT FRAME v 71- ,iii 3)SEE TI DRAWINGS €' 1_ FOR FRAME LOCATION 1 �� IN CT ROOM 0 w ' ...-- - 1 411)I —a €1 -- ie I Cr W i I €1 / . I I 1/2"DIA ALL THREAD ROD ���"j`'� �, 17-...,--- / '/' �� (A.T.R.)PER PLAN, PROVIDE I- _ '' UNISTRUT'P1000T'STIFFENER WITH P2485K CRADLE CLIP mil ASSEMBLY AT(3)LOCATIONS AS SHOWN, TYPICAL UNISTRUT'P1047',TYPICAL UNISTRUT'P1000T',TYPICAL UNISTRUT BRACE WITH 'P1843'ADJUSTABLE HINGE EACH END 0 CT ROOM UNISTRUT FRAME SECTION SCALE: 1" = 1'-0" REF TI DRAWINGS DETAIL (4/SO4-04) VV COMPASS TI - UNISTRUT 20180259 1/2019 PROJ . DATE 12123 SW 69TH AVE,BLDG.A PMR TCN LMK TIGARD,OREGONDa"" °E"'°ENGINEERING + DESIGN UNISTRUT DETAIL S-1SW Key Avenue Portland,Oregon 97239 I tel:503222A453 I fax:5032489263 I viwv.vtnkmm C- i z 3"tI2 -v---v 3LAP LASER MOUNTING UNISTRUT • ,I • TTHREADED ROD MOUNTING 'I LOCATION, TYPICAL • I 0 I t I ISOCENTER OF CT 1 1 1 1 MACHINE(BELOW) I I I I II II b II II I I I 1 UNISTRUT'P1036',TYPICAL (V I I I I / I I I I .r(/ I I I I -- r I I L I I !J 0 I. O O io I ; I I INJECTOR ARM b 1 I I II ;1 MOUNTING PLATE ' T 1 ' ' I AND UNISTRUT 1 1 I I 1 1 I 1__l 1 I I I 2 L a _„,_ EI I I O c) Io a 11 11 I1 11 ' II II 1 TYP I I I I I I I I 11 II 1 1 I I NOTE: I1 I1 I © " " © ISEE DETAIL TYP FOR MORE II I I I I 6-4// INFORMATION 1 1 .11 \ u 1'-7 5/8" II CENTER LINE OF STEEL BRIDGE(ABOVE) 0 CT ROOM UNISTRUT FRAME PLAN VIEW SCALE: 1" = 1'-0" REF TI DRAWINGS DETAIL (5/SO4-04) M COMPASS TI - UNISTRUT 20180259 1/2019 12123 SW 69TH AVE,BLDG.A PMR TCN IFV L MK TIGARD,OREGONPRAWN "�`ENGINEERING + DESIGN UNISTRUT DETAIL S-2 SW KeN Avenue Portland,Oregon 97239 I te1:5032224453 I x:5032489263 I www.vImkmm „EE,,,o 0 CV ♦` \ S. 4 UNISTRUT BRACE,TYPICAL M ��� STEEL BRIDGE AND `. ANGLES UNISTRUT FRAME PER PLAN i r i i i i rI OANGLE BRACE PLAN A 0 I■1 -'` g�� 1.4 CT ISOCENTER THREADED ROD PER DETAIL UNISTRUT BRACE WITH 'P1843'ADJUSTABLE HINGE NOTES: EACH END 1)SEE DETAIL(1/S-1) FOR MORE INFORMATION 3" MIN j.6" NP� 2)SEE"A"FOR BRACE \ LAYOUT. RUN BRACES TO THREADED ROD i CONNECTIONS AT Ste* ANGLES, LAP ANGLE BRACKETS AS 1'-2"x 1'-2"x 3/8"THICK MOUNTING NECESSARY PLATE WITH (4) 1/2"DIA BOLTS INJECTOR ARM, BY OTHERS LASER MOUNTING BY OTHERS 40 CT ROOM UNISTRUT FRAME DETAIL SCALE: 1" = 1'-0" REF TI DRAWINGS DETAIL (6/SO4-04) COMPASS TI - UNISTRUT 20180259 1/2019 MOJA°. DATE 12123 SW 69TH AVE,BLDG.A PMR TCN L M K GARD,OREGONENGINEERING + DESIGN UNISTRUT DETAIL S3 YV 3 SW Key Avenue Portk+nd,Oregon 97239 I te1:503222.4453 I fax:503246.9263 I www.vlmkmm s,EE,„° NOTES: 1 1/2" T(P 1)SEE DETAILS - �■I FOR MORE INFORMATION 2)MIRROR BRACE ° UNISTRUT'P1843' AT OPPOSITE SIDE � ADJUSTABLE HINGE,TYPICAL OF UNISTRUT FRAME O ` UNISTRUT'P1000T'BRACE 1L' as, 3" MIN,TYP LASER MOUNTING BY OTHERS C.)S-4 CT ROOM UNISTRUT FRAME DETAIL SCALE: 1" = V-0" REF TI DRAWINGS DETAIL (7/SO4-04) COMPASS TI - UNISTRUT 20180259 1/2019 RATE 12123 SW 69TH AVE,BLDG.A PMR TCN VL M I(ENGINEERING TIGARD,OREGON+ DESIGN UNISTRUT DETAIL S-4 3933 SW Key Avenue Portland,Oregon 97239 I fe1:5032224453 I fax:5032489263 I vi"w.vknkmm s�Er,o 0 rrn RPtip 74 riit 771 r1P Inn 41 AlAi B.O.VAULT ROOF o oo yo ov ro ii ar 0wi --, +1 1'-6" T ireY riniv A'•::-:,,‘•:<\„, ATTACH ADJUSTABLE BRACE UNISTRUT LE 15' ADJUSTABLE BRACEFITTING TO VAULT CEILING WITH FITTING,TYPICAL (2)1/2"DIA x 2 1/2"EMBED EXPANSION ANCHORS,TYPICAL IP/ �`' = UNISTRUT ADJUSTABLE UNISTRUT'P1000T',TYPICAL op CROSS BRACE BEYOND UNISTRUT'P1026',TYPICAL leiIF BRACE FITTING,TYPICAL i 0 ICI A L A L CI CI Alki SUSPENDED CEILING PER ARCH _ T OVERHEAD LASER MOUNTING I 6" PLATE BY OTHERS 4'-0 / A NOTES: 1. 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P1843 ADJUSTABLE HINGE WITH LOCKNUT, TYPICAL NOTE: 3/8"DIA A.T.R.WITH �_ �� 1/2"DIA ALL THREAD ROD(A.T.R.)AT AT SIMILAR CONDITION BRACE 'P1063'WASHER CONNECTS TO ADJACENT JOIST, AND NUT AT EACH � EACH ANCHOR POINT ON MOUNT, SEE �i-•1 END,TYPICAL \& / PROVIDE UNISTRUT'P1000T STIFFENER U WITH P2485K CRADLE CLIP ASSEMBLY FIXTURE MOUNT, AT 9"O.C.MAX,TYPICAL(4)LOCATIONS BY OTHERS UNISTRUT P10001-BRACE,SEE AO FOR BRACE LOCATIONS,(2) BRACES TOTAL UNISTRUT'P1001'TO SPAN BETWEEN JOISTS AT EACH BRACE,CONNECT TO JOISTS WITH 3/8"DIA A.T.R. 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Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Transmittal l L tta etter T G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tiga .-or.gov TO: /Ow. /OG in S-j- DATE ECEIVED: DEPT: BUILDING DIVISION FROM: P1Llefr-- APR ® 22019 ^'r C�.1✓' �j v —�—i a v� C!�s' CSE� i =,�� COMPANY: u v o-c±r C BUILDING DIVM1S'ON PHONE: „S O 3 q--2-3 2 / BY• RE: f 2 l 2- 3 51& 47- `4'"vz_ VP2p) - 0026 (Site Address) (Permit Number) C, O.S,S 0 ct, (Project nam or subdivision name and lot turns. ) ATTACHED ARE THE FOLLO4 ( ' E► S. Copies: Description: Copies: Description: Additional set(s) of plans. ` Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. J Engineer's calculations. Other(explain): REMARKS: ;.,5/d1"C.i A .e.e_,( CkaPtti e/ r .j i -k ice.kic,41e.d Cks- De &L t -it1, / c--t>S-f-- O k- rv •"- /2, ©c) 0 FOR OFFICE USE ONLY Routed to Permit Technician: Date: 9- -- 9 Initials: Fees Due: 1I1 Yes FA No Fee Description: Amount Du : $ •D. 1 y $ $ $ Special Instructions: Reprint Permit (per PE): ❑ Yes J P':No ❑ Done Applicant Notified: Date: Initials: I:\Building\Forms\TransmittalLetter-Revisions 061316.doc