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Home My WebLink AboutPermit Building 2019-05-20SPRINGFAvwo sl .OREGON Web Address: www.springfield-or.gov Building Permit Commercial Structural Permit Number: 811-19-000924-STR IVR Number: 811051612627 Permit Issued: May 20, 2019 TYPE OF WORK Category of Construction: Commercial Submitted Job Value: $25,000.00 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address: permitcenter@springfield-or.gov Type of Work: Alteration Description of Work: Wireless facility upgrade 308 SITE INFORMATION Worksite Address Parcel Owner: GOPURA LLC 919 KRUSE WAY 1703222007000 Address: 840 BELTLINE RD STE 202 Springfield, OR 97477 SPRINGFIELD, OR 97477 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone OWNER - Primary CCB 000000 Inspection PENDING INSPECTIONS Inspection Group Inspection Status 1999 Final Building Struct Com Pending SCHEDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811051612627 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/ Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 5/20/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD Permit Number: 811-19-000924-STR PERMIT FEES Fee Description Technology Fee Plan Review - Minor, City Structural building permit fee Structural plan review fee State of Oregon Surcharge - Bldg (12% of applicable fees) Page 2 of 2 Quantity Fee Amount $39.15 1 $137.00 $391.56 $254.51 $46.99 Total Fees: $869.21 Printed on: 5/20/19 Page 2 of 2 C:\myReports/reports//production/OS STANDARD . U / k § § \ 0 } ) 2 " . { ƒ , c o c 'o ; _ _ . « 2 / / \ j E �, - N --I / & 7 a 7 , IM >R # R q A 2 Z 8 m a CD nn S� < \ \ \ § / \ q 2/ 5 2 w \ w \Gr \ 3 > j} ° ' k w �7 em 0 ( pE ®a L gE A� G £ &- ' 2 E ca < £ e Co \ «a /B 2 \\ ƒ ƒj % 4 m m D ko / m § (a $ { ( C /LD. g " C _ 6 = ® § 2 0 M .T 2 E w # ;a » �§ S w 2 QCD § § § k \ E S § 8 -1h. § \ k 2 S S 8 ; 8 « 5 # > j \ W \ f _ (D 22 / / 0) to -0 G 8 § k £ ] ] g 2.\ \ > > D o § 2 3 (D ■ §§E .. . .. K % u)] f p �i\Ln CL M- \` / , /\ - 69 e 4A E§2}ƒ W 9 / f $ e 2 §° :3 co $ CO 8 2 k <\\\ k 2 k 7 Structural Permit Application SPRINGFIELD DEPARTMENT USE ONLY CITY OF SPRJNGFIE LD.OREGON Permit no.: 17-UODq a 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 OREGON Date:L{ pZ� C( This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. LOCAL GOVERNMENT APPROVAL This project has final land -use approval. Signature: Date: This project has DEQ approval. Signature: Date: Zoning approval verified: ❑ Yes ❑ No Property is within flood plain: ❑ Yes ❑ No CATEGORY OF CONSTRUCTION ❑ Residential 10 Government 20 Commercial JOB SITE INFORMATION AND LOCATION Job site address: 919 Kruse Way City: S rin field State: OR ZIP: 97477 Subdivision: I Lot no.: Reference: 170322022 Taxlot: 7000 PROPERTY OWNER Name: Gopura, LLC - Richard Boyles Address: 840 Seltline Road Suite 202 City: Springfield State: OR ZIP, 97477 Phone: (541)284-0613 Fax: - - E-mail: RBoyies@nxiete4tels.com Building Own or O. a 's ag uthorizing this application: Sign here ❑ This insta a ton is being made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Business name: J 4 -� Address: Z.1 0 Ux�. City: x cru ex State. Q_ ZI O Phone ll .< " Fax: - - E-mail: ►� CCB license no.: Print name: ►1 Signature: U-1 SUB -CONTRACTOR INFORMATION Name CCB License 4 Phone Number Electrical Occupancy R-3 Plumbing Construction type: V B Mechanical Cost per square foot: NA Last edited 5-5-2017 BJones FEE SCHEDULE 1. Valuation information (a) Job description: Wireless facility upgrade Occupancy R-3 Construction type: V B Square feet: 500 sq lease area on root Cost per square foot: NA Other information: NA Type of Heat: NA Energy Path: NA ❑ new ®alteration ❑ addition (b) Foundation -only permit? ❑ Yes ❑ No Total valuation: $ 25,000 2. Building fees (a) Permit fee (use valuation table): $ (b) Investigative fee (equal to [2a]): $ (c) Reinspection ($ per hour): (number of hours x fee per hour) $ (d) Enter 12% surcharge (.12 x [2a+2b+2c]): $ (e) Subtotal of fees above (2a through 2d): $ 3. Plan review fees (a) Plan review (65% x permit fee [2a]): $ S (b) Fire and life safety (65% x permit fee [2a]): $ (c) Subtotal of fees above (3a and 3b): $ 4. Miscellaneous fees (a) Seismic fee, 1% (.01 x permit fee [2a]): $ (b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $ (c) Continuing Education Fee $2.50 $2.50 TOTAL fees and surcharges (2e+3c+4a+b+c+d): $9jtft. Notes: Contact for BP is Dan Dutton, Velocitel, 503-756-3888 DDutton@Velocitel. com GC will be determined by AT&T prior to the issuance of the permit. Dan Dutton From: CARPENTER Christopher <ccarpenter@springfield-or.gov> Sent: Wednesday, March 13, 2019 2:51 PM To: Camille Cope Subject: RE: 2656 Olympic St (EG02) - Cell Site Upgrade - BP requirements The fees will total $725.36, including the $254.51 plan review fee at submittal. Best regards, CHRIS CARPENTER, PLANS EXAMINER SPRINGFIELD DEVELOPMENT AND PUBLIC WORKS DEPARTMENT 225 FIFTH STREET, SPRINGFIELD, OREGON 97477 (541) 744.41 53 (541) 726.3676 FAx CCARPENTER@SPRINGFIELD-OR. GOV SPRINGFIELD WEBPAGE ]PRINGHELD `please consider the environment before printing OREGON _d PUBLIC RECORDS LAW DISCLOSURE: Emails are generally public records and therefore subject to public disclosure unless exempt from disclosure under Oregon Public Records Law. Emails can be sent inadvertently to unintended recipients and contain confidential or privileged information. If you are not the intended recipient (or authorized to receive for the recipient), please advise by return email and delete immediately without reading or forwarding to others. Thank you. From: Camille Cope [mailto:ccope@velocitel.com] Sent: Wednesday, March 13, 2019 2:43 PM To: CARPENTER Christopher Subject: RE: 2656 Olympic St (EG02) - Cell Site Upgrade - BP requirements Okay, thanks! This project is valued at $25,000. Is there a submittal fee that I should include with my application/plans? Camille Cope Site Acquisition Specialist Velocitel 4004 Kruse Way Place, Suite 220 Lake Oswego, OR 97035 Mobile: (503) 858-9296 ccope@velocitel.com www.velocitel.com Structural Analysis Report AT&T — LTE 6C / SG NR March 26, 2019 Site Name GAME FARM ROAD Site Number EU44 FA # 10127746 PTN # 3898AOJGRR/ 3898AOJHAK/ 3898AOJH2O Pace # MRWOR036274/ MRWOR036226/ MRWOR036048 Client Velocitel Proposed Carrier AT&T Site Location 919 KRUSE WAY SPRINGFIELD, OR 97477 44.08218060° N NAD83 123.03761940 W NAD83 Structure Type Rooftop Structural Usage Ratio 85.2% Overall Result Pass Notes -- Upon reviewing the results of this analysis, it is our opinion that the antenna supporting structure does meet the specified IBC/ASCE/TIA code and minimum design requirements. The existing structure is therefore deemed adequate to support the existing and proposed loading as listed in this report. Rip PRO .S. , ti 389 PE ;�. OREGON J EXPIRES: 12/31/20 'C. c, www.coreoneconsulting.corn March 26, 2019 12 Summary of Contents Introduction Opening Statement Project Description Criteria Conclusion Calculations Appendix A Design Tables & Resources Used Assumptions and Limitations Our structural calculations are completed assuming all information provided to CORE ONE CONSULTING USA is accurate and applicable to this site. For the purposes of calculations, we assume an overall structure condition of "like new" and all members and connections to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure's condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report CORE ONE CONSULTING USA should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard TIA, AISC, ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. CORE ONE CONSULTING USA is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. This report is an evaluation of the rooftop mounted equipment and/or antenna supporting structures to be proposed or modified as shown in the referenced construction drawings. Applicable building element adequacy to support these structures is also evaluated when the applied forces increase significantly based on engineering judgment. Core One Consulting USA C O R E N E Phone: (778) 805-2166 J� u s A www.coreoneconsulting.com r March 26, 2019 13 INTRODUCTION At the request of AT&T, CORE ONE CONSULTING USA has performed a structural analysis on the existing antenna mount supporting structure. All supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site. The mount was analyzed using Risa3D version 17.0.2. Supporting Documentation RFDS AT&T RFDS ID:1876288 vz 1.00, dated 10/11/18 Previous Analysis Cornerstone Engineering site# EU44, dated 03/24/17 Previous Analysis FDH Velocitel site# EU44, dated 02/03/17 Construction Drawings FDH Velocitel site# EU44, dated 07/27/17 Analysis Code Requirements Wind Speed 93 mph (3 -Second Gust, Vasd), 120 mph (3 -Second Gust, Vult) Wind Speed w/ ice 30 mph (3 -Second Gust) w/ 0.5" Ice TIA Revision ANSI/TIA-222-G / ASCE 7-10 Adopted IBC 2015 IBC Structure Class II Exposure Category C Topographic Category 1 _ Calculated Crest Height 0 Site Class D- Stiff Soil Spectral Response Ss=0.757 g, S1=0.396 g CONCLUSION Upon reviewing the results of this analysis, it is our opinion that the antenna supporting structure does meet the specified IBC/ASCE/TIA code and minimum design requirements. The existing structure is therefore deemed adequate to support the existing and proposed loading as listed in this report. Note: Ballast frames are being supported by 8" think bearing wall. Contractor to verify location. Fathullah Zamani Structural Engineering Lead I Core One Consulting USA 2875 W Ray Road, Suite 6, Chandler, AZ 85224 (0) 1+(855) 708-2195 1 (M) (518) 892-0471 fathullah.zamani@?coreoneconsultants.com I info2coreoneconsulting.com C 0 R E 0 N E Core One Consulting USA Phone: (778) 805-2166 www.coreoneconsulting.com March 26, 2019 Pag(, 14 Existing and Reserved Loading Configuration Mount CL (ft) Rad. HT (ft) Vert. Oft) Qty. Appurtenance Mount Type Coax Carrier 72.8 72.8 0.0 3 Kathrein 80010865 FRP Shroud (12) 7/8" (4) RET (15) Fiber (8) Power AT&T 3 ALU 3JR52702AAAA 3 KMW EPBQ-654L8H6-B 6 Powerwave LGP 21401 3 Alcatel Lucent 2x40W-07L 3 Alcatel Lucent RRH2x60-850 3 Alcatel Lucent RRH4x25-WC5-4R 3 Alcatel Lucent B66A-RRH4x45 2 Raycap DC6-48-60-0-1B-01 2 Raycap DC2-48-60-0-9E Equipment to be removed Mount CL (ft) Rad. HT (ft) Vert. O/S (ft) Qty. Appurtenance Mount Type Coax Carrier Carrier 3 ALU 3JR52702AAAA 3 Kathrein 80010991 3 KMW EPBQ-654L8H6-B 3 Kathrein 80010965 6 Powerwave LGP 21401 72.8 72.8 0.0 FRP Shroud AT&T 3 Alcatel Lucent 2x40W-07L 3 Alcatel Lucent RRH2x60-850 3 Alcatel Lucent B66A-RRH4x45 Proposed Loading Configuration Mount CL (ft) Rad. HT (ft) Vert. eft) Qty. Appurtenance Mount Type Coax Carrier 3 Kathrein 80010991 3 Kathrein 80010965 3 Nokia Airscale 812/814 band RRH 4T4R 72.8 72.8 0.0 -- -- AT&T 3 Nokia Airscale Dual RRH 4T4R B25/66 3 Nokia Airscale RRH 4T4R B5 160 W AHCA '70-0"' COREONE �i LJ S A Core One Consulting USA Phone: (778) 805-2166 www.coreoneconsulting.com March 26, 2019 }pug 15 Final Loading Configuration Mount CL (ft) Rad. HT (ft) Vert. CIS (ft) Qty. Appurtenance Mount Type Coax Carrier Sliding (lbs) 1905.1 1395.5 3 Kathrein 80010865 3 Kathrein 80010991 3 Kathrein 80010965 72.8 72.8 0.0 FRP Shroud (12) 7/8" (4) RET (15) Fiber (8) Power AT&T 3 Nokia Airscale 812/814 band RRH 4T4R 3 Nokia Airscale Dual RRH 4T4R B25/66 3 Alcatel Lucent RRH4x25-WCS-4R 3 Nokia Airscale RRH 4T4R B5 160 W AHCA 2 Raycap DC6-48-60-0-16-01 2 Raycap DC2-48-60-0-9E Structure Usages Summary Roof Adequate Pass RATING = Adequate Pass Note: Ballast frames are being supported by 8" think bearing wall Ballast Reactions Reaction Data Design Reactions Analysis Reactions Result Overturning (lb) 10,689.4 8285.9 77.5% Sliding (lbs) 1905.1 1395.5 73.3% Core One Consulting USA Phone: (778) 805-2166 www.coreoneconsulting.com Site Name EU44 Client Velocitel Carrier AT&T Date 3/26/2019 Wind Loading Inputs: Design Wind Velocity: 120 ultimate 3 -second gust Exposure Category: C Adopted Building Code: ASCE 7-10 Antenna Load Standard: ASCE 7-10 Wind Centerline (ft): 72.80 ft q2= 37.01 Ice Wind 30 Cf= 2.00 Ice Thickness 0.5 Gh= 0.85 Fst_Ice(psf) 5.31 Fst(psf)= 62.92 Fp= 0.29 Wind Force Seismic Force Appurtenance Name Total Quantity Weight(lbs) F -Norm (Ibs) F -Perp (lbs) F -Norm (Ibs) F -Perp (lbs) 'KATHREIN 80010865 3 66.1 0.0 0.0 19.2 19.2 '.KATHREIN 80010991 3 100.9 0.0 0.0 29.3 29.3 -KATHRFIN 80010965 3 97.6 0.0 0.0 28.3 28.3 Airscale Dual 4T4R 825/66_ 3 86.0 0.0 0.0 24.9 24.9 Airscale Dual 4T4R 812/14_ 3 101.4 0.0 0.0 29.4 29.4 'Airscale Dual RRH 4T4R 85 160 W AHCA 3 36.9 0.0 0.0 10.7 10.7 -ALCATEL LUCENT RRH4X25-WCS-4R 3 91.0 0.0 0.0 26.4 26.4 RAYCAP DC6-48-60-0-18-01 2 38.0 0.0 0.0 11.0 11.0 RAYCAP DC2-48-60-0-9E 2 16.0 34.4 20.9 4.6 4.6 March 26, 2019 Seismic Loads Latitude and longitude were determined from existing as-builts, AT&T records, and confirmed using GoogleEarth. Design spectral acceleration parameters were optained using NSHMP Hazard, a program by USGS for determining seismic values within the continental US. Input data and program output are provided at the end of this report. Latitude: 44.082181 ° Longitude: -123.03762 ° SS = 0.757 g Site Class: D Fa= 1.20 Occupancy Category: II SMS = 0.906 Importance Factor, I: 1.00 SDS = 0.604 Seismic Design Catagory: D S1= 0.396 g Amplification Factor, ap: 1.0 F„= 1.61 Response Factor, RP: 2.5 SM1= 0.637 z = 72.8 ft SD1= 0.425 h = 72.8 ft Telecommunication cabinets and radio equipment are non-structural components to be designed under the provisions of ASCE 7-10 chapter 13. (ASCE 7-10 13.3-3) FP min = 0.3SDSIPWP 1 (ASCE 7-10 13.3-1) FP = 0.4a R DsWP Cl + 2 h J IPP (ASCE 7-10 13.3-2) FP m.=1.6SDSIPWP COREONE 0.181 w p 0.290 w p 0.967 w p Use FP = 0.290 wp Core One Consulting USA Phone: (778) 805-2166 www.coreoneconsulting.com Envelope Only Solution Core One Consulting USA FSZ 1902U040 EU44 GAME FARM ROAD Existing Structure Mar 26, 2019 at 12:32 PM EU44-6' Canister.r3d C O R E O N E Company Core One Consulting USA Mar 26, 2019 Designer FSZ 12:40 PM - U S A Job Number 1902UO40 Checked By._ Model Name EU44 GAME FARM ROAD Member Primary Data ahal I Anint .I .Inint K .Inint RntntalrlPn) RPP.Hnn/Shrum+ TvnP nacinn I ict Matarial nPcinn Rulac 1 2 1 M4 M15 N4 N23 _N3 _ I N26 FRP TUBE4x_. (;olumra _Wide Flange,_ FRP - L2x2x1A Beam I one A36 Gr.36 Typical I Typical 3 M17 N25 N22 L2x2x1/4 Beam None A36 Gr.36 Typical M17A N26 N_30 L2x2xl/4 Beam _ None A36 Gr -36 T . 'cal 1 5 M18 N30 _ N29_ L2x2xl/4 Beam None A36 G*•36 Typical 6 - M19 _ N29 _ _N23 . _ _ L2x2xl/4 Beam None A36 Gr.36 Typical 7 M20 N28 N25 L2x2x1/4 Beare None A36 Gr.36 Typical _ 8 M22 N22 N27 L2x2xl/4 Beam ' None A36 Gr.36 I Typical 9 10 M23 _ M19A M20A _ N27 ' N16 N20 _ N28 N 15 N23A 1 240 L2x2xl/4 FRP TUBE4x.. L2x2xl/4 Beam Column Beam None Wide Flarw3e None A36 Gr -36 FRP A36 Gr.36 Typical Typical Typical 11 _ 122 M21A N22A N19A _ _ _ _L2x2x1/4 Beam ;___None A36 Gr.36 Typical 13 M22A N23A N27A L2x2x1/4 Beam None A36 Gr.36 T ical 14 15 16 17 18 19_ 20 21 22 23 24 M23A M24 M25 M27 M28 M37 M38 _ M39 M40 M41A M42A M43A N27A N26A N25A N19A N24A dV30A N34 N36 N37 N41 N40 N39 N26A N20 N22A N24A N25A N29A N37 N33 N41 N40 N34 N36 120 _ _ L2x2x1/4 L2x2x1/4 L2x2x1/4 L2x2x1/4 12x2x1/4 FRP TUBE 4x•..Column L2x2x1/4 L2x2x1/4 `L2x2x1/4 L2x2x1/4 L2x2x'1/4 L2x2xl/4 Beam _ None _ A36 Gr.36 Tylkal Beam None A36 Gr.36 Ty6cal Beam NoneA36 Gr.36 Typical Beam None A36 Gr.36 Tpjcal Beam ! None A36 Gr.36 Typical j Wide Flange FRP T icp al _' Beam None A36 Gr.361 Typical Beam None A36 Gr•36_ T pical Beam None A36 Gr.36 Typical Beam None A36 Gr.36 T picaI - Beam None A36 Gr.36 Typical Beam None A36 Gr -36 T ical _25 26 M45A N33 N38 L2x2x1/4 Beam None A36 Gr.36 Typical 27 M46A_ N38 N39 L2x2xl/4 Beam None A36 Gr.36 Typical 28 M73 N15 N24 HSS4x4x4 Beam None A500Gr. B.. T icaj 29 M74 N15 N35 i HSS4x4x4 Beam None _ A50oGr.B..: Typical 30 M75 N,15 N21Beam j- None A5000r_B_..I Typjcal 3176 N24A N26A RIGID None None RIGID _Typical 32 M77 N25A N27A RIGID None None RIGID T ical 33 M78 M79 M80 M81 M82 M84 N29 N30 N41 N,40 N42 N46 I N27 I N28 N39 1 N38 N41A N45 _ 300 180 RIGID None None RIGID RIGID None None RIGID RIGID None ,. one RIGID RIGID None None RIGID _ FRP TUBE 4x.. Column Wid_e.Fla�cn a ....... FRP ., 'FRP TUBE 4x.. Column Wide Flan -aa FRP Typical Typical ._ Typical Typical T�Jg l._„ Ty 'cal 34 35 36 37 38 39 M86 N50 N49 60 FRP TUBE 4x.. Column Wide Flame _ FRP..... Typical M89 �. N47 N48 270 C5X6.7 Beam None A36 Gr.36 Typical _40 41 M89A N43 N44 270 C5X6.7 Beam None A36 Gr.36 Typical 42 M90 N45A N46A 270 C5X6.7 Beam None A36 Gr.36 T ical 43 1 _ M43 N42_ N16 _ PL4"x1/4" Beam Wide Flange A36 Gr.36 __Typ cal _ f 44 M44 N16 N46 PL4"x1/4" 1 Beam Wide Fla _ e _A36 Gr.36 Typical 45 46 M45 M46 N46 I N30A N30A N60 PL4"x1/4" PL4"x1/4" Beam Beam Wide Flange Wide Flange A36 Gr.36 A36 Gr.36 _kcal Typical 47 M47 N50 _ N4 PL4"x1/4" Beam Wide Flange A36 Gr.36 Typical 48 M48 M49 M50_ N4 N47A 1 N52 N4 N5'2 N49A PL4"x1/4"_ l PL41x1/4" x1 /4" Beam . Beam . Beam Wide Flange Wide Fla Wide Flange A36 Gr.36 36 3B a AGr. A36 Gr.36 Typical._ T -if _ Typical 49 50 51 1 M51 N49A , N51 [ I PL4"x1/4" . Beam 'Wide Flange' A36 Gr.36 1 Typical RISA -3D Version 17.0.2[CA ... 1 ... I...1...1...1...1...1...1...1EU44 - SA - RT1Structura11EU44-6' Canister.r3d] Page 1 0 r; Company : Core One Consulting USA Mar 26, 2019 C O R E O N E j Designer FSZ 12:40 PM U s A Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Member PrimarU Data /Continued Hot Rolled Steel Section Sets I hcl Cly—. T— rlx inn 1 ic! IlAoforiol rlcc inn Rid a r. A it., rindl i— rindl i anal 1 1 Label I Joint_ Joint KJoint Rotate deg] Section/3h ._Ty_pe - Design List Material Design Rules _ _ 52 _La M52 N51 _ _J N48� A PL4"x114" I Beam Wide Fla e. A36 Gr.36 IT ical 53 M53 N48A N50A PL4"xl/4" I Beam Wide Flange A36 Gr•36 Typical 54 M54 N50A N47A 3.37 PL4"x1/4" Beam Wide Flange A36 Gr.36 Typical 55 M55 N53 I N15 Typical PIPE 4.0 IColumn Wide FlangeIA53 Gr.B Typical Hot Rolled Steel Section Sets I hcl Cly—. T— rlx inn 1 ic! IlAoforiol rlcc inn Rid a r. A it., rindl i— rindl i anal 1 1 PL4"xl /4" PL4"x1 /4" Beam Ide Flang A36 Gr.36 Typical 1 1 .005 1 1.333 .02 2 PIPE 4.0 PIPE 4.0 Column Wide Flange A53Gr.B Typical, 2.96 6.82 6.82 -12.8 13.6 3 HSS4x4x4 HSS4X4X4 Beam None A500 Gr.B Rect Typical 3.37 7.8 7.8 _ --- — -- -- 4 FRP TUBE 4x4.. HSS4X4X4 Column Wide Flange FRP Typical 3.37 7.8 7.8 12.3 5 C5X6.7 C5X6.7 Beam None Beam None A36 Gr.36. A36 Gr.36 T .pical T,;pical 1.97 .938 .47 .348 7.48 .348 .055 .02 8F L2x2x1/4 L2x2x1/4 Hot Rolled Steel Design Parameters I ahpi Shang rpnnthrinl I hvvlin) Lh»rinl Lcnmo tmrini Lcmmn hntrinl L-tnrnu... Kw K77 Ch Functinn 1 M4 FRP TUBE ..; 168 108 108 108 108 108 I. Later 2 M15 —� L2x2x1/4 _ -18 1 _ _ Lhy _ Lateral 3 M17-- L2x2x1/4_ 18 _LLb Lbyy -_Lby�._„ L _ - --- _ --- — -- -- Lateral Lateral Lateral — Lateral. 4 MI 7A L.2x2x1/4 40 5 M18 L2x2xl/4 18 6 M 99 L2x2x 1/4 40 — 7_ 8 M20 M22 L2x2xl/4 L2x2x1/4 L2x2 '118 TU FRP BE.. 40 40 - 168 -----_, _ 108 -_ _--Lbyy----- 108 Lb W 108 108 _ _. -._— -- 1 108 Lateral Lateral _ 9 10 11 M23 M1 9A M20A Lateral Lateral L2x2x1/4 L2x2x1/4 1 18 1$ - �_ —� Lbyy Lby y.._. --- _ I. Lateral 12 _ M21A„ Lateral 13 M22A L2x2x1/4 40 I Lbvv 14 M23A L2x2xl/4 18 I L [L.atei-al 15 1 M24 L2x2xl/4 40 Lbvy Lateral 16 M25 L2x2xl/4 40 _ UW _ — L.ale�a1] 17 M27 L2x2xl/4 40 Ubyy Lateral 18 M28 L2x2x1/4 FRP TUBE..- 18 168 108 108 Lbyy 108 '108 108 Lateral 19 M37 Lateral 20 M38 L2x2xl/4 18 L Wy Lateral _ L2x2xl/4 18 Lb lateral -21j..M3_9 22 M40 L2x2x1/4 40 LlbW Lateral 23 M41A_ -_ L2x2x1/4 18 L—yy Lateral 24 M42A L2x2xl/4 40 Lbyy Lbyy _ Lateral 25 M43A_._ - L2x2xl/4 40 __-- _- Lateral 26 M45A L2x2xl/4 40 LbYY teral 27 M46A L2x2xl/4 F 18 L byy Lateral 28 ! _M7 3 'HSS4x4x4--5-4--F---LbVV Later_ 29 M74 HSS4x4x4 54 — LbyyI Lateran 30 ! 31 32 M75 .,_ M82 M84 ,HSS4x4x4 FRP TUBE .. TUBE .. 54 168 168 108 108 _ _ Lateral f _ 108 108 —1 108 _Lbyy— _ 108 _� 108 108 108 108 108 108 108 1 108 _ Lateral Lateral Lateml I _FRP 33 M86 FRP TUBE..j 168 108 RISA -31D Version 17.0.2[CA ... 1..A...1...1...1...1 ... 1...1...1EU44 - SA - RT1Structural1EU44-6' Canister.r3d] Page 2 C O R E O I\I E Company : Core One Consulting USA Mar 26, 2019 M1 �� Designer FSZ 12:40 PM USA Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Hot Rolled Steel Desion Parameters Continued I ahal Rhana I Pnnthrinl I hvvrinl I h»rinl Lrmmn tmrinlLromn hntrinl L-tnrnii-._ Kvv K77 Ch Funrtinn 34 M89 C5X6.7 41.569. _ 41_569. 0 0 L L Lateral - _ _ 35 . M89A C5X6.7 I_ L. L _ Lateral Lateral 36 M90 C5X6.7 _ 41.569 _ -37-1--.- M4.3 J PL4"x1/4"- 36 _ _-Lbyy C5X6.7 Lateral 38 M4 PL4"x1 /4" I 36 24 L 185.1 �tera l 39 M45 PI -4N1/4" 36 L Gr,B Rect _ Later 40 M46 PL4"x1/4". _ -_ A53 Gr.B Lbyy 1 168 41 M47 PI -4N1/4" __36 36 -__ Lbyy_ TLbyy_ _ i Lateral Lateral 42 M48 PL4."x1/4" 36 43 - M49 PL4"x1/4" 36 Lbyv Lateral 44 M50 PL4"x1/4" 36 L Lateral 45 M51 PI -4N1 /4" 36 384.3 L 16 Lateral 46 M52 PL4"x1/4" 36 _ _ Lateral 47 M53 PL4"x114" 1 _ 36 _-_-,L_byy U&y Lateral 48., M54 PL4"x1/4"-L 36_ L _ _ Later 49 M55 PIPE 4.01 168 I ' Lateral Material Takeoff BA.tcrinl Riau pine Inmthfinl 1A/Ainhlfl Rl 1 2 3 General RIGID Total General 6 6 _ 24 _ 24 0 0 4 5 Hot Rolled Steel _ l 6 _ A36 Gr.36 C5X6.7 3 124.7 69.7 7 A36 Gr.36 _ L2x2xl/4 24 696 185.1 I 8 A36 Gr.36 PL4"x1/4" 12 432 122.5 Gr,B Rect HSS4X4X4 3 - ---162 --- 166.5 _9_A500 10 -_ A53 Gr.B PIPE 4.0 1 168 141 11 - FRP HSS4X4X4 6 1008 224.1 12 Total HR Steel 49 2590.7 908.9 13 14 15 Plate Elements Thickness .in, 6 I Volume .1 384.3 FRP Plate .3 16 gen Steel .4 4.20 0 30.6 17 Total Plates 426 .1 415.4 Basic Load Cases BLC Description Cate or - X Gravity Gravity Z Gravity Joint Point Distribu_Area M... Surto PlateNVall 1 1 1 Self Weiaht DL I I -1 1 16 3 1 Load AZI Load AZI 49 + Ice Load.. + Ice Load.. 1 1 4 8 Seismic Load AZI..I ELZ _ 18 1._ 9 Seismic Load AZI.. ELX 10BLC 1 Transient-] None I 105 RISA -31) Version 17.0.2[CA...1...1...\...1...1...1...1...1...1EU44 - SA - RT\Structural\EU44-6 Canister.r3d] Page 3 a f C O R E O IBJ E Company : Core One Consulting USA Mar 26, 2019 • Designer FSZ 12:40 PM _ r- U S A Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Basic Load Cases (Continued) BLC Description Category X GravityY Grav_ityZ Gravity Joint - Point Distribu..Area M... Surfac Platewall)_ 11 BLC 2 Transient... None - 42 12 'BLC 3 Transient... None- 1 _1 -- 42 _____ - - --, 133 BLC 5 Transient... None 1 42 F...... F...... F...... F...... F...... F... 14 BLC 6 Transient... None I 42 _ 15 BLC 7 Transient... None _ 105 _ Load Combinations Description ............ Fac... BLC Factor BLC Fac..BLCFac..... F...... F...... F...... F...... F...... F... F --- Y 11.4_ _ J ' _1.4D - 1.2D + 1W AZI 000 _ Y{ 1.2 WLZ 1 i 3 1.2D + 1W AZI 030 ... Y 1.2 WLZ .866 WLx .5 1.2D + 1W AZI 060 .•'Y ... 1.2 WLZ .5 WLX .866 5 1.2D + 1W AZI 090 - Y 1.2 WLX 1 _I 6 1.2D + 1W A7-1120 _ ....Y. -_•'' 1.22 WLZ -.5 WLX .866 - -.-- 7 1.2D + 1W AZI 150 -.Y 1.2 WLZ.-.866 WLX .5 j ,- 8 9 1.2D + 1W AZI 180_ _. 1.2D + 1W AZI 210 ••• Y••• Y. 1.2 WLZ. 1.2 WLZ.-.866 -1 WLX -.5 1 '10 1.2D + 1W AZI 240 ... 'Y ... 1.2 WLZ _,5 WLX 11 _ 1,2D + 1W AZI 270 ... Y ... 1.2 WLx -1 1 12 13 1.2D + 1W AZI 300 1_2D + 1W AZI 330 ••• Y Y 1.2 WLZ 1.2 WLz .5 WLX-.866 .866 WLX -.5 14 _ 0.9D + 1W AZI 000 Y .9 WLZ 1 ' 15 0.9D + 1W AZI 030 Y _9 WLZ ._866_ WLX •5 I_ .. ,5 WLX .866 1 E1 -6----0.9D + 1W AZI 060 ... Y J .9 WLZ 17 0.9D + 1W AZI 090 Y 9 WLX 1 1 _ 18 0.9D + 1W AZI 120 ••• Y .9 WLZ -•5 wl_x .866 19 0.9D + 1W AZI 150 Y .9 WLZ ••• Y g WLZ Y... .9 WLZ.-.865.WLX. ••• 1'I '- • .9 WLZ ... Y 9 - Y _9 _vvt Z () WL7 -.866 wLX .5 - - - -- -1 -.5 -,5 WLX .ass - WL.X. -1 .5_ wt x _ $iic - -.. .$6�i WLx -.5 i I ' . 1 j -----.. 20 0.9D + 1W AZI 180 21 0.9D+ 1W AZI 210 22 0.9D + 1W AZI 240 23 0.9D + 1W AZI 270 24 0.9D.+ 1W AZI 300 _._.-.-_.. 25 0.9D + 1W AZI 330--.....-Y. 26 1.2D + 10li :_•IY- ----_ 1.2_Cay 1 27 1.2D + 1Di + 1 WI AZI 000 Y Y: Y. 1.` OL1 .•••_ `1.2 00. 1.2 OL -1 1 1 1 OL2 1 28 1.2D + 1Di + 1 Wi AZI 030 OL2 .866 09] .5 _ 29 1.2D + 1Di + 1 Wi AZI 060 OL2 .5 : L3.886 30 1.2D + 1Di + 1 WI AZI 090 ,.. Y 1.2 CRL1 1 YE, 1 Z0L1 1 -OL3 5 OL2 -.5 A1-3 •866 - - _ _ 31 1.2D + 1Di + 1 WI AZI 120 _32 _ . 1.2D + .1Di + 1 Wi AZI 150 Y '1.2 UL1.--1 QL2 _8�] L3; .5 �. 33 1 1.20 + IDI + 1 WI AZI 180 Y 1.2 OL1 1 IOL2 -1 34 1.2D + 1Di + 1 WI AZI 210 ••• Y -1.2.OL1- 1 OL2 - 866OL3 -,5 35 1.2D + Mi + 1WI AZI 240 Y 1,2 0L.1 1 'OL2 -.5 01-3-.866 j _ 36 1.2D + Mi + 1 WI AZI 270 •••IY_ _ ..•� 1.2OL'1. 1 0 L -1 . 37 1.2D + Mi + 1 Wi AZI 300 38 . - 1.2D + 1 D + 1Wi AZ_I 330 Y ... Y i'1- Ct1-1 1 2 OL1 1 1 t)L4i 5 OL3-.866 1G)L2 ,f16601 -J -.5 I - 39 11.20+ 1.5L+ 1 W 30-rr hj,AZI 000..., Y 1.:2 LL.. 1.5 WLZ 1 _ 4�1 d.2D 1I 5L + 1 W 30rnph],AZ1 0"30.--. Y '1.2 LL 1.5 WLZ.6661w-- ,5 41 11.20 + 7..5L + 1.�"iii. 43p 171 h AZI W0..•,_ Y . '1.2 LL 1.5 WLZ ..5 W... ma 42 11.2D + 1.5L + 1 WL (30 mph) I OJU.-•. Y -•.. I.� LL_,_1.5 RISA -3D Version 17.0.2[CA...1...1...1...\...1...1...1...1...1EU44 - SA - RT\Structura11EU44-6' Canister.r3d] Page 4 i Company Core One Consulting USA Mar 26, 2019 C O R E O N E rr Designer FSZ 12:40 PM - USA Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Load Combinations {Continued] Description ............ Fac...BLC Factor BLC Fac.. B LC Fac..... F...... F...... F...... F...... F...... F... 43 11.2D+ 1.5L+ 1 WL 30 mph) AZI 120.•. 44 _ 1.2D + 1.5L + 1 WL 30 mph) .AZI 150----. 45 1.2D+ 1.5L+ 1WL 30 m h AZ1 180-• 46 1.2D + 1.5L + 1 WL 30 m h AZI 21 ••- 47 1.2D + 1.5L + 1 WL 30 mph AZI 24•••, 48 1.2D+ 1.5L+ 1WL.30 m h AZ127 ...I Y 1� 1.20 LL 1.5 WLZ -.5 W•-•1..866 Y •_ 1.2- LL _.1_5 WLZ--866W ... .5 1.5WLZ Y -•• 1.2 LL 1.5 WLZ_ -I i (1.2+0.2Sds)D + 1 E AZI 000 Y ---11.2 LL 1.5 WLZ-•866W•••. -.:5 I Y Y 1.2 LL 15 WLZ -.5,W...-.866 ••• • 1.3•ELZ _•-• Y 1.2 LL 1.5 W..' -1 I 1.2+0.2Sds D + 1 E AZI 060 49 1.2D + 1.5L + 1 WL (30 m h)AZI 30 ...Y. ••[1.2 LL]1.5 WLZ..5 W•••-• 50 1.2D + 1.5L + 1 WL 30 mph AZI 33 ,•.••-Y. .• 1.2 LL 1.5WLZ .•866 W--• -.5 . �. 0.942Sds]D ++ 1 E AZ1 270 -73 51 (1.2+0.2Sds)D + 1 E AZI 000 ••. Y ••• 1.3-ELZ 1 ELX -1 Y 52 X1.2+0.2Sds]D + 1 E AZI 030 ••• Y� ••• • 1.3•ELZ .866 ELX. . 0 -36 53 1.2+0.2Sds D + 1 E AZI 060 Y' ••• 1.3•• ELZ .5 ELX •866 54 1.2+0.2Sds D + 1 E AZI 090 •1Y. 1... 1.3•• ELX 1 -6 -- ------ 7 I 55 (1_2+0.2SdsPD+ 1EAZI 120._ Y 1•3••.ELZ. -.5 ELX .866 8 -- N27 2 56 1.2+0.2Sds D + 1 E AZI 150 Y, 1.3.. ELZ -.866 ELX .5 N28 2_0 57 (1.2+0.2Sds)D + 1 E AZI 180 -.:Y _ ... 1.3..._• ELZ -1 _ - -2 � 0 -36 58 1.2+0.2Sds D + 1 E AZI 210 •• YI . .-1.3..-ELZ -.866 ELX -.5 -54 59 1.2+0.2Sds D + 1 E AZI 240 -1Y •-. 1.3..-ELZ -.5 EL.X •866 0 60__I__,_-.(1.2+0.2SdsZD + 1 E AZ1 270.... .. �Y. 1,3., _ ELX -1 - 0 18. 61 (1.2+0.2Sds)D + 1 E AZI 300 --- Y ••• 1.3.•• ELZ .5 ELX .866, 1. f: 168 18. _I 62 '____(1.2+0.Z + 1 E AZI 330 Y, •.- -I.3.-� ELZ .866 ELX -.5 0 -18.373067 0 63 0.9-0.2Sds D + 1 E AZI 000 Y . --n9-ELZ 1 54.373067. 0 64 0.9-0.2Sds]D + 1 E AZI 030 Y. .779 ELZ .866 ELX .5 --- 65 {0.9-0.2Sds),D + 1E AZI 060 •• Y •37g ELZ- ELX •86ki - � _ ._ 66 _ (0.9-0.2Sds)D + 1 E AZI 090 Y••• •779, _ _.5 _ _ELX 1 _ 67 (0.9-0.2Sds)D + 1 E AZI 120 ••• Y •.•'.779 ELZ -.5 ELX •866 68 r0 9-0.2S + 1 E AZI 150 dsD Y 77�I ELZ-.866 ELX .5 69 - (0.9-0.2Sds)D + 1 E AZI 180.- 70 0.9-0.2Sds D + 1+ 1 E AZ 1 210 71 (0.9.0.2Sds)D + 1 E AZI 240_..__ 72 0.942Sds]D ++ 1 E AZ1 270 -73 ._ (0.9-0.2SWD + 1 E AZI 300 Y ...719 ELZ -1 0 j...'.ri9 ELZ -.866 ELXf . -.5 Y ...'.n9 ELZ -- -.5 ELX-.866 - Y ....779 F3 ELX -1 Y _J.n9 ELZ .5 ELX-.866 Joint Coordinates and Temperatures Label X.[nj. "n] Z [inI Temp LFI Detach From Diap... 1 N3 1 0 0 -36 0 _ 2 N4 0 168 -36 0 I F3 _ N22 42 0 -36 _ 0 4 N23 -42 0 -36 0 -_Q----- _ --- -- 5 N24 ---0 - 0 -54 N25 42 54- 0 -6 -- ------ 7 -_ -- N-26 1 -42 ---0.. 0-- -_ -54 0 ----- 8 -- N27 2 0 -36 _ - 0 0 N28 2_0 -54 0 - 10 -_ -- -_ N29 -2 � 0 -36 --0 -- -- 11- N30----- -2 -54 _ 12 N15 - - 0 ----0 _ 0 0 0 13 N 15A -31.176915 1 0 18. 0 14 N16 -31.176915 168 18. - 0 15_ N 19A -52.176915 0 -18.373067 0 _16 _ _ N20 _ _ -10.1769150._ 54.373067. 0 RISA -3D Version 17.0.2[C:1...1...1...1...1...1...1...1...1...1EU44 - SA - RT1Structurah EU44-6' Canister.r3d] Page 5 COR R C (\ [ Company : Core One Consulting USA Mar 26, 2019 C `J[ Designer FSZ 12:40 PM dia USA Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Joint Coordinates and Temperatures (Continued) _ Label --- X FnJ, Y [ni_ Z in _ Temp [F] Detach From Dia,.. 17 N21 -46.765372 0 27, 0 �19 _ _ N22A -67.765372 -� 0 -� _ ` -9.373067 - -- 0 I -�--- - 19 1 N23A-- -25.765372 0 63.373667 !J 20 N24A 1 -32.176915 0 16.267949 0 21 22 N25A N26A -47.765372 -30.176915 ^ 0 0 25.267949 _ 19.7320510 0 23 _ N27A -45.76_5372 0 28.732051 - 0 _ 24 - N29A 31.176915 0 18. 0 25 ! N30A 31.176915 1 168_ 1 18. 0 26 N33 10.176915 0 54.373067 0 27 N34 52,1_76915 0 -18,373067 0 28 N35 46.765372 I 0 27. 0 29 N36 25.765372 0 63.373067 0 30 N37 67.765372 0 -9.373067 0 31 N38 0 0 32 N39 _30.176915 45.765372- _ _ 0 _19.732051 - 28.732051 0 33 N40 32.176915 0 16.267949 0 34 i N41 47.765372 0 _ 25.267949_ _- 0 1 35 N41 A 1-31.176915 1 0 -18. 0 1 36 N42 -31.176915 168 -18. 0 37 N45 0. _ 0 36 1 0 38 ' N46 0. -168 36 0 1 39 N49 31.176915 0 -18. 0 40 N50 .31.176915 168 -1 & 0 41 _ N47 -20.78461 0 _ 36, 0 42 N48 20.78461 0 36. 0 43 _ _ 44 t 45 N43 N44 N45A 41.569219 20.78461 -20.78461 0 _ 0 0 -0.. -36. -36. 0_ 0 _ 46 N46A -41.569219 0 -0. _ _0_ 0 47 N47A 0 60 -36 0 48 N48A -31.176915 60 18. 0 49 50 _ 51 N49A_ N50A N51 31.17691560 -31.176915 0. - 60 - 60 18. ---18. -- 36 0 0 0 52 N52 31.176915 _ 60 -18. 0 _ 53 N53 0 168 0 0 54 N54 0 12 0 0 55 N55 0 0 l -12 0 56 N56 0 2.49779 -5.008493 0 _ 57 158 N57 N58 0 0 1.58875 _ 1.923878 -5.279161 -5.977714- 0 59 N59 0 2.740381 -5.8221 0 60 61 N60 N61 0 0 7.36074 -3.420249 _ 8.26277 -2.721022 0 - - 0 62 N62 0 7.902681 -2.087635 0 _ 63 N63 0 7.128066 -2.477765 0 64.1 N64 0 2.262289 -7.433431 _ 0 66 . N65 N66 _ 0 0 1.598022 2.032647 -7.86888 _ -8.530004 0_._ 0 67 N67 0 2.74381 -8.065091 0 68 N68 0 1 2.178975 1 -1.639521 0 RISA -31D Version 17.0.2[C:1...1...1...1...1...1...1...1...1...1EU44 - SA - RT1Structura11EU44-6 Canister.r3d] Page 6 - � C O R E O I\I E Company : Core One Consulting USA Mar 26, 2019 -2.06963 Designer u s A Job Number FSZ 1902UO40 12:40 PM Checked By. 71 Model Name EU44 GAME FARM ROAD 1 2.763346 Joint Coordinates and Temperatures (Continued] Label X jinj_- Y [nL_-_- Z fin] -TempFL Detach From Diap...- 69 1 70 -_ N69 N70 0 0 _ 1.371856 -2.06963 0 1.690077 _ -2.770012_-- _0- 71 N71 0 1 2.763346 -2.585635 0 N72 I 0 4.614245 -5.098218 0 I 73 N73 0 3.61466 -4.660563 0 74 N74 0 3.624995 -5.560735 0 75 N75 _ 0 4.695085 1 -5.769626 _ 0 _ 76 N76 0 0 -4 0 77 N77 0 0.998485 -3.743758 0 _ 78 - N78 0 0.852305 -2.928184 - 0 79 80 _ N79 N80 _ _ 0 0 0 0.963376 -3 -5.501633 0 _ 0 81 N81 0 0 -5 0 82 N82 --- 0 -- -- 0 -6 -- - 0---- �------- 83 84 1 _ N83 _ N84 0 0 0.971823 1.922361 -6.232227 -3.496131 _ 0 0 85 86 87 N85 N86 N87 -- _ 0 0 0 1.276689 2.194975 3.106496 -4.5329 1._ _ -4.2619940 -3.939884 0 - 0 ---- - - - 88 N88 0 2.54677 -3.361011 0 _ 89 N89 0 0.604.533 -0.881862 0 ----- 90 N90 0 i 1 0 0 91 i N91 - 0 0 ---1 0 92 N92 0 0.812357 -2.354361 0 93 N93 0 0 -2 0 94 N94 0 4.340367 -6.255189 0 _ 95 N95 0 4.620893 -6_663123 0�_.-_.._ 96 N96 0 5.333333 -6.666667 - 0 97 N97 0 1.777593 -9_001436_ 0 98 99 100 N98 _ N99 N100 _ _ 0 0 0 1.997384 2.666667 0.59288 -9.359346 0 -9.333333 -6.90178.9 -7_ 0 0 0 1011 N101 0 0 102 ! _ N 102 0 0.926345 -8.278382 -- 0 103 N103 0 0 -8 ID 1 t111 _ N 104 _ 0 0 -9 0 105 N105 0 1.039418 -8.754274 0 106 N106 0 0.430578 -10.885978 0 _ 107 _ N 107 _ 0 _ _ 0 -11 0 - - 108 N108 0 0.666667 -11.333333 0 109 N 109 0 3.333333 -8.666667 0 110 N110 0 0.842249 -9.693161 0 111 N111 0 +0 -10 0 --� 112 N112 0 0.580782 -10.315822 0 113 N113 0 1.290886 -9.92419 0 ___ 114 N114 0_-.- _ 1.333333 -.10.666667 0 �- '115 N115 0 2. -10 0 1 116 N116 I 0 1.676897 -9.668804 0 117 „- 118 _ N117 N118 ._-_- _ 0 0 3.364975 4. -7.45357 -8 - 0 0 119.1 N119 _ 1 0 1 3.995178 -7.009657 0 1;20 1 N 1211 -t 0 4.666667 -7.333333 0 RISA -3D Version 17.0.2[CA ... 1...1...1...1...1...1...1...1...1EU44 - SA - RTIStructuraI\EU44-6 Canister.r3d] Page 7 O C O i\ Company Core One Consulting USA Mar 26, 2019 ■ C � `� Designer FSZ 12:40 PM r_- U S A Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Joint Coordinates and Temperatures Continued Label X linl Y 11n1 Z rin] Temp IF] Detach From Diap... 121 N121 0 L 6. -6. -5.439291 0 1 0 122 N 122 0 5.42484 123 N 123 0 2.857237 -6.729677 0 4124 N 124 0 3.653343 I -6.349535 0 _ 125 N 125 0 2.068052 _ -6.516148 0 126 N 126 0 3.921943 -0.658478 _ 0 1211N 127 0 4.742518 -1.117854 0 - -- - 128 _. N 128 - 0 --- 5 0 0 1291 N129 0 4 0 0 x130 131 N 130 - N 131 _ 0 0 9.573373 9.755105 _ _1 -1.787545 -0.965198 0 0 _ 132 N 132 0 8.646538 -1.60994 0 133 N 1330 9.017558 -2.146417 0 f 134 N134 0 7.023541 -1.712444 0 135 N136 0 6.104381 -1.888152 0 136. N 136 0 - 6.285379 -2.745377 0 -137 N 137 0 7.048021 1 -4.219197 0 138 --------N138------- 139 N 139 0 0 6.396319 6.518619 -3.551794 -4.312909 �.--- --- ----- 0 140' N 140 8.666667 -3.333333 0 141 N 141 _ _0__ 0 9.333333 -2.666667 0 142,N 142 0 6.984$43 -0.895554 0 - 143 _ N143 _ 0 8.097234 -0.948869 0 144 N 144 0 8 0 0 145 N145 - 0 7 _ 0 _ 0 ._146 N 146 0 6.007124 -0.973984 0 _ 147 N 147 0 6_ 0 0 148 N 148 0 7.628817 -1.622035 _ 0 _ 149 N 149 0 -0.4942 0 - - 150 N 150 0 . ,_--10.792517 11.333833 -0.666667 0 151 N_151 0 11 0 0 ------ 152 --- N 152------- ------il -- _ _ _ -- 8.914813 - --- -0.587334 -� 0-- 153 N 153 10 _ _ 0 154 _ N 154 _ _0 0 9 .0 0 0 155 N 155 0 5.601968 -3.732121 0 156 _ N 156 0 5.764242 -4.468177 _ 0 157 N157 0 3.741676 -1.875759 0 _ 158 N 158_ 0 3.684086 -3.26831 0 159 N 159 - 0 4.378232 -2.618371 0 160 N 160 0 5.190844 -2.162936 0 161 N 161 0 2.145134 -0.5855%1 0 162 N 162 0 3.016089 -0.939561 0 163 N163 _ 0 3 0 0 1641__ N164 _ - 0 2 - 0 _ _-- 0 -- - - 165 N 165 0 4.821612 -3.097731 0 166 1 167 _ 168 169 _ 170 171 N 166 N 167 N 168 N 169 ,-_ N 170 N 171 0 _ 0 0 0 0 0 4.52085 5.424818 6.019098 6.666667 8. 1.593567 -3.974083 -2.955306 -5.099363 -5.333333._ -4. -6.936762 _ 0 0 0 0 1 0 0 1 17Z N 174 1 0 0.922577 1 -7.4251-56 1 0 1 1 RISA -3D Version 17.0.2[CA...1...1...1...1...1...1...1...1...1EU44 - SA - RT1Structura11EU44-6' Canister.r3d] Page 8 O CE C Company Cie One Consulting USA Mar 26, 2019 C C Designer FSZ 12:40 PM U S A Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Joint Coordinates and Temperatures (Continued Label X rinl Y fent Z rinl Tema FFl Detach From Dian 173 N173 N 1740 - - N 175 - 0 i 0 1.659561 _0.95341 5.089971 -0.934307 -1.35996 4.749144 0 0 - 0 - - 174_ 175 -- 176 N 176 0 1.275635 -9.262492 0 177. _ N 177 - 0 10. -2. 0 178 N 178 0 10.666667 7._3.33333_ -1.333333 4.666667 0 _ 0 179 N 179 0 180 N182 -10.392305 0 6. 0 181 N 18_3 4.337482 2.504246 0 182 - N 184 ----� - -4.571887 __2.49779_ 1.58875 _ 2.63958 _ 0 _ 183 N 185 1 -5.176852 1.923878 2.988857 0 184 N186 -5.042087 i 2.740381 2.91105 0 _ 185 N 187 -2.962022 7.36074 1.710124 0 186 N188 -2.356474 8.26277 1.360511 0 187 N189 N190 -11_807945_..._ -2.145808 7.902681 I -7.128066 1.043817 1.238883 0.__� 0 188 189 N 191 -6.43754 2.262289 3.716715 0 190 N192 -6.81465 1.598022 3.93444 0 191 _ N 193 -7.3872 2.032647 4.265002 _ 0 1192 - - N 194 -6.984574_ 2.74381 4.032546 _.__. 0 195 -1.419866 2.178975 0.81976 0 419593N N 196 1.371856 1.034815 0 _ N 197 _-1.792352 -2.3989 1.690077 _ 1.385006 - 0 196 N198 -2.239226 2.763346 1.292817 0 I 197. N 199 -4.415186 4.614245 i 2.549109 - 0 198 N200 -4.036166 1 3.61466 2.330282 0 199 N201 200. N202 201 N203 -4.815738 1 _ 4.996643 1 -3.464102 3.624995 1 4.695085 0 2.70036810 2.884813 2. ] , 1 0 0 202 i N204 -3.24219 0.998485 - 1.871879 0 203 N205 -2.535881 0.852305_ 1.4640920 204 2_05N207 _ _ N206 -2.598076-- -4.7_64554 ---0 0.963376 1.5 ._. 2.750816 - 0- 0 ---_----- 206 ------ N208 -- -- ----4.330127 � 0 2:5�-- 0 - ---------- 207 N209 -5.196152 .0 3. 0 208 N210 -5.397267 0.971823 3.116114 _ - 209 N211 -3.027738 1.922361 1.748065 - _0 _ 210 N212 -3.925606 1.276689 2.26645 _ 0 211 N213 -3.690995 2.194975 2.130997 0 212 N214 -3.41204 3.106496 1.969942 0 213 _ N21 a -2.910721 2.54677 1.680506 0 214 N216 -0.763714 0.604533 0.440931 0 215 N218 -0.866025 0 0.5 0 216 N219 -2.038937 0.812357 1.177181 0 217 218 219 N220 _ _ N221 N222 -1.73205'1 I -5.417152 I -5.770434 0 4.340367 4.620893 1. 3.127594 3.331561 0 0 0 220 N223 -5.773503 5.333333 3.333333 Q 221 222 223 N224 N225 N226 ! -7.795472 -8.105432 -8.082904 1.777593_ 1.997_384 2.666667 4.500718 4.6796 4.666667 6 _ _ 0 0 224. N227 -5.977124 i 0.59288 3.450894 it RISA -3D Version 17.0.2 [CA...1...1...1...\...1...1...1...1...\EU44 - SA - RMtructurai\EU44-6 Canister.r3d] Page 9 �: Company : Core One Consulting USA Mar 26; 2019 C O E O N E Designer FSZ 12:40 PM r.. - U S A .lob Number 1902U040 Checked By. Model Name EU44 GAME FARM ROAD Joint Coordinates and Temperatures (Continued) Label_ _ X [in] Z 1[ n] _-_ Tem _ Detach From Dia ... _r, nm,)-i7a --T n --- n 226. _- 227 N229 .__ N230 -7.169289 1 -6.928203 _ 0.926345 0 1 _4.139191 1 4. 0___-L-.. 0 1. 228 N277 N231 1 -7.794229 0 4.5 0 .2291 2301 _ _ _ N232-7.581424 0.293667 1.039418 4.377137 _ 0 - _ _ _ N233 -, 0.430578 5.442989 0. 231 N234 _-99.427533 -9.526279 0 5.5 _ 0 232 - -. N235 --- -- -9.814955 _ 0.666667 _ 5.666667 _ 0-- 23;-3 N236 -7.505553 3.333333 4.333333 1 0 2.34. N237 -8.394524 0.842249 4.846581 0 235 1 N238 -8.660254 0 5. 0 12361 N239 -8.933764 0.580782 5.157911 0 237 I N240 -8.594601 1.290886 4.962095 0 2387-N241 -9.237604_ - __ 1.333333 5.333333 i _ 0 239 N242 -8.660254 1 2. 5. 1 0 240 N243 -8.37343 T 1.676897 4.834402 0 241 N244 -6.454981 1 3.364975 3.726785 0 242 N245 -6.928203 1 4. 4. 0 243 N246 -6.070541 1 3.995178 3.504829 0 244 N247 -6.350853 1 4.666667_ 3.666667_ 0 245 N248 -5.196152 6. ± 3. 0 246 247 N249 N250 -4.710564 -5.828071 5.42484 2.857237 2.719645 3.364838 0 _ 0 1 248 N251 -5.498858 3.653343 3.174767 0 249 N252 -5.64315 2,068052 3.258074 _ 0 ] 250 N253 -0.570258 3.921943 0.329239 0 251 ._-.- N254_-0.96809 4.742518 _. 0.558927 0 252 N257 - -1.54806 9.573373 0.893773 _ 0 253 N258 -0.835886 9.755105 0.482599 0_ it N259 _ -1.394249 _ 8.646538 0.80497 �- 0 N260 -1.858852 9.017558 1.073209 0 256 N261 -1.48302 7.023541 0.856222 0 257 2531. N262 N263 -1.635188 -2.377567 6.104381 6.285379 0.944076 1.372689 0 0 259, N26.4 7.048021 2.109598 0 260 N266 _-3.653931 -3.075944 6.39iff191 1.775897 0 261 N266 -3.735089 6.518619 2.156455 0 262 N267 -2.886751 8.666667 1.666667 0 263 N268 -2.309401 _ 9.333333 I 1.333333 0 1 264 265 266 N269 N270 N273 -0.775573 _ -0.821745 -0.843494 6.984843 8.087234 _6.007124 0.447777 0.474434 _ 0.486992 _ 0 _ 0 0 i]L_-7 I AI-Y7G 1 A AnA709 1 792,10047 1 A 0144n47 I n 268 N276 -0.427989 1 10.792517 0.2471 0 269 N277 -0.57735 _ [ 11.333333 0.333333 _ 0 270_N279 -0.508647 8.914813 0.293667 0 2711 - N282 -3.232111 5.601968 1.86606 _ 0 - 272 N283 -3.869554 5.764242 2.234088 0 273 274 275 N284 N285 N286 -1_.624455_ -2.830439 -2.267576 ! .__..3.741676 3.684086 4.378232 0.93788 _ 1.634155 1 1.309185 0 _ 0 0 276 _ N287 -1.873157 5.190844 1 1.081468 0 RISA -3D Version 17.0.2[CA...1...1,..1...1...1...1...1...1...1EU44 - SA - RT1Structural1EU44-6' Canister.r3d] Page 10 r C O R E O (\I E Company Core One Consulting USA Mar 26, 2019 r: U S A Designer Job Number FSZ 19020040 12:40 PM Checked By. 12781 N289 -_ _ -0.813684__-L.__33016089._.-._ Model Name EU44 GAME FARM ROAD NM Joint Coordinates and Temperatures (Continued} Label X in Y InZ [in] Temp [FL Detach From Dia -p. 277 N288 -0.507092 2.145134 0.29277 0.469781 1.548865 _- 0 0..._ 0 -- - --- - _ 12781 N289 -_ _ -0.813684__-L.__33016089._.-._ 279 _ .. N292 2.682714 ' 4.821612 2801 NM -3.44165_7 4.52085 1.987042 j 0 _ N294 - -_ -2.55937 _ 5.424818 1.477653 - 0-.-_- 2821 N295 -4.416178 6.019098 2.549681 0 283 _ N296 -4.618802 6.666667 2.666667 0 - 284 _ _ N297 -3.464102 8. _ -� 2. 0 285 N298_-6.007412 1.59_3567 0 286 - -N299-- _ -6.430374 0.922577 _3.468381 3.712578 0 287 1 N300 -0.809134 1.659561 0.4671.53 0 12881 N301 -1.17776 0.95341 1 0.67998 0 1289! N302 -4.11288 5.089971 2.374572 0 290 N303 -8.021553 1.275635 4.631246 0 - 291 N304 -1.732051 10. 1. 0 292.. ---- -_ -N305 -- - -1.154701 _ - _ 10.666667 _ 0.666667 - 0 - 293 12941 N306 - N309 -4.041452 7.333333 2.333333 0 10.392305 _ U 6. -_ 0 295 N310 4.337482 2.49779 2.504246 0 296 N311 4.571887 1.58875 2.63958 0 - _- 297 N312 5.176852 _ _ 1.923878 2.988857 0 - - _ 298 299 N313 N314 - -- 5.042087 -2.962022 _2.740381_ 7.36074 -_ 2.91105 -1.710124 -_ 0 1 -- 0 N315 2.356474 8.26277 1.360511 0 I 1 .3001 301 N316 1.807945 7.902681 _ - 1.043817 0 302 N317 _ 2.145808 __7.128066 1.238883 - -_- 0 303 N3186.43_754 2_.262289 3.716715_ 0 304 N319 - - 6.81465 __ 1 1.598022 3.93444 _ 0 305 306 1 307 N320 N321 N322 7.3872 1_ 6.984574 7 1_419866 1 2.032647 2.74381 2.178975_ 4.265002 4.032546 0_8,1976 0 0 0 3-V 08 N323 .7.792352_ _ 1.371856 __.._. 1.034815 0 - 309 N324 2.3989 1 1.690077 1.385006 1 0 _ 3101 N325 2.239226 2.763346 1.292817 0 311 N326 4.415186 4.614245 2.549109 0 31.2 - 313 314_;_ 315 N327 ---- -N328 N329 N330 4.036166 4.815738 4.996643 3.464102 - 3.61466 3.624995 4.695085 0 2.330282 _--- 2.780368 2.884813 2. 0 - 0 0 0 31ti N331_ 3.24219 0.998485 1.871879 0 317 N332 2.535881 0.85230.a 1.464092 0 N333 2.598076 0 1.5 0 f _318 j 319 N334 4.764554 _ 0.963376 2.750816 0 :320 N335 4.330127 0 2.5 0 321 N336 _ 5.196152 0 3. 0 322 N337 5.397267 0.971823 3.1161140 32".3 N338 -- 3.027738 1.922361 1.748065 0 324 N339 3.925606 1.276689 2.26645 0 32a„ 326 N340 N341 3.690995 3.41204 , 2.194975 3.106496 2.130997 1.969942 0 _ 0 - 327_ 328 N342 N343 2.910721 0.763714 2.54677 0.604533 1.680506_ 0.440931 1 0 _ 0 RISA -3D Version 17.0.2 [CA...1...1...1...1...1...\...1...1...1EU44 - SA - RT\Structural\EU44-6 Canister.r3d] Page 11 O i"1 NE Company Core One Consulting USA Mar 26, 2019 � -J Des ign er FSZ 12:40 PM USA Job Number 1902UO40 Checked By. 3.127594 Model Name EU44 GAME FARM ROAD _ - 333 Joint Coordinates and Temperatures (Continued) Label X jnj Yin Z jinj TemplIH Detach From Diap... 329 _ 3301 331 N345 N346._-.._ N347 0.866025 _ 2.038937. 1.732051 0 0.812357 0 0.5 1.1.77181 - 1. 0 _ 0,___- 0 332 N348 5.417152 4.340367 3.127594 U _ - 333 5.770434 _ _ 4.620893 T 3.331561 D -- - _ 334 _N349 N350 5.773503 5.333333 3.333333 0 1 335 N351 7.795472 1.777593 _ 4.500718 0 336 _ N352 _ 8.105432 1.997384 4.679673 0 - 337 N 353 8_.0_82904 2.6666_67 4.66_6667 0 _ _ N354 - _ 5.977124 _ 0.59288 3:450894 -- - 0 -- -- -- 339 N35,5 6.062178 0 3.5 0 1340 N356 7.169289 0.926345 4.139191 _ 0 N357 6.928203 0 4. 0 _341 342 _ 343_ N358 N359. 7.794229 0 4.5 0 I 7.581424,_......E...._ 9.427533 1 1_039418T, 0.430578 4.377137 _1 5.442969--I 0 0 -__ _ 344 N360 3451 N361 9.526279 0 5.5 0 346;----_-._-- N362_ 9.814955 0.666667 5.666667 - 0 _-_-.- 347 N363 7.505553 3.333333 4.333333 0 348 N364_ 8.394524 0.842249 4..846581 U 349 350 351 -------- N365---- 8.660254 8.933764 8,594601 0 0.580782 1.290886 1 5. -- ----0 5.157911 _ 4.962095 --------------._ 0 _ 0 N366 N367 352 N368 9.237604 1.333333 5.333333 0 I 353. N369 8.660254 2. I 5. - - 0 N370 I _ 8.37343 6.454981 1.676897 3.364975 4.834402 3.726785 0 _ 0 Z 355 N371 356 - 3_57 358 N372 --- - N373 N374 6.928203 6.070541 6.350853 4, 3.995178 4.666667 4. 3.504829 3.666667 0 -- - 0 _ 0 350 N375 5.196152 6. 3. 0 366 N376 4.710564 1 5.42484 2.719645 0 361_N377_ 362 - _ N378 _5.828071 5.498858 2.857237 3.653343 3.36483_8_ 3.174767 __- 0 0 363 WE) 5.64315 1 0.570258 2.068052 3.921943 3.258074 - 0.329239 0_ 0 - - -- _ _ N380 365 N381 0.96809 4.742518 0.558927 0 366 N384 1.54806 9.573373 0.893773 0 367 N385 _ 0.835886 9.755105 0.482599 0 _ 368 N386 1.394249 8.646538 0,80497 0 _ 369 N387 1.858852 9.017558 7.023541 1.073209 _ _ 0.856222 _ 0 - 0 370 N3881.48302 371 N389 - 1.635168 6.104381 0.944076 _ 0 372 N390_ 2.377567 6.285379 1.372689 0 373 _ N391 _ 3.653931 7.048021 2.109598 0 374 N392 3.075944 6.399319 1.775897 0 375 N333 3.735089 6.518619 2.156455 0 376 N394 2.886751 8.666667 1.666667 _ 0 _ 377 378 _ 3"751 N395 N396 N397 2.309401 0.775573 1 0-821745 1 9.333333 _6.984843 8.087234 1 1.333333 1 0:447777 1 0-474434 1- 0 0 - - 380. N400 0.843494 6.007124 0.486992 0 RISA -3D Version 17.0.2[CA ... 1...1...1...1...1...1...1... 1...\EU44 - SA - RT\Structural\EU44-6' Canister.r3d] Page 12 rpner/ Core : FSZ One Consulting USA Mar26, M 19 C O R E O v E Desig U S A Job Number 1902UO40 Checked By - Model Name EU44 GAME FARM ROAD Joint Coordinates and Temperatures jContinueafq Label X jnj_ _ Y [nj_` - z [in] TempLF�Detach From Diap,.. 381 N402 1 1.404723 7.628817 0.811017 0 38''2 _-_ N403 0.427989 10.792517 1 0.2471 _-_ _ _ 0, 3$3 N404 0.57735 11.333333 0.333333 0 384 N406 0.508647 8.914813 0.293667 0 385 N409 3.232111 5.601966 1.86606 0 3861 N410 3.869554 5.764242 2.234088 0 3871 N411 1.624455 3.741676 0,93788 _ 0 388 N412 _ J 2.830439 3.684086 1.6341 &5 0 389 N413 2.267576 4.378232 1.309185 0 390 _ N414 1.873157 5.190844 _ 1.081468 0 391 N415 0.507092 2.145134 0.29277 0 921 N416 0.813684 3.016089 0.469781 0 13931 N419 2.682714 4_821612 1.548865 0 1 394 N420 3.441657 4.52085 1 1.987042 J_ 0 395 - 396 _N421 _ N422 _ 2.55937 4.416178 - - 5.424818 6.019098- 1.477653 2.549681 0 ----0 - 397 N423 4.618802 6.666667 2.666667 0 0 -- 0 398 N424 3.464102.!_ 8. _ --=- 399: N425 6.007412 1.593567 3.468381 400 N426 6.430374 1 0.922577 _ 3.712578_ 0 401 N427 0.809134 1.659561 0.467153 0 402 N428 1-1.17776 _ 0.95341 5.089971 0.67998 2.374572 0 0 403 N429 4.11288 404 1 N430 _ 8.021553 1.275635 4.631246 0 4051 N431 1.732051 10. 1 _ 0 - 4061 N432 1.154701 10.666667 0.666667 0 407 N433 4.041452 7.333333 2.33333.'1 0 ! 408. N408 91.176915 60 114. _ i 0 409. 410 N409A N410A 91,17691-5 --88.823085 0 114. 0 _ 1 60 114. 0 411 412 N41 1 A N412A -88.823085 91.176915 0 60 114. -86. 0 _ 0 413 N413A 91.176915 0 _86.._- 414 N414A _ -31.176915 ' 84 _ 18. _0 _ 0 - 415 1 N415A 0. 84 36 0 4161 _ N416A- 31.176915 _ 84 18. 0 A17 I kIA17 "21 17A04 F All -10 _ f) f Joint Boundary Conditions RISA -31D Version 17.0.2[CA...\...1...1...1...1...1...1...1...1EU44 - SA - RT1Structura11EU44-6 Canister.r3d] Page 13 s rC °-`1 C Company Core One Consulting USA Mar 26, 2019 O CORC .__) C Designer FSZ 12:40 PM U s A Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Joint Boundary Conditions Continued .Inint I nhal X flhlinl Y fihlinl 2 flhAnl X Rot-fk-ftlrarfi Y Rnt-fk-ft/radl Z Rat.fk-ft/radl 11 N30 - --- -- CS5 _ CS5 - CS5.----- GS5 Reaction - Reaction Reaction Reaction Reaction 12 N15A Reaction Reaction Reaction - .. �13 N 19A - - - 14 N20 27 N37 15 N21 _ Reaction 16 N22A CS5 - _ -17 _ N23A CS5 CS5 �I$ N24A CSS-� - - ---- I9 N25A -2.1:39 20 _ N26A _CS5 - - CS5 -- 34 N49 21 N27A CSS 36 N48 ' CS5 I -- 37 N43 CS5 22 N29A I CSS I ! l KI910C 24 -- N34 - --- GS5 ---- - --- -- 25 N35 Reaction Reaction_ ' Reaction Reaction Reaction Reaction - 26 N36 --- -- CS5 .-_.. -�.---- - 27 N37 CS5 _ ----2.139- 0 0 CS5 3 M17_ Y 29 N39 CS5 Y 30 N40 CS5 0 _ 31 N41 -- ------ CS5------__. --- � 32 N41 A CS5 -2.1:39 33 N45 _ _ CS5 - -- ----_ �.- 34 N49 CS5 _ -2.139 _ _ 35 1 N47 CS5 I 36 N48 ' CS5 I -- 37 N43 CS5 %100 - - 38 N44 CSS Y 39 N45A C35 40 N46A - . ._ CS5 1-- � --- - _----- Member Distributed Loads {BLC 4: Ice Weight} AAomhor I nhol Il -finn Ctnrt MnnnihtrlanKift G Heil Fnri Monnihirlanhfi Ctort I nratinnrin 0/0 Fnd I n afirn{in.%,1 1 M4 Y -3.823 -3.823 0 %100 _ 2 -� _ M15 Y - -- -2.139 -2.139 _ ----2.139- 0 0 %100 %100 -- 3 M17_ Y 4 f M17A Y -2.139 _-2.139 -2.139 0 _ %100 5 M18 Y -2.139 -2.1:39 0 %100 fi M19 Y _ -2.139 -2.189 0 %100 M20 Y -2.139 -2.139 ---- 0 %100 $ M22---- - Y ----- -2.139----- - -2.139 -- 0 -- - - %100--- 9 M23 _ Y -2.139 -2.1$9 0 %100 10 M19A Y -3.823 -3.823 0 %100 11 M20A I Y -2.139 -2.139 0 %100 12 M21A Y -2.139 L -2.139 0 0/0100___ 13 M22A Y -2.139 -2.1 M 0 %100 14 - M23A Y -2.139 -_....__ -2.139 �� 0 %100 15 �16 '17 M24 M25 _ M27 Y 'Y Y -2.134 -2.139 -2.139 -2.139 -2.139 -2.139 0 0 0 °/x100 °0100 %100 7�1 RISA -31D Version 17.0.2[GA ... 1...1...1...1...1...1...1...1...1EU44 - SA - RT\Structural\EU44-6 Canister.r3d] Page 14 Com O O 1 1 E ".--- J � +1 E Designers FSZ One Consulting USA Mar P X019 I'dL U 5 A Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Member Distributed Loads (BLC 4: Ice Weigho (Continued) Member Label Direction Start MagnmcwVbM,F,.Qs9 End Magnitude IbA..,Start Location Lip, location in % rY .. 18 M28-- 19 .. M37 20 M38 Y - Y - -- Y -4..139 -3.8.23 -2.139 -2.139 - -3.823 -2.139 U _ , .----� -- 0 %100 - -%100_. _ 1 %100 11)'1 M39 Y 1 -2.139 -25.285 0 22 23 _ M40 --- M_41A Y Y -2.139 --- -2.1&9 _-_2.139 - -2.139 -2.139 _ 0 _ 0_ _%100_ %100 _ %100 .24 26 _-M4.2A _ M43A Y ^ Y -2.139 -2.139 _ _ -2.139 -2.139 0 0 %100 _- %100 26 _ M45A 'Y -2.139 _ Y Y_-15.701 -2.139 0 %100 .27 28 29 _ M46A _ - M73 M74 Y _ _ Y Y _-2.139 --- -3.823 -3.823 Y - -2.139- - 0 ------ %100 -3.823 0 %100 -3.823 0 _ %100 _ 30 M75 Y_ -3.823 _ 1 1.2 -3.823 0 %100 31 _ M82 Y _ -3.1323 -3.823 0 %100 32 _ M84 Y -3.823 -3.823 0 %100 33 M86 Y -3.823 -3.823 0 - %100 34 M89 Y -4.665 -4.665 1 0 %100 35 . M89A_Y_ _ 28.8 -4.665 4.665 1 0 %100_ 36 M90 - Y -4.665 -4.665 0- _ %100 _ 37_ 38 M43 M44 Y Y -3.823 -3.823 -3.823 -3.823 _ 0 _ 0 %10_0 _ 1 %100--1 39 M45 Y -3.823 -3.823 0 %100 1 40 _ 41 _ M46 M47 Y Y _ -1823 -3.823 _ -3.823 -3.823 0 - 0 %100 %100 _ 42 M48 Y -3.823 -3.823 0 %100 _ 43 M49 Y -3.823 -3.823 0 %100 44 ' -_--__ M50 Y -3.823 -3.823 0 %100 45 M51 Y -3.823 -3.823 0 %100 46 M52 Y -3.823 -3.823 % 0 %100 47 _ M53 _ Y -3.823 -3.823 0 %100 48 M54 Y -3.823 _� -3.823 __-0._.__ %100 49 M55 Y -3.333 -3.333 0 %1100 Member Distributed Loads (BLC 10 : BLC 1 Transient Area Loads) Member Label Direction Start Magnitude[Ib/ft,F,Uss]t End Magnitude Ibif..Start Locationlin.%1 End L.ocaborfin%] 1 1 2 3 M20A M21A M22A Y Y Y -21.14 -21.108 -26.257 -21.14 -21.108 -25.285 0 4.115e-.5 4 17.973 18 11.2 4 M22A Y -25.285 -25.95 11.2 18.4 M22A Y -25.95 -25.217 18.4 25.6 _5 -6 7 M22A M22A -Y_.- Y _-_-25.217 -17.635 -17.635 _ -6.243 25.6_ 32.8 32.8 _ 40 8 9 _ M23A M23A _ Y Y_-15.701 -4.335 -15.701 -23.684 0 3.6 _ 3.6 7.2 10 M23A Y - -23.684 -21.84.9 J 7.2 10.8 11 M23A Y_ 1 -21.849 -15.174 10.8_ 14.4 _ 1 1.2 M23A Y--------15.174 - -10.092 - ---14.4 1 18 _ 1.3 M24 - Y -4.369 -17.594 0 7.2 14 M24 Y -17.594 -22.979 7.2 14.4 '15 M24 Y -22.979-18.865 14.4 21.6 16 M24 _ Y _-] _ -18.865 -20.693 _____,21.6 _ 28.8 RISA -3D Version 17.0.2[CA ... 1...1...1...1...1...1...1...1...1EU44 - SA - RT1Structural1EU44-6 Canister.r3d] Page 15 C II �1 I Company Core One Consulting USA Mar 26, 2019 ■ C ,�J' V Designer FSZ 12:40 PM U s A Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Member Distributed Loads (BLC 10 : BLC 1 Transient Area Loads) !Continued} _ Member Label Direction _ Start Magnitude[ Ib/ft1F1pf - End Magnitudeflb/f.._Start Location [[!,%]End Locaton in%]_ 17 M24 Y �- -20.693 -30.124 28.8 1 36 19 M25 Y - ----17.593 -25.581 7.2 14.4 20 M25Y M90 _ M38 -25.581 -21.467__ 14.4 21.6 21 M25 _ Y -21.467 -20.703 -30.152 21.6 28.8 28.8 36 22 M25 Y -20.703 23 M_27 Y -26.229-25.275 _ 4 _ 11.2 24 M27 Y -25.275 ---- - -23.356 11.2 18.4 - 25 M27 Y -23.356 -22.623_ 18.4 25.6 26 27 M27 M27_ Y Y _ -22.623 -17.636 -17.636 -6.244 25.6 32.8 32.8 28 M28 Y -4.335 -15.701 0 3.6 29 M28 Y -15.701 -23.684 3.6 7.2 30 M28 Y -23.684 --L-21.849 -15.701 1 7.2 10.8 31 M28 Y -21.849 -15.174 10.8 14.4_ �2 7-- M28 Y -15.174 -10.092 14.4 18 13Z RA79 1 V 1 _G 1 a 1392 1 CA 34 M89 Y -6.243 -6.243 i 0 6.001 35 36 _ M90 _ M38 Y Y - -6.183 _ - _-21.108 -6.183 -21.108 35.528 _ _4.115e-5 41.569 18 37 M39 Y -21.14 -21.14 _..++.,._..... 0 17.973 .-38 M40 Y -26.229 -25.275 4 11.2 _ 39 M40 Y -25.275 -25.95 11.2 18.4 40 M40 Y -25.95 -25.218 18.4 25.6 I _a 41 M40 Y -25.218 -17.636 25.6 32.8 1. 47 1 M40 Y -17 KqA -A 9AA '21) R An A'2 RAA 1 e - -- V -I ----- _A 1329 1 r 7A 1 n 4 C 44 4.5 M41A M41A Y Y -15.701 -23.684 _ -23.684 -21.849 3.6 7.2 7.2 10.8 46 M41A Y -21.849 -15.174 10.8 14.4 47 48 M41.A M42A -- Y _. --... Y ----=1..5._174 -4.368 _-10._092._ -17.593 14.4 _._-.._.... 0 1 $.- - 7.2 49 M42A Y -17.593 -30.124 7.2 36 50.._ _ M42A Y -22.979 _-22_.979 -18.866 14.4 __14.4 _ 21.6 51 _ M42A Y_-_ -18.866 I-20.703 21.6 21 5.2 M42A -� Y -20.703 �- -30.152 28.8 922 RAA 2A 'V1 A 13*Fi 47 GAA T1 7 54 M43A I Y -17.594 -25.581 I 7_2 14.4 5`i M43A Y - -25.581 -21.467 14.4 1 21.6 56 M43A Y -21.467 -20.693 I 21.6 28.8 _ _ 57 M43A Y -20.693 -30.124 28.8 36 58 M45A Y -26.257 -25.285 - 4�_ 11.2 _ 59 M45A Y f -25.285 i -23.356 11.2 18.4 60 M45A Y ------22.623 -23.356 _ -22.623 --T--- 18.4_ --25.6 --- -- 25.6_ -- 61 M45A Y -17.635 32.8 62 M45A Y _ _ -17.635 -6.243 32.8 40 63 M45A Y 4.335 _ -15.701 1 _ 0 - 3.6 64 M46A Y -'l x.701 -23.684 1 3.6 _ 7.2 Ga-. RAAnA V' ,] .^b X1.1 644 1 "f 17 4Ab 66 --- M46A `a'- - - -.21.849 T -15,'174 10 8 14. 67 M46A Y -15.174 .-10,092 14.4 18 68 .,. - _M74 _ Y -6 43 ]. 36_ 54 RISA -3D Version 17.0.2 [CA ... 1..A.A..A..1...1 ... 1...1...1EU44 - SA - RT1Structura11EU44-6 Canister.r3d] Page 16 Company Core One Consulting USA Mar 26, 2019 COC C Designer FSZ 12:40 PM r U S A Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Member Distributed Loads (BLC 10 : BLC 1 Transient Area Loads(Continueco Member Label Direction Start Magnitude IbJft�Fs�f]End-Magnitudejlbf.. Start Location in % End __Location in %1 RA MRA Y -R 1ft. _R 1 w *1R A9A Al RFi9 70 i_ M89A_ _ Y _ _ _ -6.243 _ -6.243 _ 0 - i - _ 6.001___ 71 1 M15 Y -21.131 -21.131. .019-T 18 72 M17 I Y -21.108 -21.108 0 I 18 73 I M17A _ - Y -30.132 _ -20.696 4 11.2 74 M17A - Y -20.696 -21.467 11.2 _ 18.4 _75 _- M17A Y -21.467 M4 18.4 25_6___ 76 M17A Y _ -25.581 --- _�25_58�1 -17.593 1 25.6 32.8 77 M17A Y -17.593 -4.369 1 32.8 40 78 - M18 Y -9.938 _ -15.021 0 3.6 79 M18 Y -15.021 -23.232 3.6 7.2 80 -10.5 M18 Y -23.232 _ -23.53 7.2 10.8 81 M18 Y -23.53 -14.012 10.8 14.4 82 M18 _ _ Y -14.012 -5.717 14.4 _ 18 83M19 - Y -6.243 -17.636 0 1 7.2 84 M19 Y -17.636 -22.623 7.2 1 14.4 85 M19 Y -22.623 -23.356 14.4 21.6 86 M19.__ Y -23.356 -25.282 21.628.8.,__.._._... 87 M19 Y -25.282 _ ---26.249 28.8 36 88 M20 Y -17.636 0 7.2 89 _ _ M20 ---- Y _-6.244 _ _ 17.636 - - - -25.218 7.2 14.4 - 90 91 92 M20 M20 M20 Y Y Y -25.218 -25.95 -25.275 -25.95 -25.275 -26.229 14.4 21.6 28.8 _ 21.6 28.8 1 36 93 M22 _ Y 1 -30.152 1 -20.703 _ 4 11.2 1 94 95-� M22 M22 Y _ Y -20.703 -18.866 _ -18.866 -22.979 11.2 18.4 18.4 25.6 96.1 97 M22 M22 Y Y -22.979 -17.593 -17.593 -4.368 25.6 32.840 32.8 98 _ M23 Y -9.938 -15.021 0 - 3.6 99 M23 Y -15.021-23.232_ 3.6 7.2 100 M23 Y --....--------------....- -23.232 .............. . =23.53 ..__.7,2 ._ � -10.8 '101 M23 Y -23.53 -14.012 10.8 14.4 102 M23 Y 1 -14.012 1 -5.717 14.4 18 1 103 M73 Y -6 -6 36 54 104 M89A Y _ -6.201 -6201 - 35.528 41.569 105 M90 Y -6.225 -6.225 0 6.001 Member Distributed Loads (BLC 11 : BLC 2 Transient Area Loads) Member Label Direction Start Ma0nibude[lb/ft.F,psi] End Magnitudejlb)f..Start Locationjin % End Locatio in % 1 M4 Z -21 -21 108 2 M17A Z -10.5 -- -10.5 0 7 __168 - 40 3 M19 Z -10.5 -10..5 0 40 4 M20 Z -10.5 -10.5 0 40 5 M22 Z -10.5 -10.5 0 40 M19A 1---9.0931 0 ._ _ 1 18 10_.1 M23A Z 1 -9.093 -9.093 1 0 1 1i -j- --[„ M24 -- Z ______-5.25 -=5.25 --. _ 0____ _-40 RISA -3D Version 17.0.2 [C:1...1...1...1...1...1...1... \... 1...\EU44 - SA - RT\Structura11EU44-6 Canister.r3d] Page 17 '� CORE ° N E Company : Core One Consulting USA Mar 26, 2019 Designer FSZ 12:40 PM .• r u S A Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Member Distributed Loads (BLC 111 : BLC 2 Transient Area Loads Continued Member Label Direction Start Mastniroudellbfft.F.osfl End Maanituderlbh..Stan Locationlin.%I End Locatlonrin %I _12 13 14 M215 M27 M28 Z 1 Z Z -5.25 -5.25 -9.093 -5.25 -5.25 -9.093 0 0 0 40 40 - _ 18 15 M37 M38 M39 M40 M41A Z - Z Z Z Z -_28.687 _ -28.687_+_ -9.093 ••9.093 -9.093 -9.093 -5.25 �-5.25 -9.093 -9.093 108 -0 0 0 0 _168.----.. 18 18 40 .18 16 17 F::;�':oq'::: -21 _._,___ M42A Z 168 -5.25 0 40 . 21 I 1 22 M43A M45A Z Z _--5.25 _._ -5.25 -5.25 _ _ -5.25 0. _. 40 -5.25 -9.093 1 0 0 40 18 23 M46A Z -9.093 24M74 M89A _ Z -'18.187 -18.18.7 0 54 25 26 _ M75 I Z Z -18.187 ' -18.187 10 _L.__. 0 _- 0 0 _ 54 4 27 M'77 I z 0 0 0 _- - 4 L 28 M78 Z 0 0 0 4 1 29 M79Z M54 0 © 0 4- 30 M80 _ _-.. _ ... Z -- 0 - 0____I-- 0 - 4 1 31 1 M81 Z 0 1 0 0 4 _3 2 J _ M82 ----- -f-j -- -28.687 ------- - -28.687 u 108 168 33 M84 Z -21 -21 108 168 34 M86 z -28.687 -28.687 1 108 168 35 M89 Z -9.188 -9.188 0 41.569 36 M89A _ Z -4.594 -4.594 0 41.569 37 M90 Z -4.594 4.594 0 41.569 38 _ 39 M49 _ M51 _ Z Z -18.187 _- - -18.187 -18.187 _ -18.187 _ _ -- 0 - 0 -- 36 J 36 40 M52 Z -18.187 -18.187 0 36 41 M54 I Z -18.187 -18.187 0 36. 42 ] - M55 _ Z - -23.625 . -23.625 -- Member Distributed Loads (BLC 12 : BLC 3 Transient Area Loads) -- 108_ --- -28.687 1 Member Label Direction Start Maonituderlb/ft.F.mfl End Mao nituderlb/r..Start Locationfin.a/F End Locatindin.o/i L1 2 3 M4 -- M15 M17 j -- X _ X T X _ _21 --- ---- -10.5 -10.5 -21 -10.6 -10.5 108 0 0 168 18 18 i 4 M18 X _ -10.5 -10.5 0 18 5 M23 X -10.5 -10.5 0 18 _ 6 M19A X -28.687 -28.687 108 168 7 ____M20A -5.25 1 -5.25 0 18.-- _8 8 1 --- M21A ---X _ _ X -- -5.25 -5.25 i 0 . 18 9 101 M22A - - M23A X X -9.093 -5.25 -9.093 1 -5.25 0 0 40 18 11 1 M24 X -9.093 -9.093 0 40 1 12 _ M25� - X -9.093 --- - -9.093 ._ -- 0 _ --- 40 _-- 13 14 M27 M28 X X _ -9.093 -5.25 -9.093 -5.25 0 0 40 18 15 ' M37 -.....X -28.687 1 -28.687- _ 108_- - 168- 16 M38 X -5.25 -5.25 0 18 17 M39--- X �. --5.25 -------5.25 - 0 -- - 18 - RISA -3D Version 17.0.2[CA...1...1...1...1...\...1...1...1...1EU44 - SA - RT1Structural1EU44-6 Canister.r3d] Page 18 R� C O R E O (\I E Company Core One Consulting USA Mar 26, 2019 M74 Designer FSZ 12:40 PM U s A Job Number 1902UO40 Checked By. X _ Model Name EU44 GAME FARM ROAD 0 Member Distributed Loads (BLC 92 : BLC 3 Transient Area Loads Continue _ Member Label _Direction Start _Magnihide I[ Wft,.F_,pt M40 1 X -9.093 19 _ M41A _ X _ _ -5.25 20 M42A X -9.093 21 M43A X -9.093 End Location in,"/o] -9.093 _ 0 - I 40 -.5..2 -- ----5 --1---- 18 -9.093 40 22 M45A _ 23 M46A 24_ _ M73 _ X - -9.093 -9.093 - 0--�-- - - X-5.25 -- -5.25 _ 0 - X _... _._ _21 -- - _ -21 _ u 0 40 I._ - 544 25 M74 X 1 -10.5 -10.5 0 54 26 _ M75 X _ -10.5 -10.5 0 54 27 M76 X 0 0 1 0 4 28 M77 X 0 0 0 4 29 M80 X 0 0 _ 0 4 30 M81 X 0 0_ 0 4 31 M82 - -- --X -28.687 -28.687 108 168 - 32 _ _M84 X -21 -21 108 168 33 M86 X _ -28.687 _ 28.687 108 _ 168 1 1 34 M89A X -7.957 -7.957 0 41.569 1 35I 36-- M90 --__ M49 X-7.957 ---X-- ___...-------- _10.5 -7.957 -10.5 0 0 41..569 36 37 38 M50 M51 - - X -..---- X --- -21 ------- -10.5 - -21 _ -10.5 0 0 _ 36 36 39.. _ M52 X -10.5 -10.5 0 D 36 _ 40 M53 - X -21 -21 0 36 141 M54 X 10.5_ -10.5__ 0 _ 36 I 42 M55 X _ -23.625 I -23.625 108 1168 Member Distributed Loads ML 93 : BLC 5 Transient Area Loads 5 6 Member Label --- Direction - Start Ma _g Ihide. Iblft F �t End_ Magnitude[Ib/f..Start Location in %j - End Locationjin,°/1 1 - M4 Z -2 -2 108 168 2 _ M17A Z -1 -1 0 --- 40 --40- - 3 M19 Z -1 -1 0 1 4 M20 Z -1 -1 0 40 5 6 M22 M19A _ Z Z -1 -2.732 ---u _1 0 ---2.732 108 _40 --- 168 7 M20A Z -.866 -.866 i 0 18 F8 M21A Z -.866 -.866 0 18 9 M22A Z -.5 -.5 0 40 10 M23A Z _ -.866 _ -.866 0 18 11 M24 Z -.5 -.5 -.5 0 0 40 40 12 M25 Z 1 -.5 13 14 1 - _ M27 M28 Z --- Z -.5 -.866 -- _5_ -_ --.866 - 0 --- 0 ----- 40 --- 18 I 15 _ M37 Z -2.732 -2.732 1 108 168 . 16 M38 Z -.86£ -.866 0 18 17 M39 _ Z -.866 -.866 0 18 18 M40 Z _ __.._... -.866 _ -.5 _ 0 0 0 40 18 I 40 _ _-.5-.5 19 M41A Z -.866 _.._.- 20 _ M42A Z -.5 21 _ M43A M45A M46A-- -- Z_ Z Z - - _ _ -.5 J -.5 -.866 --------- _ -.5 0 _ 40 22 26_ -.5 0 40 -=.866_ D 18 RISA -3D Version 17.0.2[CA ... 1...1...1...1...1...1... 1...1...1EU44 - SA - RT1Structura11EU44-6' Canister.r3d] Page 19 C O R E O N E Company : Core One Consulting USA Mar 26, 2019 U S A Designer Job Number FSZ 1902UO40 12:40 PM Checked By. M77 M78 - M79_ Model Name EU44 GAME FARM ROAD -1 Member Distributed Loads (BLC 93 : BLC 5 Transient Area Loads�(Continued) Member Label Direction Start Maonituderlb/ft.F.osfl End Mao nituderlbh..Start Locationrin.°/sl End Locationrin%1 24 25 26 ---M76 M74_ M75 Z Z _ Z -1.73_2 -1.732 0 -1.732 -1.732 0 U _tt 0 -_ 54 54 - -4 -- 27 _ 28 29 M77 M78 - M79_ Z Z- - - Z 0 0 0 -1 0 4 _0 _ 0 0 4 0 0 4 30 M80. Z 0 0 0_ 4 31 -- - M81 Z ------- _ 0 0 0 4_ 32 M62 Z -2.732 -2.732 108 168 33 M84 _ Z _ Z -2 -2.732 _ -2 -2.732 108 108 168 168 34 M86 35 M89 Z -.875 -.875 0 41.569 36 M89A Z -.438 -.438 041.569 040 37 33 M90 M49 Z - Z -.437 ] -1.732 - -.437 --- -1.732 0 0 _ 41.569- 36 39-_- M5'1 Z -1.732 -1.732 0 - 36 40 M52 Z -1.732 -1.732 0 36 41 M54 Z 1-1.732 -1.732 1 0 _ _ 36 -..-.----- - --z----i-- - - ------ ---- _ - - 42 _ M55 -2.25 -2..2525 108 168 � Member Distributed Loads (BLC 94 : BLC 6 Transient Area Loads) Member Label Direction Start Maanitude[Ib/ft,F,tx-jf _ End Mag nitude[lb/f.. Start Location in %. End Location b % _ 1 M4 X -2 _ -2 108 168 2 M15 X -1 -1 0 18 3 M17 X 1 -1 -1 0 1 18 4 - M18 _ X -1 -1 0 18 5 M23 X -1 -1 0 18 6 -- _ M19A -- - X _ __.----2.732 -2.732 108 -__-.-168 7 M20A X -.5 -.5 0 18 8 M21A X -.5 -.5 0 18 9 M22A X -,866 -.866 I _ 0 40 10 M23A X -.5 -.5 0 18 11 M24_ X -.866 -_866 040 12 - M25 X _ _ -_86 - 6 -_ -_866n _ - An I 13 14 10 16 1 Mof M38 X -e.1 JL -.5 Y./1= -.5 IVO 0 100 _ 18 17 M39 X -.5 -.5 0 18 18 M40 X -.866 -.866 0 40 19 20 M41A M42A X X -.5 -.866 -.5 -.866 0 0 18 40 21 M43A M45A X X - -.866 -.866 -.866 I -.866 0 0 40 40 22 23_ M48A X -.5 -.5 I Q 18 24 25 26 -- M73-- M74 M75 X - X X -2 -1 - -1 -2 - -- -1 -- -1 0 ---0 -J54 0 54.-�J 1 54 2/ M76 I X -0 1 0 0 4 28 .:. M77 X _ � 0 0 �7 29 .- --M80 _ X _ 0 - _- - 0 _- - 0 -4_- RISA-3D Version 17.0.2[CA ... 1...1...1...1...1...1...1...1...1EU44 - SA - RT1Structural1EU44-6 Canister.r3d] Page 20 - OI E ®� f Company Core One Consulting USA Mar 26, 2019 0 f L. 1 V l I U S A Designer Job Number FS,Z 1902UO40 12:40 PM Checked By. • 1� -2.732 Model Name EU44 GAME FARM ROAD _3_1 l 32 Member Distributed Loads (BLC 14: BLC 6 Transient Area Loads) (Continued) MPmhar Lahel Direction Start Mannitudeflh/ft.F.osfl End Mao nitudeflbN..Start Locationfin.0/a1 End Locationfin %l Member Distributed Loads (BLC 15: BLC 7 Transient Area Loads Mamhar I aha) Dirartinn Ctart Mannihidpfih/ft. F mfl End Mnnnihuleflhff Start I nratimfirrt0/1 Fnd I nnatinnnn%1. 1 M20A X 0 0 0 4 2 3 4 5 _ 6 J __-- 7 M82 X -2.732 1� -2.732 108 168 _3_1 l 32 M84 M86 - X -- X _ --- -2 -2.732 -2 -2.732 108 108 �E 168 168 _33 34 M89A X -.758 -.758 0 41.569 35 '._ M9_0 X -.758 -.758 0 41.569 36 M49 X -1 -1 0. 36 37 M50 X -2 _ -2 0 _ 36 38 M51 X -1 -1 0 36 39 M52 X -1 _ -1 0 36 40 41 A9 1 M53 M54 Mfiri X X X -2 -'11 -9 9Fi _ -2. -1 1 -725 1 0 0 1f18 36 36 1 R Member Distributed Loads (BLC 15: BLC 7 Transient Area Loads Mamhar I aha) Dirartinn Ctart Mannihidpfih/ft. F mfl End Mnnnihuleflhff Start I nratimfirrt0/1 Fnd I nnatinnnn%1. 1 M20A Y_ -J.V 7 -14.674 0 o.0 2 3 4 5 _ 6 J __-- 7 _ M21A M22A M22A M22A ._ M22A _._ M22A _ _ Y Y Y _ Y Y � Y _-14.674 _ -14.658 -1_8.228_ _ -17.557 -18.021 _ _17.512...._..__. -12.247 _ J I_ -14.658 _ -17.557 __ -18.021 -17.512 -�---12.247 _ -4.335 4.115e-5 _17.981 4 11.2 ` 18.4 1 11.2 18.4 25.6 -- 25.6 '� _ 32_8 32.8 40 _ 8 M23A Y- 1 -3.01- -10.904 0 3.6 9 _ M23A _ Y -10.904 _ -16.447 __. ._.. -._ 3.6 7.2 10 M23A Y-16.447 -15.173 7,2 10.8 11 M23A Y - -15.173 -10.538 10.8 14.4 12 M23A Y -10.538 -7.008 14.4 18 13 M24 Y -3.034 -12.218 0 7.2 14 Y -12.218 -15.958 7.2 14.4 '15 -.M24 M24 Y -15.958 -13.101 14.4 21.6 16 M24 Y -13.101 -14.372 21.6 28.8 17 18 _ 19 20 M24 M25 M25 M25 Y - Y - --- Y Y -14.37_2 -3.03'3 -12.217 -17.764 -20.925 - - -12.217 -17.764 -14.908 28.8 I ----._0 _ -. 7.2 _ 14.4 36 7.2 14.4 21.6 21 M25 Y -14.908 -14.377 21.6 28.8 22 23 M25 M27 Y Y -14.377 -18.215 -20.939 -17.552 28.8 4 36 I 11.2 - nA wlnl V A7CCn C dn4n , n 25 M2_7Y -16.210 -15._7_11 18.4 _ _ 25.6 9c-; 1 AA97 _! -.._Y .._.._.__-1 A 711 1.19 9d7 ---� - - 9.r, F 39 A -- LYS MLD r -J.V 7 - I u.Uu*r u o.0 29 M28 Y -10.904 -16.447 3.6 7.2 30 , M28 Y -16.447 _._-15.173 7.2 �-, 10.8 _- 31 M28 Y -15.173 -10.538 10.8 14,4 32 M28 Y -10.538 -7.008 14.4 18 34 M89 Y 1 -4.335 1 -4.33..5 0 1 6.001 _! 35 M90 Y 1 -4.294 -4.294 35.528 41.569 RISA -3D Version 17.0.2[CA ... 1...1...1...1...1...1...1...1...1EU44 - SA - RT1StructuraI\EU44-6 Canister.r3d] Page 21 '� (� Q R - C O Company Core One Consulting USA Mar 26, 2019 • 1 j U S A Designer Job Number FSZ 1902UO40 12:40 PM Checked By. M17A Model Name EU44 GAME FARM ROAD Member Distributed Loads (BLC 15 : BLC 7 Transient Area Loads) {Continued) M15 37 Y Y Start _Maunitude I[b/ft,F,gsfL_._ End Mz -14.658 r _ _._-1 18 %1 3i3 I M1 /A I Y -15.219 -1 f.to1 1 4 ! 11.1 39 M17A I Y -17.552 18.4 40 M17A Y _ -18.021 _-18.021 -17.512 _11.2 ! 18.4- ^ 25.6 41 M17A Y -17.512 -12.247 f 25.6 32.8 42 M17A Y -12.247 _ -4.336 32.8 40 43 M18 Y 1 -3.01 -10.904 0 3.6 44 M18 Y -10.904-16.447 3.6 7a2 45 M18 Y -16.447 _ -15.173 7.2 10.8 46 M18 Y -15.173 1 -10.538 10.8 14.4 47 _ M18 Y -10.538 -7.008 14.4 18 48 M19 Y -3.033 -12.217 0 7.2 49 M19 Y -12.217 -15.958 7.2 _ 14.4 0 M19 Y -15.958 -13.101 14.4 21.6 152f M19 YY -13.101 -'14.377 21.6 28.8 M19 Y -14.377 -20.'939 28.8 36 53 M20 Y -3.0.34 -12.218 0 7.2 54 _- M20 --- -- Y _ -- -12.218 1 -17.766 7.2 14.4 55 r 56 M20 M20 _- - Y - Y - --- =117.765 - -14.908 14.908_ 1 -14.372 -_ 14.421.6 21.6 - _ --28.8 - 57 M20 Y -14.372_ -20.925 28.8 36 58 _ -M22 - Y - - - -18.228 -- -17.557 -- 4 _-- 11.2 1 59 M22 Y -16.22 1 11.2 18.4 _ 60 M22 Y _-17.557 -16.22 -15.71 18.4 _ 25.6 M22 Y -15.71 -12.247 25.6 32.8 -.61-1 - 62 1 63 M22 M23 Y Y _-12.247...__.__...._ -3.01 -4.335 .. _-_32.8__- -10.904 0 40._-_ 3.6 64 M23 Y -10.904 -16.447 3.6 7.2 65 ' M23 Y -16.447 -15.173 7.2 10.8 66-- M23 Y -15.173 -10.538 10.3 67 - M23 _ -Y 1 -10.538 -7.008 14.4 -14.4 _ 18 68 M73 Y_ -4_.167 _ -4.167 36 54 69 M89A --- - Y -4.294 -4.294 - ' 35.528 41.569 M90 Y -4.335 -4.335 0 6.001_ _70 _ 71 _ M38 _ Y -14.658 _ -14.658 4.115e-5 18 72 M39 Y -14.674 -14.674 0 17.981 73 74 M40 M40 Y Y --18.216 -17.552 -17.552 -1 13.021 4 11.2 11.2 18.4 75M40 Y =18.021 -17.512 18,4 25.6 ___ 767- M40 Y _ -17.512 -12.247 - 25,6 32.8 M40 Y -12.247 -4..336 1 32.8 40 _77 78 M41A Y -3.01 -10.904 0 _ 3.6 79 M41A Y -10.904 -16:447 3.6 7.2 80 M41A Y -16.447 -15.173 7.2 10,8 81 M41A Y -1&173 AMU 10.8 14.4 82 M41A _ Y -10.538 -7.008 14.4 1 118 83 - M42A Y -3.033 -12.217 0 7.2 _ 84 88 86 M42A _ M42A M42 Y _ Y Y 1 _ -12.217 -15.958-13.101 -13.109 -15.958 -14.377 7.2 14:4 14.4 _ _ 2^1.6 21.6 28.1 87 1 M42A Y -14.377 _ 1. -20.939 1 28.8 1 36 � RISA -3D Version 17.0.2[CA...1...1...1...1...\...1...1...1...1EU44 - SA - RT\Structural\EU44-6 Canister.r3d] Page 22 Member Distributed Loads (BLC 15: BLC 7 Transient Area Loads) (Continued) Member Label Direction 88 ; --- M43A - - -- Y - - Start Magnitude (lt/ft,Fpsfj -3.034 Mar 26, 2019 12:40 PM Checked By. End Magnitude[IbUStart Location in,%1 End Locationlin% T- - -12.218 0 7.2 r- 89 90 C O R E O N E Company : Core One Consulting USA -17.76,E -14.908 7.2 _ 14.4 Designer FSZ M43A C- U S A Job Number 1902UO40 1 21.6 28.8 Model Name EU44 GAME FARM ROAD Member Distributed Loads (BLC 15: BLC 7 Transient Area Loads) (Continued) Member Label Direction 88 ; --- M43A - - -- Y - - Start Magnitude (lt/ft,Fpsfj -3.034 Mar 26, 2019 12:40 PM Checked By. End Magnitude[IbUStart Location in,%1 End Locationlin% T- - -12.218 0 7.2 r- 89 90 M43A M43A Y_ Y - 2.218 _ _ -17.765 -17.76,E -14.908 7.2 _ 14.4 14.4 21.6 91 M43A Y -14.908 -14.372 1 21.6 28.8 92 M43A Y -14.372 -20.925 28.8 36 93 _ M45A Y 1 -18.228 -17.557 4 11.2 94 M45A_ , Y -17.557_ -16.22 _ 18.4 95 96 97 M45A M45A M45A Y Y Y _ -16.22 -15.71 -12.247 -15.71 -12.247 i -4.335 _11.2 18.4 25.6 32.8 _ 25.6 32.8 40 98 M46A Y -3.01 -10.904 _ 0 3.6 99 M46A Y -10.904 -16.447 3.6 7.2 1 10.8 100 M46AY -16.447 101 _ M46A _ Y _ -15.173 _-15.173_7.2 -10.538 _ 10.8 _ 14.4 102 M46A Y -10.538 -7.008 14.4 18 1031 M74 Y -4.167 -4.167 36 54 1041 M88 1 Y -4.294 -4.294 35.528 41.569 11051 -- -M89A ---- ---�------Y- 1 _ -4_335------ 1 - -4.3.35-- --------0 -----I 6.001 Member Area Loads LC 1: Self Weight) Joint B Joint C Joint D Direction Joint A _ Joint B Joint C Joint D Direction Distribution Ma nitudelpf,L_ 1 I N23A N22A N19A 2 N33..� ] - N34 - -- N37 N20 Y Two Way ' -36 N36 Y Two Way ! -36 _3 N22 N25_ _ N26 N23 Y Two Way -36 Member Area Loads (BLC 2: Wind Load AZI000) --- Joint A Joint B Joint C Joint D _ Direction Distribution Magnitude[ sit N41 OA N408 N409A N41 IA Z Ogen Structure 1 -63 Member Area Loads (BLC 3: Wind Load AD 090) Joint A _- Joint B Joint C -._ .__ Joint D Direction _ Distribution _ . Magnitude[pss _____ 1 N408 N412A N413A N409A X Open Structure -63 Member Area Loads BLC 5: Wind + Ice Load AZ/ 000) Joint A Joint B Joint C Joint D Direction Distribution Ma9nitude[mg N41 OA I N408 N409A N411 A z Open Structure 1 -6 l Member Area Loads (BLC 6: Wind + Ice Load AZ/090) Joint A Joint B Joint C Joint D Direction Distribution Magnitude .. a N408 N412A N413A N409A X Open Structure -6 Member Area Loads (BLC 7: Service Live 1 Joint A Joint B Joint C Joint D Direction Distribution Ma nitude LrA 1 I N22A N19A N20 N23A Y Two Way -25 N23N26N25 N22 -Y _TwoW�.-.- I2d N34 N37 N36 N33 J Y Two Way _�--25 _25 RISA -31D Version 17.0.2[CA ... 1...1...1...1...1...1...1...1...1EU44 - SA - RT1Structura11EU44-6' Canister.r3d] Page 23 'r COREONE Company U S q Designer Job Number 0 Model Name Core One Consulting USA FSZ 1902UO40 EU44 GAME FARM ROAD Mar26, 2019 12:40 PM Checked By. Member Point Loads (BLC 1: Self Weight) Member Label Direction Magnitude[lb,lb-M Locationjin,0 . 2 M55 - -- —Y - -50.45 0 3 M55 Y Y Y -48.8 -43 -50.7 0 48 48 _ 4 M55 5 M55 6 7 M55 M55 _ Y_ Y -18.45 -45.5 48 48 8 M55 Y -8 48 _ 6 M55 Y M55 Y Y -33.05 -50.4-5 70 70 10 M55 11 _ M55 Y -48.8 70 12 —_ M55 _ Y - Y _ -43 -50.7 _ 48 — 48 -13 M55 14 15 15 M55 M55 -- - M55 Y Y - Y -18.45 -45.5 -8 48 48 -- 48 Member Point Loads BLC 4: Ice Weigh MAmhar I ahpl throe- inn Mnnnifiviorlh Ih ftT 1 041 1 M55_ Y -5.549 0 —_--_ 0 2 — M55 ——.__ Y —. - --- -7.173 _ — 3 M55 Y -7.173 0 4 T M55 Y -6.178 48 5 _ M55 _ _ Y -6.178 -4.526 _ _ _ 48 48 _ 6 M55 Y 7 M55 Y _ -5.923 48 �. 8 M55 Y � Z ---- Z Z 48 ------ 9 — ---- M55 _ . .,—..___. Y ._.. ----_-4.191— -...-- --- i -5.549 ------ _ 70 1 10 M55 Y -7.173 70 11 1 M55 _ Y -7.173 70 12 M55 Y -6.178 48 13 _ -------M55 M55 Y 48 � 14 15 _ 16 _ M55 M55 Y ----_- Y Y --6_178 ----- -4.526 _--- -5.923 _ -4.191 ------ 48 I 48 ' 48 Member Point Loads (BLC 8: Seismic Load AD 000) Mamhar I ahel rlirPrtinn Maoniti riarlh Ih ftl I nrtotinnrin 0/1 1— _ l 2 3 M55 _ M55 M55 Z _ Z Z -9.585 -14.631 -14.152 0 0 48 4 M55 Z -12.47 � 5 M55 Z —____.•_—.14.703--- -- 48 -- 48 6 M55 Z -5.351 _ 7 _ M55 Z _ -13.195 _ 48 8 M55 I Z -2.32 48 -9 Z -9.585 70_ _ 10 -- ---- 11 _ _ 12 _M55 _ M55 --------- _ M55 M55 � Z ---- Z Z _ -----14.631 � 70 _ 70 48 -14.152 1 -12.47 RISA -3D Version 17.0.2[CA...1...1...1...1...1...1...1...1...1EU44 - SA - RT1Structural1EU44-6' Canister.r3d] Page 24 P-� Company : Core One Consulting USA Mar 26, 2019 C O R E7� N E Designer FSZ 12:40 PM ddfk - U S A Job Number 1902UO40 Checked By-_ • Model Name EU44 GAME FARM ROAD Member Point Loads BLC 8: Seismic Load AD 0001 (Continue _ _..... Member Label Direction Magnitude Ib Ib -ft -__ Location in Zo]_- 13 M55 Z -14.703 48 14 M55 _ _ Z -5.351 - 48 15 M55 Z -13.195 _ 48 16 M55 Z -2.32 48 M 19A M84 17 2 -193 _ %50 18 Z -_ -193 ! %50 _ Member Point Loads (BLC 9: Seismic Load AZl 090) - Member Label Direction Maoitude[lb,lb-ft] Location[inN _ 1 1 i 2 M55 M55 ----- X X ---- -9.58_5 _ - -14.631 -.- 0 - 0 --- - 3 M55 X; -14.152 0 4 M55 X -12.47 48 5 M55 X _ -14.703 48 6 _ M55 X -5.351_ 48 7 M55 X - -13.195 _ - _ 48 8 ------ M55 X -2.32_48 2.117_ 1-9 M55 X -------9.585 _ _ 70 11 M55__- X min . 70 11 _ _ 12 M55 M55 X X _-.-14.631 _ -- -14.152_ -12.47 - 70 48 13 _ 1 14 -- M55 _ M55 - X _ _ X _ - - ---=14.703...... - -5.351 ----- 48 48 15 . M55 X-13.195 46 16 M55 --- -- X -2.32 _ i 48 17 --- M37 X -193%50 1 18 M86 X --- _ -193 - _ I %50 Envelope Joint Displacements Joint X fin] LC Y 6n] LC - Z [i 1;_ --. LC X Rotation [... LC Y Rotation i... LC Z Rotation.[... LC RISA -3D Version 17.0.2[CA...1...1...1...1...1...1...1...1...1EU44 - SA - RT1Structura11EU44-6' Canister.r3d] Page 25 N3_ max. .003 48----- .003- 20 0 20 1.399-03 i 39 1.051 a-04 23 6.169e-04 5 --- 2 - _ ._.._.- r min -.003 17 1 -.022 391 0 39 1.0159-04 20 -1.042e-04 17.-6.17e-04 48 3 N4 max 2.887 11 .017 20 2.117_ 45 2.3279-02 39 1.799-02 23I 1.979-02 11 4 min . -2.878-:- 5 -.046 39 -2.163 39 -2.273e-02 45 -1.751e-02 16 -1.965e-02 i 5 - N22 max .003 48 .052 181. .011 20 4.067e-03 24 4.479e-04 48 7.341 a-04 18 6 min, -.003 17 -.292 49 -.01 �J 39 -1.039e-02 43 1 -1.649e-04 1 16 -6.992e-03 149 _._ 7 N23 max .003 23 .028 122 .011 20 . 3.216e-03 16 1.549e-04. 22 8.386e-03.1 41 8 min -.003 42 -.269 41 -.019 39 -9.2s8e-03 .47 -4_•199e-04 41 -8.706e-05 22 9 N24 I max 0 73 0 J 73 0 731 0 73 0 73 0 73 10 min it 1 0 1 0 1 0 1 0 1 0 1 11 N25 maxi 0 21 -.089 67 .011 20 4.036e-03 24 4.872e-05 24 -2.9e-03 16 12 min 0 40 -.265 49 39 -1.025e-02 43 -3.1038-04 43 -8.85e-03 49 1 13 N26 max 0 50 -.085 71 _ _-.019 .011 20 3.218e-03 16 3.245e-04 47 41 14 min 1 0 19 -.263 40 -.019 39 -9.172e-03 47 -7.206e-05 _8.729e-03 16 2.84e-03 71 15 N27 max .003 48 .003 20 0 18 1.39e-03 39 1,051 a-04 23.6.169e-04 5 16 min -.003 17 -.022 39 0 49 1.015e-04 20 -1.042e-04.17 -6.17e-04 48 17_- N28 max - _ 0..._._,-. 73 _ 0._- 73 0 73 0._._ 73 0 73 0 '18 _ min 0 1 0 1 - 0 1 0 1 - __ 0 _ -_ 1 0 _73 1 19 _ N29 max. .003 48 .003 20- 0 2`2 1.39e-03 39 1.051e-04.23 6.169e-041 5 20 min --003 17 1 -.022 39 41 1.015P-Odi 2n -1.042e-04 17-t'i_17P-nd I AA RISA -3D Version 17.0.2[CA...1...1...1...1...1...1...1...1...1EU44 - SA - RT1Structura11EU44-6' Canister.r3d] Page 25 EO C Company Core One Consulting USA Mar 26, 2019 CO •. C E Designer FSZ 12:40 PM r rL=� U S A Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Envelope Joint Dislacements Continued _..._ Joint X [in LC. Y LnL LC__ 21in] LC X Rotation [... LC Y Rotation L. LC Z�Rotation�... LC 21 N30 maxi 0 1731 0 1731 0 73 0 731 0 173 0 731 22 ' min 0_ 1 0 1 0_ 1 0_ 1 0 1 0_ 1 23 N 15 max 0 23 -.017 63 0 45 7.997e-04 57 1.249e-06 67 8.019e-04 54^ 24_ min 0 17 -.034 33 0 14 -7.571e44 51 1 -1.968e-06 49 -7.987e-04 1 601 25 _ N15A max .001 21 .004 241 .003 9 2.537e-04 22 11.137e-04 14 16.782e-05. 25. 26 min -.001 40 -.023 43 -.002 15 -1.001e-03 41 -1.144e44 20 -1.36e-03 44 27 N 16 max 2.507 .48 .02_ 24 2.588 8 1.848e-02. 39 2.652e-02 14 2.387e-02 48 28 min -2.525 42 _ -.049 43 -2.576 39 � 4.869e-02 8 -3.0459 02 20 -2.4299-02 42 29 N 19A _ max .01 23 .027 22 .01 _ .. 43 13.2319-03122 4.251 a-04 41 9.351 e_03 46 30 min -.016 43 -.27 41 -.006 24 -7.599e-03 41 -1.687e-04 22 -2.452e44 15 31 N20 max' .011 24 .053 14 .011 44 7.574e-0"3 40 1.543e-04 14 8.062e-031 _ 39 32 min -.018 43 -.29 45 I -.007 25 2.5489 03 68 -4•3989-04 45 -0.399e-m 20 33 N21 max 0 73 173 0 73_ 0 73 0 1 73 0 73 - 34 _ min _. _._0 .-_ _ _0 0 1 0.-.�.-1 I 0 1 _ 0 F 1 0 1 35 N22A - -- max .01 24 -.086 71 _01 _ 43- 6.125e-04 22 6.674e-051 16 1 1.13e-02 47 36 min -.016 43 -.259 41 -.006 24 i -7.836e-03 140 -3.118e-04 47 -7.339e-04 15 37 N23A max .011 24 -.086 25 ,01 43 1.186e-02 39 1639e-041 39 1 5A5e-03 138 38 - _.._._..__--.._ min_! _...-.018_ 43 -_ .271 44 -.006 24 1.648e-03 2,537e-04 -1.001e-03 0 20 22 41 73 -8.695e-05 120 1,137e-04. -1.144e-04 0 _-5.744e-03 14 6.782e-051 20 -1.369-03144 73 0 8 25 73 39 N24A maxi 002 21 .003 24 .002 9 40 _ min -.002 40 -.023 43 1 -.002 ! 15 N25A max 0 73 0 1731 0 173 41 42 min 0 1 0 1_ 0 1 0 1_ 0 1 0 1 I 143 N26A max 1001 1 21 .004 24 .003 9 2.537e-04 22 1.137e-04 14 __ 6.782e-051 25 44 l min -.001 40 -.023 43 -.003 15 -1.0019-03 41 -1.144e-04 20,-1.36e-031 44 , 45 N27A max 0 731 0 731 0 73 fl 73 0 73 0 73 46 _ min 0 1 0 1 0 1 ._ 0 1 0 1! 0 1 47 N29A max .002 13 .004 16 ,003 .44 3.985e-04 18�1A13e-04 19 1.323e-03 46 48 min -.002 19 -.023 47 -.003 25 -1.119a-03 49 -1.393e-04 25 -1,9789-05 15 4.9 N30A max 2.817 48 .021 16 2.589 8 .1.849e-02 _ 39 3.657e-02 19 2.408e-02 48 50 min -2.751 42 -.049 47 -2.576 2 1 -1.867e-02 8 -3,69e-02 24 -2.3189-02 42 51 -- N33 ---.._._.._...._.-... max ---- .017 ----------------- 47 - .051 .__...__..._........__ 14 .._.._._........ .01 - --- --..__ 46 7.363e-03 _.__......__....- 49 4.237e-04 . ......... 44 6.915e-03 ---......__._........ 19 ..._.. 52 min -.011 16 -.297 1441 -.007 15 2.46e-03 70 -1.612944 14 -7.491e-03 50 53 N34 - - max _.018 48 .05_5 118 .01 47 4.65e-03 18 1.652e-04 18 6.638e-04 24 54 min .012 17 -.291 1491 -.006 16 -8-353e-03. 49 -4.498e44 4,9 -1..056e-02 43 55 N35 max 0 73 0 73 J 0 73 0 73 0 73 0 73 56 _ min 01 0 1 0 1 0 1 0 1 0 1 57 N36 max .017 47. -.085 14 .01 47 1.139e-02 50 9.321e-05 20 6.266e-031 44 58 _ min _-.011 16. -.262 4.5 -.006 16 1.331e-03 19 -3.379e-04 39 -5•232e-03 25 59 N37 max 018 47 -.087 18 .011 47 1.444e -W 18 3.6319-04 43 1.402e-03 24 60 : min -.011 16 _ -.271 _ 49 . -.007 16 -8•355e-M 49 -9.21e-05 24 -1.302e-02 43 61 N38 I max .001 50 _ .004 16 .003 44 3.985e-04 18 1.413e-04 19 1.323e-03 46 62 min 1 -.001 19 -.023 47 -.003 26 -1.119e-03 49 -1.393e-04 125 -1.9789-05 15 63 N39 maxi 0 73 0 73 0 73 0 73 0 73 0 73 64 min 0 1 0 1 0 1 ._ 0 1_ 0 1 0 1 65 N40 max .002 13 004 16 .003 44 3.985e-04 1-B 1.4139-04 19 1.323e-03 45 66 min -.002 19 -.023 .47 -.002 25 -1.119e-03 40 -1.393e-04 25 -1.978e-05 15 67 N41 max 0 73 0 73 0 73 073 0 73 0 73 68 min 0 1 0 1 0 1! 0 1 0 1 0 1 69 N41 max .007_ 48 .071 22 8 -4•685e-04 22 2.06e-04 50 6.936e-03 41 70 min -.008 43 -.103 41 _.009 -.01 j 39 -. -3.9889-03 141 -2.081e-04 44 8.376e-04 22 71 N42 max 1 2.814 11 .075 22 2.588 _8 1.849e-02 2 3.654e-02 19 1.831 a-02 11 77 1 min I _7 S2d4 r. I _X1/17 1 d1 1 _7 A79 4a _1 Arch -19 I A I -A AA7a-19 I 7d i -1 A79a-19 i r RISA -3D Version 17.0.2[CA...1...1...1...1...1...1...1...1...1EU44 - SA - RT1Structura11EU44-6 Canister.r3d] Page 26 Mar 26, 2019 12:40 PM Checked By. Envelope Joint Displacements (Continued) Joint X [n] LC Y [n] LC _ Z [in]__ LC, X Rotation ... LC Y Rotation [... LC Z Rotation ... LC /J C O R E i' -'i (� 1 F Company Core One Consulting USA 40 UOU . 14 �,J' v Designer FSZ L.0/4e-U4. 4L MMUUe-U01 Lai c - U S A Job Number 1902UO40 -.012 42 . Model Name EU44 GAME FARM ROAD Mar 26, 2019 12:40 PM Checked By. Envelope Joint Displacements (Continued) Joint X [n] LC Y [n] LC _ Z [in]__ LC, X Rotation ... LC Y Rotation [... LC Z Rotation ... LC /J I1440 max i U IL 40 UOU . 14 UUO t 40 0.4U%)e-U3 140 L.0/4e-U4. 4L MMUUe-U01 Lai I. 74 8.86e-03 min -.012 42 . -121 45 006 14 4.785e-04 14 -2.553e-04 48 -1.825e-04 42 _ 1 75. _ N46 max 2.743 48 .094 -..1 141 3.063 8 1.446e-02 2 f489e-02 23 2.256e-02148 48 2.587e-02, 5 76 i min -2.713 42 -.122 45 -2.988 2 -1.526e-02 8 -1.756-02. 16 -2.2298-02 42 77 N49 max .009 48 .09 185,. _ .01 46 -2.453e-04 18 2.643e-04 47, -3•635e-04 181 78 -1.137 min -.008 5 -.121 49 -.01 40 -4.177e-03 49 -2.478e-04 40 -7.215e-03 49 79 _N50 max 1 3.125_ 11 .094 18 2.589 8 .1.85e-02 2 .2.65le-02 14 1.836e-02 11 1 80 -.034 min -3.068 5 -.121 40 -2.575 2 -1.862e-02 8 . -3.043e-02 20 -1.774e-02 5 81 N47 max .011 48 .031 14. .006 43 8.282e-03 45 2.327e-04 15.5.576e-03 17 39 82 0 min -.012 42 -.11 45 - 006 149 4.285e-04 14 -2.559e44 46 -2.249e-03 1 83 N48 max .011 48 .03 14 .006 47 8.608e-03 44 2.619e-04 44 2.186e-03 20 84 0 min J -.012 42 -.112 45 -.006 41 4.778e-04 25 -2.37e-04 25 -5.684e-03 39 85 N43 max_. .0_11 7.649e-04 54 114 18 .008 46 3.424e-03 18 2.192e-04 19 -2.2159-03 68 86 ^_-- -7.826e-05 min 011 -47---.032 41 -.111 49 _ -.007 - 40 -4.897e-03 49 -2.445e-04 50 -0.891e-03 5f) 87 N44 max .003 48 .031 18 .012 -.034 24 3.098e-04 48 1.654e-03 18- 8-88 88 i -- min -.003 17 -.111 49 -.012 - -40 -6.959e-03 143 45 -2.819e44 17 -7.622e-03 49 89 1 N45A max .00323 .021 22 1 .011 44 -8.728e-04 1 1512.461 a-04 23 6.977e-03 41 119 N60 min 1.003 .009 _ -.009 . 49 . _43 i_-.102 -.102 .021 22 : 41 .007 -.007 44 150 -6.562e-03 46 2.61e-03 i 22 - -4.118e-03 41 2.7278-04 2.595e-04 2.337e-04 42 40 21 -9.737e-04 :7.097e-03. 1 2..3e-03 170 22 39 _90 _ ___. 91 N46A max. _ 92 min 93 N47A max 2.602 11 .015 20 2.25 145 2.027e-02 45 8.875e-03 57 2.522e-02: 5 94 _ min -2.595 5 -.042 39 -2.304 39 -2.0759-02 39 -8.791e-03 51 -2.529e-02 11 95 N48A max 2.546 48 .017 24 2.383 8 _2.272e -O2 8 1.209e-02 46 2.354e-02 42 96 1691 1 min -2.571 42 -.044 43 _-2.369 39 -2.254e-02 39 -1.224e-02_ 19 -2.3236-02 48 97 N49A max 2.741 48 .018 16 2.382 8 2.272e-02 8 1.032e-02 68 2.48e-02 42 98 min -2.668 42 -.045 47 -2.369_1 2 -2.254e-02 39 -1.199e-02 i 24 -2•558e-02 48 99 ! N50A max' 2.5 22 2.382 81 2.267e-02 8 .1.031 a-02. 68 1 2.45e-02 100 . .__ min -2.535 .._11 .,_.T074 5 -.102 41 -2.369 - - 39 -2.2546-02 2 -1.1986-02 _ 24 -2.42e-02, __5 11E 101: N51 max 2.63648 .093 14 2.517 8 '2.538e-02 8 8.86e-03 57 12.459e-021 42 1021 min -2.607 42 -.122 45 -2.438 2 -2.4656-02 2 -8.7766-03 51 -2.487e-02 ' 48 103 -min.. N52 max 2.693 11 .094. 18 _ 2.382 8 2.266e-02. 8 - 1.21e_02 48 2.587e-02, 5 1041 -2.633 5 -.122 49 -2.369 2 -2.254e-02 2 -1.2256-02 19 -2.6428-02 11 1051 N53 max 1.136 160 -.018 63 L 1.126 57 9.203e-03. 57 1.585e-06 67 54 106 _ min -1.137 54 -.035 331 _ -1.115 51 -9.142e-03 51 . -2.412e-06 48,-9.27e-03 _9.273e-03. 60 1071 N54 max .012 60 -.017 63- .011__ 57 1.503e-03 57 1.585e-06 67 54 108 min -.012 54 -.034 33 -.011 63 -1.444e-03 51 -2.412e-06 48 _1.569e-03 1 -1.567e-03 60 109 N55 max .001 148 -.009 1691 0 20 8.892e-04 45 1.219e-04 17 7.138e-04 5 110 min -.001 17 -.037 151 1 0 39 -3•132e-04� 14 -1.2296-04 48 -7.138e-04 48: 111 N56 _ max _ .002 48 -.014 , 69 . .002 45. 0 73 6.929e-05 17 7.847e-04 54 112 min -.002 5 -.034 27 -.002 14 0 1 -7.0798-05 48 -7.8158-04 60I 113 N57 max .002 48 -.014 n .001 45 0 73 7.676e-06 17 7.649e-04 54 114 min . -.002 5 -.034 27 _ -.001 141 0 1 -7.826e-05 48 -7.614e-04 60 115 N58 max .002 48 -.013 69 .002 45 0 73 8.136e-05 17 7.64e-04 54 116 -.002 -.034 27 -.001 14 0 1 -8.281e-05 48 -7•6O5e-4 €0 _ 117 _ N59 _ __min max_ _ _ .003 _5 _ 48 -.014 69 .002 45 0 73 7.589e-05 17 7.819e-04 54 118 min _ 5 _ -.034 27 -.002 14-F 0 1 -7.7339-05 48 -7.786e-04160 119 N60 max _-.003 .006 60 _ -.015 69 .006 _ 57 . 0 73 4.823e-05. 60 9.515e -04i 54 120 _ min -.006 54 _ -.034 27 -.006 63 0 1 -4-804e-05 54 -9.496-04 60 121 N61- max 60 -.016 69 ,007 5.7 0 73 _ 5.0436.-05.60 1.014e-03154 122 min __, X007 -.007 54 _.._ -.034 27 -.007 63 . ._._. 0 1 -5.0458-05 54 -1.01 ie -03160 1231 N62 .007 60 -.016 1691 .007 57 0 73 2.862e-05 60 9.965e-04 54 124 _ _max. min -.007 __ 54 -.034 27 -.006 63 0 1 -2.872e-05 54 -9.9396-04 60 RISA -3D Version 17.0.2[CA...1...1...1...1...1...1...1...1...1EU44 - SA - RT1Structura11EU44-6' Canister.r3d] Page 27 O I� I Company : Core One Consulting USA Mar 26, 2019 I V Designer FSZ 12:40 PM S u S A Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Envelope Joint Displacements (Continued) Inint X finl I C: V finl I C: 7 rim I C: X Pntntinn f I C: V Rntatinn f I C: 7 Rntatinn r I C: 125 N63 126 127 N64 Amax 0006 min -.006 max .002 min i -.002 60 54 48 _ 5 -.016 -.034 -.012 =.035 . 69 27 69 511 .006 -.006 .002 -.002 57 63 451 1 14_L_-0 0 73 2.956e-05: 60 9.523e-04 54 0 1 -2.952e-05 54 -9.497e-04 60 0 73 9.376e-05 17 7.532e-04 54 0 1 73 -9•50ge-05 1.013e-04 48 17 -7•494e-04 60 7.346e-041 54 1291 N65 max .002 48 -.012 69' .001 1451 130 min -.002 5 -.036 51 -.001 1 141 0 1 1 1 -1.0268-04 48_1 -7.306e-04 60 131 1 N66 max .002 48 -.011 169 .002 45 0 73 [ 1.03e-04 .1 17 7.338e-04 54 132 _ min -.002 5 -.036 51 -.002 14 0 1 -1.043e-04 48 -7.298e-04 60 133 N67 max_ .003 48 -.012 i 69 .002_ 45 0_ 73 9.604e-05[ 17 7.537e-04 54 134 min -.003 5 1 -.036 51 -.002 14 _ 0 1 -9.7M1e-05 48 -7.5e-04 60 135: N68 max .002 48 -.017 69 .002 45 0 73 3.096e-05 17 -8.055e-04 54 136 min -.002 5 -.034 27 . -.002 14 0 1 -3.271e-05 48 -8.027e-04 60 137 N69 max .001 48 -.017 69. .001 45 0 73 3.985e-05 17 7.84e-04 54 138 _ min -.001 5 _ -.034 27 - 001 14 _ 0 1 -4•159e-w 48 -7.81e-04 60 139 N70 max .002 48 -.016 1691 .001 145 0 73 4.7e-05 17 7.872e-04 541 140 min -.002 5 -.034-1-2-7 -.001 14 1 0 1 -4-8698-05148 -7.842e-04 601 141 N71 max 1 .002 48 -.016 69 .002 45 0 73 4.101e-05 17 8.02e-04 541 142 _._-- min �. -.-002 5-.002_ 1.4 0 ^ ..1 -4.2689-05 48 -7.992e-04 60 143 N72 max[ .004 48' -.014 69 .004 57 0 73 5.5249-05 17 8.327e-04 54 144. _-. -- _-- _min._ ___-004_ . 5 -.034 _27 _- "_003 63. 0- _1 -5-672e-05 48 -8.298e-04 60 145 N73 max 003 48 -.014 69 , .003 57 0 73 5.854e-05 17 8.118e-0454 146, min -.003 5 -.034 27___-.003 _ 63 - 0 1 -6.0059-05 48 -8.089e-04 60 147 N74 max _ .003 48 -.014 69 27-.003 69 - 27 69 27 169 .003 .004 _-.004 0 0 0 _ 57 _ 63 � 57 _.63 - 20 39 45 0 - 0 0 _ _ 0 _- 8.328e-04 -6.957e-04 0 73 1 73 1 57 63 i 73. 6.6998-05 -6.844e-05 6.05le-05 -6.193e-05 5.94e-05 117 -6.1038-05 148 6.58e-05 17 8.036e-04 48 -8.0D5e-04 17 8.269e-04 48 -8_24e,-04 7.528e-04 -7.4899••04 17 7.698e-04 54 60 54 601 54 60 54 1 148 min -.003 5 -.034 _ 149 N75 max .004 48 -.014 150 min -_004 5 -.034_. 151 N76 max 0 48 -.015 152 min 0 17 -.034 153 N77 1 max_ .00148 48 -.015 -.001 5 -.034 27 --- 69 27 69 27 0--14 0 0 0 0 45 1 14 20 39 0 0 _ 0 8 q-941 -7.189e-04 -1 73 1 57 63 -6.742e-05 148 5.652e-05. -5.821e-05 4.634e-05 -4.805e-05 a.664e-04 _ 17 7.744e-04 48 _ -7.718-04 17 7.651 a-04 48 -7.614e-04 60 54 -6-0,- 54 60 15,5 N78 max 0 48 -.016 156 min i 0 5 -.034 157 N79 maxi 0 48 -.016 158 min 0 17 -.034 1 SO N80 max .001 48 -.014 69 0_ 8 0 73 8.473e-05 17 54 16() _ min -.001 5 -.034 27 0 2 0 1 -8.621e-05 48 _7.516e-04 -7.478e-04 60 161 1f,2 163 N81 N82 max min - max 0 0 0 48 17 48 -.014 -.034_ -.013 69 _ 271 69 1 271 691 0 0 0 0 0 20 3z3 20 39 8 8.338e-04 -6_663e-04 8.329e-04 -6.29se-04 0 57 63 57 63 73 7.128e-05 -7.2838-05 8.197e-05 -8.343e-05 - 9.35e-05 . 17 48 17 48 17 7.422e-04 -7.421e-04 7.382e-04 -7.38le-04 7.434e-04 5 48 6 48 54 164 min 0 17 -.034 165 N83 max .001 48 -.013 166. min -.001 5 -.035 51 0 2 0 1 -9.4928-05 48 -7.395e-04 160 167. N84 max .002 48 -.015 69 .002 l.- 0 73 5.496e-05 17 7.855e-04' 54 1 68j -min -.002 5 -.034 27 69 - 27 69 27 69 _-.002 .001 -.001 .002 -.002 .003 1 141 1451 14 45 14 . 57 0 0 173 _ 0 0 0 0 1 1 73.6.224e-05 1 713 '_ -5•659e-05 7.334e-05 -7.49e-05 -6.38'e-05 C 5.46e-05 117 48 -7.824e-04 17 7.669e-04 48 -7.634e-04 17 7.852e-04 48 -7.82e-04 8.055e-04 60 54 60 54 60 54 169 N85 _ max .001 48 -.015 170 min -_401 _ 5 -.034 171 N86 max .002 48 -.015 172 min -.002 5 -.034 173 N87 max .003 48 -.015 '174 min -.003 5 -.034 27 -.002 63 0 YT -5 48 -s•025e-04 60 1751 N88 max .002 48 -.016 [ 69 .002 45 0 . 73 5.108e-05 17 7.983e-04 54 176 min -.002 5 -.034 27 -.002 _ 14 0 1 1 -5.276-05 1 48 -7.953e-04 60 RISA -3D Version 17.0.2[CA ... 1..:1...1...1...1...1...1...1...1EU44 - SA - RT1Structura11EU44-6 Canister.r3d] Page 28 E i+1 {� I R O C Company Core One Consulting USA Mar 26, 2019 rCOR I_ 1 V f_ USA Des ign er Job Number FSZ 1902UO40 12:40 PM Checked By. 0 0 Model Name EU44 GAME FARM ROAD 1717.769e-4 48 -7.748-04 Envelope Joint Displacements (Continued Jninf X Gnl 1 R Y Gnl I (R 7 rinl I (` X Rrdntinn I 1( V Cinf�finn r 1 (` 7 Rnfnfinn r I( 177. 178. N89 max min 0 0 11 5 -.018 -.034 69 . 27 0 0 45 14 0 0 73 1 2.933e-05 1717.769e-4 48 -7.748-04 54 60 179 _ N90 max .001 11 -.017 63 _ -6---t45 _ 18.177e-04 ..=3.1138-0 57 1.277e-06 67 8.199e-04 54 180 204 min -.001 5 -.034 33 0 14 -7.714e-04 8.133e-04 -7.49e-04 63 57 63 -2.0828-06 1.66e-05 -1.84se-05 49 -8.168e-04 60 17 7.896e-041 54 48 -7.862e-04 60 _ _ 181 N91 max 0 23 -.018 69 0 20 1821 min 10 17 -.034 27 0 2 183. N92 max: 0.--- 48 5 _ -.016 -.034 ! 69 27 0 0 45 141 0 0 73 1 14.831e-05 -5.605e-05 17 7.783_e-04 48 -7.751e-04 54 60 _ 184 min - 0 1.85. 18fi 187 N93_. N94 max min max 0 0 .004 48 17 48- -.017 -.034 -.013 69 27 69 . 0 0 .004 _ 20 ; 39 571 8.231 a-04 =1.3658-04 0 57 63 73 3.207e-05 -3.388e-05 6.759e-05 17 7.774e-04, 48 : -7.738e-04 . 17 ;8.116e-04 54 60 54 1881 N 104 min 1 -.004 5 1 -.035 151 F -.003 631 0 1 -6.898e-05 48 -8.086e-04 60 1891 N95 maxi .004 48 -.013 64 .004 57. 0 73 6.871e-05 17 8.127e-04 54 17901 2_09 2101 211 212 213 - -.004 5 -.035 151 -.003 63 0 1 -7.007e -o5 1 48 -8.097e44 60 ---min 191 1 192 N96 max min -.005 -.005 48 5 _ -.013 _ -.035 69 .__._.004 51 -.0044 _ - 571-_0 T63 0 73 1 6.21e=05.1 17 8..289e;04 1-�•346e-05 48T-8-2618-04 54 60 193 N97 max .002 148 _-.001 .002 -.011 69 .002_ 45 0 173 0 1.091 a-04 17 17.221 a-04 54 1 194 5. min . -_.002 5 -.036 51 -.001 14 0 14 1 -1.3059-04 195 N98 max] .002 48 -.011 69- .002 45 . 0 73 . 1.104e-04 - .. .............- 17 i7.208e-04 . 54 196 197 - N99 min L=.002 max .003 5 1 48 -.036 -.011 51 . 69 -.001. .002 14 . 145 - _ 0.. 0 .�..._� -1.1168-04 ........ 73 1.064e-04 48 , -7.191e-04 17 I7.323e-04 48 54 198 1991 N100 1 min max -.003 .001 5 48 -,036 -.013 51 1 69 -,002 0 114 20 _ 0 0 1 73 -1.076e -o4 1.014e-04 48 -7.283e-04 17 7.346e-04 60 5 .2001 0 1 min -.001 5 -.035 51 0 1391 0 1 1 -1.027e-04 48 -7.3468-04 481 s►1�>;■��`��>Ger.,��>_�f:■��tircar:�■��>_■.1�>e:;a��r�iT�■.-ra�:z«:r:��i`r�rsct�r�.�� 202 min U 1171 -.035 51. 0 39 -5•857e_-_04 63 -9.288"-05 48 -7.34e-04.48' _ 1203 N102 max .002 1 48 -.012 69 0 45 0 73 1.106e-04. 17,7.286e-04 5 204 _ min - -.001 5 -.036 51 -'.. 0 _ 144 ..-....__--- 0 1 -1.1188-04 48 -7.2868-04 48 205 N103 max 0 48 -.012 0 20 8.266e-04 57 9.986e-05 171 7.3e-04 5 206 min 0 17 -.036 _69 51 0 39 -5.331e-04 63 -1.012e-04 48 -7.2999.04 48 207 N 104 max 0 48 -.011 69 0 20 8.332e-04 45 1.071 a-04 17 7.26e-04 5 208 min 0 17 -.036 51 0 39 -0.7428-04 1083e-04 14[16 48 -7.2590-04 48 2_09 2101 211 212 213 N105 N 106 - N 107 max.4 .002 min l -.002 max .001 min 001 max .001 48 5 48 17 48 -.011 -.036 -.01 -.037 -.01 69 51 69 51 69 0 0 0 0 0 45 14 20 39 20 0 7335e-04 1 _ O _.1 -1.147e-04 _ 0 73 1.278e-04 0 1 -1.289e-04 8.711 a-04 45 1.181 a-04.17 17 7.229e-04 5 48--7.229e-o4 48 I _17 7.162e-04 5 48 1 -7.161e-04 48 7.179e-04 5 214. min. 17 -.037 51 0 39: -3.716e-04 14 -1.1928-4 0 48 -7.178e-04 48 _ 215 14108 _ max _-.001 .002 48 -.009 69 0 45 1. 0 73 1.295e-04 -17'7-.152e-04 5. 216 min -.002 5 -.037 51 0 14 0 1 -1.3059-04 48 -7.1528.04 48 ..217 _ _ N 109 max .003 48 -.011 6'9 _ .003 57 0 73 9.615e -0.a 17 7.547e-04 54 218 min -.003 5 -.036 _ 51 -.002 63 0 1 -9.738e-05 48 60 21:9 N110 _ max .002 48 -.011 69 0 45 0 73 1.207e-04 _-7.51e-04 17 7.21e-04 5 220 min -.002 5 -.037 51 0 14 0 1 -1.219e-04 48 -7.209e-04 48 221 N111 _ max .001 48 _ -.01 69 0 20 8.519e-04 45 1.131 a-04 17 7.219e-04 5 222 min -.001 17 -.037 51 0 39 -.259e-04 14 -1.143e-04 48 -7.218e-04 481 223 _ N112 max .001 48 -.01 69 _. _ 0 20 0 73 1.255e-04 17 7.167e-04_ 5 1. 224 min -.001 5 -.037 51 0 2 0 1 -1.266e-04 48 -7.167e-04 , 48 2_25 1226 227. _ 2,28 _N113 N114 _ max min max. min .002 _ -.002 .002 -.002 48 5 48 5 -.01 _ _ .037 -.01 -.037 69 51 69 51 .001 -.001 .001 -.001 45 14 45 14 0. 0 0 0 73 1.175e-04_. 1 -1.187e-0448 73'1.202e-041 1 -1.213e-04 17 17 48 7.178e=04 -7.1788-04 7.154e-04 -7.154e-04 5 48 5 48 RISA -3D Version 17.0.2 [C.\ ... 1...1...1...1... \...\...\...\...\EU44 - SA - RT\Structural\EU44-6 Canister.r3d] Page 29 CO R E� 4 V E Designer FSZ One Consulting USA 2:40 PM n019 �t c N U S A Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Envelope Joint Displacements (Continued) .lnint X Gnt 1 r, V rent I C: 7 Fint I C: X Rntntinn r I t, V Rntntinn r I^ 7 Rntntinn r I n 229 230 N115 max min .002 -.002 48 _ 5 -.01 -.037 69. 51 1 .002 -.001 145 1141 0 73 1.15e-04 1 17 7.164e-041. 5 0 1 1 -1.16_2e-04 48 -7.165e-041 48 - 231 _ _ 1 N116 _ _ _ max _ .002 48 -.011 69 .001 145._ 0 73 1.142e-04 17 7.184e-04 5 - 232 min . -.002 5 -.037 51 -.001 114 0 1 _ -1.1530-04 48 -7.184644 48 I 233 234 N117 max min .003 -.003 48 5 -.012 -.035 69 51 .003 -.002 :57 631 0 0 73 1 8.606e-05 -8.7368-05 17 7.747e-04 54 48 -7.713e-04 60 235 N118 max .004 48 -.012 69 .003 57 0 73 8.561 a-05' 17 7.782e-04 54 236 min -.004 5 -.036 51 1 -.003 63 0 1 -8.687e-05 48 -7.748e-04 60 237 N119 max .004 148 -.013 69; .003 57 0 73 7.718e-05 17 7.941 a-04 54 238 239 ' N120 min max; -.004 .004 5 48 -.035 -.012 51 69 _ -.003 .004 63 57. 0 0 1 73 -7.852e-05 7.391 a-05 48 17 -7.909e-04 .8.021 a-04 60 54, 240 min -.004 5 -.035 51 -.003 63 3 0 1 -7.522e-05 48 -7.99e-04 60 241 N121 242 i max min .00_5 -.005 48 5 -.013 -.034 69 _ 51 .005 005 57, 63 _ _0 0 73 5.59e-05. 60 1 -5.529e-05 154 8.56e-04 -8.534e-04 54 60 243 N122. max .005 48 -.014 69 .005 571 0 73 5.131 a-05 17 8.512e-04 54 244 min -.005 5 -.034 27 -.004 63 0 1 1-5.277e-05 48 -8•485e-04 60 1245 N123 max .003 48 -.013 69 .002 57 0 73 8.328e-05 17 7.738e-04 54 246 247 248 2.49 250 251 2521 N 124 _ N125 _ N 126 min max min max min max min -.003 003 -.003 .002 -.002 .003 -.003 5 -4 8 5 48 5 11 5 I_ -.035 -.013 -.035 -.013 -.035 -.018 -.034 51 69 51 69 51 69 27 -.002 .003 -.003 .002 -.002 .003 63 57 631 45 ! 14 57 63 0 0 0 0 0 0 01 1 1 -�•465e-05 73 7.396e-05 1 1-7-536e-05 73 8 6846-05 1 -8.8246-05 73 9.884e-06 1 -1.1340-05 48 -7•704e-04 17 7.952e-04 48 -7.92e-04 17 7.608e-04 48 -7.572e-04 60 18.222e-04 48 -8-1956-04 60 54 60 54. 80 54 60 2531 N127 N128 _ N129 max min max min 1 max min 004 -.004 .004 -.004 _ _.003 -.003 11 _ 5 11 5 _ 11 5 -.017 -.034 -.017 -.034 -.017 -.034 69 _ 27 63 33 6_31 33 _-.003 .004 -.004 _ .004 -.004 .0_03 -.003 .57 0 63 0 57 9.223e-04 63 1-8.67e-04 57.8.882e-04 63 -8.3438-04 73 1 57 63 57 63 1.402e-05 -1.586e-05 1.421e-06 -2.333e-06 1.377e-06 -2.286e-06 17 48 67 48 67 48 8.436e-04 -8.4098-04 9.4246-04 -9.395e44 9.013e-04 -8.984e-04 54 _60 54 60 54 60 254 255_ 256 257 258 259N130 max .008 60 -.017 69 .008 57 0 73 5.704e-05 60 1.142e-03 54 260 min . .......-.-.....__...---- -.008 - 54 -. 034 __..-.-_ 27 -.008 63 0 1 -5.7360-05 54. -1.146-03 60 261. N 131 max .009 60 -.017 69 .009 57 0 2.464e-05 60 1.158e-03 54 262 263 264. 265 266 N 132 N 133 min max min max min -.009 .007 -.007 .008 -.008 54 60 154 160 154 -.034 -.017 -.034 -.016 -.034 27 69 27 69 27 -.008 .007 -.007 .008 -.007 63 57 63 57 631 0 0 0 0 0 - 1 -2.509e-05 73 2.699e-05 1 -2.725e-05 7315.223e-05 1 -5.243e-05 54 60 54 60 54 -1.1568-03 60 1.072e-03 54 -1•069e-03 60 1.08e-03 54 -1.078e-03 60 267: _ f N134 max .006 160 -.017 f 69 .006 571 0 73 1.852e-05 60 9.596e-04 54 268 269 270 271 N135 N 136 min max min max -.006 .005 -.005 .005 54 60 54 J 48 -.034 -.017 -.034 -.016 27 69 27 69 -.005 .005 -.005 .005 63 57 63 57 0 0 0 0 1 73 1 73 -1•864e-05 1.749e-05 -1.9276-05 2.441 a-05 54 17 48 60 -9-5698-0460 9.141 a-04 -9.114e-04 9.103e-04 54 60 54 272 min -.005 54 -.03_4_ 27 -.005_ 63 0_ 1 -2.53e-05 48 -9•076e-04 60 273 _ N 137 max .006 60 -.015 69 .006 157 0 73 5.598e-05 60 9.24e-04 54 274 min -.006 54 -.034 27 -.0055:T63 0 1 -5.563e-05 54 -9.215e-04 60 275 _ N 138 max .005 481 -.015 69 .005 571 0 73 3.633e-05 60 9.077e-04 54 276 min -.005 5 1 -.034 27 -.005 63 0 1 -3.606e-05 54 -9.051e44 60 N 139 max .005 48 -.015 69 .005 57 0_ 73 4.794e-05 60 9.0_28e-04 54 278 min -.005 _ 5 -.034 27 _ -.005 63 0 ^ 1 -4.756e-05 54 - -9.003e-04 TA. 279 N 140 max 007 60 -.015 69 : .007 57 0 73 7.206e-05 60 1.1.019e-03 28Q_]_min -.007 54 -.034 27' -.007 63 0 1 -7.202e-05 54 -1.0176-03 60 RISA -3D Version 17.0.2[CA ... 1..A.A..1...1...1...1... 1...IEU44 - SA - RT1Structural1EU44-6 Canister.r3d] Page 30 �r -C O R E O (\l E Company : Core One Consulting USA Mar 26, 2019 - Designer FSZ 12:40 PM - u s A Job Number 1902UO40 Checked By. 60 1.081e-03 Model Name EU44 GAME FARM ROAD 0 1 1-7.5189-05154 -1.0789-03 Envelope Joint Displacements (Continued) .Inint Y rinl 1 r Y Tin] 1 r: 7 rinT I r. Y Rntatinn T I r: Y Rntatinn r 1 r. 7 Rntatinn r I r: 281 N141 max, min .008 -.008 60 54 -,016 -.034 .69 127 169 .008 -.008 .006 57 i 63 57 073 7.502e-05 60 1.081e-03 54 282 0 1 1-7.5189-05154 -1.0789-03 60 _ 283 N142 max .006 60 -.018 _ 0 73 7.465e-06 17 9.299e-04 54 284 min -.006 _541. _-.034 27 -.005 63 ._ 0 1 -9.373e-06. 48 -9.272e-04 60 2851 N 143 max .00760 -.017 69 .007 57 0 73 5.393a-061 60 9.932e-041 54 286 min -.007 .54 -.034 271 -.006 63 - _ 0 1 -7.017e -M 48 -9•905e44 60 287 1 N144 max .007 60 -.017 63 33 63. .0_07 -.006 .006 57 63 57 1.085e-03 -1.027e-03 57 51 57 1.535e-06 -2.4068-06 1.502e-06 67 48 67 1.131e-03 -1.129e-03 1.056e-03 54: 60 54 288 min -.007 54-1 -.034 289 N145 max_ .006 60. _ 290 min -.006 __-.017_ 54 j - 034 33 -,005 _ 63 _1.018e-03 -9.61e-04 63 -2.391e-06 48 -1.053e-03 gp 291 N146 max 1 .005 .60 -.018 69 .005 57 0 73 1.11e-05 60 8.857e-04 54 292 min 1 -.005 54 -.034 27 -.005 63 0 1 -1.136e-05 154 -8.83e-04 60 L93 N147 max .005 60 -.017 163 .005 57 9.65e-04 57 1.452e-061 67 9.932e-04 54 294 - -- min -.005 54 -.034 133 - -.005 1 63 -9.086e-04 B3 -2.366e-06 48 -9-904644--60 295 N 148 max .006 60 -.017 69 .006 57 0 73 12.491 e-051 60 9.959e-041 54 296 min -.006 54 -.034 27 -.006 163 0 1 -2.509e-05 154 -9.932e-04 60 2971 N149 max .01 60 -,018 7.3 .01 57 0 73 1.502e-05, 60 1.332e-03 54 298 mi 27 1009._,_, 83---, 0 1 -1.558e-05 _54 -1.33e;03. 60, 299 N150 max -_-_01 011 _54_- 60 _._034__._ -.018 69 , .01 . 57 0 73 5.311 a-05 60 -1.396e-03 54 3001 min .__ -.011 -.6 54 -. -.034 27 ..___.01 63L 0 1 -5.36se-o5 54' -1.394e-03 gp 301 _W1 5-1 max . 1 60 -.017 63 .01 57 ,1.378e-03 57 1.594e-06 67 1.444e-03 54 302 min -.01 54 _ -.034 33 -.009 63 ! -1.319e-03 51 -2.4159-06 48 I -1.4419-03 601 303 _ N152 Imax .008 60 -.018 691 .008 57 0 73 2.635e-06 17 1.07e-03 54' 304min - . -.008 _54 -.034 27 -.007 63 0 1 -4.612e-06 48 -1.068e-03 60 305 1 N153 max .009 60 -.017 63 .009 57 1.265e-03 57 1.609e-06 67 1.326e-03 54 306 _ ,min , __.--.009 54 . =.034 33.. __..008 63 -1.206e-03 51 _2.419e-06 48 -1.323e -M 601 307 N 154 max .008 60. -.017 63 .008 57 1.167e-03 57 1.585e-06 67 1.221 a-03- 54, _. 308 min -.008- 54 � -.034 33 -.007 63 -1.10se-03 51 -2.416e-06 48 -1.219"3 60 309 N1_55 max 1 .005 48 , -.015 69 .005 _ 57 0 73 3.599e-05.17 8.765e-04, 54 310 min 1 -.005 5 -.034 _ 27 -.004 63 0 1 -3.758e-05 48 -8.7389-04 160 311 N156 max .005 -.005 .003 48 5 48 -.015 -.034 -.017 69 27 69 .005 -.004 .003 57 63 57 0 0 10 73 1 73 4.053e-05 -4.207e-05 2.767e-05 17 8.736e-04 48-8.7le-041 17 8.374e-04 54 60 54 312 min 313 N157 max 314 min -.003 5 -.034 27 -.003 63 0 1 -2.94e-05 48 -8.347644 60 315 N 158 max 003 48 -.016 69 _ .003 '57 0 73 4.399e-05 17 8.243e-04 54 316 min -.003 5 -.034 27 -.003 163 0 1 -4.56e-05..48 -8.214e-04 60 317 NJ& max .004 48 -.016 69 .004 57 0 73 13.307e-05 17 8.409e-04 54 318. ` rrlin -.004 5 -.034 27 -.003_ 1 63 0 1 i__3_474e-05 48 -8.382e-04 60 319 N 160 .. max .004 48 -.016 69 .004 57 _. _ 0 73 12.487e-05 17 8.757e-04 54 320 min -.004 5 -.034 27 -.004 163 0 1 -2.66e-05 48 -8.73e-04 60 321 N 161 max .002 11 1 -.018 69 .002 .45 0 73 1.238e-05 17 7.966e-04 54 322 1 min -.002 5 1 -.034 27 -.002 114 0 1 1 -1.42-05 48 -7.939e-04 60 323 N162 1 max .003 11 -.018 69 .002 45 1 0 73 1.658e-05 17 8.033e-04 54 324 _ min -.003_ _5 -.034 27 _ -.002 14 0_ 1 -1.841e-05 48 -8.006e44 60 325 N163 max .003 11 -.017 63 002 45 8.605e-04 57 1.337e-06 67 8.682e-04 54 326 min -.003 5 -.034 33 -.002 14 -8.085e-04I63 -2.225e-06 48 -8•653e-04 60 327 N164 max' .002 11 -.017 63 .002 45 8.376e-04. 57 1.309e-06. 67 88415e-04 54 328 - :_min -.002 5 -.034 33 -.002 14 -7.881e-04 63 -2.165e-06 49 -8-3858-04 60 320 N165 max .004 48 -.016 69 .004 57L 0 73 3.557e-05 17 8.557e-04 54 33(j : min 1 -.004 5 -.034 27 -.004 631 1 48 -8.539-04 60 331 N166 max 1 .004 48 -.015 69 .004 57 0 173 _-3.72e-05 4.581 a-05 17 8.401 a-04 54 332 min I - 004 5 -.034 27 -.003 63 0 1 -4.737e-05 48 -8.373e-04 60 RISA -313 Version 17.0.2[CA ... 1...1...1...1...1...1...1...1...1EU44 - SA - RTIStructuraI\EU44-6 Canister.r3d] Page 31 P� C O R E O f 01 E Company Core One Consulting USA Mar 26, 2019 � Designer FSZ 12:40 PM U S A Job Number 1902UO40 Checked By. • Model Name EU44 GAME FARM ROAD EnvelopeJoint Displacements (Continued) Joint X hnl LC Y Rril LC Z.Fini LC X Rotation L.. LC Y Rotation L.. LC Z Rotation ... LC 133 334_ N167 j max .004 min -.004 48 5 -.016 -.034 169 27 .005 -.004 57 0 63 I 0 173 1 3.063e-051 -3.229e-05 17 48 8.752e-04 -s.725e-04 54 60 __, 335 N168 max: .005 48 -.014 69 .005 57 ! 0 . 73 4.876-05 1 60.8.739e-04 54 336 min -.005 5 -.034_ 27 -.005 63 0 1 -4•82le-05 54 -8.713e-04 60 337 N169 max .006 48 -.014 69: .006 57 0 73 6.147e-05 60 8.883e-04 54 338 339 N 170 min max -.005 .007 5 60 -.034 -.015 27 69 -.005 .0_07 63 571 0 073_ 1 -6.094e-05 6_.884e_-05 54 60 -8•858e-04 9.67e-04 60 54 340 min -.007 54 _ -.034 27 -.006 63 1 0 - 1 1 -6.86le-05 54 -9.645e-04 60 341 -N 171 max .0002 48 -.013 69 .001 145 0 73 1 9.23e-05 17 7.468e-04 54 3.42 min -.002 5 -.035 51 -.001 1 14 0 1 -9.3688-05 48 -7.4298-04 601 343 N172 max .001 46 -.012 69 0 8 0 73 1.052e-04 17 7.31e-04 5 344 min -.001 5 -.035 51 0 2 0 1 -1.065e-04 48 -7.31e-04 48 345. N173max .002 11 -.018 69 .0-01 45 0 73 2.153e-05 17 7.842e-04 54 346 _ - min -.002 5 -.034 27 -.001 14 0 1 . -2.335e-05 48 -7.8156 347N174 348 3491 350 351 352 _ 353 N 175 N176 N 177 max -.._._._.i.-._-.._..-- min] max 1 min , max min ImaxI 0 0 .004 -.004_ .002 -.002 .009 48 -. 5 _. 48 _5 48 - 5 60 -.017 ....... -.034 -.014 -.034 -.011 -.036 -.016 691 0 45 0 27 - ---0� 14. 0- - 69 .004 57 0 27 . -.004 63 _0 _ 169 .001 45 0 51 -.001 14 L _ 0 69 .009 571 0 73 ---- 1 73 1 73 1 73 3.484e-05 -3.666e-05 4.856-05 -.._-5.e-05 _ 1.133e-04 -1.145e-04 _ 7.546e-05 -0 17 7.874e-04 54 48 -7.844e-044 60 17 8.501 a-04 54 48 -8.474e-04 60,. 17 7.21e-04 5 48-7.2le-04 .48.' 60 1.155e-03 54 354 _ .355 _ _ N178 _ _min max -.009 01 54! 60 -.034 -.017 27 69 -.008 .01 63 57 0 0 1 73 -7.582e-05 7.044e-05 54 60 -1.152e-03 1.288e-03 60 54 356 357 N179 min max -.01 .006 -5 -4 60 1 -.034 -.014 27 69 -.009 .006 63 57 0 0 1 73 -7-0938-06154 6.537e-05 60 -1.2856-03 9.226e-04 60 54 358 min -.006 54 -.034 27 -.006 63 0 1 -6.498e-05 54 -9.20le-04 60 359 N182 max 0 21 -.008 73 .001 9 5.279e-04 20 1.238e-04 21 3.982e-04 17 360 min 0 40 -.038 43 -.001 15 1 :8-.071e44139 -1.239e-04 40 -9.2e-04 48 361 N163 max .002 11 -.014 73 .002_ 58 7.18_8e-05. 21 3.718e-04 64 362_ rnin -.002 17 _ -.035 55 -.002 _8 j 14 _6.802e-04 -6.44e-04 64 58 52 _ 58 52 -7.7958-05 7.925e-05 -8.1848-05 .8.413e-05. -8.i48i-05 39 -3.9278-04158 21 3.638e-04 40-3.8266 04 21 ! 3.63e-04.52 39 -3-F8 a 52 58 58 363 N184_ max .002 11 -.013 731 .002 8 6.627e-04 3_64 min -.001 42 -.035 55 -.002 14 6.3018-04 365 N185 max .002 11 -.013 73 .002 8 6.613e-04_ _ _ _ _ 366 min :002 17 .035 55 -.002 - 39 i-6.287e4X 367 N186 max .002 48 -.013 73 .002 8 6.764e-04 58 .7.884e-05 52 1 -8.552e-05 58 4.113e-05 64 j -4.9096-05 90-05 58 4.267e-05 52 -4-8938-05158 21 39 64 58 64. 3.701e-04 -3.905e44 4.377e-04 -4.631e-04 4.633e-04 -4.8858-04 52 8- 58-i 64 58 52 58 _ 368, min -.002 17 -.035 156 -.002 39 -6.41e-04 369 N 187 max .006 60 -.015 _ _73 .006 57 8.02e-04 .369 370 min -.006 54 -.034 131 -.006 63-7.5828-0a 371 N 188 max .007 60 -.015 173 .007 57 8.462e-04 372 min -.007 54 -.034 31 -.007 63 -8.0258-04 373 N 189 , max .007 60 -.016 73 .007 57 .8.314e-04 58 2.505e-05 64 4.552e-04 52 374 min -.007 54 -.034 31 -.006 -7.884e-04 52 -3.043e-05 58 -4.8e-04 58 375 N 190 max .006 60 -.015 73 .006 -1.63 57 8.016e-04 58 2.679e-05 64 4.378e-04 64. 378 -- 377 N 191 min max -.006 .002 54 i 48 -.034 -.012 31 3 =_006 .002 _ 63 :. 8 -7.583e-04 6.5036-04 64 -3.3428-05 58 -4.628e-04 58. 58 9.721 a-05 21 3.576e-04 52 378_ min -.002 17 -.038 55 -.002 39 -6.194e-04 52 -1.013e-04 39 -3.754e-04 58 _ 379 N192 max .002 11 -.011 73 .002 8 6.339e-04 58 1.046e-04 21 3.498e-04 52 380 381 383 384 - N193 N 194 --- min max min max min -.001 .002 -.002 -002 -.002 17 48 17 _ 48 17 -.037 -.011 _ ^-.037 -.011 -.037 55 _ 73 55 73 .55-1.. -.002 .002 -.002 .003 -.003 39 8 39 8 39 -6.058844 6.329e-04 -61048e44 6.502e-04- .-6-193e-04 52 -1.07e-04 40 -3.66e-04 58 58 1.066e-04 21 3.492e-04 52 52 -1.0999-04 40 -3.654e-04 158 58 19.991 a-05 21 3.575e-04 52- =1.061e-04 39...-3.754e-04 52 58 RISA -3D Version 17.0.2[CA ... 1...1...1...1...1..A ... 1...1...1EU44 - SA - RT1Structural1EU44-6 Canister.r3d] Page 32 Company : Core One Consulting USA Mar 26, 2019 C D R E O ill E Designer FSZ 12:40 PM �`• r w G U S A Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Envelope Joint Displacements !Continued RISA -3D Version 17.0.2[CA...1...\...\...1...1...1...1...1...1EU44 - SA - RT1Structural\EU44-6' Canister.r3d] Page 33 Joint X in LC Y1in1_LC Z fin] LC X Rotation 1.._LC Y Rotation L.. LC.. Z Rotation [... LC _ 385 N195 max .002 11 -.016 .73 .002 45.7.033e-04 58 13.255e-051 til 13.832e-041 64 386 min -.002 5 -.034 31 14 -6.6378-64 64 -3.796e-05 39 -4.061e-04 58 387 N196 max 11 -.016 73 _-.002 .001 8 6.856e-04 58 4.129e -05i 21 3.743e-04 64 386. min .001 . -.001 42 -.034 31 -.001 14 -6.483e-04 64 -4.484e-05 39 -3.958e-04 58 389 1 N 197 max .002 11 -.015 73 .002 8 6.868e-04 58 4.862e-05 21 3.75e-04 64. 390 min -.002 5 -.034 31 -.001 14 -6.495e-04 64 -5.291e-05 39 -3.965e-04 58 391 _ N1_9_8 max .002 11 -.015 73 .002 45 6.991e-04 58 4.289e-05 20 3.802e-04 64 1 392 - min _ -.002 5 -.034 31 -.002 14 -G•5868-04 64 -5.0058-05 39 -4•036e-04 58 393 N199 max .004 48 -.013 731 .00_4 8 7.167e-04 58 5.97e-05. 20 3.906e-04 64 394 min _ -.004 17 -.035 55 -.004 14 -0.765e-04164 -7.1018-05 39 -4.138e-04 .58 395 N200 max .003 1481 -.014 173 .003 8 7.0218-04 58 6.139e-05 20:3.827e-04 64 1396 min -.003 17 -.035 31 -.003 14 -6.6298-04 64 -7.115e-05 39 -4.054e-04 53 397 N201 max .003 48 -.013 73 .003 8 6.941 a-04 58 6.989e-05 21 3.789e-04 64 398 min -.003 17 -.035 55 -.003 2 -0.563e-04 64 -8.004e-05 39 -4.008e44 58 3991 N202 max. .004 48 -.013 73 .0.04 . 8 .7.117e -D -I 58.6.545e-05 20 3.88e-04 64 400. min 1 004 17 -.035 55 _ -.004 14 -6.721e-04 64 -7.746e-05 39 -4.109844 53 401 N203 maxi 0 22 -.014 73 0 18 7.139e-04 57 6.015e-05 21 7.121 a-041 66 402min 0---411.__-.034 -.034 31 0 14 -7.481e-04 51 -6.057e-05 40 - 8.177e-04 601 -- _ _ ....-.._.._... 403 _ N204 maxi_ .001 .23 .. -.015 ......... 73 - _ .001 _ --- 8 _._........_. 16.687e-04 -. 58 _ _._. 6.792e-05 _._ 21 .._...__...._....._._.. 3.672e-04 _ 52 _ 404 min 1 -.001 42 -.034 31 _ -.001 14 -6.36e-04 52 -6.9689-05 _40 -3.861e-0_4 58 [ 405 N205 max 0 23 -.015 73 0 8 6.737e-04 58 5.836e-05 3.698e-04 52 406 rnin 0 42 -.034 31 -- 0 14 . -6•405e-04 52 : -5.991e-05 _21 40 !-3.89e-04 58 407 N206 max 0 23 -.015 73 0 8 7.387e-04 57 4.686e-05 21 7.395e-04 66 408 min --:E L42 �._ -.034 31 _ 17-31.001 0 _ 14 1-7.507e-04 51 -4.734e-05 40 -8.164e-04 60 409 N207 max .001 23 -.013 8 6.5058-04 58 8.724e-051 21 3.584e-04 52 410 min -.001 42 -.035 55 -.001 14 -6.207e-04 152 -&.876e-05 140 -3.756e44 58 [41,1--N208 max 0 22 -.014 73 0 8 6.909e-04, 69 7.224e-05 21 6.792e-04 66 412 _ min 0 41 -.035 131 0 14 _ -7.4568-� 51 -7.26e-05 40 -8.176e-04 60 413 N209 max 0 22 -.013 173 0 8 6.665e-04 69 8.312e-05 21 -40-----8--276e-04 6.484e-04 17 414 min 0 41 -.035 55 0 14 -7.436e-04 51 ,6.344;-05 48 415 N210 max .001 11 -.013 73 .001 8 6.426e-04 58 9.627e-05 21 3.544e-04 52 --._.._....- 416 min -- - -.001 42 _........._...---...._ -.035 55 _ --- - -.001 - - 14 -6.139e-04 i 52 ---- -- - -9.771e-05 --. ..-......-- - --- 40 -3.71e-04 58 417 N211 max .002 11 -.015 73 .002 8 6.837e-04 58...5.685e-05 _ 21 3.734e-04 641 418 min -.002 5 -.034 31 _ -.002 14 -6.4688-04 6.4 -6.1588-05 . 39 -3.947e-04 j 5g 4191 N212 max [ 11 -.014 73 .001 8 6.653e-041 58 7.579e-05 21 3.652e-04 52 1 420 1 min ,_-.001 -.001 42 -.035 31 _ -.001 14 -6.3268-04 ' 52 -7.792e-05 40 -3.841e-04 58 421 N213 I max .002 11 -.014 73 .002 8 6.82e-04 - 58 6.444e-05.-. 21 3.726e-04.64 422 min -.002 5 -.034 31 -.002 14 -6•454e-04 64 -6.977e -05139 -3.937e-04 , 58 423 N214 max .003 11 1 -.014 751-003 8 6.987e-04. 58 5.67e-05 20 3.808e-04 641 424 min -.003 5 -.034 31 1 -.002 14 1 -6.5958-04 . 64 -6.527e-05 39 -4.034e-04 I g 425 N215 max .002 11 -.015 73 .002 8 6.943e-04 58 5.289e-05 21 3.785e-04: 64 4261 _ min -.002 5 -.034 31 -.002 14 -6•556e-04 164 -5.9789-05 39 -4.008e-04 58 427 N216 max 0 23 -.017 73 0 45 6.826e-04'58 3.035e-05 21 3.737e-04 52 428 - min 0__ 5..-. 23 42 23 42 23 -.034 -.017 -.034_ -.016 -.034 -.016 31 73 31 73 31 73 _ 0 ._--14.--6-4738-04 0 0 _ 0 0 0 8 14 8 14 8 52 -3.307e-05 39 7.813e-04 57 1.666e-05 21 -7.555e-04 51 -1.726e-05 40 6.784e-04 _58 4.999e-05 21 -6.44684)41.52 -5.141e-05 40 7.611e-04 57 3.237e-05 21 -3.941e-04 58 7.834e-04 54 -8.072e-04 60 3.721 a-04 52 -3.9178-04 58 7.617e-04 66 _ 4% N218 max 0 430 min 0 431 N219 max 0 432 min 0 433 N22D max 0 4341 min 0 42 -.034 31 0 14 -7.532e-04 51 -3.291e-05 40 -8.13e-04 60 4351 N_ 221 max 004 148 1 -.012 73 .004 8 6.995e-04 58.7.203e-05 20 3.818e-04 64 17 1 -.036 55 -.003 139 -6.612e-041 64 1-8-387e-05 39 -4.038e-04 58 .4361 min -.003 RISA -3D Version 17.0.2[CA...1...\...\...1...1...1...1...1...1EU44 - SA - RT1Structural\EU44-6' Canister.r3d] Page 33 r�C le O CORC Company Designer Core One Consulting USA FSZ Mar 26, 2019 12:40 PM C c U 8 A Job Number 1902UO40 Checked By. 58 Model Name EU44 GAME FARM ROAD 3.82e-04 Envelope Joint Displacements (Continued) .mint X Iinl I r. Y lint 1 r: 7 rini I r: X Rntntinn I I r: Y Rntatinn r I r: 7 Rntntinn r I n 437 N222max -__ .004 48 -.012 1731 .004 8 6.999e-04 58 7.381 a-05 20 3.82e-04 64 438 58 . ,_min _ -.004 17_:_ -.036 55 -.004 39 -6.617e-04 64 -8.6368-0_5 3g -04 -4.041e 58 439. N223 max .004 148 '-'-.012 73 .004 8 7.125e-04 58 6.862e-05 20 3.886e-04 64 4.40 58 min -.004 117 -.036 55 -.004 2 -6.73e-04 64 -8.2140-05 39 -4.114644 1 58 441 N224 max .002 11 -.01 73 .002 8 6.224e-04 58 1.127e-04 21 3.441 a-04. 52 442 471 min -.002 1 17 -.037 55 -.002 39 -5.96e-04 52 -1.1558-04 40 -3.594e-04. 58 443 _ N225max .002_ 48 -.01 73 .002 20 16.211 a-04 58 1.142e-04 21 3.434e-04 52 4441 473 min -.002 17 -.037 55 -.002 39 -5.947e-04 52 -1.173e-04 40 -3.586e44 58 445 N226 max .002 48 -.01 73 .003 20 6.311 a-04 ` 58 1.106e-04 21 3.482e-04 52 446 475 min -.002 17 -.037 55 -.003 39 -6•032e-04 52 -1.1588-04 39 -3•644e-04 58 _ 4471 N227 max 0 23 -.012 73 • .001 8 6.289e-04 58 1.041 a-04 21 3.48e-04 52 448 N242 min 0 41 -.036 55 0 14 -6•027e-04� 52 -1.05e-04 40 -3•631e-04 58 449 N228 max _ 0_ 22 _-.012 : 73 _ 0 8 6.397e-04 69 9.282e_-05 21 6.1_77e-04 17 450 479 min 0 41 -.036- 55 0 14 -7-422e-04. 51 -9.31e-05 40 -8.413e-04 48 451 N229 max .001 11 -.011 73 .001 8 6.189e-04 58 1.1 38e -C41 21 3.426e-04 52 452 481 min -.001 41 -.037 55 -.001 14 _ -5.934e-04 5'9' -1.151e-04 40 �•573e� 59 453 - N230 max 0 22 -.011 73 0 8 6.149e-04 20 1.013e-04 21 5.824e-04 17 4-54-f -- ------- min. _ 0 41_.__.037 48 55 _0_- - 14 -7.462e-04 39. -1.016e-04 40 -8.562e -o4 48 455 N231 max 0 22 -.01 73 0 19 5.9560-04. 20 1.087e-04 21 5.422e-04 17 456 min 0 41 -.037 55 0 T 14 -7•604e-04 39 -1.089e-0440 8.094e-05 -8•722e-04 48 457 _ N232 ' max 1 .001 11 _ -.011 73 .001 8 6.141 a-04 58 1.169e-04 21 -3.401 a-04 52 458 487 min -.001 16 -.037 55 -.001 39 -5.891e-04 52 -1.183e-04 40 -3.5458-04 -58 , 459 N233 max 0 22 -.009 73 .001 8 5.903e-04 9 1.307e-04 21 3.297e-04 40 460. min 0 41 -,038 43 -.001 14 -5.711e-04 40 -1.313e-04 40 -3.408e-04 9 461 N234 max 0 22 -.009 73 .001 9 5.515e-04 20 1.199e-04 21 4.49e-04 17 462- min 40 -.038 43 I -7.915e-04 -1.2e-04 40 4�8 4631 N235 _ max .0 _ .001 10 -.009 _ 73 -0 .001 _14 8 5.896e-04. _39 9 _1.326e-041 -. 21 --9-05le-041 3.295e -044T40 464 min 0 16 -.038 43 -.001 139 5.7080-04 1 40 -1.3330-04140 .44:0 -04 9 A= A104Q _ nn4 A0 I _ M •I 79 nn9 1 0 G CnG.._AA I C0 14 AAA- AA 1 O.1 i9 C77- AA I C7 466 -__ min -.003 17 -.037 55 1 -.003 39 -6.196e-04 52 -1.0918-04 3g -3.i56e-04 58 . 467 N237 max .001 10 -.01 73 .001 8 6.e-04 58 1.24e-04 21 3.33e-04 52 468 min -.001 41 -.037 55 -.001 39 -5.768e-04 52 -1.251e-04 40 -3.464e-04 58 469 N_2_38 max 0 22 -.01 73 0 9 :5.743e-04 20 1.149e-04 21 4.975e-04 17. 471 ` min 0 41 _ -.037 55 0 14 , -7.757e-04 39 -1.15e-04 40 -8.887e-04 48 471 N239 max 0 22 -.01 73 .001 8 5.902e-04 9 1.285e-04 21 3.291 a-04 40 472 min 0 41 -.038 55 -.001 14 -5.701e-04 40 -1.293e-04 40 -3.407e-04 q - 473 N240 max .001 10 -.01 73 .002 29 58 21 3.345e-04 52 4741 min -.001 16 -.037 551 -.002 _6.033e-04 1.391 -5.794e-04 52 _1.209e-04 -1.228e-04 40 -3.483e-N 58 475 N241 max .001 10 -.009 173 .002 20 5.936e-04 58 21 3.297e-04 52 476 min -.001 16 -.038 155 -.002 .139 -5.718 _ 2 -1.236e-04 -1.253e-04 40 -3.427e-04 58 477 N242 max_ .002 48 -.01 173 .002 20 6.114e-04 58 1.19e-04 21 13.386e-04 52 478 min _ -.002 17 -.038 55 -.002 139 -5.865e44 52 -1.22e-04 40 -3.53e-04.58 479 N243 max .002 48 -.01 73 .002 120 6.123e-04 58 1.178e-04 21 3.39e-04 52 480. _ min _ -.002 17 _-.037 55 -.002 , 39 -5.872e-04 52 -1.204e44 40 -3.535e44 58 481 N244 'max .003 48 -.012 73 .003 8 6.683e-04 58 8.986e-05 21 3.663e-04 52 482._ I.min -.003 _ 17 -.036 155 1 -.003 39 -0.345e-04 1 52 1 -9.891e-05 39 -3.859e-04 58 483 N245 max.003 1 -.. 48 -.011 73 .0_03_ 8 6.708e-04 58 8.982e-05 21 3.676e-04 52 484 _ min -.003 17 -.037 55 -.003 39 -6.366e-04 52 -1.016e-04 39 -3.873e-04 58 485 N246 max .003 4_8_.003 1 8 6.846e-04 58 8.094e-05 20 3.743e-04 64 486 min _ -.003 17 -.036 55 _ -.003 39 -6-483e-04 52 -9.268e-05 39 -3•953e44I 58 487 N247 max .004 48 -.012 73. .004 8 6.909e-04 58 7.924e-05 20.3.775e-04: 64 4 8 min -.004 17 -.036 55 -.004 39 -6.538e-04 64 -9•229e-05 39 -3.9898-04.58 RISA -3D Version 17.0.2 [CA...1...1...1...\...1...1...1...\...\EU44 - SA - RT\Structural\EU44-6 Canister -rad] Page 34 Pew-' C O R E O N _ min i Company . Core One Consulting USA Mar 26, 2019 55 =.005 E Designer : FSZ 12:40 PM 3g -4.235@-04 Job Number 1902UO40 Checked By. max: Model Name EU44 GAME FARM ROAD -.013 Envelope Joint Displacements (Continued) Joint - X in . - LC - _ Y in] LC . Z jin]_ LC X Rotation ... LC Y Rotation ... LC .. Z Rotation i.... LC - 4891 N248 maxx-.005 48 -.013 73 .005 157 7.336@-04 58 5734@-05 20 In-QcAP-nd 64 i 490 N265 - ----- _ min i -.005 17 -.035 55 =.005 51 -0.921e-04 64 -7.0818-05 3g -4.235@-04 58 491 N249 max: .005 48 -.013 73. .004 57 7.302e-04 58 5.73e-05 2013.978e-04 64 492 .005 min -.004 17 -.035 55 73 -.004 .003 51 8 -6.89e-04 6.684e-04 64 58 -6•979e-05 8.663e-05 39. -4•216e-04 21 3.663e-04. 58 52 493 - N250 max .003 46 _ -.012 55 -.002 39 -&-345e-04 52 -9.354e-o5 39 -3•�9e-� 58 494 : min -.002 17 . -.036 495 N251_ max .00_3 48 -.012 73 .003 _ 8 _6.864e-04 58 7.729e-05 21 3.751e-04 64 496 54 min -.003 17 -.036 155 -8•068e-04 -.003 39 -6.497e-04 64 -8.7530-0 39 1 -a•963e-04 58 497 N252 _ max .002 11 -.012 73 .002 8 6.577e-04' 58 8.991 a-05 21 3.613e-04 52 498 54 min -.002 17 -.036 551 -.002 39 6.257@-04 52 -9.3548-05 3 -3.797@ 04 ; 58 499 N253 max .003 11 -.017 73 .003 57 7.134e-04 58 1.163e-05 64 3.868e-04 64 500 -.034 min -.003 5 -.034 31 -.003 39 -4.507e-04 -6.7e-04 64 -1.455e-0 58 -4•119e-04 58 501 _ - N254 max_ _ .004 11 -.017 73 .004_ _63 57 7.264e-04 58 1.547e-051 20 3.944e-04 64 502 54 min -.004 5 -.034 131 -7.796e-04 --.004- 63 r -6.831e-04 64 -2.149e-05 39 -4.194e-04 58: 503 N257 max .008 60 -.016 173 7.516e-04 .008 57 9.422e-04 58 4.873e-05 52.5.193e-04 52 504 54 min -.008 54 -.034 31 -.008 631-8-9946-04 58 -4.339e44 52 -5.224e-05 58 -5.44e-04 58 505 N258 max .009 60 -.017 731 .009 57 9.474e-04 58 2.067e-05 52 5.227e-04 52 506 - - - min.- __009__,- 54 .--.034 63 1 -7.9058-x4 31, --008 _ -...... . i_63.-_-9_053ee04 58 -4.81e-04 52 -2.249e-05 58 58 507 N259 max .007 60 -.016 73 .007 57 8.895e-04 58 2.326e-05 .-5.47e.-041 64 4.891 a-04 52 508 -.01 min -.007 54 -.034 31 -.007 63 -8.471e-04 52 -2.711e-05 58 -5.136e-04 58 509 N260 max .008 60 -.016 73 .008 57 8.939e-04 58 4.416e-05. 64 4.912e-04 52 510 _ min -.008 54 _ -.034 31 -.007 63 -8.508e44 52 -4.8768-05 58 -5.161e44 58 511 N261 max .006 60 -.016 73 .006 57 8.07e-04 58 1.845e-05 64 4.412e-04 52 512 -,008 min -.006 54 -.034 31 -.005 63 -7.642e-04 52 -2.377e-05 58 -4.658e44 58 513 N262 max .005 60 -.016 73 .005 57 7.76e-04_ 58 2.015e-05 20 4.233e-04 64 _514 _ min __--.005 54 __.034 31_ -.005 . 63,,-7.332 8-04 64 _2.783e-05 39 -4.48e-04 58 515 N263_ max .005 60 -.015 73 - .005 57 7.726e-04 1 58 2.754e-05 20 4.212e-04 64 516 min -.005 54 -.034 31 .005 63 -7.295e-04 64 -3.685e-05 39-4.46ie-0a 58 .517 N264 max .006 60 -.014 73 , ,-_006-_57 7.83e-04 158 4.717e-05164 I4.268@_041664 Rip rain _ MR RA _ nQA 44 _ MF. A'a -7 Rg02PJ d I AA -F R9ac11r, iza A xolA-na I me I 519 N265 - ----- max _ .005 + _60 ._ -.015_ i 73 .__005 57 .7_7129-04 58 3.367e-05 20 4.203e-041 64 520 _ min i -.005 54 -.034 31 -.005 63 . -7.28e-04].64 -4.4088-05 39 -4:452e-04 1513 521 N266 max .005 60 -.014 73 .005 57 7.679e-04: 68 4.067e-05 64 4.184e-04� 64 522 '---- -- min --- -.005 54 ----...---.. -.034 _._....._. 31 -.005 63 --- -7.24-7e-0-4 64 -0.059e-05 -- -- 39 -4.433e-04 158 523 N267 max .007 60 -.015 73 .007 57 8.511 a-041 58 6.03e-05 64 4.658e-04 52 524 min -.007 54 _ -.034 31 1 -.007 63 -8•068e-04 52 -6.718e-05 58 -4.914e-04 58 525 N268 max .008 60 -.015 731 .008 57 8.953e-04 58 6.331 a-05 64 4.917e-04 52 526 min -.008 54 -.034 31 -_008 '63 -8.516e-04 52 i -6.847e-05 58 -5.169e-04 58 5271 _ N269 _ max .006 60 -.017 73 .006 57 7.806e-04 58 8.282e-06 20 4.262e-04 64 528 1 min -.006 54 -.034 31 ! 63 -7.2e44 38 64 -1.291e-05 39 -4.507e-04 58 529 N270 max .007 60 -.017 73 _-.005 .007 1-57 8.215e-04 58 16.536e-06 65 14.501 e-04 52 5301 min -.007 54 -.034 31 -.006 63 -7.796e-04 52 -1.046e-05 50 '11 -4.743e-04 58 531 N273 max .005 60 -.017 .73 .005 57 7.516e-04 58 a-05. 64 4.094e-04. 64 532.-_N275 _ min _ -.005 54 -.034 31 63 _ -7•091e44 64 ,1.321 . -1.7368-05 58 -4.339e44 58 533 max 006 60 -.016 73 _-.005 006 57 8.332e-04 58 2.433@-05 64 4.564@-04 52 534 min -.006 54 - -.034 31 1_ -.006 63 1 -7.9058-x4 52_ -2.912e-05 58 -4.81e-04 58 535 N276 max .01 60 -.017 73 .01 57 1.095e-03 58 1.038e-05 53 6.076e-04 52 536 min -.01 54. -.034 31 -.009 63 -1•052e-03 l-52 -1.128@-05 59 $•322e-04 58 537N277 _max .01.1_ -.017 73 .01 57 1.1_49e-03. 58 4.842e-05 52 6.387e-04 52 5381 _ min -.011 _60 54 -.034 31 -.01 63 -1.106e-0352 -4.939e-05 58.-6.6358-04 58 539N279 max .008 60 -.017 73 .008 57 8.784e-04 58 3.137e-06 20 4.832e-041 52 5401 min -,008 54 -.034 31 - -.007 63 -8.368e-04 52 -6.095e-06 50 -5.071e-04 1 58 RISA -31D Version 17.0.2[GA ... 1..A..1...1...1...1...1 ... 1..AEU44 - SA - RT1StructuraI\EU44-6 Canister.r3d] Page 35 Company . Core One Consulting USA Mar 26, 2019 C O R E! N E r Designer FSZ 12:40 PM ❑ s U S A Job Number 1902UO40 Checked By Model Name EU44 GAME FARM ROAD Envelope Joint Displacements (Continued) Joint X M] LC Y Pn] LC Z [in] LC X Rotation r... LC Y Rotation r... LC Z Rotation r... LC 541 542 543 1 N282 N283 max min max .005 -.005 .005 60 54 60 -.014 -.034 -.014 73.1 31.. 73 .004 -.004 .005 157 63 57 -7.493e-04 -7.069e-04 7.47e-04 58 4.069e-05 20 14.081e-04 64 64 -0•143e-05 39 -4.3268-0_4 58 58 4.617e-05 20 4.069e-04 64 544 -4.6970-04 1,98 min -.005 54 -.035_ 31 -.004 51 1 -7.047e•04 64 -0.782e-05 39 -4•313e-04 58 545 N284 max .003 11 -.016 73 .003 57 17.251 a-04 58 2.985e-051 20 3.945e-04 64 546 547 548 549 550 551 _ N285 N286 N287 min . max min max min max -.003 .003 -.003 .004 -.004 .004 5 48 5 48 5 11 -.034 _-.015 -.034 -.015 -.034 -.016 31 73 31 -1.73- 31 73: -.003 .003 -.003 _ .003 -.003 .004 63 8 14 57 63 57 -6•833e44 7.135e-04 -6.727e-04 7.254e-04 -6.832e44 _ 7.497e-04 64. 58 64 58,3.604e-05 64 58 -3.74e-05 39 -'4.187e-04 4.669e_05 20 3_.884e-04 -5.563e-05 39 -4.119e-04 20 3.944e-04 1 4.4858-05 39 -4.1888-04 2.757e-05 20 4.083e-04 58 64 58 64 58 64 552 39 min -.004 5 -.034 31 -.004 63 -7.0718-04 64.6210-05 39 4.3288-04 5g 553 _N288 _._ max _.002_ 11 -.017 73 .002 45 6.996e=04 58 1.314e-05 20 3.798e-04 64 554 31 min -.002 5 -.034 31 -.002 14 -6.5780-o4 64 -1.667e-05. 39 -4-039e-04 58 555 N289 max .003 11 -.01.7 73 .002 457,0240-04 5.885e-04 58 1.798e-05 20 _ N306 64 _ -.01 .006 54 60 min -.003 5 -.034 31 _ -.002 14 -6 .5938-04 64 _3.807e-04. -2.2848 0s 39 -4•055e-04 58 L556 557 N292 max .004 48 -.015 73 .004 57 7.353e-04 58 3.91e-05 20 4.002e-04 64 558 --_.-_- minl=_004__.. _5�-:034 _ 3.1 -.004 _ 63 -6.932e44 64 -4.,8798.05 39 -4.2458-04 58 559 N293 I max .004 48 -.014 73 .004 57 I7.236e-04 58 4.969e-05 20 3.939e-04 64 560 561. N294 min max -.004 .004 5 48 -.034 -.015 131 I 73 -.003 .004 141-6-823e-04 57;7 dQf;P nd 64 58 -6.0088-05 39 4.177944 ' 3.4390-05 20 4.075e-04- 58 64 562 min -.004 5 -.034 1 131 -.004 63 -7.059844 7.469e-041 64 -4.405e-05 39 4•321e-04 58 4.966e-05 20 4.069e-04 88 64 563 N295 max .005 60 -.013 73 - .005 1 57 564 _ min -.005 54 -.035 55 -.005 151 -7.047e-04 164 -6.209e-05 39 -4.313e-04 58 565. 566 N296 max min_ .006 -.005 160, 1541 -.013 -.035 73 55 .005 -.005 157 151 7.576e-041 -7.145e-04 164 58 5.104e-05 64 4.125e-04 64 -6.1295-05 58 -4.374e-04 58 567 N297 max 1 _.007 568 min -.007 569 N298 I max. .002 -.014 73 .00_7_ 1.5_7 8.136e-04 58 15.755e-05164 uu1 -.001 I 4.44e-04 64 -.034 31 - -.006 -163 -7.691e-04 64 -6.589e-05 5$ -4.6970-04 1,98 52 -.012 73 .002 8 6.452e-04 58 9.5230-05 21 3.553e -W..52 -.017 -.034 -.036 55 -.002 39 -6.154e-04 52 1 -9.77e -05L40 2.2770-05 20 -3.7255 04 58 5il _ 572 Nzyy maxi min uu1 -.001 11 42 __U11 -.036 73 55 _ _yU.1 -.001 8_ 14 6,2840-Q4 58 1,083 0.04 21 13.474e-04 52 -6.0180 04 52 -1.0960.04 40 -3.80 58 573 574 N300 max min 002 -.002 11 5 -.017 -.034 73 31 .001 --.001 45 `I 14 6.9090-04 58 2.2770-05 20 3.7540-04 64 ,6.503e- 4 64 -2.6398-05 -- -- - 19- 39 -3.9890 04 58 575... 576 _ 577 - 578 - 579 N301 N302 N303 maxI min 1 max: min max 0 0 .004 -.004 .001 11 5 48 17 11 -.017 -.034 -.014 =.035 -.01 73 31 73 31 73 0 0 .004 -.004 .002 45 .6.888e-04 14 57 51 8 -6.528e-04 7.298e-04 -0.886e-04 6.115e-04 58 52 58 64 58 3.657e-051 21 3.769e-04 -3.8650-05 39 -3.977e44 5.344e-05 20 3.976e-04 -0.493e-05 39 -4.214e-04 1.166e-04 21 3.387e-04 52 58 64 58 52 - 580_. min -.001 17 -,037 55 39 -5.8669-04 1 52 -1.185e-04 40 1 -3.53e-04 58 581 N304 max .009 160 -.016 .__..-.002 73 .009 57 9.49e-04 58 6.522e-05 52 5.231 a-04. 52 582 min -.009 154 -.034 31 -.008 63 -9.06e-04 52 -6.831e-05 58 45.479e-04 58 583 N305 max .01 160 -.016 73 .01 57 1.062e-03 58 6.2e-05 52 5.885e-04 52. 584 585- _ N306 min max _ -.01 .006 54 60 -.034 -.014 31 73 -.009 .006 _ 63 57. -1.0190-03 7.822e-04 52 58 -6.377e-05 5.457e-05 58 -6:131e44 64 58 64 58ra min -.006 54 1 -.035 31 -.006 63 -7.382e-04 64 -6.4150-05 Sg ,4.262e-04 4.5160-04 58 ,..587..1 _ N309 max! 0 49 -.008 165 .001 44 5.305e-04 20 1.361e-04, 25 .9.602e-04 42 588 � min 0 18 -.038 147 -.001 125 -8.0059.04 39 . -1.3760-04 , 44 _ -4.359e-04 23 5 89 _-_N310 max _.002 23 -.014 65 .002 . 4516-824A-04 56 8.88e-05 _13 3.94e-04 56 59Ci min -.002 42 -.035 59 -.002 14 -6.4140 _ 62 8.831e -0s 44 -3.703e-04 6'a, 591 N311 max .002 23 -.013_ 65 .002 45 6.653e-04 56 .9.331 a-05 25 3.841 a-04 56 592 min _.002 42 j -.035 59 -.002 1 14 -6.2738-04 62 -9.403e-05 44 -3.622e-04 62 RISA -31D Version 17.0.2[CA...1...1...1...1...1...1...1...1...1EU44 - SA - RMtructuraREU44-6 Canister.r3d] Page 36 10110. C O R E O 1�1 E Company : Core One Consulting USA Mar 26, 2019 ■ r> u s A Designer Job Number FSZ 1902UO40 12:40 PM Checked By. - Model Name EU44 GAME FARM ROAD 25 :3.834e-04 Envelope Joint Displacements (Continued) Joint X Gnl LC Y lint LC Z fin'! LC X Rotation L.. LC Y Rotation L.. LC Z Rotation r... LC 5-931 N312 I max .002 231 -.013 165 .002 45 6.64e-04 56 11.001 e-041 25 :3.834e-04 56 594.1.min 595. N313 max -.002 _ .002 42 23 -.035 -.013 59 .65 -.002 .002 _ 14 45 _ -0.2598-04 6.786e-04 62 1 -1.0048-64 144 56 19.757e-05 13 1 -3.614e-04 62 3.918e-04 56 596 A012 min -.003 42 -.035 59 -.002 14 . -6.3838-04 62 -9.68e-05 44 -3.685e44162 -8•893e-05 597 _ N314 max .006 60 -.015 65 .006 57 8.032e-04! 56 4.745e-05 56 4.637e-041 56, 5981 8.764e-05 -8.4318-05 6.625e-05 $•807e-05 7.868e-05 min 7006 54 1 -.034 35 -.006 63 -7.559e-04 62 -4.153e-05 62 -4-364e-041 62 5991 600 N315 max min .007 - -.007 60 54 -.015 -.034 65 35 .007 -.007 57 8.474e-04 63 ] -8•005e44 56 62 4.801 a-05 -4.369e-05 56 4.893e-04 62 -4.622e44 56 62 601 N316 _ max_ _ .007 60 -.016 65 .007 57 8.329e-04 56 2.976e-05 56 4.809e-04 56 602 -7.437e-04 min -.007 54 -.034 35 -.006 63 -7.865e-04 62 -2.6030-05 62 -4.541e-04 62 6031 N317 max .006 60 -.015 65 .006 57 8.03e-04 56 3.228e-05 56 4.636e-04 56; 604 45. 14 min -.006 54 -.034 35 -.006 63 -7.563e-04 62 -2.77e-05 44..-4-3666-04 62 605, N318 max .002 23 -.012 66 .002 45 6.532e-04 56 1.162e-04 13 3.771 a-04, 56 . 606 ruin -.002 42 -.036 59 -.002 2 -0.164e-04 62 -1.1618-04 -44--'3---5-5-9--0'--04j 621 6071 N319 max .002__ 23 -.011 65 .002 45 6.374e-04 56 11.215e-04 25 3.68e-04 56' 608 min _ -.002 42 -.036 59 -.002 2 -6.026e-04 62 -1.2238 04 44 47 62 609 N320 max .002 23 -.011 65 .002 45 6.363e-04` 56 1.258e-04 25 3.674e-04 56 610 min _---.002 .._ 42 _ -.037 -- 59 J.__=_002 _.._ 2 -0.o15e o4 ( 62 -1.26e-04 44 -3.4738-04 62 611 N321 max .002 23 -.011 65 .003 45 6.53e-04 156 1.216e-04 13 3.776-04 56 612 _ rein - -.003 42 -.037 _ 59 :.003 ! 2 -6.161e-04 62 -1.208e-04 19 -3.557e�t ; 62 613 N322 max .002 11 -.016 65 ; .002 45 7.05e-04 56 4.23e-05 13 4.07e-04 56 614 min -.002 42 T 11 1 -5j--.034 11 1 -.034 -.016 -.015 135 65 135 �_ 65 -.002 .001 -.001 .002 141-6.61e-04 45.6.874e-04 _� 14. 45 -6.458e-04 1 6.887e-041 62 -4.227e-05 56 5.04e-05 62 -5.13e-05, 56 5.975e-05 44 25 44 13 -3.816e-04 3.969e-04 1 -3.729044 3.976e-04 62. 56 62 56 _ 615 N323 max .001 616 - min _-.001 617 N324 max .002 6181 _._. _._. _min =002 _ 42 X034 _ 35 .._..-,00.1 _ 14 -6.47;-04 62 -0_0238-05 44 _3.7360-04 62 I 619 N325 max 002 11 -.015 65 .002 14517.008e-04 56 5.624e-05 13 4.046e-041 56 620_ 1 min 1 -.002 ' 42 -.034 35 1 -.002 1 14 -0.555e-04 62' -5.5286-05 44 -3.764e-04 62 621 max 004 23 -.013 � 65 .004 45 7.181 a-04 8.020=05 13 56 622: _N326_.. min -.004 42 -.035 -....._...-__ 59 -.004 14 _56 - _. -, _. . -6.7358 04 62 -7.7050-05.19 �4.146e=04 -3.esee-04 821 A012 W207 m,� nnq _ 'Y _ n4 d I Qr, I nnl e r. 7 nQQo_ne I rA u nQI e_nQ I 1I r,s 624 min -.003 42 -..035 35 -.003 14 -6.68-04 62 -7•852e-05 19 -3.81e-04 62 625 N328 max .003 23 -.013 65 .003 45 6.959e-041 56 9.094e-05 13 4.018e-04 56 626 142 -.035 59 -.003 14 -6.5340-04 62 -8•893e-05 19 -0.773044 62 627 628 N329 max min _ .004 -.004 23 _ 42 -.013_ -.035 65_ _ -59 .004 -.004 45 14 44 14 45 7.131 a-04 -8.691e-04 7.148e-04 -7.465e-04 6.713e-04. 56 62 57 51 56 8.764e-05 -8.4318-05 6.625e-05 $•807e-05 7.868e-05 13 19 25 44 25 4.117e-04 -3.863e-04 8.219e-04 -7.112e-04 ' 3.876e-04. 56 62 54 72 58 629 N330 max 0 49 -.014 65 0 630 min 0 17 -.034 35 0 631 ! N331 max .001 11 -.015 651 .001 632 min -.001 42 -.034 35 -.001 14 -6.336e44 62 -7.993e-05 44 -3.658e-04 62 633 N332 6341 635 N333 636 6371 N334 6381 639' N335 max min max min max min max' 0 _ 0 0 0 .001 1 -.001 0 11 1 17 48 17 11 42 49 -.015 -.034 -.015 -.034 -.013 -.035_ -.014 651 35 65 35 65 59 651 0 0 0 0 .001 -.001 0 45 6.761 a-04- 14 -6.382e-04 45. 7.394e-04 14 -7.495e44 45 6.538e-04 14 -6.188-04 44 6.914e-04 56 62 57 51 55 62 69 6.749e-05 -6.889e-05 5.151 a-05 -0.335e-05 9.979e-05 -1.011e-04 7.964e-05 25 44 25 44 25 44 25 3.904e-041 56 -3.685e-04 62 8.203e-04. 54 -7.384e44 72 3.774e-04 561 -3.568e-04 62' 8.318e-04 42' 640 min F 0 18 -.035 59 .0 25 -7.437e-04 51 -8.1430-05 44 -6.91e-04 -2312 641 N336 max. 0 49 18 -.013 -.035 65 59 0 0 44 25 6.671 a-04 -7.414e-04 68 51 9.168e-05 -9.344e-05 25 :8.4768-04 44 - -6.675e44 42 23 1 642 min0 6431 N337 max .001 1 -.001 11 1 42 J -.013 -.035 65 '.001 159 -.001 45. 14 6.46e-04 -6.11e-04 56 62 1.098e-041 -1.1120-04 1 25 3.729e-04 44 1 -3.527e-04 56 , 62 1 6441 min RISA -313 Version 17.0.2[CA...1...1...1...1...1...1...1...1...IEU44 - SA - RT1Structural1EU44-6' Canister.r3d] Page 37 Mar 26, 2019 12:40 PM Checked By. Envelope Joint Displacements (Continued) Joint X fink_ LC Y fin]_ LC Z jib LC X Rotation j... LC .Y Rotation [... LC Z Rotation I... LC 645 _ N338 max 1_ .002 11 X015 1651 .002 . 45 6.857e-04. 56.6.982e-051 13 3.959e-04, 56. 6461 O C O Company Core One Consulting USA - - �`• C L U s A Designer Job Number FSZ 1902UO40 14 -6.4428-04 Model Name EU44 GAME FARM ROAD Mar 26, 2019 12:40 PM Checked By. Envelope Joint Displacements (Continued) Joint X fink_ LC Y fin]_ LC Z jib LC X Rotation j... LC .Y Rotation [... LC Z Rotation I... LC 645 _ N338 max 1_ .002 11 X015 1651 .002 . 45 6.857e-04. 56.6.982e-051 13 3.959e-04, 56. 6461 N354 _ min -.002 42 -.034 35 -.002 14 -6.4428-04 62 -7.e-05 ..1.44 . -3.7199-04 62j 647 N339 max .001 11 -.014 65 .001 145 6.678e-04 56 8.841e-05 25 3.856e-04 56 648 max min -.001 42 -.035 35 -.001 _ 14 -6.3e-04 _ 62 $•943e-05 _ 44 -3.637e-04 62 649 N340 max . 002 23. -.014 65 .002 45 6.841 a-04 56 7.931 a-05 13 3.949e-04 56 650 max 1 min -.002 42 -.034 35 -.002 14 -0.428e-04 62 -7.918e-05 44 -3.711e-04 62 651 N341 max .003 23 -_014 65 . .003 -5.939e-04 7.004e-04 56 7.388e-05 13 4.044e-04. 5.6 652 _ max min -.003 42 -.034 _ 35 _.._ -.002 _45 14 -6.565e-04 62 -7.241e-05 44 -3.791e-04 162 6531 N342 max .002_ 11 -.015 1 65 1 .002 45 6.961 a-04 56 6.76e-05 11A3 4.019!-04 56 654 N358 min -.002 42 -.034 35 -.002 14 _ e•528e 62 -s•691e-05 44 -3.769e-04 621 655 N343 max 0 11 1 -.017 164 0 45 6.844e-04 56.3.688e-05 -1.215e-04 25 3.951e-04 56 656 N359 min 0 5 -.034 35 0 14 -6.4528-04 '62 44 . -3•799e-05 44 -3•725e-04 62 657 N345_ max 0 11 -.017 64 0_ 45 7.815e-04 57 1.798e-05'25 44 8.107e-04 54 658 N360 min 0 17 -.034 35 _ 0 14 -7.551e-04 51 -1.982e-05 44 -7.804e-041 60 659 N346 max 1 0 11 -.016 65 0 145 6.807e-04 56 5.79e-05 25 3.93e-04 56 .660 _ N361 min 0 '17 -.034 35 0 14 -6.4246-04 62 -5.9426-05 44 1 -3.709844 62 661 N347 max 0 11 1 -.016 65 0 45 7.615e-04 57 3.543e-05 25.8.167e-04 23 54 N362 max min min 0 1._7 -.034 35.i_.._.--0 44 25 � 14 -7.5258-04 51 -3.727e-05 i44 3.605e-04 -3.435e44 1-7.605e44 72 663. N348 I max _ - _ .004 -- 23 -.012 _ 165 _-- .004 45 7.011 e-041 56 9.519e-05 13 4.048e-04 56 664 �1i94--- min -.004. 42 ..__.-.036 59 ._._-.003 _ 59 2 -0.5839-04 62 -9.224e-05 19 -3.801e-04 62 6651 N349 marc .004 23 -.012 65 .004 45 7.014e-04 56 9.799e-05 13 4.05e-04 156, 3.597e-04 6661 _ 696- min -.004 42 -.036 59 -.004 2 -6.587e-04 62 -9.469e-95 19 -3.803844 62 25 N350 max .004 23 -.012 65 .004 45 7.137e-04 56 9.286e-051 13 4.121e-04 56 _667 668 min -.005 42 -.036 59 -.004 14 -6.699e-04 62 -8.8748-05 19 �3.868e-04 62 669 N351 max._ .002 23 -.01 65 .002 45 6.263e-04 56 1.314e-04:25 3.616e-04. 56 6701 min 1 -.002 42 -..037 59 -.002 2 -5.926e-04 62 -1.3199-04144 -3.421e-04 62 671 N352 max. .002 23 -.01 65 .002 45 6.25e-04 56 1.34e-04 25 3.608e-04 56 6721 min 1 -.002 42 -.037 59 -.002 2 -5.913e-04 62 -1.3438-04 44 -3.414e-04 621 673 N353 max .002 23 -.01 65 .003 45 6.345e-04 56 1.33e-04 13 3.663e-04 56 674 min -.003 42 -.037 59 -.003 2 -5•998e-04 62 -1.325e-04 19 -3.4639-04 62 675 N354 _ max 0 11 -_01265 .001456.328e-04 5611.171e -0412513.654e-04156, 676 min 0 17 -.036 59 0 14 -5.997e-04 62 -1.1876-04 144 -3.462e-042 677 N355 max 0 49 -.012 i 65 0 44_ 69 1.024e-041 25 8.645e-04 42 673 _ min _ 0 18 -.036 59 _ 0 ! 25,-7.396e-04 _6.404e-04 51 -1.041!-04 44 ' 4396i--04 23 679 N356 max .001 11 -.011 65 .001 45 i6.253e-04 44 1.291e-04 25 3.61e-04 _ 44 680 min 1 -.001 142 -.037 59 -.001 14' -5.939e-04 25 -1.304e-04 144 -3.4296-04 25 681 N357 max 0 149 -.011 65 _0 44 6.166e-04 20 1.118e-04 25 8.827e-041 42 682 min -0 18, - �_ • 037 59 _._ 0 25 -7.4189-04 39 -1.1359-04 44 $.0769-04 23 683 N358 max 0 49 -.01 651 0 44 5.975e-04 20 1.198e-04 25 9.021e-04 42 6841 min 0 18 -.037 591 0 25 , -7.5558-04 39 -1.215e-04 44 -5.705e-04 23 685 N359 max .001 23 -.011 65 .001 44 6.205e-04 44 1.329e-04 25 3.5828-04 44 686 min -.001 42 -.037 59 -.001 14 -5.893e-04 _ 25 -1.341e-04 44 -3.403e-04 25 6871 N360 max 0 12 -.009 65 .001 44 6.243e-04 44 1.458e-04 25 3.605e-04 44 668 min .- 0 18 _ 59 -.001 25 _5.9470-04 25 -1.473e-04 44 -3.434e-04 Z5 _ 68�i _ N361 max_ 0 49 .-.038 -.009 65 .001 44 5.539e-04.20 1.32e-04 I 25.9.418e-04 42. 690 min 0 18 -:038 47 -.001 25 -7.855e-04 39 -1.335e-04 ' 44 -4•836e-04 23 691 N362 max min _ .001 -.001 24 43 -.009 -.038 65 47 .002 -.002 44 25 _ 6.244e-04 -5.949e-04 44 25 1.483e-04 -1.498e-04. 25_ 44 3.605e-04 -3.435e44 44 25 692 i 693 N363 max .003 23 -.011 65 .003 45 6.533!-04 5 .248e-041 3 �1i94--- min , -.003 42 ----.037 _ 59 _ -.003 2 -6.1649-04 62 -1.234e-04 19 _3.772e-041.56 -3.559e-04 62 695 N364 max 001 24 . -.01 65 .001 44 6.23e-04 44 1.4e-04 25 3.597e-04 44 _ 696- _ ..min -.001 _ .43 -.037 59 -.001 25 -5.925e404 25 -1.413e-04 44 -3.421e-04 25 RISA -3D Version 17.0.2 [C:\ ... 1...1...\...\...1...1...\...1...\EU44 - SA - RT\Structural\EU44-6 Canister.r3d] Page 38 • Ippp C C R E C N E Company Core One Consulting USA Mar 26, 2019 - NG USA Designer Job Number FSZ 1902UO40 12:40 PM Checked By. - Model Name EU44 GAME FARM ROAD Y Rotation [... Envelope Joint Disolacements (Continued 713 N373 max 714 min 715 N374 max 716 min Joint I 23 421 X (in] LC Y fin] LC Z in LC X Rotation [... LC Y Rotation [... LC Z Rotation 1... LC 697 N365 max] 0 .. 49 -.01 165 _ .__ .001 44_15.764e-04 20 1.266e-04 25 .9.22e-04 „42 698 _ min 0 18 -.037 _ 59 _ 0 25 -7.7026-04 39 -1.282e-04 44 -5.289e-04 23 699 N366 max: 0 12 -.01 165 .001 44 6.22e-04 44 1.44e-04 125 56 3.591 a-04 44 700 56 min 0_- 43 038 59 -.00�..`�. 59 -5.921e-04 25 -1.454e-04 44 -3.4188-04 25 701 N367 max_ 001 23 _ 65 .002 44 - 6.187e-04 44 1.384e-04 25 3.572e -04i 44 702. 56 min . -.002 14-2F---.037 -.003 59 -.002 2 -5.88e-04 25 -1.393e-04 44 -3.395e-04 25 703 N368 max .001 24 -.009 651 .002 44 16.192e -04F44 .002 1.411 a-041 25 3.575e-04 44 - 704 1.071e-04 min -.002 43 -.038 59 -.00212 -5.898-04 25 -1.422e-04 44 -3.401e-04 25. 7_05 N369 _ max .002 23 __-.01 727 N380 max .003 11 -.017 64 728 min i -.003 5 -.034 35 65 .002 --- 45 6.156e-04 56 1.391e-04 25 3.554e-04 561 706 56 min _ -.002 42 -.038 59 002 2 1 -5.837e-04 25 -1.395e-04 44 -3.37e-04 25 707 N370 max .002 23 -.01 65 .002 45 '6.167e-04 44 1.366e-04 25 3.561 a-04 44 708 min_ -.002 42 -.037 59 -.002 1 _ 2 �•854e-04 25 -1.3739-04 44 -3.38e-04 25 709 N371 max 003 23 -.012 65 .003 45.6.706e-04 56 1.13e-04 13 3.872e-04 56 710 min -.003 _ ' 42 .036 59 -.003 2 1 -6•315e-04 62 -1.114e-04 19 -3.646e-04 162 711 N372 max .003 23 -.011 65 . .003 � 45 6.729e-04. 56 1.159e-04 13 3.885e-04 56 . 712 min -.004 1421 -.037 59 -.003 1 2 -6•336e-04 62 -1.1348-04 19 •3.658e-04 62 713 N373 max 714 min 715 N374 max 716 min .003 123 -.004 1421 .004 -.004 I 23 421 -.012 -.036 -.012 -.036 65 59 65 59 .003 -.003 004 -.004 45 16.865e-04 1 2 -6.455e-04 45 6.925e-04 2 -6.508e-04 56 62 56 62 1.055e-04 -1.03e-04 1.049e-04 -1.015e-04 13 19 13 19 3.964e-04 -3.727e-04 3.998e-04 -3.758e-04 56 62 56 62 717 N375 max .005 23 -.013 65 .005 57 7.345e-04 56 7.953e-05 13 4.241 e-041 56 718 min -.005 42 - _035 59 -.005 51 -6.89e-04 62 -7.496e-05 19 -3.978e-04 62 719 720 721. N376 N377 max min max .004 -.005 .002 23 42 23 .__i -.013 -.035 -.012 65 59 65- .004 -.004 .003 57 7.313e-04. 56 7.854e-05 13 4.222e-04 56 j 14 t -6.86e-04 62 -7.456e-05 19 -3.96e-04 62 145 6.708e-04 56 1.069e-04 13 3.873e-04 56 722 56 62 56 62 wain -.003 4 -.036 59 -.002 1 2 -6.316e-041 62 -1,06e-04 19 -3_647e-04 62 7231 N378 max .003 _ 23 -.012 65 ...,.. .003 45 6.883e-04 56 9.966e-05 13 3.974e-04 56 724 --- min -.003 42 -.036 59 -.003 2 -6•469e-04 62 -9.764e-05 19 -3.735e-04 62 725 N379 max .002 23 -.012 65 .002 45.16.605e-04 56 1.071e-04 25 3.813e-11041 56 726 min 1 -.002 42 -.036 59 -.002 .003 -.003 14 57 163 -6.228e4m 7.151 a-04 -6.6668-04 62 56 62 1 -1.073e-04 1.445e-05 1.451e-05 44 56 44 -3.596e-04 62 4.129e-04' 56 -3.849e-04 62 727 N380 max .003 11 -.017 64 728 min i -.003 5 -.034 35 729 730 N381 max min .004 -.004 11 42 -.017 -.034 64 . 35 .004 -.004 .008 57 7.281e-04 56 ,2.279e-05 13 4.204e-04 56 63 -6.79 ew_ 62 -2.136e-05 44 -3.926844 62 731 N384 max .008 60 -.016 65 _ 57 9.437e-04 56 5.223e-05 56 5.449e-04 56 732 733 734 735 N385 _ - N386 1 min max min max -.00_9 .009 -.009 .007 54 60 54 _ 60 -.034 35 -.017 64 -.034 35 -.016 65 -.008 63 -8.976e-04 62 -5.0598-05 62 -5.182e-04 62 .009 57 9.491 a-04 56 2.288e-05 56 5.48e-04 56 1 -.008 63 -9.0358-04 82 -2.256e-05 62 -5.2168-04 62 .007 57 8.911 a-04 56 2.693e-05 56 5.145e-04 56 736 737 .738 1 739 N387 N388 min max min max -.008 _ .008 -.008 .006 _ 54 _ 60 54 .60 -.034 -.016 -.034 -.016 135 65 35 65 -.007 63 -8.4538-04 62 -2.4_76-05 62 -4.88e-04 62 .008 -.007 .006 -.005 .005 -.005 .005 -.005 57 63 57 163 57 '63 57 63 8.954e-04 -8.489e-04 8.086e-041 -7.624e44 7.7768-04 -7.31e-04 7.74e-04 156 -7.27e-04 56 4.841 a-05 62 4.571e-05 56 2.31e-05 - 62 -2.043e-05 56 2.996e-05 62 -2.749e-05 4.033e-05 62 -3.705e-05 56 5.169e-04.56 62 -4.901e-04 56 4.668e-041 44 -4•401e44 113 4.49e-04 44'-4.22e-04 13 4.469e-04 19 -4.198e44 62 56 62 56 62 56 62- 741^1 min -.006 54 -.034 35 741 N389 max .005 60 -.016 651. 742 min -.005 54 -.034 35 7431 N390 max .005 60 -.015 651 744 min -.005 54 -.034 35 745 I_ 7746 747_ 746-.± N391 N392 max m max min .006 ---.66-6- -_.006 .005 -.005 60 54 60 . 1 54 -.014 -.034 -.015 -.034 65 35 65 35 .006 -.005 .005 . -.005- 57 - 63 57 63 _ 7.84e-04 _ -7.3660-04 7.724e-04 -7.254e-04 56 62 56 62 5.405e-05. 56 -4.7258-05 62 4.861 a-05 13 -4.495e-05 L 19 4.526e-04 -4.253e-04 4.459e-04 ` -4.188e-04 56 62 56 62 RISA -3D Version 17.0.2 [CA...\...1...1...1...1...1...1...1...IEU44 - SA - RT\StructuraREU44-6' Canister.r3d] Page 39 A Enveloae Joint Displacements Xontinued Mar 26, 2019 12:40 PM Checked By. COREONE CompanyCore One Consulting USA . Y 1nj_ Designer : FSZ LC USA Job Number 19020040 - 749 Model Name EU44 GAME FARM ROAD Enveloae Joint Displacements Xontinued Mar 26, 2019 12:40 PM Checked By. 756 _ 757 Joint min max X finj LC Y 1nj_ LC Z [in] LC X Rotation ... LC Y Rotation j... LC Z Rotation ... LC 749 N393 max .005 60 j -.014 65 _ 1 .005 57 7.689e-041 56 5.605e-05 13 -4.439e-04' 56 750 _ min -.005 54 -.034 35 -.005 63 _7.219e-04 162 -5.196e-05 19 -4.1689-04162 1.711 a-05 751 N394 max .007 60 -.015 65 .007 57 8.522e-04' 56 16.61e-05 56 4.92e-04 56 752 44 min -.007 54 -.034 35 -.007 63 -8.048e-04 162 -6.1440-05 62 -4•647e-04 62 .753 N395 4.82e-041 58 .008 60 -.015 65 .008 57 8.966e-04 56 _ 6.802e-05 56 5.176e-04 56 754 62 -max min . -.008 54 -.034 35 -.008 163 1 -8.497e-04 62 -6.502e-05 62 -4.906e-04 62 1 '7r,fZ n140F 1.132e-05. -1.168e-05 . AAA An _ n4 7 AA nnA �7 7 si')4c_nA r%A 1 774c_nr � V4 14 917n_nA �A 756 _ 757 -- N397 min max -.006 .007 54 60 -.034 -.017 35 64 -.005 .007 63 57 -7•362a-04 8.232e-04 62 56 -1.206e-05 9.556e-06 44 -4.259-04 56 4.753e-04 6.2 56 _ 758_ N411 1 min -.007 54 -.034 35 -.006 63 -7.777e-04 62 -9.3338-06 44 -4.49e-04 62 759 N400 max, .005 60 -.017 64 .005 57 7.533e-04 56 1.711 a-05 56 4.349e-04 56 76CI .003 min -.005 54 -.034 35 -.005 63 -7.065e-04 62 -1.487e-05 44 -4.0798-04 1 62 _ 761 N402 max .006 60 -.016_ 65 .006 57 8.348e-04 56 12.867e-05 56 4.82e-041 58 762 ------- .004 min -.006 54 -.034 35 -.006 163 -7.887e-04 62 -2.547e-05 62 -4•553e-04 162 min 763 764 N403 max min _.01 -.01 60 54 -.017 -.034 64 35 .01 -.009 157 63 1.097e-03 -1.051e-03 56 62 1.132e-05. -1.168e-05 67 61 6.332e-04:56 -6•065e-04 162 .004 765 N404 max .011 60 -.017 64 .01 57 a-03 56 5.011e-05 56 6.645e-04 56 -.034 35 .min -.011_.. _54 _._.034 35�._-.01 __-,_63 19 -4.067e-04 -1.151 -1.104e-03 62 1 -5.033e-05 62 -6.376e44 62 _7.__._._..---._......__-- 767 N406 max .008 60 -.017 64 .008 57 782 56 4.147e-06 2 5.082e-04 56 1 768 7&'A AIAnn min .,.�., -.008 nn1 54 a•1 -.034 Al _5_511 - -.007 63 -8.802e-041 -8.35e-04 62 -5.205e-06 44 •14 -4•821e-04 A44An_nA 62 RF 770min 1 -.005 1 42 1 534 1 3.5 1 -.004 63 -7.049-04 62 -5.3669.05 19 -4.065e-04T6 �7A LIAAn nnr I nn I ^AA I CG I nnr = 7 AAn- nA I rn I @ AL-- nr 1 AO A On- nA I ra 772 .1--_ min .. v., -.005 42 - -.034 35 -.004 51 -7.0179-04 62 -6.t767e o5 1g-4.o52e 04 62 _ 773 N411 1 max: .003 11 -.016 65 .003 57 7.268e-04 56 4.137e-05 13 4.196e-04 56 774 min mil 1 N425 ---- ..............Ix 42 -.034_._ 35 „ -.003 1 63 -6•804e-04 62 -3.942-05.44 -3•92-se-404 62 775 N412 maxi .003 23 -.015 65 .003 45 7.1519-04 56 6.2.569-05 13 4.129e-04 56 _ 776 -.036 min 1 -.003 42 -.034 35 -.003 14 -0.697e-04 62 -6.035e-05 -.19 -3-866e-041 62 777 N413 max' .004 11 -.015 65 .003 57. 7.27e-04 56 44992e-05 13 4.197e-04 56 778 -- - min -.004 42 -.034 35 .003 _.�- 63 -6.8019-04 62 _-4.349-051 1.9 -3.926e-041 62 779 N414 max .004 11 -.016 65 .004 57 7.513e-04 56 3.977e-05 13 4.337e-04' 56 780 min -.004 42 -.034 35 -.004 63 -7•044e-04 62 -3.684e-05 ' 19 -4.067e-04 62 781 N415 max .002_ 11 -.017 64 45 7.013e-04 56 1.753e-05 18 4.049e-04 56 782 min _ -.002 5 -.034 35 _.002 -:002 14 -6.546e-04 62 -1.803e -M 44 -3.78e-04 62 783 N416 max .003 11 -.017 64 .002 45 7.041 a-04 56 2.457e-05 13 4.065e-04 56 784 min. -.003 5 -.034 35 -.002 14 `. -6•558e-9 6.2 -2.43e-05.44 --3•786e-04 62 785 N419 max, .004 11 -.015 65 .004 57 7.368e-04 56 5.44e-05 13 4.254e-04 56 786 min , -.004 142 -.034 35 -.004 63 -6•903e-04 62 -5.1359-05 19 -3•985e-04 62 /2f/ N4ZU max _ 788 -3.922e-04 min 789 _ N421 max 790 _ -7.031e-04 min 791 N422 max 792 _ _ min .793 _ N423 max .794 -6.521e-05 min 795 N424 max 796 _ 1:3 min 797 N425 ---- ..............Ix -_Max]. 798 1 -4.108e-04 -.036 799 N426 14 ..800- 62 1 -6.793e-04 62 -6.453e-05 1 19 -3.922e-04 F.499e-04 56 4.88e-05 13 4.33e -04 -7.031e-04 6:2 -4.5589-05 19 -4.059e44 7.48e-04 56 6.946e-05 1.3 4.318e-0� -7.017e-04 62 -6.521e-05 19 -4.051e-04 r.584e-04 56 6.548e-05 1:3 ,4.379e -N -7.115e-04 R9 -6.083e-05114 -.002 1 -4.108e-04 .VVI VV I -.V I,+ I VJ .VVI Q 10. 1"FJG-V`F JV I V. -t 1.7C-VJ JV I `F.I we -V`? 3Tl -.007 54 -.034 35 -.006 63 -7•668e-04 62 -5.814e-05 62 -4.4279-04 & .002 23 _ -.012 65 .002 45 6.484e-04 56 1.11e-04 _25 3.743e-04 51 -.002 142 -.036 59 -.002 14 -6.124e-04 62 -1.118e-04 44 --3.536e-04 6; 001 1 11 -.012 165 .00145 6.323e-04 56 1.239-04 25 3.659-04 5+ -.001 42 -.036 59 -.001 14 -5.987e 04 62 -1.244e-04 44 -3.456e-04 6; RISA -3D Version 17.0.2[CA ... 1...\...1...1...1...1...1...1...1EU44 - SA - RT1Structural1EU44-6' Canister.r3d] Page 40 O I� (� Company Core One Consulting USA Mar 26, 2019 (� • l� R � �J Designer FSZ 12:40 PM j +, U SA Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Envelope Joint Displacements (Continued) hint X rint I C' V 1in'I I C: 7 NO I r` X Rntntinn r 1 C: Y Rntatinn r I r 7 Pntar inn r 1 C: 801 N427 max .002 11 -.017 64 .001 45 6.925e-04 56 2.892e-05 25 3.998e-04 56 802 _ 11 min -.002 5 min -660.92 35 -.001 14 -6.472e-04 62 -2.996e-05 44 -3.7369-04 62 803 804 805 _ N428 . N429 max j min max 0 0 .004 11 5 23- _-.034 -.017 -.034 -.014 64 35 65. 0 0 __ 004 45 16.905e-04 14 -6.507e-04 57 7.311 a-04 56 62 56.7.302e-05 4.331 a-05 i 25 3.987e-04 -4.497e-05 447-:3.757e-04 131-4.221 a-04 56; 82 56 806 16 min -.004 42 -.035 3 5 -.004 51 -6.856944 62_ -6-ag -05 19 -3-958e-0462 1844.722 807 N430 808 8091 N431 810 811 N432 max ruin max min max .001 _ -.001 .009 -.009 .01 23 42 60 54 60 1 -.01 -.037 -.016 -.034 -.016 65 59 65 35 '65 . .002 -.002 .009 -.008 .01 45T6 -.195e-04 44'1.335e-04 2 -5.884e44 25 57 9.505e-04 56 163 -9.042e-04 62 57 1.0649-03 56 -1.345e-04 6.842e-05 -6.7099 0 6.423e-05 25 3.577e-04 44 44 -3.397e-04 25 56 5.488e-041 56 62 -5.22e-04 62 56 6.141 a-04 56 812 .813 814 .815 816- N433 N408 min -.01 max . _ .006 min -.006 max 0 __ min 1 0 54 60 54 73 J J:j -.034 _.. -.014 -.035 0 0 35 65 135 173 1 -.009 -_ .006..__, -.006 0 0 63 57 6; 73 1 -1.018e-03 7.83e-04 -7.354e-04 073. 0 62 -6.39e-05 _56 6.184e-05 62 , -5.465e-05 0 1 0 62 -5.8758-04 56 4.521 a-04 62 -4.246e-04 73 0 1 0 62 56 . 621 1731 . 1 817 N409A max 0 731 0 73 1 0 73 0 73 0 73 0 73- 3,818 818 -..__..-._. min -- 0--- 1 ...--- 0 1 -0- .;1--- U--1-1 73 0 1 0_ 1 819 N41 CIA max 0 73 0 73 0 73 0 73 0 731 0 73 81 20 I. _ min 0 1 0 ._ 1 0_ -._1 0 1 0 1 0 1' 821 N411 A max 0 73 0 731 0 73 0 73 0 73 0 173 822 min 0 1 0 1 0 0 0 6 2.816_.,;._8 -2.799 3.018_- -2.925 1 0 .73 0 1 1'. 0 73 0 1.. _. 0-.._. 1.343e-02 Sq. 8_ 1_.6358-02 2 -1.5958.02 1 73 1 73 _-Il 8 39 8 2 0 0 0 0 _0.. --.._._ 1.344e-02 -1.6le-02 8_919e-03 -8.847e-03 1 0 1. 73 0 .73 1 0 1 1 73 0 173 _. _Q.-_..........1. 49 1.29e-02 42 19 -1.276-02 48 57 1.40le-02 42 51se42 48 823 1 N412A max 0 73 0 73 824 min 0 1 1 0 1 825 N413A max 0 731 0 73 826 ------- min...__.0 1 0 -1----0.-_._, N414A max 2.977 48 .018 24 827 828 _ min 1 -3.009 42 -.045 43 829_ _N415A max�._3.104 48 .093 14 830 min -3.07 42 -.122 45 831 832 N416_ A max _ min 3.223 -3.134 48 -42 .019_ - - -.046 _ 16 47 2.816 -2.799 2.814 -2.799 8 _ 39 _ 8 2 1.343e-02 -1.331e-02 1.338e-02 -1.331e-02 8 39 8 _ , 2 1.537e-02 -1.753e-02 1.346e-02 -1.611e-02 19 24 49 99 1.407e-02 -1.454e-02.48 1.613e-02 -1.6449-02 42 48 5 11 833 N417 max. 3.20_8 11 .094 18 834 min i -3.137 5 -.122 149 Envelope Joint Reactions RISA -3D Version 17.0.2[CA...1...1...\...1...1...1...1...1...1EU44 - SA - RT1Structura11EU44-6 Canister.r3d] Page 41 Joint X IbI LC Y..PbI LC Z [IbT LC MX Ib -ft LC MY Ib -ft LC MZ Ib -ft LC 5 456.67 _ 11 1 N24 max 655.339 42 3406.592 39 1. 1120.491 2 714.082 201629.125 2 min -660.92 48 -883.215 20 -877.37 20 -3492.768 391-630.876 48 -446.046 42 3 N35 max' 869.378 17 3598.188 47 688.445 15 1988.981 48 646.801 25 752.193 16 44 -3161.101 47 4 min -1047.561 11 -1069.928 16 -804.65 8 592.451 17 -663.592 5 N21 max 1095.538 5 3577.355 43 682.67 14 1844.722 42 623.194 21 3216.45 43 6 min -914.04 23 -1052.539 24 -806.28. 8 -476.627 23 -627.719 40 24 7 N15 maxi 0 73 3.364 1 33 ! 0 73 0 73 0 73 _-_794.78 673 8 min 0_ 1 1 _ 1.74.2 _63 0 1 0_ 1 __ 0 1----0 -73 1 9 N3 _ max 0 73 .111 39 1 0 73 .0 73 0 0 73 10 min 0 _1 0 8_ _0 1' 0 1 0 _ 1 0 1. 11 N99 max 0 73 1.458 49 0 73 0 73 0 73 0 73 12 1 min 0 1 0 5 1 0 1 i 1 0 1 0 1 max _ 0 __. 73 1.345 41 _ 0 73 _ 0 . 730 - 73 _ 0 73 RISA -3D Version 17.0.2[CA...1...1...\...1...1...1...1...1...1EU44 - SA - RT1Structura11EU44-6 Canister.r3d] Page 41 OPP-CORE'—) N E Company : Core One Consulting USA Mar 26, 2019 J Designer FSZ 12:40 PM G USA Job Number 1902UO40 Checked By. Model Name EU44 GAME FARM ROAD Envelor)e Joint Reactions (Confinue 20 —,. Joint_ 1 min X ]1b) LC _ „ ,Y pb] LC _._ Zllb]. _LC MXLtrftj-_ LC MY.jFrftL_LC 1 ,. MZ lb-ft LC 14 N28 fnin 0 1 0 10 1 0 `I 0 1 0 1 0 1 1 15 N25 0 0 '73 1.326 49 0 73 1 1731 0 73 0 73_ 16 --- ricin! 0 1 .443 67 0 1 _0 0 1 1 1 0 1 0 1 17 N26 max 0 731 1.316 40 0 73 0 73 0 73 0 '73 18 min min 0 1 .427 71 0 1 0 11 0 1 1 0 1 1 -Cj i N27 0 I 73 111 39 n 73 0 173 n 73 1 n 73 20 Nab 1 min 0 1 0 8 0 1 0 1 0 1 0 1 21 N28 max! -0 73 0 73 0 73 0 73 0 73 0 _ 7_3_ 22 _57 58 min 0 1 0 1 0 1 0 1 0 1 0 1 1 _ 23 24 N29 min,__ 0 0 73 1 .111 0 39 1 8 0 0 _ 73 1 0 ` 0 _ 73 1 0 0 73 1 0 0 73 1 26 N30 max 0 73 0 73 0 73 0 731 0 73 0 73 26 61 min 0 1 0 1 0 1 0 1 0 1 0_1 0 27 N 15A max 0 73 .116 43 0 73 0 73 0 73 0 — 73 26 64 min 0 1 1 12 0 1 3 1 0— 1_.....-..... 0--- 1 29 N 19A max 0 73 --0 - 1.351 41 0 73 1 __. 0 73. 0 --. 73 .- 0 73 30 �mlnFO 1 1 0 10 0 1 0 1 0 1 0 1 31 max, 0 73 1.449 45 0 73 0 73. 73 0_-_1 73 32 33 34 _N20 N22A min max min 0 o 0 1 73 1 0 1.293 .429 1 2 41 7'1 _ 0 _ 0 0 1 _ 73 1 0 0 0 - 1 73 1.— _0 0 0 0 _ 1 _ 73_ 1 0 0 _ 0 i 1 73 1 35 N23A max 0 73 1.357 44 0 73 0 73 0 73 0 731 36 mi n 0 1 - .431 25 0 1 0 —1—F 0 1 0 1 37 L 38T -'—min' N24A_ max 0 0 73 1 .115 0 . 43 11 I 0 0 73 1 0 0 73_ 1 0 0 73 1 0 0 73, 1 39 : 4—oT---- N25A max 0 0 73 1 0 0=1F=0-- 73 : 0 73 1 0 0 73. 1 0 0 73 1 0 0 73 1 41 N26A .rain,[ maxl 0 73 .117 43 0 73 0 73 0 73 0 73 42 1 _ min 0 1 _ 0 12 0 1 0 1 0 1 0 1 43 . N27A max 0 73 0 73 1 0 73 0 73 0 73 0 73 min 0 1 1 01 0 1 0 1 0_ 1 45 N29A max 0 73 _0_ -- .117 47 0 _ _.73 . 0 ._._... 73 -. 0--- 73 - 0 73 46 min 0 1 0 4 0 1 0 1- 0 1 0 1 47 --N33 48 max min 0 0 73 1 1.485 0 44 i 2 0 0 73 - 1 - 0 0 73 1 -0 -- 0 73 1 0 0 173 1 N34 max 0 - 73 -1.456 ~- 49 0 73 1 0 73 0 73 0 73 _49 _ 50 min 0 1 0 5 0 1 0 1 0 1 0 11 51 N36 max 0 73 1.309 45 0 73 0 73 0 73 52 Imin 0 1 .424 14 0 1 0 ---7..3.---.0-. 1 0 1 0 1 53 N 3 7 11111max 0 1.353 0 73 0 73 0 73 54 Imin ----73 0 _ 1 .433 _49 18 0 1 0 -71-0 1 0 1 0 1 1 55 56 Nab max min U 0 I I 1 .11b 0 _ 4/ 4 U 0 /;j I 1 U 0 /3 1 _ U .0 /:i 1 U 0 /�:l 1 N39 Y —6-6-0 - max -_0 1 73 1 --Q ...- 73-�-0 73 - --- 73-----.-.0. 73_._...... 0.._-._.- ._73 _57 58 in 1 0 1 0 1 0 1 1 0 ! 1_ 59 . N40 max 0 73 17 47 0 73 0 73 0 7'3 0 73 60 1 _ min 0 .J_.1 1 0 4 0 1 0 1 0 1 0 1 61 N41 max 0 73 1 0 73 1 0 73 0 73 0 73 0 73 62 63 _.-...___ N41 A min -.-0 max 0 1 73 .0 .513 1 _ 41 0 0 1 1 73 .0 0 1_ 73 0_._ 0 1 73 0 0 1 73 64 min 0 1 0 80 1 0 1 0 1 0 1 65 N45 max 0 73 .607 45 0 73 073 J. 0 1 73~1 0 173 RISA -3D Version 17.0.2[CA...1...1...\...l...t...1...1...1...1EU44 - SA - RTiStructura11EU44-6 Canister.r3d] Page 42 C O F3 E O E Company . Core One Consulting USA Mar 26, 2019 _ * -: U s A Designer Job Number FSZ 1902UO40 12:40 PM Checked By. LC Model Name EU44 GAME FARM ROAD LC Envelope Joint Reactions (Conitynue 72 1 Joint min 0_ pb1_ LC 1 0 .1 LC Ib-ftL- LC MY�ft LC MZLb-ft-L LC _-_-�- 66 73 -- ,_-- min .._X 0 1_ -YILbl 0 _.LC .__.Z_[IbL 2 0 .___.._MX 1! 0 11 1 0 1 0 1 67 N49 maxJ 0 --0--- 73 .607 -- •4J - 0 73 0 --0 -- _ 73. 0 - 73 0 --0- 73 . 68 49 0 min 0 1 p-- � 0 1 -76 ' 77 1 , 0- 1_-- 1 73 1 69 N47 max 0 73 .549 45 . 0 73 0-73. 0 73 0 73 70 0 min 0 1 0 2 _ 0 1 0 1 0 1 0 1 71 NAA 1 max n 7.1 1 .9f 1 1 sty I n 7 n 7:; n 71 n 7.q 72 1 Member min 0_ 1 D_ 2 0 1 0 .1 0 1 0 1 1 7 3 N43 max 0 73 .553 49 0 73 _ 0 73 0 73 1 _ 0 73 74 I 168 z x912443.2...21231 min 0 1 0 5 0 1 0 1 0 _ 1 0 1 75 _ N44 max 0 73 .555 49 0 73 0 73 0 73 0 73_ -76 ' 77 N45A min_ 0 max 0 1 73 0 .508 5 0 41 0 1 73 .0 0 1 73 0 0 1 73 0 0 1 731 78 8 min_ 0 1 0 9 0 1 0 1 0 1 0 -1J ,. 79 _ N6A max 0 1 73 .51 41 0 73 0 731 0 73 0 173 80 .023 _Imin .. 0 1 -0 9 113 1 0 1 .0 1 1- 0 1 81 Totals: max 2576.4671 5 4846.265 39 12438.0241 39 M74 HSS4X4X4 __.210 54 48 .088_ 82 15 min -25-76.467,1 11 2379.701 68 1-2438.0241 20 54 y .44126181 ••••139518' 16180.5 16160.5 z..;H1-1 b 16 M73 HSS4X4X4 .198 1 54 Envelope RISC 14thf360-1011: LRFD Steel Code Checks Member Sh a Code Check Loc in LC Shear..Lo Phi*Pnc...phi*Pnt ... phi*Mn... phi*Mn ...Cb- Imo. 1_ M37 HSS4X4X4. 108_51. _ 48._ .09168 -irLC 1..y. 2412443.2...21231 2462.2512462.25 1 -1a! _ 2 M19A HSS4X4X4 __852 .798 108.5 42 .100 168 z x912443.2...21231 2462.25 2462.25 .H1 1 ,H1 -1b] 1 HI -lb 1 1-11-1bl 3 M4 HSS4X4X4 .759 108.5 40 .062 168 43 12443.2. 121231 2462.25 2462.25 4 M84 HSS4X4X4 .694 108.5 49-. 168 Y 4312443.2...21231 2462.25 2462.25 5 M86 HSS4X4X4 .682 108.5 11 -.062 .097 - 168 Z 12 12443.2. + 21231 2462.25 2462.25 1 H1-1 b1 6 M82 HSS4X4X4 .656 108.5 49 1.092 168 2412443.2•! 21231 2462.25 2462.25 111 H1-1 b1 7 M89A C5X6.7 .345 --...._..__ 20.7... 43 .016 _ 21.2... Z 4443592.8..:63828 ...__...._.. _-. 1603.791 9585 ........_-.._. ._.-........ . 1•• H1 -1b 8 M89 C5X6.7 340 20.7••• 39 015 21.2... Z 3943592.8....63828 1603.791 9585 1•• H1 -1b _9 10 M90 M45 C5X6._7 PL4"x1x1/4" _ .309 .257 20.7••• 18 47 16 .014 .021 21.2...'z 4843592.8...63828 36 y X7.891 324007168.75 1603.791 9585. 1353.8031--.H1-1a 1•• H1 -1b 11 M46 PL4"x1 /4" .249 18 16 .023 0 y 481907.891 1168.75 1358.8031 -H1 -1a 12 M43 PL4"x1 /4"._.. 233 24 023..., _32400 36 y'42 907.891 32400:168.75 1358.803 1..L 13 _ M44 .. __. PL.4"x114" -._. ._ . .218 „_18 18 24 • _ .0241 _ _ ._ . 0 y 43 907.891 324001168.75 1358.8031•• -H1 -1a 14 M74 HSS4X4X4 __.210 54 48 .088_ 54 y 46'f28181....139518116180.5 16180.5 2..H1-1 b 15 M75 HSS4X4X4 .208 54 42 .085 54 y .44126181 ••••139518' 16180.5 16160.5 z..;H1-1 b 16 M73 HSS4X4X4 .198 1 54 40 .079 54 _ y i40 128181.. •139518 16180.5 16180.5 2...H1 -1b 17 M48 PL4"x1/4" .196 0 20,. .022 36 y 46,907.891 324001168.75 1358.8031..:H1 -1b* 18 M47 PL4"x1/4" .196 0 20 .024 0 -y 44!907.891 32400 168.75 1358.8031... H1 -1b* 15 M19 L2x2x1/4 .183 0 50 .058 18.75 y 47 17517.3 ... 30391.2 1291.484 1582.5181... 1-12-1 20 M50 PL4"x1 /4" _17.1 18 17 .006.., 0- � y.4 907.891 ,. 3240011,_168.75 X1358.8031... H1 -1b 21 .,-. M42A _._._ ^ L2x2x1/4 .169 1.4171 22 .063 18.75 y 43 17517.3.:.30391.21291.484:1582.5182... 1-12-1 22 M55 -PIPE 4.0 .168 155.... 54 .085 159.... 5749809.7..93240 10631.2 10631.251... _ H 1-1 b 23 M53 PL4"x1/4" .165 18- 23 .005 36 y 12 607.861 32400 168.751358.8031...H1 -1b 24 M27 L2x2x1/4 .164 39.5 ... 6 .059 21.25y 47 17517.3. 30391.2 291.484 1582.5182..: H2-1 25 M22..__..__.__. L2x2x1/4 _ .163 x.3•••,.40 1064 2125 y 4317517.3...30391.2 291.484 1582.5181._; 1-12-1 26 M45A L2x2xl/4/4 .156 �..K 10., .06:5 21.25_ y 150 17517.3.30391.2 291.484 1582.518,2... H2-1 27 „ M24 L2x2xl/4_ .150 0 42 .063.18.75 y.39.17517.3 ... 30391.2 1291.484 1582.5181... H2-1 1 28 M51 1 PL4"x1/4" .148 17.6 ... 15 .023 0 1y.56 907.891 324001168,7511358-8031 ... H1-1bI 29 1 M49 PL4"x1 /4" .138 18.3... 19 .015 0 y 12 907.891 32400 : 168.75 1358.8031...H1 -1b 367 1 52-- L4"x1/4" -_ .13_6_ 18.3... 25 .017 1�j 907_891 _ 3240168.75 1358.80311...H1 -1b: RISA -31D Version 17.0.2[CA ... 1...1...1...1...\...1... 1...1...1EU44 - SA - RT1StructurallEU44-6 Canister.r3d] Page 43 Company . Core One Consulting USA Mar 26, 2019 C O R E O Itl E Designer FSZ 12:40 PM c USA Job Number 1902UO40 Checked By. Model Name : EU44 GAME FARM ROAD Envelope RISC 14th(360-10): LRFD Steel Code Checks (Continu 36 37. 38 39 40 Member Shape Code Check Locjin] LC .Shear ..Loc in Dir LC hi*Pnc...phi*Pnt .. hi*Mn ... i*Mn_,..Cb Enn 31 M54 PL_4"x1/4" .126 17.6••• 21 014 36 58 907.891 32400 168.75 1358.8031...H1 -1b 32 M22A L2x2x1/4 _058 13.75 43..052 291.484 1582.5182.. 40,., y 39 17517.3...30391_21291_484 L2x_2x1/4 1582.51 ��. H2-1 33 M17A L2x2x1/4 _ .058 114.1.. 50 .04740 M38 y 47117517.3-30391.2 _.024 .016 291.484 1582.5181.. H2-1 34 M40 L2x2x1/4 .056 14.1•• 47_ .052 40 y 4317517.3...30391.2 50 291.484 1582.5181.. H2-1 35 M20 L2x2x1/4 .056 26.25 39 .050 0 y 43 17517.3 .. 30391.2 291.484 1582.5181... H2-1 36 37. 38 39 40 M25 M43A M41A M28 M18 L2x2x1/4 L2x2xl/4 L2x2xl/4 _ L2x2xl/4 L2x2xl/4 .053 .053 .039 .038 .035 6•••, 43 .045 26.6 ... 47 1 .049 0 114 .023 18 14 .021 0 ._ 18 ..021 0 0 0 18 0 y:47,17517.3 ... 30391.2 y 5017517.3...30391.2 y.48 27182.7...30391.2 y 42 27182.7..30391.2 1.0 27182.7..30391.2 291.484 1582.5181.. 291.48411582.5181... 1291.484 1582.5182.,. 291.484 1582.5182... 1291.484 1582.5182.4 H2-1 H2-1 H2-1 H2-1 H2-1 41 M23 •L2x2xl/4_ .028 14.25 22 1 185027182.7.:.30391.2-291.4841582.5182.. H2-1 42 M46A _ L2x2x1/4 .024 0 19 ,- ..021 .022 18 y�46,27182.7..30391.2 291.484 1582.5182.. H2-1 43 M23A_ L2x_2x1/4 17.0.. 15 .022 0 44 27182.7..30391.2 291.484 1582.5181.. H2-1 _ 44 M38 L2x2x1/4 _.024 .016 - s:3i5 48 038 -0 43 27182.7. 30391.2 291.484 1582.5181.. H2-1 45 M21A L2x2xl/4 .016 8.813 50 .032 18 y 147 27182.7 ... 30391.2 291.484.1582.5181..7 H2-1 46 M15 L2x2xl/4 .016 9.188 40 .034 0 47 27182.7...30391.:2 291.484 1582.5181... H2-1 47 M39 L2x2x1/4 .016 9 45 .036 1 18 V 5027182.7•••30391.2 291.484 1582.5181... H2-1 148 _ f 49 -t M20A M17 I_ _ L2x2x1/4 L2x2xl/4_ .016 _ 016 9.188 7.875 44 50 .038 .037 0 . 1$ 39127182.7 ... 30391.2 291.484 1582_5141... 43j27182.7...30391.2 291.484 1582.5181... H2-1.., H2-1 RISA -3D Version 17.0.2[CA ... 1 ... 1...1...1...1...1...1...1...1EU44 - SA - RT1StructuraI\EU44-6 Canister.r3d] Page 44 Project M 1902UO40 Site: EU44 ` Wind Loading Inputs7-7: FST (psf) Design Wind Velocity: 120 mph (ultimate 3 -second gust) 0.85 Wind Centerline: 72.8 ft Frame Weight: Rooftop height: 63.3 ft Distance Tray 1: Risk Category: II Tray 1 Paver Type 1: Exposure Category: C Tray 1 Paver Type 2: Adopted Building Code: 2015 IBC Tray 3 Paver Type 1: Antenna Load Standard: ASCE 7-10 Tray 3 Paver Type 2: Analysis/Design Analysis Applied Overturning Moment: Loading Data Date: 3/26/2019 By: FSZ Wind Force qz (psf) I Gh FST (psf) 37.09 0.85 14.19 Horizontal Antenna Load (AL): 872.2 9.5 5.3 5.3 3054.2 0.5 3.8 7.5 16x8x8 Hollow CMU 10 16x8x2 Hollow CMU 0 16x8x8 Hollow CMU 0 16x8x2 Hollow CMU 20 8285.9 10689.4 77.5 3810.2 1905.1 73.3 Ib ft ft ft lb ft ft Ib -ft Ib -ft % Ib lb % Height from roof to center of antenna (H): Overall Frame Bearing Width: Overall Frame Bearing Length: Frame Weight: Friction Coefficient Distance Tray 1: Distance Tray 3: Tray 1 Paver Type 1: Tray 1 # Paver Type 1: Tray 1 Paver Type 2: Tray 1 # Paver Type 2: Tray 3 Paver Type 1: Tray 3 # Paver Type 1: Tray 3 Paver Type 2: Tray 3 # Paver Type 2: Applied Overturning Moment: Overtuning Moment Resistance: Overturning Usage: Total Weight: Sliding Slide Check Overall Usaee rr CSR IIRA 1 March 26, 2019 P a g E 16 APPENDIX A Design Tables & Resources Core One Consulting USA '� C 0 R E C (�, � E Phone: (778) 805-2166 �, - L.J S A www.coreoneconsulting.com 3/26/2019 effC Hazards by Location Search Information Address: 919 Kruse Way, Springfield, OR 97477, USA Coordinates: 44.08209899999999, -123.03770700000001 Elevation: 440 ft Timestamp: 2019-03-26T16:15:50.268Z Hazard Type: Seismic Reference ASCE7-10 Document: Site -modified spectral acceleration value Risk Category: If Site Class: D ATC Hazards by Location Ixst- Sweet ,Horny - 0 21� 440 ft ELI i10 National'Fore„c wWanlette �..a_._ _�o O Springfield r'o tsae Grove. :-aRndg!F o Map data ©2019 Google MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Saw Sa(g) 0.80 0.60 0.40 0.20 0.00 0 5 10 15 Basic Parameters 0.60 0.50 0.40 0.30 0.20 0.10 0.00 Period (s) 0 5 10 15 Name Value Description SS 0.757 MCER ground motion (period=0.2s) S1 0.396 MCER ground motion (period=1.0s) SMS 0.906 Site -modified spectral acceleration value SMI 0.637 Site -modified spectral acceleration value SDS 0.604 Numeric seismic design value at 0.2s SA SDI 0.425 Numeric seismic design value at 1.0s SA Additional Information Period (s) Name Value Description SDC D Seismic design category Fa 1.197 Site amplification factor at 0.2s Fv 1.608 Site amplification factor at 1.Os https:/Ihazards.atcouncil.org/#/seismic?lat=44.08209899999999&Ing=-123.03770700000001 &address=919%20Kruse%20Way%2C%20Springfield%2... 1/2 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atr,ouncii.orgt#/seismic?lat=44.08209899999999&Ing=-123.03770700000001 &address=919%20Kruse%20Way%2C%20Springfield%2... 2/2 3/26/2019 ATC Hazards by Location - CRg 0.85 Coefficient of risk (0.2s) CR, 0.833 Coefficient of risk (1.0s) + PGA 0.363 MCEC peak ground acceleration FPGA 1.137 Site amplification factor at PGA PGAM 0.412 Site modified peak ground acceleration TL 16 Long -period transition period (s) SsRT 0.757 Probabilistic risk -targeted ground motion (0.2s) SsUH 0.89 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) S1RT 0.396 Probabilistic risk -targeted ground motion (1.0s) S1 UH 0.476 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) S113 0.6 Factored deterministic acceleration value (1.0s) PGAd 0.5 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atr,ouncii.orgt#/seismic?lat=44.08209899999999&Ing=-123.03770700000001 &address=919%20Kruse%20Way%2C%20Springfield%2... 2/2 a PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE AT&T MOBILITY SERVICES IS STRICTLY PROHIBITED. VICINITY MAP STE LOCATION r65 1 ` 44:06219; 23.03761 r1 - � s, � W vesry ce 1►( v _ North Spingfecl 4 3 Cri Wi 4a,aa: sil6g, ls� Cua Cerftr �y ? aC1, N -.. s•Tlb.f'TS'F r-£ yl C;r. N �v tpastt #'}aegs�vgy� �. NTS F, A'. Spr-ingfield 1.Islj A,e ply +�, Fr.:.Y1P R,td - ,SAS >:errva.�=sin u,,..>,_�•d - �'"�:'' Your world. Delivered. kiANIE FARM ROA -1r)" 919 KRUSE WAY SPRINGFIELD, OR 97477 E U 44 I FA: 10127746 GENERAL LOCATION MAP CONSULTANT GROUP SIGN OFF DATE SIGNATURE j} L:rd9 I Nma, 4� Nara+-1 COMPLIANCE h:Ctlbii7JE ,al,.sx PROJECT MANAGER DEPLOYMENT MANAGER SITE ACQUISITION EQUIPMENT ENGINEER TAr n w sy..,nna: Rhebrnd A", Fy.iNlLemd C•w,x,al.'xn RF ENGINEER '�¢r ,[Gml: farm Ed. � , D:a-_cr.q-Fe. y_RC - :.,zr.-sem.-••cRand +:�+SI,sO1V - - PROPOSED COMPOUND LAYOUT PLANS • • • • P° ae A-3 EQUIPMENT LAYOUT PLANS • X Is All, A, ELEVATIONS A-5 EQUIPMENT DETAILS I si � r _li23 U, EQUIPMENT DETAILS • n • 44.06219,2303761- SITE DETAILS A-8 GRADING & EROSION CONTROL PLAN s A-9 GRADING & EROSION CONTROL DETAILS ' 4 a r' !. A-11 PROPANE TANK DETAILS • • • N y.m • Of[r SIGNAGE DETAILS gr gAs'e v '� i FlamlrtanAce SIGNAGE DETAILS II :j � �' ANTENNA CONFIGURATIONS X n:s�. I '— } ' RF -3 RF DETAILS � i, I•i X�4.11 l� f r IT t X ,f,t GROUNDING PLAN X e cn.vsii GROUNDING DETAILS G-3 GROUNDING DETAILS G-4 DRIVING DIRECTIONS TAKE 1-5 SOUTH TOWARD BEVERTON/SALEM. TAKE EXIT 195A TOWARD SPRINGFIELD/GATEWAY MALL. MERGE ONTO OR -569 E. TURN RIGHT ONTO HUTTON ST. TURN LEFT ONTO KRUSE WAY. DESTINATION WILL BE ON THE LEFT. APPROVAL/SIGN OFF OF DRAWINGS CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE CONSTRUCTION MANAGER COMPLIANCE LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER PROJECT MANAGER DEPLOYMENT MANAGER SITE ACQUISITION EQUIPMENT ENGINEER ZONING INTERCONNECT SITE ACQUISITION MANAGER OPERATIONS PERMITS RF ENGINEER REVIEWERS. SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED RF ENGINEER MANAGER PROJECT INFORMATION APPLICANT: VELOCITEL LLC. 8/0 AT&T MOBILITY CORP 4004 KRUSE WAY PL., SUITE #220 LAKE OSWEGO. OR 97035 DAN DUTTON PH: (503) 756-3888 PROJECT ENGINEER: VELOCITEL LLC. 576 COLONIAL PARK DR., SUITE #200 ROSWELL, GA 30075 HUGO W. JUSTINIANO, PE CODE INFORMATION' ZONING CLASSIFICATION: CC (CENTRAL CITY) BUILDING CODE: OSSC 2014 CONSTRUCTION TYPE: V—B OCCUPANCY: R-3 JURISDICTION: CITY OF SPRINGFIELD SITE LOCATION: (BASED ON NAD 83) TAX LOT #: 17032220 7000 LATITUDE: N 44' 04' 55.9" (44.08219) LONGITUDE: W 123' 02' 15.4" (-123.03761) TOP OF STRUCTURE AGL: 67'-6' BASE OF STRUCTURE AMSL: t 440.0' PROJECT AREA: APPROXIMATE LEASE AREA: 500 SQ. FT. GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. 3. SIGNAGE IS PROPOSED. PROPERTY OWNER: GOPURA, LLC. 840 BELTUNE RD. SUITE 202 SPRINGFIELD, OR 97477 CONTACT: RICHARD BOYLES PH: (541) 284-0613 PROJECT DESCRIPTION: AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO TELECOMMUNICATIONS FACILITY CONSISTING OF AN EXISTING ANTENNA ARRAY ON A ROOFTOP AND AN ELEVATED STEEL EQUIPMENT PLATFORM. AT&T WILL REMOVE/REPLACE FROM ROOF TOP & TRIPOD MOUNTS: e 1 LTE 700/1900 ANTENNA PER SECTOR, (3) TOTAL • 1 LTE AWS/UMTS 850/1900 ANTENNA PER SECTOR, (3) TOTAL 1 LTE 700 RRH PER SECTOR, (3) TOTAL e 1 LTE AWS RRH PER SECTOR, (3) TOTAL e 2 TMA's PER SECTOR, (6) TOTAL 9 FIBER JUMPER CABLES AT&T WILL INSTALL ON ROOFTOP & TRIPOD MOUNTS: • 1 LTE 700/1900/AWS ANTENNA PER SECTOR, (3) TOTAL e 1 LTE 850 ANTENNA PER SECTOR, (3) TOTAL e 1 LTE 850 05 RRH PER SECTOR, (3) TOTAL e 1 LTE 700 812/14 DUAL RRH PER SECTOR, (3) TOTAL e 1 LTE 825/66 DUAL RRH PER SECTOR, (3) TOTAL s 9 DUAL FIBER JUMPER CABLES AT&T WILL REMOVE FROM ELEVATED STEEL EQUIPMENT PLATFORM: e (1) LTE 850 RRH PER SECTOR, (3) TOTAL AT&T WILL ADD TO ELEVATED STEEL EQUIPMENT PLATFORM: e �1 INSTALL BREAKERS AS NEEDED 11 ASIK AND (1) ABIL CARD IN EXISTING FSM4 UNIT DRAWING INDEX INC DWG # DESCRIPTION X T-1 TITLE SHEET SV -1 SURVEY X GN -1 GENERAL NOTES X A-1 OVERALL SITE PLAN X A-2 I EXISTING COMPOUND LAYOUT PLANS X A-2.1 PROPOSED COMPOUND LAYOUT PLANS • • • • X A-3 EQUIPMENT LAYOUT PLANS • X A-4 ELEVATIONS A-5 EQUIPMENT DETAILS A-6 EQUIPMENT DETAILS • n • A-7 SITE DETAILS A-8 GRADING & EROSION CONTROL PLAN s A-9 GRADING & EROSION CONTROL DETAILS ' A-10 GENERATOR DETAILS • • • • A-11 PROPANE TANK DETAILS • • • X A-12 SIGNAGE DETAILS X A-13 SIGNAGE DETAILS X RF -1 ANTENNA CONFIGURATIONS X RF -2 RF DETAILS RF -3 RF DETAILS RF -4 RF NOTES X G-1 GROUNDING PLAN X G-2 GROUNDING DETAILS G-3 GROUNDING DETAILS G-4 GROUNDING DETAILS E-1 UTILITY SITE PLAN E-2 ELECTRICAL DETAILS E-3 ELECTRICAL BBU DATA S-1 SHELTER FOUNDATION DETAILS I LEGAL DESCRIPTION I ALL THAT LAND WITHIN SYCAN COMMERCIAL PARK 1ST ADDITION AS PLATTED AND RECORDED IN FILE 75 SLIDES 1 AND 1040, LANE COUNTY OREGON PLAT RECORDS, AND IN RECEPTION #2000-070602, LANE COUNTY OREGON DEED RECORDS. SAID TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: LOT 2 OF THE REPLAT OF A PORTION OF LAT 8 AND A PORTION OF LOT 7 OF SYCAN COMMERCIAL PARK, AND OTHER LANDS AS RECORDED IN FILE 75, SLIDES 759 AND 760, LANE COUNTY OREGON PLAT RECORDS, SPRINGFIELD, LANE COUNTY OREGON. LOTSSS 1-4 OF SAID SYCAN COMMERCIAL PARK 1ST ADDITION WEERE VACATED PER CITY OF SRINGFIELD VACATIN ORDINANCE NO. 6176 AS RECORDED ON 20 JULY 2006 IN RECEPTION NO. 2006-050681 LANE COUNTY OREGON DEED RECORDS. at&t MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 vebrdt , Ilc complete wireless so vt ons 4004 KRUSE WAY PLACE BLDG.4004, SUITE 4 220 LAKE OSWEGO, OR 97035 SITE: EU44 GAME FARM ROAD 91.9 KRUSE WAY SPRINGFIELD, OR 19 si7b PROJECS: • _ . __• ' -bTE 6C/RM • •, • FAJ: 10127746 DRAWN BY: TAH CHECKED BY: JW CURRENT ISSUE DATE: 4/25/19 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: TITLE SHEET SHEET NUMBER: REV, T -i o GENERAL NOTES: 1. - VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND GENERAL NOTES: (-ONTIN D) 20. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP CONCRETE 6. NOTES: (CONTINUED) REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN SAFETY PROCEDURES FALL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AT&T AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDUNED ACCORDANCE WITH ACi 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT OWNER REQUIREMENTS. z SET TO AT&T. UPON COMPLETION. LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'. PROVIDE CORNER BARS AT 2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR TORE POLE NOTES: THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 21. FOR CO -LOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S PARTICIPATION IN BID WALK. FABRIC A MINIMUM OF B" AT SIDES AND ENDS. 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, ANTENNA LOADING IS TO BE DONE BY OTHERS. LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS 22. CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE CONSTRUCTION MANAGER AND ARCHITECT. GRADE 60, fy=60,000 PSI. AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE REQUIREMENTS. PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH 23. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY 9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND AT&T CONSTRUCTION MANAGER. UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. SYMBOLS AND ABBREVIATIONS CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WiTH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES 24. WHERE ANCHORING TO A CONCRETE ROOF SLAB, CONTRACTOR SHALL CONFIRM 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS A/C AIR CONDITIONING MAX MAXIMUM SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND FOLLOWS: AGL ABOVE GROUND LEVEL MECH MECHANICAL AND IN WRITING. ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL APRX APPROXIMATELY MTL METAL INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" AWS ADVANCED WIRELESS SERVICE MFR MANUFACTURE 4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET BBU BATTERY BACKUP UNIT MGR MANAGER FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE 25. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE FORMED SURFACES EXPOSED(= #6 BARS) 2' BLDG BUILDING MIN MINIMUM SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). BLK BLOCKING MISC MISCELLANEOUS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR PLASTIC ZIP TiES SHALL NOT BE PERMITTED FOR USE ON AT&T PROJECTS. TO EARTH OR WEATHER (= #5 BARS) U¢" CLO COUNG NA NOT APPLICABLE SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE! PANDUTT CORP. METAL LOCKING TIES CUR CLEAR NIC NOT IN CONTRACT PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE MODEL NO. MLT4S-CP UNDER SERIES -304 (OR EQUAL). PANDUIT PRODUCT SLABS AND WALLS (INTERIOR FACE) 34" CONC CONCRETE NTS NOT TO SCALE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA, WA. CONST CONSTRUCTION OC ON CENTER WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. CONT CONTINUOUS OD OUTSIDE DIAMETER OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT 26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS DBL DOUBLE PCS PERSONAL COMMUNICATION OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR IN THE AREA OF WORK TO PREVENT DAMAGE FROM WEATHER AND 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 0 DIAMETER SERVICE EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. DIAG DIAGONAL PDU POWER DISTRIBUTION UNIT 13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER DN DOWN PLYWD PLYWOOD 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN SiTE NOTES: AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WiTH THE DET DETAIL PROD PROJECT THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT DWG DRAWING PROP PROPERTY FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND 1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER LEAST EQUAL TO THE MATERIAL ON WHICH IT iS PLACED (3,000 PSI MINIMUM). EA EACH PT PRESSURE TREATED PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE DEBRIS NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE ELEV ELEVATION REQ REQUIRED • • CONTRACT. INSTALLATION. 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE ELEC ELECTRICAL RF RADIO FREQUENCY TESTING TO CONFIRM CAPACITY UNLESS WANED BY ENGINEER AND LOCAL EQ EQUAL RM ROOM ' • "' • 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 2. ELEVATION OF SUBGRADE TO BE WiTHIN .10 FOOT OF ELEVATIONS SHOWN ON JURISDICTION. EQUIP EQUIPMENT RO ROUGH OPENING w MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL, FILL, AND MULCH. EXT EXTERIOR RRH REMOTE RADIO HEAD WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. STRUCTURAL STEEL NOTES: FIF FIBER INTERFACE FRAME SHT SHEET 3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED FIN FINISH SIM SIMILAR • • 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAY FROM 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND FLUOR FLUORESCENT SPEC SPECIFICATION • • • IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO AVOID LOW THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION, FLR FLOOR SF SQUARE FOOT ' • • ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL SPOTS AND STANDING WATER. FT FOOT SS STAINLESS STEEL 000000 LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD GA GAUGE STL SIM • • AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND 4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES. WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED GALV GALVANIZED STRUCT STRUCTURAL STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR GC GENERAL CONTRACTOR STD STUD 000000 5. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR GRND GROUND SUSP SUSPENDED • • B. CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF DETAILS INDICATED AND BE MOUNDED 6 INCHES IN THE CENTER OF THE BED BUILDINGS' LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2014 GSM GLOBAL SYSTEM MOBILE THRU THROUGH CONSTRUCTION DOCUMENTS UPDATED WiTH THE LATEST REVISIONS AND ADDENDA ABOVE THE EDGE OF THE LANDSCAPE AREA. OSSC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE GYP GYPSUM BOARD TMA TOWER MOUNTED AMPLIFIER OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL HORZ HORIZONTAL TND TINNED 6. NOTIFY AT&T AND THE ARCHITECT IF MODIFICATIONS TO THE SHOWN GRADING INSPECTION REPORTS AND TEST RESULTS. HR HOUR TYP TYPICAL 9. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK. HT HEIGHT UMTS UNIVERSAL MOBILE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: ID INSIDE DIAMETER TELECOMMUNICATION SERVICE OTHERWISE. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT 7. FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL, OR ON IN INCH VERT VERTICAL STRUCTURES. ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE TYPE OF MEMBER INFO INFORMATION W/ WITH OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL. NOTIFY ARCHITECT A. WIDE FLANGE SHAPES ASTM A992, GRADE 50 INSUL INSULATION W/0 WITHOUT 10. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI INT INTERIOR WCS WIRELESS COMMUNICATION MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI LBS POUNDS SERVICE PROJECT SiTE. 8. RLL AND SLAB BASE MATERIAL SHALL BE 3/4' MINUS CRUSHED ROCK PLACED C. PIPE COLUMNS ASTM A53, Fy 35 KSI LTE LONG TERM EVOLUTION WP WATER PROOF IN 8" (MAXIMUM) LOOSE LIFTS AND COMPACTED TO 98% ASTM D1557 OR D. STRUCTURAL TUBING ASTM A500, Fy 46KSI 11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF AASHTO T-180. E. ANCHOR BOLTS ASTM A307 LEGEND NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL F. CONNECTION BOLTS ASTM A325 TWIST -OFF PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 9. SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE 2014 OSSC - - SUBJECT PARCEL SECTION 1705 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE 4. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL e.® SECTION LINES 12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING LOCAL JURISDICTION. EXPOSED TO WEATHER AND WHERE NOTED. - - PROPERTY LINES IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT elxr.LAI INeorrrinuc. SPECIAL _ . _ __. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A I.S.C. AND AWS STANDARDS - - - RIGHT-OF-WAY LINES MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. AND SHALL BE PERFORMED BY ANSi/AWS 131.1 CERTIFIED WELDERS USING E70 a- .05 PROPOSED CONTOUR - MAJOR 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY XX ELECTRODES. ONLY PRE -QUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE �_ -o PROPOSED CONTOUR - MINOR 13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE 0.02 EXISTING CONTOUR - MAJOR DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 EXISTING CONTOUR -MINOR CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS -CX Cx -CX CX- COAXIAL CABLE RUN FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL. NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF -F0 - Fo - - FO - Fo - FIBER OPTIC CABLE RUN WELDED BARS. -E-E- -E E- ELECTRICAL CABLE RUN 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WiTH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED CONCRETE NOTES: 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND -T-T- -T T- TELECOM UNDER/OVER HEAD BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318. GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ❑ O- -13-13- FENCE - SEDIMENT ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. -x ' x -x x FENCE - CHAINUNK, /W BARB 15. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL TO AVOID DISTURBING NORMAL BUSINESS. ACCORDANCE WITH CHAPTER 19 OF THE 2014 OSSC. CEMENT SHALL BE ASTM MEMBERS." C150, PORTLAND CEMENT TYPE II U.N.O. 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4' DIA.) NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF LICENSES) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. PE AND PO INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DUI. ASild 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALT. BE AIR -ENTRAINED A307 BOLTS UNLESS NOTED OTHERWISE. INSPECTIONS, WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE MOIST 9. (UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE IN % 18. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND SHALL BE AIR ENTRAINED IN ACCORDANCE WITH ACI 318, SECTION 4.4.1. ACCORDANCE WiTH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT CAUTIONI CALL BEFORE YOU DIG] BURED UTILITIS EXIST IN THEUTILITY INFORMATION SHOWN MAY NOT) BE COMPLETE. CONTACT THEONEEA E --CALL 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT D MANUFACTURERS WRITTEN INSTRUCTIONS. Know what's below. UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. . dl OU fore ��II be CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE. ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 Y g REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO 11. TOUCH UP ALL FIELD DRILLING, WELDING AND CUT SURFACES WITH 2 COATS OF 19. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. KIM. SUBMIT TO AT&T. ALONG WiTH REDLINED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING STRUCTURAL DRAWINGS AND NOTES SHALL TAKE PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. PRECEDENCE OVER ALL DRAWINGS AND NOTES. at&6 MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 ekcltd, LIC compile IreTess s utl- ons j 4004 KRUSE WAY PLACE Ij BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EU44 GAME FARM ROAD 919 KRUSE WAY SPPj AFIELD, OP••9�¢Z7 e • L7r6 6C/FfflI-" ISSUED FOR: FAQ: 10127746 DRAWN BY: MH CHECKED BY: 1W CURRENT ISSUE DATE: 4/25/19 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: GENERAL NOTES SHEET NUMBER: REV. GN -1 1 0 BLDG. ) PROPERTY LINE 'TT i "T�TTT�TtFT �TTTTTT -IT T : T T T T T —. �� (1a�1a�1191111111.� THE INFORMATION CONTAINED IN THIS SET CONSTRUCTION DOCUMENTS IS LIQ PR PROPRIRI ETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY — PROHIBITED. :C U) SHEET TITLE: Z OVERALL SITE PLAN %Hi42 \ RIGHT-OF-WAY LINES SHEET NUMBER: REV. OVERALL SITE PLAN j Am 1♦ 0 --� =: KRUSE WAY BLDG. ) PROPERTY LINE 'TT i "T�TTT�TtFT �TTTTTT -IT T : T T T T T —. �� (1a�1a�1191111111.� THE INFORMATION CONTAINED IN THIS SET CONSTRUCTION DOCUMENTS IS \\\\ I PR PROPRIRI ETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY — PROHIBITED. LEGEND \ SUBJECT PARCEL SHEET TITLE: \ SECTION LINES OVERALL SITE PLAN %Hi42 \ RIGHT-OF-WAY LINES SHEET NUMBER: REV. OVERALL SITE PLAN j Am 1♦ 0 --� )G. T z - 273 't SETBACK ti ` �a AT&T SITE EXISTING AND PROPOSED EQUIPMENT MOUNTED ON EXISTING J EQUIPMENT PLATFORM - `. ' r•-rrxr :x. - ®T PUTT T TTITTTTTT U TTTTTTTT T BLDG. - ]C i V! 'A 1 i T a a • • / BLDG. BLDG. , SCALE: 1-=3D' ==59i9R—" SCALE: 11 -OW 0' 30' i I 1 DATE RECEIVED q ZQ 119 JOB NO. q' pco la y ZONE OCCUPANCY GROUP UNIT OCCUPANCY LOAD STORIES TYPE CONSTRUCTION LEGAL DESCRIPTION 1 '70,3,12-:. oulooO ADDRESS CII ui2_ OWNER LTHE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH f ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT. CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL BE I APPROVED BY THE BUILDING OFFICIAL. CITY OF SPRINGFIELD, OREGON APPROVED BY DATE BLDG. BLDG. BLDG. MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 complete w1relfass ao utlon■ 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EU44 GAME FARM ROAD %19 KRUSE WAY SPRINGFIELD, OR •9e7•t97 •••• .... • . • 1..T@ 6C/RW? • • • • ISSUED FOR: • • • s • • 42®►NSTRUCTIt3N' •V4/25/1 �eMITTAu? DESCRIPNON• •BYBLDG. PRELIM CDB• • +1H FINAL LbS MH �9 EXISTING AND PROPOSED AT&T \` BLDG. FAI: 10127746 ANTENNAS MOUNTED WITHIN MODIFIED . BLDG. DRawN BY: MH CANISTERS _ .. CHE•C�KrED BY:,,r nam. JW ooi 4/25/19 h ii i i i i I r' ' ` ill EXPIRATION DATE: 06/30/2019 N THE INFORMATION CONTAINED IN THIS SET CONSTRUCTION DOCUMENTS IS \\\\ I PR PROPRIRI ETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY — PROHIBITED. LEGEND \ SUBJECT PARCEL SHEET TITLE: \ SECTION LINES OVERALL SITE PLAN _ = PROPERTY LINES \ RIGHT-OF-WAY LINES SHEET NUMBER: REV. OVERALL SITE PLAN j Am 1♦ 0 EXISTING (4) 208 DC EXISTING AT&T ANTENNA ARRAY EXISTING (3) FIBER JUMPER CABLES. (NOT SHOWN FOR CLARITY) EXISTING AT&T ANTENNA ARRAY CABLES. (2) TO BE REMOVED & ALPHA &BETA SECTOR, REPLACED, (1) TO REMAIN SEE RF -1 (NOT SHOWN FOR CLARITY) / ALPHA SECTOR, SEE RF -1 \11/r9-1� EXISTING 6'-0" 0 X 9'-0" II n TALL ANTENNA SHROUD EXISTING (1) 608 DC CABLE. EXISTING AT&T 10'-0" x 24'-0" ELEVATED STEEL EQUIPMENT PLATFORM, SEE A-3 FOR EXISTING EQUIPMENT EXISTING LTE 850 RRH, (1) PER J r SECTOR, (3) TOTAL TO BE REMOVED & REPLACED ar EXISTING AT&T ANTENNA ARRAY (NOT SHOWN FOR CLARITY) GAMMA & BETA SECTOR, SEE RF -1 EXISTING 6'-0" 0 X 9'-0" TALL ANTENNA SHROUD SCALE: 1"-5' SCALE: 1'-10' •III EXISTING (1) 608 DC CABLE a EXISTING (3) FIBER JUMPER. CABLES. (2) TO BE REMOVED & REPLACED, (1) TO REMAIN a EXISTING (2) FIBER JUMPER CABLES TO BE REMOVED & REPLACED EXISTING (12) 7/8" COAX EXISTING (2) 208 DC AND (1) 608 DC CABLE --- EXISTING (4) FIBER JUMPER CABLES. (3) TO BE REMOVED & REPLACED, (1) TO REMAIN VA EXISTING 5'-0" 0 X 9'-0" TALL ANTENNA SHROUD EXISTING 6'-0" 0 X 9'-0" TALL ANTENNA SHROUD EXISTING AT&T ANTENNA ARRAY (NOT SHOWN FOR CLARITY) BETA & GAMMA SECTOR, SEE RF -1 i at&t .I MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE, STE.200 TUALATIN, OR 97062 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EU44 GAMEFARM ROAD %19 KRUSE WAY SPRINGFIELD, OR 4W4J7 • • r: ...... • tTE 6C/RIVh • • • ISSUED FOR: GOItISTRUCTIO • • • • • • _ SUBMITTAL2P • • • • • _ • • • REV. DATG I DESCfaPW BY • • • s • • A 1/16/1}1 PRELIM Cq,4• JOH • • 0 4/25/19 FlNAL ODS MH FAQ: 10127746 DRAWN BY: MH CHECKED BY: ry 6kIRRENT ISSUE DATE: 4/25/19 STAMP: PRO, GI 866 E THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMERTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBTEO. NSHEET TITLE: _ EXISTING COMPOUND LAYOUT PLANS I SHEET NUMBER: REV. EXISTING COMPOUND LAYOUT j A -G 0 m� E 22 -x34- SCALE: 1Yx17' SCALE: PROPOSED AT&T ANTENNA ARRAY (NOT SHOWN FOR CLARITY) ALPHA SECTOR, SEE RF -1 EXISTING 6'-0" 0 X 9'-0" TALL ANTENNA SHROUD EXISTING (1) 608 DC CABLE. EXISTING (1) FIBER JUMPER CABLES PROPOSED (2) DUAL FIBER CABLE EXISTING AT&T 10'-0" x 24'-0" ELEVATED STEEL EQUIPMENT PLATFORM, SEE A-3 FOR PROPOSED EQUIPMENT PROPOSED LTE 850 85 RRH, (1) PER SECTOR, (3) TOTAL EXISTING 5'-0" 0 X W-0" TALL ANTENNA SHROUD PROPOSED AT&T ANTENNA ARRAY (NOT SHOWN FOR CLARITY) GAMMA & BETA SECTOR SEE RF -1 Il EXISTING (1) 508 DC CABLE PROPOSED (1) DUAL FIBER CABLE EXISTING (1) FIBER (I JUMPER CABLES EXISTING 5'-0" 0 X 9'-0" TALL ANTENNA SHROUD PROPOSED AT&T ANTENNA ARRAY (NOT SHOWN FOR CLARITY) ALPHA & BETA SECTOR, SEE RF -1 - EXISTING (4) 208' DC CABLES. PROPOSED (3) DUAL FIBER CABLES EXISTING (12) 7/8" COAX c EXISTING (2) 208 DC —� A14D (1) 608 DC CABLE r EXISTING (1) FIBER JUMPER CABLES. PROPOSED (3) DUAL FIBER JUMPER CABLES EXISTING 6'-0" 0 X 9'-0" TALL ANTENNA SHROUD PROPOSED AT&T ANTENNA ARRAY (NOT SHOWN FOR CLARITY) BETA & GAMMA SECTOR, SEE RF -1 E else at&t MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 old, Ilc comp e e v rd ess solutions 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EU44 GAME FARM ROAD 919 KRUSE WAY SPVMFIELD, OF•g7.V7 PROJFST. e e • XTrE 6C/A ° ISSUED FOR: P°ONSTRUCTipN' SUBMITTALS• • • • • REV. TT _' DEECTP.TI N. _ 113Y A 1/16/Ms PRELIM CDS_ MH 0 4/25/19 FINAL SDS MH •00006 else•. • goes FAQ: 10127" DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE. 4/25/19 STAMP: PROFFss G1 IF 86 0 PE f GREG N EXPIRATION DATE: 06/30/2019 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. NSHEET TITLE: PROPOSED COMPOUND LAYOUT PLANS I SHEET NUMBER:� REV. { �"G g 1 0 PROPOSED COMPOUND LAYOUT j EXISTING TE43 CABINET W1 LTE EQUIPMENT AND DC6-RM EXISTING UMTS 24'-0' MOUNTED TO�H-FRAME (1) PER SECTOR, (3) TOTAL TO BE REMOVED 22'x34' SCALE: I -2.5' II"x17* SCALE: 1'-5' 0' 2.5' S' EXISTING AT&T 10'-0" x 24'-0" ELEVATED STEEL EQUIPMENT PLATFORM NG BBU CABINET DU CABINET 'IES EXISTING EQUIPMENT EXISTING EQUIPMENT LAYOUT122 INSTALL BREAKERS AS NEEDED IN EXISTING TE43 CABINET SCALE: 1'=2.5' SCALE: 1"65' O' 2.5' 5' rnUrwcV tt/ n In oc (1) ABIL CARD IN EXISTING FSPA4 UNIT a .1y1.- ~� a6&t MOBILITY AT&T MOBILITY CORP. 19601 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 ve&i*t 1, Ilc comp ate vire eas so ut ons 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EU44 GAME FARM ROAD 919 KRUSE WAY SPJjr,,FIELD, 0%9ZJ7e7 I •.LTE:6c/RV. Y -J ISSUED FOR: OON iRUCTiNN FAJ: 10127746 DRAWN BY' MH CHECKED BY: JW CURRENT ISSUE DATE: 4/25/19 11EXPIRARON DATE: 06/30/2019 �� THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY N PROHIBITED. I SHEET TITLE: EQUIPMENT LAYOUT I PLANS SHEET NUMBER: REV. PROPOSED EQUIPMENT LAYOUT 1 A-3 0 IF EXISTING LTE AWS/UMTS 850/1900 ANTENNA (1) PER SECTOR, (3) TOTAL TO BE REMOVED & REPLACED EXISTING LTE AWS RRH (1) PER SECTOR, (3) TOTAL TO BE REMOVED & REPLACED EXISTING TMA (2) PER SECTOR, (6) TOTAL TO BE REMOVED EXISTING BUILDING 1. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. 2. CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION — EXISTING LTE 700/1900 ANTENNA (1) PER SECTOR, (3) TOTAL TO BE REMOVED & REPLACED PROPOSED LTE 850 ANTENNA EXISTING LTE 700 RRH (1) PER SECTOR, (3) TOTAL (1) PER SECTOR, (3) TOTAL EXISTING LTE WCS/850 ANTENNA TO BE REMOVED & REPLACED (1) PER SECTOR, (3) TOTAL FOR EXISTING ROOFTOP TO BE RELOCATED EQUIPMENT, SEE A-3 PROPOSED LTE 850 85 RRH TDP OF EXISTING AT&T CANISTERS r� (1) PER SECTOR (3) TOTAL 1 177.3' AGL EXISTING ANTENNAS RAD CENTER ±72.8' AGL —_ — — TOP OF EXISTING PARAPET r7 — *6T_5 AGL TOP OF EXISTING ROOF z = EXISTING LTE C5 RRH 163.3 AGL �w (1) PER SECTOR, (3) TOTAL TO BE. RELOCATED. EXISTING DC2 SURGE SUPPRESSOR (1) PER SECTOR, (3) TOTAL TO EXISTING DC RGE SUPPRESSOR., REMAIN — — (1) PER SECTOR, (3) TOTAL TO REMAIN — — EXISTING BUILDING NON—AT&T EQUIPMENT _ NOT SHOWN FOR CLARITY . 'r i# T"TTTTI^ EXISTING RELOCATED LTE WCS/UMTS 850 ANTENNA (1) PER SECTOR, (3) TOTAL FOR PROPOSED ROOFTOP EQUIPMENT, SEE A-3 �— __ EXISTING REL CAT D E WCS RRH (1) PER SECTOR, (3) TOTAL � �l) NG DC6 SUR E SUPPRESSOR -- (1) PER SECTOR, (3) TOTAL 199' CRANE PERMITTED. PROPOSED LTE 700/1900/AWS '- at&t MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 ®VeIoc1 d, Ilc comp ate re a:s ao ut on• 4004 KRUSE WAY PLACE BLDG.4004, SUITE MO LAKE OSWEGO, OR 97035 SITE: EU44 GAME FARM ROAD 919 KRUSE WAY SPRIVP.IELD, OR m7.4ZZ It • • PROJECT• ISSUED FOR: CONS=TRUC Il®N — rrrr�is•�rli5i. ro =— lire _ __ _ 9h��' ee�_� I I NE�-= N�� II I��r•Irr•® SCALE: NM EXISTING ELEVATION 2 1 2 2 itmjr SCALE: "m SCALE: Nfs 1 i x17' SCALE: NTS ___. .I_+-• Z INFORAIA710N CONTAINED IN THIS �: I SET OF CONSIRUCRON DOCUMENTS IS _ _ i. 'T — •--+-... -:: i PROPRIETARY BY NATURE ANY USE OR ..- DISCLOSURE OTHER THAN THAT WHICH - - — — -- - --' — - RELATES TO AT&T MOBILRY IS STRICTLY PROHIBITED. SHEET TITLE• ELEVATIONS SHEET NUMBER: AA REV. PROPOSED ELEVATION j A-4 0 ANTENNA (1) PER SECTOR, (3) • • JV • •• " TOTAL • • • • • • • • REV. SAW • DESCRIPDON14- B1• A 1/16/19. • PRELIM CDS MH 0 4/25/19 FINAL CD IA •• TOP OF EXISTING AT&T CANISTERS • • .0000- • 0000 177.3' pGL ' • • m .. • PROPOSED ANTENNAS RAD CENTER • • • • -- *72.8 AGL �4 TOP OF EXISTING PARAPET ±67.5' AGL TOP OF EXISTING ROOF [� FA®: 10127746 ±63.3' AGL " DRAWN BY: MH EXISTING DC2 SURGE SUPPRESSOR CHECKED BY: JW (1) PER SECTOR, (3) TOTAL CURRENT ISSUE DATE: PROPOSED LTE 700 B12/14 DUAL 4125/1 9 RRH (1) PER SECTOR (3) TOTAL STAMP: PROPOSED LTE B25/66 DUAL RRH (1) PER SECTOR (3) TOTAL n — rrrr�is•�rli5i. ro =— lire _ __ _ 9h��' ee�_� I I NE�-= N�� II I��r•Irr•® SCALE: NM EXISTING ELEVATION 2 1 2 2 itmjr SCALE: "m SCALE: Nfs 1 i x17' SCALE: NTS ___. .I_+-• Z INFORAIA710N CONTAINED IN THIS �: I SET OF CONSIRUCRON DOCUMENTS IS _ _ i. 'T — •--+-... -:: i PROPRIETARY BY NATURE ANY USE OR ..- DISCLOSURE OTHER THAN THAT WHICH - - — — -- - --' — - RELATES TO AT&T MOBILRY IS STRICTLY PROHIBITED. SHEET TITLE• ELEVATIONS SHEET NUMBER: AA REV. PROPOSED ELEVATION j A-4 0 RED -yond This Point you are tering a controlled area where R nissions exceed the FCC Introlled Exposure Limits Hare to obey all posted signs and site idelines could result in serious injury NOTES: 1. 8" X 12" ALUMINUM, 2. ONLY USED WHERE AT&T RF SURVEY INDICATES THAT LIMITS ARE EXCEEDED. 3. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. YELLOW —, 4 — CAUTION Ccs•}�� ■ AT&T %males antennas at this site. Beyond This Point you we entering on area where radio ft- etn,eemen amayaceedtbeFCCOaal Fepulationm;e I.imim. Follow safely guidelines Ilkwoddog in and RF Euvironmeot. Contad AT&T at 900 638 2822 and follow their inshuc i pd pabraring eeatrepairsbeyond 9 )b AT&T Ree 11CC47CPR 1.1307(6) mail, NOTES: 1. B" X 12" ALUMINUM. 2. POSTED AT EACH ANTENNA ARRAY ON ROOFTOP SITE. 3. BUILDING OWNER MAY HAVE RESTRICTIONS ON WHERE CAN BE POSTED. 4. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. SCALE : NTS BLUE .. .. 1410I -CE AT&T operates antennas at This site. Beyond This Potatyon am entering an area where radio &eqa n'(RF) cinimsions may exceed the FCC Dealer F'pDbthq Follow safety gldddirm forworldng m and RF Envilon� INFORMATION SHOWN IN THIS DETAIL WAS PROVIDED IN THE RF EMISSIONS SITE COMPLIANCE REPORT BE SITESAFE, DATED 04/08/2019. REFER TO THE REPORT FOR SPECIFIC COMPLIANCE REQUIREMENTS rr to perfartming- mry�ce orlepainr beyond this ! Rte FCC47CF&t.t387(b) I I NOTES: 1. 8" X 12" ALUMINUM. 2. POSTED AT EACH ENTRANCE (GATE, DOOR, HATCHWAY, ETC). 3. BUILDING OWNER MAY HAVE RESTRICTIONS ON WHERE CAN BE POSTED. 4. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. YELLOW —, ACAUTION On this tower: Radio frequency fields near some antennas may exceed FCC rules for human exposure. Personnel climbing this tower should be trained for working radio frequency environments and use a personal RF monitor If working near active antennas. AM RzCFCC47CPR1.r30/(b) lural 1. 8" X 12" ALUMINUM. Site Scale Map For: GAME FARM ROAD 2. POSTED AT BASE OF TOWER. (Feet) 3. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. 4. EITHER CAUTION SIGN MAY BE 0 16.8 33.7 USED. "TOWER" VERSION IS www. sResalecam PREFERRED ON TOWERS. SiteName:cAMEFARMROAD 4/8/2019 5:2135 PM RF SIGNAGE 2 24 z38• SCALE: NTS 11•x17• SCALE: N. I PARAPET=48"ITYP) I I MAIN LEIVEL I I } "NNISTER (T*CAL) 1' 9 7, } R MtUL MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 ve&i d, Ilc complete wireless solutions 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 I SITE: EU44 GAME FARM ROAD 919 KRUSE WAY SPRIYPfIELD, OR•%7,7,- -� PROUECTm e e • T -- •.6TEZC/R . _ • 95SUED FOR: CM —A ,JSTRUCTI©�V SUBMITTALS • • . s • • } REV. 0 1 DESCRIFIl , .pf A 1/16/19 • PRELIM CDS MH i0 4/25/19 FlNAL Cf$, MH FA/: 10127746 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE: SIT OF CONSTRUCTIONOCU DMENTS IS PROPRIErARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH is dvtdenamuon RELATES TO AT&T MOBILITY IS STRICTLY �,nr,mevrvuc �vnmx,x„erss 10 +-e Ouawr Omwosee..,a. PROHIBITED. Sign Legend SHEET TITLE: lays} ■IWO ® ® SIGNAGE —n..r DETAILS Boder wopmed82"W4 -. sips SHEET NUMBER: REV. AT&T RF SIGNAGE AND BARRIER LOCATIONS X A-1 2 1 0 NOT USED 16 NOT USED 1 5 AT&T Mobility operates telecommunications antennas at this location. Remain at least 3 feel away from any antenna and obey all posted signs. Contact the owners) of the antenna(s) before working closer then 3 feet from the antenna(s) Contact AT&T Mobility at _ priorto performing any maintenance or repairs near AT&T antennas This is site# Contact the management office if this doorfnatch/gate is found unlocked. En esta propiedad se ubican antenas de tetecommunicaciones operadas por AT&T Mobility. Favor mantener Una distancia de no menos de 3 pies y obedecer todos los avisos. Comuniquese con el propletedo o los propietarios de las amens antes de trabajaro caminar a Una distancla de menos de 3 pies de la antena Comuniquese con AT&T Mobility antes de realizar cualquier manlenimiento a reparaciones cerca de las antenas de AT&T Mobility. Esta as IS estact6n base nOmero Favor comunicarse can la oficina de la administract6n del edtficio st esla puerta o compuerta se encuentra sin candedo INFORMATION SIGN 1: 1. 8' X 12' ALUMINUM. 2. PLACE AT ENTRANCE (GATE, DOOR, HATCHWAY, ETC). 3. POSTED ADJACENT TO CAUTION (YELLOW) SIGN. 4. BUILDING OWNER MAY HAVE LIMITATIONS ON WHERE CAN BE POSTED. 5. SEE SIGN PLACEMENT TABLE IN A-12 FOR ADDITIONAL INFORMATION NOT USED 1 2 1 SCALE : NTs NOT USED 14 M r MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 ACTIVE ANTENNAS ARE MOUNTED ❑ ON THE OUTSIDE FACE OF THIS BUILDING ❑ BEHIND THIS PANEL ❑ ON THIS STRUCTURE STAY BACK A MINIMUM OF 3 FEET FROM THESE ANTENNAS Contact AT&T Mobility at and follow their Instructions prior to performing any maintenance or repairs closer than 3 feet from the antennas. This Is AT&T Mobility site At*] MODIIDy INFORMATION SIGN 2: 1. NON—METALUC (VINYL OR SIMILAR WEATHERPROOF MATERIAL) LABEL WITH AN ADHESIVE BACKING. 2. APPROXIMATELY 5 X 7 INCHES. POSTING: 1. ACTIVE ANTENNAS BEHIND A RADIO TRANSPARENT PANEL. A NON METALLIC VERSION WITH AN ADHESIVE BACKING SHOULD BE AFFIXED TO THE FACE OF THE RADIO TRANSPARENT PANEL CONCEALING THE ANTENNAS. 2. ANTENNAS MOUNTED ON THE OUTSIDE FACE OF A BUILDING. A METALLIC OR NON—METALLIC VERSION SHOULD BE MOUNTED ON THE PARAPETS INSIDE WALL DIRECTLY ABOVE THE ANTENNA. 3. ROOFTOP ANTENNAS MOUNTED ON SUPPORT STRUCTURES. A METALLIC OR NON—METALUC VERSION (DEPENDING UPON MOUNTING CONDITIONS) SHOULD BE MOUNTED ON THE SUPPORT STRUCTURE, OR VERY NEAR IT, IN SUCH A MANNER THAT THE SIGN IS CLEARLY ASSOCIATED WITH THE STRUCTURE. 4. ANTENNAS THAT ARE STAND—ALONE (E.G., LAMP POSTS, STADIUMS) IN AREAS WHERE THERE IS LITTLE POTENTIAL FOR EXCEEDING THE GENERAL POPULATION/UNCONTROLLED MPE EXCEPT, PERHAPS, VERY CLOSE TO THE ANTENNA. IN THIS CASE, THE INFORMATION SIGN 2 WOULD BE MOUNTED CLOSE TO THE ANTENNA IN ORDER TO ALERT MAINTENANCE WORKERS. 5. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. RF INFORMATION SIGN I I FAT: 10127746 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE: 4/25/19 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: SIGNAGE DETAILS SHEET NUMBER: REV. A-13 I o Yeb l d, IIC comp e e vira ass solutions 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EU44 GAME FARM ROAD 919 KRUSE WAY SPPj9( FIELD, OIb oq%4747 • . PROJECT: • • • -L 6C/ • • • ISSUED FOR: • • • • • QQMTRUCT6_ • SUBMITTALS• • • • • • REV. UAiF I' DESCR H�_pr A 1/16/13: PRELIM CDS_„ I MH 0 4/25/191 FINAL CAS MH NOT USED • ACTIVE ANTENNAS ARE MOUNTED ❑ ON THE OUTSIDE FACE OF THIS BUILDING ❑ BEHIND THIS PANEL ❑ ON THIS STRUCTURE STAY BACK A MINIMUM OF 3 FEET FROM THESE ANTENNAS Contact AT&T Mobility at and follow their Instructions prior to performing any maintenance or repairs closer than 3 feet from the antennas. This Is AT&T Mobility site At*] MODIIDy INFORMATION SIGN 2: 1. NON—METALUC (VINYL OR SIMILAR WEATHERPROOF MATERIAL) LABEL WITH AN ADHESIVE BACKING. 2. APPROXIMATELY 5 X 7 INCHES. POSTING: 1. ACTIVE ANTENNAS BEHIND A RADIO TRANSPARENT PANEL. A NON METALLIC VERSION WITH AN ADHESIVE BACKING SHOULD BE AFFIXED TO THE FACE OF THE RADIO TRANSPARENT PANEL CONCEALING THE ANTENNAS. 2. ANTENNAS MOUNTED ON THE OUTSIDE FACE OF A BUILDING. A METALLIC OR NON—METALLIC VERSION SHOULD BE MOUNTED ON THE PARAPETS INSIDE WALL DIRECTLY ABOVE THE ANTENNA. 3. ROOFTOP ANTENNAS MOUNTED ON SUPPORT STRUCTURES. A METALLIC OR NON—METALUC VERSION (DEPENDING UPON MOUNTING CONDITIONS) SHOULD BE MOUNTED ON THE SUPPORT STRUCTURE, OR VERY NEAR IT, IN SUCH A MANNER THAT THE SIGN IS CLEARLY ASSOCIATED WITH THE STRUCTURE. 4. ANTENNAS THAT ARE STAND—ALONE (E.G., LAMP POSTS, STADIUMS) IN AREAS WHERE THERE IS LITTLE POTENTIAL FOR EXCEEDING THE GENERAL POPULATION/UNCONTROLLED MPE EXCEPT, PERHAPS, VERY CLOSE TO THE ANTENNA. IN THIS CASE, THE INFORMATION SIGN 2 WOULD BE MOUNTED CLOSE TO THE ANTENNA IN ORDER TO ALERT MAINTENANCE WORKERS. 5. SEE SIGN PLACEMENT TABLE FOR ADDITIONAL INFORMATION. RF INFORMATION SIGN I I FAT: 10127746 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE: 4/25/19 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: SIGNAGE DETAILS SHEET NUMBER: REV. A-13 I o SECTOR ALPHA .1 SCALE: HTS EXISTING LTE 700/1900 ANTENNA (1) PER SECTOR, (3) TOTAL TO BE REMOVED & REPLACED - EXISTING LTE 700 RRH (1) PER SECTOR, (3) TOTAL TO BE REMOVED & REPLACED i - EXISTING TMA (2) PER SECTOR, (6) TOTAL TO BE REMOVED EXISTING WCS FILTER (1) PER ALPHA SECTOR, (1) TOTAL TO BE RELOCATED EXISTING LTE WCS RRH (1) PER SECTOR, (3) TOTAL TO BE RELOCATED EXISTING LTE AWS RRH (1) PER SECTOR, (3) TOTAL TO BE REMOVED & REPLACED Lffi.ffil' +• SECTOR GAMMA/BETA SECTOR _ o PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE • • -�-• PROJECT • • • ELk44- GAME FARM ROAD EXISTING LTE AWS/UMTS SUPPLIED BYAT&T WIRELESS, FROM RF CONFIG DATED: 10/11/2018 BY: af4499 (1) PER SECTOR, (3) TOTAL TO BE REMOVED & REPLACED SECTOR POS TECHNOLOGY ANTENNA MAKE ANTENNA MODEL ANTENNA RAD CENTER (FEETAGL) AZIMUTH (DEGREES) WCS FILTER QTY DC SURGE AND DISTRIBUTION (QTY) FEEDER TYPE (LTE) FEEDER LENGTH (FT) DOWNTILT(DEGREES) A 1 A 1/16/19F PREUM CDS,,, IW i �j •••..• • • 0 4/25/19 FINAL CD16 MH DC6-48-60-0-1B-01(4) DC2-48-6 DC6-48-60-RM D -RM (11) )) (12) FIBER (6) 208 DC (3) (12) 7/8" COAX DC VARIES 100/100/140 I 2 LTE 700/1900/AWS Kathrein 80010991 72.8 349 WCS-IMFQ-AMT 1 DIM) L7(7-), L2(2"), L9(2"), L7_PS(7')(E) 3 LTE WCS/UMTS 850 Kathrein 80010865 72.8 349 0 0 0°(M) U8(2-), WCS(3°)(E) 0°(M) L8(7`)(E) 4 LTE 850 Kathrein 80010965 72.8 349 0 0 B 1 2 LTE 700/1900/AWS Kathrein 80010991 72.8 98 0 0 80010865 72.8 98 0 0 0"(M) L7(7-), L2(2-), L9(2-), L7_PMS(7°)(E) 3 LTE WCS/UMTS 850 Kathrein 0°(M) U8(r) , WCS(3-)(E) 4 LTE 850 Kathrein 80010965 72.8 98 0 0 O -(M) L8(7")(E) C 1 2 LTE 700/1900/AWS Kathrein 80010991 72.8 205 0 0 0"(M)L7(2"),L2(3-),L9(3-),L7_PS(2')(E) 3 LTE WCS/UMTS 850 Kathrein 1 80010865 72.8 205 0 0 0°(M) U8(8'), WCS(3")(E) 4 LTE 850 Kathrein 80010965 72.8 1 205 0 0 0`(M) L8(2")(E) SECTOR ALPHA .1 SCALE: HTS EXISTING LTE 700/1900 ANTENNA (1) PER SECTOR, (3) TOTAL TO BE REMOVED & REPLACED - EXISTING LTE 700 RRH (1) PER SECTOR, (3) TOTAL TO BE REMOVED & REPLACED i - EXISTING TMA (2) PER SECTOR, (6) TOTAL TO BE REMOVED EXISTING WCS FILTER (1) PER ALPHA SECTOR, (1) TOTAL TO BE RELOCATED EXISTING LTE WCS RRH (1) PER SECTOR, (3) TOTAL TO BE RELOCATED EXISTING LTE AWS RRH (1) PER SECTOR, (3) TOTAL TO BE REMOVED & REPLACED Lffi.ffil' +• SECTOR GAMMA/BETA I S. LTE �\ p ANTENNA g-•--SYCVg50 1MUTN EXIST,NG DC2 SURGE SUPPRESSOR (1) PER SECTOR, (3) TOTAL TO REMAIN EXISTING DC6 SURGE SUPPRESSOR (1) PER SECTOR, (3) TOTAL TO REMAIN SECTOR BETA/GAMMA EXISTING ANTENNA CONFIGURATION 1 2 1 SCALE: Nrs SECTOR ALPHA 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY COREONE - 3/26/2019. 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. 3. CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION a at&t ..'�` MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 ml 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EU44 GAME FARM ROAD SECTOR _ o ALPHA/BETA • • -�-• PROJECT • • • C, EXISTING LTE AWS/UMTS N 850/1900 ANTENNA r (1) PER SECTOR, (3) TOTAL TO BE REMOVED & REPLACED cn a PROPOSED LTE 850 B5 RRH ��'� a - EXISTING LTE WCS/850 ANTENNA rn j (1) PER SECTOR, (3) TOTAL Q TO BE RELOCATED -Q Z N W SUBMITTALS* aa • • REV. i]ATE-; • DESCRIQWpNa ;BY Q Z I S. LTE �\ p ANTENNA g-•--SYCVg50 1MUTN EXIST,NG DC2 SURGE SUPPRESSOR (1) PER SECTOR, (3) TOTAL TO REMAIN EXISTING DC6 SURGE SUPPRESSOR (1) PER SECTOR, (3) TOTAL TO REMAIN SECTOR BETA/GAMMA EXISTING ANTENNA CONFIGURATION 1 2 1 SCALE: Nrs SECTOR ALPHA 1. TOWER/ANTENNA DESIGN AND ANALYSIS BY COREONE - 3/26/2019. 2. PAINT PROPOSED ANTENNAS TO MATCH EXISTING. 3. CONTRACTOR TO VERIFY RF DATA WITH CONSTRUCTION MANAGER AND/OR RF ENGINEER PRIOR TO CONSTRUCTION a at&t ..'�` MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE. 200 TUALATIN, OR 97062 ml 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EU44 GAME FARM ROAD `- EXISTING RELOCATED WCS FILTER (1) PER ALPHA SECTOR, (1) TOTAL EXISTING DC6 SURGE SUPPRESSOR (1) PER SECTOR, (3) TOTAL PROPOSED LTE 700 812/14 DUAL RRH (1) PER SECTOR (3) TOTAL PROPOSED LTE 825/66 DUAL RRH (1) PER SECTOR (3) TOTAL L EXISTING DC2 SURGE SUPPRESSOR (1) PER SECTOR, (3) TOTAL FAd: 10127746 DRAWN BY: MH CHECKED BY: w CURRENT ISSUE DATE: 4/25/19 EXISTING RELOCATED LTE - ILII 8660 WCS RRH (1) PER SECTOR, (3) TOTAL J `SEC. 'g" LTE ANTENU H TS 8 50 OR EXISTING RELOCATED LTE NAZIA EGON WCS/UMTS 850 ANTENNA 1 �y OR 1 (1) PER SECTOR, (3) / O TOTAL \ , SEC. B" LTE 850 �r / ��.tNNq 98' AZIMUTH EXPIRATION DATE: 06/30/2019 +v ��/jz PROPOSED LTE 700/1900/AWS ^g ry N ANTENNA (1) PER SECTOR, (3) THE INFORMATION CONTAINED IN THIS 'v. JF Q TOTAL ��v2 PRROPET WEf� BY NATUREUCTION . ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. U = SHEET TIRE: SECTOR SECTOR _ _ ANTENNA GAMMA/BETA BETA/GAMMA I CONFIGURATIONS SHEET NUMBER: REV. PROPOSED ANTENNA CONFIGURATION 1 R 1- SECTOR ALPHA/BETA 919 KRUSE WAY SPR&WIELD, OR.934747 • • -�-• PROJECT • • • __ -k rE•6C/RM • • - PROPOSED LTE 850 ANbENKk • • (1) PER SECTOR, (3) TOTAL JISSUED FOR: PROPOSED LTE 850 B5 RRH ��'� G"-QRUCTIOR • (1) PER SECTOR (3) TOTAL ••••• 'M •• ••• W SUBMITTALS* aa • • REV. i]ATE-; • DESCRIQWpNa ;BY Q Z A 1/16/19F PREUM CDS,,, IW i �j •••..• • • 0 4/25/19 FINAL CD16 MH •••• • •••••• I SEC. @" LTE70 1 ANTEN 0 1900 AWS � 98;A�fMUTN `- EXISTING RELOCATED WCS FILTER (1) PER ALPHA SECTOR, (1) TOTAL EXISTING DC6 SURGE SUPPRESSOR (1) PER SECTOR, (3) TOTAL PROPOSED LTE 700 812/14 DUAL RRH (1) PER SECTOR (3) TOTAL PROPOSED LTE 825/66 DUAL RRH (1) PER SECTOR (3) TOTAL L EXISTING DC2 SURGE SUPPRESSOR (1) PER SECTOR, (3) TOTAL FAd: 10127746 DRAWN BY: MH CHECKED BY: w CURRENT ISSUE DATE: 4/25/19 EXISTING RELOCATED LTE - ILII 8660 WCS RRH (1) PER SECTOR, (3) TOTAL J `SEC. 'g" LTE ANTENU H TS 8 50 OR EXISTING RELOCATED LTE NAZIA EGON WCS/UMTS 850 ANTENNA 1 �y OR 1 (1) PER SECTOR, (3) / O TOTAL \ , SEC. B" LTE 850 �r / ��.tNNq 98' AZIMUTH EXPIRATION DATE: 06/30/2019 +v ��/jz PROPOSED LTE 700/1900/AWS ^g ry N ANTENNA (1) PER SECTOR, (3) THE INFORMATION CONTAINED IN THIS 'v. JF Q TOTAL ��v2 PRROPET WEf� BY NATUREUCTION . ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. U = SHEET TIRE: SECTOR SECTOR _ _ ANTENNA GAMMA/BETA BETA/GAMMA I CONFIGURATIONS SHEET NUMBER: REV. PROPOSED ANTENNA CONFIGURATION 1 R 1- MANUFACTURER KATHREIN — P.a4T #: 80010991ANTENNA LENGTH: 78.7." MANUFACTURER: KATHREIN — ° PART #: 80010965 LENGTH: 20" 20" PANEL ANTENNA MOUNT, — � TOP & BOTTOM ar• ��` W'')TH: 20.0" WIDTH: DEPTH: 6.9" - "- MOBILITY DEPTH: 6.9" HEIGHT: 100,9 Ibs. WEIGHT: 97.6 Ibs. 2 36"0 STD MOUNTING PIPE �.-,.... i� AT&T MOBIUTY CORP. 00 r+ 19801 SW 72ND AVE., STE. 200 n TUALATIN, OR 97062 RRH -� w d0cl d, 11c $ o complete w1ralass so ut ant C ice. RF CONNECTORS, TYP 4004 KRUSE WAY PLACE RF CONNECTORS, TYP BLDG.4004, SUITE #220 IBER/DC JUMPERS LAKE OSWEGO, OR 97035 FROM SURGE SUPPRESSOR _ �I � SITE: EU44 ir L ® a 20.0" — 20" MARKING TAPE WHERE THE � 5" MINIMUM RADIUS COAX CABLE CONNECTS TO ON COAX JUMPERS GAME FARM ROAD THE ANTENNA SIDE MEW SPR919US IEROR 97i4W*7 410 SCALE: NTS LTE ANTENNA 9 scuE : NTS LTE ANTENNA 8 ITEM PART # DESURTION QTY TWIT MOUNTING ANTENNA . • • • zra s . PRa1ECT+ +• • I HMH.01 RRUCLAMP WELDHUITFMeSQ. STAND OFF z 1PA4 PIPE• DOWNTILT BRACKET TOP & BOTTOM • + • �- eL Ea6C/RM • • x 1RIx-8 4 a4s FISSUEO FOR: _ _� _ CnW RUCTIC1,�,• s 27-5210-00 ___GALV.1A'xWALL-THIW GALY lif Loa Yffism s a91 _ • CONTRACTOR TO VERIFY RF DATA AND RRH LAYOUT W/ CM AND/OR RF ENGINEER PRIOR TO CONSTRUCTION • • q xxsuxoos 6ALv.T�'xExHur s oav s 27-150"3 6ALv. Uig x 1-1/2'x 4' LKOLTASSMYi a.n _ - SUBMTfiALS•++••• O _ P73-% GALV. f STANDAITO PIPE Q a' LONG2 x4.x4 - ANTENNA MOUNTING • • • • • • • • • • , REV. 1)A+ • OE5CRIF$L9N , A 1/16/19 PRELIM COS • BIL 0 4/25/19 FINAL COG MH PIPE • ae �� Gi IN m • • � RtY1' f � , l 5'R MIN ON COAX JUMPER e� CONNECTOR, FAjI: 10127746 DRAWN BY: MH:j �. RF, TEP TAPE MARKINGS ICHECKED BY: IW CURRENT ISSUE DATE: 1 4/25/19 FRONT ME NEWAVE PIPE MOUNT 7 scu : Nrs ANTENNA MOUNTING DETAIL 6 scu : TITS RRH & ANTENNA MOUNTING DETAIL 5 STAMP: MANUFACTURER: NOKIA AIRSCALE MODEL• 4T4R B12/14 32OW AHLBA HEIGHT: 560mm MANUFACTURER: NOKIA AIRSCALE MODEL-4T4R 85 160W AHCA HEIGHT: 337mm 295mm MANUFACTURER: NOKIA AIRSCALE MODEL-4T4R B25/66 32OW AHFIB HEIGHT: 560mm 308mm PRO FSS, ��8 GI0 WIDTH: 308mm WIDTH: WIDTH: DEPTH: 177mm DEPTH: 165mm DEPTH: 149mm WEIGHT: 46kg WEIGHT: 16.7kg WEIGHT: 40kg REGONWAL .Fy 1 j EXPI/2019 RATION DATE: 06/30 THE INFORMATION CONTAINED IN THIS SET CONSTRUCTION DOCUMENTS IS PROPRIRI ETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. I SHEET TITLE' RF DETAILS _ SHEET NUMBER: REV. nn SCALE : NrS AIRSCALE LTE 700 RRH 4 SCALE WS AIRSCALE LTE 850 RRH 3 UAL SE : NTS AIRSCALE LTE B25/66 RRH 2 NOT USED 1 R F.E 0 ecnuun oELOCATED WCS REQUIRED, C 22•x34• SCALE: 1•=2.5' 11 a17• SCALE: 1•®5' 0• 2.5• 5• GROUND Al 00110AC n & RELOCAI AS REQUIRED, APPROXIMATE LOCATION OF GROUND BAR AT TOP OF TOWER, (TTP) SYMBOL DESCRIPTION 0 COPPER GROUND ROD ® TEST WELL ® CADWELD CONNECTION ® GROUND BAR ® MECHANICAL CONNECTION FIELD VERIFY & TIE INTO / EXISTING GROUNDING SYSTEM 1. GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30" BELOW GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLICCOMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 4. ALL GROUND CONNECTIONS SHALL BE CADWELD, ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE. 6. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. + GENERAL ROD NOTES OWERE APPLICABLE): + 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTINCh WiOEa THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDMDUAL, • UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE itST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TQ • SHOW THE PLATEAU. + • , 2. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPT; ,0 o AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL�HE a PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM' GRIDS AND EXISTING COMMUNICATIONS FACILITY. •+ •• �" i 9 atMOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE., STE 200 TUALATIN, OR 97062 mid, Ilc complete v re ess solutions 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 Ij LAKE OSWEGO, OR 97035 SITE: EU44 GAME FARM ROAD 919 KRUSE WAY SPRSN SIELD, OR•&7r4gF • • • •L1 E•6G/HM •.m• ISSUED FOR: „ r CIDIN=RUCTIOIt1,' ---6A-TE-,To _ SUBMITTALS F • w • • REV. DATE• s DESCRIRAQN • BY A 1/16/19 • PRELIM CDS, .4V 0 4/25/19 FINAL CGS MH • .7 Y TI' a1 • FAT: 10127746 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE: 4/25/19 J THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR 1 DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOSIIJTY IS STRICTLY N PROHIBITED. I SHEET TITLE: - GROUNDING PLAN I SHEET NUMBER: REV. GROUNDING PLAN 1 G-1 0 SURGE PROTECTOR I & OR FIBER POWER CONNECTOR LIE UMTSOLGSM ANA ANTENA RRH(S), TYP TMA � II DC/FIBER I 1I TO RRH t to E E E'P, I -FO -FO OSI -C% -C% x i� u (2) #2 AWG GROUND I of E1 WIRE TO RRH, TYP \ I�-------- 0 w DC AND FIBER TO IJ/ SURGE PROTECTOR(S) COAX RUN w MOUNT GROUNDING BUS BAR NEAR #2 AWG GROUND WIRE ANTENNA ARRAY WITHOUT ISOLATION FOR COAX GROUNDING ° G MOUNT GROUNDING BUS BAR -- — — — — — —' TO TOWER AT GROUND LEVEL O o WITH ISOLATION a•• ::: ° DOUBLE CRIMP CONNECTION, TYP y INTERIOR i I GROUND RING WALL MOUNTING BRACKET ISOLATOR, TYP BOND DC BUS BAR & -J POTENTIAL SURGE PRODUCING EQUIPMENT TO "P" SECTION EXOTHERMICALLY WELD #2 AWG BARE TINNED SOLID COPPER WIRE CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD 4"x 30"x Y" THICK COPPER GALVANIZED GROUND BAR X"x4"xt/4" THICK COPPER BOND RF BUS BARI GALVANIZED TO "I" SECTION GROUND BAR UTILIZE GROUND KITS WITH #2 AWG AND 2—HOLE COMPRESSION LUGS UNLESS SPECIFIED OTHERWISE i4" SECTION BONDED TO: INTERIOR GROUND RING EXTERNAL EARTH GROUND (BURIED GROUND RING) METALLIC COLD WATER PIPE (IF AVAILABLE) BUILDING STEEL (IF AVAILABLE) NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO—OX" OR APPROVED. GROUND KITS WITH LONG BARREL COMPRESSION DOUBLE LUGS AND INSPECTION WINDOW, ATTACH TO GROUND BAR _ ISOLATOR 1°i ° (WHEN 0000 00000a00000 APPLICABLE) 0000 00000000000 0 �0 0 0 o a o n o a a o o o o oaaooaooaoaooaa #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE—GL) "X" - VARIES NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NO—OX" OR APPROVED. NOTE: CADWELD "TYPES" SHOWN ABOVE ARE EXAMPLES — CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED. scALE : Nrs GROUNDING SCHEMATIC DIAGRAM 5 I SCALE: NIS CELL REF GROUND BAR (CRGB) 4 1 scALE : NTs GROUND BAR3 1 SCALE: NTs CAD WELD EXAMPLES j 2 NOT USED at&t MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE, STE 200 TUALATIN, OR 97062 4004 KRUSE WAY PLACE BLDG.4004, SUITE #220 LAKE OSWEGO, OR 97035 SITE: EU44 GAME FARM ROAD 919 KRUSE WAY SPRI$113VELD, OR•%7s4�7a PROJECT! S • sbTEaW/RM 7 J. ISSUED FOR: T CjQ41�GRUCTIOta• SUBMITTALS , • • • • • REV. ��dATE• : DES RCDES RC IIW N9N9 x•94 1 A 11/1 /19'1 PREUM C0$ Mo 0 4/25/19 FINAL CEE MH • iI 10127746 DRAWN BY: MH CHECKED BY: JW CURRENT ISSUE DATE: 4/25/19 Ll I II EXPIRATION DATE: 06/30/2019 II 1 THE INFORMATION CONTAINED IN TMS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY MATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH REIATES TO AT&T MOBILITY IS STRICTLY PROHIBITED. SHEET TITLE: GROUNDING DETAILS SHEEP NUMBER: REV. G— 0