Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Specifications (2)
RECEIVED CROWN Crown Case a / CASTLE S 7 . J > Suite 8001505 tltke Avenue North ffiCI I Y UI- I IUHHU Seattle,WA 98109 BUILDING DIVISION September 17,2020 Re: Crown Castle—PNW Subject: Gary Abrahams—Authorized Consultant for Crown Castle Dear Reviewing Parties: This letter serves to notify you that Crown Castle has retained the services of Gary Abrahams, as approved agent to submit application for and obtain local jurisdiction approvals including but not limited to zoning and building permits. This includes applicable permitting for any and all customers seeking to install or modify their equipment on Crown Castle towers. Please feel free to contact me directly with any questions. Thank you for your expeditious processing of applications filed by Mr, Abrahams. OFFICE COPY Sincerely, t CITY'OPTIGARD.. FOR CODE COMPLIANCE Approved: , OTC: Chris Listfjeld Site Acquisition Project Manager—Seattle Permit �t'f ) h 4 Chris.Listfeld ! crowncastle.com Address: ) I f<' cw ess (21'6) 34 @ 0 . Suite#: .._..__� State of Or: '.. Co Byt' -- Datet ❑ Concrete ❑ Bolts Inst.': ❑ Special Mo.;-. .,,;..: Fr Pram.) ❑ Reintoresrtt , , tsslTendons Structurai 44 needed ❑ Structt;r . 0 Sainte- Insett.::;.,: ❑ Spray P. kF.f^.�tttls ❑ PiEin^� .. _ ❑ Shots= 0 Sperms« ❑ Smaks the pathiraytopossthte C,'i.c_.y CrownCastle.com CROWN 1505 Westlake Ave N, N Phone. Seattle,WA 98109 www.crowncastle.cam 44.00 CASTLE RECEIVED VIA FEDEX SAY i 7 202 CITY OF TIGARD,OR la i Y Oh I' AHL) May 16,2022 IUILDING DIVISION CITY OF TIGARD,OR Community Development 13125 SW HALL BLVD. TIGARD,OR 97223 **********NOTICE OF ELIGIBLE FACILITIES REQUEST********** RE: Request for Mino odification to Existing Wireless Facility—Section 6409 Site Address:Pc' SW 65th Ave,Tigard,OR 97223 BUILDING PERMIT APPLICATION Crown Site Number: 874135/Crown Site Name:West Portland Customer Site Number: PT87/Application Number:569677 Dear Building Permit Dept., On behalf of New Cingular Wireless PCS, LLC ("AT&T Mobility"or"Applicant"), Crown Castle USA Inc. ("Crown Castle") is pleased to submit this request to modify the existing wireless facility noted above through the collocation, replacement and/or removal of the Applicant's equipment as an eligible facilities request for a minor modification under Section 64(39' and the rules of the Federal Communications Commission(°FCC").2 Section 6409 mandates that state and local governments must approve any eligible facilities request for the modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. Under Section 6409, to toll the review period,if the reviewing authority determines that the application is incomplete, it must provide written notice to the applicant within 3o days,which clearly and specifically delineates all missing documents or information reasonably related to whether the request meets the federal requirements.3 Additionally,if a state or local government, fails to issue any approvals required for this request within 6o days,these approvals are deemed granted. Middle Class Tax Relief and Job Creation Act of 2012,Pub.L.No.112-96,§6409(2012) (codified at 47 U.S.C. §1455). 2 Acceleration of Broadband Deployment by Improving Wireless Facility Siting Policies,29 FCC Rcd.12865 (2014)(codified at 47 CFR§1.6100);and Implementation of State&Local Governments'Obligation to Approve Certain Wireless Facility Modification Requests Under Section 6409(a)of the Spectrum Act of2012,WT Docket No.19-250(June 10,2020). 3 See 47 CFR§ i.6ioo(c)(3). 4 See 2020 Upgrade Order at paragraph 16. The Foundation for a Wireless World CrownCastle.com CROWN 1505 Westlake Ave N, N Seattle,WA Phone: CASTLE WNW.crowncastle.corn The FCC has clarified that the 3o-day and 6o-day deadlines begins when an applicant: (1) takes the first step required under state or local law;and(2)submits information sufficient to inform the jurisdiction that this modification qualifies under the federal law4. Please note that with the submission of this letter and enclosed items,the thirty and sixty-day review periods have started. Based on this filing,the deadline for written notice of incomplete application is June 15,2022,and the deadline for issuance of approval is July 15,2022. The proposed scope of work for this project includes: Add or replace antennas,ancillary equipment and ground equipment as per plans for an existing carrier on an existing wireless communication facility. At the end of this letter is a checklist of the applicable substantial change criteria under Section 6409. Additionally,please find enclosed the following information in support of this request: (1) Three(3)copies of Eligible Facilities Request cover letter and narrative(see this document),with Attachment"A,"Section 6409 Substantial Change Checklist,and Attachment"B,"proposed scope of work; (2) Three(3)copies of the City of Tigard Building Permit application; (3) One (1) copy of the Collocation Supplemental Questionnaire with attached Crown Castle authorization; (4) Three (3) copies of the Mount Analysis Report prepared by POD dated 2/17/2022, with Mount Modification Design Drawings prepared by POD,dated 2/17/2022; (5) Three(3)copies of the Structural Analysis Report prepared by TEP dated 1/28/2022; (6) Three (3)copies of the construction drawings prepared by PM&A dated 5/6/2022,with attached stamped Mount Modification Design Drawings prepared by POD,dated 2/17/2022; (7) Three(3)copies of the Crown Castle authorization to submit for permits. As these documents indicate, (i) the modification involves the collocation, removal or replacement of transmission equipment;and(ii)such modification will not substantially change the physical dimensions of such tower or base station.As such, it is an"eligible facilities request" as defined in the FCC's rules to which the 6o-day deadline for approval applies.Accordingly,Applicant requests all authorization necessary for this proposed minor modification under Section 6409. Our goal is to work with you to obtain approvals earlier than the deadline.We will respond promptly to any request for related information you may have in connection with this request.Please let us know how we can work with you to expedite the approval process.We look forward to working with you on this important The Foundation for a Wireless World CrownCastle.com rill*r" CROWN A /w i 1505 Westlake Ave N,N vv 'V Seattle,WA98109 Phone: CASTLE �.c ��e.�m project, which will improve wireless telecommunication services in your community using collocation on existing infrastructure. If you have any questions,please do not hesitate to contact me. Regards, 'abgaRarrta Gary Abrahams GMA Network Services,LLC Agent for Applicant Gary@GMAnetworkservices.com The Foundation for a Wireless World CrownCastle.com R OW N 1505 Westlake Ave N,N 1/`/ Seattle, WA 9$109 Phone: i wwwarowncesde.com Of114:0400. CC ASTLE Attachment"A" Section 6409 Substantial Change Checklist Towers Outside of the Public Right of Way The Federal Communications Commission has determined that a modification substantially changes the physical dimension of a wireless tower or base station under 47 U.S.C.§ 1455(a)if it meets one of six enumerated criteria under 47 C.F.R. § 1.6100. Criteria for Towers Outside the Public Rights of Way YES/NO Does the modification increase the height of the tower by more than the greater of: NO (a) 10% (b) or,the height of an additional antenna array plus separation of up to 20 feet from the top of the nearest existing antenna? YES/NO Does the modification add an appurtenance to the body of the tower that would NO protrude from the edge of the tower more than 20 feet or more than the width of the tower structure at the level of the appurtenance,whichever is greater? YES/NO Does the modification involve the installation of more than the standard number of NO new equipment cabinets for the technology involved or add more than four new equipment cabinets? YES/NO Does the modification entail any excavation or deployment outside the current site NO by more than 30 feet in any direction,not including any access or utility easements? YES/NO Does the modification defeat the concealment elements of the eligible support NO structure? YES/NO Does the modification violate conditions associated with the siting approval with the NO prior approval the tower or base station other than as specified in 47 C.F.R.§ 1.6100(c)(7)(i)—(iv)? If all questions in the above section are answered"NO,"then the modification does not constitute a substantial change to the existing tower under 47 C.F.R.§1.6ioo. The Foundation for a Wireless World CrownCastle.com • R COW A/ w' 1505 Westlake Ave N, N y�{ '�j Seattle,WA 98109 Phone:www.crowncastle.com m . ... CASTLE Attachment"B" Proposed Scope of Work PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO PROPOSE AN ANTENNA. MODIFICATION ON AN EXISTING WIRELESS SITE. TOWER SCOPE OF WORK Both LTE & NR must be or the same CPRI Rate7. 1st LTE CPRI should be SFP7 (NEQ.20022) on both Radio and ARIA sides for AirScale RRH (AHLBA, AHLBBA, AHFIB, AHCA, AHNA) and SFP7 (0EO26446 or NE0.20022) or both Radio and ABIA sides for ALL radios (UHFA, UHIE). The 2rd 5G CPRI should be SFP7 (NE0.20022/NE0.53020) on both Radio and ARIL/ABIO sides or Airscale and ALU radios. Add 2nd CPRI correction for all bands/radio that is missing. n77 Band requires (2) CPRI connections (CEO 24407) or both Radio and ABIO sides. Contractor to maintain RRH to back o` antenna clearance and B�4/B29 & r77 antenna separation per latest AT&T guidelines. • REMOVE (6) ANTENNAS • REMOVE (6) RRHS • INSTALL (9) ANTENNAS • INSTALL (3) RRHS • INSTALL (`) RAYCAP SOLID • INSTALL (') 24—PAIR FIBER TRUNK • INSTALL (?) #6 AWG DC TRUNK • PROPOSED 2ND FIBER JUMPER CONNECTION FOR THE EXISTING B25 & R66A RRH (TOTAL OF 6) • ROTATE MOUNT • MODIFY MOUNT • RELOCATE BEACON TO COLLAR MOUNT AT MONOPOLE ABOVE PLATFORM GROUND SCOPE OF WORK • REMOVE A3SOLYTE BATTERIES • INSTALL FIBER SLACK BOX (BELOW EXISTING) • INSTALL SLACK TRAY MOUNTED IN THE RACK • INSTALL (2) 180AH BATTERY STRINGS WITHIN THE EXISTING DC PLANT RACK • ADD (3) —4811 RECTIFIERS TO THE EXISTING DC PLANT • EXISTING FSM4 (AMIA) — REMOVE EXISTING (•) ASIK AND (1) A;:iIL CARDS ON THE C2 SIDE. ADD (1) ASIL AND (3) ABIO CARDS TO THE 02 SIDE FOR 5G 850/1900/AWS, 5C C N77 & 5G C N77 DOD J The Foundation for a Wireless World CrownCastle.com RECEIVED 1AY ? 2022 Date: January 28, 2022 r�, ��"/ t=f 1 Y Ut- I IIaHHLi Tower Engineering ProfessionalgLDING DIVISION 326 Tryon Road Raleigh, NC 27603 (919) 661-6351 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co-Locate Site Number: PT87 Site Name: TIGARD NE FA Number: 10094051 Crown Castle Designation: BU Number: 874135 Site Name: West Portland JDE Job Number: 668611 Work Order Number: 2055432 Order Number: 569677 Rev. 4 Engineering Firm Designation: TEP Project Number: 235072.650939 ito� Site Data: Sw 65th Ave,Tigard,Washington County,OR 97223 Latitude 45°26'29.40", Longitude -122°44'38.30" 94 Foot-Monopole Tower Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 97 mph as required by the 2019 Oregon Structural Specialty Code. Applicable Standard references and design criteria are listed in Section 2-Anal sis Criteria. Structural analysis prepared by: Gautam Sopal, E.I./DEN / / Respectfully submitted by: ��°d t) S wc� 6N t EF9 s/029 ¢" 90633PE Shawn Hoffmeyer,P.E. �o►fz�12a 0.o OREGON y T04BER 4, 44, HOFFM\ Exp 06/30/21 January 28,2022 94-ft Monopole Tower Structural Analysis Report CC1 BU No 874135 TEP Project Number 235072.650939, Order 569677, Revision 4 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2 -Other Considered Equipment 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4)ANALYSIS RESULTS Table 4- Section Capacity (Summary) Table 5 -Tower Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.1.1.0 January 28,2022 94-ft Monopole Tower Structural Analysis Report CC1 BU No 874135 TEP Project Number 235072,650939, Order 569677, Revision 4 Page 3 1) INTRODUCTION This tower is a 94-ft monopole tower designed by Sabre Communications. 2) ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 97 mph Exposure Category: C Topographic Factor: 1.0 Ice Thickness: 1.5 in Wind Speed with Ice: 30 mph Seismic Ss: 0.872 Seismic S1: 0.396 Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 101.0 3 Nokia AEQK 3 Commscope NNH4-65C-R6-HG w/ Mount Pipe 3 Alcatel Lucent B66A RRH4X45-4R 99.0 3 Alcatel Lucent RRH4x25-WCS-4R 1 Raycap DC9-48-60-24-8C-EV-CCIV2 3 Nokia AHLBBA_CCIV2 3 Nokia AEQU 3 3/8 94.0 3 Nokia AHCA_CCIV3 6 3/4 97.0 12 7/8 3 Alcatel Lucent B25 RRH4X30-4R 2 1-5/8 3 Raycap DC6-48-60-18-8F 3 Commscope NNHH-65C-R4 CCIV2 w/ Mount P-ipe 12 Site Pro 1 SCX7-U 94.0 4 Generic P3 STD FACE PIPE 8 Generic P2 STD STANDOFFS 1 Tower Mounts Platform Mount [LP 1001-1] Table 2-Other Considered Equipment Center Number Number Feed Mounting Line Antenna Level(ft) Elevation of Manufacturer Antenna Model of Feed Line (ft) Antennas Lines Size(in) 90.0 90.0 1 Tower Mounts Side Arm Mount [SO 101-3] tnxTower Report-version 8.1.1.0 January 28,2022 94-ft Monopole Tower Structural Analysis Report CCl BU No 874135 TEP Project Number 235072.650939, Order 569677, Revision 4 Page 4 Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 2 Ericsson STREETMACRO 6701 w/Mount Pipe 6 Commscope SBNHH-1 D65C w/Mount Pipe 3 Vzw Sub6 Antenna w/ Mount Pipe 65.0 3 Raycap RCMDC-3315-PF-48 62.0 3 Ericsson 4449 3 1-3/8 1 2 3 Ericsson RRUS 32 B66 3 Ericsson RRUS 32 B2 1 Raycap RVZDC-6627-PF-48 62.0 1 Tower Mounts Platform Mount [LP 402-1_KCKR] 3)ANALYSIS PROCEDURE Table 3- Documents Provided Document Reference Source Geotechnical Report 1356168 CCISites Tower Foundation Drawings 1354402 CCISites Tower Manufacturer Drawings 1354388 CCISites Geotechnical Report 7025589 CCISites 3.1)Analysis Method tnxTower (version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 Standard. 3.2)Assumptions 1) The tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2, and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 8.1.1.0 January 28,2022 94-ft Monopole Tower Structural Analysis Report CC!BU No 874135 TEP Project Number 235072.650939, Order 569677, Revision 4 Page 5 4) ANALYSIS RESULTS Table 4-Section Capacity(Summary) Section Elevation(ft) Component Type Size Critical P(k) 4P is (k) ° Pass/Fail No. Element Capacity L1 94-50 Pole TP25.125x16x0.25 1 -15.77 1177.05 46.8 Pass L2 50-0 Pole TP34.875x23.8991 x0.3125 2 -24.10 2105.75 53.2 Pass Summary Pole(L2) 53.2 Pass RATING= 53.2 Pass Table 5-Tower Component Stresses vs. Capacity-LC7 Notes Component Elevation (ft) %Capacity Pass/Fail 1,2 Anchor Rods - 53.0 Pass 1,2 Base Plate - 46.4 Pass 1,2 Base Foundation Structural - 51.5 Pass 1,2 Base Foundation Soil Interaction - 58.6 Pass Structure Rating (max from all components)= 58.6% Notes: 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity listed. 2) Rating per TIA-222-H Section 15.5 4.1) Recommendations 1) The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.1.1.0 January 28,2022 94-ft Monopole Tower Structural Analysis Report CCI BU No 874135 TEP Project Number 235072.650939, Order 569677, Revision 4 Page 6 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.1.1.0 III I I I111 I j MATERIAL STRENGTH GRADE ry Fu GRADE I FY 1 Fu sa.on � �� NM nts �v� eo a I as iI TOWER DESIGN NOTES 1. Tower is located in Washington County,Oregon. 2. Tower designed for E>{rosure C to the TIA-222-H Standard. 3. Tower designed for a 97 mph basic wind in accordance with the TIA-222-H Standard. 11 4. Tower is also designed for a 30 mph basic wind with 1.50 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category II. I 7. Topographic Category 1 with Crest Height of 0.00 ft f 8. CCISeismic Note:Seismic loads generated by CCISeismic 3.3.9 9. CCISeismic Note:Seismic calculations are in accordance with TIA-222-14-1 10. TOWERRATING:53.2% g o N g a / ill so.ofr �rI I � O ALL REACTIONS ARE FACTORED AXIAL 27 K I MOMENT tD SHEAR J \ 323 kip-ft N e p ` fCj"II El TORQUE 0 kip-ft SEISMIC AXIAL 44K SHEAR \ MOMENT 2 K / J } 15014n-ft TORQUE 0 k/p-R 30 mph WIND-1.5000 in ICE AXIAL 24 K MOMENT 12 K 949 kip-ft 0.0 ft 1 t? ,^ TORQUE 1 ktp-It REACTIONS-97 mph WIND r Tower Engineering Professionals West Portland(BU 874135) 326 Tryon Road Pro$eet:7EPNo.235072.650939 Raleigh, NC 27603 Ce1:Crown Castle oraw"b''PRS I APP'd: Tower Engireonrp Professionals Phone:(919)661-6351 Cods.TIA-222-H '01/26/22 ;scale: NTS FAX:(919)661-6350 Path: +eaAi.enwor.no.o.arx.msroa row 05.5 No.E-1 Job Page tnxTowerWest Portland (BU 874135) 1 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 PRS Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Washington County,Oregon. Tower base elevation above sea level:354.00 ft. Basic wind speed of 97 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.00 ft. Nominal ice thickness of 1.5000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50°F. Deflections calculated using a wind speed of 60 mph. CCISeismic Note: Seismic loads generated by CCISeismic 3.3.9. CCISeismic Note: Seismic calculations are in accordance with TIA-222-H-1. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used:Km(Fw)=0.95,Kes(ti)=0.85, Kes(E.and El,)= 1.0. Maximum demand-capacity ratio is: 1.05. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned Calculate Redundant Bracing Forces Consider Moments-Diagonals J Assume Rigid Index Plate Ignore Redundant Members in PEA Use Moment Magnification J Use Clear Spans For Wind Area SR Leg Bolts Resist Compression d Use Code Stress Ratios Use Clear Spans For KUr AU Leg Panels Have Same Allowable d Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice J Bypass Mast Stability Checks Consider Feed Line Torque Always Use Max Kz J Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Ni Project Wind Area of Appurt. Use TIA-222-H Bracing Resist.Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles Secondary Horizontal Braces Leg d Sort Capacity Reports By Component d Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KUry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Page tnxTower Job West Portland (BU 874135) 2 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle PRS FAX:(919)661-6350 Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in Ll 94.00-50.00 44.00 3.50 18 16.0000 25.1250 0.2500 1.0000 A572-65 (65 ksi) L2 50.00-0.00 53.50 18 23.8991 34.8750 0.3125 1.2500 A572-65 (65 ksi) • Tapered Pole Properties Section Tip Dia. Area I r C 1/C J It/Q w wit in in2 in4 in in in ins in2 in LI 16.2083 12.4976 391.6752 5.5912 8.1280 48.1884 783.8657 6.2500 2.3760 9.504 25.4740 19.7383 1543.0274 8.8306 12.7635 120.8938 3088.0852 9.8710 3.9820 15.928 L2 24.9487 23.3950 1644.3455 8.3733 12.1408 135.4400 3290.8547 11.6997 3.6563 11.7 35.3648 34.2817 5173.8024 12.2697 17.7165 292.0330 10354.4127 17.1441 5.5880 17.882 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Malt. Double Angle Double Angle Double Angle Elevation Area Thickness Al Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 in _ in in in L194.00-50.00 1 1 1 L2 50.00-0.00 I 1 1 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Sector Exclude Component Placement Total Number Start/End Width or Perimeter Weight From Type Number Per Row Position Diameter Torque ft in in klf Calculation Safety Line 3/8 A No Surface Ar 0.00-0.00 1 1 0.500 0.3750 0.00 (CaAa) 0.500 **62** MLCH HYBRID A No Surface Ar 62.00-0.00 3 3 0.170 1.4300 0.00 6X12(1-3/8) (CaAa) 0.170 MLCH 12/24 LOW A No Surface Ar 62.00-0.00 1 1 0.330 2.0160 0.00 INDUCTION(2) (CaAa) 0.330 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total CAA Weight or Shield From Type Number Leg Torque ft ft2/fk Id! Calculation *** ***94*** WR-VG66ST-BRD_ A No No Inside Pole 94.00-0.00 l No Ice 0.00 0.00 Job Page tnxTower West Portland (BU 874135) 3 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:5001/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle PRS , - FAX:(919)661-6350 Description Face Allow Exclude Component Placement Total CAA( Weight or Shield From Type Number Leg Torque ft ftZ/f` kif Calculation CCIV2(7/8) 1/2"Ice 0.00 0.00 1"1"Ice 0.00 0.00 2"Ice 0.00 0.00 RFFC-36SM-001-xx A No No Inside Pole 94.00-0.00 3 No Ice 0.00 0.00 M(3/8) 1/2"Ice 0.00 0.00 1"Ice 0.00 0.00 2"Ice 0.00 0.00 CR 50 1070(7/8) A No No Inside Pole 94.00-0.00 11 No Ice 0.00 0.00 1/2"Ice 0.00 0.00 1"Ice 0.00 0.00 2"Ice 0.00 0.00 WR-VG86ST-BRD A No No Inside Pole 94.00-0.00 6 No Ice 0.00 0.00 (3/4") 1/2"Ice 0.00 0.00 1"Ice 0.00 0.00 2"Ice 0.00 0.00 LDF7-50A(1-5/8) A No No Inside Pole 94.00-0.00 2 No Ice 0.00 0.00 1/2"Ice 0.00 0.00 1"Ice 0.00 0.00 2"Ice 0.00 0.00 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR Ar CAR C,,AA Weight Section Elevation In Face Out Face ft fr2 f _ 392 --f12 K Ll 94.00-50.00 A 0.000 0.000 7.567 0.000 0.59 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L2 50.00-0.00 A 0.000 0.000 31.530 0.000 0.97 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR Ar C'A, CAA, Weight Section Elevation or Thickness In Fore Out Face ft Leg in ft2 .-_,.Ji` It' _..----f --._.. K LI 94.00-50.00 A 1.376 0.000 0.000 16.285 0.000 0.75 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 L2 50.00-0.00 A 1.239 0.000 0.000 67.852 0.000 1.66 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 Feed Line Center of Pressure tnxTower Page West Portland (BU 874135) 4 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle PRS - FAX:(919)661-6350 Section Elevation CPx CPT CPx CPT Ice Ice ft in in in in LI 94.00-50.00 -0.8279 -1.2558 -0.8787 -1.3646 L2 50.00-0.00 -2.1819 -3.3075 -2.2137 -3.4355 Note:For pole sections,center of pressure calculations do not consider feed line shielding. Shielding Factor Ka Tower Feed line Description Feed Line K„ KQ Section Record No. Segment Elev. No Ice Ice LI 5 MLCH HYBRID 50.00-62.00 1.0000 1.0000 6X12(1-3/8) L 1 6 MLCH 12/24 LOW 50.00-62.00 1.0000 1.0000 INDUCTION(2) L2 5 MLCH HYBRID 0.00-50.00 1.0000 1.0000 6X12(1-3/8) L2 6 MLCH 12/24 LOW 0.00-50.00 1.0000 1.0000 INDUCTION(2) User Defined Loads - Seismic Description Elevation Offset Azimuth E, Em Et,- En From Angle Centroid ft ft K K K K CCISeismic Tower Section 1-1 92.00 0.00 0.0000 0.02 0.00 0.00 0.06 CCISeismic Tower Section 1-2 85.00 0.00 0.0000 0.07 0.00 0.00 0.13 CCISeismic Tower Section 1-3 75.00 0.00 0.0000 0.07 0.00 0.00 0.11 CCISeismic Tower Section 1-4 65.00 0.00 0.0000 0.08 0.00 0.00 0.09 CCISeismic Tower Section 1-5 55.00 0.00 0.0000 0.09 0.00 0.00 0.07 CCISeismic Tower Section 2-1 51.75 0.00 0.0000 0.04 0.00 0.00 0.03 CCISeismic Tower Section 2-2 45.00 0.00 0.0000 0.12 0.00 0.00 0.06 CCISeismic Tower Section 2-3 35.00 0.00 0.0000 0.13 0.00 0.00 0.04 CCISeismic Tower Section 2-4 25.00 0.00 0.0000 0.14 0.00 0.00 0.02 CCISeismic Tower Section 2-5 15.00 0.00 0.0000 0.15 0.00 0.00 0.01 CCISeismic Tower Section 2-6 5.00 0.00 0.0000 0.16 0.00 0.00 0.00 CCISeismic miscl 1/2"x 5' 100.00 0.00 0.0000 0.00 0.00 0.00 0.00 Lightning Rod CCISeismic pole mounts 2.375" 100.00 0.00 0.0000 0.00 0.00 0.00 0.01 OD x 8'Mount Pipe CCISeismic commscope_cfd 94.00 0.00 0.0000 0.02 0.00 0.00 0.05 NNHH-65C-R4_CCIV2 w/ Mount Pipe CCISeismic commscope_cfd 94.00 0.00 0.0000 0.02 0.00 0.00 0.05 NNHH-65C-R4_CCIV2 wl Mount Pipe CCISeismic commscope_cfd 94.00 0.00 0.0000 0.02 0.00 0.00 0.05 NNHH-65C-R4_CCIV2 w/ tnxTower Job Page West Portland (BU 874135) 5 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 P R S Description Elevation Offset Azimuth E, E,„ Ehz Eh From Angle Centro Ed ft ft K K K K Mount Pipe CCISeismic nokia AEQK 94.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic nokia AEQK 94.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic nokia AEQK 94.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic nokia AEQU 94.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic nokia AEQU 94.00 0.00 0.0000 0.01 0.00 0.00 0.03 CCISeismic nokia AEQU 94.00 0.00 0.0000 0.01 0.00 0.00 0.03 CC1Seismic commscope_cfd 94.00 0.00 0.0000 0.03 0.00 0.00 0.06 NNH4-65C-R6-HG w/Mount Pipe CCISeismic commscope_cfd 94.00 0.00 0.0000 0.03 0.00 0.00 0.06 NNH4-65C-R6-HG w/Mount Pipe CCISeismic commscope_cfd 94.00 0.00 0.0000 0.03 0.00 0.00 0.06 NNH4-65C-R6-HG w/Mount Pipe CCISeismic nokia 94.00 0.00 0.0000 0.01 0.00 0.00 0.01 AHCA_CCIV3 CCISeismic nokia 94.00 0.00 0.0000 0.01 0.00 0.00 0.01 AHCA_CCIV3 CCISeismic nokia 94.00 0.00 0.0000 0.01 0.00 0.00 0.01 AHCA_CCIV3 CCISeismic alcatel lucent B25 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 RRH4X30-4R CCISeismic alcatel lucent B25 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 RRH4X30-4R CCISeismic alcatel lucent B25 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 RRH4X30-4R CCISeismic alcatel lucent B66A 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 RRH4X45-4R CCISeismic alcatel lucent B66A 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 RRH4X45-4R CCISeismic alcatel lucent B66A 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 RRH4X45-4R CCISeismic alcatel lucent 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 RRH4x25-WCS-4R CCISeismic alcatel lucent 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 RRH4x25-WCS-4R CCISeismic alcatel lucent 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 RRH4x25-WCS-4R CCISeismic raycap 94.00 0.00 0.0000 0.00 0.00 0.00 0.01 DC9-48-60-24-8 C-E V-CCI V 2 CCISeismic raycap 94.00 0.00 0.0000 0.00 0.00 0.00 0.01 DC6-48-60-18-8F CCISeismic raycap 94.00 0.00 0.0000 0.00 0.00 0.00 0.01 DC6-48-60-18-8F CCISeismic raycap 94.00 0.00 0.0000 0.00 0.00 0.00 0.01 DC6-48-60-18-8F CCISeismic nokia 94.00 0.00 0.0000 0.01 0.00 0.00 0.03 AHLBBA_CCIV2 CCISeismic nokia 94.00 0.00 0.0000 0.01 0.00 0.00 0.03 AHLBBA_CCIV2 CCISeismic nokia 94.00 0.00 0.0000 0.01 0.00 0.00 0.03 AHLBBA_CCIV2 CCISeismic(2)mounts 2.4"Dia 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 x 8-ft Mount Pipe CCISeismic(2)mounts 2.4"Dia 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 x 8-ft Mount Pipe CCISeismic(2)mounts 2.4"Dia 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 x 8-ft Mount Pipe Page tnxTower Job West Portland (BU 874135) 6 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by _ Phone:(919)661-6351 Crown Castle PRS FAX:(919)661-6350 Description Elevation Offset Azimuth E,. En, En, En From Angle Centro id ft .11 K K K K CCISeismic(2)mounts 2.4"Dia 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 x 8-ft Mount Pipe CCISeismic(2)mounts 2.4"Dia 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 x 8-ft Mount Pipe CCISeismic(2)mounts 2.4"Dia 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 x 8-ft Mount Pipe CCISeismic(2)tower mounts 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 (cci)Side Arm Mount[SO 304-1] CCISeismic(2)tower mounts 94.00 0.00 0.0000 0.01 0.00 0.00 0.02 (cci)Side Arm Mount[SO 304-1] CCISeismic(2)mounts 2.9'Dia 94.00 0.00 0.0000 0.02 0.00 0.00 0.05 x 14.5'Pipe CCISeismic(2)mounts 2.9'Dia 94.00 0.00 0.0000 0.02 0.00 0.00 0.05 x 14.5'Pipe CCISeismic tower mounts(cci) 94.00 0.00 0.0000 0.42 0.00 0.00 0.99 Platform Mount[LP 1001-1] CCISeismic(2)pipe 1.9"Dia.x 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 6-ft CCISeismic(2)pipe 1.9"Dia.x 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 6-ft CCISeismic(2)pipe 1.9"Dia.x 90.00 0.00 0.0000 0.01 0.00 0.00 0.01 6-ft CCISeismic tower mounts(cci) 90.00 0.00 0.0000 0.04 0.00 0.00 0.08 Side Arm Mount[SO 101-3] CCISeismic ericsson_cfd 62.00 0.00 0.0000 0.01 0.00 0.00 0.01 STREETMACRO 6701 w/ Mount Pipe CCISeismic ericsson_cfd 62.00 0.00 0.0000 0.01 0.00 0.00 0.01 STREETMACRO 6701 w/ Mount Pipe CCISeismic(2)commscope_cfd 62.00 0.00 0.0000 0.02 0.00 0.00 0.02 SBNHH-ID65C w/Mount Pipe CCISeismic(2)commscope_cfd 62.00 0.00 0.0000 0.02 0.00 0.00 0.02 SBNHH-1D65C w/Mount Pipe CCISeismic(2)commscope_cfd 62.00 0.00 0.0000 0.02 0.00 0.00 0.02 SBNHH-1D65C w/Mount Pipe CCISeismic vzw Sub6 Antenna 62.00 0.00 0.0000 0.01 0.00 0.00 0.01 w/Mount Pipe CCISeismic vzw Sub6 Antenna 62.00 0.00 0.0000 0.01 0.00 0.00 0.01 w/Mount Pipe CCISeismic vzw Sub6 Antenna 62.00 0.00 0.0000 0.01 0.00 0.00 0.01 w/Mount Pipe CCISeismic raycap 62.00 0.00 0.0000 0.00 0.00 0.00 0.00 RCMDC-3315-PF-48 CCISeismic raycap 62.00 0.00 0.0000 0.00 0.00 0.00 0.00 RCMDC-3315-PF-48 CCISeismic raycap 62.00 0.00 0.0000 0.00 0.00 0.00 0.00 RCMDC-3315-PF-48 CCISeismic ericsson 4449 62.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic ericsson 4449 62.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic ericsson 4449 62.00 0.00 0.0000 0.01 0.00 0.00 0.01 CCISeismic ericsson RRUS 32 62.00 0.00 0.0000 0.01 0.00 0.00 0.01 B66 CCISeismic ericsson RRUS 32 62.00 0.00 0.0000 0.01 0.00 0.00 0.01 B66 CCISeismic ericsson RRUS 32 62.00 0.00 0.0000 0.01 0.00 0.00 0.01 B66 CCISeismic ericsson RRUS 32 62.00 0.00 0.0000 0.01 0.00 0.00 0.01 tnxTower Job Page West Portland (BU 874135) 7 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 PRS Description Elevation Offset Azimuth 8" E;;,, Eh, Eh From Angle Centroid ft ft K K K K B2 CCISeismic ericsson RRUS 32 62.00 0.00 0.0000 0.01 0.00 0.00 0.01 132 CCISeismic ericsson RRUS 32 62.00 0.00 0.0000 0.01 0.00 0.00 0.01 B2 CCISeismic raycap 62.00 0.00 0.0000 0.00 0.00 0.00 0.00 RVZDC-6627-PF-48 CCISeismic pipe 2.4"Dia.x 6-ft 62.00 0.00 0.0000 0.00 0.00 0.00 0.00 CCISeismic tower mounts(cci) 62.00 0.00 0.0000 0.34 0.00 0.00 0.35 Platform Mount[LP 402-1_KCKR1 CCISeismic(3)huber and suhner 58.00 0.00 0.0000 0.01 0.00 0.00 0.01 MLCH HYBRID 6X12(1-3/8) From 0 to 62(54ft to62ft) CCISeismic(3)huber and suhner 49.00 0.00 0.0000 0.01 0.00 0.00 0.00 MLCH HYBRID 6X12(1-3/8) From 0 to 62(44ft to54ft) CCISeismic(3)huber and suhner 39.00 0.00 0.0000 0.01 0.00 0.00 0.00 MLCH HYBRID 6X12(1-38) From 0 to 62(34ft to44ft) CCISeismic(3)huber and suhner 29.00 0.00 0.0000 0.01 0.00 0.00 0.00 MLCH HYBRID 6X12(1-3/8) From 0 to 62(24ft to34ft) CCISeismic(3)huber and suhner 19.00 0.00 0.0000 0.01 0.00 0.00 0.00 MLCH HYBRID 6X12(1-3/8) From 0 to 62(14ft to24ft) CCISeismic(3)huber and suhner 9.00 0.00 0.0000 0.01 0.00 0.00 0.00 MLCH HYBRID 6X12(1-3/8) From 0 to 62(4ft to l4ft) CCISeismic(3)huber and suhner 2.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH HYBRID 6X12(1-38) From 0 to 62(Oft to4ft) CCISeismic huber and suhner 58.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 62 (54ftto62ft) CCISeismic huber and suhner 49.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 62 (44ft to54ft) CCISeismic huber and suhner 39.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 62 (34ftto44ft) CCISeismic huber and suhner 29.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 62 (24ft to34ft) CCISeismic huber and suhner 19.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 62 (14ft to24ft) CCISeismic hither and suhner 9.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 62 . (4ft tol4ft) CCISeismic huber and suhner 2.00 0.00 0.0000 0.00 0.00 0.00 0.00 MLCH 12/24 LOW INDUCTION(2)From 0 to 62 (Oft to4ft) Job Page tnx.l older West Portland (BU 874135) 8 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle PRS FAX:(919)661-6350 Description Elevation Offset Azimurh E, Es, Ery, En From Angle Centroid ft ft K K K K CCISeismic rosenberger leoni 89.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG66ST-BRD_CCIV2(7/8) From 0 to 94(84ft to94ft) CCISeismic rosenberger leoni 79.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG66ST-BRD_CCIV2(7/8) From 0 to 94(74ft to84ft) CCISeismic rosenberger leoni 69.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG66ST-BRD_CCIV2(7/8) From 0 to 94(64ft to74ft) CC1Seismic rosenberger leoni 59.00 0.00 0.0000 0.00 0.00 0.00 0.00 W R-V G66ST-B RD_CCI V 2(7/8) From 0 to 94(54ft to64ft) CCISeismic rosenberger leoni 49.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG66ST-BRD_CCIV2(7/8) From 0 to 94(44ft to54ft) CCISeismic rosenberger leoni 39.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG66ST-BRD_CCIV2(7/8) From 0 to 94(34ft to44ft) CCISeismic rosenberger leoni 29.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG66ST-BRD_CCIV2(7/8) From 0 to 94(24ft to34ft) CCISeismic rosenberger leoni 19.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG66ST-BRD_CCIV2(7/8) From 0 to 94(14ft to24ft) CCISeismic rosenberger leoni 9.00 0.00 0.0000 0.00 0.00 0.00 0.00 W R-V G66ST-B RD_CCI V 2(7/8) From 0to94(4ftm14ft) CCISeismic rosenberger leoni 2.00 0.00 0.0000 0.00 0.00 0.00 0.00 WR-VG66ST-BRD_CCIV2(7/8) From 0 to 94(Oft to4ft) CCISeismic(3)commscope 89.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001-xxM(3/8) From 0 to 94(84ft to94ft) CCISeismic(3)commscope 79.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001-xxM(3/8) From 0 to 94(74ft to84ft) CCISeismic(3)commscope 69.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001-xxM(3/8) From 0 to 94(64ft to74ft) CCISeismic(3)commscope 59.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001-xxM(3/8) From 0 to 94(54ft to64ft) CCISeismic(3)commscope 49.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001-xxM(3/8) From 0 to 94(44ft to54ft) CCISeismic(3)commscope 39.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001-xxM(3/8) From 0 to 94(34ft to44ft) CCISeismic(3)commscope 29.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001-xxM(3/8) From 0 to 94(24ft to34ft) CCISeismic(3)commscope 19.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001-xxM(3/8) From 0 to 94(14ft to24ft) CCISeismic(3)commscope 9.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001-xxM(3/8) From 0 to 94(4ft to l4ft) CCISeismic(3)commscope 2.00 0.00 0.0000 0.00 0.00 0.00 0.00 RFFT-36SM-001-xxM(3/8) From 0 to 94(Oft to4ft) tnxTower Job Page West Portland (BU 874135) 9 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 PRS ......... . Description Elevation Offset Azimuth E, E� Eh: Eh From Angle Centroid fl ft K K K K CCISeismic(11)commscope CR 89.00 0.00 0.0000 0.00 0.00 0.00 0.01 50 1070(7/8)now 0 to 94(84ft to94ft) CCISeismic(11)commscope CR 79.00 0.00 0.0000 0.00 0.00 0.00 0.01 50 1070(7/8)From 0 to 94(74ft ta84ft) CCISeismic(11)commscope CR 69.00 0.00 0.0000 0.00 0.00 0.00 0.01 50 1070(7/8)From 0 to 94(64ft to74ft) CCISeismic(11)commscope CR 59.00 0.00 0.0000 0.00 0.00 0.00 0.00 50 1070(7/8)From 0 to 94(54ft to64ft) CCISeismic(11)commscope CR 49.00 0.00 0.0000 0.00 0.00 0.00 0.00 50 1070(7/8)From 0 to 94(44ft to54ft) CCISeismic(11)commscope CR 39.00 0.00 0.0000 0.00 0.00 0.00 0.00 50 1070(7/8)From 0 to 94(34ft to44ft) CCISeismic(11)commscope CR 29.00 0.00 0.0000 0.00 0.00 0.00 0.00 50 1070(7/8)From 0 to 94(24ft to34ft) CCISeismic(11)commscope CR 19.00 0.00 0.0000 0.00 0.00 0.00 0.00 50 1070(7/8)From 0 to 94(14ft to24ft) CCISeismic(11)commscope CR 9.00 0.00 0.0000 0.00 0.00 0.00 0.00 50 1070(7/8)From 0 to 94(4ft tol4ft) CCISeismic(11)commscope CR 2.00 0.00 0.0000 0.00 0.00 0.00 0.00 50 1070(7/8)From 0 to 94(Oft to4ft) CCISeismic(6)rosenberger 89.00 0.00 0.0000 0.01 0.00 0.00 0.02 leoni WR-VG86ST-BRD(3/4") From 0 to 94(84ft to94ft) CCISeismic(6)rosenberger 79.00 0.00 0.0000 0.01 0.00 0.00 0.01 leoni WR-VG86ST-BRD(3/4") From 0 to 94(74ft to84ft) CCISeismic(6)rosenberger 69.00 0.00 0.0000 0.01 0.00 0.00 0.01 leoni WR-VG86ST-BRD(3/4") From 0 to 94(64ft to74ft) CCISeismic(6)rosenberger 59.00 0.00 0.0000 0.01 0.00 0.00 0.01 leoni WR-VG86ST-BRD(3/4") From 0 to 94(54ft to64ft) CCISeismic(6)rosenberger 49.00 0.00 0.0000 0.01 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(44ft to54ft) CCISeismic(6)rosenberger 39.00 0.00 0.0000 0.01 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(34ft to44ft) CCISeismic(6)rosenberger 29.00 0.00 0.0000 0.01 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(24ft to34ft) CCISeismic(6)rosenberger 19.00 0.00 0.0000 0.01 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(14ft to24ft) CCISeismic(6)rosenberger 9.00 0.00 0.0000 0.01 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(4ft to14ft) CCISeismic(6)rosenberger 2.00 0.00 0.0000 0.00 0.00 0.00 0.00 leoni WR-VG86ST-BRD(3/4") From 0 to 94(Oft to4ft) Page tnxTower Job West Portland (BU 874135) 10 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle PRS FAX:(919)661-6350 Description Elevation Offset Azimuth E, Ehs Eta Eh From Angle Centroid ft ft K K K K CCISeismic(2)andrew 89.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF7-50A(1-518)From 0 to 94 (84ft to94ft) CCISeismic(2)andrew 79.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF7-50A(l-5/8)From 0 to 94 (74ftto84ft) CCISeismic(2)andrew 69.00 0.00 0.0000 0.00 0.00 0.00 0.00 LD1T7-50A(1-5/8)From 0 to 94 (64ft to74ft) CCISeismic(2)andrew 59.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF7-50A(1-518)From 0 to 94 (54ft to64ft) CCISeismic(2)andrew 49.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF7-50A(1-5/8)From 0 to 94 (44ft to54ft) CCISeismic(2)andrew 39.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF7-50A(1-5/8)From 0 to 94 (34ftto44ft) 1 CCISeismic(2)andrew 29.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF7-50A(1-518)From 0 to 94 (24ftto34ft) CCISeismic(2)andrew 19.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF7-50A(1-5/8)From 0 to 94 (I4ft to24ft) CCISeismic(2)andrew 9.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF7-50A(I-5/8)From 0 to 94 (4fttol4ft) CCISeismic(2)andrew 2.00 0.00 0.0000 0.00 0.00 0.00 0.00 LDF7-50A(1-58)From 0 to 94 (Oft to4ft) Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement C.,A,, CO, Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft .f2 112 K ft ft 1/2"x 5'Lightning Rod C None 0.0000 100.00 No Ice 0.25 0.25 0.01 1/2"Ice 0.76 0.76 0.02 1"Ice 1.29 1.29 0.02 2"Ice 1.92 1.92 0.05 2.375"OD x 8'Mount Pipe C None 0.0000 100.00 No Ice 1.90 1.90 0.03 1/2"Ice 2.73 2.73 0.04 1"Ice 3.40 3.40 0.06 2"Ice 4.40 4.40 0.12 rr94as NNHH-65C-R4_CCIV2 w/ A From 4.00 0.0000 94.00 No Ice 9.68 5.17 0.16 Mount Pipe Centroid-Le 0.00 1/2"Ice 10.27 5.71 0.27 g 0.00 I"Ice 10.87 6.26 0.39 2"Ice 12.10 7.40 0.68 NNHH-65C-R4_CCIV2 w/ B From 4.00 0.0000 94.00 No Ice 9.68 5.17 0.16 Mount Pipe Centroid-Le 0.00 1/2"Ice 10.27 5.71 0.27 Job Page tnxTower West Portland (BU 874135) 11 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle PRS FAX:(919)661-6350 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft2 ft2 K ft ft g 0.00 1"Ice 10.87 6.26 0.39 2"Ice 12.10 7.40 0.68 NNHH-65C-R4_CCIV2w/ C From 4.00 0.0000 94.00 Nolce 9.68 5.17 0.16 Mount Pipe Centroid-Le 0.00 1/2"Ice 10.27 5.71 0.27 g 0.00 1"Ice 10.87 6.26 0.39 2"Ice 12.10 7.40 0.68 AEQK A From 4.00 0.0000 94.00 No Ice 4.36 2.40 0.10 Centroid-Le 0.00 1/2"Ice 4.63 2.61 0.13 g 7.00 1"Ice 4.90 2.83 0.17 2"Ice 5.47 3.29 0.26 AEQK B From 4.00 0.0000 94.00 No Ice 4.36 2.40 0.10 I Centroid-Le 0.00 1/2"Ice 4.63 2.61 0.13 g 7.00 1"Ice 4.90 2.83 0.17 2"Ice 5.47 3.29 0.26 AEQK C From 4.00 0.0000 94.00 No Ice 4.36 2.40 0.10 Centroid-Le 0.00 1/2"Ice 4.63 2.61 0.13 g 7.00 1"Ice 4.90 2.83 0.17 2"Ice 5.47 3.29 0.26 AEQU A From 4.00 0.0000 94.00 No Ice 4.35 2.39 0.10 Centroid-Le 0.00 1/2"Ice 4.62 2.60 0.13 g 3.00 1"Ice 4.89 2.82 0.17 2"Ice 5.46 3.28 0.26 AEQU B From 4.00 0.0000 94.00 No Ice 4.35 2.39 0.10 Centroid-Le 0.00 1/2"Ice 4.62 2.60 0.13 g 3.00 1"Ice 4.89 2.82 0.17 2"Ice 5.46 3.28 0.26 AEQU C From 4.00 0.0000 94.00 No Ice 4.35 2.39 0.10 Centroid-Le 0.00 1/2"Ice 4.62 2.60 0.13 g 3.00 1"Ice 4.89 2.82 0.17 2"Ice 5.46 3.28 0.26 NNH4-65C-R6-HG w/Mount A From 4.00 0.0000 94.00 No Ice 12.97 6.20 0.19 Pipe Centroid-Le 0.00 1/2"Ice 13.62 6.77 0.33 g 5.00 1"Ice 14.27 7.36 0.47 2"Ice 15.62 8.57 0.82 NNH4-65C-R6-HG w/Mount B From 4.00 0.0000 94.00 No Ice 12.97 6.20 0.19 Pipe Centroid-Le 0.00 1/2"Ice 13.62 6.77 0.33 g 5.00 1"Ice 14.27 7.36 0.47 2"Ice 15.62 8.57 0.82 NNH4-65C-R6-HG w/Mount C From 4.00 0.0000 94.00 No Ice 12.97 6.20 0.19 Pipe Centroid-Le 0.00 1/2"Ice 13.62 6.77 0.33 g 5.00 I"Ice 14.27 7.36 0.47 2"Ice 15.62 8.57 0.82 AHCA_CCIV3 A From 4.00 0.0000 94.00 No Ice 1.53 0.82 0.04 Centroid-Le 0.00 1/2"Ice 1.69 0.95 0.05 g 3.00 1"Ice 1.85 1.08 0.06 2"Ice 2.20 1.36 0.10 AHCA_CCIV3 B From 4.00 0.0000 94.00 Nolce 1.53 0.82 0.04 Centroid-Le 0.00 1/2"Ice 1.69 0.95 0.05 g 3.00 1"Ice 1.85 1.08 0.06 2"Ice 2.20 1.36 0.10 AHCA_CCIV3 C From 4.00 0.0000 94.00 No Ice 1.53 0.82 0.04 Centroid-Le 0.00 1/2"Ice 1.69 0.95 0.05 g 3.00 1"Ice 1.85 1.08 0.06 2"Ice 2.20 1.36 0.10 B25 RRH4X30-4R A From 4.00 0.0000 94.00 No Ice 2.30 1.82 0.06 Centroid-Le 0.00 1/2"Ice 2.50 2.01 0.08 g 3.00 1"Ice 2.70 2.20 0.10 tnxTower Job Page West Portland (BU 874135) 12 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 PRS Description Face Offset Offsets: Azimuth Placement C,.Aa CAA. Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft ° ft ft2 fia K ft ft 2"Ice 3.14 2.60 0.16 B25 RRH4X30-4R B From 4.00 0.0000 94.00 No Ice 2.30 1.82 0.06 Centroid-Le 0.00 1/2"Ice 2.50 2.01 0.08 g 3.00 1"Ice 2.70 2.20 0.10 2"Ice 3.14 2.60 0.16 B25 RRH4X30-4R C From 4.00 0.0000 94.00 No Ice 2.30 1.82 0.06 Centroid-Le 0.00 1/2"Ice 2.50 2.01 0.08 g 3.00 1"Ice 2.70 2.20 0.10 2"Ice 3.14 2.60 0.16 B66A RRH4X4S-4R A From 4.00 0.0000 94.00 No Ice 2.54 1.61 0.06 Centroid-Le 0.00 1/2"Ice 2.75 1.79 0.08 g 5.00 1"Ice 2.97 1.98 0.10 2"Ice 3.43 2.37 0.16 B66A RRH4X45-4R B From 4.00 0.0000 94.00 No Ice 2.54 1.61 0.06 Centroid-Le 0.00 1/2"Ice 2.75 1.79 0.08 g 5.00 1"Ice 2.97 1.98 0.10 2"Ice 3.43 2.37 0.16 B66A RRH4X45-4R C From 4.00 0.0000 94.00 No Ice 2.54 1.61 0.06 Centroid-Le 0.00 1/2"Ice 2.75 1.79 0.08 g 5.00 1"Ice 2.97 1.98 0.10 2"Ice 3.43 2.37 0.16 RRH4x25-WCS-4R A From 4.00 0.0000 94.00 No Ice 3.16 2.38 0.07 Centroid-Le 0.00 1/2"Ice 3.40 2.60 0.10 g 5.00 1"Ice 3.65 2.82 0.13 2"Ice 4.18 3.30 0.20 RRH4x25-WCS-4R B From 4.00 0.0000 94.00 No Ice 3.16 2.38 0.07 Centroid-Le 0.00 1/2"Ice 3.40 2.60 0.10 g 5.00 1"Ice 3.65 2.82 0.13 2"Ice 4.18 3.30 0.20 RRH4x25-WCS-4R C From 4.00 0.0000 94.00 No Ice 3.16 2.38 0.07 Centroid-Le 0.00 1/2"Ice 3.40 2.60 0.10 g 5.00 1"Ice 3.65 2.82 0.13 2"Ice 4.18 3.30 0.20 DC9-48-60-24-8C-EV-CCIV A From 4.00 0.0000 94.00 No Ice 3.13 5.58 0.02 2 Centroid-Le 0.00 1/2"Ice 3.40 5.91 0.06 g 5.00 1"Ice 3.68 6.24 0.10 2"Ice 4.27 6.94 0.19 (3)DC6-48-60-18-8F A From 4.00 0.0000 94.00 No Ice 1.21 1.21 0.03 Centroid-Le 0.00 1/2"Ice 1.89 1.89 0.05 g 3.00 1"Ice 2.11 2.11 0.08 2"Ice 2.57 2.57 0.14 AHLB13A_CCIV2 A From 4.00 0.0000 94.00 No Ice 3.06 1.02 0.10 Centroid-Le 0.00 1/2"Ice 3.28 1.15 0.13 g 5.00 1"Ice 3.51 1.29 0.15 2"Ice 4.00 1.60 0.22 AHLBBA_CCIV2 B From 4.00 0.0000 94.00 No Ice 3.06 1.02 0.10 Centroid-Le 0.00 1/2"Ice 3.28 1.15 0.13 g 5.00 1"Ice 3.51 1.29 0.15 2"Ice 4.00 1.60 0.22 AHLBBA_CCIV2 C From 4.00 0.0000 94.00 No Ice 3.06 1.02 0.10 Centroid-Le 0.00 1/2"Ice 3.28 1.15 0.13 g 5.00 1"Ice 3.51 1.29 0.15 2"Ice 4.00 1.60 0.22 (2)2.4"Dia x 8-ft Mount Pipe A From 4.00 0.0000 94.00 No Ice 1.90 1.90 0.03 Centroid-Le 0.00 1/2"Ice 2.73 2.73 0.04 g 5.00 1"Ice 3.40 3.40 0.06 2"Ice 4.40 4.40 0.12 Page tnxTower Job West Portland (BU 874135) 13 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle PRS - FAX:(919)661-6350 Description Face Offset Offsets: Azimuth Placement C,,A, CAA,, Weight or Type Horz Adjustment Front Side Leg Lateral Vert .4 ft f2 ft2 K ft ft (2)2.4"Dia x 8-ft Mount Pipe B From 4.00 0.0000 94.00 No Ice 1.90 1.90 0.03 Centroid-Le 0.00 1/2"Ice 2.73 2.73 0.04 g 5.00 1"Ice 3.40 3.40 0.06 2"Ice 4.40 4.40 0.12 (2)2.4"Dia x 8-ft Mount Pipe C From 4.00 0.0000 94.00 No Ice 1.90 1.90 0.03 Centroid-Le 0.00 1/2"Ice 2.73 2.73 0.04 g 5.00 1"Ice 3.40 3.40 0.06 2"Ice 4.40 4.40 0.12 (2)2.4"Dia x 8-ft Mount Pipe A From 4.00 0.0000 94.00 No Ice 1.90 1.90 0.03 Centroid-Le 0.00 1/2"Ice 2.73 2.73 0.04 g 5.00 1"Ice 3.40 3.40 0.06 2"Ice 4.40 4.40 0.12 (2)2.4"Dia x 8-ft Mount Pipe B From 4.00 0.0000 94.00 No Ice 1.90 1.90 0.03 Centroid-Le 0.00 1/2"Ice 2.73 2.73 0.04 g 5.00 1"Ice 3.40 3.40 0.06 2"Ice 4.40 4.40 0.12 (2)2.4"Dia x 8-ft Mount Pipe C From 4.00 0.0000 94.00 No Ice 1.90 1.90 0.03 Centroid-Le 0.00 1/2"Ice 2.73 2.73 0.04 g 5.00 1"Ice 3.40 3.40 0.06 2"Ice 4.40 4.40 0.12 (2)Side Arm Mount[SO A From 4.00 0.0000 94.00 No Ice 0.31 0.88 0.02 304-1] Centroid-Le 0.00 1/2"Ice 0.50 1.26 0.03 g 0.00 1"Ice 0.73 1.67 0.05 2"Ice 1.29 2.58 0.09 (2)Side Arm Mount[SO B From 4.00 0.0000 94.00 No Ice 0.31 0.88 0.02 304-1] Centroid-Le 0.00 1/2"Ice 0.50 1.26 0.03 g 0.00 1"Ice 0.73 1.67 0.05 2"Ice 1.29 2.58 0.09 (2)2.9"Dia x 14.5'Pipe A From 4.00 0.0000 94.00 No Ice 4.17 0.00 0.08 Centroid-Fa 0.00 1/2"Ice 5.65 0.00 0.11 ce 0.00 1"Ice 7.15 0.00 0.15 2"Ice 10.20 0.00 0.26 (2)2.9"Dia x 14.5'Pipe B From 4.00 0.0000 94.00 No Ice 4.17 0.00 0.08 Centroid-Fa 0.00 1/2"Ice 5.65 0.00 0.11 ce 0.00 1"Ice 7.15 0.00 0.15 2"Ice 10.20 0.00 0.26 Platform Mount[LP 1001-1] C None 0.0000 94.00 No Ice 44.83 44.83 3.02 1/2"Ice 50.34 50.34 3.95 1"Ice 56.62 56.62 5.04 2"Ice 73.47 73.47 7.68 (2)1.9"Dia.x 6-ft A From Leg 2.00 0.0000 90.00 No Ice 1.14 1.14 0.02 0.00 1/2"Ice 1.76 1.76 0.03 0.00 1"Ice 2.14 2.14 0.04 2"Ice 2.90 2.90 0.08 (2)1.9"Dia.x 6-ft B From Leg 2.00 0.0000 90.00 No Ice 1.14 1.14 0.02 0.00 1/2"Ice 1.76 1.76 0.03 0.00 1"Ice 2.14 2.14 0.04 2"Ice 2.90 2.90 0.08 (2)1.9"Dia.x 6-ft C From Leg 2.00 0.0000 90.00 No Ice 1.14 1.14 0.02 0.00 1/2"Ice 1.76 1.76 0.03 0.00 1"Ice 2.14 2.14 0.04 2"Ice 2.90 2.90 0.08 Side Arm Mount[SO 101-3] C None 0.0000 90.00 No Ice 5.81 5.81 0.25 1/2"Ice 6.95 6.95 0.34 1"Ice 8.28 8.28 0.46 2"Ice 11.54 11.54 0.78 tnxTower Job Page West Portland (BU 874135) 14 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle - FAX:(919)661-6350 PRS Description Face Offset Offsets: Azimuth Placement CAAA CAA Weight or Type Horz Adjustment Front Side Leg lateral Vert ft ft f12 ftl K ft ft ww62•a STREETMACRO 6701 w/ A From 4.00 0.0000 62.00 No Ice 1.45 1.34 0.04 Mount Pipe Centroid-Le 0.00 1/2"Ice 1.68 1.56 0.05 g 3.00 1"Ice 1.92 1.80 0.07 2"Ice 2.45 2.32 0.13 STREETMACRO 6701 w/ C From 4.00 0.0000 62.00 No Ice 1.45 1.34 0.04 Mount Pipe Centroid-Le 0.00 1/2"Ice 1.68 1.56 0.05 g 3.00 1"Ice 1.92 1.80 0.07 2"Ice 2.45 2.32 0.13 (2)SBNHH-1D65C w/ A From 4.00 0.0000 62.00 No Ice 5.56 4.47 0.08 Mount Pipe Centroid-Fa 0.00 1/2"Ice 6.07 4.97 0.16 ce 3.00 1"Ice 6.59 5.48 0.26 2"Ice 7.66 6.52 0.49 (2)SBNHH-1D65C w/ B From 4.00 0.0000 62.00 No Ice 5.56 4.47 0.08 Mount Pipe Centroid-Fa 0.00 1/2"Ice 6.07 4.97 0.16 ce 3.00 1"Ice 6.59 5.48 0.26 2"Ice 7.66 6.52 0.49 (2)SBNHH-1D65C w/ C From 4.00 0.0000 62.00 No Ice 5.56 4.47 0.08 Mount Pipe Centroid-Fa 0.00 1/2"Ice 6.07 4.97 0.16 ce 3.00 1"Ice 6.59 5.48 0.26 2"Ice 7.66 6.52 0.49 Sub6 Antenna w/Mount Pipe A From 4.00 0.0000 62.00 No Ice 4.23 2.88 0.09 Centroid-Fa 0.00 1/2"Ice 4.56 3.30 0.13 ce 3.00 1"Ice 4.89 3.75 0.18 2"Ice 5.58 4.69 0.28 Sub6 Antenna w/Mount Pipe B From 4.00 0.0000 62.00 No Ice 4.23 2.88 0.09 Centroid-Fa 0.00 1/2"Ice 4.56 3.30 0.13 ce 3.00 I"Ice 4.89 3.75 0.18 2"Ice 5.58 4.69 0.28 Sub6 Antenna w/Mount Pipe C From 4.00 0.0000 62.00 No Ice 4.23 2.88 0.09 Centroid-Fa 0.00 1/2"Ice 4.56 3.30 0.13 ce 3.00 1"Ice 4.89 3.75 0.18 2"Ice 5.58 4.69 0.28 RCMDC-3315-PF-48 A From 4.00 0.0000 62.00 No Ice 3.36 2.19 0.03 Centroid-Le 0.00 1/2"Ice 3.60 2.39 0.06 g 3.00 1"Ice 3.84 2.61 0.09 2"Ice 4.34 3.05 0.17 RCMDC-3315-PF-48 B From 4.00 0.0000 62.00 No Ice 3.36 2.19 0.03 Centroid-Le 0.00 1/2"Ice 3.60 2.39 0.06 g 3.00 1"Ice 3.84 2.61 0.09 2"Ice 4.34 3.05 0.17 RCMDC-3315-PF-48 C From 4.00 0.0000 62.00 No Ice 3.36 2.19 0.03 Centroid-Le 0.00 1/2"Ice 3.60 2.39 0.06 g 3.00 1"Ice 3.84 2.61 0.09 2"Ice 4.34 3.05 0.17 4449 A From 4.00 0.0000 62.00 No Ice 1.97 1.40 0.07 Centroid-Le 0.00 1/2"Ice 2.15 1.56 0.09 g 3.00 1"Ice 2.33 1.72 0.11 2"Ice 2.72 2.07 0.16 4449 B From 4.00 0.0000 62.00 No Ice 1.97 1.40 0.07 Centroid-Le 0.00 1/2"Ice 2.15 1.56 0.09 g 3.00 1"Ice 2.33 1.72 0.11 2"Ice 2.72 2.07 0.16 4449 C From 4.00 0.0000 62.00 No Ice 1.97 1.40 0.07 Centroid-Le 0.00 1/2"Ice 2.15 1.56 0.09 g 3.00 1"Ice 2.33 1.72 0.11 2"Ice 2.72 2.07 0.16 tnxTower Job Page West Portland (BU 874135) 15 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle PRS FAX:(919)661-6350 Description Face Offset Offsets: Azimuth Placement C.A� CAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft .fl2 ft2 K ft ft RRUS 32 B66 A From 4.00 0.0000 62.00 No Ice 2.74 1.67 0.05 Centroid-Le 0.00 12"Ice 2.96 1.86 0.07 g 3.00 1"Ice 3.19 2.05 0.10 2"Ice 3.68 2.46 0.16 RRUS 32 B66 B From 4.00 0.0000 62.00 No Ice 2.74 1.67 0.05 Centroid-Le 0.00 12"Ice 2.96 1.86 0.07 g 3.00 1"Ice 3.19 2.05 0.10 2"Ice 3.68 2.46 0.16 RRUS 32 B66 C From 4.00 0.0000 62.00 No Ice 2.74 1.67 0.05 Centroid-Le 0.00 12"Ice 2.96 1.86 0.07 g 3.00 1"Ice 3.19 2.05 0.10 2"Ice 3.68 2.46 0.16 RRUS 32 B2 A From 4.00 0.0000 62.00 No Ice 2.73 1.67 0.05 Centroid-Le 0.00 1/2"Ice 2.95 1.86 0.07 g 3.00 I"Ice 3.18 2.05 0.10 2"Ice 3.66 2.46 0.16 RRUS 32 B2 B From 4.00 0.0000 62.00 No Ice 2.73 1.67 0.05 Centroid-Le 0.00 12"Ice 2.95 1.86 0.07 g 3.00 1"Ice 3.18 2.05 0.10 2"Ice 3.66 2.46 0.16 RRUS 32 B2 C From 4.00 0.0000 62.00 No Ice 2.73 1.67 0.05 Centroid-Le 0.00 12"Ice 2.95 1.86 0.07 g 3.00 1"Ice 3.18 2.05 0.10 2"Ice 3.66 2.46 0.16 RVZDC-6627-PF-48 B From 4.00 0.0000 62.00 No Ice 3.79 2.51 0.03 Centroid-Fa 0.00 1/2"Ice 4.04 2.73 0.06 ce 3.00 1"Ice 4.30 2.95 0.10 2"Ice 4.84 3.42 0.18 2.4"Dia.x 6-ft B From 4.00 0.0000 62.00 No lce 1.43 1.43 0.02 Centroid-Le 0.00 1/2"Ice 1.92 1.92 0.03 g 0.00 1"Ice 2.29 2.29 0.05 2"Ice 3.06 3.06 0.09 Platform Mount ILP C None 0.0000 62.00 No Ice 38.87 38.87 2.44 402-1 KCKR] 1/2"Ice 48.96 48.96 3.25 1"Ice 59.00 59.00 4.23 2"Ice 79.39 79.39 6.69 Load Combinations Comb. Description No, 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+1.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wind 90 deg-No Ice Page tnxTower Job West Portland (BU 874135) 16 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle PRS FAX:(919)661-6350 Comb. Description No. 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0Ice+1.0 Temp 28 1..2 Dead+1.0 Wind 30 deg+l.0lce+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service 51 1.2 Dead+1.0 Ev+1.0 Eh O deg 52 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 53 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 54 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 55 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 56 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 57 1.2 Dead+1.0 Ev+1.0 Eh 90 deg 58 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 59 1.2 Dead+1.0 Ev+1.0 Eh 120 deg 60 0.9 Dead-1.0 Ev+1.0 Eh 120 deg 61 1.2 Dead+1.0 Ev+1.0 Eh 150 deg 62 0.9 Dead-1.0 Ev+1.0 Eh 150 deg 63 1.2 Dead+1.0 Ev+1.0 Eh 180 deg 64 0.9 Dead-1.0 Ev+1.0 Eh 180 deg 65 1.2 Dead+1.0 Ev+I.O Eh 210 deg 66 0.9 Dead-1.0 Ev+1.0 Eh 210 deg 67 1.2 Dead+1.0 Ev+1.0 Eh 240 deg 68 0.9 Dead-1.0 Ev+1.0 Eh 240 deg 69 1.2 Dead+1.0 Ev+1.0 Eh 270 deg 70 0.9 Dead-I.0 Ev+1.0 Eh 270 deg 71 1.2 Dead+1.0 Ev+1.0 Eh 300 deg tnxTower Job Page West Portland (BU 874135) 17 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 PRS Comb. Description No. 72 0.9 Dead-1.0 Ev+1.0 Eh 300 deg 73 1.2 Dead+1.0 Ev+1.0 Eh 330 deg 74 0.9 Dead-1.0 Ev+1.0 Eh 330 deg Maximum Member Forces Section Elevation Component Condition Gov. Axial Majo __.�. _,._-.„.,„.»....... _._,. r Axis .Alirior Axis No. ft Type Load Moment Moment Comb. K kt'y ft kip ft Ll 94-50 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -33.14 -0.63 5.21 Max.Mx 8 -15.77 -334.71 2.34 Max.My 2 -15.80 -0.79 323.85 Max.Vy 20 -10.77 334.43 1.03 Max.Vx 2 -10.46 -0.79 323.85 Max.Torque 20 -1.39 L2 50-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -44.30 0.74 6.40 Max.Mx 20 -24.10 948.91 0.11 Max.My 2 -24.10 -1.56 922.20 Max.Vy 20 -12.10 948.91 0.11 Max.Vx 2 -11.82 -1.56 922.20 Max.Torque 20 -1.39 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 37 44.30 1.56 0.87 Max.H, 20 24.12 12.07 -0.02 Max.H, 3 18.09 -0.02 11.79 Max.M, 2 922.20 -0.02 11.79 Max.M, 8 948.04 -12.07 0.02 Max.Torsion 8 1.39 -12.07 0.02 Min.Vert 62 15.28 -1.80 -3.12 Min.H, 8 24.12 -12.07 0.02 Min.H, 15 18.09 0.02 -11.79 Min.M, 14 -917.98 0.02 -11.79 Min.M, 20 -948.91 12.07 -0.02 Min.Torsion 20 -1.39 12.07 -0.02 Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning 'Torque Combination Moment,11.4 M, K K K kip ft kip ft kip-ft Dead Only 20.10 0.00 -0.00 -1.70 0.36 0.00 1.2 Dead+1.0 Wind 0 deg-No 24.12 0.02 -11.79 -922.20 -1.56 0.34 Ice 0.9 Dead+1.0 Wind 0 deg-No 18.09 0.02 -11.79 -907.03 -1.64 0.34 Job Page tnxTower West Portland (BU 874135) 18 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road - Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle PRS FAX:(919)661-6350 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M, Moment,MM K K K kiPJt kiP-ft ,__ kiP-f{. .,. Ice 1.2 Dead+1.0 Wind 30 deg-No 24.12 6.06 -10.22 -799.91 -475.56 -0.41 Ice 0.9 Dead+1.0 Wind 30 deg-No 18.09 6.06 -10.22 -786.69 -468.10 -0.39 Ice 1.2 Dead+1.0 Wind 60 deg-No 24.12 10.47 -5.92 -463.85 -821.99 -1.04 Ice 0.9 Dead+1.0 Wind 60 deg-No 18.09 10.47 -5.92 -455.96 -809.01 -1.01 Ice 1.2 Dead+I.0 Wind 90 deg-No 24.12 12.07 -0.02 -0.09 -948.04 -1.39 Ice 0.9 Dead+1.0 Wind 90 deg-No 18.09 12.07 -0.02 -3.50 -933.07 -1.36 Ice 1.2 Dead+1.0 Wind 120 deg- 24.12 10.44 5.88 456.19 -819.99 -1.37 No Ice 0.9 Dead+1.0 Wind 120 deg- 18.09 10.44 5.88 449.49 -807.05 -1.34 No Ice 1.2 Dead+1.0 Wind 150 deg- 24.12 6.02 10.20 793.70 -472.10 -0.98 No Ice 0.9 Dead+1.0 Wind 150 deg- 18.09 6.02 10.20 781.65 -464.69 -0.97 No ice 1.2 Dead+1.0 Wind 180 deg- 24.12 -0.02 11.79 917.98 2.43 -0.35 No Ice 0.9 Dead+1.0 Wind 180 deg- 18.09 -0.02 11.79 903.95 2.29 -0.34 No Ice 1.2 Dead+1.0 Wind 210 deg- 24.12 -6.06 10.22 795.69 476.42 0.38 No Ice 0.9 Dead+1.0 Wind 210 deg- 18.09 -6.06 10.22 783.61 468.74 0.37 No Ice 1.2 Dead+1.0 Wind 240 deg- 24.12 -10.47 5.92 459.64 822.84 1.02 No Ice 0.9 Dead+1.0 Wind 240 deg- 18.09 -10.47 5.92 452.89 809.65 1.00 No Ice 1.2 Dead+1.0 Wind 270 deg- 24.12 -12.07 0.02 -0.10 948.91 1.39 No Ice 0.9 Dead+1..0 Wind 270 deg- 18.09 -12.07 0.02 0.43 933.71 1.36 No Ice 1.2 Dead+1.0 Wind 300 deg- 24.12 -10.44 -5.88 -460.39 820.86 1.39 No Ice 0.9 Dead+1.0 Wind 300 deg- 18.09 -10.44 -5.88 -45256 807.70 1.36 No Ice 1.2 Dead+1.0 Wind 330 deg- 24.12 -6.02 -10.20 -797.91 472.98 1.00 No Ice 0.9 Dead+I.0 Wind 330 deg- 18.09 -6.02 -10.20 -784.73 465.35 0.98 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 44.30 0.00 -0.00 -6.40 0.74 0.00 1.2 Dead+1.0 Wind 0 deg+1.0 44.30 0.00 -1.76 -149.05 0.43 0.07 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 44.30 0.90 -1.52 -130.10 -73.37 -0.06 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 44.30 1.56 -0.88 -78.05 -127.37 -0.17 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 44.30 1.80 -0.00 -6.75 -146.94 -0.23 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 44.30 1.56 0.87 64.60 -127.00 -0.23 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 44.30 0.90 1.52 116.92 -72.82 -0.17 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 44.30 -0.00 1.76 136.18 1.06 -0.06 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 44.30 -0.90 1.52 117.23 74.87 0.06 Job Page tnxTower West Portland (BU 874135) 19 of 26 Project Date Tower Engineering TEP No. 235072.650939 07:14:50 01/28/22 Professionals 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle PRS FAX:(919)661-6350 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M, Moment,M, K K K kipft kip-(t kip-ft deg+1.0Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 44.30 -1.56 0.88 65.15 128.81 0.17 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 44.30 -1.80 0.00 -6.12 148.44 0.23 deg+1.0 lce+1.0 Temp 1.2 Dead+1.0 Wind 300 44.30 -1.56 -0.87 -77.47 128.49 0.24 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 44.30 -0.90 -1.52 -129.78 74.32 0.17 deg+l.0lce+1.0 Temp Dead+Wind 0 deg-Service 20.10 0.01 -4.25 -330.56 -0.35 0.12 Dead+Wind 30 deg-Service 20.10 2.19 -3.69 -286.86 -169.74 -0.15 Dead+Wind 60 deg-Service 20.10 3.78 -2.13 -166.76 -293.55 -0.39 Dead+Wind 90 deg-Service 20.10 4.36 -0.01 -2.44 -338.61 -0.52 Dead+Wind 120 deg-Service 20.10 3.77 2.12 162.06 -292.84 -0.51 Dead+Wind 150 deg-Service 20.10 2.17 3.68 282.68 -168.51 -0.36 Dead+Wind 180 deg-Service 20.10 -0.01 4.25 327.09 1.07 -0.12 Dead+Wind 210 deg-Service 20.10 -2.19 3.69 283.39 170.46 0.15 Dead+Wind 240 deg-Service 20.10 -3.78 2.13 163.29 294.27 0.38 Dead+Wind 270 deg-Service 20.10 -4.36 0.01 -1.02 339.33 0.52 Dead+Wind 300 deg-Service 20.10 -3.77 -2.12 -165.53 293.56 0.51 Dead+Wind 330 deg-Service 20.10 -2.17 -3.68 -286.14 169.23 0.37 1.2 Dead+1.0 Ev+1.0 Eh 0 deg 26.92 0.00 -3.60 -322.51 0.43 0.01 0.9 Dead-1.0 Ev+1.0 Eh 0 deg 15.28 0.00 -3.60 -311.81 0.32 0.00 1.2 Dead+1.0 Ev+1.0 Eh 30 deg 26.92 1.80 -3.12 -279.59 -159.75 -0.02 0.9 Dead-1.0 Ev+1.0 Eh 30 deg 15.28 1.80 -3.12 -270.24 -154.82 -0.01 1.2 Dead+1.0 Ev+1.0 Eh 60 deg 26.92 3.12 -1.80 -162.33 -277.01 -0.04 0.9 Dead-1.0 Ev+1.0 Eh 60 deg 15.28 3.12 -1.80 -156.67 -268.39 -0.03 1.2 Dead+1.0 Ev+I.0 Eh 90 deg 26.92 3.60 -0.00 -2.14 -319.93 -0.04 0.9 Dead-1.0 Ev+1.0 Eh 90 deg 15.28 3.60 0.00 -1.53 -309.96 -0.03 1.2 Dead+1.0 Ev+1.0 Eh 120 26.92 3.12 1.80 158.04 -277.01 -0.04 deg 0.9 Dead-1.0 Ev+1.0 Eh 120 15.28 3.12 1.80 153.61 -268.39 -0.03 deg 1.2 Dead+1.0 Ev+1.0 Eh 150 26.92 1.80 3.12 275.30 -159.75 -0.03 deg 0.9 Dead-1.0 Ev+1.0 Eh 150 15.28 1.80 3.12 267.19 -154.82 -0.02 deg 1.2 Dead+1.0 Ev+1.0 Eh 180 26.92 0.00 3.60 318.22 0.43 -0.01 deg 0.9 Dead-I.0 Ev+1.0 Eh 1.80 15.28 0.00 3.60 308.76 0.32 -0.00 deg 1.2 Dead+1.0 Ev+1.0 Eh 210 26.92 -1.80 3.12 275.30 160.62 0.02 deg 0.9 Dead-1.0 Ev+1.0 Eh 210 15.28 -1.80 3.12 267.19 155.46 0.01 deg 1.2 Dead+1.0 Ev+1.0 Eh 240 26.92 -3.12 1.80 158.04 277.88 0.04 deg 0.9 Dead-1.0 Ev+1.0 Eh 240 15.28 -3.12 1.80 153.61 269.04 0.03 deg 1.2 Dead+1.0 Ev+1.0 Eh 270 26.92 -3.60 -0.00 -2.14 320.80 0.04 deg 0.9 Dead-1.0 Ev+1.0 Eh 270 15.28 -3.60 0.00 -1.53 310.60 0.03 deg 1.2 Dead+1.0 Ev+1.0 Eh 300 26.92 -3.12 -1.80 -162.33 277.88 0.04 deg 0.9 Dead-1.0 Ev+1.0 Eh 300 15.28 -3.12 -1.80 -156.67 269.03 0.03 deg 1.2 Dead+1.0 Ev+1.0 Eh 330 26.92 -1.80 -3.12 -279.59 160.62 0.03 deg 0.9 Dead-1.0 Ev+1.0 Eh 330 15.28 -1.80 -3.12 -27024 155.46 0.02 deg Page Job West Portland (BU 874135) 20 of 26 Tower Engineering Project Date Professa n TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road - Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle PRS FAX:(919)661-6350 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb, K K K K K K 1 0.00 -20.10 0.00 0.00 20.10 0.00 0.000% 2 0.02 -24.12 -11.79 -0.02 24.12 11.79 0.000% 3 0.02 -18.09 -11.79 -0.02 18.09 11.79 0.000% 4 6.06 -24.12 -10.22 -6.06 24.12 10.22 0.000% 5 6.06 -18.09 -1022 -6.06 18.09 10.22 0.000% 6 10.47 -24.12 -5.92 -10.47 24.12 5.92 0.000% 7 10.47 -18.09 -5.92 -10.47 18.09 5.92 0.000% 8 12.07 -24.12 -0.02 -12.07 24.12 0.02 0.000% 9 12.07 -18.09 -0.02 -12.07 18.09 0.02 0.000% 10 10.44 -24.12 5.88 -10.44 24.12 -5.88 0.000% 11 10.44 -18.09 5.88 -10.44 18.09 -5.88 0.000% 12 6.02 -24.12 10.20 -6.02 24.12 -10.20 0.000% 13 6.02 -18.09 10.20 -6.02 18.09 -10.20 0.000% 14 -0.02 -24.12 11.79 0.02 24.12 -11.79 0.000% 15 -0.02 -18.09 11.79 0.02 18.09 -11.79 0.000% 16 -6.06 -24.12 10.22 6.06 24.12 -10.22 0.000% 17 -6.06 -18.09 10.22 6.06 18.09 -10.22 0.000% 18 -10.47 -24.12 5.92 10.47 24.12 -5.92 0.000% 19 -10.47 -18.09 5.92 10.47 18.09 -5.92 0.000% 20 -12.07 -24.12 0.02 12.07 24.12 -0.02 0.000% 21 -12.07 -18.09 0.02 12.07 18.09 -0.02 0.000% 22 -10.44 -24.12 -5.88 10.44 24.12 5.88 0.000% 23 -10.44 -18.09 -5.88 10.44 18.09 5.88 0.000% 24 -6.02 -24.12 -10.20 6.02 24.12 10.20 0.000% 25 -6.02 -18.09 -10.20 6.02 18.09 10.20 0.000% 26 0.00 -44.30 0.00 -0.00 44.30 0.00 0.000% 27 0.00 -44.30 -1.76 -0.00 44.30 1.76 0.001% 28 0.90 -44.30 -1.52 -0.90 44.30 1.52 0.001% 29 1.56 -44.30 -0.88 -1.56 44.30 0.88 0.000% 30 1.80 -44.30 -0.00 -1.80 44.30 0.00 0.001% 31 1.56 -44.30 0.87 -1.56 44.30 -0.87 0.001% 32 0.90 -44.30 1.52 -0.90 44.30 -1.52 0.001% 33 -0.00 -44.30 1.76 0.00 44.30 -1.76 0.001% 34 -0.90 -44.30 1.52 0.90 44.30 -1.52 0.001% 35 -1.56 -44.30 0.88 1.56 44.30 -0.88 0.001% 36 -1.80 -44.30 0.00 1.80 44.30 -0.00 0.001% 37 -1.56 -44.30 -0.87 1.56 44.30 0.87 0.001% 38 -0.90 -44.30 -1.52 0.90 44.30 1.52 0.001% 39 0.01 -20.10 -4.25 -0.01 20.10 4.25 0.000% 40 2.19 -20.10 -3.69 -2.19 20.10 3.69 0.000% 41 3.78 -20.10 -2.13 -3.78 20.10 2.13 0.000% 42 4.36 -20.10 -0.01 -4.36 20.10 0.01 0.000% 43 3.77 -20.10 2.12 -3.77 20.10 -2.12 0.000% 44 2.17 -20.10 3.68 -2.17 20.10 -3.68 0.000% 45 -0.01 -20.10 4.25 0.01 20.10 -4.25 0.000% 46 -2.19 -20.10 3.69 2.19 20.10 -3.69 0.000% 47 -3.78 -20.10 2.13 3.78 20.10 -2.13 0.000% 48 -4.36 -20.10 0.01 4.36 20.10 -0.01 0.000% 49 -3.77 -20.10 -2.12 3.77 20.10 2.12 0.000% 50 -2.17 -20.10 -3.68 2.17 20.10 3.68 0.000% 51 0.00 -26.92 -3.60 0.00 26.92 3.60 0.000% 52 0.00 -15.28 -3.60 0.00 15.28 3.60 0.000% 53 1.80 -26.92 -3.12 -1.80 26.92 3.12 0.000% 54 1.80 -15.28 -3.12 -1.80 15.28 3.12 0.000% 55 3.12 -26.92 -1.80 -3.12 26.92 1.80 0.000% Page tnxTower Job West Portland (BU 874135) 21 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road - Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle PRS " FAX:(919)661-6350 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 56 3.12 -15.28 -1.80 -3.12 15.28 1.80 0.000% 57 3.60 -26.92 0.00 -3.60 26.92 0.00 0.000% 58 3.60 -15.28 0.00 -3.60 15.28 0.00 0.000% 59 3.12 -26.92 1.80 -3.12 26.92 -1.80 0.000% 60 3.12 -15.28 1.80 -3.12 15.28 -1.80 0.000% 61 1.80 -26.92 3.12 -1.80 26.92 -3.12 0.000% 62 1.80 -15.28 3.12 -1.80 15.28 -3.12 0.000% 63 0.00 -26.92 3.60 0.00 26.92 -3.60 0.000% 64 0.00 -15.28 3.60 0.00 15.28 -3.60 0.000% 65 -1.80 -26.92 3.12 1.80 26.92 -3.12 0.000% 66 -1.80 -15.28 3.12 1.80 15.28 -3.12 0.000% 67 -3.12 -26.92 1.80 3.12 26.92 -1.80 0.000% 68 -3.12 -15.28 1.80 3.12 15.28 -1.80 0.000% 69 -3.60 -26.92 0.00 3.60 26.92 0.00 0.000% 70 -3.60 -15.28 0.00 3.60 15.28 0.00 0.000% 71 -3.12 -26.92 -1.80 3.12 26.92 1.80 0.000% 72 -3.12 -15.28 -1.80 3.12 15.28 1.80 0.000% 73 -1.80 -26.92 -3.12 1.80 26.92 3.12 0.000% 74 -1.80 -15.28 -3.12 1.80 15.28 3.12 0.000% Non-Linear Convergence Results Load Converged.' Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 5 0.00000001 0.00003499 3 Yes 4 0.00000001 0.00058548 4 Yes 5 0.00000001 0.00093149 5 Yes 5 0.00000001 0.00044967 6 Yes 6 0.00000001 0.00007819 7 Yes 5 0.00000001 0.00050276 B Yes 5 0.00000001 0.00016540 9 Yes 5 0.00000001 0.00008169 10 Yes 5 0.00000001 0.00086959 11 Yes 5 0.00000001 0.00042042 12 Yes 5 0.00000001 0.00098095 13 Yes 5 0.00000001 0.00047845 14 Yes 5 0.00000001 0.00002581 15 Yes 4 0.00000001 0.00054169 16 Yes 5 0.00000001 0.00096169 17 Yes 5 0.00000001 0,00046771 1.8 Yes 5 0.00000001 0.00089298 19 Yes 5 0.00000001 0.00043170 20 Yes 5 0.00000001 0.00015585 21 Yes 5 0.00000001 0.00007702 22 Yes 6 0.00000001 0.00007899 23 Yes 5 0.00000001 0.00050840 24 Yes 5 0.00000001 0.00089861 25 Yes 5 0.00000001 0.00043359 26 Yes 4 0.00000001 0.00006397 27 Yes 4 0.00056939 0.00090943 28 Yes 4 0.00056889 0.00099448 29 Yes 5 0.00000001 0.00015276 30 Yes 4 0.00056485 0.00088620 31 Yes 4 0.00056075 0.00087394 32 Yes 4 0.00055648 0.00084077 Page tnxTower Job West Portland (BU 874135) 22 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road - Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle PRS - FAX:(919)661-6350 33 Yes 4 0.00055433 0.00074940 34 Yes 4 0.00055499 0.00083647 35 Yes 4 0.00055836 0.00087081 36 Yes 4 0.00056234 0.00087833 37 Yes 4 0.00056526 0.00099830 38 Yes 4 0.00056778 0.00098334 39 Yes 4 0.00000001 0.00013613 40 Yes 4 0.00000001 0.00055823 41 Yes 4 0.00000001 0.00072888 42 Yes 4 0.00000001 0.00030591 43 Yes 4 0.00000001 0.00048591 44 Yes 4 0.00003001 0.00065539 45 Yes 4 0.00000001 0.00012905 46 Yes 4 0.00000001 0.00061006 47 Yes 4 0.00000001 0.00050157 48 Yes 4 0.00000001 0.00030085 49 Yes 4 0.00000001 0.00075760 50 Yes 4 0.00000001 0.00052608 51 Yes 4 0.00000001 0.00031515 52 Yes 4 0.00000001 0.00004829 53 Yes 4 0.00000001 0.00081485 54 Yes 4 0.00000001 0.00040344 55 Yes 4 0.00000001 0.00083087 56 Yes 4 0.00000001 0.00041091 57 Yes 4 0.00000001 0.00031096 58 Yes 4 0.00000001 0.00005088 59 Yes 4 0.00000001 0.00076537 60 Yes 4 0.00000001 0.00038366 61 Yes 4 0.00000001 0.00078526 62 Yes 4 0.00000001 0.00039289 63 Yes 4 0.00000001 0.00029994 64 Yes 4 0.00000001 0.00004643 65 Yes 4 0.00000001 0.00078208 66 Yes 4 0.00000001 0.00039149 67 Yes 4 0.00000001 0.00076615 68 Yes 4 0.00000001 0.00038402 69 Yes 4 0.00000001 0.00031083 70 Yes 4 0.00000001 0.00005086 71 Yes 4 0.00000001 0.00083168 72 Yes 4 0.00000001 0.00041128 73 Yes 4 0.00000001 0.00081152 74 Yes 4 0.00000001 0.00040199 Maximum Tower Deflections - Service Wind Section Elevation Harz. Gov. Tilt Twist No. Deflection Load Jt in Comb. 0 Ll 94-50 18.520 48 1.7787 0.0129 L2 53.5-0 6.002 48 1.0614 0.0034 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Trli Twist Radius of Load Curvature I Comb. in 0 ° l+ Job Page tnxTower West Portland (BU 874135) 23 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 326 Tryon Road - Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 PRS Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in c. 0 ft 100.00 1/2"x 5'Lightning Rod 48 18.520 1.7787 0.0129 15460 94.00 NNHH-65C-R4_CC1V2 w/Mount 48 18.520 1.7787 0.0129 15460 Pipe 92.00 CCISeismic Tower Section 1-1 48 17.817 1.7440 0.0123 15460 90.00 (2)1.9"Dia.x 6-ft 48 17.116 1.7093 0.0118 15460 89.00 CCISeismic rosenberger leoni 48 16.766 1.6920 0.0115 15460 WR-VG66ST-BRD_CCI V2(7/8) From 0 to 94(84ft to94ft) 85.00 CCISeismic Tower Section 1-2 48 15.375 1.6228 0.0104 8589 79.00 CCISeismic rosenberger leoni 48 13.335 1.5184 0.0089 5153 WR-V G66ST-BRDCCIV2(7/8) From 0 to 94(74_ft to84ft) 75.00 CCISeismic Tower Section 1-3 48 12.019 1.4484 0.0078 4068 69.00 CCISeismic rosenberger leoni 48 10.136 1.3424 0.0064 3091 W R-V G66ST-B RD_CCI V 2(7/8) From 0 to 94(64ft to74ft) 65.00 CCISeismic Tower Section I-4 48 8.957 1.2709 0.0055 2664 62.00 STREETMACRO 6701 w/Mount 48 8.119 1.2169 0.0049 2414 Ape 59.00 CCISeismic rosenberger leoni 48 7.326 1.1625 0.0043 2207 W R-V G66ST-B RDCCI V 2(718) From 0 to 94(54ft to64ft) 58.00 CCISeismic(3)huber and suhner 48 7.072 1.1443 0.0041 2146 MLCH HYBRID 6X12(1-3/8)From 0 to 62(54ft to62ft) 55.00 CCISeismic Tower Section 1-5 48 6.345 1.0891 0.0036 2007 51.75 CCISeismic Tower Section 2-1 48 5.619 1.0288 0.0031 1992 49.00 CCISeismic(3)huber and suhner 48 5.054 0.9771 0.0027 2082 MLCH HYBRID 6X12(1-3/8)From 0 to 62(44ft to54ft) 45.00 CCISeismic Tower Section 2-2 48 4.310 0.9011 0.0022 2267 39.00 CCISeismic(3)huber and suhner 48 3.351 0.7853 0.0016 2616 MLCH HYBRID 6X12(I-3/8)From 0 to 62(34ft to44ft) 35.00 CCISeismic Tower Section 2-3 48 2.804 0.7070 0.0013 2914 29.00 CCISeismic(3)hither and suhner 48 2.106 0.5883 0.0009 3517 MLCH HYBRID 6X12(1-3/8)From 0 to 62(24ft to34ft) 25.00 CCISeismic Tower Section 2-4 48 1.709 0.5083 0.0007 4080 19.00 CCISeismic(3)huber and suhner 48 1.201 0.3874 0.0004 5368 MLCH HYBRID 6X12(1-318)From 0 to 62(14ft to24ft) 15.00 CCISeismic Tower Section 2-5 48 0.908 0.3063 0.0003 6799 9.00 CCISeismic(3)huber and suhner 48 0.520 0.1841 0.0002 11332 MLCH HYBRID 6X12(1-3/8)From 0to62(4ftto14ft) 5.00 CCISeismic Tower Section 2-6 48 0.283 0.1023 0.0001 20398 2.00 CCISeismic(3)huber and suhner 48 0.112 0.0409 0.0000 20398 MLCH HYBRID 6X12(1-3/8)From 0 to 62(Oft to411) Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. tnxTower Job Page West Portland (BU 874135) 24 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 • 326 Tryon Road - Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 PRS Section Elevation Horz. Gov. Tilt Twist No. Deflection Load h in Comb. 0 ° LI 94-50 51.924 20 4.9878 0.0344 L2 53.5-0 16.815 20 2.9767 0.0091 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Got. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 100.00 1/2"x 5'Lightning Rod 20 51.924 4.9878 0.0344 5562 94.00 NNHH-65C-R4_CCIV2 w/Mount 20 51.924 4.9878 0.0344 5562 Pipe 92.00 CCISeismic Tower Section 1-I 20 49.953 4.8910 0.0329 5562 90.00 (2)1.9"Dia.x 6-ft 20 47.985 4.7942 0.0315 5562 89.00 CCISeismic rosenberger leoni 20 47.003 4.7458 0.0308 5562 WR-V G66ST-BRD_CCI V 2(7/8) From 0 to 94(84ft to94ft) 85.00 CCISeismic Tower Section 1-2 20 43.103 4.5517 0.0279 3090 79.00 CCISeismic rosenberger leoni 20 37.380 4.2592 0.0237 1853 WR-V G66ST-B RD_CCI V 2(7/8) From 0 to 94(74ft to84ft) 75.00 CCISeismic Tower Section 1-3 20 33.689 4.0629 0.0210 1462 69.00 CCISeismic rosenberger leoni 20 28.409 3.7657 0.0172 1110 W R-V G66ST-B RD_CCI V 2(78) From 0 to 94(64ft to74ft) 65.00 CCISeismic Tower Section 1-4 20 25.102 3.5653 0.0148 956 62.00 STREETMACRO 6701 w/Mount 20 22.752 3.4137 0.0131 866 Pipe 59.00 CCISeismic rosenberger leoni 20 20.528 3.2609 0.0116 791 W R-V G66ST-B RD_CCI V 2(7/8) From 0 to 94(54ft to64ft) 58.00 CCISeismic(3)huber and suhner 20 19.816 3.2096 0.0111 769 MLCH HYBRID 6X12(1-3/8)From 0 to 62(54ft to62ft) 55.00 CCISeismic Tower Section 1-5 20 17.777 3.0548 0.0097 718 51.75 CCISeismic Tower Section 2-1 20 15.741 2.8851 0.0084 713 49.00 CCISeismic(3)huber and suhner 20 14.158 2.7400 0.0073 745 MLCH HYBRID 6X12(1-3/8)From 0 to 62(44ft to54ft) 45.00 CCISeismic Tower Section 2-2 20 12.073 2.5266 0.0060 810 39.00 CCISeismic(3)huber and suhner 20 9.383 2.2016 0.0044 934 MLCH HYBRID 6X12(1-3/8)From 0 to 62(34ft to44ft) 35.00 CCISeismic Tower Section 2-3 20 7.852 1.9821 0.0035 1041 29.00 CCISeismic(3)huber and suhner 20 5.894 1.6490 0.0024 1256 MLCH HYBRID 6X12(1-3/8)From 0 to 62(24ft to34ft) 25.00 CCISeismic Tower Section 2-4 20 4.784 1.4248 0.0019 1456 19.00 CCISeismic(3)huber and suhner 20 3.360 1.0859 0.0012 1915 MLCH HYBRID 6X12(1-38)From 0 to 62(l4ft to24ft) 15.00 CClSeismic Tower Section 2-5 20 2.541 0.8585 0.0009 2426 9.00 CCISeismic(3)huber and suhner 20 1.453 0.5159 0.0005 4043 MLCH HYBRID 6X12(1-3/8)From 0 to 62(4ft to l4ft) 5.00 CCISeismic Tower Section 2-6 20 0.792 0.2868 0.0002 7277 2.00 CCISeismic(3)huber and suhner 20 0.315 0.1147 0.0001 7277 MLCH HYBRID 6X12(1-3/8)From tnxTower Job Page West Portland (BU 874135) 25 of 26 Tower Engineering Project Date - Professionals TEP No. 235072.650939 07:14:50 01/28/22 • 326 Tryon Road - Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 PRS Elevation Appurtenance Gov. De/leetian 'lilt Twist Radius of Load Curvature ft Comb. in ft 0 to 62(Oft to4ft) Compression Checks Pole Design Data Section Elevation Size L L„ Kin- A P„ OP, Ratio No. P„ ft ft ft in' K K OP. LI 94-50(1) TP25.125x16x0.25 44.00 0.00 0.0 19.1623 -15.77 1121.00 0.014 L2 50-0(2) TP34.875x23.8991x0.3125 53.50 0.00 0.0 34.2817 -24.10 2005.48 0.012 Pole Bending Design Data Section Elevation Size M. 4iMn., Ratio M 4)14 Ratio No. M,, M, ft kip ft kip-ft OM= kip-fi kip ft win LI 94-50(1) TP25.125x16x0.25 334.72 702.51 0.476 0.00 702.51 0.000 L2 50-0(2) TP34.875x23.8991x0.3125 948.91 1737.60 0.546 0.00 1737.60 0.000 Pole Shear Design Data Section Elevation Size Actual .V„ Ratio Actual @T„ Ratio No, V. V. T. T ft K K OV 1dP-ft kip-ft (T° LI 94-50(1) TP25.125x16x0.25 10.77 336.30 0.032 1.39 711.23 0.002 L2 50-0(2) TP34.875x23.8991x0.3125 12.10 601.64 0.020 1.39 1821.06 0.001 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. M,,, M„3, Y'„ T„ Stress Stress ft $P• OMm Wm $V _ mT Ratio Ratio LI 94-50(1) 0.014 0.476 0.000 0.032 0.002 0.492 1.050 4.8.2 L2 50-0(2) 0.012 0.546 0.000 0.020 0.001 0.559 1.050 4.8.2 tnxTower Job Page West Portland (BU 874135) 26 of 26 Tower Engineering Project Date Professionals TEP No. 235072.650939 07:14:50 01/28/22 - 326 Tryon Road - Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX:(919)661-6350 PRS Section Capacity Table Section Elevation Component Size Critical ..... P.. ,...., 0Pes,, % Pass No. ft Type Element K K Capacity Fail LI 94-50 Pole TP25.125x16x0.25 1 -15.77 1177.05 46.8 Pass L2 50-0 Pole TP34.875x23.8991x0.3125 2 -24.10 2105.75 53.2 Pass Summary Pole(L2) 53.2 Pass RATING= 53.2 Pass Program Version 8.1.1.0-6/3/2021 Pile:C:Users/pstewart/Desktop/Stmctural TNX Files/874135/Issued Docs/Pre-Sea1874135_2055432_LC7.eri ACIJM61N0 PEGS 4, i (33)NER I-3/-TO 62 FTGLEQEL (1) 2'TO 62 FT LEVEL ENT) 11 _ • /r N. / \ (PROPOSED EQUIPMENT CONFIGURATION) / /i~ \ \\ (3) 3/8' TO 94 FT LEVEL / / \ (6) 3/4' TO 94 FT LEVEL / \ \ (12) 7/8' TO 94 FT LEVEL / \ \ 1 (2) 1-5/8" TO 94 FT LEVEL t ! 1 I Qa Qi I I I I\ Q3 Q2 ! I \ / / \ / \\ \\� ��/ / \ / \\ // N N �� ASCE ASCE 7 Hazards Report AMERICAN SOCIETY OF CIA ENGINEERS Address: Standard: ASCE/SEI 7-16 Elevation: 354.16 ft(NAVD 88) No Address at This Risk Category: II Latitude: 45.4415 • Location Soil Class: D - Default(see Longitude: -122.743972 Section 11.4.3) - r ' m I Villa Ridge ,;5<*+ is Fa.5uuthwe6i II Wind Results: Wind Speed 97 Vmph 10-year MRI 66 Vmph 25-year MRI 73 Vmph 50-year MRI 77 Vmph 100-year MRI 82 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Mon Jan 24 2022 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. https://asce7hazardtool.online/ Page 1 of 3 Mon Jan 24 2022 ASCE AMERICAN SOCIETY OF CMl ENGINH9S Ice Results: Ice Thickness: 1.50 in. Concurrent Temperature: 25 F Gust Speed 30 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Mon Jan 24 2022 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. for Values 00-yeard are equivalent radial ice thicknesses due to freezing rain with concurrent interval, and temperatures concurrent with ice thicknesses due todfreezing rain.gust for a 50 y Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. thirdThe ASCE 7 Hazard Tool is prvided for your party providers; any kind.The location data included herein has been lobtained from information information developed,produced,and maintained byitho without warranties o representationsndard or warranties as to the accuracy,completeness,reliability, or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable currency,o sources or methodologies,any dataies,ASCE does.not make any d by or quality of any data provided herein.Any third-party content by orrfrolmeASCE.this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential data l or y lldamages arising aw,you agree from or related to your use of,or reliance on,the ease and hold harmless ASCE from any and all Iliabilitynoflany nature information arising out of or resulting from ned therein.To the tany use permittedf by provided by the ASCE 7 Hazard Tool. Mon Jan 24 2022 hit s:/lasce7hazardtool.online/ Page 3 of 3 Monopole Base Plate Connection CROWN :CASTLE BU p 874135 Site Name West Portland (� Order k 569677 Rev.4 v O Analysis Considerations TIA-222 Revision H Grout Considered: No le,(in) 0.625 01 0 Moment(kip-ft) 949.00 Axial Force(kips) 24.00 Shear Force(kips) 12.00 eTIA-222-H Section 15.5 Applied O l V Connection Properties Analysis Results Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (8)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 41"BC Put=135.71 caPn_t=243.75 Stress Rating Vu=1.5 d,Vn=149.1 53.0% Base Plate Data Mu=n/a 4 Mn=n/a 47"0D x 1.75"Plate(5-128;Fy=60 ksi,Fu=80 ksi) Base Plate Summary Stiffener Data Max Stress(ksi): 26.29 (Flexural) N/A Allowable Stress(ksi): 54 Stress Rating: 46.4% Pole Data 34.875"x 0.3125"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) CClplate-Version 4.1.2 Analysis Date:1/28/2022 Monopole Base Plate Connection -Seismic CROWN :s CASTLE BU# 874135 Site Name West Portland Order# 569677 Rev.4 0 Analysis Considerations TIA-222 Revision H Grout Considered: No I,(in) 0.625 Moment(kip-ft) 323.00 Axial Force(kips) 27.00 Shear Force(kips) 4.00 •PA-222-H Section 15.5 Applied '1.5Overstrength Factor Applied l ) • Connection Properties Analysis Results Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (8)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 41"BC Pu_t=67.44 ¢Pn_t=243.75 Stress Rating Vu=0.75 4Vn=149.1 26.4% Base Plate Data Mu=n/a ,Mn=n/a 47"OD x 1.75"Plate(S-128;Fy=60 ksi,Fu=80 ksi) Base Plate Summary Stiffener Data Max Stress(ksi): 9.39 (Flexural) N/A Allowable Stress(ksi): 54 Stress Rating: 16.6% Pole Data 34.875"x 0.3125"18-sided pole(A572-65;Fy=65 ksi,Fu=80 ksi) • CClplate-Version 4.1.2 Analysis Date:1/28/2022 Pier and Pad Foundation CROWN BU#: 8741West 5 P CASTLE Site Name: West Portland App. Number: 569677 Rev.4 TIA-222 Revision: H Top&Bot.Pad Rein.Different?: ❑ Tower Type: Monopole Block Foundation?: ❑ Rectangular Pad?: ❑ Superstructure Analysis Reactions Foundation Analysis Checks Compression,Pc„„P: 24 kips Capacity Demand Rating* Check Base Shear,Vu_comp: 12 kips Lateral(Sliding)(kips) 123.90 12.00 9.2% Pass Bearing Pressure(kst) 9.38 1.91 20.4% Pass Moment,M : 949 ft-kips Overturning(kip'Yt) 1752.61 1027.00 58.6% Pass Tower Height,H: 94 ft Pier Flexure(Comp.)(k/p"9t) 1844.79 997.00 51.5% Pass BP Dist.Above Fdn,bp, : 0 in Pier Compression(kip) 12497.26 38.14 0.3% Pass Pad Flexure(kip'ft) 1225.71 375.75 29.2% Pass Pad Shear-1-way(kips) 497.13 81.57 15.6% Pass Pier Properties Pad Shear-2-way(Comp)(ksi) 0.190 0.024 11.8% Pass Pier Shape: Circular Flexural 2-way(Comp)(hi/fit 1762.49 598.20 32.3% Pass Pier Diameter,dpier: 5 ft Ext.Above Grade,E: 1 ft Pier Reber Size,Sc: 9 *Rating per TIA-222-H Section Pier Rebar Quantity,me: 16 15.5 Pier Tie/Spiral Size,St: 4 Structural Rating*: 51.5% Pier Tie/Spiral Quantity,mt: 10 Soil Rating*: 58.6% Pier Reinforcement Type: Tie Pier Clear Cover,cca,,: 3 in Pad Properties Depth,D: 5.5 ft Pad Width,W1: 17 ft Pad Thickness,T: 2.5 ft Pad Rebar Size(Bottom dir.2),Sp2: 7 Pad Rebar Quantity(Bottom dir.2),mp2: 18 Pad Clear Cover,cce,a: 3 in Material Properties Rebar Grade,Fy: 60 ksi Concrete Compressive Strength,Pc: 4 ksi Dry Concrete Density,8c: 150 pcf Soil Properties Total Soil Unit Weight,y. 110 pcf Ultimate Gross Bearing,Quit: 12.500 ksf Cohesion,Cu: 0.200 ksf Friction Angle,gyp'. 30 degrees SPT Blow Count,Nam,,,,: Base Friction,Li: 0.35 Neglected Depth,N: 2.50 ft Foundation Bearing on Rock? No Groundwater Depth,gw: N/A ft Version 4.1.1 CROWN BU: 874135 Structure: A • CASTLE WO: 2055432 • ^�1r� Order: 569677 Rev: 4 Location Decimal Degrees Deg Min Sec 26 29.40 Long: -1224443972 - 122 44 { 38.30 Code and Site Parameters Seismic Design Code: TIA-222-H-1 Site Soil: D(Default) Default Risk Category: II USGS Seismic Reference Ss: 0.8720 g St: 0.3960 g 16 s Seismic Design Category Determination Importance Factor,le: 1 Acceleration-based site coefficient,Fa: 1.2000 Velocity-based site coefficient,Fv: 1.9040 Design spectral response acceleration short period,Spy: 0.6976 g Design spectral response acceleration 1 s period,Sol: 0.5027 g Ts: 0.7206 Seismic Design Category Based on Sim: D Seismic Design Category Based on Sal: D Seismic Design Category Based on Si: N/A Controlling Seismic Design Category: D CCISeismic 3.3.9 Page 1 Analysis Date: 25-01-2022 CROWN BU: 874135 Structure: A A WO: 2055432 CASTLE Order: 569677 Rev: 4 Tower Details Tower Type: Tapered Monopole Height,h: 94 ft Effective Seismic Weight,W: 20.11 kips Amplification Factor,As: 1.0 2.7.8.1 Response Modification Factor,R: 1.5 Discrete Appurtenance Weight in Top 1/3 of Structure,Wu: 6.94257 kips Wr: 13.16857433 kips E: 29000.0 ksi g: 386.088 in/s2 Average Moment of Inertia,I,,,g: 2153.785179 in4 F,: 0.356426333 hz Approximate Fundamental Period Monopole,T,: 2.8056 s 2.7.7.1.3.3 Seismic Response Coefficient,C, 0.1792 Table 2-12 Note 3 Seismic Response Coefficient Max 1,C,ma, N/A Seismic Response Coefficient Max 2,C,,,,,, N/A Seismic Response Coefficient Min 1,Csm;,, 0.0307 2.7.7.1.1 Seismic Response Coefficient Min 2,Cs,„,„ N/A 2.7.7.1.1 Controlling Seismic Response Coefficient,Cx 0.1792 Seismic Base Shear,V 3.603 kips 2.7.7.1.1 Vertical Distribution Factors Period Related Exponent,k: 2.000 Sum of w;hik 96855.99 CCISeismic 3.3.9 Page 2 Analysis Date: 25-01-2022 Tower Section Loads Section Section Number Length Top Height Mid Height,h, Weight,w,O wAr 6„, F,�, F„ 1-1 4 00 94.00 92.00 9.1746 MEM 0.0153 0.0550 0.0244 1-2 ®®®MISMINIMIMMEIM®IIIINEENI 0.0604 ®IIIIEM 80.00 1116111111.MIEM 2990.48 0.0309 ® 0.0742 • ®®MIEMNIMEIN®IELECIIIIIMENI® 0.0820 ® 10.00 60.00 MM. 0.6436 1946.98 0.0201 ECM. 0.0898 ®®®® ICENIN®11.611=11111113333111® ® 10.00 1O 45.00 '. 0.0644 • 10.00 ®® 0.9241 ® 0.0117 ®EKEEME ® 10.00 80.00 NIEMEMINICEZMINIMMI 0.0064 11111MIIIMIEEMI ®®®®MIEN111 239.00 ® '0089 MEM ® 10.00 10.00 MIEEMIIMMICIII® 0.0003 0.0011 s2m11.3131/1 CCISeismic 3.3.9 Page 3 Analysis Date: 25-01-2022 Discrete Loads Name h, w, w,h,` C„ F,, F,, I mild 1/2"x 5'Lightning Rod 100.00 0.010C 100.00 0.0010 0.0037 0.0014 - pole mounts 2.375"OD e 8'Mount Pipe 100.00 0.030C 30000 0,0031 1.0112 0,0042 commscope ofd NNHH-65C-R4_CCIV2 w/Mount Pipe 94.00 0.1568 1185,57 00149 0.0515 0.0219 • cornmscope_cfd NNHH-05C-R_CCIV2 w/Mount Pose 94.00 0.1568 1335,57 0.0143 0.0515 0.0219 commscope_efd NNHH-65C-R4_CCIV2*Mount Pipe 94.00 0.1568 1385,57 0.0143 0.0515 0.0219 nokia AEQK 94.00 0,1000 383,60 0.0091 0.0329 00140 nokia AEQK 94.00 0.1000 863.60 0.0091 0.0329 0.0140 nokia AEQK 94.00 0.1000 883.60 0.0091 0.0329 0.0140 nokia AEQI! 94.00 0.1000 883.60 0.0091 0.0329 0.0140 nokia AEQG 94.00 0.1000 883.50 0.0091 0.0329 0.0140 nokia AEQU 94.00 0.1000 883.60 0.0091 0.0329 00140 somrnscop_ctd NNH4-65C-R6-HGw/Mount Pipe 94'0 0,1904 1682.20 0.0174 0.0626 0.0266 commscope cfd NNH4-65C-R6-1-1G w/Mount Pipe 94.00 0.1904 1682.20 0.0174 0.0626 0.0266 to mmscope cfd NNH4-65C-85-HG w/Mount Pipe 94.00 D.1904 1682.20 0.0174 0.0626 0.0266 nokia AHCA_CCIV3 94.00 0.0400 353.44 0.0036 0.0131 0.005E nokia AHCA CCIV3 94.00 0.0400 353.44 0.0036 0.0131 0.0056 nokia AFICA_CCIV3 94.00 0.0400 353.44 0.0036 0.0131 0.0056 alcatel lucent KS RRN4X30.4R 94.00 0.0600 530.16 0.0055 0.0197 0.0084 alcatel lucent B25 66134830-45 94.00 0.0600 530.16 0.0055 0.0197 0.0084 alcatel lucent B25 680403040 94.00 0.0600 530.16 0,0055 0.0197 0.0084 alcatel lucent B66A 65134845-40 94.00 0,0600 530.16 0.0055 0.0197 0.0084 alcatel lucent 666A 0004045-46 94.00 0.0600 500.16 0,0055 0.0197 0.0004 alcatel Lucent B66A RRH4X45.45 94.00 0.0600 530.16 0.0055 0.0197 0.0084 alcatel lucent RRH4x25-WCS-46 94.00 0.0700 618.52 0,0064 0.0230 0.0098 alcatel lucent RRH4x25-WCS-413 94.00 0.0700 518.52 0.0064 0.0230 0.0098 alcatel lucent RRH4x25-V9CS-OR 94.00 0.0700 01852 0,0004 0.0230 0.0093 raycap DC9-48-60-24-80-EV-00102 94.00 0.0200 175.72 0.0018 00066 0.0028 raycap 006-43-60-18-31, 94.00 0.0300 265.08 0.0027 0.0099 0.0042 raycap 006-48-60-18-8F 94.00 0.0300 26508 0.0027 0.0099 0.0042 -aycap 006-48-50.18.30 9400 0.0300 26503 0.0027 0.0099 0.0042 nokia AH188A CCIV2 94,00 0.1000 883.60 0.0091 0.0329 0.0140 nokia AHL96A_CCIV2 94,00 0.1000 883.60 0.0091 0.0329 0.0140 nokia AHL8BA_aIV2 94.00 0.1000 883.60 0.0091 0.0329 0.0140 (2)mounts 2.4"Dia x8-ft Mount Pipe 94,00 0.0500 530.16 0.0055 0.01.97 0.0084 (2)mounts 2.4"Dia x 8-ft Mount Pipe 94.00 0.0600 530.16 0.0055 0.0197 0.0084 j2)mounts 2.4"Dia x8-ft Mount Pipe 94,00 0.0600 530.16 0.0055 0.0197 0.0084 (2)mounts 2.4"Dia x 8-ft Mount Pipe 94.00 0.0600 530.16 0.0055 0.0197 0.0084 (2)mounts 2.4"Dia x 8-ft Mount Pipe 94.00 00600 530.16 00055 0.0197 0.0084 (2)mounts 2.4"Dia x 6-ft Mount Pipe 94.00 0.0600 530.16 00055 0.0197 0.0084 (2)tower mounts(cci)5,de Arm Mount(50304-1] 94.00 0.0460 406.46 0.0047 0.0151 0.0064 (2)tower mounts(eel)Side Arm Mount[SO 304-1] 94.00 0.0460 406A6 0,0042 0.0151 0.0064 (2)mounts 2.9"Dia x14.5'Pipe 94.00 0.1600 141376 0.0146 0.0525 0.0223 (2)mounts 2.9"Dia x 14.5'Pipe 94.00 0.1600 1413.76 0.0146 0,0526 0.0223 town,mounts(cci)Platform Mount[LP 1001-11 94.00 3.0170 26658.21 0.2752 09917 0.4209 (2)pipe 1.9"Dia.x 6-h 90,00 0.0400 324,00 0,0033 00121 0,0056 (2)pipe 1.9"Dia,x 6-ft 90.00 0.0400 924.00 0.0033 0.0121 0.0056 (2)pipe 1.9"Dia.56-h 90.00 0.0400 324.00 0,0033 0.0121 0.0056 tower mounts(cci)Side Arts Mount[SO 101-31 90 00 0.2520 2041.20 0.0211 0.0759 0.0352 ericsson cfd STREETMACRO 6701 w/Mount Pipe 62,00 0.0388 149.19 0.0015 0,0035 0,0054 ericsson_cfd STREETMACRO 6701w/Mount Pipe 62.00 0.0383 149.19 0.0015 0.0055 0.0054 (2)commscope cfd SBNHH-11)65C w/Mount Pipe 62.00 0.1654 635.72 00066 0.0236 0.0231 (2)commscope_cfd SBNH9-1D65C art Mount Pipe 62.00 0.1654 635.72 0.0066 0.0236 0.0231 (2)commscope cfd SBNHH-1265C w/Mount Pipe 62,00 0.1654 635.72 0.0066 0,0236 0,0231 vzw Sub6 Antenna'w/Mount Pipe 62.00 0.0900 345.95 0.0036 0,0129 0,0126 vow Sub6 Antenna w/Mount Pipe 62,00 0.0900 345.96 0.0036 G.0129 0.0126 sew Sub6 Antenna w/Mount Pipe 62.00 0.0900 245.96 00036 0,0129 0.0126 raycap RCMDC-3315-PF-48 62.00 0.0300 115.32 0.0012 0.0043 0.0042 raycap RCMDC-3915-PF-48 62.00 0.0300 113.32 0.0012 C.0043 0,0042 raycap RCMDC3315-PF-48 62.00 00300 11532 0.0012 0.0043 0,0042 ericsson 4449 62.00 0.0700 269.08 0,0028 C.0100 0,0098 ericsson 4449 62.00 00700 259.08 0.0028 0.0100 0.0098 e-icsson 4449 62.00 0.0700 269.03 0,0023 001100 0,0098 ericsson RRUS 321366 62.00 0,0500 192.20 0.0020 0.0071 0.0070 ericsson RRUS 32866 62.00 0.0500 192.20 0.0020 0.0071 0,0070 ericsson RRU5321366 62.00 00500 192.20 0.0020 0.0071 0 D070 ericsson PROS 3282 62.00 0.0500 192,20 0 3020 0.0071 0.0070 ericsson RRUS 32 82 62.00 0.0500 192.20 0 0020 0.0071 0.0070 ericsson PROS 3262 62.00 0.0500 192,20 0.0020 00071 0.0070 raycap RV2DC-6627-PF-48 62.00 0.0300 115.32 0.0012 0.0043 0.0042 pipe 2.4"D,e.x 6-0 62.0C 00200 76.88 0.0008 0 0029 00028 tower mounts(col)Platform Mount(LP 402.1 KCKR] 62.00 2.4410 9383.20 0.0969 0.3491 0.3406 Sum 10.8773 76242.53 CCISeismic 3.3.9 Page 4 Analysis Date: 25-01-2022 Linear 1 oads Name Start Height End Height h" w, cob.' C„ F,,, I (3)huber and suhner MLCH HYBRID 6X12(1-3/8)From 0 to 62 54.00 62.00 58.00 0.0412 138.46 0.0014 0.0052 0,0057 - (3)huber and suhner MLCH HYBRID 6E12(1-3/81 From 0 to 62 44.0D 54,00 49.00 0.0515 12853 0.0318 0.0046 00072 (3)huber and suhner MICH HYBRID 6X12(1-3/8)From 0 to 62 34.00 44.00 39.00 0.0515 78.26 0.0008 0.0029 0.0072 (3)huber and suhner MLCH I-Y0RWD 6X12(1-3/8)From 0 to 62 24.00 3400 29_00 0.0515 4327 0.0004 0.0016 0.0072 (3)huber andsuhner MLCH HYBRID 6E12(1-3/8)From 0to 62 14,00 24.00 19,00 0.0515 1357 0.0002 0.0007 0.0072 (3)babes and suhner MLCH HYBR.D 6%12(1-3/8)From 0 to 62 4.00 14.00 1100 0.0515 4.17 0.0000 0.0002 0.0072 (3)huber and suhner M LCH HYBRID 6E12(1-3/8)From 0 to 62 000 4.00 2,00 0.0206 0,08 0.0000 0,0000 0.0029 huber and suhner MLCH 12/24 LOW INDUCTION(2)From 0to 62 54.00 62.00 5:8.00 0.0243 81.81 0,0008 0.0030 0,0034 huber and suhner MLCH 12/24 LOW INDUCTION(2)From 0 to 62 44,00 54.00 49.00 0.0304 72.99 0.0008 0.0027 0.0042 huber and suhner MLCH 12/24 LOW INDUCT)ON(2)From 0 to 62 34.00 44.00 39.0D 0.0304 46.24 0,0005 0.0017 0.0042 huber and suhner MLCH 12/24 00W INDUCTION(2(From 0 to 62 24.00 3400 29.00 0.0304 25.57 0,0003 0.0010 0.0042 huber and suhner MLCH 12/24 LOW INDUCTIDN(2)From 0 to 62 14 D0 24.00 19.00 0.0304 10,97 0,0001 0,0004 0.0042 huber and suhner MLCH 12/24 LOW INDUCTION(2)From 0 to 62 4.00 14,00 9.00 0.0304 2.46 0,0000 0.0001 0,0042 huber and suhner MLCH 12/24 LOW INDUCTI(OW)From 010 62 0.00 4.00 2.0C 0.0122 0.05 0.0000 C,0000 0.0017 rosenberger(eoniWR-VG665T-BRDCCIV2(7/8)From 0 to 94 84.00 94,00 89.00 0.0088 69.70 0.0007 00026 0.0012 roserberger!corl WR-VG665T-BRD-CCIV2(7/8)From 02o94 74.00 84.00 79,00 0,0098 54.92 0.0006 0,0020 0.0012 rosenberger leoni WR-VG6657-6RD CCIV2(7/8)From0 to 94 64.00 74.00 69.00 0.0088 41.90 0.0004 0.0016 0.0012 rosenberger leoni WR-VG66ST-BRD_CCIV2(7/3)From 0 to 94 54.00 64,00 39,00 0,0088 30,53 0.0003 0,0011 0.0012 rosenberger leoni WR-VG665T-BRD CCIV2(7/8)From 0 to 94 44.00 54.00 49.00 0.0088 21.13 0.0002 0.0008 0.0012 rosenberger leoni WR-VG665T-BRD_CCIV2(7/8)From 0to9.1 34.00 44.D0 39.00 0.0088 13.38 0.0001 00005 0.0012 rosenberger leoni WR-VG66ST-BRDCCIV2(7/8)From 0 to 94 24.00 34.00 29.00 0.0088 7.40 0,0001 0.0003 0.0012 rosenberger leoni WR-V1366ST-BR0_CCIV2(7/8)From 0to 94 14.00 24.00 19.30 0.0088 3.18 0.0000 0.0001 0.0012 rosenberger leoni WR-VG665T-BRD CCIV2(7/8)From to 94 4.00 14,00 9.00 0.008E 0.71 0,0000 0,0000 0.0012 rosenberger leoni WR-VG665T-BRD_CCIV2(7/8(From 0 to 94 0.01) 4,00 2.00 0.0035 0.01 0.0000 0.0000 0.0005 (3)commscope RFFT-36SM-001.axM(3/8)From 0 to 94 84.00 94.00 89.00 0.0027 21.62 0.0002 0,0008 0,0004 (3)commscope RFFT-365M-001-xWM(3/8)From 0 to 94 74.00 84.00 79.00 00027 17.04 0.0002 00006 0.0004 (3)commscope RFFT-365M-001-xxM(3/8)From 0 to 94 64.00 74.00 69.00 0.0027 13.00 0.0001 0.0005 0.0004 (3)commscope RFFT-365M-001-orM(3/8)From 0 to 94 54.00 64.00 59.00 0.0027 9.3D 0.0001 0,0004 0.004 (3)commscope RFFT-365M-001:xxM(3/8)From 0 to 94 44.0C 54.00 49,00 0,0027 6.55 0.0001 0.0002 0.0004 (3)commscope RFFT-363M-001 xoM(3/8)From 0 to 94 34.00 44.0C 39.00 0 0027 4.15 0.0000 0.0002 0.0004 (3)commscope RFFT-36SM-001-roeM(3)8)Front 0 to 94 24.00 34.0C 29,00 0.0027 2.30 0.0000 0.0001 0.0004 (3)commscope RFFT-365M-001-xxM)3/8(From 0 to 94 14.00 24.08 19.0C 0.0027 0.99 0.0000 0.0000 0,0004 (3)commscope RFFT-365M-001-x4M(3/8)From 0 to 94 4.00 14.0C 9,00 0.0027 0.22 0.0000 0.0000 00004 (3)commscope RFFT-365M-001-eoM(3/3)From 0 to 94 000 4.00 2.00 00011 0.00 0.0000 0.00912 0.0002 (11)commscope CR 50 1070(7/8)From 0 to 94 84 0C 94.0C 99,00 0.0308 243.97 0.0025 0.0091 0.0043 (11)commscope CR 501070(7/8)From 0 to 94 74.00 84.00 79.00 0.0308 192.22 0.0020 0.0072 0.0043 (11)commscope CR 50 1070(7/8)From 0 to 94 64,00 74.00 69.00 0.0308 146.64 0.0(115 0.0055 0.0043 (111 commscope CR 50 1070(7/8)From 0 to 94 5400 64.00 59.00 0.0308 107.21 0,0011 0.0040 0.0043 (11)commscope CR 501070(7/8)From 0 to 94 44.00 54.00 49.00 0.0308 73.95 0.0008 0.0028 00043 (11)commscope CR 50 1020(2/8)'morn 0 to 94 34.00 44.00 39.00 00308 40.85 0.0005 0.0017 0.0043 (11)commscope CR 50 1070(7/8)From 0 to 94 24.00 34.00 29.00 00308 25.90 0.0003 0.0010 0.0043 (11)commscope CR 50 1070(7/8)From 0 to 94 14,00 24.00 19.00 00308 11.12 0.0001 0.0004 0.0042 (11)commscope CR 50 1070(7/8)Front 0 to 94 4.00 10.00 9.00 0.0308 2.49 0.0000 0.0001 0.0043 (11)commscope CR 50 1070(7/8)From 0 to 94 0.00 4.00 2.00 0.0123 0.05 0.0000 0.0000 0.0017 (6)rosenberger leoni WR-VG865T-BRD(3/4")From 0 to 94 84.00 94.00 89.00 00528 413.23 0.0043 0.0156 0.0074 (6)rosenberger leoni WR'VG86ST-BRD(3/4")From 0 to 94 74.00 84.00 79.00 0.0523 329.52 0.0034 00123 0.0074 (6)rosenberger leoni WR-VG865T-BRD(3/4")From 0 to 94 64.00 74.00 6900 0.0528 251.38 0.0026 0.0094 0.0074 (6)rosenberger(cool WR'VG86ST-BRD(3/4")From 0 to 94 54.00 64.00 59.00 0.0528 133.80 0.0019 0.0068 0.0074 (6)rosenberger Won)WR-VG86ST-BRD(3/4")From Oto 94 44.00 54.00 49.00 0.0528 126.77 0.0013 0.0047 00074 (6)rosenberger leoni 1283-VG865T-BRD(3/9")From 0 to 94 34.00 44,00 39.00 0.0523 80,31 0.003 0.0030 0.0074 (6)rosenberger con)WR-V88651'-BRD(3/4")From 0to94 24.00 3400 29.00 0,0528 44.40 0.0005 0.0017 0.0074 (6)rosenberger Icon,LVR-VG865T-BRD(3/4")From 0to 94 14.00 24.09 10,40 0.0523 19.06 0.0002 00007 0.0074 (6)rosenberger(eon)WR-VG86ST-BRD(3/4")From 0 to 94 4.00 14.00 9 00 0.0528 4,28 0.0000 0.0002 0.0074 (6)rosenberger leoni WR-VG86ST-BRD(3/4")From 0to94 0.00 400 2D0 0.0211 0.08 0.0000 0.0000 - 0.0029 - (2)rosenberger leoni 12 PAIR(3/8)From 0 to 94 84.00 94.00 89.00 00016 12.67 0.0001 0.0005 0.0002 (2)rosenberger leoni 12 PAIR(3/8)From 0 to 94 74,00 8400 79,00 0.0016 9.99 0.0001 0.0004 0.0002 (2)rosenberger leoni 12 PAIR(3/8)From 0 to 94 64.00 74.00 69.00 0.0016 7.62 0.0001 0.0003 0.0002 (2)rosenberger(eon)12 PA1R(3/B)From 0 to 94 54,00 64.00 5900 0.0016 5.57 0.000: 0.0002 0.0002 (2)rosenberger leoni 12 PAIR(3/8)From 0 to 94 44.00 54.00 49,00 00016 3.84 0.0000 0.0001 0.0002 (2)rosenberger leoni 12 PAIR(3/8(From D to 94 34.00 4400 3900 00016 2 49 0.0000 0.0001 0.0002 (2)rosenberger leoni 12 PAIR(3/8)From 0 to 94 24.00 34.00 29.00 0.0015 1,35 0.0000 0.0001 0.0002 (2)rosenberger leoni 12 PAIR(3/B)From 0to 94 14.00 24.00 19.00 (1.0016 0.58 0.0000 0.0000 0.0002 (2)rosenberger leoni 12 PAIR(3/6)From 0 to 94 4.00 14.00 9.00 0.0016 0.13 0.0000 0.0000 0.0002 (2)rosenberger leoni 12 PAIR(3/8)From 0 to 94 0.00 4.00 2,00 0.0006 0.00 0-0000 0.0001 0.0001 (2)andrew LDF7-50A(1-5/8)From 0 M 94 84,00 94,00 89.00 0.0164 129.90 0.0013 0.0048 0.0023 (2)andrew 1097-509(1-5/8)From 0 to 94 74.00 34,00 79.00 0.0164 10335 0.0011 0.0033 00023 (2)andrew L0F7-50A(1-50)From 0 to 94 64,00 74.00 69.00 0.0164 78.08 0.0008 0.0029 0.0023 (2)andrew 1.1207-504(1-5/8)From 0 to 94 54.00 6400 3900 0.0164 07.09 00006 0.0021 00023 (2)andrew LDF7-506(1-5/8)From 0 to 94 44.00 54.00 49.00 0.0164 39.38 0.0004 0,0015 0.0023 (2)andrew LDF7-50A(1-5/8)From 0 to 94 34.00 44,00 3900 0.0164 24.94 0.0083 CD009 0.0023 (2)andrew LDF7-S0A(1-5/e)From 0to 94 24.00 34.00 29,00 0.0164 13.79 0.0001 00005 0.0023 (2)andrew LDF7-50A(1-5/8)From 00094 14.00 2400 19,00 0.0164 5.92 0.0001 0.0002 00023 (2)andrew LDF7-S0A(1-5/8)From 0 to 94 4.00 14.00 9.00 0.0164 1.33 0.0000 0.0000 0.0023 (2)andrew LDF7-50A(1-5/8)From 0 to 94 0.00 4.00 2.00 0.0066 0.03 0.0000 C.0000 00080 Sum 1.5709 377002 CCISeismic 3.3.9 Page 5 Analysis Date: 25-01-2022 OFFICE COPY RECEIVED40 D ,44' '''' p 0 Date: February 17, 2022 MAY 1. r7 1E`t CITY OF TIGARD POD Group 3UILDING DIVISION 1033 E Turkeyfoot Lake Rd. Suite 206 Akron, OH 44312 (330) 961.7432 mhoudeshell@podgrp.com Subject: Mount Modification Analysis Report Carrier Designation: AT&T Mobility Carrier Site Number: PT87 Carrier Site Name: TIGARD NE FA Number: 10094051 Crown Castle Designation: Crown Castle BU Number: 874135 Crown Castle Site Name: West Portland Crown Castle JDE Job Number: 668611 Crown Castle Order Number: 569677 Rev 4 Engineering Firm Designation: POD Report Designation: 21-121325 Site Data: 11611 SW 65th Avenue,Tigard,Washington County, OR 97223 Latitude 45° 26' 29.40" Longitude -122°44' 38.30" Structure Information: Tower Height&Type: 94 ft Monopole Mount Elevation: 96.5 ft Mount Type: 14.5 ft Platform with Support Rails POD Group is pleased to submit this"Mount Modification Analysis Report"to determine the structural integrity of AT&T Mobility's antenna mounting system with the proposed appurtenance and equipment addition on the abovementioned supporting tower structure.Analysis of the existing supporting tower structure is to be completed by others and therefore is not part of this analysis. Analysis of the antenna mounting system as a tie-off point for fall protection or rigging is not part of this document. The purpose of the analysis is to determine acceptability of the mount stress level. Based on our analysis we have determined the mount stress level to be: 14.5 ft Platform with Support Rails (Multiple Sector) Sufficient* *See Section 4.1 of this report for the loading and structural modifications required in order for the mount to support the loading listed in Table 1. This analysis has been performed in accordance with the 2019 Oregon Structural Specialty Code based upon an ultimate 3-second gust wind speed of 97 mph. Applicable Standard references and design criteria are listed in Section 2 -Analysis Criteria. Mount structural analysis prepared by: Julianna Murphy Respectfully submitted by: ���EO PROFfss 2/702 (7 2/ C',c' 0NGINfiF-9 / A �� 90892PE 9r Jason G. Cheronis P.E. 9 OREGON �� Gj Oregon PE#: 90892PE 9d' ��qRY 12 2 O1/ G. CNEPO ,4400: p -1--) Date: February 17, 2022 POD Group 1033 E Turkeyfoot Lake Rd. Suite 206 Akron, OH 44312 (330)961.7432 mhoudeshell@podgrp.com Subject: Mount Modification Analysis Report Carrier Designation: AT&T Mobility Carrier Site Number: PT87 Carrier Site Name: TIGARD NE FA Number: 10094051 Crown Castle Designation: Crown Castle BU Number: 874135 Crown Castle Site Name: West Portland Crown Castle JDE Job Number: 668611 Crown Castle Order Number: 569677 Rev 4 Engineering Firm Designation: POD Report Designation: 21-121325 Site Data: 11611 SW 65th Avenue, Tigard,Washington County, OR 97223 Latitude 45°26'29.40" Longitude -122° 44' 38.30" Structure Information: Tower Height&Type: 94 ft Monopole Mount Elevation: 96.5 ft Mount Type: 14.5 ft Platform with Support Rails POD Group is pleased to submit this"Mount Modification Analysis Report" to determine the structural integrity of AT&T Mobility's antenna mounting system with the proposed appurtenance and equipment addition on the abovementioned supporting tower structure.Analysis of the existing supporting tower structure is to be completed by others and therefore is not part of this analysis. Analysis of the antenna mounting system as a tie-off point for fall protection or rigging is not part of this document. The purpose of the analysis is to determine acceptability of the mount stress level. Based on our analysis we have determined the mount stress level to be: 14.5 ft Platform with Support Rails (Multiple Sector) Sufficient* *See Section 4.1 of this report for the loading and structural modifications required in order for the mount to support the loading listed in Table 1. This analysis has been performed in accordance with the 2019 Oregon Structural Specialty Code based upon an ultimate 3-second gust wind speed of 97 mph. Applicable Standard references and design criteria are listed in Section 2 -Analysis Criteria. Mount structural analysis prepared by: Julianna Murphy Respectfully submitted by: ��_EO PROFfS,, 2�02 �co NGINEE9 io 9 - 3. `P 90892PE r' Jason G. Cheronis P.E. v v OREGON co Oregon PE#: 90892PE �iP �Lq�y 12 2� �� O4, G. GH0\ 2/17/22 14.5 ft Platform with Support Rails Mount Analysis CCI BU Number:874135 Project Number: 21-121325, Application 569677 Rev 4 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 — Proposed Equipment Configuration 3) ANALYSIS PROCEDURE Table 2— Documents Provided 3.1)Analysis Method 3.2)Assumptions 4) ANALYSIS RESULTS Table 3- Mount Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A Wire Frame and Rendered Models 6) APPENDIX B Software Input Calculations 7) APPENDIX C Software Analysis Output 8) APPENDIX D Additional Calculations 9) APPENDIX E Mount Specification Sheets 1) APPENDIX F Mount Modification Design Drawings (MDD) 2/17/22 14.5 ft Platform with Support Rails Mount Analysis CCI BU Number: 874135 Project Number:21-121325, Application 569677 Rev 4 Page 3 1) INTRODUCTION This is an existing 3-sector 14.5' Platform with Support Rails. 2)ANALYSIS CRITERIA Building Code: 2019 OSSC &2018 IBC TIA-222 Revision: TIA-222-H Risk Category: II Ultimate Wind Speed: 97 mph Exposure Category: C Topographic Factor at Base: 1.000 Topographic Factor at Mount: 1.000 Ice Thickness: 1.5 in Wind Speed with Ice: 30 mph Seismic Ss: 0.872 Seismic Si: 0.396 Live Loading Wind Speed: 30 mph Man Live Load at Mid/End-Points: 250 lb Man Live Load at Mount Pipes: 500 lb Table 1 -Proposed Equipment Configuration Mount Antenna Number Mount/ Antenna Centerline Centerline of Antenna Model Modification Note (ft) (ft) Antennas Manufacturer Details 101 3 NOKIA AEQK 1, 2 3 COMMSCOPE NNH4-65C-R6-HG 3 ALCATEL B66A RRH4X45-4R LUCENT 99 3 LUCENT RRH4X25-WCS-4R 2 3 NOKIA AHLBBA CCIV2 14.5 ft 96.5 — Platform with 1 RAYCAP/ DC9-48-60-24-8C-EV CCIV2 Support Rails 3 NOKIA AEQU 1, 2 3 ALCATEL B25 RRH4X30-4R LUCENT 97 3 NOKIA AHCA_CCIV3 2 3 RAYCAP/ I DC6-48-60-18-8F 3 COMMSCOPE NNHH-65C-R4 CCIV2 Notes _... ._.... . ..__._ ..._. . — 1) Proposed equipment is to be installed on the same mount pipe with more than 12"of vertical separation 2) Mount centerline based upon photographs on CCI 2/17/22 14.5 ft Platform with Support Rails Mount Analysis CCI BU Number: 874135 Project Number: 21-121325, Application 569677 Rev 4 Page 4 3)ANALYSIS PROCEDURE Table 2 -Documents Provided Document Remarks Reference Source Crown Castle Crown Application - App#: 569677 Rev 4 Crown Castle Dated: 12/08/2021 AT&T Mobility RFDS - File Name: ORL00299 Crown Castle Dated: 11/04/2021 Tower Engineering Professionals Structural Analysis - Report#: 235072.516218 Crown Castle Dated: 03/26/2021 R &W Engineering Tower Manufacture Drawings - Job#: 01-03017 Crown Castle Dated: 04/24/2001 Power of Design Previous Mount Analysis - Project#: 21-118506 Power of Design Dated: 01/06/2022 SiteProl Specification Sheets - Part Number: SCX7-U SiteProl Dated: 10/07/2010 SiteProl Specification Sheets - Part Number: PRK-1245L SiteProl Dated: 07/22/2014 Sabre Industries Specification Sheets - Part Number: C10900842 Sabre Dated: 07/29/2020 Power of Design Modification Design Drawings - Project#: 22-121325 Power of Design Dated: 02/17/2022 3.1)Analysis Method RISA-3D (Version 17.0.4), a commercially available analysis software package, was used to create a three-dimensional model of the antenna mounting system and calculate member stresses for various loading cases. Selected output from the analysis are included in the Appendices. A tool internally developed, using Microsoft Excel, by POD Group,was used to calculate wind loading on all appurtenances, dishes, and mount members for various load cases. Selected output from the calculations is included in Appendix B. This analysis was performed in accordance with Crown Castle's ENG-SOW-10208 Tower Mount Analysis (Revision E). In addition, this analysis is in accordance with AT&T's mount technical directive. 2/17/22 14.5 ft Platform with Support Rails Mount Analysis CCI BU Number: 874135 Project Number: 21-121325, Application 569677 Rev 4 Page 5 3.2)Assumptions 1) The antenna mounting system was properly fabricated, installed, and maintained in good condition in accordance with its original design, TIA Standards, and/or manufacturer's specifications. This is not a condition assessment of the mount, structure, or foundation. 2) The configuration of antennas, mounts, and other appurtenances are as specified in Table 1 and the referenced drawings. 3) All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. 4) The weight of the mount was increased 10% in the analysis to account for connections, coax, and jumpers. 5) The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines to the structure. POD Group does not analyze the fabrication of the mount or structure (including welding). 6) All structural members shall be verified in accordance with AT&T Mount Technical Directive. 7) The analysis will be required to be revised if the existing conditions in the field differ from those shown in the above-referenced documents or assumed in this analysis. No allowance was made for any damaged, missing, or rusted members. 8) Steel grades have been assumed as follows, unless noted otherwise: a. Solid Round, Angle, Plate ASTM A36 (GR 36) b. Pipe ASTM A53 (GR 35) c. Connection Bolts ASTM A325 If any of these assumptions are not valid or have been made in error, this analysis may be affected, and POD Group should be allowed to review any new information to determine its effect on the structural integrity of the mount. 2/17/22 14.5 ft Platform with Support Rails Mount Analysis CCI BU Number: 874135 Project Number:21-121325, Application 569677 Rev 4 Page 6 4)ANALYSIS RESULTS Table 3 - Mount Component Stresses vs. Capacity (14.5 ft Platform with Support Rails) Notes Component Critical Member Centerline (ft) % Capacity Pass I Fail Kicker Kicker 2 93.5 Pass Brace BRACES 83.8 Pass Tower Extension j EXSO6 67.8 Pass BOTTOM Standoff 66.6 Pass STANDOFF2 Mount Pipe MP ALPHA1 B 63.9 Pass Angle SO ANGLE3 50.4 Pass 1 Diagonal SO DIAGONAL3 96'S 37.7 Pass Solid Round SR3 35.4 Pass Plate Plate2 25.9 Pass Face Extension FACE1EXT 8,1 Pass Tower Flange Plate Bolts 12.0 Pass Tower Flange Plate j 31.5 Pass Bolts 54.0 ! Pass Structure Rating (max from all components)= 93.5% Notes: 1) See additional documentation in"Appendix C—Software Analysis Output"and"Appendix D-Additional Calculations'for calculations supporting the%capacity 4.1) Recommendations The mount has sufficient capacity to carry the proposed loading configuration. In order for the results of the analysis to be considered valid, the loading modification listed below must be completed. 1. Mount is to be rotated to achieve the following azimuths, 320/80/200, respectively for Alpha/Beta/Gamma. 2. Additional P3 STD Faces are installed on Alpha and Gamma to eliminate skew. Faces are attached to mount pipes with Site Pro1 Crossover Kits, SCX7-U (Typ of 12) (ANT.16985) 2. P2 STD Pipes are installed on Alpha and Gamma (total of 8) to connected Pipes in Position 2 and 3. These standoff pipes are connected to mount pipes with Sabre Industries Crossover Kits, P/N: C10900842 (Typ of 4) (CEQ.48105) and Site Prot Crossover Kits, SCX7-U (Typ of 12) (ANT.16985) 5. 10' P2 STD Mount Pipes are to be installed on Alpha and Beta at a centerline and connected with Site Pro 1 Cross over Kits to proposed faces, (Typ of 12) (ANT.16985) 6. Site Pro1 Kicker Kit, P/N: PRK-1245L is to be connected to proposed 12"x0.5" plate. (Total of 3) Plate shall be connected to face and standoffs using 1/2" bolts. (ANT.16463) 7. Raycap loading that is attached to central tower extension shall be moved to a mount pipe on the sectors face members. o All critical measurements and manufacturer specifications for the above specified modification part shall be field verified prior to material ordering. o The contractor shall provide shop drawings to POD Group prior to material ordering and/or fabrication of the above specified modification part. o Any substitutes, additions, or alterations shall be approved by POD Group prior to material ordering and/or fabrication. If any of these guidelines are not met, POD Group shall not be held liable. rs N186B N214 N193A N199 00 N185 ��" 29 2 AN120 W , • I[?!r;1:7 TOP p 'P N �A N1 '=';9 N333A = S.O 9'a}}$ • .6 C nJK.n.�6 321 z O C9 ,f1!. ryir" 27 2 N132 297 C 194 ,' 2 1JP (ee r .N" . ..i 1N , Top v Z �Q' titriV• MTV. , '}/� i '%1 c Ohot". 1.0) 1 ;N`8', ,,g 90TTOM F a ,,,,r1111.1"'Yg ,� " _.4 sow,- 4 r:. 1.B . �yO P\' O 4 � 4iP 105 C9 a rr�5� toi Azg- U° 9u r� 1 �� W a. y,3� ,a' �, S68A d`r. rc ,�. .��ll��'.11l3 I EXSo ',,}i ... a O \ ? R.1 m6411 >''�1,N t349 N213 q. r.. „ V3•. y, • P c' .1R4- N 2l�� A •n1. - ,�,1 N190 4' Ottp'Y'11, _Ia. ': 7 • .7; ra': 5 N352 .R ; h�y �1 N 5 443 - N325 . r N296 N193 •N;�.;4 N•`40 '. :` N3 6 N271 , N343 N212 N195 N288 POD SK- 13 874135 Feb 18, 2022 at 4:52 AM (PL22)874135-Updated Model(A... N1B6B N214 N 193A N199 IN185 - r 2 1 -:29 5 � �h •.,� `�.., / �y��� �� / 4, ".1 � �0 J� Na1Y^NT �\ lot-L.).- ` Ir' �ii•`1 41 t' `.,�)74 L 3////9999 mac® 1 i` . 86A ! :06A a 68 - b y� � k. , -..,„..„ ,..----,,,srvii r f � �� .,l�- � ��r_3 B N213 . 1 p1 A N184A ♦ a N352 1 v 11,4V1 N221A R" ` rK'L5 325 r,. N3 N296 N193 ��`•:4 x : ,� N271 N343 N212 I I N195 N288 POD SK- 14 874135 Feb 18, 2022 at 4:52 AM (PL22)874135-Updated Model(A... M N1856 N214 N193A N199 N185 6;�. 29 6 AN120 116 a"WO 3 ` ';1;17 1-3.5X3.5)( 8 N333A e,, N1cg � ;��•'!�16 r'. i=N339 'N1 g8 + < . ) ra132.; ry Y'� ®v ,�mott p, x3 ii 44„• 27 'N132 297 ,:N997 + R�, ��3�ts tic5y � �y, 0 -, '•s L3 �,L�i+o X3 Lit:, -c�i ,,v1 �" 4 ,F • ��7^dc1 ‘r.' .,'*.,ji: ai 110171,0 7, At ,r 0 • N AA.�t `yl �✓ i �'u4 m ox I' : �ry `3003 �y!� 7 R 4 ' f �,{`.�`- ^ I\ irr`5X6 ;,.H�_J ix lqii:r N 3.4411k2,N' "' v . n���86A pt i;' 5 a r' i �N , , 'ciN ^ 9 I :3 �} PIPE i Y48 � ' a5 cv1 h � �., �N213 �I. u r� 2C ,.• 4e y ``��: ... Ns �49 '. ZeIN t. 411 0 a-..--.-•.1-,,P-ite ,t.01 IV'. iiiip N192A ANO,.. r�'`r `�q 4/r '"`.5,.;'•.-`t-,c �'"' iiii41 .4 5 9 ' N352 •4 ��' 1D N221A pp pr,. �p��,v h.0 a F S3(J�0.2 ` a,:c3 N 5 325 N'si'• aA 2A N32 • 6 N296 N193 N,' 4 .in:. N271 N343 N212 N195 N288 POD 5K- 15 874135 Feb 18, 2022 at 4:53 AM (PL22)874135-Updated Model(A... N186B N214 N193A N199 N185 a 29 11ff' Y'k'C7 14.501 AN 120 ,t S.'? N339 "N1t ":" N333A y riF.k.•• �� .�• 297 194 ti ". IZ1p rk� t § s 194 r 1 A911i .r :110n �.4 0 N N ,-'. „'N-''v -.• „Al t, 105 co It r 1 N p r am{ •'-' 1. �. n Ift�.. �r wA . ..ri �� 7�'":jB �n a 1 �' ..: 1A 04M 3Q3 r' o •�' . . .A I N- 1'i 21 :' t`6A V0�1� �' cv ,� yj 32� .fi 'G' Nit' � , rc d 86A N: �' '..h;y.yr°n-Ni J 1 ' �Igli. NI)!8"06AAI ' 41`�" ,('• ,g �< :. ,AkrcL L oVo. a8 •N213 y • a N444N,.•c6'AILVB 2,0, p, N192A `,,., al, r'e+ • Ir y& ft its .. .S • ,saaw,1/ &110. QJ0S• 1 N352 A (J221A 325 N..g.. r•A N3.6 N296 N193N;..c4 ;(;�4 N271 N343 N212 N195 N288 Member Length(ft)Displayed POD SK- 16 874135 Feb 18, 2022 at 4:53 AM (PL22)874135-Updated Model(A... hi -.095 :'186E --099k 214 193A .0741 __076k -.06'-`..037k -19 L 199 , -.087k -.095. 185k 06. -.037k 4i6k/ft 185 *rr 120 6 , 4:7 g tr: Ial 339 1 r f N333A 0 > e l 0 k( OQ g 320E !;r 1 rt te'klft 11132 ' A ise .t N ` r'. "-.O5fi E ' ,9�>, ;.. yr' '�3°t�4i) 541 1 oriir t''a'] 's' r_. > 'ro r f$v>� -aw� ' s a'Sadr YJ1 .£,k .. r° s,01 . a:�t-- a s r„; ,s F Kt . 00 k/ft t7 `.ifs y,,.. r�q,�t 33 7 N, %`f � to e 4, 1 x 'qs 00 '''' N.rx L' a , ' 3 i rls .- 2.13 /ft 4/1. • t ., -- k7ft -.• !Alt :K�.. s VV:Z A'-ztt'°a ' N213 ?, 0 i iz�7k � '44- + 31 ,'4tt � 1.. r � r�7k a 06.a '\ .. ' 441 ;F Or,k/ft � b a-I a Aid *lit '. '. 4. r N19 '006k/ft A r�: 1 : -. C ' - e kNV- trek/ft j N184A - u i no. K,f k }.006k/ft 1'- Fri Alf '! ,; >R Y�...." • • i 9 ,..0 . -4. tt.i;p 413 x0e5k/ft 006 .006k1ft '039 325 t !'.i,,:(; ft - N296 N193 , 'r, ,w N3 -.074 ,ir:.V N271 :F.006k/ft r.006k/ N343 '. %i.006k/ft N212 N195 .006k/ft N288 Loads:LC 2,1.2D+1.OW(0) POD SK- 17 874135 Feb 18, 2022 at 4:54 AM (PL22)874135-Updated Model(A... .41110 -.095 I. 1868 t -06k -035k,074K'214 193A -.102k 06 -.027k -.059k 015k -19 P' 059k '. 095 199yyyyyy,,,,,,135k 06 s,,- 027k Gns�s'�1 wft yr185 0 4 -.015k - 3i[il �yq$Q48k % 17a' r-.028k eft OB a 04 i ��t38k r r 00 �!s F�,^,t9 3'39,' .ta a d 0 OO$k/ftf :a'oet'7 387 ',:e-e- t 6 1 1t t ist , a 0 s t , e e.'+; k/ft s, - t t o3,7297 .9015k k�' x• r" u ' 9 i r'title, .N w t 7'' Oo 1, 043 197 tf r '4 aae n.'°`' R w `5 h ' �� s 7kk sy a r ye,t s � t 4."...-sue ° 3 wile'''-' B "`° 1 y, 6"�n59k 02km - r 'ws a i w -r. t s ' 1 � V6 a� /ft 'lit. 1 4O/A4101, simm y * z n t "'M .,•: t t07w _a. vtr ' d•, t i 005wft �7- ., f c .3 t`+ e .=-028k ..yPt. ° t �i r i 1trj .tk/ft N rAlr AA 1 :3k �$ is i t d,. r Fes ' '°)it ts f 1 ,-.025k }a!t ."- ,t yb',Air-, is t 0 :4 Itl . pi 2k ma • YYY 0 e0C5k/ft s. n ., . +�,- 49 , � t xf y y3� (05wft -025 ., a B �,'�° �;4rk/ft • reti�v ` �t ° 5wN In t fQ it r A 19 -O a ft aid n t3 t 005 " 005klft '0 �} 03k N325 '• ; , ti 'l, !ft Os. -178k N f k/ft .'l k/ft -.074 '_''t,2k ' r', ••••k/ft N271 _ -059k 005k/ft -.005 'NZIMk/ft .005k/ft NjMk/ft N l$l8k/ft 005k/ft 2Mklft Loads:LC 5 1 2D+ OW(30) 30 POD SK- 18 874135 Feb 18, 2022 at 4:54 AM (PL22)874135-Updated Model(A... -.095 186E ';-049k 1 -.0851074k 214 193A !-.069k -06,.-.019k j '.-.032k ?•. ' -119k -.19s; -095k 199 06, -.043k p m, -.019k - »QWft tkl :5 4 . -.032k -.0•. i �'.4.98k a Ss 16 g4 . 7 066k -.Ot 33A` '- 06 ) a 02 mi.� k !Ir 6 ��4k ft r�#S p LPG .1 3. , 3 etr r'Wft +' tl 7 - ,,297 .9032k x t �rr 1?, etr ,i ram. ,N ;P yt p S- 019 '197 �' art% +: vxi.rs; , ( * r f{q P k $p `+ 3 r �5:4 r. . l� .. s ,f,,,, : 9 ` xc• sL-w,rsx wi,. v y^F .,.r�k _ ...1.4077. .' flDn-.119k w 4 00'Rif % e r 'l si''err .-.4 .'� 1 � j L �'� ,st V ..�i M i '4gi iY.;.,avMr .'R Ai.")s t'ft .mp y_�' i4q - _ _ .. r r :r' ��C/nft `"s k .�r'�,� fit. ` tom' 'tt w a. 1-p4k/ft i.••vr� v. o .,l'i 003k/ft �.-v t ,. 4 .� . .'3 - , a s r . P 9 • i eg x , „ + N2d'(�Sk/ft -.066k .oA4 w .` . ft A Ix "i{5 /ft r r S* 03' a g04:k c t• tr �r . r , r. ,`� r,-1�048k ik,00 k/ft b t�ni . ;. 1�h,E �. ytt . a' J,r1. s.,..'12.. N13k/ft -032'. n r"'� rf i; t.3 r �r. R �` "' wi, ` tg Wft N.1 t '3' ' f, kln -tip,'� . ar' /n=003k/ft r 4;3 5 �00 ..c c Wft Pir..43• 1' 09 Dt r 55dn rs 1,etagl UiA P fi4 F,�r i3 7.003 '3.003Wft -.0 `� 013 N325 . 'II rr ry r, ft PL.k/tt 16k Nk1[ 5Wft i:t6 .� s rift '.Wft" -074 s r r. Wft lj 038' N271 '.' 1 -066k y .,,.003k/n a,,...003k/ft ' Wft v 003k/ft N2C165k/ft '1o5k/ft 003k/ft IskYd5k/ft Loads'LC 8,1.2D+1.0W(60) POD SK- 19 874135 Feb 18, 2022 at 4:54 AM (PL22)874135-Updated Model(A... -.095,�186B 4214 193A 1t�k� -.06 1-05k -117k -.09501199 -.06 N185 329 27aKiS �ft 4. �333A �'-'606,10 _.06 1 i 1,.1A76k -.117k 8 wm' . 8.a. 19449k ''�;� Z/J "l,i i'°" ul . i yAik �t +x r. �.< ° 9'' 5k y 'FL ♦ e cA,kY' _ � i 7 'd :�^ ,,,,04 srgt 'i Y ^ -117k • ft C al d l l ti-' t tit ro YL rr yl! s V s 4 1 • i .. I 31k, to 44 ilif .NA.117k .• .- n .,,o,.,,,,4:14„:46,z,,4114040.1V,...ti.?itilt.,7):14;s40,7407 1`L1ft 031 q- I� .Ik a r ' y�lls�a�• •1.r„tA m^. rn� g 1 ND'Gk/ft z.,..4:::::....,,t,'.„A :5.:4:1'2.. -0 - N. ti�1.13 N325 N. �3 s', e.� 5 N 7k/ff 156k ' 065k 11g6k/ft -.074 1,-. i i r l.t, �ft N271 '-056k E. K'lid6k/ft06k/ft Mg6k/ft1d6k/ft Loads'LC 11,1.2D+1.OW(90) POD SK-20 874135 , 4 AM (PL22)Feb 874135182022-Updatated:55 Model(A... r Ioxm N186B N214 N193A N199 2 '!• 29 N185 - r n-°'s il►i4 i N120 116 - ?'F::K7 mer24A N333A i'I:nr.,6 ?1:,lc N339 •N1t4':g8 0 �� if ' O 2 t,,.. 320! OQ n 327 257 194 00'' l..� ng ,e.-•���((( '�.�Iw .w`r!p 0 • �n �O N197 .�ii Y���7113 �/Iy1P �y ���wAr rcF.g1 26 r� +► ' �G-4 ,j zB hool lt..., e» t� y 17-06 ic kb 1,1,.. .I�lm: 5 PIP' — "/' . W. �� '� 3A®3 y / �.- �K.ylCy� N_ ; + . f . 4T` 1 06A 3 i41% p't. • � 'Er tit ."-1 ASVs- u,IN 149 "� l 18 M � n e F, :�< G4,. � "ie 2,612 n.:"Fas9 . N192A 1•$ Il 9 r� ?A ,•<" 'C N221A n1ZT�ta( ZU �, 'C 4'r5 nri3 325 'N eJ•A N3 6 N296 N193 N;-;4 f^t,, N271 N343 N212 N195 N288 Member Code Checks Displayed(Enveloped) Results for LC 1,1.4D POD SK-23 874135 Feb 18, 2022 at 4:57 AM (PL22)874135-Updated Model(A.. N186B N214 N193A N199 N185 y -;y 329 IOW" ice''0-' N120 u. r',;;:.7 10 �= N333A � •nr•}6 ?N,rc N33• „N124"1: 8 ^ � �• ' y �32� ,o .,.h ', i i . 327 ., ro i N197 `r=5�'1�\17".� -s�•�ya� ,•tee 98 YY . '�1' ralrl; b ` 11{ 1 , e c „VIV w 0 kip n % l , ' " a 4• . ��'y `3403 �•�� y p ��; ' r �o4 r 'A N :7'2 �q% f "t.,,, o o , ''a 1. ,, k li• 86A N• 44....... k- ,..!:ii.;:::;, i, , . ,, f.,.-N1)(1)El 06A 4% , y mo 1 •C 1-4 t , :3 aT- "�•B N213 1Y % l�—1 1 r. ift ‘i'' d' N.. •mit, Vr N191A • �;;¢i 1:::- / P a. h I T N184A •C, �kF�� 1�jrP•c.,r \� ��:,:�1� Q, ' N352 _?4 F' .mac 'e�,ff-�'' �5 A R N221A 1� odr3 P 325 N" •• Y; A N3.6 N296 N193 " 4 1%* N271 N343 N212 N195 N288 Member Shear Checks Displayed(Enveloped) Results for LC 1, 1.4D POD SK- 22 874135 Feb 18, 2022 at 4:56 AM (PL22)874135-Updated Model(A.. 2/17/22 14,5 ft Platform with Support Rails Mount Analysis CCI BU Number. 874135 Project Number:21-121325, Application 569677 Rev 4 Page 8 APPENDIX B Software Input Calculations O , \ Poo lob Y 37413325 L She Numberns13s Site Name Wert Portland POWER Of DESIGN General Site Information Mount Type SF? Risk Category II I lselsmicI 1 Use CFO yes VlWindSpeedl 97 Rice) 1 Sins 1.004 Zs 354.16 Sm1 0.754 width(ft) height(R) ti 1.5 55 0872 5ds 0.669 Front Outer Dimensions 14,5 2.25 VI 30 S1 03% 5d1 0503 Kat 1 Soil Site Class 0 Seismic Design Category 000415 e C Fa 1.151 0 to 900 Fv 1994 Seismic Analysis Required 9.5 R 2 PIA-222-H I6.7 gmin 0.95 Tower Type Monopole As I TIA)122-1 16.7 Gn I Tower Height 94 Cs,Min 0.03 TIA-212-H 2.].].1.1 Ke 0.99 C5 0.334615457 TIA-222-H2].]]1 Ko 0.95 D.9 Appurtenance Information model Shielded %Shielded Centerline Centerline nNIP Sparing(n) Azimuth Sector Quantity MP4 NNH4650R6-11G 99 72 NB/C 1 NNNNfi5Gg4 CCIV3 94 72 Ne/C 1 AEOIt lm 24 ANC 1 AE011 97 24 Ne/C 1 925 0.R1.14N30-0R 97 NB/C 1 0664RRN4155-4R 99 NB/C 1 HRHes25-WC51R 99 NB/C 1 AHCA_CCIV3 97 NB/C 1 AHLBBA_CCIV2 99 NB/C 1 O 064860186F 97 NB/C 1 O C9-4860-24-8C-EV C002 99 A 1 Mount Information Elevation(RI 96.S GratingThrAn¢Ss(Inl 1 g, 1.26 Uniting lce Weight(UIt'I 0.019 Kii 1.11 1.6] Length IN) Width(in( Centerline Mount Pipes 10 1.375 965 Rand Members Frame Mal Member Length(x) Width On) Member Members MOUNTHORI 2.83 0.875 yes 3 MOUNT DIAGONAL 4.75 125 NA 3 ROD 15 0.75 No 3 MP 4.6 2 No 3 Camp 1 0.625 No 12 EK50 2.5 2.375 No 12 FACE EM 14.5 3.5 yes 4 SR 4.6 2 No 3 Mat Membert Frame Mal Member Lents DM Wrath lint Shape A B C D Member Members FACE ON 14.5 3.5 Angle 3.5 0.375 Yes RACE OFF 14.5 3.5 Angle 35 0.375 NA SO 6.625 35 Angle 3.5 0.375 No O WG 2.75 Angle 2 0.188 yes 1 SO RERT 2.375 Angle 2 0,188 No 5001A6 3583 Angle 2 0.188 No (CNN ANGLE O4IE67 Angle 6 0375 NB SO ANGLE 4.9315 Angle 3 12S No PLAIT 1.8 Channel 2 05 NO Kicker 7 2.5 D.Angle 1.5 0.1875 0.1875 NO Lr b Version 3.54 sew C0000"s"s _ sa"srvs"s _"se"sae"sae8 000000eead ,ddddaeec , c;t000aaa E OS a egoos00000 aoos "s"aso sxorvo;mry "k neT ga Ed d o0 3axs dddd"s"sa"soa W 8gp0ssssaasas oco 000o oo 666CG eg a c� L - : aMdso ^o"a"ss"$dsrvssg§ 88888888 V$$$$$$$$$ ddooddd0000 0000e000000 0 a drvr. m 2r H s" a eaama' r mraads"aaaaa apr�.,e rvg_ a6 da 000dao dada .s g ..m y m..rn °' 5 d 0000000000 _ rvrvrvrvrvr;r� FFFrrFNrvry ry £ry e s , 3 22 rvrvrv__rvddry m....rv.rvrvry m � au `s `s 3 3 22221222222 _2222222222- Mph>q� :aqa iN,112222212 8888888$ 00000' gva £2rrvrvrvrvrvrvmr.. .. d 000doo Y s Lt 00000so orsla"soda 00000ddoddo 8o22822 ma WFIaaa ., osoddd as§§aaaa§§a fo dd v 3 V 3 ^� Ph ., M F'E e2%328242AM $$$$$$ ;818 mnrva M Mr^.MMr�MMMM ry ry 2 rm o o ddddddddddd M L : 8 3 d,': .' ;aw�ti 22284 221622 P88828§8 aW 888,888$$8 uo888o000888 5 5 3 d 242222222222242,222422222 2422,1212 <.S, THeT8eeee8 ` • nwh n� mS i a . x gmo w ` 6$6 i rvrvrvrvrvrvrvrvry rvrvrvrvrvrvrvry �-_ a a � c E 8 6'2 3 S S s ' 8 z-i!2,,39 ,. g --,,, .. ; ` „. ,$T � l J ` a, e 8 g 4 Soo .d ` a EziIma ' 8 fziq'"mms z8 s`ii is r s _ < fiz m zaa" > ASCE3 ASCE 7 Hazards Report AM[F CAN SCCIEIY OF CIVIL ENGINEERS Address: Standard: ASCE/SEI 7-16 Elevation: 354.16 ft(NAVD 88) No Address at This Risk Category: II Latitude: 45.4415 Location Soil Class: D- Default (see Longitude: -122.743972 Section 11.4.3) n ',I, tie •ei /A•wa wntura Cyr A is ' tiI SY < ' 'I e K ; ..A F I,II Ind Val aRr•.` I. ,1 r y 5 •Vr. tt�t J. h' Far Southwest - LL.=. ...I Qs. , ,. F t• I ;nlii f• i.waW .-.i 1 m �R •�+6LA•�illMx:+ .F.,,,two, Stz , E°,A is r '9:;•{1 k ik t a H Wt.1PM&rFE rALcEY maw cl $w Hn.R Plar .v... q o- Wind Results: Wind Speed 7 9 Vmph P P 10-year MRI 66 Vmph 25-year MRI 73 Vmph 50-year MRI 77 Vmph 100-year MRI 82 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Tue Jan 04 2022 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. https//asce7hazardtool.online/ Page 1 of 3 Tue Jan 04 2022 ASCE® AMERICAN SOCIETY OF CML ENGINEERS Ice Results: Ice Thickness: 1.50 in. Concurrent Temperature: 25 F Gust Speed 30 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Tue Jan 04 2022 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct, indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 3 of 3 Tue Jan 04 2022 Company : POD Feb 18,2022 IIIRISA JoblNumber 5:18 AM Checked By: 'C,'C1,COMPA„v Model Name : 874135 Hot Rolled Steel Design Parameters Label_ Shape Length[ft] Lbvy[ft] Lbzzlft] Lcomp toolft Lcomp bot[ft] L-torq... Kyy Kzz Cb Function 1 BOTTOM F... L3.5X3.5X6 14.5 Lbvv Lateral 2 BOTTOM F... L3.5X3.5X6 14.501 Lbyy ,•Lateral 3 BOTTOM F... L3.5X3.5X6 14.5 Lbvv Lateral 4 BOTTOM S.. L3.5X3.5X6 7.625 , Lbyy Lateral 5 BOTTOM S.. L3.5X3.5X6 7.624 Lbvv Lateral 6 BOTTOM S.. L3.5X3.5X6 7.625 Lbyy Lateral 7 BRACE2 SR 3/4 2.666 Lbvv .7 .7 Lateral 8 BRACE7 SR 3/4 2.666 Lbvy .7 .7 Lateral 9 BRACE12 SR 3/4 2.666 Lbvv .7 .7 Lateral 10 Bracel SR 3/4 1.286 % Lbyy .7 .7 Lateral 11 Brace3 SR 3/4 1.286 Lbvv .7 .7 'Lateral 12 Brace4 SR 3/4 2.739 Lbyy .7 .7 Lateral 13 Braces SR 3/4 1.286 ' Lbvv .7 .7 Lateral 14 Brace6 SR 3/4 1.286 I Lbyy .7 .7 Lateral 15 Brace8 SR 3/4 1.286 Lbvv ' .7 .7 Lateral 16 BRACE9 SR 3/4 2.739 Lbyy , .7 .7 Lateral 17 Bracel0 SR 3/4 1.286 I Lbvv .7 .7 Lateral 18 Bracel l SR 3/4 1.286 Lbyy , .7 .7 Lateral 19 Brace13 SR 3/4 1.286 Lbvv .7 .7 Lateral 20 Brace14 SR 3/4 2.739 Lbyy i .7 .7 Lateral 21 Brace15 SR 3/4 1.286 Lbvv .7 .7 Lateral 22 CONN ANG.. L6X6X6 .417 Lbyy Lateral 23 CONN ANG.. L6X6X6 .417 Lbvv Lateral 24 CONN ANG... L6X6X6 .417 Lbvy Lateral 25 CONN ANG... L6X6X6 .417 Lbvv Lateral 26 CONN ANG.. L6X6X6 .417 Lbyy Lateral 27 CONN ANG..t L6X6X6 .417 Lbvv Lateral 28 DIAGONAL1I L2x2x3 2.615 Lbyy Lateral 29 DIAGONAL2 L2x2x3 2.574 Lbvv Lateral 30 DIAGONAL* L2x2x3 2.615 Lbyy Lateral 31 DIAGONAL4: L2x2x3 2.574 Lbvv Lateral 32 DIAGONAL5 L2x2x3 i 2.574 Lbvy Lateral 33 DIAGONAL6 L2x2x3 2.615 Lbvv Lateral 34 DIAGONAL? L2x2x3 2.615 Lbyy I Lateral 35 DIAGONALS L2x2x3 ' 2.574 Lbvv Lateral 36 DIAGONALS L2x2x3 2.574 Lbvy Lateral 37 DIAGONAL... L2x2x3 2.615 Lbvv Lateral 38 DIAGONAL... L2x2x3 2.574 Lbyy Lateral 39 DIAGONAL... L2x2x3 2.615 Lbvv Lateral 40 DIAGONAL... L2x2x3 2.615 Lbvy Lateral 41 DIAGONAL... L2x2x3 2.574 Lbvv Lateral 42 DIAGONAL... L2x2x3 2.574 , Lbyy Lateral 43 DIAGONAL... L2x2x3 2.615 Lbvv Lateral 44 DIAGONAL... L2x2x3 2.574 Lbyy Lateral 45 DIAGONAL... L2x2x3 2.615 Lbvv Lateral 46 EXSO2 PIPE 2.0 1.086 Lbvy Lateral 47 EXSO3 PIPE 2.0 2.178 Lbvv Lateral 48 EXSO5 PIPE_2.0 1.086 Lbyy Lateral 49 EXSO6 PIPE 2.0 2.178 Lbvv Lateral 50 EXSO7 PIPE 2.0 1.046 Lbyy Lateral 51 EXSO9 PIPE 2.0 .523 Lbw,/ Lateral 52 EXSO10 PIPE 2.0 1.046 Lbyy i Lateral 53 EXSO12 PIPE 2.0 .523 Lbvv Lateral 54 FACEIA EXT PIPE 3.0 14.5 Lbyy Lateral 55 FACEIB EXT PIPE 3.0 14.5 Lbyy I Lateral 56 FACE3A EXT PIPE 3.0 14.5 Lbyy Lateral RISA-3D Version 17.0.4 [T:\...\...1...\...\(PL22) 874135 - Updated Model (Additionsl MDDs) -JEM.R3D] Page 1 Company : POD Feb 18,2022 �III R'S Desig JobNnerumber 5:18 AM Checked By: P.NFMF-FCHEK a PANv Model Name : 874135 Hot Rolled Steel Design Parameters (Continued) Label Shape Length[ft] Lbyy[ft] Lbzz[ft] Lcomp top[ft]Lcomp botlft]L-tora... Kyy Kzz Cb Function 57 FACE3B EXT PIPE 3.0 14.5 Lbvv Lateral 58 MP ALPHA1 PIPE 2.0 10 Lbvy 1 Lateral 59 MP ALPHA... PIPE 2.0 ' 10 Lbvv Lateral 60 MP ALPHA2 PIPE 2.0 10 Lbyy Lateral 61 MPALPHA4 PIPE 2.0 10 LbVV Lateral 62 MP BETA1 PIPE 2.0 10 Lbyy Lateral 63 MP BETA2 PIPE 2.0 10 Lbvv Lateral 64 MP BETA4 PIPE_2.0 10 Lbvy Lateral 65 MP BETAS PIPE 2.0 10 Lbvv Lateral 66 MP GAMMAI PIPE 2.0 10 Lbvy Lateral 67 MP GAMMA2 PIPE 2.0 10 Lbvv I Lateral _68 MP GAMM... PIPE 2.0 10 Lbyy Lateral 69 MP GAMMA4 PIPE 2.0 10 Lbvv Lateral 70 MP GAMM... PIPE 2.0 10 , Lbyy Lateral 71 MP1 PIPE 2.0 3 Lbvv Lateral 72 MP2 PIPE 2.0 3 Lbyy Lateral 73 MP3 PIPE 2.0 3 Lbvv Lateral 74 SO ANGLEI L3X3X4 4.718 Lbyy j Lateral 75 SO ANGLE2 L3X3X4 4.718 Lbvv Lateral 76 SO ANGLES L3X3X4 4.718 i Lbyy Lateral 77 SO ANGLE4 L3X3X4 4.718 _ Lbvy Lateral 78 SO ANGLES L3X3X4 4.718 1-1-- 1 Lbyy Lateral 79 SO ANGLE6 L3X3X4 4.718 1 Lbyy Lateral 80 SO DIAGO... L2x2x3 3.8 Lbyy Lateral 81 SO DIAGO... L2x2x3 3.618 Lbyy Lateral 82 SO DIAGO... L2x2x3 3.618 Lbyy Lateral Lbvy Lateral SO DIAGO... L2x2x3 3.8 83 84 'SO DIAGO... L2x2x3 3.618 Lbyy Lateral 85 SO DIGAO... L2x2x3 3.817 Lbvv Lateral 86 ',SO VERTIC..I L2x2x3 2.25 Lbyy Lateral 87 SO VERTIC... L2x2x3 2.25 LbVV Lateral 88 SO VERTIC.. L2x2x3 2.25 Lbvy 1 Lateral 89 SO VERTIC... L2x2x3 ' 2.25 LbVV Lateral 90 SO VERTIC.. L2x2x3 , 2.25 Lbyy Lateral 91 SO VERTIC.. L2x2x3 2.25 Lbvv Lateral 92 SO VERTIC... L2x2x3 2.25 Lbvy . Lateral 93 SO VERTIC... L2x2x3 2.25 Lbvv Lateral 94 SO VERTIC.. L2x2x3 2.25 Lbyy Lateral 95 SR1 SR 2.0 5.003 2.335 2.335 Lbvv Lateral 96 SR2 SR 2.0 5.003 2.335 2.335 Lbyy Lateral 97 SR3 SR 2.0 5.003 2.335 2.335 Lbvy Lateral 98 TOP FACE1 L3.5X3.5X6 14.5 Lbyy Lateral 99 TOP FACE2 L3.5X3.5X6 14.501 Lbvv Lateral 100 TOP FACE3 L3.5X3.5X6 14.5 Lbyy Lateral 101 TOP STAN... L3.5X3.5X6 7.625 Lbvv Lateral 102 TOP STAN... L3.5X3.5X6 7.624 Lbyy Lateral 103 .TOP STAN... L3.5X3.5X6 7.625 Lbvv Lateral 104 Kicker 1 LL2.5x2.5x3... 6.884 Lbyy Lateral 105 Kicker 2 LL2.5x2.5x3... 6..88.4 LbVV Lateral 106, Kicker3 LL2.5x2.5x3... 6.884 Lbyy Lateral 107 Plate! 12x0.5 3.352 Lbvv Lateral 108 PLate2 12x0.5 3.352 Lbvy I Lateral 109 PLate3 12x0.5 3.352 Lbyy Lateral RISA-3D Version 17.0.4 [T:\...1...1...1...1(PL22) 874135 - Updated Model (Additions! MDDs)- JEM.R3D] Page 2 Company : 2 IIIRISA Design ber POD Feb ked2By: ANEME'GCHFK nCJW ANY Model Name : 874135 Member Primary Data Label I Joint J Joint K Joint Rotate(d...Section/Sha... Type Design List Material Design Ru... 1 ' 1 N78 1 N79 360 RIGID None None RIGID Tvpica 2 3 N82 N83 360 RIGID None None RIGID Typica 3 4 N136A N137 360 RIGID None None RIGID Tvpica 4 6 N140AIN141A 360 RIGID I None None RIGID Typica 5 11 N145 N165A 360 RIGID None None RIGID Tvpica 6 12 N179 I N166B 360 RIGID None None RIGID Typica 7 19 N189B_N190 360 RIGID . None None RIGID Tvpica 8 20 N191 N192 360 RIGID None None RIGID Typica 9 21 N198B N199B 180 RIGID None None RIGID Typica 10 23 N202 N203 180 RIGID None None RIGID Typica _11 24 N205 N206 180 RIGID None None _ RIGID Typica 12 26 N209 N210 180 RIGID None None RIGID Typica 13 27 N217 N218 180 RIGID None None RIGID Typica 14 28 N219A N220A 180 RIGID None None RIGID Typica 15 29 N169A N170A 360 RIGID None None RIGID Tvpica 16 31 N173 N174 360 RIGID None None RIGID Typica 17 32 N176 N177 360 RIGID None None RIGID Typica 18 34 N180A N181A 360 RIGID None None RIGID Typica 19 35 N188 N189C 360 RIGID None None RIGID Typica 20 36 N190A N191B 360 RIGID None None RIGID Typica 21 51 N375 N378 180 RIGID None None RIGID Typica 22 53 N373 N376 180 RIGID None None RIGID Typica 23 54 N369 N372 180 RIGID None None RIGID Tvpica 24 56 N367 N370 180 RIGID None None RIGID Typica 25 57 N363 N366 180 RIGID None None RIGID Tvpica 26 . 59 N361 N364 180 RIGID None None RIGID 1 Typica 27 60 N356 N359 180 RIGID None None RIGID Tvpica 28 62 N354 N357 180 RIGID None None RIGID Typica 29 63 N330 N331 180 RIGID None None RIGID Tvpica 30 65 I N334 N335 180 RIGID None None RIGID Typica 31 66 N336 N337 180 RIGID None None RIGID Tvpica 32 68 N340 N341 180 RIGID None None RIGID Typica 33 69 N348 N349 180 RIGID None None RIGID Tvpica 34 73 N317 N320 360 RIGID None None RIGID Tvpica 35 74 N319 N322 360 RIGID None None RIGID Tvpica 36 76 N311A N314 . 360 RIGID None None RIGID Typica 37 77 N313 N316 360 RIGID None None RIGID Typica 38 79 N306 N309 360 RIGID None None RIGID Typica 39 80 N308 N311 360 RIGID None ' None RIGID Typica 40 82 N298__ N302 360 RIGID None None RIGID Typica 41 83 N301 N304 360 RIGID None None RIGID Typica 42 85 N274 N275 360 RIGID None None RIGID Typica 43 87 N278 N279 360 RIGID None None RIGID Tvpica 44 88 N280 N281 360 RIGID None None RIGID Typica 45 90 N284 N285 360 RIGID None None RIGID Typica 46 91 N355A N293 RIGID None None RIGID Typica 47 92 N354B N295 RIGID None None RIGID Typica 48 93 N394 N396 180 RIGID None None RIGID Typica 49 94 N395 N397 180 RIGID I None None RIGID Typica 50 95 N388 N390 180 RIGID None None RIGID Typica 51 96 N389 N391 180 RIGID None None RIGID Typica 52 100 N351A N382 1 RIGID None None RIGID Typica 53 101 N352A N383 RIGID None None RIGID Typica 54 102 N323A N328A 360 RIGID None None RIGID Typica 55 103 N32 1 N327A 360 RIGID None None RIGID Tvpica 56 BOTTOM F... N1 N77 180 I L3.5X3.5X6 Beam Single Angle A36 Gr.36 Typica RISA-3D Version 17.0.4 [T:\...1...\...\...\(PL22)874135- Updated Model (Additions) MDDs)-JEM.R3D] Page 3 Company : POD Feb 18,2022 'I RISA Designer 5:18 AM Job Number Checked By: as+E SCHE.ccn.+ kmv Model Name : 874135 Member Primary Data (Continued) Label _I Joint J Joint K Joint Rotateld...Section/Sha... Type Design List Material Design Ru... 57 BOTTOM F... N4 7 N5 180 L3.5X3.5X6 ! Beam': Single Angle A36 Gr.36 Typica 58 BOTTOM F... N2 N3 L3.5X3.5X6 Beam Single Angle A36 Gr.36 Typica 59 BOTTOM s... N148 N308A 180 L3.5X3.5X6 Beam Single Angle A36 Gr.36 Tvpica 60 BOTTOM s... N147 N321 90 L3.5X3.5x6 Beam Single Angle . A36 Gr.36 Typica 61 BOTTOM S... N150 N145 270 L3.5x3.5X6 Beam Single Angle A36 Gr.36 Tvpica 62 BRACE2 N322C N171 B SR 3/4 i Beam BAR A36 Gr.36 Typica 63 BRACE7 N324A N331A SR 3/4 Beam BAR A36 Gr.36 Typica 64 BRACE12 N323B N318 SR 3/4 Beam BAR A36 Gr.36 Typica 65 Brace) N318 N171B SR 3/4 Beam BAR A36 Gr.36 Typica 66 Brace3 N322C N324A SR 314 Beam BAR A36 Gr.36 Typica 67 Brace4 N174B N322C SR 3/4 Beam BAR A36 Gr.36 Tvpica 68 Brace5 N319A N174B SR 3/4 Beam BAR A36 Gr.36 Typica 69 Brace6 N171B N331A SR 3/4 Beam _ BAR A36 Gr.36 Tvpica 70 Brace8 N324A N323B SR 3/4 Beam BAR A36 Gr.36 Typica 71 BRACE9 N332 N324A SR 3/4 Beam BAR A36 Gr.36 Tvpica 72 Bracel0 N174B N332 SR 3/4 Beam BAR A36 Gr.36 Typica 73 Bracel) N331A N318 _SR 3/4 Beam BAR A36 Gr.36 Tvpica 74 Brace13 N323B N322C SR 3/4 Beam BAR A36 Gr.36 Typica 75 Brace14 N319A N323B SR 3/4 Beam BAR A36 Gr.36 Tvpica 76 Brace15 N332 N319A SR 3/4 Beam BAR A36 Gr.36 Tvpica 77 CONN ANG.. N1 N5 ._ 360 L6X6X6 Beam Single Angle A36 Gr.36 Tvpica 78 CONN ANG.. N77 N2 270 L6X6X6 Beam Single Angle A36 Gr.36 Typica 79 CONN ANG.. N3 N4 360 L6X6X6 Beam Single Angle A36 Gr.36 Tvpica 80 CONN ANG.. N93 N97 I 90 L6X6X6 Beam Single Angle A36 Gr.36 Typica 81 CONN ANG.. N135 N94A 360 L6X6X6 Beam Single Angle A36 Gr.36 Typica 82 CONN ANG.. N95 N96A I 360 L6X6X6 Beam Single Angle A36 Gr.36 Typica 83 DIAGONALI N131 N71 180 L2x2x3 Beam Single Angle A36 Gr.36 Typica 84 DIAGONAL2 N75 N133 180 L2x2x3 Beam Single Angle A36 Gr.36 Typica 85 DIAGONAL3 N127 N63 180 L2x2x3 Beam Single Angle A36 Gr.36 Tvpica 86 DIAGONAL4' N67 N129 180 L2x2x3 Beam Single Angle A36 Gr.36 Typica 87 DIAGONAL5 N125 N59 180 L2x2x3 Beam Single Angle A36 Gr.36 Typica 88 DIAGONALS N55 N123 180 , L2x2x3 Beam Single Angle ! A36 Gr.36 Typica 89 DIAGONAL7 N142A N86 55 L2x2x3 Beam Single Angle A36 Gr.36 Tvpica 90 DIAGONAL8, N90 N144A 315 L2x2x3 Beam Single Angle A36 Gr.36 Typica 91 DIAGONAL9, N148A N98 55 L2x2x3 Beam Single Angle A36 Gr.36 Tvpica 92 DIAGONAL... N94 N146A 315 L2x2x3 Beam Single Angle A36 Gr.36 Typica 93 DIAGONAL... N152 N106 55 L2x2x3 Beam Single Angle A36 Gr.36 Typica 94 DIAGONAL... N102 N150A 315 L2x2x3 Beam Single Angle A36 Gr.36 Typica 95 DIAGONAL... N160 N116 I 305 L2x2x3 Beam Single Angle A36 Gr.36 Typica 96 DIAGONAL... N120 N162 55 L2x2x3 Beam Single Angle A36 Gr.36 Typica 97 DIAGONAL... N166 N128 305 L2x2x3 Beam I Single Angle A36 Gr.36 Typica 98 ;DIAGONAL... N124 N164 55 L2x2x3 Beam Single Angle A36 Gr.36 Typica 99 DIAGONAL... N170 N136 305 L2x2x3 Beam Single Angle A36 Gr.36 Tvpica 100 DIAGONAL... N132 N168 55 L2x2x3 Beam Single Angle A36 Gr.36 Typica 101 EXSO2 N311 N304 360 PIPE 2.0 Beam Pipe A53 Gr.B Typica 102 EXSO3 N309 N302 I 360 PIPE 2.0 Beam Pipe A53 Gr.B Typica 103 EXSO5 N322 N316 360 PIPE 2.0 Beam Pipe A53 Gr.B Typica 104 EXSO6 N320 N314 360 PIPE 2.0 I Beam Pipe A53 Gr.B Typica 105 EXSO7 N364 N357 PIPE 2.0 Beam Pipe A53 Gr.B Typica 106 EXSO9 N366 N359 PIPE 2.0 Beam Pipe A53 Gr.B Typica 107 EXSO10 N376 N370 PIPE 2.0 Beam Pipe A53 Gr.B Typica 108EXSO12 N378 N372 PIPE 2.0 Beam Pipe A53 Gr.B Typica _109 IFACEiA EXT N270 N271 360 PIPE 3.0 Beam Pipe A53 Gr.B Tvpica 110 FACE1B EXT N272 N273 270 PIPE 3.0 Beam Pipe A53 Gr.B Typica _111 IFACE3A EXT N326 N327 180 PIPE 3.0 Beam Pipe A53 Gr.B Tvpica 112 FACE3B EXT N328 N329 90 I PIPE 3.0 Beam Pipe A53 Gr.B Typica 113 M166 N310 N315 360 RIGID None None RIGID Typica RISA-3D Version 17.0.4 [T:\...1...\...\...1(PL22) 874135- Updated Model (Additions) MDDs)-JEM.R3D] Page 4 Company : POD Feb 18, 2022 IIIRISA Designer 5:18 AM Job Number Checked By: FN�m.77:- Model Name : 874135 Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(d...Section/Sha... Type Design List Material Design Ru... 114 M167 N308A I N314A 360 RIGID None None RIGID Typica 115 M177 N353A N351 RIGID None None RIGID Typica 116 MP ALPHA1 N288 I N289 350 PIPE_2.0 Beam Pipe A53 Gr.B Typica 117 MP ALPHA... N195 N198 PIPE 2.0 Beam Pipe A53 Gr.B Typica 18 MP ALPHA2 N296 ! N297 350 PIPE_2.0 Beam Pipe A53 Gr.B Typica 1119 MPALPHA4 N192A N199 350 PIPE 2.0 Beam Pipe A53Gr.B Typica 120 MP BETA1 N184A 1 N185 , 240 PIPE_2.0 Beam Pipe A53 Gr.B Typica 121 MP BETA2 N192C N193A 240 PIPE 2.0 ' Beam Pipe A53 Gr.B Typica 122 MP BETA4 N183B N186B 240 PIPE_2.0 Beam Pipe A53 GrB Typica 123 MP BETA5 N193 N194 PIPE 2.0 Beam Pipe A53 Gr.B Typica 124 MP GAMMA1 N213 N214 125 PIPE_2.0 Beam Pipe A53 Gr.B Typica 125 MP GAMMA2 N352 N353 125 PIPE 2.0 Beam Pipe A53 Gr.B Typica 126 MP GAMMA...N221A N222 120 PIPE 2.0 Beam Pipe A53 Gr.B Typica 127 MP GAMMA4 N343 N346 125 ' PIPE 2.0 i Beam Pipe A53 Gr.B Typica 128 MP GAMMA... N212 N215 120 , PIPE_2.0 Beam Pipe A53 Gr.B Typica 129 MP1 N386 N387 270 PIPE 2.0 Beam Pipe A53 Gr.B Tvpica 130 MP2 N392 N393 150 PIPE 2.0 Beam Pipe A53 Gr.B Typica 131 MP3 N398 N399 30 PIPE 2.0 Beam Pipe A500 Gr.B RND Tvpica 132 SO ANGLEI N322D N323C 270 L3X3X4 Beam Single Angle A36 Gr.36 Typica 133 SO ANGLE2 N320B N321A 180 L3X3X4 Beam Single Angle A36 Gr.36 Tvpica 134 SO ANGLES N327C N328C 270 L3X3X4 Beam Single Angle A36 Gr.36 Typica 135 So ANGLE4 N325B N326B L3X3X4 Beam Single Angle A36 Gr.36 Tvpica 136 SO ANGLE5 N186A N181B 90 L3X3X4 Beam Single Angle A36 Gr.36 Typica 137 SO ANGLE6 N186 N187A L3X3X4 Beam Single Angle A36 Gr.36 Typica 138 So DIAGO... N117 N327B 160 L2x2x3 Beam Single Angle A36 Gr.36 Typica 139 so DIAGO... N328B N331 B L2x2x3 Beam Single Angle A36 Gr.36 Tvpica 140 So DIAGO... N334A N337A 250 , L2x2x3 Beam Single Angle A36 Gr.36 Typica 141 so DIAGO... N101 N14 90 L2x2x3 Beam Single Angle A36 Gr.36 Tvpica 142 SO DIAGO... N16 N106A 90 L2x2x3 Beam, Single Angle A36 Gr.36 Typica 143 So DIGAO... N109A N30 300 L2x2x3 Beam Single Angle A36 Gr.36 Tvpica 144 SO VERTIC.. N36 N116A 180 L2x2x3 Beam Single Angle A36 Gr.36 Typica 145 SO VERTIC.. N326A N325A 180 ' L2x2x3 Beam Single Angle A36 Gr.36 Tvpica 146 SO VERTIC.. N307 N309A 180 L2x2x3 Beam Single Angle A36 Gr.36 Typica 1 147 SO VERTIC.. N22 N107 300 L2x2x3 Beam Single Angle A36 Gr.36 Typica 148 So VERTIC.. N332A N336A 300 L2x2x3 Beam Single Angle . A36 Gr.36 Typica 149 SO VERTIC.. N320A N322B 30 L2x2x3 Beam Single Angle A36 Gr.36 Typica 150 So VERTIC.. N9 N100A 70 I L2x2x3 Beam Single Angle A36 Gr.36 Typica 151 So VERTIC.. N12 N102A 150 L2x2x3 Beam Single Angle A36 Gr.36 Typica 152 SO VERTIC.. N18 N105 150 I L2x2x3 Beam Single Angle A36 Gr.36 Typica 153 SR1 N317A N316A SR 2.0 Beam i BAR A572 Gr.50 Typica 154 SR2 N330A N329A I SR 2.0 Beam BAR A572 Gr.50 Typica 155 SR3 ' N174A N171A SR 2.0 Beam I BAR _ A572 Gr.50 Typica 156 TOP FACE1 N93 N135 90 L3.5X3.5X6 Beam Single Angle A36 Gr.36 Typica 157 TOP FACE2 N96A N97 90 L3.5X3.5X6 Beam Single Angle A36 Gr.36 Typica 158 TOP FACE3 N94A N95 270 L3.5X3.5X6 Beam Single Angle A36 Gr.36 Typica 159 TOP STAN... N182 N310 ' L3.5X3.5X6 i Beam Single Angle A36 Gr.36 Tvpica 160 TOP STAN... N181 N323A 180 L3.5X3.5X6 Beam Single Angle A36 Gr.36 Typica 161 TOP STAN... N184 N179 L3.5X3.5X6 Beam Single Angle A36 Gr.36 Typica 162 Kicker 1 N323 N322A 180 LL2.5x2.5x3.. Beam Double Angle(3/... A36 Gr.36 Typica 163 Kicker 2 N326C N325 74.907 LL2.5x2.5x3.. Beam Double Angle(3/... A36 Gr.36 Tvpica 164 Kicker3 N329C N328F 285.094 LL2.5x2.5x3.. Beam,Double Angle(3/... A36 Gr.36 Typica 165 M165 N328G N323 RIGID None None RIGID Tvpica 166, . M166A N330C N329C RIGID None None RIGID Typica 167 M167A N329D N326C RIGID None None RIGID Tvpica 168. Plate) N33313 N334D 12x0.5 Beam RECT A36 Gr.36 Typica 169 PLate2 N335B N336C 12x0.5 Beam RECT A36 Gr.36 Typica 170 PLate3 N339B N340B 12x0.5 Beam RECT A36 Gr.36 Typica RISA-3D Version 17.0.4 [T:\...1...\...1...\(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 5 Company : POD Feb 18,2022 IIIIRISA DesN Job ignerumber 5:18 AM Checked By: ANEMETSC EKcoMPANY Model Name : 874135 Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis... Inactive Seismic... 1 1 OOOXOO 1 Yes ** NA ** None 2 3 000X00 +_ __ Yes ** NA** None 3 4 000X00 Yes ** NA** None 4 6 000X00 r Yes ** NA** None 5 11 000000 Yes ** NA** None 6 12 000000 Yes **NA** None 7 19 000X00 Yes ** NA** None 8 20 i 000X00 Yes **NA** None 9 21 000X00 Yes ** NA** None 10 23 000X00 Yes ** NA** None 11 24 000X00 Yes ** NA** None 12 26 000X00 Yes **NA** None 13 27 000X00 Yes ** NA** None 14 28 000X00 Yes ** NA** None 15 29 000X00 1 Yes ** NA** None 16 31 000X00 I Yes ** NA** None 17 32 000X00 Yes ** NA** None 18 34 i 000X00 Yes ** NA** None 19 35 000X00 Yes ** NA** None 20 36 Yes ** NA** None 21 51 Yes ** NA** None 22 53 Yes **NA** None 23 54 Yes ** NA** None 24 56 Yes **NA** None 25 57 1 Yes ** NA** None 26 59 Yes **NA** _ None 27 60 Yes ** NA** None 28 62 Yes **NA** None 29 63 Yes ** NA** None 30 65 1 Yes **NA** None 31 66 Yes ** NA** None 32 68 Yes **NA** None 33 69 Yes ** NA** None 34 73 I Yes **NA** None 35 74 I Yes ** NA** None 36 76 Yes **NA** None 37 77 Yes ** NA** None 38 79 I Yes **NA** None 39 80 Yes ** NA** None 40 82 Yes **NA** None 41 83 Yes ** NA** None 42 85 I Yes ** NA** None 43 87 Yes ** NA** None 44 88 Yes **NA** None 45 90 Yes ** NA** None 46 91 Yes **NA** None 47 92 Yes ** NA** None 48 93 000X00 Yes **NA** None 49 94 000X00 Yes ** NA** None 50 95 000X00 Yes **NA** None 51 96 000X00 Yes ** NA** None 52 100 000X00 Yes ** NA** None 53 101 000X00 Yes ** NA** None 54 102 000000 Yes ** NA** None 55 103 000000 Yes ** NA ** None 56 BOTTOM F.. Yes Default, None RISA-3D Version 17.0.4 [T:\...1...\...1...1(PL22) 874135- Updated Model (Additions) MDDs) -JEM.R3D] Page 6 Company : POD Feb 18,2022 II I RISA Job N Designeumberr 5:18 AM Checked By: A.tienrie=s; EK�O',A.y Model Name : 874135 Member Advanced Data (Continued) Label I Release J Release I Offsetfin] J Offset[in] T/C Only Physical Defl Rat...Analvsis... Inactive Seismic... 57 BOTTOM F . Yes None 58 BOTTOM F.. Yes None 59 BOTTOM S.. Yes None 60 BOTTOM S.. Yes None 61 BOTTOM S.. Yes None_ 62 BRACE2 Yes None 63 BRACE7 Yes _ None 64 BRACEI2 I Yes None 65 Bracel Yes None 66 Brace3 I Yes None 67 Brace4 Yes None 68 Brace5 Yes None 69 Brace6 Yes None 70 Brace8 Yes None 71 BRACE9 Yes Default None 72 Bracel0 Yes i None 73 Bracell Yes None 74 Brace13 Yes None 75 Brace14 Yes None 76 Brace15 Yes 1 None 77 CONN AN... Yes None 78 CONN AN... Yes None . 79 CONN AN... Yes ! None 80 CONN AN:.. Yes Default None 81 CONN AN... Yes None 82 CONN AN... Yes None 83 DIAGONALI 0000XO 0000XO Yes Default None 84 DIAGONAL2 0000XO 0000XO I Yes Default None 85 DIAGONAL3 0000XO 0000XO Yes Default None 86 DIAGONAL4 0000X0 0000X0 1 Yes Default None 87 DIAGONAL50000X0':0000X0 Yes Default None 88 DIAGONAL6 0000X0 0000X0 Yes Default None 89 DIAGONAL7 0000XO 0000XO Yes Default None 90 DIAGONAL8 QOOOXOI0000X0 Yes Default None 91 DIAGONAL9 0000XO 0000XO Yes Default None 92 DIAGONAL.. 000OXOOOOOXO Yes Default None 93 DIAGONAL.. 0000X0 0000X0 I Yes Default None 94 DIAGONAL.. 0000XO0000X0 Yes Default, 1 1 None . 95 DIAGONAL.. 0000XO'0000XO Yes Default None 96 DIAGONAL.. 0000XO 0000XO Yes Default None 97 DIAGONAL.. 0000XO 0000XO Yes Default 1 None 98 DIAGONAL.. 0000XO 000OXO Yes Default i None . 99 DIAGONAL_ 0000X0 0000X0 Yes Default None 100 DIAGONAL- 0000XO.0000X0 Yes Default None 101 EXS02 Yes None 102 EXS03 Yes . None 103 EXS05 Yes None 104 EXS06 Yes None 105 EXS07 Yes None 106 EXS09 1 Yes None 107 EXS01O Yes Default None 108 EXS012 ( i Yes None 109 FACE1A E. Yes None 110 FACE1BE.- Yes None 111 FACE3A F Yes None 112 FACE3B E_ Yes None 113 M166 0000001 Yes " NA" None RISA-3D Version 17.0.4 [f:1...1...1...1...1(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 7 8 96ed [a£2i'I J r-(saall Isuo!}!ppv) iepoii Pe}ePM -9E Lt7L9(ZZId)1"'1"'1"'1' '1:1] VO'L 4 uo!SJOA GE-vS!a aUON saA Eeleld OLL auoN 1 saA Zeleld 69L OUON saA La}eld 894 auoN .. vN .. saA VL9LW 1 L91. auoN ..VN.. saA `d9941N 99L auoN ..VN .. saA 9941N 994 auoN }Inepaa saA X00000'X00000 CJe)1O!71 1794 auoN }Ine}aO saA X00000 X00000 Z aa)PPDi 1 E94 auoN }Ine}aa saA X00000]X00000 4 Je)10!>4 Z91. auoN SaA NViS dot 494 auoN SaA I "'NV1S dOl 094 aUON SaA NV1S d01 69 4 auoN saA £30b'd dO1 894 auoN I Se), Z3DVd dot L94 auoN 1}Inejea saA 1.30vddO1 994 auoN saA E2IS 994 auoN j saA Z21S 1794 auoN i}Ine4e0 saA LMS ESL auoN }Ine}aa saA X00000 X00000 Il83AOs Z94 auoN }Inepa saA 1 OX0000 OX0000 Ila3n0S 494 auoN }Ine}aa saA OX0000 OX0000 iia3A Os 091. auoN }Ine.ea saA X00000 X00000 I12:13Aos 611. auoN }Ine}.aa saA OX0000 OX0000 ' 11a3n os 819.4 auoN }Inepa saA OX0000 OX0000 I12:13Aos Lb1 auoN }Ine4ea saA X00000 X00000 lla3A Os 9174 auoN papa saA OX0000 OX0000 ' -I12:13A os 9b4 auoN }Ineiea saA OX0000 OX0000 IJ 3noS 17174 auoN }Inejea saA OX0000 OX0000 ovela Os Eb4 auoN }Ine}ea saA OX0000 OX0000 oovia os Zb1 auoN }Ine}aa saA OX0000 OX0000 oovia OS Lb4 auoN 1}Ine;aa saA OX0000 OX0000oov!0 OS 0b4 auoN papa saA OX0000 OX0000 P oovla os 6EL auoN }Inejea saA OX0000 OX0000 oovla os 8£L auoN papa saA X00000 X00000 9310NV OS L£L auoN }Ine}ea saA OX0000 OX0000 931ONV os 9£4 auoN }Ine}aa saA X00000 X00000 PTIONv os S£4 auoN }Ine}aa saA OX0000 OX0000 £31ONV Os tr£L auoN }Inaba° saA X00000 X00000 Z31ONV OS £B 4 auoN I}Ine}aa saA OX0000 OX0000 631ONV OS Z£4 auoN papa saA £dLN LEL auoN iinebea saA ZdW 0£41 auoN papa saA LdLN 63L auoN saA 'wWVO dW 8Z4 auoN saA - WWVOdW LZ4 auoN Sal "WAND dIAI 9Z4 auoN sal wwvo dW SZL auoN saA WWVodW tiZ4 auoN saA Sb'138 dW £Z4 auoN saA i7V138 dW ZZL aUON saA ZV138 dW 4Z4 auoN saA IV138 dW 0Z4 auoN SaA WHd1V dW 6 4 4 auoN saA ZVHd1V dW 84 4 auoN saA VHd1V al L L 4 auoN }Inebao saA LVHd-IV al 9 4 4 auoN ..tfN .. saA LL 4W 91,L auoN ..dN .. saA 000000 19 4 W 17 4 4 o!wsla9 ani0eul ...sisnleuy lea Pa Ieo!sngd nlu0 Dal Lu!lles110 f L14499g0 I eseeleH f eseeie ! Iagel (panuquo3) a ep paouenpy.iagwaij seLtLB : aweN lePoW >= awa e :Ag pepeuo : JegwnN qof Weill III INV SI-9 JeAsea ZZOZ '86 gad JOd : Auedwoo Company : Feb 18, I I I ISA JDe ignmber POD 5:18 Ch A tl2B�2 Model Name : 874135 Hot Rolled Steel Properties Label E[ksi] G[ksi] Nu Therm(/1E..Density[k/ft... Yieldfksi] Ry Fujksil Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 I .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Member Point Loads (BLC 1 : Live Load) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 BOTTOM FACE1 Z -.5 0 Member Point Loads (BLC 2 : Wind Load(0)) Member Label Direction Magnitude[k,k-ft] Locationfft,%] 1 MP ALPHA4 Y -.185 9 ' 2 MP ALPHA4 Y -.185 3 3 MP BETA4 _ Y -.099 9 4 MP BETA4 Y -.099 3 5 MP GAMMA4 Y -.099 9 6 MP GAMMA4 Y -.099 3 7 MP ALPHA1 Y -.138 9 8 MP ALPHA1 Y -.138 3 9 MP BETA1 Y -.076 9 10 MP BETA1 Y -.076 3 11 MP GAMMA1 Y -.076 9 12 MP GAMMA1 Y -.076 3 13 MP ALPHA2 Y -.056 9 14 MP ALPHA2 Y -.056 7 15 MP BETA2 Y -.037 9 16 MP BETA2 Y -.037 7 17 MP GAMMA2 Y -.037 9 18 I MP GAMMA2 Y -.037 7 19 MP ALPHA2 I Y -.056 5 20 i MP ALPHA2 Y -.056 3 21 MP BETA2 Y -.037 5 22 MP BETA2 I Y -.037 3 23 MP GAMMA2 Y -.037 5 24 MP GAMMA2 i Y -.037 3 25 MP ALPHA4 Y -.054 4 26 MP BETA4 Y -.038 4 27 MP GAMMA4 1 Y -.038 4 28 MP ALPHA4 Y -.065 6 29 MP BETA4 Y -.047 6 30 MP GAMMA4 Y -.047 6 31 MP ALPHA1 Y -.081 6 32 MP BETA1 Y -.066 6 33 MP GAMMA1 Y -.066 6 34 MP ALPHAI Y -.039 4 35 MP BETA1 Y -.026 4 36 MP GAMMA1 Y -.026 4 37 MP ALPHA4 Y -.078 6 38 MP BETA4 Y ! -.039 6 39 MP GAMMA4 Y -.039 6 ! 40 MP BETA5 Y I -.074 6 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 9 Fe I ,IRISA Desgner : POD 5:1 18,2022 Job Number :18 AM Checked By: ;.,, Model Name : 874135 Member Point Loads (BLC 2 : Wind Load(0)) (Continued) Member Label Direction Magnitudefk,k-ft] Location[ft,%] 41 MP ALPHA2 Y -.07 6 Member Point Loads (BLC 3 : Dead Load) Member Label Direction Ma nitudefk,k-ftl Location[ft,N 1 MP ALPHA4 Z -.079 9 2 MP ALPHA4 Z -.079 3 3 MP BETA4 Z _ -.079 9 4 MP BETA4 Z -.079 3 5 MP GAMMA4 Z -.079 9 6 MP GAMMA4 Z -.079 3 7 MP ALPHAI Z -.062 9 8 MP ALPHA1 Z -.062 3 9 MP BETA1 Z I -.062 9 10 MP BETA1 Z -.062 3 11 MP GAMMA1 Z -.062 9 12 MP GAMMA1 Z -.062 3 13 MP ALPHA2 Z -.05 9 14 MP ALPHA2 Z -.05 7 15 MP BETA2 Z -.05 9 16 MP BETA2 Z -.05 7 17 MP GAMMA2 Z -.05 9 18 MP GAMMA2 Z -.05 7 19 MP ALPHA2 Z -.05 5 20 MP ALPHA2 Z -.05 3 21 MP BETA2 Z -.05 5 22 MP BETA2 Z -.05 3 23 MP GAMMA2 Z -.05 5 24 1 MP GAMMA2 Z -.05 3 25 MP ALPHA4 Z -.053 4 26 MP BETA4 Z -.053 4 27 MP GAMMA4 Z -.053 4 I 28 MP ALPHA4 Z -.057 6 29 MP BETA4 Z -.057 6 30 MP GAMMA4 Z -.057 6 31 MP ALPHA1 Z -.07 6 32 I MP BETA1 Z -.07 6 33 I MP GAMMA1 Z -.07 6 34 MP ALPHA1 Z -.037 4 35 MP BETA1 Z -.037 4 36 MP GAMMA1 Z -.037 4 37 MP ALPHA4 Z -.101 6 38 MP BETA4 Z -.101 6 39 MP GAMMA4 Z -.101 6 40 MP BETAS Z -.033 6 41 MP ALPHA2 i Z -.016 6 Member Point Loads (BLC 4 : Wind Load(30)) Member Label Direction Magnituderk k-ft] Locationjk°h1 1 MP ALPHA4 Y -.135 9 2 MP ALPHA4 Y -.135 3 3 MP ALPHA4 X -.078 9 4 MP ALPHA4 X -.078 3 5 MP BETA4 Y -.06 9 6 MP BETA4 Y -.06 3 _7 MP BETA4 X -.035 9 8 MP BETA4 X -.035 I 3 RISA-3D Version 17.0.4 [T:\...1...\...\...\(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D1 Page 10 Company : Feb 18, 022 5:18 AM I',RISA Job(Number : POD Checked2ByZ A NELN El SGHEK COMPANY Model Name : 874135 Member Point Loads (BLC 4 : Wind Load(30)) (Continued) Member Label Direction Magnitude[k.k-ft] Location[ft,%] 9 MP GAMMA4 Y -.135 9 ' 10 MP GAMMA4 Y -.135 3 11 MP GAMMA4 X -.078 9 12 MP GAMMA4 X -.078 3 13 MP ALPHA( Y -.102 _ 9 14 MP ALPHA1 Y -.102 3 15 MP ALPHA( X -.059 _ 9 16 MP ALPHA1 X -.059 3 17 MP BETA1 Y -.048 9 18 MP BETA1 Y -.048 3 19 MP BETA1 X -.028 9 20 MP BETA1 X -.028 3 21 MP GAMMA1 Y -.102 9 22 MP GAMMA( Y -.102 3 23 MP GAMMA1 X -.059 9 24 MP GAMMA( X -.059 3 25 MP ALPHA2 Y -.043 9 26 MP ALPHA2 Y -.043 7 27 MP ALPHA2 X -.025 9 28 MP ALPHA2 X -.025 7 29 MP BETA2 Y -.027 9 • 30 MP BETA2 Y -.027 7 31 MP BETA2 X -.015 9 32 MP BETA2 X -.015 7 33 MP GAMMA2 Y -.043 9 34 MP GAMMA2 Y -.043 7 • 35 MP GAMMA2 X -.025 9 36 MP GAMMA2 X -.025 7 37 MP ALPHA2 Y -.043 5 38 MP ALPHA2 Y -.043 3 39 MP ALPHA2 X -.025 5 40 MP ALPHA2 X -.025 3 41 MP BETA2 Y -.026 5 42 MP BETA2 Y -.026 3 43 MP BETA2 X -.015 5 44 MP BETA2 X -.015 3 45 MP GAMMA2 Y -.043 5 46 MP GAMMA2 Y -.043 3 47 MP GAMMA2 X -.025 5 48 MP GAMMA2 X -.025 3 49 MP ALPHA4 Y -.042 4 50 MP ALPHA4 X -.024 4 51 MP BETA4 Y -.029 4 52 MP BETA4 X -.016 4 53 MP GAMMA4 Y -.042 4 54 MP GAMMA4 X -.024 4 55 MP ALPHA4 Y -.051 6 56 MP ALPHA4 X -.03 6 57 MP BETA4 Y -.036 6 58 MP BETA4 X -.021 6 59 MP GAMMA4 Y -.051 6 60 MP GAMMA4 X -.03 6 61 MP ALPHA( Y -.066 6 62 MP ALPHA1 X -.038 I ___ 6 63 MP BETA1 Y -.053 6 64 MP BETA1 X -.031 6 65 MP GAMMA1 Y -.066 6 RISA-3D Version 17.0.4 [T:\...1...1...\...\(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 11 Company : POD Feb 18,2022 'I RISA Designer 5:18 AM Job Number Checked By: A NFb,F- ,;.;::... .....,} Model Name : 874135 Member Point Loads (BLC 4 : Wind Load(30)) (Continued) Member Label Direction Magnitudefk,k-ftl Locationfft,%1 66 MP GAMMA1 I X -.038 6 67 MP ALPHA1 Y -.03 4 ----------- 68 MP ALPHA1 X -.017 4 69 MP BETA1 Y -.018 4 70 MP BETA1 X -.011 4 71 MP GAMMA1 Y -.03 4 72 MP GAMMA1 X -.017 4 73 MP ALPHA4 Y -.057 6 74 MP ALPHA4 X -.033 6 75 MP BETA4 Y -.023 6 76 MP BETA4 X -.013 6 77 MP GAMMA4 Y -.057 6 78 MP GAMMA4 X -.033 6 79 MP BETA5 Y -.064 6 80 MP BETA5 X -.037 6 81 MP ALPHA2 I Y -.061 6 82 MP ALPHA2 X -.035 6 Member Point Loads (BLC 5 : Wind Load(601) Member Label Direction Magnitude[k,k-$J Location[ft,%] 1 MP ALPHA4 Y -.049 9 2 MP ALPHA4 Y -.049 3 3 MP ALPHA4 X -.085 9 4 MP ALPHA4 X -.085 3 5 MP BETA4 Y -.049 9 6 MP BETA4 Y -.049 3 7 MP BETA4 X -.085 9 8 MP BETA4 X -.085 3 9 MP GAMMA4 Y -.092 9 10 MP GAMMA4 Y -.092 3 11 MP GAMMA4 X -.16 9 12 MP GAMMA4 X -.16 3 13 MP ALPHA1 Y -.038 9 14 MP ALPHAI Y I -.038 3 15 MP ALPHAI X -.066 9 16 MP ALPHAI X -.066 3 17 MP BETA1 Y -.038 9 18 MP BETA1 Y -.038 3 19 MP BETA1 X -.066 9 20 MP BETA1 X -.066 3 21 MP GAMMA1 Y -.069 9 22 MP GAMMA1 Y -.069 3 23 MP GAMMA1 X -.119 9 24 . MP GAMMA1 X -.119 3 25 MP ALPHA2 Y -.019 9 26 MP ALPHA2 Y -.019 7 27 MP ALPHA2 X -.032 9 28 MP ALPHA2 X -.032 7 29 MP BETA2 Y -.019 9 30 MP BETA2 Y -.019 7 31 MP BETA2 X -.032 9 32 MP BETA2 X -.032 7 33 MP GAMMA2 Y -.028 9 34 MP GAMMA2 Y -.028 7 35 MP GAMMA2 X -.049 9 36 MP GAMMA2 X -.049 r 7 RISA-3D Version 17.0.4 [T:\...\...1...1...\(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 12 Company : POD Feb 18,2022 iIRISA Designer 5:18AM Job Number Checked B A NEMETSLNEK c04n G:N‘ Model Name : 874135 Y Member Point Loads (BLC 5 : Wind Load(60)) (Continued) Member Label Direction Magnitudefk.k-ft] Location[ft,%1 37 MP ALPHA2 Y -.018 5 38 MP ALPHA2 Y -.018 3 39 MP ALPHA2 X -.032 5 40 MP ALPHA2 X -.032 3 41 MP BETA2 Y -.018 5 42 MP BETA2 Y -.018 3 43 MP BETA2 X -.032 5 44 MP BETA2 X -.032 3 45 MP GAMMA2 Y -.028 5 46 MP GAMMA2 Y -.028 3 47 MP GAMMA2 X -.048 5 48 MP GAMMA2 X -.048 3 49 MP ALPHA4 Y -.019 4 50 , MP ALPHA4 X -.033 4 51 MP BETA4 Y -.019 4 52 MP BETA4 X -.033 4 53 MP GAMMA4 Y -.027 4 54 MP GAMMA4 X -.047 4 55 MP ALPHA4 Y -.024 6 56 MP ALPHA4 X -.041 6 57 MP BETA4 Y -.024 6 58 MP BETA4 X -.041 6 59 MP GAMMA4 Y -.033 6 60 MP GAMMA4 X -.056 6 i 61 MP ALPHA1 Y -.033 6 62 MP ALPHA1 X -.057 6 63 MP BETA1 Y -.033 6 64 1 MP BETA1 X -.057 6 65 MP GAMMA1 Y -.041 6 66 MP GAMMA1 X -.07 6 67 MP ALPHAI Y -.013 4 68 MP ALPHA1 X -.022 4 69 MP BETA1 Y -.013 4 _____ 70 - MP BETA1 X -.022 4 71 MP GAMMA1 Y -.02 4 72 . MP GAMMA1 X -.034 4 73 MP ALPHA4 Y -.02 6 74 . MP ALPHA4 X -.034 6 . 75 MP BETA4 Y -.02 6 76 MP BETA4 X -.034 6 77 MP GAMMA4 Y -.039 6 78 MP GAMMA4 X -.068 6 79 MP BETA5 Y -.037 6 80 MP BETA5 X -.064 6 81 MP ALPHA2 Y -.035 6 82 MP ALPHA2 X -.061 6 Member Point Loads (BLC 6 : Wind Load(90)) Member Label Direction Magnitude[k,k-ft] Location[ft,%1 1 MP ALPHA4 X -.07 _ 9 2 MP ALPHA4 X -.07 3 3 MP BETA4 X -.156 9 I 4 MP BETA4 X -.156 3 5 MP GAMMA4 X -.156 9 6 MP GAMMA4 X -.156 3 7 MP ALPHA1 X -.056 9 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 13 Company : POD Feb 18, 2022 ''�'�� Designer 5:18 AM Job Number Checked By: ANEMETSGHEK LOM1IPANY Model Name : 874135 Member Point Loads (BLC 6 : Wind Load(90)) (Continued) Member Label Direction Maanitudefk.k-ftl Locationfft.%1 8 MP ALPHAI X -.056 3 9 MP BETA1 X -.117 9 10 MP BETA1 X -.117 3 11 MP GAMMA1 X -.117 9 12 MP GAMMA1 X -.117 3 13 MP ALPHA2 X -.031 9 14 MP ALPHA2 I X -.031 7 15 MP BETA2 X -.05 9 16 MP BETA2 X -.05 7 17 MP GAMMA2 X -.05 9 18 MP GAMMA2 X -.05 7 19 MP ALPHA2 X -.031 5 20 _ M P ALPHA2 X -.031 3 21 MP BETA2 X -.049 5 22 MP BETA2 X -.049 3 23 MP GAMMA2 X -.049 5 24 MP GAMMA2 X -.049 _ 3 25 MP ALPHA4 X -.033 4 26 MP BETA4 X -.049 4 27 MP GAMMA4 X -.049 4 28 MP ALPHA4 X -.041 6 29 MP BETA4 X -.059 6 30 MP GAMMA4 X -.059 6 31 MP ALPHA1 X -.061 6 32 MP BETA1 X -.076 6 33 MP GAMMA1 X -.076 6 34 MP ALPHA1 X -.021 4 35 MP BETA1 X -.035 4 36 MP GAMMA1 X -.035 4 37 MP ALPHA4 X -.026 6 38 MP BETA4 X -.065 6 39 MP GAMMA4 X -.065 6 40 MP BETA5 X -.074 6 41 MP ALPHA2 X -.07 6 Member Point Loads (BLC 7 : Wind Load (120)) Member Label Direction Magnitude[k,k-ftl Location[ft.%1 1 MP ALPHA4 Y .049 9 2 MP ALPHA4 Y .049 3 . 3 MP ALPHA4 X -.085 9 4 MP ALPHA4 X -.085 3 5 MP BETA4 Y .092 9 6 MP BETA4 Y .092 3 7 MP BETA4 X -.16 9 8 MP BETA4 X -.16 3 9 MP GAMMA4 Y .049 9 10 MP GAMMA4 Y .049 3 11 MP GAMMA4 X -.085 9 12 MP GAMMA4 X ! -.085 3 13 MP ALPHAI Y .038 9 14 MP ALPHAI Y I .038 3 15 MP ALPHAI X -.066 9 16 MP ALPHAI X -.066 3 17 MP BETA1 Y .069 9 18 MP BETA1 Y .069 3 19 MP BETA1 X -.119 9 RISA-3D Version 17.0.4 [T:\...\...1...\...\(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 14 Company : POD p y Feb 18,2022 II 1 RISA Desig JobNnerumber 5:18 AM Checked By: h NEMET,'CHFK CJA 'A',Y Model Name : 874135 Member Point Loads (BLC 7 : Wind Load(120)) (Continued) Member Label Direction _ Ma nitude k,k-ftl Locationlft,%el 20 MP BETA1 X -.119 3 21 MP GAMMA1 Y .038 9 22 MP GAMMA1 Y .038 3 23 MP GAMMA1 X -.066 9 24 MP GAMMA1 X -.066 3 25 MP ALPHA2 Y .019 9 26 MP ALPHA2 Y .019 7 27 MP ALPHA2 X -.032 9 28 MP ALPHA2 X -.032 7 29 MP BETA2 Y .028 9 30 MP BETA2 Y .028 7 31 MP BETA2 X -.049 9 32 MP BETA2 X -.049 7 33 MP GAMMA2 Y .019 9 34 MP GAMMA2 Y .019 7 35 MP GAMMA2 X -.032 9 36 MP GAMMA2 X -.032 7 37 MP ALPHA2 Y .018 5 38 MP ALPHA2 I Y .018 3 39 MP ALPHA2 X -.032 5 40 MP ALPHA2 X -.032 3 41 MP BETA2 Y .028 5 42 MP BETA2 Y .028 3 43 MP BETA2 X -.048 5 44 MP BETA2 X -.048 3 45 MP GAMMA2 Y .018 5 46 MP GAMMA2 Y .018 3 47 MP GAMMA2 X -.032 5 48 MP GAMMA2 X -.032 3 49 MP ALPHA4 Y .019 4 50 MP ALPHA4 X -.033 4 51 MP BETA4 Y .027 4 52 MP BETA4 X -.047 4 53 MP GAMMA4 Y .019 4 54 MP GAMMA4 X -.033 4 55 MP ALPHA4 Y .024 6 56 MP ALPHA4 X -.041 6 57 MP BETA4 Y .033 6 58 MP BETA4 X -.056 6 . 59 MP GAMMA4 Y .024 6 60 MP GAMMA4 X -.041 6 61 MP ALPHA1 Y .033 6 62 MP ALPHA1 X -.057 6 63 MP BETA1 Y .041 6 64 MP BETA1 X -.07 6 65 MP GAMMA1 Y.._ .033 6 66 MP GAMMA1 X -.057 6 67 MP ALPHA1 Y .013 4 68 MP ALPHAI X -.022 4 69 MP BETA1 Y .02 4 70 . MP BETA1 X -.034 4 71 MP GAMMA1 Y .013 4 72 MP GAMMA1 X -.022 4 73 MP ALPHA4 Y .02 6 74 MP ALPHA4 X -.034 6 75 MP BETA4 Y .039 6 76 MP BETA4 X -.068 6 RISA-3D Version 17.0.4 [T:\...\...1...1...\(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 15 IICompany POD Feb 18,2022 I R'SA Job INnber : Chek dBy: A NEME-SCHEK.-OMPFNY Model Name : 874135 Member Point Loads (BLC 7 : Wind Load(120)) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft.%] 77 MP GAMMA4 Y .02 6 78 MP GAMMA4 X -.034 6 79 MP BETA5 Y .037 6 80 MP BETA5 X -.064 6 81 MP ALPHA2 Y .035 6 82 MP ALPHA2 X -.061 6 Member Point Loads (BLC 8 : Wind Load(1501) Member Label Direction Magnitude[k,k-ftl Location[ft.%I 1 MP ALPHA4 Y .135 9 2 MP ALPHA4 Y .135 3 3 MP ALPHA4 X -.078 9 4 MP ALPHA4 X -.078 3 5 MP BETA4 Y .135 9 6 MP BETA4 Y .135 3 7 MP BETA4 X -.078 9 8 MP BETA4 X -.078 3 9 MP GAMMA4 Y .06 9 10 MP GAMMA4 Y .06 3 11 MP GAMMA4 X -.035 9 12 MP GAMMA4 X -.035 3 13 MP ALPHA1 Y .102 9 14 MP ALPHA1 Y .102 3 15 MP ALPHA1 X -.059 9 16 MP ALPHA1 X -.059 3 17 MP BETA1 Y .102 9 18 MP BETA1 Y .102 3 19 MP BETA1 X -.059 9 20 MP BETA1 X -.059 3 21 MP GAMMA1 Y .048 9 22 MP GAMMAI Y .048 3 23 MP GAMMA1 X -.028 9 24 MP GAMMAI X -.028 3 25 MP ALPHA2 Y .043 9 26 MP ALPHA2 Y .043 7 27 MP ALPHA2 X -.025 9 28 MP ALPHA2 X -.025 7 29 MP BETA2 Y .043 9 30 MP BETA2 Y .043 7 31 MP BETA2 X -.025 9 32 MP BETA2 X -.025 7 33 MP GAMMA2 Y .027 9 34 MP GAMMA2 Y .027 7 35 MP GAMMA2 X -.015 9 36 MP GAMMA2 X -.015 7 37 MP ALPHA2 Y .043 5 38 MP ALPHA2 Y .043 3 39 MP ALPHA2 X -.025 5 40 MP ALPHA2 X -.025 3 41 _ MP BETA2 Y .043 5 42 MP BETA2 Y .043 3 43 MP BETA2 X -.025 5 44 MP BETA2 X -.025 3 45 MP GAMMA2 Y .026 5 46 MP GAMMA2 Y .026 3 _ 47 MP GAMMA2 X -.015 5 RISA-3D Version 17.0.4 [T:\...\...1...\...\(PL22)874135 - Updated Model (Additions! MDDs)-JEM.R3D] Page 16 i I 'IRISA Desgner :Company : POD Feb58 AM :118,2022 Job Number Checked By: :N,, Model Name : 874135 Member Point Loads (BLC 8 : Wind Load(150)) (Continued) Member Label Direction Maanitudefk,k-ft1 Location ftl %1 48 MP GAMMA2 X -.015 3 49 MP ALPHA4 Y .042 4 50 MP ALPHA4 X -.024 4 51 MP BETA4 Y .042 4 52 MP BETA4 X -.024 4 53 MP GAMMA4 Y .029_-_ 4 54 MP GAMMA4 X -.016 1 4 55 MP ALPHA4 Y .051 6 56 MP ALPHA4 X -.03 6 57 MP BETA4 Y .051 6 58 MP BETA4 X -.03 6 59 MP GAMMA4 Y .036 6 60 MP GAMMA4 X -.021 6 61 MP ALPHA1 Y .066 6 62 MP ALPHA1 X -.038 6 63 MP BETA1 Y .066 6 64 MP BETA1 X -.038 6 65 MP GAMMA1 Y .053 6 66 MP GAMMA1 X -.031 6 67 MP ALPHA1 Y .03 4 68 i MP ALPHA1 X -.017 4 69 MP BETA1 Y .03 4 70 ( MP BETA1 X -.017 4 71 MP GAMMA1 Y .018 4 72 MP GAMMA1 X -.011 4 73 MP ALPHA4 Y .057 6 74 MP ALPHA4 X -.033 6 75 MP BETA4 Y .057 6 76 MP BETA4 I X -.033 6 77 MP GAMMA4 Y .023 6 78 MP GAMMA4 X -.013 6 79 MP BETA5 Y .064 6 80 MP BETA5 I X -.037 6 81 MP ALPHA2 Y .061 6 82 MP ALPHA2 X -.035 6 Member Point Loads (BLC 9 : Wind Load(180)) Member Label Direction Magnitudejk.k-ft] Location[ft,%1 1 MP ALPHA4 Y .185 9 2 MP ALPHA4 Y .185 3 ' 3 MP BETA4 Y .099 9 4 MP BETA4 Y .099 3 5 MP GAMMA4 Y _ .099 9 6 MP GAMMA4 Y .099 3 7 MP ALPHA1 Y .138 9 8 MP ALPHA1 Y .138 3 9 MP BETA1 Y .076 9 10• MP BETA1 Y .076 3 11 MP GAMMA1 Y .076 _ 9 12 . MP GAMMA1 Y .076 3 13 MP ALPHA2 Y .056 9 14 MP ALPHA2 Y .056 7 15 MP BETA2 Y .037 9 16 MP BETA2 Y .037 7 17 MP GAMMA2 Y .037 9 18 MP GAMMA2 Y .037 7 RISA-3D Version 17.0.4 [T:1...1...1...\...\(PL22)874135- Updated Model (Additions! MDDs)-JEM.R3D] Page 17 Company : POD Feb 18,2022 I I I RISA Job N Designerumber 5:18 AM Checked By: -,..,COMPANY Model Name : 874135 Member Point Loads (BLC 9 : Wind Load(180)) (Continued) Member Label Direction Magnitudefk,k-ft] Locationfft,%] 19 MP ALPHA2 Y .056 5 20 I MP ALPHA2 Y .056 3 21 MP BETA2 Y .037 5 22 MP BETA2 Y .037 3 23 MP GAMMA2 Y .037 5 • 24 MP GAMMA2 Y .037 3 25 MP ALPHA4 Y .054 4 26 MP BETA4 Y .038 4 27 MP GAMMA4 Y .038 4 28 ! MP ALPHA4 Y .065 6 29 , MP BETA4 Y .047 6 30 ' MP GAMMA4 Y .047 6 31 MP ALPHA1 Y .081 6 32 i MP BETA1 Y .066 6 33 MP GAMMA1 Y .066 6 34 MP ALPHA1 Y .039 4 35 _ MP BETA1 Y .026 4 36 MP GAMMA1 Y .026 4 37 MP ALPHA4 Y .078 6 38 MP BETA4 Y .039 6 39 MP GAMMA4 Y .039 6 40 MP BETA5 Y .074 6 41 MP ALPHA2 Y .07 6 Member Point Loads (BLC 10 : Wind Load(210)) Member Label Direction Magnitudefk,k-ft] Location[ft,%] 1 MP ALPHA4 Y .135 9 2 MP ALPHA4 Y .135 3 3 MP ALPHA4 X .078 9 4 MP ALPHA4 X .078 3 5 MP BETA4 Y .06 9 6 MP BETA4 Y .06 3 7 MP BETA4 X .035 9 8 MP BETA4 X .035 3 9 MP GAMMA4 Y .135 9 10 MP GAMMA4 Y .135 3 • 11 MP GAMMA4 X .078 9 12 MP GAMMA4 X .078 3 13 MP ALPHA1 Y .102 9 14 MP ALPHA1 Y .102 3 15 MP ALPHA1 X .059 9 16 MP ALPHA1 X .059 3 17 MP BETA1 Y .048 9 18 MP BETA1 Y .048 3 19 MP BETA1 X .028 9 20 MP BETA1 X .028 3 21 MP GAMMA1 Y .102 9 22 MP GAMMA1 Y .102 3 23 MP GAMMA1 X .059 _ 9 24 MP GAMMA1 X .059 3 25 MP ALPHA2 Y .043 9 26 MP ALPHA2 Y .043 7 27 _ MPALPHA2 X .025 9 28 MP ALPHA2 X .025 7 29 MP BETA2 Y .027 9 30 MP BETA2 Y .027 7 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22) 874135 - Updated Model (Additions! MDDs) - JEM.R3D] Page 18 Company : Feb 18, 02 I I I RISA Job Designer N a Number POD Checked 2B�2 a,e,„:,,_: .. Model Name : 874135 Member Point Loads (BLC 10 : Wind Load (210)) (Continued) Member Label Direction Magnitude[k.k-ft] Locationfft.%1 31 MP BETA2 X .015 9 32 MP BETA2 X .015 7 33 MP GAMMA2 Y .043 9 34 MP GAMMA2 Y .043 7 35 MP GAMMA2 X .025 9 36 MP GAMMA2 X .025 7 37 MP ALPHA2 Y .043 5 38 MP ALPHA2 Y .043 3 39 MP ALPHA2 X .025 5 40 MP ALPHA2 X .025 3 41 MP BETA2 Y .026 5 42 1 MP BETA2 Y .026 3 43 MP BETA2 X .015 5 44 MP BETA2 X .015 3 45 MP GAMMA2 Y .043 _____ 5 46 MP GAMMA2 Y .043 3 47 MP GAMMA2 X .025 5 48 MP GAMMA2 X .025 3 49 MP ALPHA4 Y .042 4 50 _ MP ALPHA4 X .024 4 51 MP BETA4 Y .029 4 52 MP BETA4 X .016 4 53 MP GAMMA4 Y .042 4 54 MP GAMMA4 X .024 4 55 MP ALPHA4 Y .051 6 56 1 MP ALPHA4 X .03 6 57 MP BETA4 Y .036 6 58 MP BETA4 X .021 6 59 MP GAMMA4 Y .051 6 60 MP GAMMA4 X .03 6 61 MP ALPHA1 Y .066 6 62 MP ALPHA1 X .038 6 63 MP BETA1 Y .053 6 64 MP BETA1 X .031 6 65 MP GAMMA1 Y .066 6 66 MP GAMMA1 X .038 6 67 MP ALPHAI Y .03 4 68 MP ALPHA1 X .017 4 69 MP BETA1 Y .018 4 70 MP BETA1 1 X .011 4 71 MP GAMMA1 Y .03 4 72 MP GAMMA1 X .017 4 73 MP ALPHA4 Y .057 6 74 MP ALPHA4 ! X .033 6 75 MP BETA4 Y .023 6 76 MP BETA4 X .013 6 77 MP GAMMA4 Y .057 6 78 MP GAMMA4 X .033 6 79 MP BETAS Y .064 6 ' 80 MP BETA5 X .037 6 81 MP ALPHA2 Y .061 6 82 MP ALPHA2 X .035 6 Member Point Loads (BLC 11 : Wind Load(240)) _ Member Label Direction Magnitude[k,k-ft] Locationfft,%1 1 1 MP ALPHA4 Y .049 9 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22)874135- Updated Model (Additionsl MDDs)-JEM.R3D] Page 19 Company : Feb 18, ''IRIS .� Job N e ber POD 5:18 AM Checked 2g�2 Model Name : 874135 Member Point Loads (BLC 11 : Wind Load (2401) (Continued) Member Label Direction Maonitudefk,k-ftl Locationfft,%1 2 MP ALPHA4 Y .049 3 3 MP ALPHA4 X _085 9 4 , MP ALPHA4 X .085 3 5 MP BETA4 Y .049 9 6 MP BETA4 Y .049 3 7 MP BETA4 X_ .085 9 8 MP BETA4 X .085 3 9 MP GAMMA4 Y .092 9 10 MP GAMMA4 Y .092 3 11 MP GAMMA4 X .16 9 12 MP GAMMA4 X .16 3 13_ MP ALPHA1 Y .038 9 14 MP ALPHA1 Y .038 3 15 MP ALPHA1 X .066 9 16 ' MP ALPHA1 X .066 3 1 17 MP BETA1 Y .038 9 18 I MP BETA1 Y .038 3 19 MP BETA1 X .066 9 20 MP BETA1 X .066 3 21 MP GAMMA1 Y .069 9 22 MP GAMMA1 Y .069 3 23 MP GAMMA1 X .119 9 24 MP GAMMA1 X .119 3 25 MP ALPHA2 Y .019 9 26 MP ALPHA2 Y .019 7 27 MP ALPHA2 X .032 9 28 MP ALPHA2 X .032 7 29 MP BETA2 Y .019 9 30 MP BETA2 Y .019 7 31 MP BETA2 X .032 9 32 MP BETA2 X .032 7 33 MP GAMMA2 Y .028 9 34 MP GAMMA2 Y .028 7 35 MP GAMMA2 X .049 9 36 MP GAMMA2 X .049 7 37 MP ALPHA2 Y .018 5 38 MP ALPHA2 Y .018 3 39 MP ALPHA2 X .032 5 40 MP ALPHA2 X .032 3 41 MP BETA2 Y .018 5 42 MP BETA2 Y .018 3 43 MP BETA2 X .032 5 44 MP BETA2 X .032 3 45 MP GAMMA2 Y .028 5 46 MP GAMMA2 Y .028 3 47 MP GAMMA2 X .048. 5 48 MP GAMMA2 X .048 3 49 MP ALPHA4 Y .019 4 50 MP ALPHA4 X .033 4 51 MP BETA4 Y .019 4 52 MP BETA4 X .033 4 53 MP GAMMA4 1 Y .027 4 54 MP GAMMA4 X .047 4 55 MP ALPHA4 Y .024 6 56 , MP ALPHA4 X .041 6 57 MP BETA4 Y .024 6 58 MP BETA4 X .041 6 RISA-3D Version 17.0.4 [T:\...1...1...\...\(PL22)874135 - Updated Model (Additions) MDDs)- JEM.R3D] Page 20 5:18 AM I ICompany : POD Feb 18,2022 I RISA Job lNnber _ Chek dBy: „NE,,,, ,,, Model Name : 874135 Member Point Loads (BLC 11 : Wind Load(240)) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 59 MP GAMMA4 Y .033 6 60 MP GAMMA4 X .056 6 61 MP ALPHA1 Y .033 6 62 MP ALPHA1 X .057 6 63 MP BETA1 Y .033 6 64 MP BETA1 X ! .057 6 65 MP GAMMA1 Y .041 6 66 MP GAMMA1 X .07 6 67 MP ALPHA1 Y .013 4 68 MP ALPHA1 X .022 4 69 MP BETA1 Y .013 4 70 MP BETA1 X .022 4 71 MP GAMMA1 Y .02 4 72 MP GAMMA1 X .034 4 73 MP ALPHA4 Y .02 6 74 MP ALPHA4 X .034 6 75 MP BETA4 Y .02 6 76 MP BETA4 X .034 6 77 MP GAMMA4 Y .039 6 78 MP GAMMA4 X .068 6 79 MP BETAS Y .037 6 80 MP BETAS X .064 6 81 MP ALPHA2 Y .035 6 82 MP ALPHA2 X _ .061 6 Member Point Loads (BLC 12 : Wind Load(270)) Member Label Direction Magnitude[k,k-ftl Location[ft,%] 1 MP ALPHA4 X .07 9 2 MP ALPHA4 X .07 3 3 MP BETA4 X .156 9 4 MP BETA4 X .156 3 5 MP GAMMA4 X .156 9 6 MP GAMMA4 X .156 3 7 MP ALPHA1 X .056 9 8 MP ALPHA1 X .056 3 9 MP BETA1 X .117 9 10 , MP BETA1 X .117 3 11 MP GAMMA1 X .117 9 12 MP GAMMA1 X .117 3 13 MP ALPHA2 X .031 9 14 MP ALPHA2 X .031 7 15 MP BETA2 X .05 9 16 " MP BETA2 X .05 7 17 MP GAMMA2 X .05 9 18 MP GAMMA2 X .05 7 19 MP ALPHA2 X .031 5 20 MP ALPHA2 X .031 3 21 MP BETA2 X .049 i5 22 MP BETA2 X .049 3 23 MP GAMMA2 X .049 5 24 MP GAMMA2 X .049 3 25 MP ALPHA4 X .033 4 26 MP BETA4 X .049 4 27 MP GAMMA4 X .049 4 28 MP ALPHA4 X .041 6 29 _ MP BETA4 X .059 6 RISA-3D Version 17.0.4 [f:\...\...\...\...\(PL22) 874135- Updated Model (Additions) MDDs)-JEM.R3D] Page 21 Feb 18, IIIRISA JDoebsignuemrber : POD Ch8 M By: 2 A NEW.r SCHEK COMPANY Model Name : 874135 Member Point Loads (BLC 12 : Wind Load(270)) (Continued) Member Label Direction Maonitudefk,k-ftl Locationfft,%1 30 MP GAMMA4 1 X .059 6 31 MP ALPHA1 X .061 6 32 MP BETA1 X .076 6 33 MP GAMMA1 X .076 6 34 MP ALPHAI X .021 4 35 MP BETA1 X .035 4 36 MP GAMMA1 X .035 4 37 MP ALPHA4 X .026 6 38 MP BETA4 ! X .065 6 39 MP GAMMA4 X .065 6 40 MP BETA5 X .074_ 6 41 MP ALPHA2_ X .07 6 Member Point Loads (BLC 13 : Wind Load(300)) Member Label Direction Magnitude[k,k-ftl Location[ft,%] 1 MP ALPHA4 Y -.049 9 2 MP ALPHA4 Y -.049 3 3 MP ALPHA4 X .085 9 4 MP ALPHA4 X .085 3 5 MP BETA4 Y -.092 9 6 MP BETA4 Y -.092 3 7 MP BETA4 X .16 9 8 MP BETA4 X .16 3 9 MP GAMMA4 Y -.049 9 10 MP GAMMA4 Y -.049 3 11 MP GAMMA4 X i .085 9 12 MP GAMMA4 X .085 3 13 MP ALPHA1 Y -.038 9 14 MP ALPHAI Y ! -.038 3 15 MP ALPHAI X .066 9 16 MP ALPHAI X .066 3 17 MP BETA1 Y -.069 9 18 MP BETA1 Y -.069 3 19 MP BETA1 X .119 9 20 MP BETA1 X .119 3 21 MP GAMMA1 Y -.038 9 22 MP GAMMA1 Y -.038 3 23 MP GAMMA1 X .066 9 24 MP GAMMA1 X .066 3 25 MP ALPHA2 Y -.019 9 26 MP ALPHA2 Y -.019 J 7 27 MP ALPHA2 X .032 9 28 MP ALPHA2 X .032 1 7 29 MP BETA2 Y -.028 9 30 MP BETA2 Y -.028 T 7 31 MP BETA2 X .049 9 32 MP BETA2 X .049 7 33 MP GAMMA2 Y -.019 9 34 MP GAMMA2 Y -.019 7 35 MP GAMMA2 X .032 9 36 MP GAMMA2 X .032 7 37 I MP ALPHA2 Y -.018 5 38 ! MP ALPHA2 Y -.018 3 _39 MP ALPHA2 _ X .032 5 40 MP ALPHA2 X .032 3 41 MP BETA2 Y -.028 5 RISA-3D Version 17.0.4 [T:\...\...\...1...\(PL22) 874135 - Updated Model (Additions) MDDs)- JEM.R3D] Page 22 Company : Feb 18, IIIRISA Design ber : POD 5:18 AM Checked26y2 p„,,,F.«,,, „y Model Name : 874135 Member Point Loads (BLC 13 : Wind Load (3001) (Continued) Member Label Direction Maanitudefk.k-ftl Locationfft,%1 4.2 _ MP BETA2 Y -.028 3 . 43 MP BETA2 X .048 5 44 MP BETA2 X .048 3 45 MP GAMMA2 Y -.018 5 46 MP GAMMA2 Y -.018 3 47 MP GAMMA2 X .032 5 48 MP GAMMA2 X .032 3 49 MP ALPHA4 Y -.019 4 50 MP ALPHA4 X .033 4 51 MP BETA4 Y -.027 4 52 MP BETA4 X .047 4 53 MP GAMMA4 Y -.019 4 54 ] MP GAMMA4 X .033 4 55 MP ALPHA4 Y -.024 6 56 MP ALPHA4 X .041 6 57 MP BETA4 Y -.033 6 58 MP BETA4 X .056 6 59 MP GAMMA4 Y -.024 6 60 MP GAMMA4 X .041 6 61 MP ALPHA1 Y -.033 6 62 MP ALPHA1 X .057 6 63 MP BETA1 Y -.041 6 64 MP BETA1 X .07 6 65 MP GAMMA1 Y -.033 6 66 MP GAMMA1 X .057 6 67 MP ALPHA1 Y -.013 4 68 MP ALPHA1 X .022 4 69 MP BETA1 Y -.02 4 70 MP BETA1 X .034 4 , 71 MP GAMMA1 Y -.013 4 72 MP GAMMA1 X .022 4 73 MP ALPHA4 Y -.02 6 74 MP ALPHA4 X .034 6 75 MP BETA4 Y -.039 6 76 MP BETA4 X .068 6 77 MP GAMMA4 Y -.02 6 78 MP GAMMA4 X .034 6 79 MP BETAS Y -.037 6 80 MP BETA5 X .064 6 81 MP ALPHA2 Y -.035 6 . 82 MP ALPHA2 X .061 6 Member Point Loads (BLC 14 : Wind Load(3301) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP ALPHA4 Y -.135 9 2 MP ALPHA4 Y -.135 3 3 MP ALPHA4 X .078 9 4 MP ALPHA4 X .078 3 5 MP BETA4 Y -.135 9 6 MP BETA4 Y -.135 3 7 MP BETA4 X .078 9 8 MP BETA4 X .078 3 _9 MP GAMMA4 Y -.06 9 10 MP GAMMA4 Y -.06 3 11 MP GAMMA4 X .035 9 12 MP GAMMA4 X .035 3 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135- Updated Model (Additions] MDDs)-JEM.R3D] Page 23 I I I R'SA Company : POD Feb:118,2022 Designer 5:18 AM Job Number Checked By: ,,f,,,F-,s,:. Model Name : 874135 Member Point Loads (BLC 14 : Wind Load(330)) (Continued) Member Label Direction Magnitude[k.k-ftl Location[ft,%] 13 MP ALPHA1 Y -.102 9 14 MP ALPHA1 1 Y -.102 3 15 MP ALPHA1 X .059 9 16 MP ALPHA1 X .059 3 17 MP BETA1 Y -.102 9 18 MP BETA1 Y -.102 3 19 MP BETA1 X .059 9 20 MP BETA1 X .059 3 21 MP GAMMA1 Y -.048 9 22 MP GAMMA1 Y -.048 3 23 MP GAMMA1 X .028 9 24 MP GAMMA1 X .028 3 25 MP ALPHA2 Y -.043 9 26 MP ALPHA2 Y -.043 7 27 MP ALPHA2 X .025 9 28 MP ALPHA2 X .025 7 29 MP BETA2 Y -.043 9 30 MP BETA2 Y -.043 7 31 MP BETA2 X .025 9 32 MP BETA2 X .025 7 33 MP GAMMA2 Y -.027 9 34 MP GAMMA2 Y -.027 7 35 MP GAMMA2 X .015 9 36 MP GAMMA2 X .015 7 37 MP ALPHA2 Y -.043 5 38 MP ALPHA2 Y -.043 3 39 MP ALPHA2 X .025 5 40 MP ALPHA2 X .025 3 41 MP BETA2 Y -.043 5 42 MP BETA2 Y -.043 3 43 MP BETA2 X .025 5 44 MP BETA2 X .025 3 45 MP GAMMA2 Y -.026 5 46 MP GAMMA2 Y -.026 3 47 MP GAMMA2 X .015 5 48 MP GAMMA2 X .015 3 49 MP ALPHA4 Y -.042 4 50 MP ALPHA4 X .024 4 51 MP BETA4 Y -.042 4 52 MP BETA4 X .024 4 53 MP GAMMA4 Y -.029 4 54 MP GAMMA4 X .016 4 55 MP ALPHA4 Y -.051 6 56 MP ALPHA4 X .03 6 57 MP BETA4 Y -.051 6 58 MP BETA4 X .03 6 59 MP GAMMA4 Y -.036 6 60 MP GAMMA4 X .021 6 61 MP ALPHA1 Y -.066 6 62 MP ALPHA1 X .038 6 63 MP BETA1 Y -.066 6 64 MP BETA1 X .038 6 65 MP GAMMA1 Y -.053 6 66 . MP GAMMA1 X .031 6 67 MP ALPHAI Y -.03 4 68 MP ALPHA1 X .017 4 69 MP BETA1 Y -.03 4 - RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 24 Company : POD Feb 18,2022 ',R'SA Designer 5:18 AM Job Number Checked By: a.drnle Tsn,rK.^nWPFRY Model Name : 874135 Member Point Loads (BLC 14 : Wind Load(330)) (Continued) Member Label Direction_ Maanitudefk.k-ftl Locationfft.%1 70 MP BETA1 X .017 4 71 MP GAMMA1 Y -.018 4 72 MP GAMMA1 X .011 1 4 73 . MP ALPHA4 Y -.057 6 74 MP ALPHA4 X .033 i 6 75 MP BETA4 Y -.057 6 76 MP BETA4 X .033 6 77 MP GAMMA4 Y -.023 6 78 MP GAMMA4 X .013 6 79 MP BETA5 Y -.064 6 80 MP BETA5 X .037 6 81 MP ALPHA2 Y -.061 6 82 MP ALPHA2 X .035 6 Member Point Loads (BLC 15 : Maintanence (0)) Member Label Direction _ Magnitude[k.k-ft] Location[ft.%1 1 MP ALPHA4 Y -.018 9 2 MP ALPHA4 Y -.018 3 3 MP BETA4 Y -.009 9 4 MP BETA4 Y -.009 3 5 MP GAMMA4 Y -.009 9 6 MP GAMMA4 Y -.009 3 7 I MP ALPHA1 Y -.013 9 8 MP ALPHA1 Y -.013 3 9 MP BETA1 Y -.007 9 10 MP BETA1 Y -.007 3 11 MP GAMMA1 Y -.007 9 12 MP GAMMAI Y -.007 3 13 MP ALPHA2 Y -.005 9 14 MP ALPHA2 Y -.005 7 15 MP BETA2 Y -.004 9 16 MP BETA2 Y -.004 7 17 MP GAMMA2 Y -.004 9 18 MP GAMMA2 Y -.004 7 19 MP ALPHA2 Y -.005 5 20 MP ALPHA2 Y -.005 3 21 MP BETA2 Y -.004 5 22 MP BETA2 Y -.004 3 23 MP GAMMA2 Y -.004 5 24 MP GAMMA2 Y -.004 3 25 MP ALPHA4 Y -.005 4 26 MP BETA4 Y -.004 4 27 MP GAMMA4 Y -.004 4 28 MP ALPHA4 Y -.006 6 29 MP BETA4 Y -.005 6 30 MP GAMMA4 Y -.005 6 31 MP ALPHA1 Y -.008 6 32 MP BETAI Y I -.006 6 33 MP GAMMA1 Y -.006 6 34 MP ALPHAI Y I -.004 4 35 MP BETA1 Y -.002 4 36 MP GAMMA1 Y -.002 4 37 MP ALPHA4 Y -.008 6 38 MP BETA4 Y -.004 6 39 MP GAMMA4 Y -.004 _ 6 _ 40 MP BETA5 Y -.007 16 RISA-3D Version 17.0.4 [T:\...1...1...\...\(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 25 Company : POD Feb 18,2022 IMIRISA Desig JobN neumberr 5:18AM Checked B ANeMeTSGNPK CCIMPANY Model Name : 874135 y. Member Point Loads (BLC 15 : Maintanence (0)) (Continued) Member Label Direction _ Magnitude[k,k-ft] Location[ft,%] 41 I MP ALPHA2 I Y -.007 6 Member Point Loads (BLC 16 : Maintanence (30)) Member Label Direction Magnitudelk k-ftj_ LocatioonIft,%o]____ 1 MPALPHA4 Y -.013 9 2 MP ALPHA4 Y -.013 3 3 MP ALPHA4 X -.007 9 4 MP ALPHA4 X -.007 3 5 MP BETA4 Y -.006 9 6 MP BETA4 Y -.006 3 7 MP BETA4 X -.003 9 8 MP BETA4 X -.003 3 9 MP GAMMA4 Y -.013 9 10 MP GAMMA4 Y -.013 3 11 MP GAMMA4 X -.007 9 12 MP GAMMA4 X -.007 3 13 MP ALPHA1 Y -.01 9 14 MP ALPHAI Y -.01 3 15 MP ALPHA1 X -.006 9 16 MP ALPHAI X -.006 3 17 MP BETA1 Y -.005 9 18 MP BETA1 Y -.005 3 19 MP BETA1 X -.003 9 20 MP BETA1 X -.003 3 21 MP GAMMA1 Y -.01 9 22 MP GAMMA1 Y -.01 3 23 MP GAMMA1 X -.006 9 24 MP GAMMA1 X -.006 3 25 MP ALPHA2 Y -.004 9 26 , MP ALPHA2 Y -.004 i 7 27 MP ALPHA2 X -.002 9 28 MP ALPHA2 X -.002 7 29 MP BETA2 Y -.003 9 30 MP BETA2 Y -.003 7 9 32 MP BETA2 X -.001 ___I 7 33 MP GAMMA2 Y -.004 9 34 MP GAMMA2 Y -.004 7 35 MP GAMMA2 X -.002 9 36 MP GAMMA2 X -.002 7 37 MP ALPHA2 Y -.004 5 38 MP ALPHA2 Y -.004 3 39 MP ALPHA2 X -.002 _ 5 40 MP ALPHA2 X -.002 3 41 MP BETA2 Y -.003 5 42 MP BETA2 Y -.003 3 43 MP BETA2 X -.001 5 44 MP BETA2 X -.001 3 45 MP GAMMA2 Y -.004 5 46 MP GAMMA2 Y -.004 3 47 MP GAMMA2 X -.002 5 48 MP GAMMA2 X -.002 3 49 MPALPHA4 Y -.004 4 50 MP ALPHA4 X -.002 1 4 51 MP BETA4 Y 0.03 1 4 52 MP BETA4 X -.002 4 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135- Updated Model (Additions) MDDs)-JEM.R3D] Page 26 Company : POD Feb 18,2022 I'I I lSA Designer 5:18 AM umber Checked B Model Name : 874135 y Member Point Loads (BLC 16 : Maintanence (30)) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 53 MP GAMMA4 Y -.004 4 54 MP GAMMA4 X -.002 4 55 MP ALPHA4 Y -.005 6 56 MP ALPHA4 X -.003 6 57 MP BETA4 Y -.003 6 58 MP BETA4 X -.002 6 59 MP GAMMA4 Y -.005 6 60 MP GAMMA4 X -.003 6 61 MP ALPHA1 Y -.006 6 62 MP ALPHA1 X -.004 6 63 MP BETA1 Y -.005 6 64 MP BETA1 X -.003 6 65 MP GAMMA1 Y -.006 6 66 MP GAMMA1 X -.004 6 67 MP ALPHA1 1 Y -.003 4 68 MP ALPHA1 X -.002 4 69 MP BETA1 Y -.002 4 70 • MP BETA1 i X -.001 4 71 MP GAMMA1 Y -.003 4 72 MP GAMMAI X -.002 4 73 MP ALPHA4 Y -.005 6 74 MP ALPHA4 X -.003 6 75 MP BETA4 Y -.002 6 76 MP BETA4 X -.001 6 77 MP GAMMA4 Y -.005 6 78 MP GAMMA4 X -.003 6 79 MP BETA5 Y -.006 6 80 MP BETA5 X -.004 6 81 MP ALPHA2 Y -.006 6 82 MP ALPHA2 X -.003 6 Member Point Loads (BLC 17 : Maintanence (60)) Member Label Direction Magnitude[k,k-ft] Location[ft.%] 1 MP ALPHA4 Y -.005 9 2 MP ALPHA4 Y -.005 3 3 MP ALPHA4 X -.008 9 4 MP ALPHA4 X -.008 3 5 MP BETA4 Y -.005 9 6 MP BETA4 Y -.005 3 7 MP BETA4 X -.008 9 8 MP BETA4 X -.008 3 9 MP GAMMA4 _ Y -.009 9 10 MP GAMMA4 Y -.009 3 11 MP GAMMA4 X -.015 9 12 MP GAMMA4 X -.015 3 13 MP ALPHA1 Y -.004 9 14 MP ALPHAI Y -.004 3 15 MP ALPHA1 X -.006 9 16 MP ALPHA1 X -.006 3 17 MP BETA1 Y -.004 9 18 MP BETA1 Y -.004 3 19 MP BETA1 X -.006 9 20 MP BETA1 X -.006 3 21 MP GAMMA1 Y -.007 9 22 MP GAMMA1 Y -.007 3 23 MP GAMMA1 _- X -.011 9 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135- Updated Model (Additions) MDDs) -JEM.R3D] Page 27 l l RISA Job Number POD 5:18 AM Checked2By ,,.c, „qN, Model Name : 874135 Member Point Loads (BLC 17 : Maintanence (60)) (Continued) Member Label Direction Macinitudefk,k-ft] Locationlft%1 24 MP GAMMA1 X -.011 3 25 MP ALPHA2 Y -.002 9 26 MP ALPHA2 Y -.002 7 27 MP ALPHA2 X -.003 9 28 MP ALPHA2 X -.003 7 29 MP BETA2 Y -.002 9 30 MP BETA2 Y -.002 7 31 MP BETA2 X -.003 9 32 MP BETA2 X -.003 7 33 MP GAMMA2 Y -.003 9 34 MP GAMMA2 Y -.003 7 35 MP GAMMA2 X -.005 9 36 MP GAMMA2 X -.005 7 37 ' MP ALPHA2 Y -.002 5 38 MP ALPHA2 Y -.002 3 39 MP ALPHA2 X -.003 5 40 MP ALPHA2 X -.003 3 41 MP BETA2 Y -.002 5 42 MP BETA2 Y -.002 3 43 MP BETA2 X -.003 5 44 MP BETA2 X -.003 3 45 MP GAMMA2 Y -.003 5 46 MP GAMMA2 Y -.003 3 47 MP GAMMA2 X -.005 5 48 MP GAMMA2 X -.005 3 49 MP ALPHA4 Y -.002 4 50 MP ALPHA4 X -.003 4 51 MP BETA4 Y -.002 4 52 MP BETA4 X -.003 4 53 MP GAMMA4 Y -.003 4 54 MP GAMMA4 X -.004 4 55 MP ALPHA4 Y -.002 6 56 MP ALPHA4 X -.004 6 57 MP BETA4 Y -.002 6 58 MP BETA4 X -.004 6 59 MP GAMMA4 Y -.003 6 60 MP GAMMA4 X -.005 6 61 MP ALPHA1 Y -.003 6 62 MP ALPHA1 X -.005 6 63 MP BETA1 Y __ -.003 6 64 MP BETA) X -.005 6 65 MP GAMMA1 Y -.004 6 66 MP GAMMA1 X -.007 6 67 MP ALPHAI Y -.001 4 68 MP ALPHAI X -.002 4 69 MP BETA1 Y -.001 4 70 MP BETA1 X -.002 4 71 MP GAMMA1 Y -.002 4 72 MP GAMMA1 X -.003 4 73 MP ALPHA4 Y -.002 6 74 MP ALPHA4 X -.003 6 75 MP BETA4 Y -.002 6 76 MP BETA4 X -.003 6 77 MP GAMMA4 Y I -.004 6 78 . MP GAMMA4 X -.007 - 6 79 MP BETA5 Y -.004 6 80 MP BETA5 X -.006 6 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 28 Company : Feb 18,202 I'IRISA Jobigumber : POD Ch8 M By2 ,,F,,, Model Name : 874135 Member Point Loads (BLC 17 : Maintanence (60)) (Continued) Member Label Direction Magnitudefk,k-ftl Location[ft.%] 81 MP ALPHA2 Y -.003 6 82 MP ALPHA2 X -.006 6 Member Point Loads (BLC 18 : Maintanence (90)) Member Label Direction Magnitude[k.k-ft1 Location[ft,%] 1 MP ALPHA4 X -.007 9 2 MP ALPHA4 X -.007 3 3 MP BETA4 X -.015 9 4 MP BETA4 X -.015 3 5 MP GAMMA4 X -.015 9 6 MP GAMMA4 X -.015 3 7 MP ALPHA1 X -.005 9 8 MP ALPHA1 X -.005 3 9 MP BETA1 X -.011 9 10 MP BETA1 X -.011 3 11 MP GAMMA1 X -.011 9 12 MP GAMMA( -X -.011 3 13 MP ALPHA2 X -.003 9 14 MP ALPHA2 X -.003 7 15 MP BETA2 X -.005 9 16 MP BETA2 X -.005 7 17 MP GAMMA2 X -.005 9 18 MP GAMMA2 X -.005 7 19 MP ALPHA2 X -.003 5 20 MP ALPHA2 X -.003 3 21 MP BETA2 X -.005 5 22 MP BETA2 X -.005 3 23 MP GAMMA2 X -.005 5 24 MP GAMMA2 X -.005 3 25 MP ALPHA4 X -.003 4 26 MP BETA4 X -.005 4 27 MP GAMMA4 X -.005 4 28 MP ALPHA4 X -.004 6 29 MP BETA4 X -.006 6 30 MP GAMMA4 X -.006 6 31 MP ALPHA( X -.006 6 32 MP BETA1 X -.007 6 33 MP GAMMA1 X -.007 6 34 MP ALPHA1 X -.002 4 35 MP BETA1 X -.003 4 36 MP GAMMA1 X -.003 4 37 MP ALPHA4 X -.003 6 38 MP BETA4 X -.006 6 39 MP GAMMA4 X -.006 _ 6 40 MP BETA5 'X -.007 6 41 MP ALPHA2 X -.007 6 Member Point Loads (BLC 19 : Maintanence (120)) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP ALPHA4 Y _ .005 9 2 MP ALPHA4 Y .005 3 3 MP ALPHA4 X -.008 9 4 MP ALPHA4 X -.008 3 5 MP BETA4 Y .009 9 6 MP BETA4 Y .009 3 7 MP BETA4 X -.015 9 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135- Updated Model (Additions) MDDs)-JEM.R3D] Page 29 IICompany : POD Feb 18,2022 I R'SJob INuber ChekdBy: h NEMESCHLKCUVPAN'r Model Name : 874135 Member Point Loads (BLC 19 : Maintanence (1201) (Continued) Member Label Direction Magnitudefk,k-ftl Locationfft,%1 8 MP BETA4 X -.015 3 9 MP GAMMA4 Y .005 9 10 MP GAMMA4 Y .005 3 11 MP GAMMA4 X -.008 9 12 MP GAMMA4 X -.008 3 13 MP ALPHAI Y .004 9 14 MP ALPHAI Y .004 3 15 MP ALPHA1 X -.006 9 16 MP ALPHAI X -.006 3 17 MP BETA1 Y .007 9 18 MP BETA1 Y .007 3 19 MP BETA1 X -.011 9 20 MP BETA1._, X -.011 3 21 MP GAMMA1 Y .004 9 22 MP GAMMA1 Y .004 3 23 MP GAMMA1 X -.006 9 24 MP GAMMA1 X -.006 3 25 MP ALPHA2 Y .002 9 26 MP ALPHA2 Y .002 7 27 MP ALPHA2 X -.003 9 28 MP ALPHA2 X -.003 7 29 MP BETA2 Y .003 9 30 MP BETA2 Y .003 7 31 MP BETA2 X -.005 9 32 MP BETA2 X -.005 7 33 MP GAMMA2 Y .002 9 34 MP GAMMA2 Y .002 7 35 MP GAMMA2 X -.003 9 36 MP GAMMA2 X -.003 7 37 MP ALPHA2 Y .002 5 38 MP ALPHA2 Y .002 3 39 MP ALPHA2 X -.003 5 40 MP ALPHA2 X -.003 3 41 MP BETA2 Y .003 5 42 MP BETA2 Y .003 3 43 MP BETA2 X -.005 5 44 MP BETA2 X -.005 3 45 MP GAMMA2 Y .002 5 46 MP GAMMA2 Y .002 3 47 MP GAMMA2 X -.003 5 48 MP GAMMA2 I X -.003 3 49 MP ALPHA4 Y .002 4 50 MP ALPHA4 X -.003 4 51 MP BETA4 Y .003 4 52 MP BETA4 X -.004 4 53 MP GAMMA4 Y .002 4 54 MP GAMMA4 X -.003 4 55 MP ALPHA4 Y .002 6 56 MP ALPHA4 X -.004 6 57 MP BETA4 Y .003 6 58 MP BETA4 X -.005 _ 6 59 MP GAMMA4 Y .002 6 60 MP GAMMA4 X -.004 _ 6 61 MP ALPHA1 Y .003 6 62 MP ALPHAI X 1 -.005 6 63 MP BETA1 Y .004 6 64 MP BETA1 X -.007 6 RISA-3D Version 17.0.4 [T:\...1...\...1...\(PL22) 874135 - Updated Model (Additions! MDDs)-JEM.R3D] Page 30 Company : POD Feb 18,2022 ''�'�� Designer 18 AM ke Job Number C Checked By: P.N EMETSC.+EK COWPANY Model Name : 874135 Member Point Loads (BLC 19 : Maintanence (120)) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%1 65 MP GAMMAI Y .003 6 66 MP GAMMA1 X -.005 6 67 MP ALPHAI Y .001 4 68 MP ALPHA1 X -.002 4 69 MP BETA1 Y .002 4 70 MP BETA1 X -.003 4 71 MP GAMMA1 Y .001 4 72 MP GAMMA1 X -.002 4 73 MP ALPHA4 Y .002 6 74 1 MP ALPHA4 X -.003 6 75 MP BETA4 Y .004 6 76 MP BETA4 X -.007 6 77 MP GAMMA4 Y .002 6 78 i MP GAMMA4 X -.003 6 79 MP BETAS Y .004 6 80 I MP BETA5 X -.006 6 81 MP ALPHA2 Y .003 6 82 1 MP ALPHA2 X -.006 6 Member Point Loads (BLC 20 : Maintanence (150)) Member Label _ Direction Magnitude[k,k-ftl Location[ft,%] 1 MP ALPHA4 Y .013 9 2 MP ALPHA4 Y .013 3 3 MP ALPHA4 X -.007 9 4 MP ALPHA4 X -.007 3 5 MP BETA4 Y .013 9 6 MP BETA4 Y .013 3 7 MP BETA4 X -.007 9 8 MP BETA4 X -.007 3 9 MP GAMMA4 Y .006 9 10 MP GAMMA4 Y .006 3 11 MP GAMMA4 _ X -.003 9 12 MP GAMMA4 X -.003 3 13 MP ALPHA1 Y .01 9 14 MP ALPHAI Y .01 3 15 MP ALPHA1 X -.006 9 16 MP ALPHAI X -.006 3 17 MP BETA1 Y .01 9 18 MP BETA1 Y .01 3 19 MP BETA1 X -.006 9 20 MP BETA1 X -.006 3 21 MP GAMMA1 Y .005 9 22 MP GAMMAI Y .005 3 23 MP GAMMA1 X -.003 9 24 MP GAMMAI X -.003 3 25 MP ALPHA2 Y .004 9 26 MP ALPHA2 Y .004 7 27 MP ALPHA2 X -.002 9 28 MP ALPHA2 X -.002 7 29 MP BETA2 Y .004 9 30 MP BETA2 Y .004 7 31 MP BETA2 X -.002 9 32 MP BETA2 X -.002 7 33 MP GAMMA2 Y .003 9 34 MP GAMMA2 Y .003 7 35 MP GAMMA2 X -.001 9 RISA-3D Version 17.0.4 [T:\...1...1...\...\(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 31 Company : POD Feb 18, 2022 5:18 AM I''R' A Job INumber Checked By: ,,� Model Name : 874135 Member Point Loads (BLC 20 : Maintanence (150)) (Continued) Member Label Direction Maanitudefk,k-ftl Locationfft.%1 36 MP GAMMA2 X -.001 7 37 MP ALPHA2 Y .004 5 38 1 MP ALPHA2 Y .004 3 39 MP ALPHA2 X -.002 5 40 1 MP ALPHA2 X -.002 3 41 MP BETA2 Y .004 5 42 MP BETA2 Y .004 3 43 MP BETA2 X -.002 5 44 MP BETA2 X -.002 3 45 MP GAMMA2 Y .003 5 46 MP GAMMA2 Y .003 3 47 MP GAMMA2 X -.001 5 48 MP GAMMA2 X -.001 3 49 MP ALPHA4 Y .004 4 50 MP ALPHA4 X -.002 4 51 MP BETA4 Y .004 4 52 MP BETA4 X -.002 4 53 MP GAMMA4 Y .003 4 54 MP GAMMA4 X -.002 4 55 MP ALPHA4 Y .005 6 56 MP ALPHA4 X -.003 6 57 MP BETA4 Y .005 6 58 MP BETA4 X -.003 6 59 MP GAMMA4 Y .003 6 60 , MP GAMMA4 X • -.002 6 61 MP ALPHA1 Y .006 6 62 MP ALPHA1 X -.004 6 63 MP BETA1 Y .006 - 6 64 MP BETA1 X -.004 6 65 MP GAMMA1 Y - .005 6 66 MP GAMMA1 X -.003 6 67 MP ALPHA1 Y .003 4 68 MP ALPHA1 X -.002 4 69 MP BETA1 Y .003 4 70 MP BETA1 X -.002 4 71 MP GAMMA1 Y .002 4 72 MP GAMMA1 X -.001 4 73 MP ALPHA4 Y .005 6 74 MP ALPHA4 X -.003 6 75 MP BETA4 Y .005 6 76 MP BETA4 X -.003 6 77 MP GAMMA4 Y .002 6 78 MP GAMMA4 X -.001 6 79 MP BETA5 Y .006 6 80 MP BETA5 X -.004 6 81 MP ALPHA2 Y .006 6 82 MP ALPHA2 X -.003 6 Member Point Loads (BLC 21 : Maintanence (180)) Member Label Direction _ Magnitude[k.k-ft] Location[ft.%] 1 MP ALPHA4 Y .018 9 2 MP ALPHA4 Y .018 3 3 MP BETA4 Y .009 9 4 MP BETA4 Y .009 3 5 MP GAMMA4 Y .009 9 6 MP GAMMA4 Y ___1 .009 3 RISA-3D Version 17.0.4 [T:\...1...1...\...\(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 32 Company : POD Feb 18,2022 'I RISA Designer : 5:18 AM Job Number Checked By: ',NEW-SC,, „„, Model Name : 874135 Member Point Loads (BLC 21 : Maintanence (180)) (Continued) Member Label Direction Magnitude[k,k-ftl Location[ft,%] 7 MP ALPHAI Y .013 9 8 MP ALPHA1 Y .013 3 9 MP BETA1 Y .007 9 10 MP BETA1 Y .007 3 11 MP GAMMA1_ Y .007 9 12 MP GAMMA1 Y .007 3 13 MP ALPHA2 Y .005 9 14 MP ALPHA2 Y .005 7 15 MP BETA2 Y .004 9 16 MP BETA2 Y .004 7 17 MP GAMMA2 Y .004 9 18 MP GAMMA2 Y .004 7 19 MP ALPHA2 Y .005 5 20 MP ALPHA2 Y .005 3 21 MP BETA2 Y .004 5 22 MP BETA2 Y .004 3 23 MP GAMMA2 Y .004 5 24 MP GAMMA2 Y .004 3 25 MP ALPHA4 Y .005 4 26 MP BETA4 Y .004 4 27 MP GAMMA4 Y .004 4 28 MP ALPHA4 Y .006 6 29 MP BETA4 Y .005 6 30 MP GAMMA4 Y .005 6 31 MP ALPHA1 Y .008 6 32 MP BETA1 Y .006 6 33 MP GAMMA1 Y .006 6 34 MP ALPHA1 Y .004 4 35 MP BETA1 Y .002 4 36 MP GAMMA1 Y .002 4 37 MP ALPHA4 Y .008 6 38 MP BETA4 Y .004 6 39 MP GAMMA4 Y .004 6 40 MP BETA5 Y .007 6 41 MP ALPHA2 Y .007 6 Member Point Loads (BLC 22 : Maintanence (210)) Member Label Direction Magnitude[k,k-ftl Location[ft,%] 1 MP ALPHA4 Y .013 9 2 MP ALPHA4 Y .013 3 3 MP ALPHA4 X .007 9 4 MP ALPHA4 X .007 3 5 MP BETA4 Y .006 9 6 MP BETA4 Y .006 3 7 MP BETA4 X .003 9 8 MP BETA4 X .003 3 9 MP GAMMA4 Y .013 9 10 MP GAMMA4 Y .013 3 11 MP GAMMA4 X .007 9 12 MP GAMMA4 X .007 3 13 MP ALPHA1 Y .01 9 14 MP ALPHA1 Y .01 1 3 15 MP ALPHA1 X .006 9 16 MP ALPHA1 X .006 3 17 MP BETA1 Y .005 _ 9 18 MP BETA1 Y 1 .005 3 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22)874135- Updated Model (Additions) MDDs) -JEM.R3D] Page 33 Company : Feb 18, IIII 5:18 AM 022 RISA Job INumber POD Che k d2By: hNEM11FTSC EKcarrPANv Model Name : 874135 Member Point Loads (BLC 22 : Maintanence (210)) (Continued) Member Label _ Direction _ Magnitudejk,k-ft] Location[ft,%] 19 MP BETA1 X _003. 9 20 MP BETA1 X .003 3 21 MP GAMMA1 Y .01 9 22 MP GAMMA1 Y .01 3 23 MP GAMMA1 X .006 9 24 MP GAMMA1 X .006 3 25 MP ALPHA2 Y .004 9 26 MP ALPHA2 Y .004 7 27 MP ALPHA2 X .002 9 28 MP ALPHA2 X .002 7 29 _ MP BETA2 Y .003 9 30 MP BETA2 Y .003 7 31 _ MP BETA2 X .001 9 32 MP BETA2 X .001 1 7 33 MP GAMMA2 Y .004 9 34 MP GAMMA2 Y .004 f 7 35 MP GAMMA2 X .002 9 36 MP GAMMA2 X .002 7 37 MP ALPHA2 Y .004 5 38 MP ALPHA2 Y .004 3 39 MP ALPHA2 X .002 5 40 MP ALPHA2 X .002 3 41 MP BETA2 Y .003 5 42 MP BETA2 Y .003 3 43 MP BETA2 X .001 5 44 MP BETA2 X .001 3 45 MP GAMMA2 Y .004 5 46 MP GAMMA2 Y .004 3 47 MP GAMMA2 X .002 5 48 MP GAMMA2 X .002 3 49 MP ALPHA4 Y .004 4 50 MP ALPHA4 X .002 4 51 MP BETA4 Y .003 4 52 MP BETA4 X .002 4 53 MP GAMMA4 Y .004 4 54 MP GAMMA4 X .002 4 55 MP ALPHA4 Y .005 6 56 MP ALPHA4 X .003 6 57 MP BETA4 Y .003 6 58 MP BETA4 X .002 6 59 MP GAMMA4 Y .005 6 60 MP GAMMA4 X .003 6 61 MP ALPHA1 Y .006 6 _ 62 MP ALPHA1 X .004 6 63 MP BETA1 Y .005 6 64 MP BETA1 X .003 6 65 MP GAMMA1 Y .006 6 66 MP GAMMA1 X .004 6 67 MP ALPHAI Y .003 4 j 68 MP ALPHA1 X .002 4 69 MP BETA1 Y .002 4 70 MP BETA1 X .001 4 71 MP GAMMA1 Y .003 4 72 MP GAMMA1 X .002 4 73 MP ALPHA4 Y .005 _ 6 74 MP ALPHA4 X .003 6 75 MP BETA4 Y .002 6 RISA-3D Version 17.0.4 [T:\...1...1...\...\(PL22)874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 34 Company : Feb 18, 022 I''R'SA JDob(Number POD Checked 2By: Nevr-sc,., Model Name : 874135 Member Point Loads (BLC 22 : Maintanence (210)) (Continued) Member Label Direction _ Magnitudefk,k-ftl Locationfft.%1 76_ MP BETA4 ' X .001 _ 6 77 MP GAMMA4 Y .005 6 78 MP GAMMA4 X .003 6 79 MP BETA5 Y .006 6 80 MP BETA5 X .004 6 81 MP ALPHA2_ Y .006 6 82 MP ALPHA2 X .003 6 Member Point Loads (BLC 23 : Maintanence (240)) Member Label Direction Magnitudefk,k-ftl_ Location]ft,%] 1 ' MP ALPHA4 Y .005 9 2 MP ALPHA4 Y .005 ' 3 3 MP ALPHA4 X .008 9 4 MP ALPHA4 X .008 3 5 MP BETA4 Y .005 9 6 MP BETA4 Y .005 3 7 MP BETA4 X .008 9 8 MP BETA4 X .008 3 9 MP GAMMA4 Y .009 9 10 MP GAMMA4 Y .009 3 11 MP GAMMA4 X .015 9 12 MP GAMMA4 X .015 3 13 MP ALPHA1 Y .004 9 14 MP ALPHA1 Y .004 3 15 MP ALPHA1 X .006 9 16 MP ALPHA1 X .006 3 17 MP BETA1 Y .004 9 18 MP BETA1 Y .004 3 19 I MP BETA1 X .006 9 20 I MP BETA1 X .006 3 21 MP GAMMA1 Y .007 9 22 MP GAMMA( Y .007 3 23 MP GAMMA1 X .011 9 24 MP GAMMA( X .011 3 25 MP ALPHA2 Y .002 9 26 MP ALPHA2 Y .002 7 ' 27 MP ALPHA2 X .003 9 28 MP ALPHA2 X .003 7 29 MP BETA2 Y .002 9 30 MP BETA2 Y .002 7 31 MP BETA2 X .003 9 32 MP BETA2 X .003 7 ' 33 MP GAMMA2 Y .003 9 34 MP GAMMA2 Y .003 7 35 MP GAMMA2 X .005 9 36 MP GAMMA2 X .005 7 37 MP ALPHA2 Y .002 5 38 MP ALPHA2 Y .002 3 39 MP ALPHA2 X .003 5 40 MP ALPHA2 X .003 3 41 MP BETA2 Y .002 5 42 MP BETA2 Y .002 3 43 MP BETA2 X .003 5 44 MP BETA2 X .003 3 45 MP GAMMA2 Y .003 5 46 MP GAMMA2 Y .003 3 RISA-3D Version 17.0.4 [T:\...\...1...\...\(PL22)874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 35 Company : Feb 18, I''RISA Job INumber : POD Che k d2By: Model Name : 874135 Member Point Loads (BLC 23 : Maintanence (240)) (Continued) Member Label Direction Magnitude[k,k-ft1 Location[ft.%] 47 MP GAMMA2 X .005 5 48 MP GAMMA2 X .005 3 49 MP ALPHA4 Y .002 4 50 MP ALPHA4 X .003 4 51 MP BETA4 Y .002 4 52 MP BETA4 X .003 4 53 MP GAMMA4 Y .003 4 54 MP GAMMA4 X .004 4 55 MP ALPHA4 Y .002 6 56 MP ALPHA4 X .004 6 57 MP BETA4 Y .002 6 58 MP BETA4 X .004 6 59 MP GAMMA4 Y .003 6 60 MP GAMMA4 X .005 6 61 MP ALPHA1 Y .003_ 6 62 MP ALPHA1 X .005 6 63 MP BETA1 Y .003 6 64 MP BETA1 X .005 6 65 MP GAMMA1 Y .004 6 66 MP GAMMA1 X .007 6 67 MP ALPHA1 Y .001 4 68 MP ALPHA1 X I .002 4 69 MP BETA1 Y .001 4 70 MP BETA1 X .002 4 71 MP GAMMA1 Y .002 4 72 MP GAMMAI X .003 4 73 MP ALPHA4 Y .002 6 74 MP ALPHA4 X .003 6 75 MP BETA4 Y .002 6 76 MP BETA4 X .003 6 77 MP GAMMA4 Y .004 6 78 MP GAMMA4 X .007 6 79 MP BETA5 Y .004 6 80 MP BETA5 X .006 6 81 __ MP ALPHA2 Y .003 6 82 MP ALPHA2 X .006 6 Member Point Loads (BLC 24 : Maintanence (270)) Member Label Direction Magnitudelk,k-ftl Location[ft,%] 1 MP ALPHA4 X .007 9 2 MP ALPHA4 X .007 3 3 MP BETA4 X 1 .015 9 4 MP BETA4 X .015 3 5 MP GAMMA4 X .015 9 6 MP GAMMA4 X .015 3 7 MP ALPHAI X .005 9 8 MP ALPHAI X .005 3 9 MP BETA1 X .011 9 10 MP BETA1 X . .011 3 11 MP GAMMA1 X .011 9 12 MP GAMMA1 X .011 3 13 MP ALPHA2 X .003 9 14 MP ALPHA2 X .003 7 15 MP BETA2 X .005 9 16 MP BETA2 X .005 7 17 MP GAMMA2 X .005 9 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 36 Company : POD Feb 18,2022 ''IRISA Designer : 5:18 AM Job Number Checked By: ;,NE,,,-,,, ,,; Model Name : 874135 Member Point Loads (BLC 24 : Maintanence (270)) (Continued) Member Label Direction _ Magnitude[k,k-ftl Locatioltt%9l_- 18 MP GAMMA2 X .005 7 19 MP ALPHA2 X .003 5 _ _ 20 MP ALPHA2 X .003 r 3 21 MP BETA2 X .005 5 22 MP BETA2 X .005 1 3 23 MP GAMMA2 X .005 5 24 MP GAMMA2 X .005 3 25 MP ALPHA4 X _ .003 4 26 MP BETA4 X .005 4 27 MP GAMMA4 X .005 4 28 MP ALPHA4 X .004 6 29 _ MP BETA4 X .006 6 30 MP GAMMA4 X .006 6 31 __MPALPHA1 X .006 6 32 MP BETA1 X .007 6 33 MP GAMMA1 X .007 6 34 MP ALPHA1 X .002 4 35 MP BETA1 X .003 4 36 MP GAMMA1 X .003 4 37 MP ALPHA4 X .003 6 38 MP BETA4 X .006 6 39 MP GAMMA4 _ X .006 6 40 MP BETA5 X .007 6 41 MP ALPHA2 - X .007 6 J Member Point Loads (BLC 25 : Maintanence (300)) Member Label Direction Magnitude[k,k-ft] Location[ft,%1 1 MP ALPHA4 Y -.005 9 2 MP ALPHA4 Y -.005 3 3 MP ALPHA4 X .008 9 4 ! MP ALPHA4 X .008 3 5 MP BETA4 Y -.009 9 6 MP BETA4 Y -.009 3 7 MP BETA4 X .015 9 8 MP BETA4 X .015 3 9 MP GAMMA4 Y -.005 9 10 MP GAMMA4 T Y -.005 3 11 MP GAMMA4 X .008 9 12 MP GAMMA4 X .008 3 13 MP ALPHA1 1 Y -.004 9 14 MP ALPHA1 Y -.004 3 15 MP ALPHAI X .006 9 16 MP ALPHA1 X - .006 3 17 MP BETA1 Y -.007 9 18 MP BETA1 Y -.007 3 19 MP BETA1 X .011 9 20 MP BETA1 X .011 3 21 MP GAMMA1 Y -.004 9 22 MP GAMMA1 Y -.004 3 23 MP GAMMA1 X .006 9 24 MP GAMMA1 X .006 3 25 MP ALPHA2 Y -.002 9 26 MP ALPHA2 Y -.002 7 27 MP ALPHA2 X .003 9 28 MP ALPHA2 X .003 7 29 MP BETA2 Y -.003 9 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 37 Company : POD Feb 18,2022 I'IRISA Designer 5:18AM Job Number Checked By: ,WMe-sc„FKCoM1'PRNY Model Name : 874135 Member Point Loads (BLC 25 : Maintanence (300)) (Continued) Member Label Direction Magnitude[k,k-ftl Locationfft.%1 30 MP BETA2 Y -.003 7 31 MP BETA2 X .005 9 32 MP BETA2 X .005 7 33 MP GAMMA2 Y -.002 9 34 MP GAMMA2 Y -.002 7 35 MP GAMMA2 X .003 9 36 MP GAMMA2 X .003 7 37 MP ALPHA2 Y -.002 5 38 MP ALPHA2 Y -.002 3 39 MP ALPHA2 X .003 5 40 MP ALPHA2 X .003 3 41 MP BETA2 Y -.003 5 42 MP BETA2 Y -.003 3 43 MP BETA2 X .005 5 44 MP BETA2 X .005 3 45 MP GAMMA2 Y -.002 5 46 MP GAMMA2 Y -.002 3 47 MP GAMMA2 X .003 5 48 MP GAMMA2 X .003 3 49 MP ALPHA4 Y -.002 4 50 MP ALPHA4 X .003 4 51 MP BETA4 Y -.003 4 52 MP BETA4 X .004 4 53 MP GAMMA4 Y -.002 4 54 MP GAMMA4 X .003 4 55 MP ALPHA4 Y -.002 6 56 MP ALPHA4 X .004 6 57 MP BETA4 Y -.003 6 58 MP BETA4 X .005 6 59 MP GAMMA4 Y -.002 6 60 MP GAMMA4 X .004 6 61 MP ALPHA1 Y -.003 6 62 MP ALPHA1 X .005 6 63 MP BETA1 Y -.004 6 64 MP BETA1 X .007 6 65 MP GAMMA1 Y -.003 6 66 MP GAMMA1 X .005 6 67 MP ALPHA1 Y -.001 4 68 MP ALPHA1 X .002 4 69 MP BETA1 Y -.002 4 70 MP BETA1 X .003 4 71 MP GAMMA1 Y -.001 4 72 MP GAMMA1 X .002 4 73 MP ALPHA4 Y -.002 6 74 MP ALPHA4 X .003 6 75 MP BETA4 Y -.004 6 76 MP BETA4 X .007 6 77 MP GAMMA4 Y -.002 6 78 MP GAMMA4 X .003 6 79 MP BETA5 Y -.004 6 80 MP BETA5 X .006 6 81 MP ALPHA2 Y -.003 6 82 MP ALPHA2 X .006 6 Member Point Loads (BLC 26 : Maintanence (330)) Member Label Direction Magnitude[k,k-ft] Location[ft,%] RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135- Updated Model (Additions) MDDs)-JEM.R3D] Page 38 Company : Feb 18, 022 I 1'R'SA Job INn ber POD Checked 2By: .1'-SCHEK COMPANY Model Name : 874135 Member Point Loads (BLC 26 : Maintanence (330)) (Continued) Member Label Direction Magnitude[k,k-ftl Location[ft.%] 1 MP ALPHA4 Y -.013 9 2 MP ALPHA4 Y 1 .-.013 3 3 MP ALPHA4 X .007 9 4 MP ALPHA4 X .007 3 5 MP BETA4 Y -.013 9 6 MP BETA4 Y -.013 3 7 MP BETA4 X .007 9 8 MP BETA4 X .007 3 9 MP GAMMA4 Y -.006 9 10 MP GAMMA4 Y -.006 3 11 MP GAMMA4 X .003 9 12 MP GAMMA4 X .003 3 13 MP ALPHAI Y -.01 9 14 MP ALPHA1 Y -.01 3 15 MP ALPHAI X .006 9 16 MP ALPHAI X .006 3 17 MP BETA1 Y -.01 9 18 MP BETA1 Y -.01 3 19 MP BETA1 X .006 9 20 MP BETA1 X .006 3 21 MP GAMMA1 Y -.005 19 22 MP GAMMA1 Y -.005 3 23 MP GAMMA1 X .003 9 24 MP GAMMA1 X .003 3 25 MP ALPHA2 Y -.004 9 26 MP ALPHA2 Y -.004 7 27 MP ALPHA2 X .002 9 28 MP ALPHA2 X .002 7 1 29 MP BETA2 Y -.004 9 30 MP BETA2 Y -.004 7 31 MP BETA2 X .002 9 32 MP BETA2 X .002 7 33 MP GAMMA2 Y -.003 9 34 MP GAMMA2 Y -.003 7 35 MP GAMMA2 X .001 9 36 MP GAMMA2 X .001 7 37 MP ALPHA2 Y -.004 5 38 MP ALPHA2 Y -.004 3 ' 39 MP ALPHA2 X .002 5 40 MP ALPHA2 X .002 3 41 MP BETA2 Y -.004 5 42 MP BETA2 Y -.004 3 43 MP BETA2 X .002 5 44 MP BETA2 X .002 3 45 MP GAMMA2 1 Y -.003 5 46 MP GAMMA2 Y -.003 3 47 MP GAMMA2 X .001 5 48 MP GAMMA2 X .001 3 49 MP ALPHA4 Y -.004 4 50 MP ALPHA4 X .002 4 51 MP BETA4 Y -.004 4 52 MP BETA4 X .002 4 53 MP GAMMA4 Y -.003 4 54 MP GAMMA4 X .002 4 55 MP ALPHA4 Y -.005 6 56 MP ALPHA4 X .003 1 6 57 MP BETA4 Y -.005 6 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135- Updated Model (Additionsl MDDs)-JEM.R3D] Page 39 Company : POD Feb 18,2022 'IRIS Designer 5:18 AM Job Number Checked By: - „co�.„,, Model Name : 874135 Member Point Loads (BLC 26 : Maintanence (330)) (Continued) Member Label _ Direction Maonitudefk,k-ftl Locationfft.%1 58 MP BETA4 _ X .003 6 59 MP GAMMA4 Y -.003 6 60 MP GAMMA4 X .002 6 61 MP ALPHA1 Y -.006 6 62 MP ALPHA1 X .004 6 63 MP BETA1 Y -.006 6 64 MP BETA1 X .004 6 65 MP GAMMA1 Y -.005 6 66 MP GAMMA1 X .003 6 67 ' MP ALPHA1 Y -.003 4 68 MP ALPHA1 X .002 4 69 ' MP BETA1 Y -.003 4 70 MP BETA1 X .002 4 71 MP GAMMA1 Y -.002 4 72 MP GAMMA1 X .001 4 73 MP ALPHA4 Y -.005 6 74 ! MP ALPHA4 X .003 6 75 MP BETA4 Y -.005 6 76 MP BETA4 X .003 6 77 MP GAMMA4 Y -.002 6 78 MP GAMMA4 X .0.01 6 79 MP BETAS Y -.006 6 80 MP BETAS X .004 6 81 MP ALPHA2 Y -.006 6 82 MP ALPHA2 X _- .003 6 Member Point Loads (BLC 27 : Ice Dead Load) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP ALPHA4 Z -.217 i 9 2 MP ALPHA4 Z -.217 3 3 MP BETA4 Z -.217 9 4 MP BETA4 Z -.217 3 5 MP GAMMA4 Z -.217 9 6 MP GAMMA4 Z -.217 3 ' 7 MP ALPHA1 Z -.173 9 8 MP ALPHA1 Z -.173 3 9 MP BETA1 Z -.173 9 10 MP BETA1 Z -.173 3 11 MP GAMMA1 Z -.173 9 12 MP GAMMA1 Z -.173 3 13 MP ALPHA2 Z -.064 9 11 14 MP ALPHA2 Z -.064 7 15 MP BETA2 Z -.064 9 16 MP BETA2 Z -.064 7 17 MP GAMMA2 Z -.064 9 18 MP GAMMA2 Z -.064 7 19 MP ALPHA2 Z -.063 5 20 MP ALPHA2 Z I -.063 3 21 MP BETA2 Z -.063 5 22 MP BETA2 Z -.063 3 23 MP GAMMA2 Z -.063 _ 5 24 MP GAMMA2 Z -.063 3 25 MP ALPHA4 Z -.069 4 26 MP BETA4 Z -.069 4 27 MP GAMMA4 Z -.069 4 28 MP ALPHA4 Z -.08 6 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135 - Updated Model (Additions) MDDs)- JEM.R3D] Page 40 Company : POD Feb 18,2022 I''RISA oblNumr ber Checked By: „rIel,,,7q�w Model Name : 874135 Member Point Loads (BLC 27 : Ice Dead Load) (Continued) Member Label Direction Magnitude[k,k-ft] Locationfft.%] 29 MP BETA4 Z -.08 6 30 MP GAMMA4 Z -.08 6 31 MP ALPHA1 Z -.102 6 32 MP BETA1 Z -.102 6 33 MP GAMMA1 Z -.102 6 34 MP ALPHA1 Z -.053 4 35 MP BETA1 Z -.053 4 36 1 MP GAMMA1 Z -.053 4 37 MP ALPHA4 Z -.094 6 38 MP BETA4 Z -.094 6 39 MP GAMMA4 Z -.094 6 40 MP BETAS Z -.108 6 41 MP ALPHA2 Z -.101 6 Member Point Loads (BLC 28 : Ice Wind Load(0)) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP ALPHA4 Y _ -.019 9 2 MP ALPHA4 Y -.019 3 3 MP BETA4 Y -.011 9 4 MP BETA4 Y -.011 3 5 ' MP GAMMA4 Y -.011 9 I 6 MP GAMMA4 Y -.011 3 7 MP ALPHA1 Y -.014 9 8 MP ALPHA1 Y -.014 3 9 MP BETA1 Y -.009 9 10 MP BETA1 Y -.009 3 11 MP GAMMA1 Y -.009 9 12 MP GAMMA1 I Y -.009 3 13 MP ALPHA2 Y -.004 9 14 MP ALPHA2 1 Y -.004 7 15 MP BETA2 Y -.003 9 16 MP BETA2 Y -.003 7 17 MP GAMMA2 Y -.003 9 18 MP GAMMA2 Y -.003 7 19 MP ALPHA2 Y -.004 5 20 MP ALPHA2 Y -.004 3 21 MP BETA2 Y -.003 5 22 MP BETA2 Y -.003 3 23 MP GAMMA2 Y -.003 5 24 MP GAMMA2 Y -.003 3 25 MP ALPHA4 Y -.004 4 26 MP BETA4 Y -.003 4 27 MP GAMMA4 Y -.003 4 28 MP ALPHA4 Y -.005 6 29 MP BETA4 Y -.004 6 30 MP GAMMA4 Y -.004 6 31 MP ALPHA1 Y -.006 6 32 MP BETA1 Y -.005 6 33 MP GAMMA1 Y -.005 6 34 MP ALPHA1 Y -.003 4 35 MP BETA1 Y -.002 _ 4 36 MP GAMMAI Y -.002 4 37 MP ALPHA4 Y -.006 6 38 MP BETA4 Y -.003 6 39 MP GAMMA4 Y -.003 6 40 MP BETA5 Y -.006 6 RISA-3D Version 17.0.4 [T:\...1...1...1...\(PL22) 874135 - Updated Model (Additions) MDDs)- JEM.R3D] Page 41 Company : POD Feb 18, 2022 5:18 AM I',RISA oblNumber Checked By: .,, ,h,p„ Model Name : 874135 Member Point Loads (BLC 28 : Ice Wind Load(0)) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft(%] 41 MP ALPHA2 Y -.006 6 Member Point Loads (BLC 29 : Ice Wind Load(30)) Member Label Direction Magnitudetk.k-ftq, Location[ft.%1 1 MP ALPHA4 Y -.014 9 2 MP ALPHA4 Y -.014 3 3 _ MP ALPHA4 X -.008 9 4 MP ALPHA4 X -.008 3 5 MP BETA4 Y -.007 9 6 MP BETA4 Y -.007 3 7 MP BETA4 X -.004 9 8 MP BETA4 X -.004 3 9 MP GAMMA4 Y -.014 9 10 MP GAMMA4 Y -.014 3 11 MP GAMMA4 X -.008 9 12 MP GAMMA4 X -.008 3 13 MP ALPHA1 Y -.011 9 14 MP ALPHAI Y -.011 3 15 MP ALPHA1 X -.006 9 16 MP ALPHAI X -.006 3 17 MP BETA1 Y -.006 9 18 MP BETA1 Y 1 -.006 3 19 MP BETA1 X -.004 9 20 MP BETA) X -.004 3 21 MP GAMMA1 Y -.011 9 22 MP GAMMA1 Y -.011 3 23 MP GAMMA1 X -.006 9 ' 24 MP GAMMA1 X -.006 3 25 MP ALPHA2 Y -.003 9 26 , MP ALPHA2 Y -.003 7 27 MP ALPHA2 X -.002 9 28 , MP ALPHA2 X -.002 7 29 MP BETA2 Y -.002 9 30 MP BETA2 Y -.002 7 31 MP BETA2 X • -.001 9 --------------- 32 MP BETA2 X -.001 7 33 MP GAMMA2 Y -.003 9 34 MP GAMMA2 Y -.003 7 35 MP GAMMA2 X -.002 9 36 MP GAMMA2 X -.002 7 37 MP ALPHA2 Y -.003 5 38 MP ALPHA2 Y -.003 3 39 MP ALPHA2 X -.002 5 40 MP ALPHA2 X -.002 3 41 MP BETA2 Y -.002 5 42 MP BETA2 Y -.002 3 43 MP BETA2 X -.001 5 44 MP BETA2 X • -.001 i 3 45 MP GAMMA2 Y -.003 5 46 MP GAMMA2 Y -.003 3 47 MP GAMMA2 X -.002 5 48 MP GAMMA2 X -.002 3 49 MP ALPHA4 Y -.004 4 50 MP ALPHA4 X -.002 4 51 MP BETA4 Y -.003 __ 4 52 MP BETA4 X -.002 4 RISA-3D Version 17.0.4 [T:\...1...1...1...1(PL22) 874135- Updated Model (Additions) MDDs)- JEM.R3D] Page 42 Company : Feb 18, 022 III RISA Job Nn ber : POD Checked 2By: FNEME-SCNEK CCNPANY Model Name : 874135 Member Point Loads (BLC 29 : Ice Wind Load(301) (Continued) Member Label Direction Magnitude[k,k-ftl Location[ft,%] 53 MP GAMMA4 Y -.004 4 54 MP GAMMA4 X -.002 4 55 MP ALPHA4 Y -.004 6 56 MP ALPHA4 X -.002 6 57 MP BETA4 Y -.003 6 58 MP BETA4 X -.002 6 59 MP GAMMA4 Y -.004 6 60 MP GAMMA4 X -.002 6 61 MP ALPHAI Y -.005 6 62 MP ALPHAI X -.003 6 63 MP BETA1 Y -.004 6 64 MP BETA1 X -.003 6 65 MP GAMMA1 Y -.005 6 66 MP GAMMA1 X -.003 6 67 MP ALPHAI Y -.003 4 68 MP ALPHAI X -.002 4 69 MP BETA1 Y -.002 4 70 MP BETA1 X -.001 4 71 MP GAMMA1 Y -.003 4 72 MP GAMMA1 X -.002 4 73 MP ALPHA4 Y -.005 6 74 MP ALPHA4 X -.003 6 75 MP BETA4 Y -.002 6 76 MP BETA4 X -.001 6 77 MP GAMMA4 Y -.005 6 78 MP GAMMA4 X -.003 6 79 MP BETA5 Y -.005 6 80 MP BETA5 X -.003 6 81 MP ALPHA2 Y -.005 6 82 MP ALPHA2 X -.003 6 Member Point Loads (BLC 30 : Ice Wind Load (60)) Member Label Direction Magnitude[k,k-ft] Location ft°/f o] 1 MP ALPHA4 Y -.005 9 2 MP ALPHA4 Y -.005 3 3 MP ALPHA4 X -.009 9 4 MP ALPHA4 X -.009 3 5 MP BETA4 Y -.005 9 6 MP BETA4 Y -.005 3 7 MP BETA4 X -.009 9 ' 8 MP BETA4 X -.009 3 9 MP GAMMA4 Y -.009 9 10 MP GAMMA4 Y -.009 3 11 MP GAMMA4 X -.016 9 12 MP GAMMA4 X -.016 3 13 MP ALPHAI Y -.004 9 14 MP ALPHA1 Y -.004 3 15 MP ALPHAI X -.008 9 16 MP ALPHAI X -.008 3 17 MP BETA1 Y -.004 9 18 MP BETA1 Y -.004 3 19 MP BETA1 X -.008 9 20 MP BETA1 X -.008 3 21 MP GAMMA1 Y -.007 9 22 MP GAMMA1 Y -.007 3 23 MP GAMMA1 X -.012 9 RISA-3D Version 17.0.4 [T:\...1...\...\...\(PL22)874135- Updated Model (Additions) MDDs)-JEM.R3D] Page 43 IICompany : POD Feb 18, 2022 I R'SA Job Number Cheke By: A NEME?SCHEK Cnr,IPANY Model Name : 874135 Member Point Loads (BLC 30 : Ice Wind Load(60)) (Continued) Member Label Direction Magnitud k-ftl Locationfft,%1 24 MP GAMMA1 X -.012 _ 3 25 MP ALPHA2 Y -.001 9 26 MP ALPHA2 Y -.001 7 27 MP ALPHA2 X -.003 9 28 MP ALPHA2 X -.003 7 29 MP BETA2 Y -.001 9 30 MP BETA2 Y 1 -.001 7 31 MP BETA2 X -.003 9 32 MP BETA2 X -.003 7 33 MP GAMMA2 Y -.002 9 34 MP GAMMA2 Y -.002 7 35 MP GAMMA2 X -.004 9 36 MP GAMMA2 X -.004 7 37 MP ALPHA2 Y -.001 5 38 MP ALPHA2 Y -.001 3 39 MP ALPHA2 X -.003 5 40 MP ALPHA2 X -,003 3 41 MP BETA2 Y -.001 5 42 MP BETA2 Y -.001 3 43 MP BETA2 X -.003 5 44 MP BETA2 X -.003 3 45 MP GAMMA2 Y -.002 5 46 MP GAMMA2 Y -.002 3 47 MP GAMMA2 X -.004 5 48 MP GAMMA2 X -.004 3 49 MP ALPHA4 Y -.002 4 50 MP ALPHA4 X -.003 4 51 MP BETA4 Y -.002 4 52 MP BETA4 X -.003 4 53 MP GAMMA4 Y -.002 4 54 i MP GAMMA4 X -.004 4 55 MP ALPHA4 Y -.002 6 56 MP ALPHA4 X -.004 6 57 MP BETA4 Y -.002 6 58 MP BETA4 X -.004 6 59 i MP GAMMA4 Y -.003 6 60 MP GAMMA4 X -.005 6 61 MP ALPHA1 Y -.003 6 62 MP ALPHA1 X -.005 6 63 MP BETA1 Y -.003 6 64 MP BETA1 ( X -.005 6 65 MP GAMMA1 Y _-.003 6 66 MP GAMMAI X -.006 6 67 MP ALPHA1 Y -.001 4 68 MP ALPHA1 X -.002 4 69 MP BETA1 Y -.001 4 70 MP BETA1 X -.002 4 71 MP GAMMA1 Y -.002 4 72 MP GAMMA1 X -.003 4 73 MP ALPHA4 Y -.002 6 74 MP ALPHA4 X -.003 6 75 MP BETA4 Y -.002 6 76 MP BETA4 X -.003 6 77 MP GAMMA4 Y -.003 6 78 MP GAMMA4 X -.005 6 79 MP BETAS Y -.003 6 80 MP BETA5 X -.005 6 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 44 Company : POD Feb 18,2022 'I RISA Designer 5:18 AM Job Number Checked By: NFME-SCNEK COMRhNY Model Name : 874135 Member Point Loads (BLC 30 : Ice Wind Load(60)) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft.%] 81 MP ALPHA2 _ Y -.003 6 82 MP ALPHA2 X -.005 6 Member Point Loads (BLC 31 : Ice Wind Load(90)) Member Label Direction Magnitude[k.k-ft] Location[ft,%] 1 MP ALPHA4 X -.008 9 2 MP ALPHA4 X -.008 3 3 ' MP BETA4 X -.016 9 4 MP BETA4 X -.016 3 5 MP GAMMA4 X -.016 9 6 MP GAMMA4 X -.016 3 7 MP ALPHA1 X -.007 9 8 MP ALPHAI X -.007 3 9 MP BETA1 X -.013 9 10 MP BETA1 X -.013 3 11 MP GAMMA1 X -.013 9 12 MP GAMMA1 X -.013 3 13 MP ALPHA2 X -.003 9 14 MP ALPHA2 X -.003 7 15 MP BETA2 X -.004 9 16 MP BETA2 X -.004 7 17 MP GAMMA2 X -.004 9 18 MP GAMMA2 X -.004 7 19 MP ALPHA2 X -.003 5 20 MP ALPHA2 X -.003 3 21 MP BETA2 X -.004 5 22 _ MP BETA2 X -.004 3 23 MP GAMMA2 X -.004 5 24 MP GAMMA2 X -.004 3 25 MP ALPHA4 X -.003 4 26 MP BETA4 X -.004 4 27 MP GAMMA4 X -.004 4 28 MP ALPHA4 X -.004 6 29 MP BETA4 X -.005 6 30 MP GAMMA4 X -.005 6 31 MP ALPHA1 X -.005 6 32 MP BETA1 X -.006 6 33 MP GAMMA1 X -.006 6 34 MP ALPHA1 X -.002 4 35 MP BETA1 X -.003 4 36 MP GAMMA1 X -.003 4 37 MP ALPHA4 X -.003 6 38 MP BETA4 I X -.005 6 39 MP GAMMA4 X -.005 6 40 MP BETA5 X -.006 6 41 MP ALPHA2 X -.006 6 Member Point Loads (BLC 32 : Ice Wind Load(120)) Member Label Direction_ Magnitude[k,k-ftl Location[ft,%1 1 MP ALPHA4 Y .005 9 2 MP ALPHA4 Y .005 3 3 MP ALPHA4 X -.009 9 4 MP ALPHA4 X -.009 3 5 MP BETA4 Y .009 9 6 MP BETA4 Y .009 3 7 MP BETA4 X -.016 I 9 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 45 Company : Feb 18,I 5:18 AM 022 11 RISA Job INumber : POD Che k d2By: ,,ae,.ie sc.,=- Model Name : 874135 Member Point Loads (BLC 32 : Ice Wind Load(120)) (Continued) Member Label Direction Maanitudefk,k-ftl Locationfft,%l 8 MP BETA4 X -.016 3 9 MP GAMMA4 Y .005 9 10 MP GAMMA4 Y .005 3 11 MP GAMMA4 X -.009 9 12 MP GAMMA4 X -.009 3 13 MP ALPHA1 Y .004 9 14 MP ALPHAI Y .004 3 15 MP ALPHAI X -.008 9 16 MP ALPHA1 X -.008 3 17 MP BETA1 Y .007 9 18 MP BETA1 Y .007 3 19 MP BETA1 X -.012 9 20 MP BETA1 X -.012 3 21 MP GAMMA1 Y .004 __-- 9_--__ __-- 22 MP GAMMA1 Y .004 3 23 MP GAMMA1 X -.008 9 24 MP GAMMA1 X -.008 3 25 MP ALPHA2 Y .001 9 26 MP ALPHA2 Y .001 7 27 MP ALPHA2 X -.003 9 28 MP ALPHA2 X -.003 7 29 MP BETA2 Y .002 9 30 . MP BETA2 Y .002 7 31 MP BETA2 X -.004 9 32 MP BETA2 X -.004 7 33 MP GAMMA2 Y .001 9 34 MP GAMMA2 Y .001 7 35 MP GAMMA2 X -.003 9 36 MP GAMMA2 X -.003 7 37 MP ALPHA2 Y .001 5 38 MP ALPHA2 Y .001 3 39 MP ALPHA2 X -.003 5 40 MP ALPHA2 X -.003 3 41 MP BETA2 Y .002 5 42 MP BETA2 Y .002 3 43 MP BETA2 X -.004 5 44 MP BETA2 X -.004 3 45 MP GAMMA2 Y .001 5 46 MP GAMMA2 Y I .001 3 47 MP GAMMA2 X -.003 5 48 MP GAMMA2 X -.003 3 49 MP ALPHA4 Y .002 4 50 MP ALPHA4 X -.003 4 51 MP BETA4 Y .002 4 52 MP BETA4 X -.004 4 53 MP GAMMA4 Y .002 4 54 MP GAMMA4 X -.003 4 55 MP ALPHA4 Y .002 6 56 MP ALPHA4 X -.004 6 57 MP BETA4 Y .003 6 58 MP BETA4 X -.005 6 59 MP GAMMA4 Y .002 6 60 MP GAMMA4 X -.004 6 61 MP ALPHA1 Y .003 6 62 MP ALPHA1 X -.005 6 63 MP BETA1 Y .003 6 64 MP BETA1 X -.006 6 RISA-3D Version 17.0.4 [T:\...1...\...1...\(PL22) 874135 - Updated Model (Additionsl MDDs) -JEM.R3D] Page 46 Company : POD Feb 18,2022 IIIRISA Job N Designeumberr 5:18 AM Checked By: a mrTsceeti coaonNr Model Name : 874135 Member Point Loads (BLC 32 : Ice Wind Load(120)) (Continued) Member Label Direction Magnitude[k,k-ft] Location[%,%u] 65 MP GAMMA1 Y .003 6 66 MP GAMMA1 X -.005 6 67 MP ALPHAI Y .001 4 68 MP ALPHA1 X -.002 4 69 MP BETA1 Y .002 4 70 MP BETA1 X -.003 4 I 71 MP GAMMA1 Y .001 4 72 MP GAMMAI X -.002 4 73 MP ALPHA4 _ Y .002 6 74 MP ALPHA4 X -.003 6 75 MP BETA4 Y .003 6 76 ! MP BETA4 X -.005 6 77 MP GAMMA4 Y .002 6 78 1 MP GAMMA4 X -.003 6 79 MP BETA5 Y .003 6 80 MP BETA5 X -.005 6 81 MP ALPHA2 Y _ .003 6 82 MP ALPHA2 X -.005 6 Member Point Loads (BLC 33 : Ice Wind Load(150)) Member Label Direction Magnitude(k k-ft] Location[ft,%] 1 MP ALPHA4 Y .014 9 2 MP ALPHA4 Y .014 3 3 MP ALPHA4 i X -.008 9 4 MP ALPHA4 X -.008 3 5 MP BETA4 Y .014 9 6 MP BETA4 Y .014 3 7 MP BETA4 X -.008 9 8 MP BETA4 X -.008 3 9 MP GAMMA4 Y .007 9 10 MP GAMMA4 Y .007 3 11 MP GAMMA4 X -.004 9 12 MP GAMMA4 X -.004 3 13 _ MP ALPHA1 Y .011 9 14 - MP ALPHAI Y .011 3 15 MP ALPHA1 X -.006 9 16 MP ALPHA1 X -.006 3 17 MP BETA1 Y .011 9 18 MP BETA1 Y .011 3 19 MP BETA1 X -.006 9 20 MP BETA1 X -.006 3 21 MP GAMMA1 Y .006 9 22 MP GAMMAI Y .006 3 23 MP GAMMA1 X -.004 9 24 MP GAMMAI X -.004 3 25 MP ALPHA2 Y .003 9 26 MP ALPHA2 _ Y .003 7 27 MP ALPHA2 X -.002 9 28 MP ALPHA2 X -.002 7 29 MP BETA2 Y .003 9 30 MP BETA2 Y .003 7 31 MP BETA2 X -.002 9 32 MP BETA2 X -.002 7 33 MP GAMMA2 Y .002 9 34 MP GAMMA2 Y .002 7 35 MP GAMMA2 X -.001 9 RISA-3D Version 17.0.4 [T:\...1...1...\...\(PL22) 874135 - Updated Model (Additions! MDDs) -JEM.R3D] Page 47 5:1 I ICompany : POD Feb 18,2022 I RISA Job Nuber : CheckdBy: ,,,,,,I,,.:,:,,,,,,,,, Model Name : 874135 Member Point Loads (BLC 33 : Ice Wind Load(150)) (Continued) Member Label Direction Magnituderk,k-ftl Locationfft,%1 36 MP GAMMA2 X -.001 7 37 MP ALPHA2 Y .003 5 38 MP ALPHA2 Y .003 3 39 MP ALPHA2 X -.002 5 40 MP ALPHA2 X -.002 3 41 MP BETA2 Y _ .003 5 42 MP BETA2 Y .003 3 43 MP BETA2 X -.002 5 44 MP BETA2 X -.002 3 45 MP GAMMA2 Y .002 5 46 MP GAMMA2 Y .002 3 47 MP GAMMA2 X -.001 5 48 MP GAMMA2 X -.001 3 49 MP ALPHA4 Y .004 4 50 MP ALPHA4 X -.002 4 51 MP BETA4 Y .004 4 52 MP BETA4 X -.002 j 4 53 MP GAMMA4 Y .003 4 54 MP GAMMA4 X -.002 4 55 MP ALPHA4 Y .004 6 56 MP ALPHA4 X -.002 6 57 MP BETA4 Y .004 6 58 MP BETA4 X -.002 6 59 MP GAMMA4 Y .003 6 60 MP GAMMA4 X -.002 6 61 MP ALPHA1 Y .005 6 62 MP ALPHA1 X -.003 6 63 MP BETA1 Y .005 6 64 MP BETA1 X -.003 6 65 MP GAMMA1 Y .004 6 66 MP GAMMA1 X -.003 6 67 MP ALPHA1 Y .003 4 68 MP ALPHAI X -.002 4 69 MP BETA1 Y .003 4 70 MP BETA1 X -.002 4 71 MP GAMMA1 Y .002 4 72 MP GAMMA1 X -.001 4 73 MP ALPHA4 Y .005 6 74 MP ALPHA4 X -.003 6 75 MP BETA4 Y .005 6 76 MP BETA4 X -.003 6 77 MP GAMMA4 Y .002 6 78 MP GAMMA4 X -.001 6 79 MP BETA5 Y .005 6_ 80 MP BETA5 X -.003 6 81 MP ALPHA2 Y .005 6 82 MP ALPHA2 X -.003 6 Member Point Loads (BLC 34 : Ice Wind Load(18011 Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP ALPHA4 Y .019 9 2 MP ALPHA4 Y .019 3 3 MP BETA4 Y .011 9 4 MP BETA4 Y .011 3 5 MP GAMMA4 Y .011 9 6 MP GAMMA4 Y .011 3 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135- Updated Model (Additions! MDDs)-JEM.R3D] Page 48 Company : POD Feb 18,2022 5:18 AM II1 RISA oblNumber Checked By: Model Name : 874135 Member Point Loads (BLC 34 : Ice Wind Load (180)) (Continued) Member Label Direction Magnitude[k.k-ft] Location[ft,%] 7 MP ALPHA1 Y .014 9 8 MP ALPHA1 Y _ .014 3 9 MP BETA1 Y .009 9 10 MP BETA1 Y .009 3 11 MP GAMMA1 Y .009 9 12 MP GAMMA1 Y .009 3 13 MPALPHA2 Y .004 9 14 MPALPHA2 Y .004 7 15 MP BETA2 Y .003 9 16 MP BETA2 Y .003 7 17 MP GAMMA2 Y .003 9 18 MP GAMMA2 Y .003 7 19 MPALPHA2 Y .004 5 20 MPALPHA2 Y .004 3 21 MP BETA2 Y .003 5 22 MP BETA2 Y .003 3 23 MP GAMMA2 Y .003 5 24 MP GAMMA2 Y .003 3 25 MP ALPHA4 Y .004 4 26 MP BETA4 Y .003 4 27 MP GAMMA4 Y .003 4 28 MP ALPHA4 Y .005 6 29 MP BETA4 Y _ .004 6 30 MP GAMMA4 Y .004 6 31 MP ALPHA1 Y .006 6 32 MP BETA1 Y .005 6 33 MP GAMMA1 Y .005 6 34 MP ALPHAI Y .003 4 35 MP BETA1 Y .002 4 36 MP GAMMA1 Y .002 4 37 MP ALPHA4 Y .006 6 38 MP BETA4 Y .003 6 39 MP GAMMA4 Y .003 6 40 MP BETA5 Y .006 6 41 MPALPHA2 Y .006 6 Member Point Loads (BLC 35 : Ice Wind Load(2101) Member Label Direction Magnitude[k,k-ftl Locationfft,%] 1 MP ALPHA4 Y .014 9 2 MP ALPHA4 Y .014 3 3 MP ALPHA4 X .008 9 4 MP ALPHA4 X .008 3 5 _MP BETA4 Y .007 9 6 MP BETA4 Y .007 3 7 '_ MP BETA4 X .004 9 8 MP BETA4 X .004 3 9 - MP GAMMA4 Y .014 9 10 MP GAMMA4 Y .014 3 11 MP GAMMA4 X .008 9 12 MP GAMMA4 X .008 3 13 MP ALPHA1 Y .011 9 14 MP ALPHAI Y .011 3 15 MP ALPHA1 X .006 9 16 MP ALPHAI X .006 3 17 MP BETA1 Y .006 9 18 MP BETA1 Y .006 3 RISA-3D Version 17.0.4 [T:\...1...\...\...\(PL22)874135- Updated Model (Additions! MDDs)-JEM.R3D] Page 49 Company : POD Feb 18, 2022 ''RISA Designer 5:18 AM Job Number Checked By: Model Name : 874135 Member Point Loads (BLC 35 : Ice Wind Load(210)) (Continued) Member Label Direction Magnitude[kk-ftl Location[ft,%] 19 MP BETA1 X .004 9 20 1 MP BETA1 X .004 3 21 MP GAMMA1 Y .011 9 22 ': MP GAMMA1 Y .011 3 23 MP GAMMA1 X .006 9 24 i MP GAMMA1 X .006 3 25 MP ALPHA2 Y .003 9 26 i MP ALPHA2 Y .003 7 27 MP ALPHA2 X .002 9 28 MP ALPHA2 X .002 7 29 MP BETA2 Y .002 9 30 MP BETA2 Y .002 7 31 MP BETA2 X .001 9 32 MP BETA2 X .001 7 33 MP GAMMA2 Y .003 9 34 MP GAMMA2 Y .003 7 35 MP GAMMA2 X .002 9 36 . MP GAMMA2 X .002 7 37 _ MP ALPHA2 Y .003 5 38 MP ALPHA2 Y .003 3 39 MP ALPHA2 X .002 5 40 MP ALPHA2 X .002 3 41 MP BETA2 Y .002 5 42 MP BETA2 Y .002 3 43 MP BETA2 X .001 5 44 MP BETA2 X .001 3 45 MP GAMMA2 Y .003 5 46 MP GAMMA2 Y .003 3 47 MP GAMMA2 X .002 5 48 MP GAMMA2 X .002 3 49 MP ALPHA4 Y .004 4 50 MP ALPHA4 X .002 4 51 MP BETA4 Y .003 4 52 MP BETA4 i X .002 4 53 MP GAMMA4 Y .004 4 54 MP GAMMA4 X .002 4 55 MP ALPHA4 Y .004 6 56 MP ALPHA4 X .002 6 57 MP BETA4 Y .003 6 58 MP BETA4 X .002 6 59 MP GAMMA4 Y .004 6 60 MP GAMMA4 X .002 6 61 MP ALPHA1 Y .005 6 62 MP ALPHA1 X .003 6 63 MP BETA1 Y .004 6 64 MP BETA1 X .003 6 65 MP GAMMA1 Y .005 6 66 MP GAMMA1 X .003 6 67 MP ALPHAI Y .003 4 68 MP ALPHA1 X .002 4 69 MP BETA1 Y .002 4 70 MP BETA1 X .001 4 71 MP GAMMA1 Y .003 4 72 MP GAMMA1 X .002 1 4 73 MP ALPHA4 Y .005 6 74 MP ALPHA4 X .003 6 75 MP BETA4 Y .002 6 RISA-3D Version 17.0.4 [T:\...\...1...1...\(PL22) 874135- Updated Model (Additions) MDDs)-JEM.R3D] Page 50 Company : POD Feb 18, 2022 I RISA Designer 5:18 AM Job Number Checked By: .,,,. Model Name : 874135 Member Point Loads (BLC 35 : Ice Wind Load(210)) (Continued) Member Label Direction Maonitudetk,k-ftl Locationtft.%1 76 MP BETA4 X .001 6 77 MP GAMMA4 Y .005 6 78 MP GAMMA4 X .003 6 79 MP BETA5 Y .005 6 80 MP BETA5 X .003 6 81 MP ALPHA2 Y .005 6 82 MP ALPHA2 X .003 6 Member Point Loads (BLC 36 : Ice Wind Load(240)) Member Label Direction Magnitude[k,k-ft] Location[ft.%] 1 MP ALPHA4 _ Y .005 9 2 MP ALPHA4 Y .005 3 3 MP ALPHA4 X .009 9 4 MP ALPHA4 X .009 3 5 , MP BETA4 Y .005 9 MP BETA4 Y .005 3 7 MP BETA4 X .009 9 8 MP BETA4 X .009 3 9 MP GAMMA4 - Y .009 9 10 MP GAMMA4 Y .009 3 11 MP GAMMA4 X .016 9 12 . MP GAMMA4 X .016 3 13 MP ALPHA1 Y .004 9 14 MP ALPHA1 Y .004 3 15 MP ALPHA1 X .008 9 16 MP ALPHA1 X .008 3 17 MP BETA1 Y .004 9 18 MP BETA1 Y .004 3 19 MP BETA1 X .008 9 20 MP BETA) X .008 3 21 MP GAMMA1 Y .007 9 22 MP GAMMA1 Y .007 3 . 23 MP GAMMA1 X .012 9 24 MP GAMMA1 X .012 3 25 MP ALPHA2 Y .001 9 26 MP ALPHA2 Y .001 7 27 MP ALPHA2 X .003 9 28 MP ALPHA2 X .003 7 29 MP BETA2 Y .001 _ 9 30 MP BETA2 Y .001 7 31 MP BETA2 X .003 9 32 MP BETA2 X .003 7 33 MP GAMMA2 Y .002 9 34 MP GAMMA2 Y .002 7 35 MP GAMMA2 X .004 9 36 MP GAMMA2 X .004 7 37 MP ALPHA2 Y .001 5 38 MP ALPHA2 Y .001 3 39 MP ALPHA2 X .003 5 40 MP ALPHA2 X .003 3 41 MP BETA2 Y .001 5 42 MP BETA2 Y .001 3 43 MP BETA2 X .003 5 44 - MP BETA2 X .003 3 45 MP GAMMA2 Y .002 5 46 MP GAMMA2 Y .002 3 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 51 Company : POD Feb 18,2022 I''RISA Designer 5:18 AM Checked By: N.,IIt _ a xcow-'AN, Model Name 874135 Member Point Loads (BLC 36 : Ice Wind Load (240)) (Continued) Member Label Direction Magnitudelk,k-ftl Location[ft,%1 47 MP GAMMA2 X .004 5 48 i MP GAMMA2 X .004 3 49 MP ALPHA4 Y .002 4 50 MP ALPHA4 X .003 4 51 MP BETA4 Y .002 4 52 MP BETA4 X .003 4 53 MP GAMMA4 Y .002 4 54 MP GAMMA4 X .004 4 55 MP ALPHA4 Y .002 6 56 MP ALPHA4 X .004 6 57 MP BETA4 Y .002 6 58 MP BETA4 X .004 6 59 MP GAMMA4 Y .003 6 60 MP GAMMA4 X .005 6 61 MP ALPHA1 Y .003 6 62 MP ALPHA1 X .005 6 63 MP BETA1 Y .003 6 64 MP BETA1 X .005 6 65 MP GAMMA1 Y .003 6 66 MP GAMMA1 X .006 6 67 MP ALPHA1 Y .001 4 68 MP ALPHA1 i X .002 4 69 MP BETA1 Y .001 4 70 MP BETA1 X .002 4 71 MP GAMMA1 Y .002 4 72 MP GAMMA1 X .003 4 . 73 MP ALPHA4 Y .002 6 74 MP ALPHA4 X .003 6 75 MP BETA4 Y .002 6 76 MP BETA4 X .003 6 77 MP GAMMA4 Y .003 6 ' 78 MP GAMMA4 X .005 6 79 MP BETA5 Y .003 6 80 , MP BETA5 X .005 6 81 MPALPHA2 _ Y .003 6 82 MPALPHA2 X .005 6 Member Point Loads (BLC 37 : Ice Wind Load(270)) Member Label Direction Magnitude[k,k-ft] Location[ft.%] 1 MP ALPHA4 X .008 9 2 MP ALPHA4 X .008 3 3 MP BETA4 X .016 9 4 MP BETA4 X .016 3 5 MP GAMMA4 X _ .016 9 6 MP GAMMA4 X _ .016 3 7 MP ALPHA1 X _ .007 9 8 , MP ALPHA1 X _ .007 3 9 MP BETA1 X .013 9 10 MP BETA1 X .013 3 11 MP GAMMA1 X .013 9 12 MP GAMMA1 X .013 3 13 MPALPHA2 X .003 9 14 MPALPHA2 X .003 7 15 MP BETA2 X .004 9 16 MP BETA2 X .004 7 17 MP GAMMA2 X .004 9 RISA-3D Version 17.0.4 [T:\...1...1...1...\(PL22) 874135- Updated Model (Additions! MDDs)-JEM.R3D] Page 52 Company : Feb 18, 02 I'IRISA Deign ber POD Ch8 ked2B�2 Model Name : 874135 Member Point Loads (BLC 37 : Ice Wind Load(270)) (Continued) Member Label Direction Magnitudefk,k-ftl Locationfft,% 18 MP GAMMA2 X .004 7 19 MP ALPHA2 X .003 5 20 MP ALPHA2 X .003 3 21 MP BETA2 X .004 5 22 MP BETA2 X .004 3 23 MP GAMMA2 X .004 5 24 MP GAMMA2 X .004 3 25 MP ALPHA4 X .003 4 26 MP BETA4 X .004 4 27 MP GAMMA4 X .004 4 28 MP ALPHA4 X .004 _1__ 6 29 MP BETA4 X .005 6 30 MP GAMMA4 X .005 6 31 MP ALPHAI X .005 6 32 MP BETA1 X .006 1 6 33 MP GAMMA1 X .006 6 34 MP ALPHA1 X .002 4 35 MP BETA1 X .003 4 36 MP GAMMA1 X .003 4 37 MP ALPHA4 X .003 1 6 38 MP BETA4 X - .005 6 39 MP GAMMA4 X .005 6 40 MP BETA5 X .006 6 41 MP ALPHA2 _ X .006 6 Member Point Loads (BLC 38 : Ice Wind Load(300)) Member Label Direction Magnitude[k,k-ft] Locationfft,%] 1 MP ALPHA4 Y -.005 9 2 MP ALPHA4 Y -.005 3 3 MP ALPHA4 X .009 9 4 MP ALPHA4 X .009 3 5 MP BETA4 Y -.009 9 6 1 MP BETA4 Y -.009 3 7 MP BETA4 X .016 9 8 MP BETA4 X .016 3 9 MP GAMMA4 Y -.005 9 10 MP GAMMA4 Y -.005 3 11 MP GAMMA4 X .009 9 12 MP GAMMA4 X .009 3 13 MP ALPHA1 Y -.004 9 14 MP ALPHAI Y -.004 3 15 MP ALPHA1 X .008 9 16 MP ALPHA1 X .008 3 17 MP BETA1 Y -.007 9 18 MP BETA1 Y -.007 3 19 MP BETA1 X .012 9 20 MP BETA1 j X .012 3 21 MP GAMMA1 Y -.004 9 22 MP GAMMA1 1 Y -.004 3 23 MP GAMMA1 X .008 9 24 MP GAMMA1 X .008 3 ' 25 MP ALPHA2 Y -.001 9 26 MP ALPHA2 Y -.001 7 27 MP ALPHA2 X .003 9 28 MP ALPHA2 X .003 7 29 MP BETA2 Y -.002 9 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22) 874135 - Updated Model (Additions] MDDs)-JEM.R3D] Page 53 I I I R'SA Company FebPOD :1 18,2022 Designer FAM Job Number Checked By: A NEMETSCNEKO her'ANI, Model Name : 874135 Member Point Loads (BLC 38 : Ice Wind Load(300)) (Continued) Member Label Direction Magnitude[k,k-ftl Locationfft.%1 30 MP BETA2 Y -.002 7 31 MP BETA2 X .004 9 32 MP BETA2 X .004 7 33 MP GAMMA2 Y -.001 9 34 MP GAMMA2 Y -.001 7 35 MP GAMMA2 X .003 9 36 MP GAMMA2 X I .003 7 37 MP ALPHA2 Y -.001 5 38 MP ALPHA2 Y -,001 3 39 MP ALPHA2 X .003 5 40 MP ALPHA2 X .003 3 41 MP BETA2 Y -.002 5 42 MP BETA2 Y -.002 3 43 MP BETA2 X .004 5 44 MP BETA2 X .004 3 45 MP GAMMA2 Y -.001 5 46 MP GAMMA2 Y -.001 I 3 47 MP GAMMA2 X .003 5_ 48 MP GAMMA2 X .003 3 49 MP ALPHA4 Y -.002 4 50 MP ALPHA4 X .003 I 4 51 MP BETA4 Y -.002 4 52 MP BETA4 X .004 4 53 MP GAMMA4 Y -.002 4 54 MP GAMMA4 X .003 4 55 MP ALPHA4 Y -.002 6 56 MP ALPHA4 X .004 6 57 MP BETA4 Y -.003 6 58 MP BETA4 X .005 6 59 MP GAMMA4 Y -.002 6 60 MP GAMMA4 X .004 6 61 MP ALPHA1 Y -.003 6 62 MP ALPHAI X .005 6 63 MP BETA1 Y -.003 6 64 MP BETA1 X .006 6 65 MP GAMMA1 Y -.003 6 66 MP GAMMA1 X .005 6 67 MP ALPHA1 Y -.001 4 68 MP ALPHA1 X .002 4 69 MP BETA1 Y -.002 4 70 MP BETA1 X .003 4 71 MP GAMMA1 Y -.001 4 72 MP GAMMA1 X .002 4 73 MP ALPHA4 Y -.002 6 74 MP ALPHA4 X .003 6 75 MP BETA4 Y -.003 6 76 MP BETA4 X .005 6 77 MP GAMMA4 Y -.002 6 78 MP GAMMA4 X .003 6 79 MP BETAS Y -.003 6 80 MP BETA5 X .005 6 81 MP ALPHA2 Y -.003 6 82 MP ALPHA2 X .005 6 Member Point Loads (BLC 39 : Ice Wind Load(330)) Member Label Direction Magnitude[k,k-ft] Location[ft,%] RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135- Updated Model (Additions) MDDs)-JEM.R3D] Page 54 Company : Feb 18, 02 IIIRISA obiNumber : POD 5:1 kedBy2 „-„„,,,, Model Name : 874135 Member Point Loads (BLC 39 : Ice Wind Load(330)) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft.%] 1 _ MP ALPHA4 Y -.014 9 2 MP ALPHA4 Y -.014 3 3 MP ALPHA4 X .008 9 4 MP ALPHA4 X .008 3 5 MP BETA4 Y -.014 9 6 MP BETA4 Y -.014 3 7 MP BETA4 X .008 9 8 MP BETA4 X .008 3 9 MP GAMMA4 Y -.007 9 10 MP GAMMA4 Y -.007 3 11 MP GAMMA4 X .004 9 12 MP GAMMA4 X .004 3 13 MP ALPHA1 Y -.011 9 14 MP ALPHA1 Y -.011 3 15 MP ALPHA1 X .006 9 16 MP ALPHA1 X .006 3 17 MP BETA1 Y -.011 9 18 MP BETA1 Y 011 3 19 MP BETA1 X .006 9 20 MP BETA1 X .006 3 7 21 MP GAMMA1 Y -.006 9 22 MP GAMMA1 Y -.006 3 23 MP GAMMA1 X .004 9 24 MP GAMMA1 X .004 3 25 MP ALPHA2 Y -.003 9 26 MP ALPHA2 • Y -.003 7 27 MP ALPHA2 X .002 9 28 MP ALPHA2 X .002 7 29 MP BETA2 Y -.003 9 30 MP BETA2 Y -.003 7 31 1 MP BETA2 X .002 9 32 MP BETA2 X .002 7 33 MP GAMMA2 Y -.002 9 34 MP GAMMA2 Y -.002 7 35 MP GAMMA2 X .001 9 36 MP GAMMA2 X .001 7 37 MP ALPHA2 Y -.003 5 38 MP ALPHA2 Y -.003 3 39 MP ALPHA2 X .002 5 40 MP ALPHA2 X .002 3 41 MP BETA2 Y -.003 5 42 MP BETA2 Y -.003 3 43 MP BETA2 X .002 5 44 MP BETA2 X .002 3 45 MP GAMMA2 Y -.002 5 46 MP GAMMA2 Y -.002 3 47 MP GAMMA2 1 X .001 5 48 MP GAMMA2 X .001 3 49 MP ALPHA4 Y -.004 4 50 MP ALPHA4 X .002 4 51 MP BETA4 Y -.004 4 52 MP BETA4 X .002 4 53 MP GAMMA4 Y -.003 4 54 MP GAMMA4 X .002 4 55 MP ALPHA4 Y -.004 6 56_ MP ALPHA4 X .002 6 57 MP BETA4 Y -.004 6 RISA-3D Version 17.0.4 [T:\...1...\...\...\(PL22)874135 - Updated Model (Additionsl MDDs) -JEM.R3D] Page 55 Company : Feb 18, I I I R'SA Job INumber : POD Che k d2By2 .NEME1SCHHK COMPANY Model Name : 874135 Member Point Loads (BLC 39 : Ice Wind Load(330)) (Continued) Member Label Direction Maanitude[k,k-ftl Locationlft,%1 58 MP BETA4 X .002 6 59 MP GAMMA4 Y -.003 6 60 MP GAMMA4 X .002 6 61 ' MP ALPHA1 Y -.005 6 62 MP ALPHAI X .003 6 63 MP BETA1 Y -.005 6 64 MP BETA1 [ X .003 6 65 MP GAMMA1 Y -.004 6 ' 66 MP GAMMA1 X .003 6 67 MP ALPHA1 Y -.003 4 68 MP ALPHA1 X .002 4 69 MP BETA1 Y -.003 4 70 MP BETA1 X .002 4 ' 71 MP GAMMA1 Y -.002 4 72 MP GAMMA1 X .001 4 73 MP ALPHA4 Y -.005 6 I 74 MP ALPHA4 _ X .003 6 75 MP BETA4 Y -.005 6 76 MP BETA4 X .003 6 77 MP GAMMA4 Y -.002 6 78 MP GAMMA4 X .001 6 79 MP BETAS Y -.005 6 80 MP BETAS X .003 6 81 MP ALPHA2 Y -.005 6 82 MP ALPHA2 X .003 6 Member Point Loads (BLC 40 : Earthquake (x-direction)) Member Label Direction Magnitude[k,k-ftl Location[ft,%[ 1 MP ALPHA4 X -.026 9 2 MP ALPHA4 X -.026 3 3 MP BETA4 X -.026 9 4 MP BETA4 X -.026 3 5 MP GAMMA4 X -.026 _ 9 6 MP GAMMA4 X -.026 3 7 MP ALPHA1 X -.021 9 8 MP ALPHA1 X -.021 _ 3 9 MP BETA1 X -.021 9 10 MP BETA1 X -.021 3 11 MP GAMMA1 X -.021 9 12 MP GAMMA1 X -.021 3 13 MP ALPHA2 X -.017 9 14 MP ALPHA2 X -.017 7 15 MP BETA2 X -.017 9 16 MP BETA2 X I -.017 7 17 MP GAMMA2 X -.017 9 18 MP GAMMA2 X -.017 7 19 MP ALPHA2 X -.017 5 20 MP ALPHA2 X -.017 3 21 MP BETA2 X -.017 5 22 MP BETA2 X -.017 3 23 MP GAMMA2 X -.017 5 24 MP GAMMA2 X -.017 3 25 MP ALPHA4 X -.018 4 26 MP BETA4 X -.018 4 27 MP GAMMA4 X -.018 4 28 MP ALPHA4 X j- -.019 6 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 56 Company : Feb 18, 02 I I I R ISA obit ember POD 5:1 AM Ch ked2B�2 Model Name : 874135 Member Point Loads (BLC 40 : Earthquake (x-direction)) (Continued) Member Label Direction - Magnitude[k,k-ft] Location[ft,%] 29 MP BETA4 X -.019 6 30 MP GAMMA4 X -.019 6 31 MP ALPHA1 X -.023 6 32 MP BETA1 X -.023 6 33 MP GAMMA1 X -.023 6 34 MP ALPHA1 X -.012 4 35 MP BETA1 X -.012 4 36 MP GAMMA1 X -.012 4 37 MP ALPHA4 X -.034 6 38 MP BETA4 X -.034 6 39 MP GAMMA4 X -.034 6 40 MP BETAS X -.011 6 41 MP ALPHA2 X -.005 6 Member Point Loads (BLC 41 : Earthquake (v-direction)) Member Label _ Direction Magnitude[k,k-ft] Location[ft,%] 1 MP ALPHA4 Y -.026 9 2 MP ALPHA4 I Y -.026 3 3 MP BETA4 Y -.026 9 4 MP BETA4 Y -.026 3 5 MP GAMMA4 Y -.026 9 6 MP GAMMA4 Y -.026 3 7 MP ALPHA1 _ Y -.021 9 8 MP ALPHA1 Y -.021 3 9 MP BETA1 Y -.021 9 10 MP BETA) Y -.021 3 11 MP GAMMA1 Y -.021 9 12 MP GAMMA1 Y -.021 3 13 MP ALPHA2 Y -.017 9 14 MP ALPHA2 Y -.017 7 15 MP BETA2 Y -.017 9 16 MP BETA2 Y -.017 7 17 MP GAMMA2 ' Y -.017 9 18 MP GAMMA2 Y -.017 7 19 MP ALPHA2 Y -.017 5 20 MP ALPHA2 Y -.017 3 21 MP BETA2 Y -.017 5 22 MP BETA2 Y -.017 3 23 MP GAMMA2 Y -.017 5 ' 24 MP GAMMA2 Y -.017 3 25 MP ALPHA4 Y -.018 4 26 MP BETA4 Y -.018 4 27 MP GAMMA4 Y -.018 4 28 MP ALPHA4 Y -.019 6 29 MP BETA4 Y -.019 6 30 MP GAMMA4 Y -.019 6 31 MP ALPHA1 Y -.023 6 32 MP BETA1 Y -.023 6 33 MP GAMMA1 Y -.023 6 34 MP ALPHA1 Y -.012 4 35 MP BETA1 Y -.012 4 36 MP GAMMA1 Y -.012 4 37 MP ALPHA4 Y -.034 6 38 MP BETA4 Y 1 -.034 6 39 MP GAMMA4 Y -.034 6 40 MP BETAS Y -.011 6 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 57 I I I R ISA Designer 5:18 AM os Number POD CheckeCompany : Feb 18,d BY2 Model Name : 874135 Member Point Loads (BLC 41 : Earthquake (v-direction)) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 41 MP ALPHA2 Y -.005 6 Member Point Loads (BLC 42 : Earthquake (z-direction)) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP ALPHA4 Z -.011 9 2 MP ALPHA4 Z -.011 3 3 MP BETA4 Z -.011 9 4 MP BETA4 Z -.011 3 5 MP GAMMA4 Z -.011 9 6 MP GAMMA4 Z -.011 3 7 MP ALPHA1 Z -.008 9 8 MP ALPHA1 Z -.008 3 9 MP BETA1 Z -.008 9 10 MP BETA1 Z -.008 3 11 MP GAMMA1 Z -.008 9 12 MP GAMMA1 Z -.008 3 13 MP ALPHA2 Z -.007 9 14 MP ALPHA2 Z -.007 7 15 MP BETA2 Z -.007 9 16 MP BETA2 Z -.007 7 17 MP GAMMA2 Z -.007 9 18 1 MP GAMMA2 Z -.007 7 19 MP ALPHA2 Z -.007 5 20 MP ALPHA2 Z -.007 3 21 MP BETA2 Z -.007 5 22 MP BETA2 Z -.007 3 23 MP GAMMA2 Z -.007 5 24 MP GAMMA2 Z -.007 3 25 MP ALPHA4 Z -.007 4 26 MP BETA4 Z -.007 4 27 MP GAMMA4 Z -.007 4 28 MP ALPHA4 Z -.008 6 29 MP BETA4 Z -.008 6 30 MP GAMMA4 1 Z -.008 6 31 MP ALPHA1 Z -.009 6 32 MP BETA1 Z -.009 6 33 MP GAMMA1 Z -.009 6 34 MP ALPHA1 I Z -.005 4 35 MP BETA1 Z -.005 4 36 MP GAMMA1 , Z -.005 4 37 MP ALPHA4 Z -.014 6 38 MP BETA4 Z -.014 6 39 MP GAMMA4 Z -.014 6 40 MP BETA5 Z -.004 6 41 MP ALPHA2 Z -.002 6 Member Distributed Loads (BLC 2 : Wind Load(0)) Member Label Direction Start Magnitude[klft,... End Magnitude[k/ft,F... Start Location[ft,%] End Location[ft(%] 1 TOP STANDOFF3 PY -.007 -.007 0 0 2 TOP STANDOFF2 PY -.007 -.007 0 0 3 TOP STANDOFF1 PY -.007 -.007 0 0 4 TOP FACES PY -.015 -.015 0 0 5 TOP FACE2 PY -.015 -.015 0 0 16 TOP FACE1 PY 1 -.007 -.007 0 0 7 SO VERTICAL9 PY -.004 -.004 0 0 RISA-3D Version 17.0.4 [T:\...1...\...\...\(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 58 Company : Feb 18,202 I I I R ISA De igumber : POD Ch8 M By2 C3wPaNv Model Name : 874135 Member Distributed Loads (BLC 2 : Wind Load(0)) (Continued) Member Label Direction Start Maonitudefklft.... End Maonitudefk/ft,F... Start Locationfft,%1 End Locationfft,%1 _ 8 SO VERTICAL8 PY -.004 -.004 0 0 9 SO VERTICAL? PY -.004 -.004 0 0 �0 SO VERTICALS PY -.004 -.004 0 0 11 SO VERTICAL4 PY -.004 -.004 0 0 12 SO VERTICAL2 PY -.004 -.004 0 -I 0 13 SO VERTICAL1 PY -.004 -.004 0 0 14 SO DIGAONAL3 PY -.004 -.004 0 0 15 SO DIAGONAL6 PY -.004 -.004 0 0 16 SO DIAGONAL5 PY -.004 -.004 0 0 17 SO DIAGONAL4 PY -.004 -.004 0 0 18 SO DIAGONAL2 PY -.004 -.004 0 0 19 SO DIAGONAL1 PY -.004 -.004 0 0 20 SO ANGLE6 PY -.006 -.006 0 0 21 SO ANGLE5 PY -.006 -.006 0 0 22 SO ANGLE4 PY -.006 -.006 0 0 23 SO ANGLE3 PY -.006 -.006 0 0 24 SO ANGLE2 PY -.006 -.006 0 0 25 SO ANGLE1 PY -.006 -.006 0 0 26 SR3 PY -.003 -.003 0 0 27 MP GAMMA4B PY -.006 -.006 0 0 28 MP GAMMA4 PY -.006 -.006 0 ! 0 29 MP GAMMA2B PY -.006 -.006 0 0 30 MP GAMMA2 PY -.006 -.006 0 0 31 MP GAMMA1 PY -.006 -.006 0 0 32 MP BETAS PY -.006 -.006 0 0 33 MP BETA4 PY -.006 -.006 0 0 34 MP BETA2 PY -.006 -.006 0 0 35 MP BETA1 PY -.006 -.006 0 0 36 MP ALPHA4 PY -.006 -.006 0 0 37 MP ALPHA2 PY -.006 -.006 0 0 38 MP ALPHA1 B PY -.006 -.006 0 0 39 MP ALPHA1 PY -.006 -.006 0 ___ 0 40 FACE3B EXT PY -.009 -.009 0 1 0 41 FACE3A EXT PY -.009 -.009 0 0 42 FACE1B EXT PY -.009 -.009 0 0 43 FACE1A EXT PY -.009 -.009 0 0 44 EXS012 PY -.003 -.003 0 0 45 EXS010 PY -.003 -.003 0 0 46 EXS09 PY -.003 -.003 0 0 47 EXS07 PY -.003 -.003 0 0 48 EXS06 PY -.003 -.003 0 0 49 EXS05 PY -.003 -.003 0 0 50 EXS03 PY -.003 -.003 0 0 51 EXS02 PY -.003 -.003 0 0 52 DIAGONAL18 PY -.009 -.009 0 ( 0 53 DIAGONAL17 PY -.009 -.009 0 0 54 DIAGONAL16 PY -.009 -.009 0 0 55 DIAGONAL15 PY -.009 -.009 0 0 56 DIAGONALI4 PY -.009 -.009 0 7 0 57 DIAGONAL13 PY -.009 -.009 0 0 58 DIAGONAL12 PY -.009 -.009 0 0 59 DIAGONAL11 PY -.009 -.009 0 0 60 DIAGONAL10 PY -.009 -.009 0 0 61 , DIAGONAL9 _._,-- PY _-.009 .009 0 0 62 DIAGONAL8 PY -.009 -.009 0 0 63 DIAGONAL7 1 PY -.009 -.009 0 0 -_ 64 DIAGONAL6 PY -.009 -.009 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 59 Company : Feb 18,2022 I 5:18 AM 11 R'SA Job Number POD Checked By: ANEMETS: CONPAryv Model Name : 874135 Member Distributed Loads (BLC 2 : Wind Load(0)) (Continued) Member Label Direction Start Magnitude[k/ft.... End Magnitudejk/ft.F... Start Location[ft,%] End Location[ft,%] 65 DIAGONAL5 PY -.009 -.009 0 0 66 DIAGONAL4 PY -.009 -.009 0 0 67 DIAGONAL3 PY -.009 -.009 0 0 68 DIAGONAL2 PY -.009 -.009 0 0 69 DIAGONAL1 PY -.009 -.009 0 0 70 CONN ANGLE6 PY -.013 -.013 0 0 71 CONN ANGLE5 PY -.013 -.013 0 0 72 CONN ANGLE4 PY -.013 -.013 0 0 73 CONN ANGLE3 PY -.013 -.013 0 0 74 CONN ANGLE2 PY -.013 -.013 0 0 75 CONN ANGLE1 PY -.013 -.013 0 0 76 BOTTOM STANDOFF3 PY -.007 -.007 0 0 77 BOTTOM STANDOFF2 PY -.007 -.007 0 0 78 BOTTOM STANDOFF1 PY -.007 -.007 0 0 79 BOTTOM FACE3 PY -.015 -.015 0 0 80 BOTTOM FACE2 PY -.015 -.015 0 0 81 BOTTOM FACE1 PY -.007 -.007 0 0 82 MP1 PY -.004 -.004 0 0 83 MP2 PY -.004 -.004 0 0 84 MP3 PY -.004 -.004 0 0 85 SR1 PY -.003 -.003 0 0 86 SO VERTICAL3 PY -.004 -.004 0 0 87 SR2 PY -.003 -.003 0 0 88 SO VERTICAL6 PY -.004 -.004 0 0 Member Distributed Loads (BLC 4 : Wind Load(30)) Member Label Direction Start Magnitude[k/ft.... End Magnitude[k/ft.F... Start Location[ft.%1 End Location[ft,%] 1 TOP STANDOFF3 PY -.006 -.006 0 0 2 TOP STANDOFF2 PY -.006 -.006 0 0 3 TOP STANDOFF1 PY -.006 -.006 0 0 4 TOP FACE3 PY -.013 -.013 0 0 5 TOP FACE2 PY -.013 -.013 0 0 6 TOP FACE1 PY -.006 -.006 0 0 7 SO VERTICAL9 PY -.004 -.004 0 0 8 SO VERTICAL8 PY -.004 -.004 0 0 9 SO VERTICAL7 PY -.004 -.004 0 0 10 SO VERTICAL5 PY -.004 -.004 0 0 11 SO VERTICAL4 PY -.004 -.004 0 0 12 SO VERTICAL2 PY -.004 -.004 0 0 13 SO VERTICAL1 PY -.004 -.004 0 0 14 SO DIGAONAL3 PY -.004 -.004 0 0 15 SO DIAGONAL6 PY -.004 -.004 0 0 16 - SO DIAGONAL5 PY -.004 -.004 0 0 17 SO DIAGONAL4 PY -.004 -.004 0 0 18 SO DIAGONAL2 PY -.004 -.004 0 0 19 SO DIAGONAL1 PY -.004 -.004 0 0 20 SO ANGLE6 PY -.006 -.006 0 0 21 SO ANGLE5 PY -.006 -.006 0 0 22 SO ANGLE4 PY -.006 -.006 0 0 23 SO ANGLE3 PY -.006 -.006 0 0 24 SO ANGLE2 PY -.006 -.006 0 0 25 SO ANGLE1 PY -.006 -.006 0 0 26 . SR3 PY -.002 -.002 0 0 27 MP GAMMA4B PY -.005 -.005 0 0 28 MP GAMMA4 PY -.005 -.005 0 0 29 MP GAMMA2B PY -.005 -.005 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22)874135- Updated Model (Additions) MDDs) -JEM.R3D] Page 60 Company : POD Feb 18, 2022 'I RISA Designer 5:18 AM Job Number Checked By: a NENISCHLK C96n.. Model Name : 874135 Member Distributed Loads (BLC 4 : Wind Load(30)) (Continued) Member Label Direction Start Mapnitudefk/ft... End Maanitudefk/ft,F... Start Locationfft,%1 End Locationfft,%1 30 ! MP GAMMA2 PY .005 -.005 0 0 31 MP GAMMA1 PY 005 -.005 0 0 32 i MP BETA5 PY -.005 -.005 0 0 33 MP BETA4 PY -.005 -.005 0 0 34 MP BETA2 PY -.005 ! -.005 0 0 35 MP BETA1 PY -.005 -.005 0 0 36 MP ALPHA4 ' PY -.005 -.005 0 0 37 MP ALPHA2 PY -.005 -.005 0 0 38 MP ALPHA1 B PY -.005 -.005 0 0 39 MP ALPHA1 PY -.005 -.005 0 0 40 FACE3B EXT PY -.008 -.008 0 0 41 FACE3A EXT PY -.008 -.008 0 0 42 FACE1B EXT PY -.008 -.008 0 0 43 FACE1A EXT PY -.008 -.008 0 0 44 EXSO12 PY -.003 -.003 0 0 45 EXS010 PY -.003 -.003 0 0 46 EXSO9 PY -.003 -.003 0 0 47 EXS07 PY -.003 -.003 0 0 48 EXSO6 PY -.003 -.003 i 0 0 49 EXS05 PY -.003 -.003 0 0 50 EXS03 PY -.003 -.003 0 0 51 EXS02 PY -.003 -.003 0 0 52 DIAGONALI8 PY -.007 -.007 0 0 53 DIAGONAL17 PY -.007 -.007 0 0 54 DIAGONAL16 PY -.007 -.007 0 0 55 DIAGONAL15 PY -.007 -.007 0 0 56 DIAGONAL14 PY -.007 -.007 0 0 57 DIAGONAL13 PY -.007 _ -.007 0 0 58 DIAGONAL12 PY -.007 -.007 0 0 59 DIAGONAL11 PY -.007 -.007 0 0 60 DIAGONAL10 PY -.007 -.007 0 0 61 DIAGONAL9 PY -.007 -.007 0 0 62 DIAGONAL8 PY -.007 -.007 0 0 63 DIAGONAL7 PY -.007 -.007 0 0 64 DIAGONAL6 PY -.007 -.007 0 0 65 DIAGONAL5 PY -.007 -.007 0 0 66 DIAGONAL4 PY -.007 -.007 0 0 67 DIAGONAL3 PY -.007 -.007 0 0 68 DIAGONAL2 PY i -.007 -.007 0 0 69 DIAGONAL1 PY -.007 -.007 0 0 70 CONN ANGLE6 PY -.011 -.011 0 0 71 CONN ANGLE5 PY -.011 -.011 0 0 72 CONN ANGLE4 PY -.011 -.011 0 0 73 CONN ANGLE3 PY -.011 -.011 0 0 74 CONN ANGLE2 PY -.011 -.011 0 0 75 CONN ANGLE1 PY -.011 -.011 0 0 76 BOTTOM STANDOFFS PY -.006 -.006 . 0 0 77 BOTTOM STANDOFF2 PY -.006 -.006 0 _ 0 78 BOTTOM STANDOFF1 PY -.006 -.006 0 0 80 BOTTOM FACE3 PY -.013 -.013 0 0 80 BOTTOM FACE2 PY -.013 -.013 0 0 81 BOTTOM FACE1 PY -.006 -.006 0 __ 0 82 TOP STANDOFF3 PX -.004 -.004 0 0 83 TOP STANDOFF2 PX -.004 -.004 0 0 84 TOP STANDOFF1 PX -.004 -.004 0 0 85 TOP FACE3 PX -.007 -.007 0 0 86 TOP FACE2 PX -.007 -.007 0 0 RISA-3D Version 17.0.4 [T:\...1...\...\...1(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 61 Company : Feb 18, r 5:18 AM I I I RISA Job(Number : POD Checked By2 <ro,,,.AN,, Model Name : 874135 Member Distributed Loads (BLC 4 : Wind Load(30)) (Continued) Member Label Direction Start Maonitudefk/ft,,.. End Macmitudefk/ft,F... Start Locationfft,%1 End Locationfft,%1 144 DIAGONAL7 PX -.004 -.004 0 0 145 DIAGONAL6 PX -.004 -.004 0 0 146 DIAGONAL5 PX -.004 -.004 0 0 147 DIAGONAL4 PX -.004 -.004 0 0 148 DIAGONAL3 PX -.004 -.004 0 0 149 DIAGONAL2 PX -.004 -.004 0 0 150 DIAGONAL1 PX -.004 -.004 0 0 151 CONN ANGLE6 PX -.006 -.006 0 0 152 CONN ANGLES PX -.006 -.006 0 0 153 CONN ANGLE4 PX -.006 -.006 0 0 154 CONN ANGLE3 PX -.006 -.006 0 0 155 CONN ANGLE2 PX -.006 -.006 0 0 156 CONN ANGLE( PX -.006 -.006 0 0 157 BOTTOM STANDOFF3 PX -.004 -.004 0 0 158 BOTTOM STANDOFF2 PX -.004 -.004 0 I 0 159 BOTTOM STANDOFF( PX -.004 -.004 0 0 160 BOTTOM FACE3 PX -.007 -.007 0 0 161 BOTTOM FACE2 PX -.007 -.007 0 0 162 BOTTOM FACE1 PX -.004 -.004 0 0 163 MP1 PY -.004 -.004 0 0 164 MP1 PX -.002 -.002 0 0 165 MP2 PY -.004 -.004 0 0 166 MP2 PX -.002 -.002 0 0 167 MP3 PY -.004 -.004 0 0 168 MP3 PX -.002 -.002 0 0 169 SR1 PY -.002 -.002 0 0 1170 SR1 PX -.001 -.001 0 0 171 SO VERTICAL3 PY -.004 -.004 0 0 172 SO VERTICAL3 PX -.002 -.002 0 0 173 SR2 PY -.002 -.002 0 0 i 174 SR2 PX -.001 -.001 0 0 175 SO VERTICAL6 PY -.004 -.004 0 0 176 SO VERTICAL6 PX -.002 -.002 0 0 Member Distributed Loads (BLC 5 : Wind Load(601) Member Label Direction Start Magnitude[k/ft,... End Magnitude[kift,F... Start Location[ft,%j End Location[ft,%1 1 TOP STANDOFF3 PY -.004 -.004 0 0 2 TOP STANDOFF2 PY -.004 -.004 0 0 3 TOP STANDOFF1 PY -.004 -.004 0 0 4 TOP FACE3 PY -.007 -.007 0 0 5 _ TOP FACE2 PY -.007 -.007 0 0 6 TOP FACE1 PY -.004 -.004 0 0 7 SO VERTICAL9 PY -.002 -.002 _ 0 0 8 SO VERTICAL8 PY -.002 -.002 0 0 9 SO VERTICAL7 PY -.002 -.002 0 0 10 SO VERTICAL5 PY -.002 -.002 0 0 11 SO VERTICAL4 PY -.002 -.002 0 0 12 SO VERTICAL2 PY -.002 -.002 0 0 13 SO VERTICAL1 PY -.002 -.002 0 0 14 SO DIGAONAL3 PY -.002 -.002 0 0 15 SO DIAGONAL6 PY -.002 -.002 0 0 16 SO DIAGONAL5 PY -.002 -.002 0 0 17 SO DIAGONAL4 PY -.002 -.002 0 0 18 SO DIAGONAL2 PY -.002 -.002 0 0 19 SO DIAGONAL1 PY -.002 -.002 0 0 20 SO ANGLE6 PY _ -.003 -.003 0 0 RISA-3D Version 17.0.4 [T:\...\...1...1...1(PL22)874135- Updated Model (Additions) MDDs)-JEM.R3D] Page 63 Company : POD Feb 18,2022 I'I RISA Designer 5:18AM Job Number Checked By: „.,Fr,,F-sr;: ,; Model Name : 874135 Member Distributed Loads (BLC 5 : Wind Load(60)) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitudefkift.F... Start Location[ft,%] End Locationfft,%1 21 SO ANGLE5 PY -.003 -.003 0 0 22 SO ANGLE4 PY -.003 -.003 0 0 23 SO ANGLE3 PY -.003 -.003 0 0 24 SO ANGLE2 PY -.003 -.003 0 0 25 SO ANGLE1 PY -.003 -.003 0 0 26 SR3 PY -.001 -.001 0 0 27 MP GAMMA4B PY -.003 -.003 0 0 28 MP GAMMA4 PY -.003 -.003 0 0 29 MPGAMMA2B PY -.003 -.003 0 0 30 MP GAMMA2 PY -.003 -.003 0 0 31 MP GAMMA1 PY -.003 -.003 0 0 32 MP BETA5 PY -.003 -,003 0 0 33 MP BETA4 PY -.003 -.003 0 0 34 MP BETA2 PY -.003 -.003 0 0 35 MP BETA1 PY -.003 -.003 0 0 36 MP ALPHA4 PY -.003 i -.003 0 0 37 MP ALPHA2 PY -.003 -.003 0 0 38 MP ALPHAI B PY -.003 -.003 0 0 39 MP ALPHA1 PY -.003 -.003 0 0 40 FACE3B EXT PY -.004 -.004 0 0 41 FACE3A EXT PY -.004 -.004 0 0 42 I FACE1B EXT PY -.004 -.004 0 0 43 FACE1A EXT PY -.004 -.004 0 0 44 EXSO12 PY -.002 -.002 0 0 45 EXSO10 PY -.002 -.002 0 0 46 EXSO9 PY -.002 -.002 0 0 _ 47 EXSO7 PY -.002 -.002 0 0 48 EXSO6 PY -.002 -.002 0 i 0 49 EXSO5 PY -.002 -.002 0 0 50 EXSO3 PY -.002 -.002 0 0 51 EXSO2 PY -.002 -.002 0 0 52 DIAGONAL18 PY -.004 -.004 0 0 53 DIAGONAL17 PY -.004 -.004 0 0 54 DIAGONAL16 PY -.004 _ -.004 0 0 55 DIAGONAL15 PY -.004 -.004 0 0 56 DIAGONAL14 PY -.004 -.004 0 0 57 DIAGONAL13 PY -.004 -.004 0 0 58 DIAGONAL12 PY -.004 -.004 0 0 59 DIAGONAL11 PY -.004 -.004 0 0 60 DIAGONAL10 PY -.004 -.004 0 0 61 DIAGONAL9 PY -.004 -.004 0 0 62 DIAGONAL8 PY -.004 -.004 0 0 63 DIAGONAL7 PY -.004 -.004 0 0 64 DIAGONAL6 PY -.004 -.004 0 0 65 DIAGONAL5 PY -.004 -.004 0 0 66 DIAGONAL4 PY -.004 -.004 0 0 67 DIAGONAL3 PY -.004 -.004 0 0 68 DIAGONAL2 PY -.004 -.004 0 0 69 DIAGONAL1 PY -.004 -.004 0 0 70 CONN ANGLE6 PY -.006 -.006 0 0 71 CONN ANGLE5 PY -.006 -.006 0 0 72 CONN ANGLE4 PY -.006 -.006 0 0 73 CONN ANGLE3 PY -.006 -.006 0 0 74 CONN ANGLE2 PY -.006 -.006 0 0 75 CONN ANGLE1 PY -.006 -.006 0 0 76 I BOTTOM STANDOFF3 PY -.004 -.004 0 0 77 BOTTOM STANDOFF2 pY_ -.004 I -.004 0 0 RISA-3D Version 17.0.4 [T:\...\...\...1...1(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 64 Company : Feb 18, I I I RISA Job Nn Number POD 5:1 CheckedM By2 c,,,,„.;, Model Name : 874135 Member Distributed Loads (BLC 5 : Wind Load(60)) (Continued) Member Label Direction Start Maanitudelk/ft.... End Magnitudefk/ft,F... Start Locationfft,%1 End Locationfft,%1 78 BOTTOM STANDOFF1 PY -.004 -.004 0 0 79 BOTTOM FACE3 PY -.007 -.007 0 0 80 BOTTOM FACE2 PY -.007 -.007 0 0 81 BOTTOM FACE1 PY -.004 -.004 0 0 82 TOP STANDOFF3 PX -.006 -.006 0 0 83 TOP STANDOFF2 PX -.006 -.006 0 0 84 TOP STANDOFF1 PX -.006 -.006 0 0 85 TOP FACE3 PX -.013 -.013 0 0 86 TOP FACE2 PX -.013 -.013 0 0 87 TOP FACE1 PX -.006 -.006 0 0 88 SO VERTICAL9 PX _004 -.004 0 0 89 SO VERTICAL8 PX -.004 -.004 0 0 90 SO VERTICAL7 PX -.004 -.004 0 0 91 SO VERTICALS PX -.004 -.004 0 0 92 SO VERTICAL4 PX -.004 -.004 0 0 93 SO VERTICAL2 PX -.004 -.004 0 0 94 SO VERTICAL1 PX -.004 -.004 0 0 95 SO DIGAONAL3 PX -.004 -.004 0 0 96 SO DIAGONAL6 PX -.004 1 -.004 0 0 97 SO DIAGONALS PX -.004 -.004 0 0 98 SO DIAGONAL4 PX -.004 -.004 0 0 99 SO DIAGONAL2 PX -.004 -.004 0 0 100 SO DIAGONAL1 PX -.004 ++ 0 0 101 SO ANGLE6 PX -.006 ++. 0 0 102 SOANGLE5 PX -.006 ++. 0 0 103 SO ANGLE4 PX -.006 ++. 0 0 104 SO ANGLE3 PX -.006 ++. 0 0 105 SO ANGLE2 PX -.006 ++. 0 0 106 SO ANGLE1 PX -.006 ++. 0 0 107 SR3 PX -.002 -.002 0 0 108 MP GAMMA4B PX -.005 -.005 0 0 109 MP GAMMA4 PX -.005 -.005 0 0 110 MP GAMMA2B PX J -.005 -.005 0 0 111 MP GAMMA2 PX -.005 -.005 0 0 112 MP GAMMAI PX -.005 -.005 0 0 113 MP BETAS PX -.005 -.005 0 0 114 MP BETA4 PX -.005 -.005 0 0 115 MP BETA2 PX -.005 -.005 0 0 116 MP BETA1 PX -.005 -.005 0 0 117 MP ALPHA4 PX -.005 -.005 0 0 _ 118 MP ALPHA2 PX -.005 -.005 0 0 119 MP ALPHA1 B PX _ .-.005 -.005 0 0 120 MP ALPHA1 PX -.005 -.005 0 0 121 FACE3B EXT PX -.008 -.008 0 0 122 FACE3A EXT PX -.008 -.008 0 0 123 FACE1B EXT PX -.008 -.008 0 0 124 FACE1A EXT PX -.008 I -.008 0 0 125 EXSO12 PX -.003 -.003 0 0 126 EXS010 PX -.003 -.003 0 0 127 EXS09 PX -.003 -.003 0 0 128 EXS07 PX -.003 -.003 0 0 129 EXSO6 PX -.003 -.003 0 0 130 EXS05 PX -.003 -.003 0 0 131 EXS03 PX -.003 -.003 0 0 132 EXS02 PX -.003 -.003 0 0 133 DIAGONAL18 PX -.007 _ -.007 0 0 134 DIAGONAL17 PX -.007 -.007 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22)874135- Updated Model (Additions' MDDs)-JEM.R3D] Page 65 Company : Feb 18, 022 r 5:18 AM I I I RISA Job IN a ber POD Checked 2By: Model Name : 874135 Member Distributed Loads (BL C C 5 : Wind Load(60)) (Continued) Member Label Direction Start Magnitude[klft.... End Magnitude[kfft,F... Start Location[ft,%1 1 End Locationfft,%1 135 DIAGONAL16 PX -.007 -.007 0 0 136 DIAGONAL15 PX -.007 -.007 0 _ 0 137 DIAGONAL14 PX -.007 -.007 0 0 138 DIAGONAL13 PX -.007 -.007 0 0 139 DIAGONAL12 _ PX -.007 -.007 0 0 140 DIAGONALII PX -.007 -.007 0 1 0 141 DIAGONAL10 PX -.007 -.007 0 0 142 DIAGONAL9 PX -.007 -.007 0 0 143 DIAGONAL8 PX -.007 -.007 0 0 144 DIAGONAL? PX -.007 -.007 0 0 145 DIAGONAL6 PX -.007 -.007 0 0 146 DIAGONAL5 PX -.007 -.007 0 0 147 _ DIAGONAL4 PX -.007 -.007 0 0 148 DIAGONAL3 PX -.007 -.007 0 0 149 DIAGONAL2 PX -.007 -.007 0 0 150 DIAGONALI PX -.007 -.007 0 0 151 CONN ANGLE6 PX -.011 -.011 0 0_ 152 CONN ANGLE5 PX -.011 -.011 0 0 153 CONN ANGLE4 PX -.011 -.011 0 0 154 CONN ANGLE3 PX -.011 -.011 0 0 155 CONN ANGLE2 PX -.011 -.011 0 0 156 CONN ANGLE1 PX -.011 -.011 0 0 157 BOTTOM STANDOFF3 PX -.006 -.006 0 0 158 BOTTOM STANDOFF2 PX -.006 -.006 0 0 159 BOTTOM STANDOFF1 PX -.006 -.006 0 0 160 BOTTOM FACE3 PX -.013 -.013 0 0 161 BOTTOM FACE2 PX -.013 -.013 0 0 162 BOTTOM FACE1 PX -.006 -.006 0 0 163 MP1 PY -.002 -.002 0 0 164 MP1 PX -.004 -.004 0 0 165 MP2 PY -.002 -.002 0 0 166 MP2 PX -.004 -.004 0 0 167 MP3 PY -.002 -.002 0 0 168 MP3 PX -.004 -.004 I 0 0 169 SR1 PY -.001 -.001 0 0 170 SR1 PX -.002 -.002 0 0 171 SO VERTICAL3 _ PY -.002 -.002 0 0 172 SO VERTICAL3 PX -.004 -.004 0 0 173 SR2 PY -.001 -.001 0 0 174 SR2 PX -.002 -.002 0 0 175 SO VERTICAL6 _ PY -.002 -.002 0 0 176 SO VERTICAL6 PX -.004 -.004 0 0 Member Distributed Loads (BLC 6 : Wind Load(90)) Member Label _ Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft.%] End Location[ft,%L 1 TOP STANDOFF3 PX -.007 -.007 0 0 2 TOP STANDOFF2 PX -.007 -.007 0 0 3 TOP STANDOFF1 PX -.007 -.007 0 0 ' 4 TOP FACE3 PX -.015 -.015 0 0 5 TOP FACE1 PX -.015 -.015 0 0 6 TOP FACE2 PX -.007 -.007 0 0 7 SO VERTICAL9 PX -.004 -.004 0 0 8 SO VERTICAL8 PX -.004 -.004 0 0 9 SO VERTICAL7 _ PX -.004 -.004 0 0 10 SO VERTICAL5 PX -.004 -.004 0 0 11 SO VERTICAL4 PX -.004 -.004 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22)874135-Updated Model (Additions) MDDs)-JEM.R3D] Page 66 Company : Feb 18, IIIRISA Deign ber POD Ch8 Med By2 V coirPaw Model Name : 874135 Member Distributed Loads (BLC 6 : Wind Load(90)) (Continued) Member Label Direction Start Maanitudefk/ft,... End Maanitudefk/ft,F... Start Locationfft,%1 End Locationfft,%1 12 SO VERTICAL2 PX -.004 -.004 0 0 _ 13 SO VERTICALI PX -.004 _ -.004 0 0 14 I SO DIGAONAL3 PX -.004 -.004 0 0 15 SO DIAGONAL6 PX -.004 -.004 0 0 16 I SO DIAGONAL5 PX -.004 -.004 0 0 17 SO DIAGONAL4 PX -.004 -.004 0 0 18 SO DIAGONAL2 PX -.004 -.004 0 0 19 SO DIAGONAL1 PX -.004 -.004 0 0 20 SO ANGLE6 PX -.006 -.006 0 0 21 SO ANGLE5 PX -.006 -.006 0 0 22 SO ANGLE4 PX -.006 -.006 0 0 23 SO ANGLE3 PX -.006 -.006 0 0 24 SO ANGLE2 PX -.006 -.006 0 0 25 SO ANGLE1 PX -.006 -.006 0 0 26 SR3 PX -.003 -.003 0 0 27 MP GAMMA4B PX -.006 -.006 0 0 28 MP GAMMA4 PX -.006 -.006 0 0 29 MP GAMMA2B PX -.006 -.006 0 0 30 MP GAMMA2 PX -.006 -.006 0 0 31 MP GAMMA1 PX -.006 -.006 0 0 32 MP BETAS PX -.006 -.006 0 0 33 MP BETA4 PX -.006 -.006 0 0 34 MP BETA2 PX -.006 -.006 0 0 35 MP BETA1 1 _ PX -.006 -.006 0 0 36 MP ALPHA4 PX -.006 -.006 0 0 37 MP_ ALPHA2 PX -.006 -.006 0 0 38 MP ALPHA1 B PX -.006 -.006 0 0 39 MP ALPHA1 PX -.006 -.006 0 0 40 FACE3B EXT PX -.009 -.009 0 0 41 FACE3A EXT PX -.009 -.009 0 0 42 FACE1 B EXT PX -.009 -.009 0 0 43 FACE1A EXT PX -.009 -.009 0 0 44 EXS012 PX -.003 -.003 0 0 45 EXS010 PX -.003 -.003 0 0 46 EXS09 PX -.003 -.003 0 0 47 EXS07 PX -.003 -.003 0 0 48 EXS06 PX -.003 -.003 0 0 49 EXS05 PX -.003 -.003 0 0 50 EXS03 PX -.003 -.003 0 0 51 EXS02 PX -.003 -.003 0 0 52 DIAGONAL18 PX -.009 -.009 0 0 53 DIAGONAL17 PX -.009 -.009 0 0 54 DIAGONAL16 PX -.009 -.009 0 0 55 DIAGONAL15 PX -.009 -.009 0 0 56 DIAGONAL14 I PX -.009 -.009 0 0 57 DIAGONAL13 ' PX -.009 -.009 0 0 58 DIAGONAL12 PX -.009 I -.009 0 0 59 DIAGONAL11 PX -.009 -.009 0 0 60 DIAGONAL10 PX -.009 -.009 0 0 i 61 DIAGONAL9 PX -.009 -.009 0 0 62 DIAGONAL8 PX -.009 -.009 0 0 63 DIAGONAL7 PX -.009 -.009 0 0 64 DIAGONAL6 PX -.009 -.009 0 0 65 DIAGONAL5 PX -.009 -.009 0 0 66 DIAGONAL4 PX -.009 -.009 0 0 67 DIAGONAL3 PX -.009 -.009 0 0 168 DIAGONAL2 PX -.009 -.009 0 0 RISA-3D Version 17.0.4 [T:1...1...\...\...1(PL22)874135- Updated Model (Additions! MDDs)-JEM.R3D] Page 67 Company : Feb 18, 02 I I I R'SA Job iN e Number POD Chc k d26y2 ,'K coh•PA,,v Model Name : 874135 Member Distributed Loads (BLC 6 : Wind Load(90)) (Continued) Member Label - Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Locationfft,%] End Location[ft,%] 69 DIAGONAL1 PX -.009 -.009 0 0 70 CONN ANGLE6 PX -.013 -.013 0 0 71 CONN ANGLE5 PX -.013 -.013 0 0 72 CONN ANGLE4 PX -.013 -.013 0 0 73 CONN ANGLE3 PX -.013 -.013 0 0 __ _ 74 CONN ANGLE2 PX -.013 -.013 0 0 75 CONN ANGLE1 PX -.013 -.013 0 0 76 BOTTOM STANDOFF3 PX -.007 -.007 0 0 77 BOTTOM STANDOFF2 PX -.007 -.007 0 _ 0 78 BOTTOM STANDOFF1 PX -.007 -.007 0 0 79 BOTTOM FACE3 PX -.015 -.015 0 0 80 BOTTOM FACE1 PX - -.015 -.015 0 0 81 BOTTOM FACE2 PX -.007 -.007 _ 0 0 82 MP1 PX -.004 -.004 0 0 83 MP2 PX -.004 -.004 0 0 84 MP3 PX -.004 -.004 0 0 85 SR1 PX -.003 -.003 0 0 86 SO VERTICALS PX -.004 -.004 0 0 87 SR2 PX -.003 -.003 0 0 88 SO VERTICAL6 PX -.004 -.004 0 0 Member Distributed Loads (BLC 7: Wind Load(120)) Member Label Direction Start M_agnitude[klft,... End Magnitude[k/ft.F... Start Location[ft,%] End Locationfft,%] 1 TOP STANDOFF3 PY .004 .004 0 0 ' 2 TOP STANDOFF2 PY .004 .004 0 0 3 TOP STANDOFF1 PY .004 .004 0 0 4 TOP FACE3 PY .007 .007 0 0 5 TOP FACE1 PY .007 .007 0 0 6 TOP FACE2 PY .004 .004 0 0 7 SO VERTICAL9 PY .002 .002 0 0 8 SO VERTICALS PY .002 .002 0 0 9 SO VERTICAL7 PY .002 .002 0 0 10 SO VERTICAL5 PY .002 .002 0 0 11 SO VERTICAL4 PY .002 .002 0 0 12 SO VERTICAL2 PY .002 .002 0 0 13 SO VERTIICAL1 PY .002 .002 0 0 14 SO DIGAONAL3 PY .002 .002 0 0 15 SO DIAGONALS PY _ .002 .002 0 0 16 SO DIAGONAL5 PY .002 .002 0 0 17 SO DIAGONAL4 PY .002 .002 0 0 18 SO DIAGONAL2 PY .002 .002 0 0 19 SO DIAGONAL1 PY .002 .002 0 0 20 SO ANGLE6 PY .003 .003 0 0 21 SO ANGLE5 PY .003 .003 0 0 22 SO ANGLE4 PY .003 .003 0 0 23 SO ANGLE3 PY .003 .003 0 0 24 SO ANGLE2 PY .003 .003 0 0 25 SO ANGLE_1 _ PY .003 .003 0 0 26 SR3 PY .001 .001 0 0 27 MP GAMMA4B PY .003 .003 0 0 28 MP GAMMA4 PY .003 .003 0 0 29 MP GAMMA2B PY .003 .003 0 0 30 MP GAMMA2 PY .003 .003 0 0 31 MP GAMMA1 PY .003 .003 0 0 32 MP BETAS PY .003 .003 0 0 33 MP BETA4 PY .003 .003 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22)874135- Updated Model (Additions) MDDs)-JEM.R3D] Page 68 IICompany : POD Feb 18,2022 I RISA Job Number : ChekdBy: N, Model Name : 874135 Member Distributed Loads (BLC 7; Wind Load(120)) (Continued) Member Label Direction Start Magnitudefk/ft,... End Magnitudefk/ft,F... Start Locationfft,%1 End Locationfft.%1 34 MP BETA2 PY .003 .003 0 0 35 MP BETA1 PY .003 .003 0 0 36 MP ALPHA4 PY .003 .003 0 0 37 MP ALPHA2 PY .003 .003 0 0 38 MP ALPHA1 B PY .003 .003 0 0 39 MP ALPHAI PY .003 .003 0 0 40 FACE3B EXT PY .004 .004 0 0 41 FACE3A EXT PY .004 .004 0 0 42 FACE1B EXT PY .004 .004 0 0 43 FACE1A EXT PY .004 .004 0 0 44 EXSO12 PY .002 .002 0 0 45 EXSO10 PY .002 .002 0 0 46 EXSO9 PY .002 .002 0 0 47 EXS07 PY .002 .002 0 0 48 EXSO6 PY .002 .002 0 0 49 EXS05 PY .002 .002 0 0 50 EXS03 PY .002 .002 0 0 51 EXS02 PY .002 .002 0 0 52 i DIAGONAL18 PY .004 .004 0 0 53 DIAGONAL17 PY .004 .004 0 0 54 DIAGONAL16 PY .004 .004 0 0 55 DIAGONAL15 PY .004 .004 0 0 56 DIAGONAL14 PY .004 .004 0 0 57 DIAGONAL13 PY .004 .004 0 0 58 DIAGONAL12 PY .004 .004 0 0 59 DIAGONAL11 PY .004 .004 0 0 60 DIAGONAL10 PY .004 .004 0 .- 0 61 DIAGONAL9 PY .004 .004 0 0 62 DIAGONAL8 PY .004 .004 0 I 0 63 DIAGONAL7 PY .004 .004 0 0 64 DIAGONAL6 PY i .004 .004 0 0 65 DIAGONAL5 PY .004 .004 0 0 66 DIAGONAL4 PY .004 .004 0 0 67 DIAGONAL3 PY .004 .004 0 0 68 . DIAGONAL2 PY .004 .004 0 0 69 DIAGONAL1 PY .004 .004 0 0 70 CONN ANGLE6 PY .006 .006 0 0 71 CONN ANGLE5 PY .006 .006 0 0 72 CONN ANGLE4 PY .006 .006 0 0 73 CONN ANGLE3 PY .006 .006 0 0 74 CONN ANGLE2 PY .006 .006 0 0 75 CONN ANGLE1 PY .006 .006 0 0 76 BOTTOM STANDOFF3 PY .004 .004 0 0 77 BOTTOM STANDOFF2 pY .004 .004 0 0 78 BOTTOM STANDOFF1 PY .004 .004 1 0 0 79 BOTTOM FACE3 PY .007 .007 0 0 80 BOTTOM FACE1 PY .007 .007 0 0 81 BOTTOM FACE2 PY .004 .004 0 0 82 TOP STANDOFF3 PX -.006 -.006 0 0 83 TOP STANDOFF2 PX -.006 -.006 0 0 84 TOP STANDOFF1 ! PX -.006 -.006 0 0 85 TOP FACE3 PX -.013 -.013 0 0 86 TOP FACE1 PX -.013 -.013 0 0 87 TOP FACE2 PX -.006 -.006 0 0 88 SO VERTICAL9 PX -.004 -.004 0 0 89 SO VERTICALS PX -.004 -.004 0 0 90 ! SO VERTICAL7 PX -.004 -.004 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 69 Company : POD Feb 18,2022 II IRISA Des Job Number Checked By: +_,,con,,,,.,, Model Name : 874135 Member Distributed Loads (BLC 7 : Wind Load(120)) (Continued) Member Label Direction Start M gnitude[klft,... End Magnitude[klft,F... Start Location[ft,%] End Location[ft,%] 91 SO VERTICAL5 PX -.004 -.004 0 0 92 SO VERTICAL4 PX -.004 -.004 0 0 93 SO VERTICAL2 PX -.004 .004 0 0 94 SO VERTICAL1 PX -.004 -.004 0 0 I 95 SO DIGAONAL3 PX -.004 -.004 0 0 96 SO DIAGONAL6 PX -.004 -.004 0 0 97 ' SO DIAGONAL5 PX -.004 -.004 0 0 98 SO DIAGONAL4 PX -.004 -.004 0 0 99 SO DIAGONAL2 PX -.004 _ -.004 0 0 100. SO DIAGONAL1 PX -.004 _ -.004 0 0 101 SO ANGLE6 PX _ -.006 -.006 0 0 102 SO ANGLE5 PX -.006 -.006 0 0 103 SO ANGLE4 PX -.006 -.006 0 0 104 SO ANGLE3 PX -.006 -.006 0 0 105 SO ANGLE2 PX -.006 -.006 0 0 106 SO ANGLE1 PX -.006 -.006 0 i 0 107 SR3 PX I -.002 -.002 0 0 108 MP GAMMA4B PX 1 -.005 -.005 0 0 109 MP GAMMA4 PX -.005 -.005 0 0 110 MP GAMMA2B PX -.005 -.005 0 0 111 MP GAMMA2 PX i -.005 -.005 0 0 112 MP GAMMA1 PX -.005 -.005 0 0 113 MP BETAS PX -.005 -.005 0 0 114 MP BETA4 PX -.005 -.005 0 0 115 MP BETA2 PX -.005 -.005 0 0 116 MP BETA1 PX -.005 -.005 0 0 117 MP ALPHA4 PX -.005 -.005 0 0 118 MP ALPHA2 PX -.005 -.005 0 0 119 MP ALPHAI B PX -.005 -.005 0 0 120 MP ALPHAI PX -.005 -.005 0 0 121 FACE3B EXT PX -.008 -.008 0 0 122 FACE3A EXT PX -.008 -.008 0 0 123 FACE1B EXT PX -.008 -.008 0 0 124 FACE1A EXT I PX -.008 -.008 0 0 125 EXS012 PX -.003 -.003 0 0 126 EXS010 PX -.003 -.003 0 0 127 EXS09 PX -.003 -.003 0 0 128 EXS07 PX -.003 -.003 0 0 129 EXS06 PX -.003 -.003 1 0 0 130 EXS05 PX -.003 -.003 0 0 131 EXS03 PX -.003 -.003 0 0 132 EXSO2 PX -.003 -.003 0 0 133 DIAGONAL18 PX -.007 -.007 0 0 134 DIAGONAL17 I PX -.007 -.007 0 0 135 DIAGONAL16 PX -.007 -.007 0 0 136 DIAGONAL15 PX -.007 I -.007 0 0 137 DIAGONAL14 PX -.007 -.007 0 0 138 DIAGONAL13 PX -.007 -.007 0 0 139 DIAGONAL12 PX -.007 -.007 0 0 140 DIAGONAL11 PX -.007 -.007 0 0 141 ' DIAGONAL10 PX -.007 -.007 0 0 142 DIAGONAL9 PX -.007 -.007 0 0 143 DIAGONAL8 PX -.007 -.007 _ 0 0 144 DIAGONAL7 PX -.007 -.007 _ 0 0 I 145 DIAGONAL6 PX -.007 -.007 0 0 146 DIAGONAL5 PX -.007 -.007 , 0 0 147 DIAGONAL4 PX -.007 -.007 0 0 RISA-3D Version 17.0.4 [T:\...\...\...1...1(PL22) 874135 - Updated Model (Additions) MDDs) - JEM.R3D] Page 70 Company : I 11 RISA Des gN : POD Feb: 18,2022 Job oerumber 18 1AM Checked By: sl:1 SCME1`.COMPANY Model Name : 874135 Member Distributed Loads (BLC 7 : Wind Load(120)) (Continued) Member Label Direction Start Maanitudelkift,... End Maonitudelklft,F... Start Locationjft,%1 End Location[ft,%1 148 DIAGONAL3 PX -.007 -.007 0 0 149 DIAGONAL2 PX -.007 -.007 0 0 150 DIAGONAL1 PX -.007 -.007 0 0 151 CONN ANGLE6 PX -.011 -.011 10 0 152 CONN ANGLE5 PX -.011 -.011 0 0 153 CONN ANGLE4 PX -.011 -.011 0 0 154 CONN ANGLE3 PX -.011 -.011 0 0 155 CONN ANGLE2 PX -.011 -.011 0 0 156 CONN ANGLE1 PX -.011 -.011 0 0 157 BOTTOM STANDOFF3 PX -.006 -.006 0 0 158 BOTTOM STANDOFF2 PX -.006 -.006 0 0 159 BOTTOM STANDOFF1 PX -.006 -.006 0 0 160 BOTTOM FACE3 PX -.013 -.013 0 0 161 BOTTOM FACE1 PX -.013 -.013 0 0 162 BOTTOM FACE2 I PX -.006 -.006 0 0 163 MP1 PY .002 .002 0 0 164 MP1 ! PX -.004 1 -.004 0 0 165 MP2 PY .002 .002 0 0 166 MP2 i PX -.004 I -.004 0 0 167 MP3 PY .002 .002 0 0 168 i MP3 1 PX -.004 -.004 0 0 169 SR1 1 PY .001 .001 0 0 1701 SR1 PX -.002 -.002 0 0 171 SO VERTICAL3 PY .002 .002 0 0 172 SO VERTICAL3 PX -.004 -.004 0 0 173 SR2 PY .001 .001 0 0 174 SR2 PX -.002 -.002 0 0 175 SO VERTICAL6 PY .002 .002 0 0 176 SO VERTICAL6 PX -.004 -.004 0 0 Member Distributed Loads (BLC 8 : Wind Load(150)) Member Label Direction Start Magnitudelk/ft,... End Magnitude[klft,F... Start Location[ft,%o] End Location[ft,%] 1 TOP STANDOFF3 PY .006 .006 0 0 2 . TOP STANDOFF2 PY .006 .006 0 0 3 TOP STANDOFF1 PY .006 .006 0 0 _ 4 TOP FACE3 PY .013 .013 0 0 5 TOP FACE1 PY .013 .013 0 0 6 TOP FACE2 PY .006 .006 0 0 7 SO VERTICAL9 PY .004 .004 0 0 8 SO VERTICALS PY i .004 .004 0 0 9 SO VERTICAL7 PY .004 _ .004 0 0 10 SO VERTICAL5 PY I .004 .004 0 0 11 SO VERTICAL4 PY .004 .004 0 0 i 12 SO VERTICAL2 PY .004 .004 0 0 13 SO VERTICAL1 PY .004 .004 0 0 14 SO DIGAONAL3 PY .004 .004 0 0 15 SO DIAGONAL6 PY .004 .004 0 0 16 SO DIAGONALS PY .004 .004 0 0 17 SO DIAGONAL4 PY .004 .004 0 0 18 SO DIAGONAL2 PY .004 .004 0 0 19 SO DIAGONAL1 PY .004 .004 0 0 20 SO ANGLE6 PY .006 .006 0 0 21 SO ANGLE5 PY .006 .006 0 __ 0 22 SO ANGLE4 PY .006 .006 0 0 23 SO ANGLE3 PY .006 .006 0 _ 0 24 SO ANGLE2 PY .006 .006 0 0 RISA-3D Version 17.0.4 [T:\...\...1...\...\(PL22) 874135 - Updated Model (Additionsl MDDs)-JEM.R3D] Page 71 Company : Feb 18, I I I RISA !lb INn ber : POD 5:18 AM Checked 2By2 ... Model Name : 874135 Member Distributed Loads (BLC 8 : Wind Load(150)) (Continued) Member Label _ Direction Start Magnitude[k/ft.... End Magnitude[k/ft,F... Start Location[ft,%1 End Location[ft,%1 25 SO ANGLE1 PY .006 .006 0 0 26 SR3 PY .002 .002 0 0 27 MP GAMMA4B PY .005 .005 0 0 28 MP GAMMA4 PY .005 .005 0 0 29 MP GAMMA2B PY .005 .005 0 0 30 MP GAMMA2 PY .005 .005 0 0 31 MP GAMMA1 PY .005 .005 0 0 32 MP BETA5 PY .005 .005 0 0 33 MP BETA4 PY .005 .005 0 0 34 MP BETA2 PY .005 .005 0 0 35 MP BETA1 PY .005 .005 0 0 36 MP ALPHA4 PY .005 .005 0 0 37 MP ALPHA2 PY .005 _ .005 0 0 38 ! MP ALPHA1B PY .005 .005 0 0 39 MP ALPHA1 PY .005 .005 0 0 40 FACE3B EXT PY .008 .008 0 0 41 FACE3A EXT PY .008 .008 0 0 42 FACE1B EXT PY .008 .008 0 0 43 FACE 1 A EXT PY .008 .008 0 0 44 EXSO12 PY _ .003 .003 0 0 45 EXSO10 PY .003 .003 0 0 46 EXSO9 PY . .003 .003 0 0 47 EXSO7 PY .003 .003 0. 0 48 EXSO6 PY .003 .003 0 ! 0 49 EXSO5 PY .003 .003 0 0 50 EXSO3 PY .003 .003 0 0 51 EXSO2 PY .003 .003 0 0 52 DIAGONAL18 PY .007 .007 0 0 53 DIAGONAL17 PY .007 .007 0 0 54 DIAGONAL16 PY .007 .007 0 0 55 DIAGONAL15 PY _ .007 .007 0 0 56 DIAGONAL14 PY .007 .007 0 0 57 DIAGONAL13 PY .007 .007 0 0 58 DIAGONALI2 PY .007 .007 0 0 59 DIAGONAL11 PY .007 .007 0 0 60 DIAGONALIO PY .007 .007 0 0 61 DIAGONAL9 PY .007 .007 0 0 62 DIAGONALS PY .007 .007 0 0 63 DIAGONAL7 PY .007 .007 0 0 64 DIAGONAL6 PY .007 .007 0 0 65 DIAGONAL5 PY .007 .007 0 0 66 DIAGONAL4 PY .007 .007 1 0 0 67 DIAGONAL3 PY .007 .007 0 0 68 DIAGONAL2 PY .007 .007 0 0 69 DIAGONAL1 PY .007 .007 0 0 70 CONN ANGLE6 PY .011 .011 , 0 0 71 CONN ANGLE5 PY .011 .011 0 0 72 CONN ANGLE4 PY .011 .011 0 0 73 CONN ANGLE3 PY .011 .011 0 0 74 CONN ANGLE2 PY .011 .011 0 0 75 CONN ANGLE1 PY .011 .011 0 0 76 BOTTOM STANDOFF3 PY .006 .006 0 0 77 BOTTOM STANDOFF2 PY .006 .006 0 0 78 BOTTOM STANDOFFI PY .006 .006 0 0 79 BOTTOM FACE3 PY .013 .013 0 0 80 BOTTOM FACET PY .013 .013 0 0 81 BOTTOM FACE2 PY .006 .006 0 0 RISA-3D Version 17.0.4 [T:\...1...\...\...1(PL22) 874135- Updated Model (Additions! MDDs)-JEM.R3D] Page 72 Company : POD Feb 18,2022 II ^IS w Designer 5:18 AM K H Job Number Checked By: .h„t Model Name : 874135 Member Distributed Loads (BLC 8 : Wind Load(150)) (Continued) Member Label Direction Start Maonitudefk/ft,... End Macnitudefk/ft.F... Start Locationfft,%1 End Locationfft.%1 82 TOP STANDOFF3 PX -.004 -.004 0 0 83 TOP STANDOFF2 PX -.004 -.004 0 0 _ 84 TOP STANDOFF1 PX -.004 -.004 0 0 85 TOP FACE3 PX -.007 -.007 0 0 86 TOP FACE1 PX -.007 -.007 0 0 87 TOP FACE2 PX - -.004 -.004 0 0 88 SO VERTICAL9 PX -.002 -.002 0 0 89 SO VERTICAL8 PX -.002 -.002 0 0 90 SO VERTICAL7 PX -.002 -.002 0 0 91 SO VERTICAL5 PX -.002 -.002 0 0 92 SO VERTICAL4 PX -.002 -.002 0 0 93 SO VERTICAL2 PX -.002 -.002 0 0 94 SO VERTICALI PX -.002 -.002 0 0 __95 SO DIGAONAL3._. PX -.002 -.002 0 0 96 SO DIAGONAL6 PX -.002 -.002 0 0 97 SO DIAGONAL5 PX -.002 -.002 0 0 98 SO DIAGONAL4 PX -.002 i -.002 0 0 99 SO DIAGONAL2 PX -.002 -.002 0 0 1.00 SO DIAGONAL1 PX -.002 -.002 0 0 101 SO ANGLE6 PX -.003 I -.003 0 0 102 SO ANGLE5 PX -.003 -.003 0 0 103 SO ANGLE4 PX -.003 -.003 0 0 104 SO ANGLE3 PX -.003 -.003 0 0 105 SO ANGLE2 PX -.003 -.003 0 0 106I SO ANGLE1 PX -.003 -.003 0 0 107 SR3 PX -.001 -.001 0 0 108 MP GAMMA4B PX -.003 -.003 0 0 109 MP GAMMA4 PX -.003 -.003 0 0 110 MP GAMMA2B PX -.003 -.003 0 0 111 MP GAMMA2 PX -.003 -.003 0 0 112 MP GAMMA1 PX -.003 -.003 0 0 113 MP BETA5 PX -.003 -.003 0 0 114, MP BETA4 PX -.003 -.003 0 0 115 MP BETA2 PX -.003 -.003 0 0 116 MP BETA1 PX -.003 -.003 0 0 117 MP ALPHA4 PX -.003 -.003 0 0 118_ MP ALPHA2 PX -.003 -.003 0 0 119 MP ALPHA1 B PX -.003 -.003 0 0 120. MP ALPHAI PX -.003 -.003 0 0 121 FACE3B EXT PX -.004 -.004 0 0 122 FACE3A EXT PX -.004 -.004 0 0 123 FACE1B EXT PX -.004 _ -.004 0 0 124 FACE1A EXT PX -.004 -.004 0 0 125 EXS012 PX -.002 -.002 0 0 126 EXS010 PX -.002 -.002 0 0 127 EXS09 PX -.002 -.002 0 0 128 EXS07 PX -.002 -.002 0 0 129 EXS06 PX -.002 -.002 0 0 130 EXS05 PX -.002 -.002 0 0 131 EXS03 PX -.002 -.002 0 0 132 EXS02 PX -.002 -.002 0 0 133 DIAGONAL18 PX -.004 -.004 _ _ 0 0 134 DIAGONAL17 PX -.004 -.004 I 0 0 135 DIAGONAL16 PX -.004 -.004 0 0 136 DIAGONAL15 PX -.004 -.004 0 0 137 DIAGONAL14 PX -.004 -.004 0 0 138 DIAGONAL13 PX -.004 -.004 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22)874135- Updated Model (Additions! MDDs) -JEM.R3D] Page 73 Company : POD Feb 18,2022 IIIRISADesignerumber 5:18 AM Job N Checked By: ,,,,, Model Name : 874135 Member Distributed Loads (BLC 8 : Wind Load(150)) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft.F... Start Location[ft,%] End Location[ft,%1 139 DIAGONAL12 PX -.004 -.004 0 0 140 DIAGONAL11 PX i -.004 -.004 0 0 141 DIAGONAL10 PX -.004 -.004 0 0 142 DIAGONAL9 PX-I -.004 -.004 0 0 143 DIAGONAL8 PX -.004 -.004 0 0 144 DIAGONAL7 PX -.004 -.004 0 0 145 DIAGONAL6 PX -.004 -.004 0 0 146 DIAGONALS PX -.004 -.004 0 0 147 DIAGONAL4 PX -.004 -.004 0 0 148 DIAGONAL3 PX -.004 -.004 0 0 149 DIAGONAL2 PX -.004 -.004 0 0 150 DIAGONALI PX -.004 -.004 0 0 151 CONN ANGLE6 PX -.006 -.006 0 0 152 CONN ANGLE5 PX -.006 -.006 0 0 153 CONN ANGLE4 PX -.006 -.006 0 0 154 CONN ANGLE3 PX -.006 -.006 0 0 155 CONN ANGLE2 PX -.006 -.006 0 0 156 CONN ANGLE1 PX -.006 -.006 0 0 157 BOTTOM STANDOFF3 PX -.004 -.004 0 0 158 BOTTOM STANDOFF2 PX -.004 -.004 0 0 159 BOTTOM STANDOFF1 PX -.004 -.004 0 0 160 BOTTOM FACE3 PX -.007 -.007 0 0 161 BOTTOM FACE1 PX -.007 -.007 0 0 162 BOTTOM FACE2 PX -.004 _ -.004 0 0 163 MP1 PY .004 .004 0 0 164 MP1 PX -.002 -.002 0 0 165 MP2 PY .004 .004 0 0 166 MP2 PX -.002 -.002 0 0 167 I MP3 PY .004 .004 0 0 R168: MP3 PX -.002 -.002 0 0 169 SR1 PY .002 .002 0 0 170 SR1 PX -.001 -.001 0 0 171 SO VERTICAL3 PY .004 .004 0 0 172 SO VERTICAL3 PX -.002 -.002 0 ( 0 173 SR2 PY .002 .002 0 0 174 SR2 PX I -.001 -.001 ' 0 0 175 SO VERTICAL6 PY I .004 .004 0 0 176 SO VERTICAL6 PX -.002 -.002 0 0 Member Distributed Loads (BLC 9 : Wind Load(1801) Member Label Direction Start Magnitude[klft,... End Magnitude[k/ft,F... Start Location[ft,%] End Location[ft.%1 1 TOP STANDOFF3 PY .007 .007 0 0 2 TOP STANDOFF2 PY .007 .007 0 0 3 TOP STANDOFF1 PY _ .007 .007 0 0 4 TOP FACE3 PY .015 .015 0 0 5 TOP FACE1 PY .015 .015 0 0 6 TOP FACE2 PY .007 .007 0 0 7 SO VERTICAL9 PY .004 .004 0 0 8 SO VERTICAL8 PY .004 .004 0 0 9 SO VERTICAL7 PY .004 .004 0 0 10 SO VERTICALS PY .004 .004 0 0 11 SO VERTICALS PY .004 .004 0 0 12 SO VERTICAL2 I PY_ .004 I .004 0 0 13 SO VERTICAL1 PY .004 .004 0 _ 0 14 SO DIGAONAL3 1 PY .004 .004 0 0 15 SO DIAGONAL6 PY .004 .004 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135- Updated Model (Additions! MDDs) -JEM.R3D] Page 74 Company : POD Feb 18,2022 I IIRISA Job N Designerumber : 5:18AM Checked By: A NEMETSCHEK COMVA Y Model Name : 874135 Member Distributed Loads (BLC 9 : Wind Load(180)) (Continued) Member Label Direction Start Maanitudefk/ft,... End Maanitudefk/ft,F... Start Locationfft.%1 End Location lft%l_ 16 1 SO DIAGONALS PY .004 .004 0 0 17 SO DIAGONAL4 PY .004 .004 0 0 18 . SO DIAGONAL2 PY .004 .004 0 0 19 SO DIAGONAL1 PY .004 ' 004 0 0 20 SO ANGLE6 PY .006 .006 0 0 21 SO ANGLE5 PY .006 .006 0 0 22 SO ANGLE4 PY .006 .006 0 0 23 SO ANGLES PY .006 .006 0 0 24 SO ANGLE2 PY .006 .006 0 0 25 SO ANGLE1 PY .006 _ .006 0 0 26 SR3 PY .003 .003 0 0 27 MP GAMMA4B PY .006 .006 0 0 28 MP GAMMA4 PY .006 .006 0 0 29 MP GAMMA2B PY .006 .006 0 0 30 MP GAMMA2 PY .006 .006 0 0 31 MP GAMMA1 PY .006 .006 0 0 32 MP BETA5 PY .006 .006 0 0 33 MP BETA4 PY .006 .006 0 0 34 MP BETA2 PY J .006 .006 0 0 35 MP BETA1 PY .006 .006 0 0 36 MP ALPHA4 PY I .006 .006 0 .1 0 37 MP ALPHA2 PY .006 .006 0 0 38 MP ALPHAI B PY .006 .006 0 0 39 MP ALPHA1 PY .006 .006 0 0 40 FACE3B EXT PY .009 .009 0 0 41 FACE3A EXT PY I .009 .009 0 0 42 , FACE1 B EXT PY .009 .009 0 0 43 FACE 1 A EXT PY .009 .009 0 0 44 EXSO12 PY .003 .003 0 0 45 EXSO10 PY .003 .003 0 0 46 EXSO9 PY .003 .003 0 0 47 EXSO7 PY .003 .003 0 0 48 EXSO6 PY .003 .003 0 0 49 EXSO5 PY .003 .003 0 0 50 EXSO3 PY .003 .003 0 0 51 EXSO2 PY .003 .003 0 0 52 DIAGONAL18 PY .009 .009 0 0 . 53 DIAGONAL17 PY .009 .009 0 0 54 DIAGONAL16 PY .009 .009 0 0 55 DIAGONAL15 PY .009 .009 0 0 56 DIAGONAL14 PY .009 .009 0 0 57 DIAGONAL13 PY .009 .009 0 0 58 DIAGONAL12 PY .009 .009 0 0 59 DIAGONAL11 PY .009 .009 ' 0 0 60 DIAGONAL10 PY .009 .009 0 0 61 DIAGONAL9 PY .009 .009 0 0 62 DIAGONAL8 PY .009 .009 0 0 63 DIAGONAL7 PY .009 .009 0 0 64 DIAGONAL6 PY .009 I .009 0 0 65 DIAGONAL5 PY .009 .009 0 0 _ 66 DIAGONAL4 PY .009 .009 0 0 67 DIAGONAL3 PY .009 .009 0 0 68 DIAGONAL2 I PY .009 .009 0 0 69 DIAGONAL1 PY .009 .009 0 0 _ 70 I CONN ANGLE6 PY .013 I .013 0 0 71 CONN ANGLE5 PY .013 ' .013 0 0 72 CONN ANGLE4 PY .013 .013 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22) 874135 - Updated Model (Additions! MDDs) -JEM.R3D] Page 75 Company : POD Feb 18, 2022 II 'R'SA Designer he AM ke Job Number C Checked By: A NEMETSCHEK corn FAN. Model Name : 874135 Member Distributed Loads (BLC 9 : Wind Load(180)) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%] End Location[ft.%] 73 CONN ANGLE3 PY .013 .013 0 0 74 CONN ANGLE2 PY .013 .013 0 0 75 CONN ANGLE1 PY .013 .013 0 0 76 BOTTOM STANDOFF3 PY .007 .007 0 0 77 BOTTOM STANDOFF2 PY .007 .007 0 0 78 BOTTOM STANDOFF1 PY .007 .007 0 0 79 BOTTOM FACE3 PY .015 .015 0 0 80 BOTTOM FACE1 PY .015 .015 0 0 81 BOTTOM FACE2 PY .007 .007 0 0 82 MP1 PY .004 .004 0 0 83 MP2 PY .004 .004 0 0 84 MP3 PY .004 .004 0 0 85 _ SR1 PY .003 .003 0 0 86 SO VERTICALS PY .004 .004 0 0 87 SR2 PY .003 .003 0 0 88 SO VERTICAL6 PY .004 .004 0 0 Member Distributed Loads (BLC 10 : Wind Load(2101) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,N End Location[ft,%1 1 TOP STANDOFF3 ' PY .006 .006 0 0 2 TOP STANDOFF2 PY .006 1 .006 0 0 3 TOP STANDOFF1 PY .006 .006 0 0 4 1 TOP FACE1 PY .013 .013 0 0 5 I TOP FACE2 PY .013 .013 0 0 6 TOP FACE3 PY .006 .006 0 0 7 SO VERTICAL9 PY .004 .004 0 0 8 SO VERTICAL6 PY .004 .004 0 0 9 SO VERTICAL7 PY .004 .004 0 0 10 SO VERTICAL5 PY .004 .004 0 0 11 SO VERTICAL4 __. PY .004 .004 0 0 12 SO VERTICAL2 PY .004 .004 0 0 13 SO VERTICAL1 PY .004 .004 0 , 0 14 SO DIGAONAL3 PY .004 .004 0 0 15 SO DIAGONAL6 PY .004 .004 0 0 16 SO DIAGONAL5 PY .004 .004 0 I 0 17 SO DIAGONAL4 PY .004 .004 0 0 ....__...._ 18 SO DIAGONAL2 PY .004 .004 0 I 0 19 SO DIAGONAL1 PY .004 .004 0 0 20 SO ANGLE6 PY .006 .006 0 0 21 SO ANGLE5 PY .006 .006 0 0 22 SO ANGLE4 PY .006 .006 0 0 23 SO ANGLE3 PY .006 .006 0 0 24 SO ANGLE2 PY .006 .006 0 0 25 SO ANGLE1 PY .006 .006 0 0 26 SR3 PY .002 .002 0 0 27 MP GAMMA4B PY .005 .005 0 0 28 MP GAMMA4 PY .005 .005 0 0 29 MP GAMMA2B PY .005 .005 0 0 30 MP GAMMA2 PY .005 .005 0 0 31 MP GAMMA1_ PY .005 .005 0 0 32 MP BETAS PY .005 .005 0 0 33 MP BETA4 PY .005 .005 0 0 34 MP BETA2 PY .005 .005 0 0 35 MP BETA1 _ PY .005 .005 0 0 36 MP ALPHA4 PY .005 .005 0 0 37 MP ALPHA2 PY .005 .005 0 0 RISA-3D Version 17.0.4 [T:\...\...1...\...\(PL22) 874135- Updated Model (Additions) MDDs)- JEM.R3DI Page 76 Company : Feb 18, I I I RISA Job IN a ber POD Checked By2 .tEYSCHEK COMPANY Model Name : 874135 Member Distributed Loads (BLC 10 : Wind Load(210)) (Continued) Member Label _Direction Start Maanitudefk/ft.... End Maonitudefk/ft.F... Start Locationfft,%1 End Locationfft,%1 38 MP ALPHAI B PY .005 .005 0 0 39 MP ALPHA1 PY .005 .005 0 0 40 FACE3B EXT PY .008 .008 0 0 41 FACE3AEXT PY .008 .008 0 0 42 FACE1B EXT PY .008 .008 0 0 43 FACE1A EXT PY .008 .008 0 0 44 EXSO12 PY .003 .003 0 0 45 EXSO10 PY .003 .003 0 0 46 EXSO9 PY .003 .003 0 47 EXSO7 PY .003 .003 0 0 48 EXSO6 PY .003 .003 0 i 0 49 EXSO5 PY .003 .003 0 0 50 EXSO3 PY .003 .003 0 0 51 EXSO2 PY .003 .003 0 0 52 DIAGONAL18 PY .007 .007 0 0 53 DIAGONAL17 PY .007 .007 0 0 54 DIAGONAL16 PY .007 .007 0 0 55 DIAGONAL15 PY .007 .007 0 0 56 DIAGONAL14 PY .007 .007 0 0 57 DIAGONAL13 PY .007 .007 0 0 58 DIAGONAL12 PY .007 .007 0 0 59 DIAGONAL11 PY .007 .007 0 0 60 DIAGONAL10 PY .007 .007 0 0 61 DIAGONALS PY .007 .007 0 0 62 DIAGONAL8 PY .007 .007 0 0 63 DIAGONAL7 PY .007 .007 0 0 64 DIAGONAL6 PY .007 .007 0 0 65 DIAGONAL5 PY .007 .007 0 0 66 DIAGONAL4 PY .007 .007 0 0 67 DIAGONAL3 PY .007 .007 0 0 68 DIAGONAL2 PY .007 .007 0 0 69 DIAGONAL1 PY .007 .007 0 0 70 CONN ANGLE6 PY .011 .011 0 0 71 CONN ANGLE5 PY .011 .011 0 0 72 CONN ANGLE4 PY .011 .011 0 0 73 CONN ANGLE3 PY .011 .011 0 0 74 CONN ANGLE2 PY .011 .011 0 0 75 CONN ANGLE1 PY .011 .011 0 0 76 BOTTOM STANDOFF3 PY .006 .006 0 0 77 BOTTOM STANDOFF2 PY .006 .006 0 0 78 BOTTOM STANDOFF1 PY .006 .006 0 0 79 BOTTOM FACE1 PY .013 .013 0 0 80 BOTTOM FACE2 PY .013 .013 0 0 81 BOTTOM FACES PY .006 .006 0 0 82 TOP STANDOFF3 PX .004 .004 0 0 83 TOP STANDOFF2 PX .004 .004 0 0 84 TOP STANDOFF1 PX .004 .004 0 0 85 TOP FACE1 PX .007 .007 0 0 86 TOP FACE2 PX .007 .007 0 0 r 87 TOP FACES PX .004 .004 0 0 88 SO VERTICAL9 PX .002 .002 0 0 89 SO VERTICAL8 PX .002 .002 0 0 90 SO VERTICAL7 PX .002 .002 0 0 91 SO VERTICAL5 PX .002 .002 0 0 92 SO VERTICAL4 PX 1 .002 .002 0 0 93 SO VERTICAL2 PX 1 .002 .002 0 0 94 SO VERTICAL1 PX .002 .002 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 77 Company : Feb 18, 02 111 I Desig RISA Job Number POD Che ked By2 „,.,,,,,,,c, .n,,, Model Name : 874135 Member Distributed Loads (BLC 10 : Wind Load(210)) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%J End Location[ft.%] 95 SO DIGAONAL3 PX _ .002 .002 0 0 96 SO DIAGONAL6 PX .002 .002 0 0 97 SO DIAGONAL5 PX .002 .002 0 0 98 SO DIAGONAL4 PX .002 .002 0 0 99 SO DIAGONAL2 PX .002 .002 0 0 100 SO DIAGONAL1 I PX .002 .002 0 0 101 SO ANGLE6 PX .003 .003 0 0 102 I SO ANGLE5 PX .003 .003 0 0 103 SO ANGLE4 PX .003 .003 0 0 104 SO ANGLE3 PX .003 .003 0 0 105 SO ANGLE2 PX .003 .003 0 0 106 SO ANGLE1 PX .003 .003 0 0 107 SR3 PX .001 .001 0 0 108 MP GAMMA4B PX .003 .003 0 0 109 MP GAMMA4 PX .003 .003 0 0 110 MP GAMMA2B PX .003 .003 0 0 111 MP GAMMA2 PX .003 .003 0 0 112 MP GAMMA1 PX .003 .003 0 0 113 MP BETAS PX .003 .003 0 0 114 MP BETA4 PX .003 .003 0 0 115 MP BETA2 PX .003 .003 0 0 116 MP BETA1 PX .003 .003 0 i 0 117 MP ALPHA4 PX .003 .003 0 0 ' 118 MP ALPHA2 PX .003 .003 0 0 119 MP ALPHA1 B PX .003 .003 0 0 120 MP ALPHA1 PX ' .003 .003 0 0 121 FACE3B EXT PX .004 .004 0 0 122 FACE3A EXT PX .004 .004 0 0 123 FACE1B EXT PX .004 .004 0 0 124 FACE1A EXT PX .004 .004 0 0 125 EXSO12 PX .002 .002 0 0 126 EXSO10 PX .002 .002 0 0 127 EXSO9 PX .002 .002 0 0 128 EXSO7 PX .002 .002 0 0 129 EXSO6 PX .002 .002 0 0 130 EXSO5 PX .002 .002 0 0 131 EXSO3 PX .002 .002 0 0 132 EXSO2 PX .002 .002 0 0 133 DIAGONAL18 PX .004 .004 0 0 134 DIAGONAL17 PX .004 .004 0 0 135 DIAGONAL16 PX .004 .004 0 0 136 DIAGONALI5 PX .004 .004 0 0 137 DIAGONAL14 PX .004 .004 0 0 138 DIAGONAL13 PX .004 .004 0 0 139 DIAGONAL12 PX .004 .004 0 0 140 DIAGONAL11 PX .004 .004 0 0 141 DIAGONAL10 PX .004 .004 0 0 142 DIAGONAL9 PX .004 .004 0 0 143 DIAGONALS PX .004 .004 0 0 144 DIAGONAL7 PX .004 .004 0 0 145 DIAGONAL6 PX .004 .004 0 0 146 DIAGONAL5 PX .004 .004 0 0 147 DIAGONAL4 PX .004 .004 0 0 148 DIAGONAL3 PX .004 .004 0 0 149 DIAGONAL2 PX .004 .004 0 0 i 150 DIAGONAL1 PX .004 .004 0 0 151 CONN ANGLE6 PX .006 .006 0 0 RISA-3D Version 17.0.4 [T:\...\...\...1...\(PL22)874135- Updated Model (Additions! MDDs) - JEM.R3DI Page 78 Company : Feb 18,II 5:18 AM r 022 1 RISA Job iNu ber POD Checked2By: A NEMETSCHEK cuMPAN, Model Name : 874135 Member Distributed Loads (BLC 10 : Wind Load(2101) (Continued) Member Label Direction Start Maanitudefklft,... End Maanitudefk/ft,F... Start Locationfft,%1 End Locationfft,%1 152 1 CONN ANGLES PX .006 .006 0 0 153 CONN ANGLE4 PX .006 .006 0 0 154 CONN ANGLE3 1 PX .006 .006 0 0 155 CONN ANGLE2 PX .006 .006 0 0 156 ! CONN ANGLEI I PX .006 .006 0 0 157 BOTTOM STANDOFF3 PX .004 .004 0 0 158 BOTTOM STANDOFF2 PX .004 .004 0 0 159 BOTTOM STANDOFF1 PX .004 .004 0 0 160 BOTTOM FACE1 PX .007 .007 0 0 161 BOTTOM FACE2 PX .007 .007 0 0 162 BOTTOM FACE3 PX .004 .004 0 0 163 MP1 PY .004 .004 0 0 164 MP1 PX .002 .002 0 0 165 MP2 PY .004 .004 0 0 166 MP2 PX .002 .002 0 I 0 167 MP3 PY .004 .004 0 0 168 MP3 PX .002 .002 0 0 169 SR1 PY .002 .002 0 0 170 SR1 PX .001 .001 0 0 171 SO VERTICAL3 PY .004 .004 0 0 ' 172 SO VERTICAL3 PX .002 .002 0 0 173 SR2 PY 1 .002 .002 0 0 174 SR2 PX .001 .001 0 0 175 SO VERTICAL6 PY .004 .004 0 0 176 SO VERTICAL6 PX .002 .002 0 0 Member Distributed Loads (BLC 11 : Wind Load(240)) Member Label Direction Start M gnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%] End Location[ft.%1 1 TOP STANDOFF3 PY .004 .004 0 0 2 TOP STANDOFF2 PY .004 .004 0 0 3 TOP STANDOFF1 PY .004 .004 0 0 4 TOP FACE1 PY .007 .007 0 0 5 TOP FACE2 PY ' .007 .007 0 0 6 TOP FACE3 PY .004 .004 0 0 7 SO VERTICALS PY .002 .002 0 0 8 SO VERTICAL8 PY .002 .002 0 0 9 SO VERTICAL7 PY .002 .002 0 0 10 SO VERTICAL5 PY .002 .002 0 0 11 SO VERTICAL4 PY .002 .002 0 0 12 SO VERTICAL2 PY .002 .002 0 0 13 SO VERTICALI PY .002 .002 0 0 14 SO DIGAONAL3 I PY .002 .002 0 0 15 SO DIAGONAL6 PY .002 .002 _ 0 0 16 SO DIAGONAL5 PY .002 .002 0 0 17 SO DIAGONAL4 PY .002 .002 0 0 18 SO DIAGONAL2 PY .002 .002 0 0 19 SO DIAGONAL1 PY .002 .002 0 0 20 SO ANGLE6 PY .003 .003 0 0 21 SO ANGLE5 PY .003 .003 0 0 22 SO ANGLE4 PY .003 .003 0 0 23 SO ANGLE3 PY .003 .003 0 0 24 SO ANGLE2 PY .003 .003 0 0 :_ 25 SO ANGLE1 PY .003 .003 0 0 I 26 SR3 PY .001 .001 0 0. 1 27 MPGAMMA4B PY .003 .003 0 0 28 MP GAMMA4 PY .003 .003 0 0 RISA-3D Version 17.0.4 [T:1...1...1...\...\(PL22) 874135 - Updated Model (Additions) MDDs)- JEM.R3D] Page 79 Company : POD Feb 18,2022 1 I R ISA Designer : 5:18 AM Job Number Checked By: , ,,,,-s ,,, Model Name : 874135 Member Distributed Loads (BLC 11 : Wind Load(240)) (Continued) Member Label Direction Start Magnitudelk/ft,... End Magnitude[k/ft,F... Start Location[ft,%] End Location[ft,%] 29 MP GAMMA2B PY .003 .003 0 0 30 MP GAMMA2 PY .003 .003 0 0 31 MP GAMMA1 PY .003 .003 0 0 32 MP BETAS PY .003 .003 0 0 33 MP BETA4 PY .003 .003 0 0 34 MP BETA2 PY .003 .003 0 0 35 MP BETA1 PY .003 .003 0 0 36 MP ALPHA4 PY .003 .003 0 0 37 MP ALPHA2 PY .003 .003 0 0 38 MP ALPHA1 B PY .003 .003 0 0 39 MP ALPHAI PY .003 .003 0 0 40 FACE3B EXT PY .004 .004 0 0 41 FACE3A EXT PY .004 .004 0 0 42 FACE1B EXT PY .004 .004 0 0 43 FACE1A EXT PY .004 .004 0 0 44 EXS012 PY .002 .002 0 0 45 EXS010 PY .002 .002 0 0 46 EXS09 PY .002 .002 0 0 47 EXS07 PY .002 .002 0 0 48 EXSO6 PY .002 .002 0 0 49 EXSO5 PY .002 .002 0 0 50 EXSO3 PY .002 .002 0 0 51 EXSO2 PY .002 .002 0 0 52 DIAGONAL18 PY .004 .004 0 0 53 DIAGONAL17 PY .004 .004 1 0 0 54 DIAGONALI6 PY .004 .004 0 0 55 DIAGONAL15 PY .004 .004 0 0 56 DIAGONALI4 PY .004 .004 0 0 57 DIAGONAL13 PY .004 .004 0 0 58 DIAGONAL12 PY .004 .004 0 0 59 DIAGONAL11 PY .004 .004 0 0 60 DIAGONAL10 PY .004 .004 0 0 61 DIAGONAL9 PY .004 .004 0 0 62 DIAGONAL8 1 PY .004 .004 0 0 63 DIAGONAL7 PY .004 .004 0 0 64 I DIAGONAL6 I PY .004 .004 0 0 65 DIAGONAL5 PY .004 .004 0 0 66 DIAGONAL4 PY .004 .004 0 0 67 DIAGONAL3 1 PY .004 .004 0 0 68 DIAGONAL2 PY .004 ; .004 0 0 69 DIAGONAL1 PY .004 .004 0 0 70 I CONN ANGLE6 PY .006 .006 0 0 71 CONN ANGLE5 PY .006 ' 006 0 0 72 CONN ANGLE4 PY .006 .006 0 0 73 CONN ANGLE3 PY .006 .006 0 0 74 CONN ANGLE2 PY .006 .006 0 0 75 CONN ANGLE1 PY .006 .006 0 0 76 BOTTOM STANDOFF3 PY .004 .004 0 0 77 BOTTOM STANDOFF2 pY .004 .004 0 0 ..._.. ...... .........._.. 78 BOTTOM STANDOFF1 PY .004 .004 0 0 79 BOTTOM FACE1 PY .007 .007 0 0 80 BOTTOM FACE2 PY .007 .007 0 0 81 BOTTOM FACE3 PY .004 .004 0 0 82 TOP STANDOFF3 PX .006 .006 0 0 83 TOP STANDOFF2 PX .006 .006 0 0 84 TOP STANDOFF1 PX .006 .006 0 0 85 TOP FACE1 PX .013 .013 0 0 I RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135- Updated Model (Additions) MDDs)- JEM.R3D] Page 80 Company : POD Feb 18,2022 I'I RISA Desig JobNner 5:18 AM umber Checked By: A HEMETSCHEK COMPANY Model Name : 874135 Member Distributed Loads (BLC 11 : Wind Load(240)) (Continued) j Member Label Direction Start Maanitudefk/ft,... End Maanitudefk/ft,F... Start Locationfft,%1 End Locationfft,%1 ' 86 TOP FACE2 PX .013 .013 0 0 87 TOP FACE3 PX .006 .006 0 _ 0 88 SO VERTICAL9 PX .004 .004 0 . 0 89 SO VERTICAL8 PX .004 .004 0 0 90 SO VERTICAL7 PX .004 .004 0 0 91 SO VERTICAL5 PX .004 .004 0 0 92 SO VERTICAL4 PX .004 .004 0 0 93 SO VERTICAL2 PX .004 .004 0 0 94 SO VERTICAL1 PX .004 .004 0 0 95 SO DIGAONAL3 PX .004 .004 0 0 96 SO DIAGONAL6 PX .004 .004 0 0 97 SO DIAGONAL5 PX .004 .004 0 0 98 SO DIAGONAL4 , PX .004 .004 0 0 99 SO DIAGONAL2 PX .004 .004 0 0 100 SO DIAGONAL1 PX .004 .004 0 0 101 SO ANGLE6 PX .006 .006 0 0 102 SO ANGLE5 PX .006 .006 0 0 103 SO ANGLE4 PX .006 .006 0 0 104 SO ANGLE3 PX .006 .006 0 0 105 SO ANGLE2 PX .006 .006 0 0 106 SO ANGLE1 PX .006 .006 0 0 107 SR3 PX .002 .002 0 0 108 MP GAMMA4B PX .005 .005 0 0 109 MP GAMMA4 PX .005 .005 0 0 110 MP GAMMA2B PX .005 .005 0 0 111 MP GAMMA2 PX .005 .005 0 0 112 MP GAMMA1 PX .005 .005 0 0 113 MP BETA5 PX .005 .005 0 0 114 MP BETA4 PX .005 .005 0 0 115 MP BETA2 PX .005 .005 0 0 116 MP BETA1 PX .005 .005 0 0 117 MP ALPHA4 PX .005 .005 0 0 118 MP ALPHA2 PX .005 .005 0 0 119 MP ALPHA1 B PX .005 .005 0 0 120 MP ALPHA1 PX .005 .005 0 0 121 FACE3B EXT PX .008 .008 0 0 122 FACE3A EXT PX .008 .008 0 0 123 FACE1B EXT PX .008 .008 0 0 124 FACE 1 A EXT PX .008 .008 0 0 125 EXS012 PX .003 .003 0 0 126 EXS010 ! PX .003 .003 0 0 127 EXSO9 PX .003 .003 0 0 128 EXS07 PX .003 .003 0 0 129 i EXS06 PX .003 I .003 0 0 130 EXS05 PX .003 .003 0 0 131 EXS03 PX .003 .003 0 0 132 EXS02 PX .003 .003 0 0 133 DIAGONAL18 PX .007 .007 0 0 134 DIAGONAL17 PX .007 .007 0 0 135 DIAGONAL16 PX .007 .007 0 0 136 DIAGONAL15 PX .007 .007 0 1 0 137 DIAGONAL14 PX .007 .007 0 0 138 DIAGONAL13 PX .007 .007 0 0 139 DIAGONAL12 PX .007 .007 0 0 140 DIAGONALI1 PX .007 .007 0 0 141 DIAGONAL10 PX .007 .007 0 0 142 DIAGONALS PX .007 .007 0 __I 0 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22) 874135- Updated Model (Additions) MDDs)-JEM.R3D] Page 81 Company : Feb 18, 5:18 022 IIIRISA JDoebsignue mrber : POD Che k d2By: NEMETSCHEK oc..PANv Model Name : 874135 Member Distributed Loads (BLC 11 : Wind Load(240)) (Continued) Member Label Direction Start Magnitude[k/ft.... End Maanitudefk/ft.F... Start Location[ft,%] End Location[ft,%] 143 DIAGONAL8 PX .007 .007 0 _ 0 144 DIAGONAL7 PX .007 .007 0 0 145 DIAGONAL6 PX .007 .007 0 0 146 DIAGONAL5 PX .007 .007 0 0 147 DIAGONAL4 PX .007 .007 0 0 148 DIAGONAL3 PX .007 .007 0 0 149 DIAGONAL2 PX .007 .007 0 0 150 DIAGONAL1 PX .007 .007 0 0 151 CONN ANGLE6 PX .011 .011 0 0 152 CONN ANGLE5 PX .011 .011 0 0 153 CONN ANGLE4 PX .011 .011 0 0 154 CONN ANGLE3 PX .011 .011 0 0 155 CONN ANGLE2 PX .011 .011 0 0 156 CONN ANGLE1 PX .011 .011 0 0 157 BOTTOM STANDOFF3 PX .006 .006 0 0 158 BOTTOM STANDOFF2 PX .006 .006 0 0 159 BOTTOM STANDOFF1 PX .006 .006 0 0 160 BOTTOM FACE1 PX .013 .013 0 0 161 BOTTOM FACE2 PX .013 .013 0 0 162 BOTTOM FACE3 PX .006 .006 0 0 163 MP1 PY .002 .002 0 0 164 MP1 PX .004 .004 0 0 165 MP2 PY .002 .002 0 0 166 MP2 PX .004 .004 0 0 167 MP3 PY .002 .002 0 0 168 MP3 PX .004 .004 0 0 169 SR1 PY .001 .001 0 0 170 SR1 PX .002 .002 0 _ 0 171 SO VERTICAL3 PY .002 .002 0 0 172 SO VERTICAL3 PX .004 .004 0 0 173 SR2 PY .001 .001 0 0 174 SR2 PX .002 .002 0 0 175 SOVERTICAL6 PY .002 .002 0 0 176 SO VERTICAL6 PX .004 .004 0 0 Member Distributed Loads (BLC 12 : Wind Load(2701) Member Label Direction Start Magnitude[k/ft,... End Magnitudefk/ft,F... Start Location[ft.%] End Locationfft%] 1 TOP STANDOFF3 PX .007 .007 0 0 2 TOP STANDOFF2 PX .007 .007 0 0 3 TOP STANDOFF1 PX .007 .007 0 0 4 TOP FACE1 PX .015 .015 0 0 5 TOP FACE2 PX .015 .015 0 0 6 TOP FACE3 PX .007 .007 0 0 7 SO VERTICAL9 PX .004 .004 _ 0 0 8 SO VERTICAL8 PX .004 .004 0 0 9 SO VERTICAL7 PX .004 .004 0 0 10 SO VERTICALS PX .004 .004 0 0 11 SO VERTICAL4 PX .004 .004 0 0 12 SO VERTICAL2 PX .004 .004 0 0 13 SO VERTICAL1 PX .004 .004 0 0 14 SO DIGAONAL3 PX .004 .004 0 0 15 SO DIAGONAL6 PX .004 .004 0 0 16 SO DIAGONAL5 PX .004 .004 0 0 17 SO DIAGONAL4 PX .004 .004 0 0 18 SO DIAGONAL2 PX .004 .004 0 0 19 SO DIAGONAL1 PX .004 _ .004 0 0 RISA-3D Version 17.0.4 [T:\...1...\...\...\(PL22) 874135- Updated Model (Additions) MDDs) -JEM.R3D] Page 82 Company : POD Feb 18,2022 I II RISA DesbigNnerumber 5:18 AM Jo Checked By: <Nrrte-s,-Hek cohacANv Model Name : 874135 Member Distributed Loads (BLC 12 : Wind Load(270)) (Continued) Member Label Direction Start Magnitudefk/ft.... End Maanitudefklft,F... Start Locationfft,%1 End Locationfft,%1 20 SO ANGLE6 PX .006 .006 0 0 21 SO ANGLE5 PX .006 .006 0 0 _ 22 SO ANGLE4 PX .006 .006 0 0 23 SO ANGLE3 PX .006 .006 0 0 24 SO ANGLE2 PX .006 .006 0 0 25 SO ANGLE1 PX .006 .006 0 0 26 SR3 PX .003 .003 0 0 27 MP GAMMA4B PX .006 .006 0 0 28 MP GAMMA4 PX .006 .006 0 0 29 MP GAMMA2B_ PX .006 .006 0 0 30 MP GAMMA2 PX .006 .006 0 0 31 MP GAMMA1 PX .006 .006 _ 0 0 32 MP BETAS PX .006 .006 0 0 33 MP BETA4 PX .006 .006 0 0 34 MP BETA2 PX .006 .006 0 0 35 MP BETA1 PX .006 _ .006 0 0 36 MP ALPHA4 PX .006 .006 0 0 37 MP ALPHA2 PX .006 .006 0 0 38 MP ALPHAI B PX .006 .006 i 0 0 39 MP ALPHA1 PX .006 .006 0 0 40 FACE3B EXT PX .009 .009 0 0 41 FACE3A EXT PX .009 .009 0 0 42 FACE1B EXT PX .009 .009 0 0 43 FACE1A EXT PX .009 .009 0 0 44 EXS012 PX .003 .003 0 0 45 EXSO10 PX .003 I .003 0 0 46 EXSO9 PX .003 .003 0 0 47 EXSO7 PX .003 .003 0 0 48 EXSO6 i PX .003 .003 0 0 49 EXSO5 PX .003 .003 0 0 50 EXSO3 PX .003 .003 0 0 51 EXSO2 PX .003 .003 0 0 52 DIAGONAL18 PX .009 .009 0 0 53 DIAGONAL17 PX .009 .009 0 0 54 DIAGONAL16 PX .009 .009 0 I 0 55 DIAGONAL15 PX .009 .009 0 0 56 DIAGONAL14 PX .009 .009 0 0 57 DIAGONAL13 PX .009 .009 0 0 58 DIAGONAL12 PX .009 .009 0 0 59 DIAGONAL11 PX .009 .009 0 0 60 DIAGONAL10 PX .009 .009 0 0 61 DIAGONAL9 PX I .009 .009 0 _ 0 62 DIAGONAL8 PX .009 .009 0 0 63 DIAGONAL7 PX .009 .009 0 0 64 DIAGONAL6 PX .009 .009 0 0 65 DIAGONALS PX .009 .009 0 • 0 66 DIAGONAL4 PX .009 .009 0 0 67 DIAGONAL3 PX .009 .009 0 0 68 DIAGONAL2 PX .009 .009 0 0 69 DIAGONAL1 PX .009 .009 0 0 70 CONN ANGLE6 PX .013 .013 I 0 0 71 CONN ANGLE5 PX .013 .013 0 0 72 CONN ANGLE4 PX .013 .013 0 0 73 CONN ANGLE3 PX .013 .013 0 0 74 CONN ANGLE2 PX .013 .013 0 0 75 CONN ANGLE1 PX .013 .013 0 0 76 1 BOTTOM STANDOFF3 PX .007 .007 0 0 RISA-3D Version 17.0.4 [T:1...\...\...1...\(PL22)874135- Updated Model (Additions! MDDs)-JEM.R3D] Page 83 I I I RISA Nn ber POD Che ked By2 JobCompany : Feb Model Name : 874135 Member Distributed Loads (BLC 12 : Wind Load(270)) (Continued) Member Label Direction Start Magnitudefk/ft.... End Magnitude[k/ft,F... Start Location[ft%] End Location[ft,%1 77 BOTTOM STANDOFF2 PX .007 .007 0 0 78 BOTTOM STANDOFF1 PX .007 .007 0 0 79 BOTTOM FACE1 PX .015 .015 0 0 80 BOTTOM FACE2 PX .015 .015 0 0 81 BOTTOM FACE3 PX .007 .007 0 0 82 MP1 PX .004 .004 0 ! 0 83 MP2 PX .004 .004 0 0 84 MP3 PX .004 .004 0 0 85 SR1 PX .003 .003 0 0 86 SO VERTICAL3 PX .004 .004 0 . 0 87 SR2 PX .003 .003 0 0 88 SO VERTICAL6 PX .004 .004 0 0 Member Distributed Loads (BLC 13 : Wind Load(300)) Member Label Direction Start Magnitude[k/ft End Magnitudefk/ft F Start Location[ft,%) End Location[ft.%] 1 TOP STANDOFF3 PY -.004 -.004 0 0 2 TOP STANDOFF2 PY -.004 -.004 0 0 3 TOP STANDOFF1 PY -.004 -.004 0 0 4 TOP FACE1 PY -.007 -.007 0 0 5 TOP FACE2 PY -.007 -.007 0 0 6 TOP FACE3 PY -.004 -.004 0 0 7 SO VERTICAL9 PY -.002 -.002 0 0 8 SO VERTICALS PY -.002 -.002 0 0 9 SO VERTICAL7 PY -.002 -.002 0 0 10 SO VERTICAL5 PY -.002 -.002 0 0 11 SO VERTICAL4 PY -.002 -.002 0 0 12 SO VERTICAL2 PY -.002 -.002 0 0 13 SO VERTICAL1 PY -.002 -.002 0 0 14 SO DIGAONAL3 ! PY -.002 ( -.002 0 0 15 SO DIAGONAL6 PY -.002 -.002 0 0 16 SO DIAGONAL5 PY -.002 -.002 0 0 17 SO DIAGONAL4 PY -.002 -.002 0 0 _ 18 SO DIAGONAL2 PY -.002 -.002 0 0 19 SO DIAGONAL1 PY -.002 -.002 0 0 20 SO ANGLE6 PY -.003 -.003 0 0 21 SO ANGLE5 PY -.003 -.003 0 0 22 SO ANGLE4 PY -.003 -.003 0 0 23 SO ANGLES PY -.003 -.003 0 0 24 SO ANGLE2 PY -.003 -.003 0 0 25 SO ANGLE1 PY -.003 -.003 0 0 26 SR3 PY -.001 -.001 0 0 27 MP GAMMA4B PY -.003 -.003 0 0 28 MP GAMMA4 PY -.003 -.003 0 0 29 MP GAMMA2B PY -.003 -.003 0 0 30 . MP GAMMA2 PY -.003 -.003 0 0 31 MP GAMMA1 PY -.003 -.003 0 0 32 MP BETAS PY -.003 -.003 0 0 33 MP BETA4 PY -.003 -.003 0 0 34 MP BETA2 PY -.003 -.003 0 0 35 MP BETA1 PY -.003 -.003 0 0 36 MP ALPHA4 PY -.003 -.003 0 0 37 MP ALPHA2 PY -.003 -.003 0 0 38 MP ALPHAIB PY -.003 -.003 0 0 39 MP ALPHA1 PY -.003 -.003 0 0 40 FACE3B EXT PY -.004 . -.004 0 0 41 FACE3A EXT PY -.004 -.004 _ 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22) 874135- Updated Model (Additions! MDDs) -JEM.R3D] Page 84 Company : POD Feb 18,2022 I'I RISA JobN Designerumber 5:18 AM Checked B A N f%.;'3^HFh rCMnAN, Model Name : 874135 Y Member Distributed Loads (BLC 13 : Wind Load(300)) (Continued) Member Label Direction Start Maanitudefkift.... End Maanitudefk/ft.F... Start Locationfft,%1 End Locationfft,%1__ 42 FACE1B EXT PY -.004 -.004 0 0 43 FACE1A EXT PY -.004 -.004 0 0 44 EXS012 PY -.002 -.002 0 0 45 EXS010 _ PY -.002 -.002 0 0 46 EXS09 PY -.002 -.002 0 0 47 EXS07 _ PY -.002 -.002 0 0 48 EXSO6 PY -.002 -.002 0 0 49 EXS05 PY -.002 -.002 0 0 50 EXSO3 PY -.002 -.002 0 0 51 EXS02 PY -.002 -.002 0 0 52 DIAGONAL18 PY -.004 -.004 0 0 53 DIAGONAL17 PY -.004 -.004 0 0 54 DIAGONAL16 PY -.004 -.004 0 0 55 DIAGONAL15 PY -.004 -.004 0 0 56 DIAGONAL14 PY -.004 -.004 0 0 57 DIAGONAL13 PY -.004 -.004 0 0 58 DIAGONAL12 PY -.004 -.004 0 0 59 DIAGONAL11 PY -.004 -.004 0 0 60 DIAGONAL10 PY -.004 -.004 0 0 61 DIAGONAL9 PY -.004 -.004 0 0 62 DIAGONAL8 PY -.004 -.004 0 0 63 DIAGONAL7 PY -.004 -.004 0 0 64 DIAGONAL6 PY -.004 -.004 0 0 65 DIAGONAL5 PY -.004 -.004 0 0 66 DIAGONAL4 PY -.004 -.004 0 0 67 DIAGONAL3 PY -.004 -.004 0 0 68 DIAGONAL2 PY -.004 -.004 0 0 69 DIAGONAL1 PY -.004 -.004 0 0 70 CONN ANGLE6 PY -.006 -.006 0 0 71 CONN ANGLE5 PY -.006 -.006 0 0 72 CONN ANGLE4 PY -.006 -.006 0 0 73 CONN ANGLE3 PY -.006 -.006 0 0 74 CONN ANGLE2 PY -.006 -.006 0 0 75 CONN ANGLE1 PY -.006 -.006 0 0 76 BOTTOM STANDOFF3 PY -.004 -.004 0 1 0 77 BOTTOM STANDOFF2 PY -.004 -.004 0 0 78 BOTTOM STANDOFF1 PY -.004 -.004 0 0 ' 79 BOTTOM FACE1 PY -.007 -.007 0 0 80 BOTTOM FACE2 PY -.007 -.007 0 0 81 BOTTOM FACE3 PY i -.004 -.004 0 0 82 TOP STANDOFF3 PX .006 .006 0 0 83 TOP STANDOFF2 PX .006 .006 0 0 84 TOP STANDOFF1 PX .006 .006 0 0 85 TOP FACE1 PX .013 .013 0 0 86 TOP FACE2 PX .013 .013 0 0 87 TOP FACE3 PX .006 .006 0 0 88 SO VERTICAL9 PX .004 .004 0 0 89 SO VERTICAL8 _ PX .004 .004 0 0 90 SO VERTICAL? PX .004 .004 0 0 91 SO VERTICALS PX .004 .004 0 0 92 SO VERTICAL4 PX .004 .004 0 0 93 SO VERTICAL2 PX .004 .004 0 0 94 SO VERTICAL1 PX .004 .004 0 0 95 SO DIGAONAL3 PX .004 .004 0 0 96 SO DIAGONAL6 ; PX .004 .004 0 0 97 SO DIAGONAL5 PX .004 .004 0 ' 0 98 SO DIAGONAL4 PX .004 .004 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additions! MDDs) -JEM.R3D] Page 85 Company : Feb 18, 02 IIIRISA Job ignmber POD 5:1 AM Ch kedzBy2 cam=.au.. Model Name : 874135 Member Distributed Loads (BLC 13 : Wind Load(3001) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F._ Start Location[ft,%] End Location[ft.%] 99 SO DIAGONAL2 PX .004 .004 0 0 100 SO DIAGONAL1 PX .004 .004 1 1 0 0 101 SO ANGLE6 PX .006 _ .006 0 0 102 SO ANGLE5 PX .006 .006 0 0 103 SO ANGLE4 PX .006 .006 0 0 ............. 104 SO ANGLE3 PX .006 .006 0 0 105 SO ANGLE2 PX .006 .006 0 0 106 SO ANGLE1 PX .006 .006 0 0 107 SR3 PX .002 .002 0 0 108 MP GAMMA4B -i PX .005 .005 0 0 109 MP GAMMA4 PX .005 .005 0 0 110 MP GAMMA2B I PX .005 .005 0 0 111 MP GAMMA2 PX .005 .005 0 0 112 l MP GAMMA1 PX .005 .005 0 0 • 113 MP BETA5 PX .005 .005 0 0 114 : MP BETA4 PX .005 .005 0 0 115 MP BETA2 PX .005 .005 0 0 116 I MP BETA1 PX .005 i .005 0 0 117 MP ALPHA4 PX .005 .005 0 0 118 MP ALPHA2 PX .005 .005 0 0 119 MP ALPHA1 B PX .005 , .005 0 0 120 MP ALPHA1 PX .005 .005 0 0 121 FACE3B EXT PX .008 .008 0 0 122 FACE3A EXT PX .008 .008 0 0 123 FACE1B EXT PX .008 .008 0 0 j 124 FACEIA EXT PX .008 .008 0 0 125 EXSO12 PX .003 _003 0 0 126 EXSO10 PX .003 .003 0 0 127 EXSO9 PX .003 .003 0 0 128 EXSO7 PX .003 .003 0 0 129 EXSO6 PX .003 .003 0 0 i 130 EXSO5 PX .003 .003 0 I 0 131 EXSO3 PX .003 .003 0 0 132 EXSO2 PX .003 .003 0 0 133 DIAGONAL18 PX .007 .007 0 0 134 DIAGONAL17 PX .007 .007 0 0 135 DIAGONAL16 PX .007 .007 0 0 136 DIAGONAL15 PX .007 .007 0 0 137 DIAGONAL14 PX .007 .007 0 0 138 DIAGONAL13 PX .007 .007 0 0 139 DIAGONAL12 PX .007 .007 0 0 140 DIAGONAL11 PX .007 .007 0 0 141 DIAGONAL10 PX .007 .007 0 0 142 DIAGONAL9 PX .007 .007 0 0 143 DIAGONAL8 PX .007 .007 0 0 144 DIAGONAL7 PX .007 .007 0 0 145 DIAGONAL6 PX .007 .007 0 0 146 DIAGONALS PX .007 .007 0 0 147 DIAGONAL4 PX .007 .007 0 0 148 DIAGONAL3 PX .007 .007 0 0 149 DIAGONAL2 PX .007 .007 0 0 150 DIAGONAL1 PX .007 .007 0 0 151 CONN ANGLE6 PX .011 .011 0 0 152 CONN ANGLES PX .011 .011 0 0 153 CONN ANGLE4 PX .011 .011 0 0 154 CONN ANGLE3 PX .011 .011 0 0 155 CONN ANGLE2 PX .011 .011 0 0 RISA-3D Version 17.0.4 [T:1...\...\...1...\(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 86 Company : Feb 18, I I I RISA Job igumber : POD 5:1 AM ked2By uf;,vANY Model Name : 874135 Member Distributed Loads (BLC 13 : Wind Load(300)) (Continued) Member Label Direction Start Maanitudefk1ft,... End Magnitude[klft,F... Start Location[ft,%1 End Location[ft,%1 156 CONN ANGLE1 PX .011 .011 0 0 157 BOTTOM STANDOFF3 PX .006 .006 0 0 158 BOTTOM STANDOFF2 PX .006 .006 0 0 159 BOTTOM STANDOFF1 PX .006 .006 _ ' 0 0 160 BOTTOM FACE1 PX .013 .013 0 0 161 BOTTOM FACE2 PX .013 _ .013 0 0 162 BOTTOM FACE3 PX .006 .006 0 0 163 MP1 PY -.002 -.002 0 0 164 MP1 PX .004 .004 0 0 165 MP2 PY -.002 -.002 0 0 166 MP2 PX .004 .004 0 0 167 MP3 PY -.002 -.002 0 0 168 MP3 PX .004 .004 0 0 169 SR1 PY -.001 -.001 0 0 170 SR1 PX .002 .002 0 0 171 SO VERTICAL3 PY -.002 -.002 0 0 172 1 SO VERTICAL3 f PX .004 .004 0 0 173 SR2 PY -.001 -.001 0 0 174I SR2 PX .002 .002 0 0 175 SO VERTICAL6 PY -.002 -.002 0 0 176 SO VERTICAL6 PX .004 .004 0 0 Member Distributed Loads (BLC 14 : Wind Load(330)) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft%] End Locationlft,%] 1 TOP STANDOFF3 PY -.006 -.006 0 0 2 TOP STANDOFF2 PY -.006 -.006 0 0 3 TOP STANDOFF1 PY -.006 -.006 0 0 4 TOP FACE3 PY -.013 -.013 0 0 5 TOP FACE2 PY -.013 -.013 0 0 6 TOP FACE1 PY -.006 -.006 0 0 7 SO VERTICAL9 PY -.004 -.004 0 0 8 SO VERTICALS PY -.004 -.004 0 0 9 SO VERTICAL7 PY -.004 -.004 0 0 10 SO VERTICAL5 PY 1 -.004 -.004 0 0 11 SO VERTICAL4 PY -.004 -.004 0 0 12 SO VERTICAL2 PY I -.004 -.004 0 0 13 SO VERTICAL1 PY -.004 -.004 0 0 14 SO DIGAONAL3 PY -.004 -.004 0 0 15 SO DIAGONAL6 PY -.004 -.004 0 0 16 SO DIAGONALS PY -.004 -.004 0 0 17 SO DIAGONAL4 PY -.004 -.004 0 0 18 SO DIAGONAL2 PY -.004 -.004 0 0 19 SO DIAGONAL1 PY -.004 -.004 0 0 20 SO ANGLE6 PY -.006 -.006 0 0 21 SO ANGLES PY -.006 -.006 0 0 22 SO ANGLE4 PY -.006 -.006 0 0 23 SO ANGLE3 PY -.006 -.006 0 0 24 SO ANGLE2 PY -.006 -.006 0 0 25 SO ANGLE1 PY -.006 -.006 0 0 26 SR3 PY -.002 -.002 0 0 27 MP GAMMA4B PY -.005 -.005 0 0 28 MP GAMMA4 PY -.005 -.005 0 0 29 MP GAMMA2B PY -.005 -.005 0 0 30 ' MP GAMMA2 PY -.005 -.005 0 0 31 MP GAMMA1 PY ' -.005 __ -.005 0 0 32 ' MP BETA5 PY -.005 -.005 0 0 RISA-3D Version 17.0.4 [T:1...\...\...1...1(PL22) 874135 - Updated Model (Additions! MDDs)- JEM.R3D] Page 87 Company : Feb 18, 02 I'IRISA Jobgumber POD Ch8AM ked2By2 A NCI."_TSCHCK CO P.... Model Name : 874135 Member Distributed Loads (BLC 14 : Wind Load(330)) (Continued) Member Label Direction Start Magnitudelk/ft,... End Magnitude[k/ft,F._. Start Locationfft,%] End Location[ft,%] 33 MP BETA4 PY -.005 -.005 0 0 34 MP BETA2 PY -.005 -.005 0 0 5 ' MP BETA1 PY -.005 -.005 0 0 36 MP ALPHA4 PY -.005 -.005 0 0 37 MP ALPHA2 PY -.005 -.005 0 0 38 MP ALPHA1 B PY -.005 -.005 0 0 39 MP ALPHA1 PY -.005 -.005 0 0 40 FACE3B EXT PY -.008 -.008 0 0 41 FACE3A EXT PY -.008 -.008 0 0 42 FACE1B EXT PY -.008 -.008 0 0 43 FACE1A EXT PY _ -.008 -.008 0 0 44 EXSO12 PY -.003 -.003 0 0 45 EXS010 PY -.003 -.003 0 0 46 EXS09 PY -.003 -.003 0 0 47 EXS07 PY -.003 -.003 0 0 48 EXS06 PY -.003 -.003 0 0 49 EXS05 __. PY -.003 -.003 0 0 50 EXS03 PY -.003 -.003 0 0 51 EXSO2 PY -.003 -.003 0 _ 0 52 DIAGONAL18 PY -.007 -.007 0 0 53 DIAGONAL17 PY -.007 -.007 0 0 54 DIAGONAL16 PY -.007 -.007 0 0 55 DIAGONAL15 PY -.007 -.007 0 0 56 DIAGONAL14 PY -.007 -.007 0 0 57 DIAGONAL13 PY -.007 -.007 0 0 58 DIAGONAL12 PY -.007 -.007 0 0 59 DIAGONAL11 PY -.007 -.007 0 0 60 DIAGONAL10 PY -.007 -.007 0 0 61 DIAGONAL9 PY -.007 -.007 0 0 62 1 DIAGONAL8 PY -.007 -.007 0 0 63 DIAGONAL7 PY -.007 -.007 0 0 64 DIAGONAL6 I PY -.007 -.007 0 0 65 DIAGONAL5 PY -.007 -.007 0 0 66 i DIAGONAL4 PY -.007 i -.007 0 0 ) 67 DIAGONAL3 PY -.007 -.007 0 0 68 DIAGONAL2 PY -.007 -.007 0 0 69 DIAGONAL1 PY -_007 -.007 0 0 70 CONN ANGLE6 PY -.011 -.011 0 0 71 CONN ANGLE5 PY -.011 -.011 0 0 72 CONN ANGLE4 PY -.011 -.011 0 0 73 CONN ANGLE3 PY -.011 -.011 0 0 74 CONN ANGLE2 PY -.011 -.011 0 0 75 CONN ANGLE1 PY -.011 -.011 0 0 76 BOTTOM STANDOFF3 PY -.006 -.006 0 0 77 BOTTOM STANDOFF2 PY -.006 -.006 0 0 78 BOTTOM STANDOFF1 PY -.006 -.006 0 I 0 79 BOTTOM FACE3 PY -.013 -.013 0 1 0 80 BOTTOM FACE2 PY , -.013 -.013 0 0 81 BOTTOM FACE1 PY -.006 -.006 0 0 82 TOP STANDOFF3 PX .004 .004 0 0 83 TOP STANDOFF2 PX .004 .004 0 _ 0 84 TOP STANDOFF1 PX .004 .004 0 0 85 TOP FACE3 PX .007 .007 0 0 86 TOP FACE2 PX .007 .007 0 0 87 TOP FACE1 PX .004 .004 0 0 88 SO VERTICALS PX .002 .002 0 0 89 SO VERTICAL8 PX .002 .002 0 0 RISA-3D Version 17.0.4 [T:\...\...\...1...\(PL22)874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 88 I ICompany POD Feb 18,2022 I RISA Jber Ch8 M By ob'Num ,;,�,,,,,,c.- Model Name : 874135 Member Distributed Loads (BLC 14 : Wind Load(330)) (Continued) Member Label Direction Start Maanitudefk/ft,... End Maanitudefk/ft,F... Start Locationfft.%1 End Locationfft,%1 90 SO VERTICAL7 PX .002 .002 0 0 _91 SO VERTICAL5 PX .002 .002 0 0 92 SO VERTICAL4 PX .002 .002 0 0 93 SO VERTICAL2 PX .002 .002 0 0 94 SO VERTICALI PX .002 .002 0 0 95 SO DIGAONAL3 PX .002 .002 0 0 96 I SO DIAGONAL6 i PX .002 .002 0 0 97 SO DIAGONAL5 PX .002 .002 0 0 98 . SO DIAGONAL4 PX .002 .002 0 0 99 SO DIAGONAL2 PX .002 .002 0 . 0_ 100 SO DIAGONALI 1 PX .002 .002 0 0 101 SO ANGLE6 PX .003 .003 0 0 102 SO ANGLE5 PX .003 .003 0 0 103 SO ANGLE4 PX .003 .003 0 0 104 SO ANGLE3 PX .003 .003 0 0 105 SO ANGLE2 PX .003 .003 0 0 106 SO ANGLE1 PX .003 .003 0 0 107 SR3 PX .001 .001 0 0 108 MP GAMMA4B PX .003 .003 0 0 109 MP GAMMA4 PX .003 .003 0 0 110 MP GAMMA2B PX .003 .003 0 0 111 MP GAMMA2 PX ___.003 .003 0 0 112 MP GAMMA1 PX .003 .003 0 0 113 MP BETA5 PX .003 .003 0 0 114 MP BETA4 PX .003 .003 0 0 115 MP BETA2 PX .003 .003 0 0 116 MP BETA1 PX .003 .003 0 0 117 MP ALPHA4 PX .003 .003 0 0 118 MP ALPHA2 PX _ .003 .003 0 0 119 MPALPHA1B PX .003 .003 0 0 120 MP ALPHAI PX I .003 .003 0 0 121 FACE3B EXT PX .004 .004 0 0 122 FACE3A EXT PX .004 .004 0 0 123 FACE1B EXT PX .004 .004 0 0 124 FACE1A EXT PX .004 .004 0 0 125 EXSO12 PX .002 .002 0 0 126 EXSO10 PX .002 .002 0 0 127 EXSO9 PX .002 .002 0 0 128 EXSO7 PX .002 .002 0 0 129 EXSO6 PX .002 .002 0 0 130 EXSO5 PX .002 .002 0 0 131 EXSO3 PX .002 .002 0 0 132 EXSO2 PX .002 .002 0 0 133 DIAGONAL18 PX .004 .004 0 0 134 DIAGONAL17 PX .004 .004 0 0 135 DIAGONAL16 PX .004 .004 0 0 136 DIAGONAL15 PX .004 .004 0 0 137 DIAGONAL14 PX .004 .004 0 0 138 DIAGONAL13 PX .004 .004 0 0 139 DIAGONAL12 PX .004 .004 0 0 140 DIAGONAL11 PX .004 .004 0 0 141 DIAGONAL 0 PX .004 .004 0 0 142 DIAGONAL9 PX .004 .004 0 0 143 DIAGONAL8 PX .004 .004 0 10 144 DIAGONAL7 PX .004 .004 0 0 145 DIAGONAL6 PX .004 .004 0 0 146 DIAGONAL5 PX .004 .004 0 0 RISA-3D Version 17.0.4 [T:\...\...1...\...1(PL22) 874135- Updated Model (Additions) MDDs) -JEM.R3D] Page 89 Company : Feb 18, I I'a'$A Job INumber POD ChecAM ked 2Byy2 „K,,UNT4NY Model Name : 874135 Member Distributed Loads (BLC 14 : Wind Load(330)) (Continued) Member Label Direction Start Magnitude[k/ft.... End Magnitude[k/ft,F... Start Location[ft%'L End Location[ft,%] 147 DIAGONAL4 PX .004 .004 0 0 148 DIAGONAL3 PX I .004 .004 0 0 149 DIAGONAL2 PX .004 .004 0 0 150 DIAGONAL1 PX .004 .004 0 0 151 CONN ANGLE6 PX .006 .006 0 0 152 CONN ANGLES PX .006 .006 0 0 153 CONN ANGLE4 PX ! .006 .006 0 0 154 CONN ANGLE3 PX .006 .006 0 0 155 CONN ANGLE2 PX .006 .006 0 0 156 CONN ANGLE1 PX .006 .006 0 0 157 BOTTOM STANDOFF3 PX .004 .004 0 0 158 BOTTOM STANDOFF2 PX .004 .004 0 0 159 BOTTOM STANDOFF1 PX .004 .004 0 0 160 BOTTOM FACE3 PX .007 .007 0 0 161 BOTTOM FACE2 PX .007 .007 0 0 162 BOTTOM FACE1 PX .004 .004 0 0 163 MP1 PY -.004 -.004 0 0 164 MP1 PX .002 .002 0 0 165 MP2 PY -.004 -.004 0 0 166 MP2 PX .002 .002 0 0 167 MP3 PY _ -.004 -.004 0 0 168 MP3 PX .002 .002 0 0 169 SR1 PY -.002 -.002 0 0 170 SR1 PX .001 .001 0 0 171 SO VERTICAL3 PY -.004 -.004 0 0 172 SO VERTICAL3 PX .002 .002 0 0 173 SR2 PY -.002 -.002 0 0 174 SR2 PX .001 .001 0 0 175 SO VERTICAL6 PY -.004 -.004 0 0 176 SO VERTICAL6 PX .002 .002 0 0 Member Distributed Loads (BLC 15 : Maintanence (0)) Member Label _ Direction Start Magnitude[k/ft,... End Magnitude[k/ft.F... Start Location[ft,%] End Locationfft.%] 1 TOP STANDOFF3 PY -.000713 -.000713 0 0 2 I TOP STANDOFF2 '; PY -.000713 ! -.000713 0 0 3 TOP STANDOFF1 PY -.000713 -.000713 0 0 4 TOP FACE3 i PY -.001 -.001 0 0 5 TOP FACE2 I PY. -.001 -.001 0 0 6 I TOP FACE1 PY -.000713 -.000713 0 0 7 SO VERTICAL9 PY -.000407 -.000407 0 0 8 SO VERTICAL8 PY -.000407 -.000407 0 0 9 SO VERTICAL7 PY -.000407 -.000407 0 0 10 SO VERTICAL5 PY -.000407 -.000407 0 0 11 SO VERTICAL4 PY -.000407 -.000407 0 0 12 SO VERTICAL2 PY -.000407 -.000407 0 0 13 SO VERTICAL1 PY -.000407 -.000407 0 0 14 SO DIGAONAL3 PY -.000407 -.000407 0 0 15 SO DIAGONAL6 PY -.000407 -.000407 0 0 16 SO DIAGONAL5 PY -.000407 -.000407 0 0 17 SO DIAGONAL4 PY -.000407 -.000407 0 0 18 SO DIAGONAL2 PY -.000407 -.000407 0 0 19 SO DIAGONAL1 PY -.000407 -.000407 0 0 20 SO ANGLE6 PY I -.000611 -.000611 0 0 21 SO ANGLE5 PY -.000611 -.000611 0 0 22 SO ANGLE4 PY -.000611 -.000611 0 0 23 SO ANGLE3 PY -.000611 -.000611 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135- Updated Model (Additions! MDDs)-JEM.R3D] Page 90 Company : Feb 18, 02 IIRSSA Job ber POD Ch8 AM ked2gY2 iNn a„v Model Name : 874135 Member Distributed Loads (BLC 15 : Maintanence (0)) (Continued) Member Label Direction .__ Start Marinitudefk/ft,... End Maanitudefk/ft.F... Start Locationfft,%1 End Locationfft,%1 24 SO ANGLE2 PY -.000611 -.000611 0 0 25 SO ANGLE1 PY -.000611 -.000611 0 0 26 SR3 PY -.000244 -.000244 0 0 27 MP GAMMA4B PY -.00058 -.00058 0 0 28 MP GAMMA4 PY -.00058 -.00058 0 0 29 MP GAMMA2B PY -.00058 -.00058 0 0 30 MP GAMMA2 PY -.00058 -.00058 0 0 31 MP GAMMA1 PY -.00058 -.00058 0 0 32 MP BETA5 PY -.00058 -.00058 0 0 33 MP BETA4 PY -.00058 -.00058 0 0 34 MP BETA2 PY -.00058 -.00058 ! 0 0 35 MP BETA1 PY -.00058 -.00058 0 0 36 MP ALPHA4 PY -.00058 -.00058 I 0 0 37 MP ALPHA2 PY -.00058 -.00058 0 0 38 MP ALPHA1 B PY -.00058 -.00058 0 0 39 MP ALPHA1 PY -.00058 -.00058 0 0 40 FACE3B EXT PY -.000855 -.000855 0 0 41 FACE3A EXT PY -.000855 -.000855 0 0 ' 42 FACE16 EXT PY -.000855 -.000855 0 0 43 FACE1A EXT PY -.000855 -.000855 0 0 44 EXS012 PY -.00029 -.00029 0 0 45 EXS010 PY -.00029 -.00029 0 0 46 EXS09 PY -.00029 -.00029 0 0 47 EXS07 PY -.00029 -.00029 0 0 48 EXSO6 PY -.00029 -.00029 0 0 49 EXS05 PY -.00029 -.00029 0 0 50 ' EXS03 PY -.00029 _ -.00029 0 0 51 EXS02 PY -.00029 -.00029 0 0 52 DIAGONAL18 PY -.000814 -.000814 0 0 53 DIAGONAL17 PY -.000814 -.000814 0 0 54 DIAGONAL16 PY -.000814 -.000814 0 0 55 ' DIAGONAL15 PY -.000814 -.000814 0 0 56 DIAGONAL14 PY -.000814 -.000814 0 0 57 DIAGONAL13 PY -.000814 -.000814 0 0 58 DIAGONAL12 PY -.000814 -.000814 0 0 59 DIAGONAL11 PY -.000814 -.000814 0 0 60 DIAGONAL10 PY -.000814 -.000814 0 0 _61 DIAGONAL9 PY -.000814 -.000814 0 0 62 _DIAGONAL8 PY -.000814 -.000814 0 0 63 DIAGONAL7 PY -.000814 -.000814 0 0 64 DIAGONAL6 PY -.000814 -.000814 0 0 __65 DIAGONAL5 PY -.000814 -.000814 0 0 ' 66 DIAGONAL4 PY -.000814 -.000814 0 0 67 DIAGONAL3 PY -.000814 -.000814 0 0 68 . DIAGONAL2 PY -.000814 -.000814 0 0 69 DIAGONAL1 PY -.000814 -.000814 0 0 70 CONN ANGLE6 PY -.001 -.0Q1 0 0 71 CONN ANGLE5 PY -.001 -.001 0 0 72 CONN ANGLE4 PY -.001 -.001 0 0 73 CONN ANGLE3 PY -.001 -.001 0 0 _ 74 CONN ANGLE2 PY -.001 -.001 0 0 75 CONN ANGLE1 PY -.001 -.001 0 0 76 BOTTOM STANDOFF3 PY -.000713 -.000713 0 0 77 BOTTOM STANDOFF2 pY -.000713 -.000713 0 0 78 BOTTOM STANDOFF1 pY -.000713 -.000713 0 0 79 BOTTOM FACES PY -.001 -.001 0 0 80 BOTTOM FACE2 PY -.001 " -.001 0 0 RISA-3D Version 17.0.4 [T:\...1...1...\...\(PL22) 874135 - Updated Model (Additionsl MDDs) -JEM.R3D] Page 91 Company :Job I Feb 18, 02 I I RISA Deign ber POD 5:18 AM Che ked By2 aNF,IF-F.- .. Model Name : 874135 Member Distributed Loads (BLC 15 : Maintanence (0)) (Continued) Member Label Direction Start Magnitude[k/ft,_. End Magnitude[k/ft,F... Start Location[ft.%1 End Location[ft.%1 81 BOTTOM FACE1 PY -.000713 -.000713 0 0 82 MP1 PY -.000407 -.000407 I 0 0 83 MP2 PY -.000407 -.000407 0 0 84 MP3 PY -.000407 -.000407 0 0 85 SR1 PY -.000244 -.000244 0 0 86 , SO VERTICAL3_ PY -.000407 -.000407 0 0 87 SR2 PY -.000244 -.000244 0 0 88 SO VERTICAL6 PY -.000407 -.000407 0 0 Member Distributed Loads (BLC 16 : Maintanence (30)) Member Label Direction Start Magnitude[kift,... End Magnitudefk/ft.F... Start Location[ft,%] End Location[ft.%] 1 TOP STANDOFFS PY -.000617 -.000617 0 0 2 TOP STANDOFF2 PY -.000617 -.000617 0 0 3 TOP STANDOFF1 PY -.000617 -.000617 0 0 4 TOP FACE3 PY -.001 -.001 0 0 5 TOP FACE2 PY -.001 -.001 0 0 6 TOP FACE1 PY -.000617 -.000617 0 0 7 SO VERTICAL9 PY -.000353 _ -.000353 0 0 8 SO VERTICAL8 PY -.000353 -.000353 0 0 9 SO VERTICAL7 PY -.000353 _ -.000353 0 0 10 SO VERTICAL5 PY -.000353 _! .000353 0 0 11 SO VERTICAL4 PY -.000353 -.000353 0 0 12 SO VERTICAL2 PY -.000353 I -.000353 0 0 13 SO VERTICAL1 PY -.000353 -.000353 0 0 14 SO DIGAONAL3 PY -.000353 -.000353 0 0 I 15 SO DIAGONAL6 PY -.000353 -.000353 0 0 16 SO DIAGONALS PY -.000353 I -.000353 0 0 17 SO DIAGONAL4 PY -.000353 -.000353 0 0 18 SO DIAGONAL2 PY -.000353 -.000353 0 0 19 SO DIAGONAL1 PY -.000353 -.000353 0 0 20 SO ANGLE6 PY -.000529 -.000529 0 0 21 SO ANGLE5 PY -.000529 -.000529 0 0 22 ._ SO ANGLE4 PY -.000529 -.000529 0 0 23 SO ANGLE3 PY -.000529 -.000529 0 0 24 SO ANGLE2 PY -.000529 -.000529 0 0 25 SO ANGLE1 PY -.000529 -.000529 0 0 26 SR3 PY -.000212 -.000212 0 0 27 MP GAMMA4B PY -.000502 -.000502 0 0 28 MP GAMMA4 PY -.000502 -.000502 0 0 29 MP GAMMA2B PY -.000502 -.000502 0 0 30 MP GAMMA2 PY -.000502 -.000502 0 0 31 MP GAMMA1 PY -.000502 -.000502 0 0 32 MP BETAS PY -.000502 -.000502 0 0 , 33 MP BETA4 PY -.000502 -.000502 0 0 34 MP BETA2 PY -.000502 -.000502 0 0 35 MP BETA1 PY -.000502 -.000502 0 0 36 MP ALPHA4 PY -.000502 -.000502 0 I 0 37 MP ALPHA2 PY -.000502 -.000502 0 0 38 MP ALPHA1 B PY -.000502 -.000502 0 0 39 MP ALPHA1 _ PY -.000502 -.000502 0 0 40 FACE3B EXT PY -.00074 -.00074 0 0 41 FACE3A EXT _ PY -.00074 -.00074 0 0 42 FACE1 B EXT PY -.00074 -.00074 0 0 43 FACE1A EXT PY -.00074 -.00074 0 0 44 EXSO12 PY -.000251 -.000251 0 0 45 EXS010 PY -.000251 -.000251 0 0 RISA-3D Version 17.0.4 [T:\...1...\...\...\(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D] Page 92 Company : Feb 18, 02 I I I RISA Job gn ber POD ChecAM ked 2By2 „, Model Name : 874135 Member Distributed Loads (BLC 16 : Maintanence (30)) (Continued) Member Label Direction Start Maonitudefk/ft..., End Madnitudefk/ft,F... Start LocationIft,%1 _ End Locationfft,%1 46 EXS09 PY -.000251 -.000251 0 0 47 EXS07 PY -.000251 -.000251 0 0 ' 48 EXS06 PY -.000251 -.000251 0 0 49 EXS05 PY -.000251 -.000251 0 0 50 EXSO3 PY I -.000251 -.000251 0 0 51 . _EXS02 PY -.000251 -.000251 0 0 _ 52 DIAGONAL18 PY I -.000705 -.000705 0 0 53 DIAGONAL17 PY -.000705 -.000705 0 0 54 DIAGONAL16 PY -.000705 -.000705 0 0 55 DIAGONAL15 PY -.000705 -_000705 0 0 56 DIAGONAL14 PY -.000705 -.000705 0 0 57 DIAGONAL13 PY -.000705 -.000705 0 0 58 DIAGONALI2 PY -.000705 -.000705 0 0 59 DIAGONAL11 PY -.000705 -.000705 0 0 60 DIAGONAL10 PY -.000705 -.000705 0 0 61 DIAGONAL9 PY -.000705 -.000705 0 0 62 DIAGONAL8 PY -.000705 -.000705 0 0 63 DIAGONAL7 PY -.000705 -.000705 0 0 64 DIAGONAL6 PY -.000705 -.000705 0 0 65 DIAGONAL5 PY _ -.000705 -.000705 0 0 66 DIAGONAL4 PY -.000705 -.000705 0 0 67 DIAGONAL3 PY -.000705 -.000705 0 0 68 DIAGONAL2 PY -.000705 -.000705 0 0 69 DIAGONAL1 PY -.000705 -.000705 0 0 70 CONN ANGLE6 PY -.001 -.001 0 0 71 CONN ANGLE5 PY -.001 1 -.001 0 0 72 CONN ANGLE4 PY -.001 I -.001 0 0 73 CONN ANGLE3 PY -.001 -.001 0 0 74 CONN ANGLE2 1 PY -.001 -.001 0 0 75 CONN ANGLE1 PY -.001 -.001 0 0 76 BOTTOM STANDOFF3 PY -.000617 -.000617 0 0 77 BOTTOM STANDOFF2 PY -.000617 -.000617 0 0 78 BOTTOM STANDOFFI PY -.000617 -.000617 0 0 79 BOTTOM FACE3 PY -.001 -.001 0 0 80 BOTTOM FACE2 PY -.001 -.001 0 0 81 BOTTOM FACE1 PY -.000617 -.000617 0 0 82 TOP STANDOFF3 PX -.000356 -.000356 0 0 83 TOP STANDOFF2 PX -.000356 -.000356 0 0 84 TOP STANDOFFI PX -.000356 -.000356 0 I 0 85 TOP FACE3 PX -.000713 _ -.000713 0 0 ' 86 TOP FACE2 PX -.000713 -.000713 0 I 0 87 TOP FACE1 PX -.000356 -.000356 0 0 88 SO VERTICAL9 PX -.000204 -.000204 0 0 89 SO VERTICAL8 PX -.000204 -.000204 0 0 90 SO VERTICAL7 PX -.000204 -.000204 0 0 91 SO VERTICAL5 _ PX -.000204 -.000204 0 0 92 SO VERTICAL4 PX -.000204 -.000204 0 0 93 SO VERTICAL2 PX -.000204 -.000204 0 0 94 SO VERTICAL1 PX -.000204 -.000204 0 0 95 SO DIGAONAL3 PX . -.000204 -.000204 0 0 96 SO DIAGONAL6 PX -.000204 -.000204 0 0 97 . SO DIAGONAL5 PX -.000204 -.000204 0 0 98 SO DIAGONAL4 PX -.000204 -.000204 0 0 99 SO DIAGONAL2 _ PX -.000204 -.000204 0 0 100 , SO DIAGONAL1 PX -.000204 -.000204 0 0 101 SO ANGLE6 PX -.000305 -.000305 0 0 102 SO ANGLE5 PX -.000305 -.000305 0 0 RISA-3D Version 17.0.4 [T:\...\...\...1...\(PL22) 874135- Updated Model (Additions) MDDs) -JEM.R3D] Page 93 Company : Feb 18, 022 IIIRISAJDoebsignue mrber POD Che k d2By: ,.,,,F,,F-G,,,;_ Model Name : 874135 Member Distributed Loads (BLC 16 : Maintanence (30)) (Continued) Member Label Direction Start Mag_nitude[k/ft,... End Magnitude[k/ft.F... Start Location[ft.%1 End Location[ft.%1 103 SO ANGLE4 PX -.000.305 -.000305 0 0 104 SO ANGLE3 PX -.000305 -.000305 0 0 105 SO ANGLE2 PX _.000305 -.000305 0 0 106 SO ANGLE1 PX -.000305 -.000305 0 0 107 SR3 PX -.000122 -.000122 0 0 108 MP GAMMA4B PX -.00029 -.00029 0 0 109 MP GAMMA4 PX -.00029 -.00029 0 0 110 MP GAMMA2B PX -.00029 I -.00029 0 0 111 MP GAMMA2 PX -.00029 -.00029 0 0 H. 112 MP GAMMA1 PX -.00029 -.00029 0 0 113 MP BETA5 PX -.00029 -.00029 0 0 114 MP BETA4 I PX -.00029 -.00029 0 0 115 MP BETA2 PX -.00029 -.00029 0 0 116 MP BETA1 PX -.00029 -.00029 0 0 117 MP ALPHA4 PX -.00029 -.00029 0 0 118 MP ALPHA2 PX -.00029 -.00029 0 0 119 MP ALPHA1 B PX -.00029 -.00029 0 0 120 I MP ALPHA1 PX -.00029 -.00029 0 0 121 FACE3B EXT PX -.000428 -.000428 0 0 122 FACE3A EXT PX -.000428 .000428 0 0 123 FACE1B EXT PX -.000428 -.000428 0 0 124 FACEIA EXT PX -.000428 -.000428 0 0 125 EXSO12 PX -.000145 -.000145 0 0 126 EXS010 PX -.000145 -.000145 0 0 127 EXSO9 PX -.000145 -.000145 0 0 128 EXS07 PX -.000145 -.000145 0 0 129 EXSO6 PX -.000145 -.000145 0 0 130 EXSO5 PX -.000145 -.000145 0 0 131 EXSO3 PX _-.000145 -.000145 0 0 132 EXSO2 PX -.000145 -.000145 0 0 133 DIAGONAL18 PX -.000407 -.000407 0 0 134 DIAGONAL17 PX j -.000407 -.000407 0 0 ' 135 DIAGONAL16 PX_ I -.000407 -.000407 0 0 136 DIAGONAL15 PX -.000407 -.000407 0 0 137 DIAGONAL14 PX -.000407 -.000407 0 0 138 DIAGONAL13 PX -.000407 -.000407 0 0 139 DIAGONAL12 PX -.000407 -.000407 0 0 140 DIAGONAL11 PX -.000407 -.000407 0 0 141 DIAGONAL10 PX -.000407 -.000407 0 0 142 DIAGONAL9 PX -.000407 -.000407 0 0 143 DIAGONAL8 PX -.000407 -.000407 0 0 144 DIAGONAL? PX -.000407 -.000407 0 0 145 DIAGONAL6 PX -.000407 -.000407 0 0 146 DIAGONAL5 PX -.000407 -.000407 0 0 147 DIAGONAL4 PX -.000407 -.000407 0 0 148 DIAGONAL3 PX -.000407 -.000407 0 0 149 DIAGONAL2 PX -.000407 -.000407 0 0 150 DIAGONAL1 PX -.000407 -.000407 0 0 151 CONN ANGLE6 PX -.000611 -.000611 0 0 152 CONN ANGLE5 PX -.000611 -.000611 0 0 153 CONN ANGLE4 PX -.000611 -.000611 0 0 154 CONN ANGLE3 PX -.000611 -.000611 0 0 155 CONN ANGLE2 PX -.000611 -.000611 0 0 156 CONN ANGLE1 PX -.000611 j -.000611 0 0 157 BOTTOM STANDOFFS PX -.000356 -.000356 0 0 158 BOTTOM STANDOFF2 j PX -.000356 -.000356 0 0 159 BOTTOM STANDOFF1 j pX ' -.000356 -.000356 0 0 RISA-3D Version 17.0.4 [T:\...\...\...1...1(PL22) 874135 - Updated Model (Additions! MDDs) -JEM.R3D] Page 94 Company : POD Feb 18, 2022 1 IIIRISA Designer : 5:18 AM Job Number Checked By: .,,. Model Name : 874135 Member Distributed Loads (BLC 16 : Maintanence (30)) (Continued) Member Label Direction Start Maunitudefk/ft.... End Magnitudelk/ft,F... Start Locationfft,%1 End Locationfft,%1 r 160 BOTTOM FACE3 PX -.000713 -.000713 0 0 161 BOTTOM FACE2 PX -.000713 -.000713 0 0 162 BOTTOM FACE1 PX -.000356 -.000356 0 0 163 MP1 PY -.000353 -.000353 0 0 164 MP1 PX -.000204 -.000204 0 I 0 165 MP2 PY -.000353 -.000353 0 0 166 MP2 PX -.000204 -.000204 0 0 167 MP3 PY -.000353 -.000353 0 0 168 MP3 PX -.000204 -.000204 0 0 169 SR1 PY -.000212 -.000212 0 0 170 SR1 PX -.000122 -.000122 0 0 171 SO VERTICAL3 PY -.000353 -.000353 0 0 172 SO VERTICAL3 PX -.000204 -.000204 0 - 0 173 SR2 PY -.000212 -.000212 0 0 174 SR2 PX -.000122 -.000122 0 0 175 SO VERTICAL6 __ PY -.000353 -.000353 0 0 176 SO VERTICAL6 PX I -.000204 -.000204 0 0 Member Distributed Loads (BLC 17: Maintanence (60)) Member Label Direction Start Magnitudefk/ft,... End Magnitude[k/ft,F... Start Locationfft,%] End Location[ft,%] 1 TOP STANDOFF3 PY -.000356 -.000356 0 0 2 TOP STANDOFF2 PY [ -.000356 -.000356 0 0 . 3 TOP STANDOFF1 PY -.000356 -.000356 0 0 4 TOP FACE3 PY -.000713 -.000713 0 0 5 TOP FACE2 PY -.000713 -.000713 0 0 6 TOP FACE1 PY -.000356 -.000356 0 0 7 SO VERTICAL9 PY -.000204 -.000204 0 0 8 SO VERTICAL8 PY -.000204 -.000204 0 0 9 SO VERTICAL7 PY -.000204 -.000204 0 0 10 , SO VERTICAL5 PY -.000204 -.000204 0 0 11 SO VERTICAL4 PY -.000204 -.000204 0 0 12 SO VERTICAL2 PY -.000204 -.000204 0 0 13 SO VERTICAL1 PY -.000204 -.000204 _ 0 0 14 SO DIGAONAL3 PY -.000204 -.000204 0 0 15 SO DIAGONAL6 PY -.000204 -.000204 0 0 16 SO DIAGONALS PY -.000204 -.000204 0 0 17 SO DIAGONAL4 PY -.000204 -.000204 0 0 18 SO DIAGONAL2 PY -.000204 -.000204 0 0 19 SO DIAGONAL1 PY -.000204 -.000204 0 0 20 SO ANGLE6 PY -.000305 -.000305 0 0 21 SO ANGLE5 PY -.000305 -.000305 0 0 22 SO ANGLE4 PY -.000305 -.000305 0 0 23 SO ANGLE3 PY -.000305 -.000305 0 0 24 SO ANGLE2 PY -.000305 -.000305 0 0 25 SO ANGLE 1 PY -.000305 -.000305 0 0 26 SR3 PY -.000122 -.000122 0 0 27 MP GAMMA4B PY ! -.00029 -.00029 0 0 28 MP GAMMA4 PY -.00029 -.00029 0 0 29 MP GAMMA2B PY -.00029 -.00029 0 0 30 MP GAMMA2 PY -.00029 -.00029 0 0 31 MP GAMMA1 PY -.00029 -.00029 0 0 32 MP BETA5 PY -.00029 -.00029 0 0 33 MP BETA4 PY -.00029 -.00029 _ 0 0 34 MP BETA2 PY -.00029 -.00029 0 0 35 MP BETA1 PY -.00029 -.00029 _ 0 0 36 MP ALPHA4 PY -.00029 -.00029 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additions! MDDs) -JEM.R3D] Page 95 Company : Feb 18, I I RISA JDesig ember POD Check d2By Model Name : 874135 Member Distributed Loads (BLC 17 : Maintanence (60)) (Continued) Member Label Direction Start Magnitude[k/ft.... End Magnitude[k/ft,F... Start Location[ft,%1 I End Location[ft,%] 37 MP ALPHA2 PY -.00029 -.00029 0 0 38 MPALPHA1B PY -.00029 -.00029 0 0 39 MP ALPHA1 PY _ -.00029 -.00029 0 0 40_ FACE3B EXT PY -.000428 -.000428 0 0 41 FACE3A EXT PY -.000428 -.000428 0 0 42 FACE1B EXT PY -.000428 -.000428 0 0 43 FACE1A EXT PY -.000428 -.000428 0 0 44 EXS012 PY -.000145 -.000145 0 0 45 EXS010 PY -.000145 -.000145 0 0 46 EXS09 PY -.000145 -.000145 0 0 47 EXS07 PY -.000145 -.000145 0 0 48 EXS06 PY -.000145 -.000145 0 0 49 EXS05 PY -.000145 -.000145 0 0 50 EXSO3 PY -.000145 -.000145 0 0 51 EXS02 PY -.000145 -.000145 0 0 52 DIAGONAL18 PY -.000407 -.000407 0 0 53 DIAGONAL17 PY -.000407 -.000407 0 0 54 DIAGONAL16 PY -.000407 -.000407 0 0 55 DIAGONAL15 PY -.000407 -.000407 0 0 56 DIAGONAL14 PY -.000407 i -.000407 0 0 57 DIAGONAL13 PY -.000407 -.000407 0 0 58 DIAGONAL12 PY -.000407 -.000407 0 f 0 59 DIAGONAL11 PY -.000407 -.000407 0 0 60 DIAGONAL10 PY -.000407 -.000407 0 0 61 DIAGONAL9 PY -.000407 -.000407 0 0 62 , DIAGONALS ' PY -.000407 -.000407 0 0 63 DIAGONAL7 PY -.000407 -.000407 0 0 64 DIAGONAL6 PY -.000407 -.000407 0 0 65 DIAGONAL5 PY -.000407 -.000407 0 0 66 DIAGONAL4 PY -.000407 -.000407 0 0 67 DIAGONAL3 PY -.000407 -.000407 0 0 68 DIAGONAL2 PY 1 -.000407 -.000407 0 0 69 DIAGONAL1 PY -.000407 -.000407 0 0 70 CONN ANGLE6 PY -.000611 -.000611 0 0 71 CONN ANGLE5 PY -.000611 -.000611 0 0 72 CONN ANGLE4 PY -.000611 -.000611 0 0 73 CONN ANGLE3 PY -.000611 -.000611 0 0 74 CONN ANGLE2 PY -.000611 -.000611 0 0 75 CONN ANGLE1 PY -.000611 -.000611 0 0 76 BOTTOM STANDOFF3 PY -.000356 -.000356 0 0 77 BOTTOM STANDOFF2 PY -.000356 -.000356 0 0 78 BOTTOM STANDOFF1 PY -.000356 -.000356 0 0 79 BOTTOM FACE3 PY -.000713 -.000713 0 0 80 BOTTOM FACE2 PY -.000713 -.000713 0 0 81 BOTTOM FACE1 PY -.000356 -.000356 0 0 82 TOP STANDOFF3 PX -.000617 -.000617 0 0 83 TOP STANDOFF2 PX -.000617 -.000617 _ 0 0 84 TOP STANDOFF1 PX -.000617 -.000617 0 0 85 TOP FACE3 PX -.001 -.001 0 0 86 TOP FACE2 PX -.001 -.001 0 0 87 TOP FACE1 PX -.000617 -.000617 0 0 88 SO VERTICAL9 PX .000353 -.000353 0 0 89 SO VERTICAL8 PX -.000353 -.000353 0 0 90 SO VERTICAL7 PX -.000353 -.000353 0 0 91 SO VERTICAL5 PX -.000353 -.000353 0 0 92 SO VERTICAL4 PX -.000353 -.000353 0 0 93 SO VERTICAL2 PX_ -.000353 -.000353 0 0 -_ RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3D] Page 96 II I RISA Job emr : POD 5:1Ch kM By2 r.,r_meTsctieK cow ,.„, Model Name : 874135 Member Distributed Loads (BLC 17: Maintanence (60)) (Continued) Member Label Direction Start Maonitudefklft,... End Magnitudefwft,F... Start LocationlL%1 End Locationfft,%1 94 SO VERTICAL1 I PX -.000353 -.000353 0 0 95 SO DIGAONAL3 PX -.000353 -.000353 0 0 96 SO DIAGONAL6 I PX -.000353 -.000353 0 0 97 SO DIAGONAL5 PX -.000353 -.000353 0 0 98 SO DIAGONAL4 PX -.000353 -.000353 0 0 99 SO DIAGONAL2 1 PX -.000353 -.000353 0 0 100 SO DIAGONAL1 PX .000353 -.000353 0 0 101 SO ANGLE6 PX -.000529 -.000529 0 0 102 SO ANGLE5 PX -.000529 -.000529 0 0 103 ' SO ANGLE4__ PX -.000529 -.000529 0 0 104 SO ANGLES PX -.000529 -.000529 0 0 105 SO ANGLE2 PX -.000529 -.000529 0 0 106 SO ANGLE1 PX -.000529 -.000529 0 0 107 SR3 PX -.000212 -.000212 0 0 108 MP GAMMA4B PX -.000502 -.000502 0 0 109 MP GAMMA4 PX -.000502 -.000502 0 0 110 MP GAMMA2B PX -.000502 -.000502 0 0 111 MP GAMMA2 PX -.000502 -.000502 0 0 112 MP GAMMA1 PX -.000502 -.000502 0 0 113 MP BETA5 PX -.000502 -.000502 0 0 114 MP BETA4 PX -.000502 -.000502 0 0 115 MP BETA2 PX -.000502 -.000502 ._0._. 0 116 MP BETA1 PX -.000502 -.000502 0 0 117 MP ALPHA4 PX -.000502 -.000502 0 0 118 MP ALPHA2 PX i -.000502 -.000502 0 0 119 MP ALPHA1 B PX -.000502 -.000502 0 0 120 MP ALPHA1 PX -.000502 -.000502 0 0 121 FACE3B EXT PX -.00074 -.00074 0 0 122 FACE3A EXT PX -.00074 -.00074 0 0 123 FACE1B EXT PX -.00074 -.00074 0 0 124 FACE1A EXT PX -.00074 -.00074 0 0 125 EXSO12 PX -.000251 -.000251 0 0 126 EXSO10 PX -.000251 -.000251 0 0 127 EXSO9 PX -.000251 -.000251 0 0 128 EXSO7 PX -.000251 -.000251 0 0 129 EXSO6 PX -.000251 -.000251 0 0 130 EXSO5 PX -.000251 -.000251 0 0 131 EXSO3 PX -.000251 -.000251 0 0 132 EXSO2 PX -.000251 -.000251 0 0 133 DIAGONAL18 PX -.000705 -.000705 0 0 134 DIAGONAL17 PX -.000705 -.000705 0 0 135 DIAGONAL16 PX -.000705 -.000705 0 0 136 DIAGONAL15 PX -.000705 -.000705 0 0 137 DIAGONAL14 PX -.000705 -.000705 0 0 138 DIAGONAL13 PX -.000705 -.000705 _ 0 0 139 DIAGONAL12 PX -.000705 -.000705 0 0 140 DIAGONAL11 PX -.000705 -.000705 0 0 141 DIAGONAL10 PX -.000705 -.000705 0 0 142 DIAGONAL9 PX -.000705 -.000705 0 0 143 DIAGONAL8 PX _ -.000705 -.000705 0 0 144 DIAGONAL? PX -.000705 -.000705 0 0 145 DIAGONAL6 PX -.000705 -.000705 0 0 146 DIAGONAL5 PX -.000705 -.000705 0 0 147 DIAGONAL4 PX -.000705 -.000705 0 0 148 DIAGONAL3 PX -.000705 -.000705 _ 0 0 149 DIAGONAL2 PX -.000705 .000705 0 0 150 DIAGONAL1 PX_____ -.000705 ,000705 0 0 RISA-3D Version 17.0.4 [T:\...\...\...1...\(PL22) 874135 - Updated Model (Additions] MDDs) -JEM.R3D] Page 97 Company : Feb 18, 02 I I I RISA Job gumber : POD ChecAM ked26y2 Model Name : 874135 Member Distributed Loads (BLC 17 : Maintanence (60)) (Continued) Member Label Direction Start Magnitudefk/ft.... End Magnitude[k/ft,F... Start Location[ft,%] End Location[ft,%] 151 CONN ANGLE6 PX -.001 -.001 0 0 152 CONN ANGLE5 PX -.001 -.001 0 0 153 CONN ANGLE4 PX -.001 -.001 0 0 154 CONN ANGLE3 PX -.001 -.001 0 0 155 CONN ANGLE2 PX -.001 -.001 0 0 156 CONN ANGLE1 PX -.001 -.001 0 0 157 BOTTOM STANDOFF3 PX -.000617 -.000617 0 0 _ 158 BOTTOM STANDOFF2 PX -.000617 -.000617 0 0 159 BOTTOM STANDOFF1 PX -.000617 -.000617 0 t, 0 160 BOTTOM FACE3 PX -.001 -.001 0 0 161 BOTTOM FACE2 PX -.001 -.001 0 0 162 BOTTOM FACE1 PX -.000617 -.000617 0 0 163 MP1 PY -.000204 -.000204 0 0 164 MP1 PX -.000353 -.000353 0 0 165 MP2 PY -.000204 -.000204 0 0 166 MP2 PX -.000353 -.000353 0 0 167 MP3 PY -.000204 -.000204 0 0 168 MP3 PX -.000353 -.000353 0 0 169 _ SR1 PY -.000122 -.000122 0 0 170 SR1 PX -.000212 -.000212 0 0 171 SO VERTICAL3 PY -.000204 -.000204 0 0 172 SO VERTICAL3 PX -.000353 -.000353 0 0 173 SR2 PY -.000122 -.000122 0 0 174 SR2 PX -.000212 -.000212 0 0 175 SO VERTICAL6 PY -.000204 -.000204 0 0 176 SO VERTICAL6 PX -.000353 -.000353 0 0 Member Distributed Loads (BLC 18 : Maintanence (90)) Member Label Direction Start Magnitudefk/ft,... End Magnitude[k/ft,F... Start Location[11%]_End Location[ft,%] 1 TOP STANDOFF3 PX -.000713 -.000713 0 0 2 TOP STANDOFF2 PX -.000713 -.000713 0 0 3 TOP STANDOFF1 PX -.000713 -.000713 0 0 4 TOP FACE3 PX -.001 -.001 0 0 5 TOP FACE1 PX -.001 -.001 0 0 6 TOP FACE2 PX -.000713 -.000713 0 0 7 SO VERTICAL9 PX -.000407 -.000407 0 0 8 SO VERTICAL8 PX -.000407 -.000407 0 0 9 SO VERTICAL7 PX -.000407 -.000407 0 0 10 SO VERTICAL5 PX -.000407 -.000407 0 0 11 SO VERTICAL4 PX -.000407 -.000407 0 0 12 SO VERTICAL2 PX -.000407 -.000407 0 0 13 SO VERTICAL1 PX -.000407 -.000407 0 0 14 SO DIGAONAL3 PX -.000407 -.000407 0 0 15 SO DIAGONAL6 PX -.000407 -.000407 0 0 16 _ SO DIAGONALS PX -.000407 -.000407 0 0 17 SO DIAGONAL4 PX -.000407 -.000407 0 0 18 SO DIAGONAL2 PX -.000407 -.000407 0 0 19 SO DIAGONAL1 PX -.000407 -.000407 0 0 20 SO ANGLE6 PX -.000611 -.000611 0 0 21 SO ANGLE5 PX -.000611 -.000611 1 0 0 22 SO ANGLE4 PX -.000611 -.000611 0 0 23 SO ANGLE3 PX -.000611 -.000611 0 0 24 SO ANGLE2 PX -.000611 -.000611 0 0 25 SO ANGLE1 PX -.000611 -.000611 0 0 26 SR3 PX -.000244 -.000244 0 0 27 MP GAMMA4B PX -.00058 -.00058 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135- Updated Model (Additions) MDDs)-JEM.R3D] Page 98 Company : POD Feb 18,2022 IIRISA Designer . 5:18AM Job Number Checked By: AUENIETSCnen COM,ANY Model Name : 874135 Member Distributed Loads (BLC 18 : Maintanence (90)) (Continued) Member Label Direction Start Mapnitudefk/ft,... End Mapnitudefk/ft,F... Start Locationfft,%1 End Locationfft,%) 28 MP GAMMA4 PX -.00058 -.00058 0 0 j 29 MP GAMMA2B PX -.00058 1 -.00058 0 0 30 I MP GAMMA2 PX -.00058 -.00058 0 0 j 31 1 MP GAMMA1 PX -.00058 -.00058 0 0 32 MP BETA5 PX -.00058 -.00058 0 0 33 MP BETA4 PX -.00058 -.00058 0 0 34 MP BETA2 PX -.00058 -.00058 0 0 35 MP BETA1 PX -.00058 -.00058 0 0 36 MP ALPHA4 I PX -.00058 -.00058 0 0 37 MP ALPHA2 PX -.00058 -.00058 0 0 38 MP ALPHA1 B PX -.00058 -.00058 0 0 39 MP ALPHA1 PX -.00058 -.00058 0 0 40 FACE3B EXT PX -.000855 -.000855 0 0 41 FACE3A EXT PX -.000855 -.000855 0 0 42 FACE1B EXT PX -.000855 -.000855 0 0 43 FACE1A EXT PX -.000855 -.000855 0 0 44 EXSO12 PX -.00029 -.00029 0 0 ' 45 EXSO10_ PX -.00029 -.00029 0 0 46 EXS09 PX -.00029 -.00029 0 0 47 EXS07 PX -.00029 -.00029 0 0 48 EXS06 I PX -.00029 -.00029 0 0 49 EXS05 PX -.00029 -.00029 0 0 50 EXS03 ; PX -.00029 -.00029 0 0 51 EXS02 PX -.00029 -.00029 0 0 52 DIAGONAL18 PX -.000814 -.000814 0 0 ' 53 DIAGONAL17 PX -.000814 -.000814 0 0 54 DIAGONAL16 PX -.000814 -.000814 0 0 55 DIAGONAL15 PX -.000814 -.000814 0 0 56 DIAGONAL14 PX -.000814 -.000814 0 0 57 DIAGONAL13 PX -.000814 -.000814 0 0 58 DIAGONAL12 PX -.000814 -.000814 0 0 59 DIAGONAL11 PX -.000814 -.000814 0 0 60 DIAGONAL10 I PX -.000814 -.000814 0 0 61 DIAGONALS PX -.000814 -.000814 0 0 62 DIAGONAL8 PX -.000814 -.000814 0 0 63 1 DIAGONAL7 PX -.000814 -.000814 0 0 64 DIAGONAL6 PX -.000814 -.000814 0 0 65 DIAGONALS PX -.000814 -.000814 0 0 66 DIAGONAL4 PX -.000814 -.000814 0 0 67 DIAGONAL3 PX -.000814 -.000814 0 0 68 DIAGONAL2 I PX -.000814 -.000814 0 0 69 DIAGONAL1 PX -.000814 -.000814 0 0 70 - CONN ANGLE6 PX -.001 -.001 0 0 71 CONN ANGLES 1 PX -.001 -.001 0 0 72 CONN ANGLE4 PX -.001 -.001 0 0 73 CONN ANGLE3 1 PX -.001 -.001 0 0 74 CONN ANGLE2 PX -.001 -.001 0 0 75 CONN ANGLE1 PX -.001 -.001 0 0 76 BOTTOM STANDOFFS PX -.000713 -.000713 0 0 77 BOTTOM STANDOFF2 i PX -.000713 -.000713 0 0 78 BOTTOM STANDOFFI PX -.000713 I -.000713 0 0 79 BOTTOM FACE3 PX -.001 -.001 0 0 80 BOTTOM FACE1 PX -.001 -.001 0 0 81 BOTTOM FACE2 PX -.000713 1 -.000713 0 0 82 I MP1 PX -.000407 -.000407 0 0 83 MP2 PX -.000407 -.000407 0 0 84 i MP3 PX -.000407 -.000407 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135- Updated Model (Additions) MDDs)-JEM.R3D] Page 99 Company : Feb 18,202 I I 1 R ISA Job ign ber : POD 5:1Ch kMed By? Model Name : 874135 Member Distributed Loads (BLC 18 : Maintanence (90)) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[klft,F... Start Location[ft,%] End Location[ft,%] 85 SR1 PX _ -.000244 -.000244 0 0 86 SO VERTICAL3 PX -.000407 -.000407 0 0 87 SR2 PX -.000244 -.000244 0 0 88 SO VERTICAL6 PX -.000407 -.000407 0 0 Member Distributed Loads (BLC 19 : Maintanence (120)) Member Label Direction Start Magnitudefk/ft.... End Magnitude[k/ft,F... Start Location[ft,%] End Locationjft,%1 1 TOP STANDOFF3 PY .000356 .000356 0 0 2 TOP STANDOFF2 PY ,000356 .000356 _ 0 0 3 TOP STANDOFF1 PY .000356 .000356 0 0 4 TOP FACES PY .000713 .000713 0 0 5 TOP FACE1 PY .000713 .000713 0 0 6 TOP FACE2 PY .000356 .000356 0 0 7 . SO VERTICAL9 PY .000204 .000204 0 0 8 SO VERTICAL8 PY .000204 .000204 0 0 9 SO VERTICAL7 PY .000204 .000204 0 0 10 SO VERTICAL5 PY .000204 .000204 0 0 11 SO VERTICAL4 PY .000204 .000204 0 0 12 SO VERTICAL2 PY .000204 .000204 0 0 13 SO VERTICAL1 PY .000204 _ .000204 0 0 14 SO DIGAONAL3 PY .000204 .000204_ 0 0 _15 SO DIAGONAL6 PY .000204 .000204 0 0 16 SO DIAGONALS PY .000204 _.000204 0 0 17 SO DIAGONAL4 PY .000204 .000204 0 0 18 SO DIAGONAL2 PY .000204 .000204 0 0 19 SO DIAGONAL1 PY _ .000204 .000204 0 0 20 SO ANGLE6 PY .000305 .000305 0 0 21 SO ANGLE5 PY .000305 .000305 0 0 22 SO ANGLE4 PY .000305 .000305 0 0 23 SO ANGLE3 PY .000305 .000305 0 0 24 SO ANGLE2 PY .000305 .000305 0 0 25 SO ANGLE1 PY .000305 .000305 0 0 26 SR3 PY .000122 .000122 0 0 27 MP GAMMA4B PY .00029 .00029 0 0 28 MP GAMMA4 PY .00029 .00029 0 0 29 MP GAMMA2B PY .00029 .00029 0 0 30 MP GAMMA2 PY .00029 .00029 0 0 31 MP GAMMA1 PY .00029 .00029 0 0 32 MP BETAS PY .00029 .00029 0 0 33 MP BETA4 PY .00029 .00029 0 0 34 MP BETA2 PY .00029 .00029 0 0 35 MP BETA1 PY .00029 .00029 0 0 36 MP ALPHA4 PY .00029 .00029 0 0 37 MP ALPHA2 PY .00029 .00029 0 0 38 MPALPHA1B PY .00029 .00029 0 0 39 MP ALPHA1 PY .00029 .00029 0 0 40 FACE3B EXT PY .000428 .000428 0 0 41 FACE3A EXT PY .000428 .000428 0 0 42 FACE1B EXT PY .000428 .000428 0 0 43 FACE1A EXT PY .000428 .000428 0 0 44 EXS012 PY .000145 .000145 0 0 45 EXS010 PY .000145 .000145 0 0 46 EXSO9 PY .000145 .000145 0 0 47 EXSO7 PY .000145 .000145 0 0 48 EXSO6 PY .000145 1 .000145 0 0 49 , EXS05 PY .000145 .000145 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additions! MDDs)-JEM.R3Dpage 100 Company : POD Feb 18,2022 'I RISA Designer 5:18 AM Job Number Checked By: cNera ,sctiexcrar Model Name : 874135 Member Distributed Loads (BLC 19 : Maintanence (120)) (Continued) Member Label Direction Start Maanitudefk/ft.... End Maonitudefk/ft,F... Start Locationfft,%1 End Location fitYor 50 _ EXS03 PY .000145 .000145 0 0 51 EXS02 PY .000145 .000145 0 0 52 DIAGONAL18 PY .000407 1 .000407 0 0 53 DIAGONAL17 PY .000407 .000407 0 0 54 DIAGONAL16 PY .000407 .000407 0 0 55 DIAGONAL15 PY .000407 .000407 0 0 56 DIAGONAL14 PY .000407 ! .000407 0 0 57 DIAGONAL13 PY .000407 .000407 0 0 58 DIAGONAL12 1 PY .000407 1 .000407 0 0 59 DIAGONAL11 ' PY .000407 .000407 0 0 60 DIAGONAL10 PY .000407 .000407 0 0 61 DIAGONAL9 PY .000407 .000407 0 0 62 DIAGONAL8 PY .000407 .000407 0 0 63 DIAGONAL7 PY .000407 .000407 0 0 64 DIAGONAL6 PY .000407 .000407 0 0 65 DIAGONAL5 PY _.000407 .000407 0 0 66 DIAGONAL4 PY .000407 .000407 0 0 67 DIAGONAL3 PY .000407_ :000407 0 0 68 DIAGONAL2 PY .000407_ .000407 0 0 69 DIAGONAL1 PY .000407 .000407 0 0 70 CONN ANGLE6 PY .000611 .000611 0 0 71 CONN ANGLE5 PY .000611 .000611 _ _ _ 0 0 72 CONN ANGLE4 PY .000611 .000611 0 0 73 CONN ANGLE3 PY .000611 .000611 0 0 74 CONN ANGLE2 PY .000611 .000611 ! 0 0 75 CONN ANGLE1 PY .000611 .000611 0 0 ___ _ 76 BOTTOM STANDOFFS PY .000356 .000356 0 0 77 BOTTOM STANDOFF2 ' PY .000356 .000356 0 0 78 BOTTOM STANDOFF1 PY .000356 .000356 0 0 79 BOTTOM FACE3 PY .000713 .000713 0 0 80 . BOTTOM FACE1 PY .000713 .000713 0 0 81 BOTTOM FACE2 PY .000356 .000356 0 0 82 TOP STANDOFF3 PX -.000617 -.000617 0 0 83 TOP STANDOFF2 PX -.000617 -.000617 0 0 84 . TOP STANDOFF1 PX -.000617 -.000617 0 0 85 TOP FACE3 PX -.001 -.001 0 0 86 TOP FACE1 PX -.001 -.001 0 0 87 TOP FACE2 PX -.000617 -.000617 0 0 88 SO VERTICAL9 PX -.000353 -.000353 0 0 89 SO VERTICAL8 PX -.000353 -.000353 0 0 90 SO VERTICAL7 PX -.000353 -.000353 0 0 91 SO VERTICAL5 PX -.000353 -.000353 0 0 92 SO VERTICAL4 PX -.000353 -.000353 0 0 93 SO VERTICAL2 PX -.000353 -.000353 0 0 94 SO VERTICAL1 PX -.000353 -.000353 0 0 95 1 SO DIGAONAL3 PX -.000353 -.000353 0 0 96 SO DIAGONAL6 PX -.000353 -.000353 0 0 97 SO DIAGONAL5 PX -.000353 -.000353 0 0 98 SO DIAGONAL4 PX -.000353 -.000353 0 0 99 SO DIAGONAL2 PX -.000353 -.000353 0 0 100 SO DIAGONAL1 PX -.000353 -.000353 0 0 101 SO ANGLE6 PX -.000529 -.000529 0 0 102. SO ANGLE5 PX -.000529 -.000529 0 0 103 SO ANGLE4 PX -.000529 -.000529 0 0_ 104 SO ANGLE3 PX -.000529 -.000529 0 0 105 SO ANGLE2 PX -.000529 -.000529 0 _ 0 106 SO ANGLE1 PX -.000529 -.000529 0 0 RISA-3D Version 17.0.4 [T:\...\...1...\...\(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3Dpage 101 Company : POD Feb 18, 2022 I IIRISA Designer 5:18AM Job Number Checked By: „FMF-„.„. ., Model Name : 874135 Member Distributed Loads (BLC 19 : Maintanence (120)) (Continued) Member Label Direction Start Magnitude[k/ft.... End Magnitude[k/ft.F... Start Location[ft.%] End Location[ft,%] 107 SR3 PX -.000212 -.000212 0 0 108 MP GAMMA4B PX -.000502 -.000502 0 0 109 MP GAMMA4 PX -.000502 -.000502 0 0 110 MP GAMMA2B PX -.000502 -.000502 0 0 111 MP GAMMA2 PX -.000502 -.000502 0 0 112 MP GAMMA1 1 PX -.000502 -.000502 0 0 113 MP BETA5 PX -.000502 -.000502 0 0 114 i MP BETA4 PX -.000502 -.000502 0 0 115 MP BETA2 PX -.000502 -.000502 0 0 116 ' MP BETA1 PX -.000502 -.000502 0 0 117 MP ALPHA4 ' PX -.000502 -.000502 0 0 118 MP ALPHA2 ' PX -.000502 -.000502 0 0 119 MP ALPHAI B PX -.000502 -.000502 0 0 120 I MP ALPHA1 PX -.000502 i -.000502 0 0 121 FACE3B EXT PX -.00074 -.00074 0 0 122 . FACE3A EXT PX -.00074 1 -.00074 0 0 123 FACE1B EXT PX -.00074 -.00074 0 0 124 FACEIAEXT PX -.00074 -.00074 0 0 125 EXS012 PX -.000251 -.000251 0 0 126 EXS010 PX -.000251 -.000251 0 0 127 EXS09 PX -.000251 -.000251 0 0 128 EXS07 . PX -.000251 -.000251 0 0 129 EXS06 PX -.000251 -.000251 0 0 130 EXSO5 PX -.000251 -.000251 0 0 131 EXS03 PX -.000251 -.000251 0 0 132 EXS02 PX -.000251 -.000251 0 0 133 DIAGONAL18 PX -.000705 -.000705 1 0 0 134 DIAGONAL17 PX -.000705 -.000705 0 0 135 DIAGONAL16 PX -.000705 -.000705 0 0 136 DIAGONAL15 PX -.000705 -.000705 0 0 137 DIAGONAL14 PX -.000705 -.000705 0 0 138 DIAGONALI3 PX -.000705 -.000705 I 0 0 139 DIAGONAL12 PX -.000705 -.000705 0 0 140 DIAGONAL11 PX -.000705 -.000705 0 0 141 DIAGONAL10 PX -.000705 -.000705 0 0 142 DIAGONAL9 PX -.000705 -.000705 0 0 143 DIAGONAL8 PX -.000705 -.000705 0 0 144 DIAGONAL7 PX -.000705 -.000705 0 0 145 DIAGONAL6 PX -.000705 -.000705 0 0 146 DIAGONAL5 PX -.000705 -.000705 0 0 147 DIAGONAL4 PX -.000705 -.000705 0 0 148 DIAGONAL3 PX -.000705 -.000705 0 0 149 DIAGONAL2 PX -.000705 -.000705 0 0 150 DIAGONAL1 PX -.000705 -.000705 0 0 151 CONN ANGLE6 PX -.001 -.001 0 0 152 CONN ANGLES PX -.001 -.001 0 0 153 CONN ANGLE4 PX -.001 -.001 0 0 154 CONN ANGLE3 PX -.001 -.001 0 0 155 CONN ANGLE2 PX -.001 -.001 0 0 156 CONN ANGLE1 PX -.001 -.001 0 0 157 BOTTOM STANDOFF3 PX -.000617 -.000617 0 0 158 BOTTOM STANDOFF2 PX -.000617 -.000617 0 0 159 BOTTOM STANDOFF1 PX -.000617 -.000617 0 0 160 BOTTOM FACE3 PX -.001 -.001 0 0 161 BOTTOM FACE1 PX -.001 -.001 0 0 162 BOTTOM FACE2 PX -.000617 -.000617 0 0 163 MP1 PY .000204 .000204 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3Dpage 102 I 'IRISA Company : POD Feb18 18, 2022 Designer F Job Number Checked By: „ , c,„m„N, Model Name : 874135 Member Distributed Loads (BLC 19 : Maintanence (120)) (Continued) Member Label Direction Start Magnitudefk/ft.... End Maanitudetklft,F... Start Locationfft,%1 End Locationfft,%1 164 MP1 PX .000353 -.000353 0 0 165 MP2 PY _ .000204 .000204 0 0 166 MP2 PX -.000353 -.000353 0 0 167 MP3 PY .000204 .000204 0 0 168 MP3 PX -.000353 -.000353 0 0 169 SR1 PY .000122 .000122 0 0 170 SR1 PX -.000212 1 -.000212 0 0 171 SO VERTICAL3 PY .000204 .000204 0 0 172 SO VERTICAL3 PX -.000353 -.000353 0 0 173 SR2 PY .000122 .000122 0 0 174 SR2 PX -000212 -.000212 0 _ 0 175 SO VERTICAL6 PY .000204 .000204 0 0 176 SO VERTICAL6 PX -.000353 -.000353 0 0 Member Distributed Loads (BLC 20 : Maintanence (150)) Member Label Direction Start Magnitude[k/ft,... End Magnitudejklft.F... Start Location[ft,%1 End Locationfft.%1 1 TOP STANDOFF3 PY .000617 .000617 0 0 2 , TOP STANDOFF2 PY .000617 .000617 _ 0 0 3 TOP STANDOFF1 PY .000617 .000617 0 0 4 TOP FACE3 PY .001 .001 0 0 5 TOP FACE1 PY .001 .001 0 0 6 TOP FACE2 PY .000617 .000617 0 0 7 SO VERTICAL9 PY .000353 .000353 0 0 8 SO VERTICALS PY .000353 .000353 0 0 9 SO VERTICAL7 I PY .000353 .000353 0 0 10 I SO VERTICAL5 PY .000353 .000353 0 0 11 SO VERTICAL4 PY .000353 .000353 0 0 12 SO VERTICAL2 PY .000353 .000353 0 0 13 SO VERTICAL1 PY .000353 .000353 0 0 14 SO DIGAONAL3 PY .000353 .000353 0 0 15 SO DIAGONAL6 PY .000353 .000353 0 0 16 SO DIAGONAL5 PY .000353 .000353 0 0 17 SO DIAGONAL4 PY .000353 .000353 0 0 18 , SO DIAGONAL2 PY .000353 .000353 0 0 19 SO DIAGONAL1 PY .000353 .000353 0 0 20 SO ANGLE6 PY .000529 .000529 0 0 21 SO ANGLE5 PY .000529 .000529 0 0 22 SO ANGLE4 PY .000529 .000529 0 0 23 SO ANGLE3 PY .000529 .000529 0 0 24 SO ANGLE2 PY .000529 .000529 0 0 25 SO ANGLE1 PY .000529 .000529 0 0 26 SR3 _ PY .000212 .000212 0 0 27 MP GAMMA4B PY .000502 .000502 0 0 28 MP GAMMA4 PY .000502 .000502 0 0 29 MP GAMMA2B PY .000502 .000502 0 0 30 MP GAMMA2 PY .000502 .000502 0 0 31 MP GAMMA1 PY .000502 .000502 0 0 32 MP BETAS PY .000502 .000502 0 0 33 MP BETA4 PY .000502 .000502 0 0 34 MP BETA2 PY .000502 .000502 0 0 35 MP BETA1 PY .000502 .000502 0 0 36 MP ALPHA4 PY .000502 .000502 0 0 37 MP ALPHA2 PY .000502 .000502 0 0 38 MP ALPHA1 B PY .000502 .000502 0 0 39 MP ALPHAI PY .000502 .000502 0 0 40 FACE3B EXT PY .00074 .00074 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22) 874135 - Updated Model (Additionsl MDDs) -JEM.R3Dpage 103 Company : POD Feb 18,2022 'IRIS w3H Designer umber : 5:18AM Checked By: Model Name : 874135 Member Distributed Loads (BLC 20 : Maintanence (150)) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft.%] End Location[ft.%] 41 FACE3A EXT PY .00074 .00074 1 0 0 42 FACE1B EXT PY .00074 .00074 0 0 43 FACE1A EXT PY .00074 .00074 0 0 44 EXSO12 PY .000251 .000251 0 0 45 EXS010 PY .000251 .000251 0 0 46 EXSO9 PY .000251 .000251 0 0 47 EXSO7 PY .000251 .000251 0 0 48 EXSO6 PY .000251 .000251 0 0 49 EXSO5 PY .000251 .000251 0 0 50 EXSO3 PY .000251 .000251 0 0 51 EXSO2 PY .000251 .000251 0 0 52 DIAGONALI8 PY .000705 .000705 0 0 53 DIAGONAL17 PY .000705 .000705 0 0 54 DIAGONAL16 PY .000705 .000705._ 0 0 55 DIAGONAL15 PY .000705 .000705 0 0 56 DIAGONAL14 PY .000705 .000705 0 0 57 DIAGONAL13 PY .000705 .000705 0 0 58 DIAGONAL12 PY .000705 .000705 0 , 0 59 DIAGONAL11 PY .000705 .000705 0 0 60 DIAGONAL10 F PY .000705 .000705 0 0 61 DIAGONAL9 PY .000705 .000705 0 0 62 DIAGONAL8 I PY .000705 .000705 0 0 63 DIAGONAL7 PY .000705 .000705 0 0 64 DIAGONAL6 PY .000705 .000705 0 0 65 DIAGONAL5 PY .000705 .000705 0 0 66 DIAGONAL4 PY .000705 .000705 0 0 67 DIAGONAL3 PY .000705 .000705 0 0 68 DIAGONAL2 PY .000705 .000705 0 0 69 DIAGONAL1 PY .000705 .000705 0 0 70 CONN ANGLE6 PY .001 .001 0 0 71 CONN ANGLE5 PY .001 .001 0 0 72 CONN ANGLE4 PY .001 .001 0 0 73 CONN ANGLE3 PY .001 .001 0 0 74 . CONN ANGLE2 PY .001 .001 0 0 _75_ CONN ANGLE1 PY .001 .001 0 0 76 BOTTOM STANDOFF3 PY .000617 .000617 0 0 77 BOTTOM STANDOFF2 PY .000617 .000617 0 0 78 !, BOTTOM STANDOFF1 PY .000617 .000617 0 0 79 BOTTOM FACE3 PY .001 .001 0 0 80 BOTTOM FACE1 PY .001 .001 0 0 81 BOTTOM FACE2 PY .000617 .000617 0 0 82 TOP STANDOFF3 PX -.000356 -.000356 0 0 83 TOP STANDOFF2 PX -.000356 -.000356 0 0 84 TOP STANDOFF1 PX -.000356 -.000356 0 0 85 TOP FACE3 PX -.000713 ' -.000713 0 0 86 TOP FACE1 PX -.000713 1 -.000713 0 0 87 TOP FACE2 PX -.000356 -.000356 0 0 88 SO VERTICAL9 PX -.000204 „ -.000204 0 0 89 SO VERTICAL8 PX -.000204 -.000204 0 0 90 SO VERTICAL? PX -.000204 -.000204 0 0 91 SO VERTICAL5 PX -.000204 -.000204 0 0 92 SO VERTICAL4 PX -.000204 -.000204 0 0 93 SO VERTICAL2 PX -.000204 -.000204 0 0 94 SO VERTICAL1 PX -.000204 -.000204 0 0 95 SO DIGAONAL3 PX -.000204 -.000204 0 0 96 1 SO DIAGONALS PX -.000204 -.000204 0 0 97 SO DIAGONALS PX -.000204 -.000204 0 0 RISA-3D Version 17.0.4 [T:\...\...\...1...\(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3DPage 104 Company : Feb 18, 022 AM I I I R'SA Job Nu Number : POD Che k d2By: „,,_M ,„ av=wv Model Name : 874135 Member Distributed Loads (BLC 20 : Maintanence (150)) (Continued) Member Label Direction Start Maanitudefk/ft.... End Maanitudefklft.F... Start Locationfft.%1 End Locationfft.%1 98 SO DIAGONAL4 PX -.000204 -.000204 1 0 0 99 SO DIAGONAL2 PX -.000204 -.000204 0 0 100 SO DIAGONAL1 PX -.000204 -.000204 0 0 101 SO ANGLE6 PX -.000305 -.000305 0 0 102 SO ANGLES PX -.000305 -.000305 • 0 0 103 SO ANGLE4 PX -.000305 -.000305 0 0 104 SO ANGLE3 PX -.000305 -.000305 0 0 105 SO ANGLE2 PX -.000305 -.000305 0 0 106 SO ANGLE1 PX -.000305 -.000305 0 0 107 SR3 PX -.000122 -.000122 0 0 108 MP GAMMA4B PX -.00029 -.00029 0 0 109 MP GAMMA4 PX -.00029 -.00029 0 0 110 MP GAMMA2B PX -.00029 -.00029 0 0 111 MP GAMMA2 PX -.00029 -.00029 0 0 i 112 MP GAMMAI PX -.00029 -.00029 0 0 113 MP BETA5 PX -.00029 -.00029 0 0 114 MP BETA4 PX -.00029 -.00029 0 0 115 MP BETA2 PX -.00029 -.00029 0 0 116 MP BETA) PX -.00029 -.00029 0 0 117 MP ALPHA4 PX -.00029 -.00029 0 0 118 MP ALPHA2 PX -.00029 -.00029 0 0 119 MP ALPHA1 B PX -.00029 -.00029 0 0 120 MP ALPHAI PX -.00029 -.00029 0 0 121 FACE3B EXT PX -.000428 -.000428 0 0 122 FACE3A EXT PX -.000428 -.000428 0 0 123 FACE1B EXT PX -.000428 -.000428 0 0 124 FACE1A EXT PX -.000428 -.000428 0 0 125 EXSO12 PX -.000145 -.000145 0 0 126 EXS010 PX -.000145 -.000145 0 0 127 EXSO9 PX -.000145 -.000145 0 0 128 EXS07 PX -.000145 -.000145 0 0 129 EXSO6 PX -.000145 -.000145 0 0 130 EXSO5 PX -.000145 -.000145 0 0 131 EXSO3 PX -.000145 -.000145 0 0 132 EXSO2 PX -.000145 -.000145 0 0 133 DIAGONAL18 PX -.000407 -.000407 0 0 134 DIAGONAL17 PX -.000407 -.000407 0 0 135 DIAGONAL16 PX -.000407 -.000407 0 0 136 DIAGONAL15 PX -.000407 -.000407 0 0 137 DIAGONAL14 PX -.000407 -.000407 0 0 138 DIAGONAL13 PX -.000407 -.000407 0 0 139 DIAGONAL12 PX -.000407 -.000407 0 0 140 DIAGONAL11 PX . -.000407 -.000407 0 I 0 141 DIAGONAL10 PX 1 -.000407 -.000407 0 0 142 DIAGONAL9 PX -.000407 -.000407 0 i 0 143 _ DIAGONAL8 PX -.000407 -.000407 0 0 144 DIAGONAL7 PX -.000407 -.000407 0 0 145 DIAGONAL6 PX -.000407 -.000407 0 0 146 DIAGONAL5 PX -.000407 -.000407 0 0 147 DIAGONAL4 PX i -.000407 -.000407 0 0 148 DIAGONAL3 PX -.000407 -.000407 0 0 149 DIAGONAL2 PX I -.000407 -.000407 0 0 150 DIAGONAL1 PX -.000407 -.000407 0 0 151 CONN ANGLE6 PX -.000611 -.000611 0 0 152, CONN ANGLE5 PX -.000611 -.000611 0 0 153 CONN ANGLE4 PX 1 -.000611 -.000611 0 0 154 CONN ANGLE3 PX -.000611 -.000611 0 I, 0 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22)874135- Updated Model (Additions) MDDs) - JEM.R3Dpage 105 Company : POD Feb 18,2022 111',R'SA Designer umb er 5:18 AM J Checked By: F NE^1 r'SCHEk C(VPANY Model Name : 874135 Member Distributed Loads (BLC 20 : Maintanence (150)) (Continued) Member Label Direction Start Magnitudefk/ft.... End Magnitude[k/ft.F... Start Locationfft.%] End Location[ft,%] 155 CONN ANGLE2 PX -.000611 -.000611 0 0 156 CONN ANGLE1 PX -.000611 -.000611 0 0 _157 BOTTOM STANDOFF3 PX -.000356 -.000356 0 0 158 BOTTOM STANDOFF2 PX -.000356 -.000356 0 I 0 159 BOTTOM STANDOFF1 PX -.000356 -.000356 0 0 160 BOTTOM FACES PX -.000713 -.000713 0 I 0 161 BOTTOM FACE1 PX -.000713 -.000713 0 0 162 BOTTOM FACE2 PX -.000356 -.000356 0 0 163 MP1 PY .000353__ .000353 0 0 164 MP1 PX -.000204 -.000204 0 0 165 MP2 PY .000353 .000353 0 0 166 MP2 PX -.000204 -.000204 0 0 167 MP3 PY .000353 _ _ .000353 0 0 168 MP3 PX -.000204 -.000204 0 0 169 SR1 PY .000212 .000212 0 0 170 SR1 PX -.000122 -.000122 0 0 171 SO VERTICAL3 PY .000353 .000353 0 0 172 SO VERTICAL3 PX -.000204 -.000204 0 0 173 SR2 PY .000212 .000212 0 0 174 i SR2 PX -.000122 -.000122 0 0 175 SO VERTICAL6 PY .000353 .000353 0 0 176 SO VERTICAL6 PX -.000204 -.000204 0 0 f Member Distributed Loads (BLC 21 : Maintanence (180)1 MemberEnd Magnitude[k/ft,F... Start Location[ft.%1 End Location[ft.%1 1 TOP STANDOFF3 I DirectionP Start .000713[�ft .000713 0 0 1 2 TOP STANDOFF2 PY .000713 I .000713 0 0 3 TOP STANDOFF1 PY .000713 .000713 0 0 4 TOP FACES PY .001 .001 0 0 5 TOP FACE1 PY .001 .001 0 0 6 TOP FACE2 PY .000713 i .000713 0 0 7 SO VERTICAL9 PY .000407 .000407 0 0 8 SO VERTICALS i PY .000407 T .000407 0 0 9 SO VERTICAL? PY .000407 _ .000407 0 0 10 SO VERTICAL5 I PY .000407 .000407 0 0 11 SO VERTICAL4 PY .000407 .000407 0 0 12 SO VERTICAL2 PY .000407 .000407 0 0 13 SO VERTICAL1 PY .000407 .000407 0 0 14 SO DIGAONAL3 PY .000407 .000407 0 0 15 SO DIAGONAL6 PY .000407 .000407 0 0 16 SO DIAGONAL5 PY .000407 .000407 0 0 17 SO DIAGONAL4 PY .000407 .000407 0 0 18 SO DIAGONAL2 PY .000407 .000407 0 0 19 SO DIAGONAL1 PY .000407 .000407 0 0 20 SO ANGLE6 PY .000611 .000611 0 0 21 SO ANGLE5 PY .000611 .000611 0 0 _ 22 SO ANGLE4 PY .000611 .000611 0 0 23 SO ANGLE3 PY .000611 .000611 0 0 _ 24 SO ANGLE2 PY .000611 .000611 0 0 25 SO ANGLE1 PY .000611 .000611 0 0 26 SR3 PY .000244 .000244 0 0 27 MP GAMMA4B PY .00058 .00058 0 0 28 MP GAMMA4 PY .00058 .00058 0 0 29 MP GAMMA2B PY .00058 .00058 0 0 30 MP GAMMA2 PY .00058 .00058 0 0 31 MP GAMMA1 PY .00058 .00058 0 0 RISA-3D Version 17.0.4 [T:\...1...1...1...\(PL22)874135 - Updated Model (Additions) MDDs)-JEM.R3DPage 106 /`� Company : POD Feb 18,2022 IIIRISA gner : Job DesINumber : 5:18 AM Checked By: VE1n!., Model Name : 874135 Member Distributed Loads (BLC 21 : Maintanence (180)) (Continued) Member Label Direction Start Maanitudefk/ft.... End Maanitudefk/ft.F... Start Locationfft,%1 End Locationfft,%1 32 MP BETA5 PY .00058 .00058 0 0 33 MP BETA4 PY .00058 .00058 0 0 34 MP BETA2 PY .00058 .00058 0 0 35 MP BETA1 PY .00058 .00058 0 0 36 MP ALPHA4 PY .00058 .00058 0 0 37 MP ALPHA2 PY .00058 .00058 0 0 38 MP ALPHAI B PY .00058 .00058 0 0 39 MP ALPHA1 PY .00058 .00058 0 0 40 FACE3B EXT PY .000855 .000855 0 I 0 41 FACE3A EXT PY .000855 .000855 0 0 42 FACE1B EXT PY 1 .000855 .000855 0 0 43 FACE1A EXT PY .000855 .000855 0 0 44 EXSO12 PY .00029 .00029 0 0 45 EXS010 PY .00029 .00029 0 0 46 EXSO9 PY .00029 .00029 0 0 47 EXSO7 PY .00029 .00029 0 0 48 EXSO6 PY .00029 .00029 0 0 49 EXSOS PY .00029 .00029 0 0 50 EXSO3 PY .00029 .00029 0 0 51 EXSO2 PY .00029 .00029 0 0 1 52 DIAGONAL18 PY .000814 .000814 0 0 53 DIAGONAL17 PY .000814 .000814 0 0 54 DIAGONAL16 PY .000814 .000814 0 0 55 DIAGONALI5 PY .000814 .000814 0 0 56 DIAGONAL14 PY .000814 .000814 0 0 57 DIAGONAL13 PY .000814 .000814 0 0 58 DIAGONAL12 PY .000814 .000814 0 0 i 59 DIAGONALI1 PY .000814 .000814 0 0 60 DIAGONAL10 PY .000814 .000814 0 0 61 DIAGONAL9 PY .000814 .000814 0 0 62 DIAGONAL8 PY .000814 .000814 0 0 63 DIAGONAL7 PY .000814 .000814 0 0 64 DIAGONAL6 PY .000814 .000814 0 0 65 DIAGONAL5 PY .000814 ' .000814 0 0 66 DIAGONAL4 PY .000814 .000814 0 0 67 DIAGONAL3 PY .000814 .000814 0 0 68 DIAGONAL2 PY .000814 .000814 0 0 69 DIAGONAL1 PY .000814 .000814 0 0 70 CONN ANGLE6 PY .001 .001 0 0 71 CONN ANGLE5 PY .001 .001 0 0 72 CONN ANGLE4 PY .001 .001 0 0 73 CONN ANGLE3 PY .001 .001 0 0 74 CONN ANGLE2 PY .001 .001 0 0 75 CONN ANGLE1 PY .001 .001 0 0 76 BOTTOM STANDOFF3 PY .000713 .000713 0 0 77 BOTTOM STANDOFF2 PY .000713 .000713 0 0 78 BOTTOM STANDOFFI PY .000713 .000713 0 0 79 BOTTOM FACE3 PY .001 .001 0 0 80 BOTTOM FACE1 PY .001 .001 0 0 81 BOTTOM FACE2 PY .000713 .000713 0 0 82 MP1 PY .000407 L .000407 0 0 83 MP2 PY .000407 .000407 0 0 84 MP3 1 PY .000407 .000407 0 0 85 SR1 PY .000244 .000244 0 0 86 SO VERTICAL3 1 PY .000407 .000407 0 0 87 SR2 PY .000244 .000244 0 0 88 SO VERTICAL6 PY .000407 .000407 0 I 0 RISA-3D Version 17.0.4 [T:\...1...1...\...\(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3Dpage 107 Company : POD Feb 18,2022 II I RISA Dob Nesignerumber 5:18 AM J Checked By: A NFMETSCNEK COMPANY Model Name : 874135 Member Distributed Loads (BLC 22 : Maintanence (210)) Member Label Direction Start Magnitude[k/ft,,.. End Magnitude[k/ft,F... Start Location[ft,%] End Locationtft,%] 1 TOP STANDOFF3 PY .000617 .000617 0 0 2 ': TOP STANDOFF2 PY .000617 .000617 0 0 3 TOP STANDOFF1 PY .000617 .000617 0 0 4 1 TOP FACE1 PY .001 .001 0 0 5 TOP FACE2 PY .001 .001 0 0 6 TOP FACE3 I PY .000617 .000617 0 0 7 SO VERTICAL9 PY .000353 .000353 0 0 8 SO VERTICAL8 PY .000353 .000353 0 0 9 SO VERTICAL7 PY .000353 .000353 0 0 10 SO VERTICAL5 PY .000353 .000353 0 0 11 SO VERTICAL4 PY .000353 .000353 0 0 i 12 SO VERTICAL2 PY .000353 .000353 0 0 13 SO VERTICAL1 PY .000353 .000353 0 0 14 SO DIGAONAL3 PY .000353 .000353 0 0 15 SO DIAGONAL6 PY .000353 .000353 0 0 16 SO DIAGONAL5 PY .000353 .000353 0 0 17 SO DIAGONAL4 PY .000353 .000353 0 0 18 SO DIAGONAL2 PY .000353 .000353 0 0 19 SO DIAGONAL1 PY .000353 .000353 0 0 20 SO ANGLE6 PY .000529 .000529 0 0 21 SO ANGLES PY .000529 .000529 0 0 22 SO ANGLE4 PY .000529 .000529 0 0 23 SO ANGLE3 PY .000529 .000529 0 0 24 SO ANGLE2 PY .000529 .000529 0 0 25 SO ANGLE1 PY .000529 .000529 0 0 26 SR3 PY .000212 .000212 0 0 27 MP GAMMA4B PY .000502 .000502 0 0 28 MP GAMMA4 PY .000502 .000502 0 0 29 MP GAMMA2B PY .000502 .000502 0 0 30 MP GAMMA2 PY .000502 .000502 0 0 31 MP GAMMA1 PY .000502 .000502 0 0 32 MP BETAS PY .000502 .000502 0 0 33 MP BETA4 PY _ .000502 .000502 0 0 34 MP BETA2 PY .000502 .000502 0 0 35 MP BETA1 PY .000502 .000502 0 0 36 MP ALPHA4 PY .000502 .000502 0 0 37 MP ALPHA2 PY .000502 .000502 0 0 38 MP ALPHAI B PY .000502 .000502 0 0 39 MP ALPHA1 PY .000502 .000502 0 0 40 ' FACE3B EXT j PY .00074 .00074 0 0 41 FACE3A EXT PY .00074 .00074 0 0 42 FACE1B EXT PY .00074 .00074 0 0 43 I FACE1AEXT PY .00074 .00074 0 0 44 EXS012 PY .000251 .000251 0 0 45 _. EXSO10 PY .000251 .000251 0 0 46 EXSO9 PY .000251 .000251 0 0 47 EXSO7 PY .000251 .000251 0 0 48 EXSO6 PY .000251 .000251 0 0 49 EXS05 PY .000251 .000251 0 0 50 EXS03 PY .000251 .000251 0 0 51 EXS02 PY .000251 .000251 0 0 52 DIAGONALI8 PY .000705 .000705 0 0 53 DIAGONAL17 PY .000705 .000705 0 0 54 DIAGONALI6 PY .000705 .000705 0 0 55 DIAGONAL15 PY .000705 .000705 0 0 56 DIAGONAL14 PY .000705 .000705 0 0 57 DIAGONAL13 PY .000705 .000705 0 0 RISA-3D Version 17.0.4 [T:\...1...1...\...1(PL22) 874135- Updated Model (Additions) MDDs) -JEM.R3Dpage 108 I''RISA JoblNu ber POD Checked By: co,,„,,., Model Name : 874135 Member Distributed Loads (BLC 22 : Maintanence (210)) (Continued) Member Label Direction Start Maanitudefk/ft.... End Maonitudefk/ft,F._ Start Locationfft,%1 End Locationfft,%1 58 DIAGONAL12 PY .000705 .000705 0 0 59 DIAGONAL11 PY .000705 .000705 0 0 60 DIAGONAL10 PY .000705 .000705 0 0 61 DIAGONAL9 PY .000705 .000705 0 0 62 DIAGONAL8 PY .000705 .000705 0 0 63 DIAGONAL7 PY .000705 .000705 0 0 64 DIAGONAL6 PY .000705 .000705 0 0 65 DIAGONAL5 PY .000705 .000705 0 0 66 DIAGONAL4 PY .000705 .000705 0 0 67 DIAGONAL3 PY .000705 .000705 0 0 68 DIAGONAL2 PY .000705 .000705 0 0 69 DIAGONAL1 PY .000705 .000705 0 0 70 CONN ANGLE6 PY .001 .001 0 0 71 CONN ANGLE5 PY .001 .001 0 0 72 CONN ANGLE4 PY .001 .001 0 0 73 CONN ANGLE3 PY .001 .001 0 0 74 CONN ANGLE2 PY .001 .001 0 0 75 CONN ANGLE1 PY .001 .001 0 0 76 BOTTOM STANDOFF3 PY .000617 .000617 0 0 77 BOTTOM STANDOFF2 PY .000617 .000617 0 0 78 BOTTOM STANDOFF1 PY .000617 .000617 0 0 79 BOTTOM FACE1 PY .001 .001 0 0 80 BOTTOM FACE2 PY .001 .001 0 0 81 BOTTOM FACE3 PY .000617 .000617 0 0 82 TOP STANDOFF3 PX .000356 .000356 0 0 83 TOP STANDOFF2 PX .000356 .000356 0 0 84 TOP STANDOFF1 PX .000356 .000356 0 0 85 1 TOP FACE1 PX .000713 .000713 0 0 86 TOP FACE2 PX .000713 .000713 0 0 87 TOP FACE3 PX .000356 .000356 0 0 88 SO VERTICAL9 PX .000204 .000204 0 0 89 ' SO VERTICAL8 PX .000204 .000204 0 0 90 SO VERTICAL7 PX .000204 .000204 0 0 91 SO VERTICAL5 PX .000204 .000204 0 0 92 SO VERTICAL4 PX .000204 .000204 0 0 93 SO VERTICAL2 PX .000204 .000204 0 0 94 SO VERTICAL1 PX .000204 .000204 0 0 95 SO DIGAONAL3 PX .000204 .000204 0 0 96 SO DIAGONAL6 PX .000204 .000204 0 0 97 SO DIAGONALS PX .000204 .000204 0 1 0 98 SO DIAGONAL4 PX .000204 .000204 0 0 99 SO DIAGONAL2 PX .000204 .000204 0 0 100 SO DIAGONAL1 PX .000204 .000204 0 0 101 SO ANGLE6 PX .000305 .000305 0 0 102 SO ANGLE5 PX .000305 .000305 0 0 103 SO ANGLE4 PX .000305 .000305 0 0 104 SO ANGLE3 PX .000305 .000305 0 0 105 SO ANGLE2 PX .000305 .000305 0 0 106 SO ANGLE1 PX .000305 .000305 0 0 107 SR3 PX .000122 .000122 0 0 108 MP GAMMA4B PX .00029 .00029 0 0 109 MP GAMMA4 PX .00029 .00029 0 0 110 MP GAMMA2B PX .00029 .00029 0 0 111 MP GAMMA2 PX _ .00029 .00029 0 0 112 MP GAMMA1 PX .00029 .00029 0 0 113 MP BETA5 PX .00029 .00029 0 0 114 MP BETA4 1 PX .00029 .00029 0 0 RISA-3D Version 17.0.4 [T:\...1...\...1...\(PL22) 874135 - Updated Model (Additions' MDDs) -JEM.R3DFage 109 Company : Feb 18, I I I RISA Job Number POD Che k d2By r coaanrvr Model Name : 874135 Member Distributed Loads (BLC 22 : Maintanence (210)) (Continued) Member Label Direction Start Magnitude[k/ft.... End Magnitudefk/ft.F... Start Location[ft,%1 End Location[ft,%] 115 MP BETA2 PX .00029 .00029 0 0 116 MP BETA1 PX .00029 .00029 0 0 117 MP ALPHA4 PX .00029 .00029 0 0 118 MP ALPHA2 PX .00029 .00029 0 0 119 MP ALPHA1 B PX .00029 .00029 0 0 120 MP ALPHA1 PX .00029 .00029 0 0 121 FACE3B EXT PX .000428 .000428 0 0 122 FACE3A EXT PX .000428 .000428 0 0 123 FACE1B EXT PX .000428 .000428 0 0 124 FACE1A EXT PX .000428 .000428 0 0 125 EXSO12 PX .000145 .000145 0 0 126 EXS010 PX .000145 .000145 0 0 127 EXSO9 PX .000145 .000145 _ 0 0 128 EXSO7 PX .000145 .000145 0 0 129 EXSO6 PX .000145 .000145 0 0 130 EXSO5 PX .000145 .000145 0 0 131 EXSO3 PX .000145 .000145 0 0 132 EXSO2 PX .000145 .000145 0 0 133 DIAGONAL18 PX .000407 .000407 0 0 134 DIAGONAL17 PX .000407 .000407 0 0 135 DIAGONAL16 PX .000407 .000407 0 0 136 DIAGONALI5 _ PX .000407 .000407 0 0 137 DIAGONAL14 PX .000407 .000407 0 0 138 DIAGONAL13 PX .000407 .000407 0 0 139 DIAGONAL12 PX .000407 .000407 0 0 140 DIAGONALII PX .000407 .000407 0 0 141 DIAGONAL10 PX .000407 .000407 0 0 142 DIAGONAL9 PX .000407 .000407 0 0 143 DIAGONAL8 PX .000407 .000407 0 0 144 DIAGONAL7 PX .000407 .000407 0 0 145 DIAGONAL6 PX .000407 .000407 0 0 146 DIAGONAL5 _ PX .000407 .000407 0 0 147 DIAGONAL4 PX .000407 .000407 0 0 148 DIAGONAL3 PX .000407 .000407 0 0 149 DIAGONAL2 PX .000407 .000407 0 0 150 DIAGONAL1 PX .000407 .000407 0 0 151 CONN ANGLE6 PX .000611 .000611 0 0 152 CONN ANGLES PX .000611 .000611 0 0 153 CONN ANGLE4 PX .000611 .000611 0 0 154 CONN ANGLE3 PX .000611 .000611 0 0 155 CONN ANGLE2 PX .000611 .000611 0 0 156 CONN ANGLE1 PX .000611 .000611 0 0 157 BOTTOM STANDOFF3 PX .000356 .000356 0 0 158 BOTTOM STANDOFF2 PX .000356 .000356 0 0 159 BOTTOM STANDOFFI PX .000356 .000356 0 0 160 BOTTOM FACE1 PX .000713 .000713 0 0 161 BOTTOM FACE2 PX .000713 .000713 0 0 162 BOTTOM FACE3 PX .000356 .000356 0 0 163 MP1 PY .000353 .000353 0 0 164 MP1 PX .000204 .000204 0 0 165 MP2 PY .000353 .000353 0 0 166 MP2 PX .000204 .000204 0 0 167 MP3 PY .000353 .000353 0 0 168 MP3 PX .000204 .000204 0 0 169 SR1 PY .000212 .000212 0 0 170 SR1 PX .000122 .000122 0 0 171 SO VERTICAL3 PY .000353 .000353 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135-Updated Model (Additions! MDDs)-JEM.R3DPage 110 IICompany : POD Feb 18,2022 I R'SA Job(Number : ChekdBy: ANEW'SCHEUCVFANt Model Name : 874135 Member Distributed Loads (BLC 22 : Maintanence (2101) (Continued) Member Label Direction Start Maanituderk/ft,... End Magnitudefk/ft,F... Start Location ft% End Locationfft,%1 172 SO VERTICAL3 PX .000204 .000204 0 0 173 SR2 PY .000212 .000212 0 0 174 SR2 PX .000122 .000122 0 0 175 SO VERTICAL6 PY .000353 .000353 0 0 176 SO VERTICAL6 PX .000204 .000204 0 0 Member Distributed Loads (BLC 23 : Maintanence (240)) Member Label Direction Start Magnitude[k/ft... End Magnitude[k/ft.F... Start Location[ft,%1 End Location[ft.%1 1 TOP STANDOFF3 PY .000356 .000356 0 0 2 TOP STANDOFF2 PY .000356 .000356 0 0 3 TOP STANDOFF1 PY .000356 .000356 0 0 4 TOP FACE1 PY .000713 .000713 0 0 5 TOP FACE2 PY .000713 .000713 0 0 6 TOP FACE3 PY .000356 .000356 0 0 7 SO VERTICAL9 PY .000204 .000204 0 0 8 SO VERTICAL8 PY .000204 .000204 0 0 9 SO VERTICAL7 PY .000204 .000204 0 0 10 SO VERTICAL5 PY .000204 .000204 0 0 11 SO VERTICAL4 PY .000204 .000204 0 0 12 SO VERTICAL2 PY .000204 .000204 I 0 0 13 SO VERTICAL1 PY .000204 .000204 0 0 14 SO DIGAONAL3 PY .000204 .000204 0 0 15 SO DIAGONAL6 PY .000204 .000204 0 0 16 SO DIAGONALS PY .000204 .000204 0 0 17 SO DIAGONAL4 PY .000204 .000204 0 0 18 SO DIAGONAL2 PY .000204 .000204 0 0 19 SO DIAGONAL1 PY .000204 .000204 0 0 20 SO ANGLE6 I PY .000305 .000305 0 0 21 SO ANGLE5 PY .000305 .000305 0 0 22 SO ANGLE4 PY .000305 .000305 0 0 23 SO ANGLE3 PY .000305 .000305 0 0 24 ' SO ANGLE2 PY .000305 .000305 0 0 25 SO ANGLE1 l PY .000305 .000305 0 0 26 SR3 PY .000122 .000122 0 0 27 MP GAMMA4B PY .00029 .00029 0 0 28 MP GAMMA4 PY .00029 .00029 0 0 29 MP GAMMA2B PY .00029 .00029 0 0 30 MP GAMMA2 PY .00029 .00029 0 0 31 MP GAMMA1 PY .0.0029 .00029 0 0 32 MP BETAS PY .00029 .00029 0 0 33 MP BETA4 PY .00029 .00029 0 0 34 MP BETA2 PY .00029 .00029 0 0 35 MP BETA1 PY .00029 .00029 0 0 36 MP ALPHA4 PY .00029 .00029 0 0 37 MP ALPHA2 PY .00029 .00029 0 0 38 MP ALPHA1 B PY .00029 .00029 0 0 39 MP ALPHA1 PY .00029 .00029 0 0 40 FACE3B EXT PY .000428 .000428 0 0 41 FACE3A EXT PY .000428 .000428 0 0 42 FACE1B EXT PY .000428 .000428 0 0 43 FACE1A EXT PY .000428 .000428 0 0 44 EXS012 PY 1 .000145 .000145 0 0 45 EXS010 PY .000145 .000145 0 0 46 EXSO9 PY .000145 .000145 0 _ 0 47 EXS07 PY .000145 .000145 0 0 48 EXS06 PY .000145 .000145 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135- Updated Model (Additions) MDDs) -JEM.R3Dpage 111 I ICompany POD Feb 18,2022 I RISA Deignber : Ch8AM kedg� 4NFr,.. „N, Model Name : 874135 Member Distributed Loads (BLC 23 : Maintanence (240)) (Continued) Member Label Direction Start Magnitudefklft,... End Magnitude[klft,F... Start Locationlft,%1 End Locationfft.%] j 49 EXSO5 PY .000145 .000145 0 0 j 50 EXSO3 PY .000145 .000145 0 0 51 EXSO2 PY .000145 .000145 0 0 52 DIAGONAL18 PY .000407 .000407 0 1 0 53 DIAGONAL17 PY .000407 .000407 0 0 54 DIAGONAL16 PY .000407 .000407 0 0 55 DIAGONAL15 PY .000407 .000407 0 0 56 DIAGONAL14 PY .000407 .000407 0 0 57 DIAGONAL13 PY .000407 .000407 0 0 58 DIAGONAL12 PY .000407 .000407 0 0 59 DIAGONAL11 _ PY .000407 .000407 0 0 60 DIAGO NAL10 PY .000407 .000407 0 0 61 DIAGONAL9 PY .000407 .000407 0 0 62 DIAGONAL8 PY .000407 .000407 0 0 63 DIAGONAL7 PY .000407 .000407 0 0 64 DIAGONAL6 PY .000407 .000407 0 0 65 DIAGONAL5 PY .000407 .000407 0 0 66 DIAGONAL4 PY .000407 .000407 0 0 67 DIAGONAL3 PY .000407 .000407 0 0 68 DIAGONAL2 PY .000407 .000407 0 0 69 DIAGONAL1 PY .000407 .000407 0 0 70 . CONN ANGLE6 PY .000611 .000611 0 0 71 CONN ANGLE5 PY .000611 .000611 0 0 72 CONN ANGLE4 PY .000611 .000611 0 0 73 CONN ANGLE3 PY .000611 .000611 0 0 74 CONN ANGLE2 PY .000611 .000611 0 0 75 CONN ANGLE1 PY .000611 .000611 0 0 76 BOTTOM STANDOFF3 PY .000356 .000356 0 0 77 BOTTOM STANDOFF2 pY .000356 .000356 0 0 78 BOTTOM STANDOFF1 pY .000356 .000356 1 0 0 79 BOTTOM FACE1 PY .000713 .000713 0 0 80 BOTTOM FACE2 PY .000713 .000713 0 0 81 BOTTOM FACE3 PY .000356 .000356 1 0 0 82 TOP STANDOFF3 PX .000617 .000617 0 0 83 TOP STANDOFF2 PX .000617 .000617 0 0 84 TOP STANDOFF1 PX .000617 .000617 0 0 85 TOP FACE1 PX .001 .001 0 0 86 TOP FACE2 PX .001 .001 0 0 87 TOP FACE3 PX .000617 .000617 0 0 88 SO VERTICALS PX .000353 .000353 0 0 89 SO VERTICAL8 PX .000353 .000353 0 0 90 SO VERTICAL? PX 000353 000353 PX0 0 91 SO VERTICALS PX 000353 .000353 0 0 92 SO VERTICAL4 PX .000353 000353 0 0 93 SO VERTICAL2 .000353 000353 0 0 94 SO VERTICAL1 PX 000353 .000353 0 0 95 SO DIGAONAL3 PX .000353 .000353 0 0 96 SO DIAGONALS PX .000353 .000353 0 0 97 SO DIAGONAL5 PX .000353 .000353 0 0 98 SO DIAGONAL4 PX .000353 .000353 0 0 99 SO DIAGONAL2 PX .000353 .000353 0 0 100 SO DIAGONAL1 PX .000353 .000353 0 0 101 SO ANGLE6 PX .000529 .000529__ 0 0 102 SO ANGLE5 PX .000529 .000529 0 0 103 SO ANGLE4 PX .000529 .000529 0 0 104 SO ANGLE3 PX .000529 .000529 0 0 105 SO ANGLE2 PX .000529 .000529 0 0 RISA-3D Version 17.0.4 [T:1...1...\...\...\(PL22)874135- Updated Model (Additions) MDDs) - JEM.R3Dpage 112 Company : Feb 18, 5:18 AM I''R'SA Job(Number : POD Check d2By A NEME SC En CGVPANY Model Name : 874135 Member Distributed Loads (BLC 23 : Maintanence (240)) (Continued) Member Label Direction Start Macinitudefklft,... End Maenitudefklft,F... Start Locationfft,%1 End LocationL%1 106 SO ANGLE( PX .000529 .000529 0 0 107 SR3 PX .000212 .000212 0 0 108 MP GAMMA4B PX .000502 .000502 0 0 109 MP GAMMA4 PX .000502 .000502 0 0 110 MP GAMMA2B PX .000502 .000502 0 0 111 MP GAMMA2 PX .000502 .000502 0 0 112 MP GAMMA1 PX .000502 .000502 0 0 113 MP BETA5 PX .000502 .000502 0 0 114 MP BETA4 PX .000502 .000502 0 0 115 MP BETA2 PX .000502 .000502 0 0 116 MP BETA1 PX .000502 .000502 0 0 117 MP ALPHA4 PX .000502 .000502 0 0 118 MP ALPHA2 PX .000502 .000502 0 0 119 MP ALPHA1 B PX .000502 .000502 0 0 120 MP ALPHA1 PX .000502 .000502 0 0 121 FACE3B EXT PX .00074 .00074 0 0 122 FACE3A EXT PX .00074 .00074 0 0 123 FACE1B EXT PX .00074 .00074 0 0 124 FACEIA EXT PX .00074 .00074 0 0 125 EXSO12 PX .000251 .000251 0 0 126 EXSO10 PX .000251 .000251 0 0 127 EXSO9 PX .000251 .000251 0 • 0 128 EXSO7 PX .000251 .000251 0 0 129 EXSO6 PX .000251 .000251 0 0 130 EXSO5 PX .000251 .000251 0 0 131 EXSO3 PX .000251 .000251 0 0 132 EXS02 PX .000251 .000251 0 0 133 DIAGONAL18 PX .000705 .000705 0 0 134 , DIAGONAL17 PX .000705 .000705 0 0 135 DIAGONAL16 PX .000705 .000705 0 0 136 , DIAGONAL15 PX .000705 .000705 0 0 137 DIAGONAL14 PX .000705 .000705 0 0 138 i DIAGONAL13 PX .000705 .000705 0 0 139 DIAGONAL12 PX .000705 .000705 0 0 140 DIAGONAL11 PX .000705 .000705 0 0 141 DIAGONAL10 PX .000705 .000705 0 0 142 DIAGONAL9 PX .000705 .000705 0 0 143 DIAGONAL8 PX .000705 .000705 0 0 144 DIAGONAL7 PX .000705 .000705 0 0 145 DIAGONAL6 PX .000705 .000705 0 0 146 DIAGONAL5 PX .000705 .000705 0 0 147 DIAGONAL4 PX .000705 .000705 0 0 148 DIAGONAL3 PX .000705 .000705 0 0 149 DIAGONAL2 PX .000705 .000705 0 0 150 DIAGONAL1 PX .000705 .000705 0 0 151 CONN ANGLE6 PX .001 .001 0 0 152 CONN ANGLES PX .001 .001 0 0 153 CONN ANGLE4 PX .001 .001 0 0 154 CONN ANGLE3 PX .001 .001 1 0 0 155 CONN ANGLE2 PX .001 .001 1 0 0 156 CONN ANGLE1 PX .001 .001 0 0 157 BOTTOM STANDOFFS PX .000617 .000617 0 0 158 BOTTOM STANDOFF2 PX .000617 .000617 0 0 159 BOTTOM STANDOFF1 PX .000617 .000617 0 0 160 BOTTOM FACE1 PX .001 .001 0 0 161 BOTTOM FACE2 PX .001 .001 0 0 162 BOTTOM FACE3 PX .000617 .000617 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additions! MDDs) -JEM.R3Dpage 113 Company : POD Feb 18,2022 I'I RISA Designer 5:18 AM Job Number Checked By: COM-A.,,' Model Name : 874135 Member Distributed Loads (BLC 23 : Maintanence (240)) (Continued) Member Label Direction Start Magnitudefklft.... End Magnitude[k/ft.F... Start Location[ft.%] End Location[ft,%] 163 MP1 PY .000204 I .000204 0 0 164 MP1 PX .000353 .000353 0 0 165 MP2 PY .000204 .000204 0 0 166 MP2 I PX .000353 .000353 0 0 167 MP3 PY .000204 .000204 0 0 168 MP3 PX .000353 .000353 0 0 169 SR1 PY .000122 .000122 0 0 170 SR1 PX .000212 .000212 0 0 171 SO VERTICAL3 PY .000204 .000204 0 0 172 SO VERTICAL3 I PX .000353 .000353 0 0 173 SR2 PY .000122 .000122 0 0 174 SR2 I PX .000212 .000212 0 0 175 SO VERTICAL6 PY .000204 .000204 0 0 176 SO VERTICAL6 I PX .000353 .000353 0 0 Member Distributed Loads (BLC 24 : Maintanence (270)) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft.F... Start Locationjft.%J End Locationlft.%1 1 TOP STANDOFF3 PX .000713 .000713 0 0 2 TOP STANDOFF2 PX .000713 .000713 0 0 3 TOP STANDOFF1 I PX .000713 .000713 0 0 4 TOP FACE1 PX .001 .001 0 0 5 TOP FACE2 PX .001 .001 0 0 6 TOP FACE3 PX .000713 .000713 0 0 7 SO VERTICAL9 PX .000407 .000407 0 0 8 SO VERTICALS PX .000407 .000407 0 0 9 SO VERTICAL? PX .000407 .000407 0 0 10 SO VERTICAL5 PX .000407 .000407 0 0 11 SO VERTICAL4 PX .000407 .000407 0 0 12 SO VERTICAL2 PX .000407 .000407 0 0 13 SO VERTICAL1 PX .000407 .000407 0 0 14 SO DIGAONAL3 PX .000407 .000407 0 0 15 SO DIAGONAL6 PX .000407 .000407 0 0 16 SO DIAGONAL5 PX .000407 .000407 0 0 17 SO DIAGONAL4 PX .000407 .000407 0 0 18 SO DIAGONAL2 PX .000407 .000407 0 0 19 SO DIAGONAL1 PX .000407 .000407 0 0 20 SO ANGLE6 PX .000611 .000611 0 0 21 SO ANGLE5 PX .000611 .000611 0 0 22 SO ANGLE4 PX .000611 .000611 0 0 23 i SO ANGLE3 PX .000611 ' .000611 0 0 24 SO ANGLE2 PX .000611 .000611 0 0 25 SO ANGLE1 PX .000611 .000611 0 0 26 SR3 PX .000244 .000244 0 0 27 MP GAMMA4B PX .00058 I .00058 0 0 . 28 MP GAMMA4 PX .00058 .00058 0 0 29 MP GAMMA2B PX .00058 I .00058 0 0 30 MP GAMMA2 I PX .00058 .00058 0 0 31 MP GAMMA1 PX .00058 .00058 0 0 ' 32 MP BETA5 PX .00058 .00058 0 0 33 MP BETA4 I PX .00058 .00058 0 0 34 MP BETA2 PX .00058 .00058 0 0 35 MP BETA1 PX .00058 .00058 0 0 36 MP ALPHA4 PX .00058 .00058 0 0 37 MP ALPHA2 PX .00058 .00058 0 0 38 I MPALPHAIB PX .00058 .00058 0 0 39 MP ALPHA1 PX .00058 .00058 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22) 874135- Updated Model (Additions) MDDs) -JEM.R3Dpage 114 Company : POD Feb 18,2022 I I RASA DesigAM obNnerumber C 18heckkee K J Cd By: ,_ 5{;.G,t,n,,,:;,,,. Model Name : 874135 Member Distributed Loads (BLC 24 : Maintanence (270)) (Continued) Member Label Direction Start Magnitudefklft,,.. End Maanitudefklft,F... Start Locationfft,%1 End Locationfft,%1 40 FACE3B EXT PX .000855 .000855 0 0 41 FACE3A EXT PX .000855 .000855 0 0 42 FACE1B EXT PX .000855 .000855 0 0 43 FACE1A EXT PX .000855 .000855 0 0 _ 44 EXSO12 PX .00029 .00029 0 0 45 EXSO10 PX I .00029 .00029 0 0 46 EXSO9 PX .00029 .00029 0 0 47 EXSO7 PX .00029 .00029 0 _ 0 48 EXSO6 PX .00029 .00029 0 0 49 EXSO5 PX .00029 .00029 0 0 50 EXSO3 PX .00029 .00029 0 0 51 EXSO2 PX .00029 .00029 0 0 _. 52 DIAGONAL18 PX .000814 .000814 0 0 53 DIAGONAL17 PX .000814 .000814 0 0 54 DIAGONAL16 PX .000814 .000814 0 0 55 DIAGONAL15 PX .000814 .000814 0 0 56 DIAGONAL14 PX .000814 .000814 0 0 57 DIAGONALI3 PX .000814 .000814 0 0 58 DIAGONAL12 PX .000814 .000814 0 0 59 DIAGONAL11 PX .000814 .000814 0 0 60 DIAGONAL10 PX .000814 .000814 0 0 61 DIAGONAL9 PX .000814 .000814 0 0 62 DIAGONALS PX .000814 .000814 0 0 63 DIAGONAL7 PX .000814 .000814 0 0 64 DIAGONAL6 PX .000814 j .000814 0 0 65 DIAGONALS PX .000814 .000814 0 0 66 DIAGONAL4 PX .000814 _.000814 0 0 67 DIAGONAL3 PX .000814 .000814 0 0 68 DIAGONAL2 PX .000814 .000814 0 0 69 DIAGONAL1 PX .000814 .000814 0 0 70 CONN ANGLE6 PX .001 .001 0 0 71 CONN ANGLE5 PX .001 .001 0 0 72 CONN ANGLE4 PX .001 .001 0 0 73 CONN ANGLE3 PX .001 .001 0 0 74 CONN ANGLE2 PX .001 .001 0 0 75 CONN ANGLE1 PX .001 .001 0 0 76 BOTTOM STANDOFF3 PX .000713 .000713 0 0 77 BOTTOM STANDOFF2 PX .000713 .000713 0 0 78 BOTTOM STANDOFF1 PX .000713 .000713 0 0 79 BOTTOM FACE1 PX .001 .001 0 0 80 BOTTOM FACE2 PX .001 .001 0 0 81 BOTTOM FACE3 PX .000713 .000713 0 0 82 MP1 PX .000407 .000407 0 0 83 MP2 PX .000407 .000407 0 0 84 MP3 PX .000407 .000407 0 0 85 SR1 PX .000244 .000244 0 0 86 SO VERTICAL3 PX .000407 .000407 0 0 87 SR2 PX .000244 .000244 0 _ 0 88 SO VERTICAL6 PX .000407 .000407 0 0 Member Distributed Loads (BLC 25 : Maintanence (300)) Member Label Direction Start Magnitude[k/ft.... End Magnitude[k/ft.F... Start Location[ft,%) End Location[ft,%) 1 TOP STANDOFF3 PY -.000356 -.000356 0 0 2 TOP STANDOFF2 PY -.000356 -.000356 0 _ _ 0 3 TOP STANDOFF1 PY -.000356 -.000356 0 0 4 _ TOP FACE1 PY -.000713 -.000713 0 0 RISA-3D Version 17.0.4 [T:1...1...\...\...\(PL22) 874135- Updated Model (Additions! MDDs)- JEM.R3Dpage 115 I 1I RISA DN em Company : Feb 18, l ber M : POD Checked By: c Nerner,c,;=KcoamFav Model Name : 874135 Member Distributed Loads (BLC 25 : Maintanence (300)) (Continued) Member Label Direction Start Magnitude[klft.... End Magnitude[k/ft,F... Start Location[ft.%] End Locationfft,%] 5 TOP FACE2 PY -.000713 -.000713 0 0 6 TOP FACE3 PY -.000356 -.000356 0 0 7 SO VERTICAL9 PY -.000204 -.000204 0 0 8 SO VERTICAL8 PY -.000204 -.000204 0 0 9 SO VERTICAL7 PY -.000204 -.000204 0 0 10 SO VERTICAL5 PY -.000204 -.000204 0 0 11 SO VERTICAL4 PY -.000204 -.000204 0 0 12 SO VERTICAL2 PY -.000204 -.000204 0 0 13 SO VERTICAL1 PY -.000204 -.000204 0 0 14 SO DIGAONAL3 PY -.000204 -.000204 0 0 15 SO DIAGONAL6 PY -.000204 -.000204 0 0 16 SO DIAGONAL5 PY -.000204 -.000204 0 0 17 SO DIAGONAL4 PY -.000204 -.000204 0 0 18 SO DIAGONAL2 PY -.000204 -.000204 0 0 19 SO DIAGONAL1 PY -.000204 -.000204 0 0 20 SO ANGLE6 PY -.000305 -.000305 0 0 21 SO ANGLE5 PY -.000305 -.000305 0 0 22 SO ANGLE4 PY -.000305 -.000305_ 0 0 23 SO ANGLE3 PY -.000305 -.000305 0 0 24 SO ANGLE2 PY -.000305 -.000305 0 0 25 SO ANGLE1 PY -.000305 -.000305 0 I 0 26 SR3 PY -.000122 -.000122 0 0 27 MP GAMMA4B PY -.00029 -.00029 0 0 28 MP GAMMA4 PY -.00029 -.00029 0 I 0 29 MP GAMMA2B PY -.00029 -.00029 0 0 30 MP GAMMA2 PY -.00029 -.00029 0 0 31 MP GAMMA1 PY -.00029 -.00029 0 0 32 MP BETA5 PY -.00029 -.00029 0 0 33 MP BETA4 PY -.00029 -.00029 0 0 34 MP BETA2 PY -.00029 -.00029 0 0 35 MP BETA1 PY -.00029 -.00029 0 0 36 MP ALPHA4 PY -.00029 -.00029 0 0 37 MP ALPHA2 PY -.00029 -.00029 0 0 38 MPALPHA1B PY -.00029 -.00029 0 , 0 39 MP ALPHA1 PY -.00029 -.00029 0 0 40 FACE3B EXT PY -.000428 -.000428 0 0 41 FACE3A EXT PY -.000428 -.000428 0 0 42 FACE1B EXT PY -.000428 -.000428 0 0 43 FACE1A EXT PY -.000428 -.000428 0 0 44 EXSO12 PY -.000145 -.000145 0 0 45 EX5010 PY -.000145 -.000145 0 0 46 EXSO9 PY -.000145 -.000145 0 0 47 EXSO7 PY -.000145 -.000145 0 0 48 EXSO6 PY i -.000145 -.000145 0 0 49 EXSO5 PY -.000145 -.000145 0 0 50 EXSO3 PY 1 -.000145 -.000145 0 0 51 EXSO2 PY -.000145 -.000145 0 0 52 DIAGONALI8 PY -.000407 -.000407 0 0 53 DIAGONAL17 PY -.000407 -.000407 0 0 54 DIAGONAL16 PY -.000407 -.000407 0 0 55 DIAGONAL15 PY -.000407 -.000407 0 0 56 DIAGONAL14 PY -.000407 -.000407 0 0 57 DIAGONAL13 PY -.000407 -.000407 0 0 58 DIAGONAL12 PY -.000407 -.000407 0 0 59 DIAGONAL11 PY -.000407 -.000407 0 0 60 DIAGONAL10 PY -.000407 -.000407 0 0 61 DIAGONAL9 PY -.000407 -.000407 0 0 RISA-3D Version 17.0.4 [T:\...1...\...\...\(PL22) 874135- Updated Model (Additions) MDDs)-JEM.R3Dpage 116 Company : POD Feb 18,2022 ''�'�� Designer 5:18 AM Job Number Checked By: A 9cMeTSCHEK COMPANY Model Name : 874135 Member Distributed Loads (BLC 25 : Maintanence (300)) (Continued) Member Label Direction Start Magnitudefk/ft.... End Maonitudefk/ft.F... Start Locationfft,%1 End Locationfft,%1 62 DIAGONALS PY -.000407 -.000407 0 0 63 DIAGONAL7 PY -.000407 -.000407 0 0 64 DIAGONAL6 PY -.000407 -.000407 0 0 65 DIAGONAL5 PY -.000407 -.000407 0 0 66 DIAGONAL4 PY -.000407 -.000407 0 0 67 DIAGONAL3 PY -.000407 -.000407 0 _ 0 68 : DIAGONAL2 PY -.000407 -.000407 0 0 69 DIAGONAL1 PY -.000407 -.000407 0 0 70 CONN ANGLE6 PY -.000611 -.000611 0 0 71 CONN ANGLE5 PY -.000611 -.000611 0 0 72 I CONN ANGLE4 PY -.000611 -.000611 0 0 73 CONN ANGLE3 PY -.000611 -.000611 0 0 74 CONN ANGLE2 PY -.000611 -.000611 0 0 75 CONN ANGLE1 PY -.000611 -.000611 0 0 76 BOTTOM STANDOFF3 PY -.000356 -.000356 0 0 77 BOTTOM STANDOFF2 PY -.000356 -.000356 0 0 78 BOTTOM STANDOFF1 f PY -.000356 -.000356 0 0 79 BOTTOM FACE1 i PY -.000713 -.000713 0 0 80 ! BOTTOM FACE2 PY -.000713 -.000713 0 0 81 BOTTOM FACE3 PY -.000356 -.000356 0 0 82 TOP STANDOFF3 PX .000617 .000617 0 0 83 TOP STANDOFF2 PX .000617 .000617 0 0 84 I TOP STANDOFF1 PX .000617 .000617 0 0 85 TOP FACE1 PX .001 .001 0 0 86 TOP FACE2 PX .001 .001 0 0 87 TOP FACE3 PX .000617 .000617 0 0 88 SO VERTICAL9 PX .000353 .000353 0 0 89 SO VERTICAL8 PX .000353 .000353 0 0 90 SO VERTICAL? ; PX .000353 .000353 0 0 91 SO VERTICAL5 PX .000353 .000353 0 0 92 SO VERTICAL4 PX .000353 .000353 0 0 93 SO VERTICAL2 PX .000353 .000353 0 0 94 SO VERTICAL1 PX .000353 .000353 0 0 95 SO DIGAONAL3 PX .000353 .000353 _-_ 0 - 0 96 SO DIAGONAL6 PX .000353 .000353 0 0 97 SO DIAGONAL5 PX .000353 .000353 0 0 98 SO DIAGONAL4 PX .000353 .000353 0 0 99 SO DIAGONAL2 PX .0.00353 .000353 0 0 100 SO DIAGONAL1 PX .000353 .000353 0 0 101 SO ANGLE6 PX .000529 .000529 0 0 102 SO ANGLE5 PX .000529 .000529 0 0 103 SO ANGLE4 PX .000529 .000529 0 0 104 SO ANGLE3 PX .000529 .000529 0 _ 0 105 SO ANGLE2 PX .000529 .000529 0 0 106 SO ANGLE1 PX .000529 .000529 0 0 107 SR3 PX .000212 .000212 0 0 108 MP GAMMA4B PX .000502 .000502 0 0 109 MP GAMMA4 PX .000502 .000502 _ 0 0 110 MP GAMMA2B PX .000502 .000502 0 I 0 111 MP GAMMA2 PX .000502 .000502 0 0 112 MP GAMMA1 PX .000502 .000502 0 1 0 113 MP BETA5 PX I .000502 .000502 0 0 114 MP BETA4 PX .000502 .000502 0 0 115 MP BETA2 PX .000502 .000502 0 0 116 MP BETA1 PX .000502 .000502 0 0 117 MP ALPHA4 PX .000502 .000502 _ 0 0 118 MP ALPHA2 PX .000502 .000502 0 0 ____ Version 17.0.4 [T:\...\...\...\...1(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3Dpage 117 Company : POD Feb 18, 2022 ''R'SIA Designer 5:18 AM Job Number Checked By: ,,,r Model Name : 874135 Member Distributed Loads (BLC 25 : Maintanence (300)) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F... Start Location[ft,%] End Location[ft,%] 119 MP ALPHA1 B PX .000502 .000502 0 0 120 ', MP ALPHA1 PX .000502 .000502 0 0 121 FACE3B EXT PX .00074 .00074 0 0 122 i FACE3A EXT PX .00074 C .00074 0 0 123 FACE1B EXT PX .00074 .00074 0 0 124 FACE1A EXT PX .00074 .00074 0 0 125 EXS012 PX .000251 .000251 0 0 126 EXS010 PX .000251 .000251 0 0 127 EXS09 PX .000251 .000251 0 0 128 EXS07 i PX .000251 .000251 0 0 129 EXS06 PX .000251 .000251 0 0 130 EXS05 PX .000251 .000251 0 0 131 EXS03 PX .000251 .000251 0 0 132 EXSO2 PX .000251 .000251 0 0 133 DIAGONAL18 PX .000705 .000705 0 0 134 DIAGONAL17 PX .000705 .000705 0 0 135 DIAGONAL16 PX .000705 .000705 0 0 136 , DIAGONAL15 PX .000705 .000705 0 0 137 DIAGONAL14 PX .000705 .000705 0 0 138 DIAGONAL13 PX .000705 .000705 0 0 139 DIAGONAL12 PX .000705 .000705 0 0 140 DIAGONAL11 PX .000705 .000705 0 0 141 DIAGONAL10 PX .000705 .000705 0 0 142 DIAGONALS PX .000705 .000705 0 0 143 DIAGONAL8 PX .000705 .000705 0 0 144 DIAGONAL7 PX .000705 .000705 0 0 145 DIAGONAL6 PX .000705 .000705 0 0 146 DIAGONAL5 PX .000705 .000705 0 0 147 DIAGONAL4 PX .000705 .000705 0 0 148 DIAGONAL3 PX .000705 .000705 0 0 149 DIAGONAL2 PX .000705 .000705 0 0 150 DIAGONAL1 PX .000705 .000705 0 0 151 CONN ANGLE6 PX .001 .001 0 0 152 CONN ANGLE5 PX .001 .001 0 0 153 CONN ANGLE4 PX .001 .001 _ 0 0 154 CONN ANGLE3 PX ..001 .001 0 0 155 CONN ANGLE2 PX .001 .001 0 0 156 CONN ANGLE1 PX .001 .001 0 0 157 BOTTOM STANDOFF3 PX .000617 .000617 0 0 158 BOTTOM STANDOFF2 PX .000617 .000617 0 0 159 BOTTOM STANDOFF1 PX .000617 .000617 0 0 160 BOTTOM FACE1 PX .001 .001 0 0 161 BOTTOM FACE2 PX .001 .001 0 0 162 BOTTOM FACE3 PX .000617 .000617 0 0 163 MP1 PY -.000204 -.000204 0 0 164 MP1 PX .000353 .000353 0 0 165 MP2 PY -.000204 -.000204 0 0 166 MP2 PX .000353 .000353 0 0 167 MP3 PY -.000204 -.000204 0 0 168 MP3 PX .000353 .000353 0 0 169 SR1 PY -.000122 -.000122 0 0 170 SR1 PX .000212 .000212 0 0 171 SO VERTICAL3 PY -.000204 -.000204 0 0 172 SO VERTICAL3 PX .000353 .000353 0 0 173 _ SR2 PY -.000122 -.000122 0 0 174 SR2 PX .000212 .000212 0 0 175 SO VERTICAL6 PY -.000204 -.000204 0 0 RISA-3D Version 17.0.4 [T:\...\...1...1...\(PL22)874135-Updated Model (Additions) MDDs)-JEM.R3Dpage 118 Company : Feb 18, I I I RISA De igumber POD ChecAM ked 2B�2 �,,pp,r Model Name : 874135 Member Distributed Loads (BLC 25 : Maintanence (300)) (Continued) Member Label Direction Start Mannitudefk/ft,... End Mannitudefk/ft,F... Start Locationfft,%1 End Locationfft,%1 176 ! SO VERTICAL6 PX .000353 .000353 0 0 Member Distributed Loads (BLC 26 : Maintanence (330)) Member Label Direction Start Magnitude[k/ft.... End Magnitudejk/ft.F... Start Locationfft.%] End Locationfft.%] 1 TOP STANDOFF3 PY -.000617 -.000617 0 0 2 TOP STANDOFF2 1 PY -.000617 -.000617 0 0 3 TOP STANDOFF1 PY -.000617 -.000617 0 0 4 TOP FACE3 I PY -.001 -.001 0 0 5 TOP FACE2 PY -.001 -.001 0 0 6 "I TOP FACE1 PY -.000617 -.000617 0 0 7 SO VERTICAL9 PY -.000353 -.000353 0 0 8 SO VERTICAL8 PY -.000353 -.000353 0 0 9 SO VERTICAL7 PY -.000353 -.000353 0 0 10 SO VERTICAL5 PY -.000353 -.000353 0 0 11 SO VERTICAL4 PY -.000353 -.000353 0 0 12 I SO VERTICAL2 PY -.000353 -.000353 0 0 13 SO VERTICAL1 PY -.000353 -.000353 0 0 14 SO DIGAONAL3 PY -.000353 -.000353 0 0 15 SO DIAGONAL6 PY -.000353 -.000353 0 0 16 SO DIAGONALS PY -.000353 -.000353 0 0 17 SO DIAGONAL4 PY -.000353 -.000353 0 0 18 SO DIAGONAL2 PY -.000353 -.000353 0 0 19 SO DIAGONAL1 PY -.000353 -.000353 0 0 20 SO ANGLE6 PY -.000529 -.000529 0 0 21 SO ANGLES PY -.000529 -.000529 0 0 22 i SO ANGLE4 PY -.000529 -.000529 0 0 23 SO ANGLE3 PY -.000529 -.000529 0 0 24 SO ANGLE2 PY -.000529 -.000529 0 0 25 SO ANGLE1 PY -.000529 -.000529 0 0 26 SR3 1 PY -.000212 -.000212 0 0 27 MP GAMMA4B PY -.000502 -.000502 0 0 28 MP GAMMA4 ! PY -.000502 -.000502 0 0 29 MP GAMMA2B PY -.000502 -.000502 0 0 30 MP GAMMA2 PY -.000502 -.000502 0 0 31 MP GAMMA1 PY -.000502 -.000502 0 0 32 ! MP BETA5 PY -.000502 -.000502 0 0 33 MP BETA4 PY -.000502 -.000502 0 0 34 MP BETA2 PY -.000502 -.000502 0 0 35 MP BETA1 PY -.000502 -.000502 0 0 36 ' MP ALPHA4 PY -.000502 -.000502 0 0 37 MP ALPHA2 PY -.000502 -.000502 0 0 38 MP ALPHA1 B PY -.000502 -.000502 0 0 39 MP ALPHA1 PY -.000502 -.000502 0 0 40 FACE3B EXT PY -.00074 -.00074 0 0 41 FACE3A EXT PY -.00074 -.00074 0 0 42 FACE1B EXT PY -.00074 -.00074 0 0 43 FACE1A EXT PY -.00074 -.00074 0 0 44 EXSO12 PY -.000251 -.000251 0 0 45 EXSO10 PY -.000251 -.000251 0 0 46 EXSO9 PY -.000251 -.000251 0 0 47 EXSO7 PY -.000251 -.000251 0 0 48 EXS06 PY -.000251 -.000251 0 0 49 EXSO5 PY -.000251 -.000251 0 0 50 EXS03 PY -.000251 -.000251 0 0 51 EXSO2 PY -.000251 -.000251 0 0 52 DIAGONALI8 PY -.000705 -.000705 0 0 RISA-3D Version 17.0.4 [T:1...\...\...\...1(PL22)874135- Updated Model (Additions) MDDs)- JEM.R3Dpage 119 Company : POD Feb 18,2022 ''R'SIA Desig JobNnerumber 5:18 AM Checked By: :;verF-sr- Model Name : 874135 Member Distributed Loads (BLC 26 : Maintanence (330)) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitudelklft.F... Start Locationfft.%1 End Location[ft,%1 53 DIAGONAL17 PY -.000705 -.000705 0 0 54 DIAGONAL16 PY -.000705 -.000705 I 0 0 55 DIAGONAL15 PY -.000705 -.000705 0 0 56 DIAGONALI4 PY -.000705 -.000705 0 0 57 DIAGONAL13 PY -.000705 -.000705 0 0 58 DIAGONALI2 PY -.000705 -.000705 0 0 59 DIAGONAL11 PY -.000705 -.000705 0 0 60 DIAGONAL10 PY -.000705 -.000705 0 0 61 DIAGONAL9 PY -.000705 -.000705 0 0 62 DIAGONAL8 PY -.000705 -.000705 0 0 63 DIAGONAL7 PY -.000705 -.000705 0 0 64 DIAGONAL6 PY -.000705 -.000705 0 0 65 DIAGONAL5 PY -.000705 -.000705 0 0 66 DIAGONAL4 PY -.000705 -.000705 0 0 67 DIAGONAL3 PY -.000705 -.000705 0 0 68 DIAGONAL2 PY -.000705 -.000705 0 0 69 DIAGONAL1 PY -.000705 -.000705 0 0 70 i CONN ANGLE6 PY -.001 -.001 0 0 71 CONN ANGLE5 PY -.001 -.001 0 0 72 CONN ANGLE4 PY -.001 -.001 0 0 73 CONN ANGLE3 PY -.001 -.001 0 0 74 CONN ANGLE2 PY -.001 -.001 0 0 75 CONN ANGLE1 PY -.001 -.001 0 0 76 BOTTOM STANDOFF3 pY -.000617 -.000617 0 0 77 BOTTOM STANDOFF2 pY -.000617 -.000617 0 0 78 '', BOTTOM STANDOFF1 PY -.000617 -.000617 0 0 79 BOTTOM FACE3 PY -.001 -.001 0 0 80 BOTTOM FACE2 PY -.001 -.001 0 0 81 I BOTTOM FACE1 PY -.000617 -.000617 0 0 82 TOP STANDOFF3 PX .000356 .000356 0 0 83 TOP STANDOFF2 PX .000356 .000356 0 0 84 TOP STANDOFF1 PX .000356 .000356 0 0 85 TOP FACE3 PX .000713 .000713 0 0 86 TOP FACE2 PX .000713 .000713 0 0 87 TOP FACE1 PX .000356 .000356 0 0 88 SO VERTICAL9 PX .000204 .000204 0 0 89 SO VERTICAL8 PX .000204 .000204 0 0 90 SO VERTICAL7 PX .000204 .000204 0 0 91 SO VERTICAL5 PX .000204 .000204 0 0 92 SO VERTICAL4 PX ! .000204 .000204 0 0 93 SO VERTICAL2 PX .000204 .000204 0 0 94 SO VERTICAL1 PX i .000204 .000204 0 0 95 SO DIGAONAL3 PX .000204 .000204 0 0 96 SO DIAGONAL6 PX .000204 .000204 0 0 97 SO DIAGONAL5 PX .000204 .000204 0 0 98 SO DIAGONAL4 PX .000204 .000204 0 0 99 SO DIAGONAL2 PX .000204 .000204 0 0 100 SO DIAGONAL1 PX .000204 .000204 0 0 101 SO ANGLE6 PX .000305 .000305 0 0 102 SO ANGLES PX .000305 .000305 0 0 103 SO ANGLE4 PX .000305 .000305 0 0 104 SO ANGLE3 PX .000305 .000305 0 0 105 SO ANGLE2 PX .000305 .000305 0 0 106 SO ANGLE1 PX .000305 .000305 0 0 107 SR3 _ PX .000122 .000122 0 0 108 MP GAMMA4B PX .00029 .00029 0 0 109__ MP GAMMA4 PX .00029 .00029 0 0 RISA-3D Version 17.0.4 [T:\...1...\...1...\(PL22)874135-Updated Model (Additions! MDDs)-JEM.R3Dpage 120 Company : POD Feb 18,2022 IIIRISA Designer : 5:18AM Job Number Checked B ,,.,, - ,,m,,„,,,,,� Model Name : 874135 Y Member Distributed Loads (BLC 26 : Maintanence (3301) (Continued) Member Label Direction Start Madnitudefklft.... End Maanitudefk/ft,F... Start Locationfft,%1 End Locationfft,%1 110 MP GAMMA2B PX .00029 .00029 0 0 111 MP GAMMA2 PX .00029 .00029 0 0 112 MP GAMMA1 PX .00029 .00029 0 0 113 MP BETA5 PX .00029 .00029 0 0 114, MP BETA4 PX .00029 .00029 0 0 115 MP BETA2 PX .00029 _00029 0 0 116 MP BETA1 PX .00029 .00029 0 0 117 MP ALPHA4 PX _ .00029 .00029 0 0 118 MP ALPHA2 PX .00029 .00029 0 0 119 MP ALPHA1 B PX .00029 .00029 0 0 120 MP ALPHA1 PX .00029 .00029 0 0 121 FACE3B EXT PX .000428 .000428 0 0 122 FACE3A EXT PX .000428 .000428 0 0 123 FACE1B EXT PX .000428 .000428 0 0 124 FACE1A EXT PX .000428 .000428 0 0 125 EXSO12 PX .000145 .000145 0 0 126 EXS010 PX .000145 .000145 0 0 127 EXSO9 PX .000145 .000145 0 0 128 EXSO7 PX .000145 .000145 0 0 129 EXSO6 PX .000145 .000145 0 0 130 EXSO5 PX .000145 .000145 0 0 j 131 EXSO3 PX .000145 .000145 0 0 132 EXSO2 PX .000145 .000145 0 0 133 DIAGONAL18 PX .000407 .000407 0 0 134 DIAGONAL17 PX .000407 .000407 0 0 135 DIAGONAL16 PX .000407 .000407 0 0 136 DIAGONAL15 PX .000407 1 .000407 0 0 137 DIAGONAL14 PX .000407 .000407 0 0 138 DIAGONAL13 PX .000407 1 .000407 0 0 139 DIAGONAL12 PX .000407 .000407 0 0 140 DIAGONAL11 PX .000407 .000407 0 0 141 DIAGONAL10 PX .000407 .000407 0 0 142 DIAGONAL9 PX .000407 .000407 0 0 143 DIAGONALS PX .000407 .000407 0 0 144 DIAGONAL7 PX .000407 .000407 0 0 145 DIAGONAL6 PX .000407 _ .000407 0 0 146 . DIAGONAL5 PX .000407 1 .000407 0 0 147 DIAGONAL4 PX .000407 .000407 0 0 148 DIAGONAL3 1 PX .000407 .000407 0 0 149 DIAGONAL2 PX .000407 .000407 0 0 150 DIAGONAL1 PX .000407 .000407 0 0 151 CONN ANGLE6 PX .000611 .000611 0 0 152 CONN ANGLE5 PX .000611 .000611 0 0 153 CONN ANGLE4 PX .000611 .000611 0 0 154 CONN ANGLES PX .000611 .000611 0 0 155 CONN ANGLE2 PX .000611 .000611 0 0 156 CONN ANGLE1 PX .000611 .000611 0 0 157 BOTTOM STANDOFF3 PX .000356 .000356 0 0 158 BOTTOM STANDOFF2 PX .000356 .000356 0 0 159 ! BOTTOM STANDOFF1 PX .000356 .000356 0 0 160 BOTTOM FACE3 PX .000713 .000713 0 0 161 BOTTOM FACE2 PX .000713 .000713 0 0 162 BOTTOM FACE1 PX .000356 .000356 0 0 163 MP1 PY -.000353 -.000353 0 0 164 MP1 PX .000204 .000204 0 0 165 MP2 PY -.000353 -.000353 0 0 ' 166 MP2 PX .000204 .000204 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135- Updated Model (Additions! MDDs) - JEM.R3Dj'age 121 Company : Feb 18, 02 5:18 AM III I RISA Job iN a ber POD Checked By2 ,.vE,up« „,K,-,,,,,,4, Model Name : 874135 Member Distributed Loads (BLC 26 : Maintanence (330)) (Continued) Member Label Direction Start Maanitudefk/ft,.- End Magnitudejk/ft,F... Start Location[ft,%] End Location[ft,%] 167 MP3 PY -.000353 -.000353 0 0 168 MP3 PX .000204 .000204 0 0 169 SR1 PY -.000212 -.000212 0 0 170 SR1 PX .000122 .000122 0 0 171 SO VERTICALS PY -.000353 -.000353 0 0 172 SO VERTICAL3 PX .000204 .000204 0 0 173 SR2 PY -.000212 -.000212 0 0 174 SR2 PX .000122 .000122 0 0 175 SO VERTICAL6 PY -.000353 -.000353 0 0 176 SO VERTICAL6 PX .000204 .000204 0 0 Member Distributed Loads (BLC 27 : Ice Dead Load) Member Label Direction Start Magnitude[klft,... End Magnitude[k/ft,F... Start Location[ft,%] End Location[ft,%] 1 TOP STANDOFF3 Z -.013 -.013 0 0 2 TOP STANDOFF2 . Z -.013 -.013 0 0 3 TOP STANDOFF1 Z -.013 -.013 0 0 4 TOP FACE3 Z -.013 -.013 0 0 5 TOP FACE2 Z -.013 -.013 0 0 6 . TOP FACE1 Z -.013 -.013 0 0 7 SO VERTICAL9 Z -.01 -.01 0 0 8 SO VERTICAL8 Z -.01 -.01 0 0 9 SO VERTICAL7 Z -.01 -.01 0 0 10 SO VERTICAL5 Z -.01 -.01 0 0 11 SO VERTICAL4 Z -.01 -.01 0 0 12 SO VERTICAL2 Z -.01 -.01 0 0 13 SO VERTICAL1 Z -.01 -.01 0 0 14 SO DIGAONAL3 Z -.01 -.01 0 0 15 SO DIAGONAL6 Z -.01 -.01 0 0 16 SO DIAGONAL5 Z -.01 -.01 • 0 0 17 SO DIAGONAL4 Z -.01 -.01 0 0 18 SO DIAGONAL2 Z -.01 -.01 0 0 19 SO DIAGONAL1 Z -.01 -.01 0 0 20 SO ANGLE6 Z -.012 -.012 0 0 21 SO ANGLE5 Z -.012 -.012 0 0 22 SO ANGLE4 Z -.012 1 -.012 0 0 I 23 SO ANGLE3 Z -.012 -.012 • 0 0 24 SO ANGLE2 Z -.012 012 0 0 25 SO ANGLE1 Z -.012 -.012 0 0 26 SR3 Z -.007 -.007 0 0 27 MP GAMMA4B Z -.008 -.008 0 0 28 MP GAMMA4 Z -.008 -.008 0 0 29 MP GAMMA2B Z -.008 -.008 0 0 30 MP GAMMA2 Z -.008 -.008 0 0 31 MP GAMMA1 Z -.008 -.008 0 0 32 1 MP BETA5 Z -.008 -.008 0 0 33 MP BETA4 Z -.008 1 -.008 0 0 34 MP BETA2 Z -.008 -.008 0 0 35 MP BETA1 Z -.008 -.008 0 0 36 MP ALPHA4 Z -.008 -.008 0 0 37 MP ALPHA2 Z -.008 -.008 0 0 38 1 MP ALPHA1 B Z -.008 -.008 0 0 39 MP ALPHA1 Z -.008 -.008 0 0 40 FACE3B EXT Z -.011 -.011 0 0 41 1 FACE3A EXT Z -.011 -.011 0 0 42 FACE1B EXT Z -.011 -.011 0 0 43 FACE1A EXT Z -.011 -.011 0 0 RISA-3D Version 17.0.4 [T:\...\...\...1...\(PL22)874135- Updated Model (Additions) MDDs) -JEM.R3DFage 122 Company : Feb 18, I''R'SA JobiNumber : POD Che AM k d2By2 A NFMFTSCHe-cOMP4NY Model Name : 874135 Member Distributed Loads (BLC 27: Ice Dead Load) (Continued) Member Label Direction Start Magnitudefklft,... End Magnitudefklft,F... Start Locationfft,%1 End Locationfft,%1 44 , EXSO12 Z -.008 -.008 0 0 45 EXSO10 Z -.008 -.008 0 0 46 EXSO9 Z -.008 -.008 0 0 47 EXSO7 Z -.008 -.008 0 0 48 EXSO6 Z -.008 -.008 0 0 49 EXSOS Z -.008 -.008 0 0 50 EXSO3 Z -.008 -.008 0 0 51 EXSO2 Z -.008 -.008 0 0 52 DIAGONAL18 Z -.01 -.01 0 0 53 DIAGONAL17 Z -.01 -.01 0 0 54 DIAGONAL16 Z -.01 -.01 0 0 55 DIAGONAL15 Z -.01 -.01 0 0 56 DIAGONAL14 Z -.01 -.01 0 1 0 57 DIAGONAL13 Z -.01 -.01 0 0 58 DIAGONAL12 Z -.01 -.01 0 1 0 59 DIAGONAL11 Z -.01 -.01 0 0 60 DIAGONAL10 Z -.01 -.01 0 0 61 DIAGONAL9 Z -.01 -.01 0 1 0 62 DIAGONAL8 Z -.01 -.01 0 0 63 DIAGONAL7 Z -.01 -.01 0 0 64 DIAGONAL6 Z -.01 -.01 0 0 65 DIAGONAL5 Z -.01 -.01 0 0 66 DIAGONAL4 Z -.01 -.01 0 0 67 DIAGONALS Z -.01 -.01 0 68 I DIAGONAL2 Z 1 - -.01 -.01 0 0 69 I DIAGONAL1 Z -.01 -.01 0 0 70 CONN ANGLE6 Z -.02 -.02 0 0 71 CONN ANGLE5 Z -.02 -.02 0 0 72 CONN ANGLE4 Z -.02 -.02 0 0 73 CONN ANGLE3 Z -.02 -.02 0 0 74 CONN ANGLE2 Z -.02 -.02 0 0 75 CONN ANGLE1 Z -.02 -.02 0 0 r 76 BOTTOM STANDOFF3 Z j -.013 -.013 0 0 77 BOTTOM STANDOFF2 Z -.013 -.013 0 0 78 BOTTOM STANDOFF1 Z -.013 -.013 0 0 79 BOTTOM FACE3 Z -.013 -.013 0 0 80 BOTTOM FACE2 Z -.013 -.013 0 0 81 BOTTOM FACE1 Z -.013 -.013 0 0 82 MP1 Z -.01 -.01 0 0 83 MP2 Z 1 -.01 -.01 0 0 84 MP3 Z -.01 -.01 0 0 85 SR1 Z -.007 -.007 0 0 86 SO VERTICAL3 Z -.01 -.01 0 0 87 SR2 Z -.007 -.007 0 0 88 SO VERTICAL6 Z -.01 -.01 0 0 Member Distributed Loads (BLC 28 : Ice Wind Load(0)) Member Label Direction Start Magnitude[k/ft.... End Magnitude[k/ft.F... Start Location[ft.%] End Location[ft.%1 1 TOP STANDOFF3 PY -.001 -.001 0 0 2 TOP STANDOFF2 PY -.001 -.001 0 0 3 TOP STANDOFF1 PY -.001 -.001 0 0 4 TOP FACE3 PY -.003 -.003 0 0 5 TOP FACE2 PY -.003 -.003 0 0 6 TOP FACE1 PY -.001 -.001 0 1 0 7 SO VERTICAL9 PY -.001 -.001 0 0 8 SO VERTICAL8 PY -.001 -.001 0 I 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additions) MDDs) - JEM.R3Dpage 123 IICompany POD Feb 18,2022 I RISJob Nuber : 5:18AMBy: 4 NEME7SCHEM COMPANY Model Name : 874135 Member Distributed Loads (BLC 28 : Ice Wind Load(0)) (Continued) _Member Label __ Direction Start Magnitude[k/ft,._ End Magnitude[k/ft.F... Start Location[ft%] End Location[ft,%1 9 SO VERTICAL7 PY -.001 -.001 0 0 10 SO VERTICALS PY -.001 -.001 0 0 11 SO VERTICAL4 PY -.001 -.001 0 ' 0 12 SO VERTICAL2 PY -.001 -.001 0 0 13 SO VERTICAL1 PY -.001 -.001 0 0 14 SO DIGAONAL3 PY -.001 -.001 0 0 15 SO DIAGONAL6 PY -.001 -.001 0 0 16 SO DIAGONAL5 PY -.001 -.001 0 0 17 SO DIAGONAL4 PY -.001 -.001 0 0 18 SO DIAGONAL2 PY -.001 -.001 0 0 19 SO DIAGONAL1 PY -.001 -.001 0 0 20 SO ANGLE6 PY -.001 -.001 0 0 21 SO ANGLE5 PY -.001 -.001 0 0 22 SO ANGLE4 PY 001 -.001 0 0 23 SO ANGLE3 PY -.001 -.001 0 0 24 SO ANGLE2 PY i -.001 -.001 0 0 25 SO ANGLE1 PY -.001 -.001 0 0 26 SR3 PY 1 -.000652 -.000652 _ 0 0 27 MP GAMMA4B PY -.001 -.001 0 0 28 MP GAMMA4 PY I -.001 -.001 0 0 29 MP GAMMA2B PY -.001 -.001 0 0 1 30 MP GAMMA2 PY -.001 -.001 0 0 31 MP GAMMA1 PY -.001 -.001 0 0 32 MP BETAS PY -.001 -.001 0 0 33 MP BETA4 PY -.001 -.001 0 0 34 MP BETA2 PY -.001 -.001 0 0 35 MP BETA1 PY _ I -.001 -.001 0 0 36 MP ALPHA4 PY 1 -.001 -.001 0 0 37 MP ALPHA2 PY -.001 -.001 0 0 38 MP ALPHA1 B PY -.001 -.001 0 0 39 MP ALPHA1 PY -.001 -.001 0 0 40 FACE3B EXT PY -.002 -.002 0 0 41 FACE3A EXT PY -.002 -.002 0 0 42 FACE1B EXT PY -.002 -.002 0 0 43 FACE1A EXT PY -.002 -.002 0 0 44 EXSO12 PY -.000698 -.000698 0 0 45 EXSO10 PY -.000698 -.000698 0 0 46 EXSO9 PY -.000698 -.000698 0 0 47 EXSO7 PY -.000698 -.000698 0 0 48 EXSO6 PY -.000698 -.000698 0 0 49 EXSO5 PY -.000698 -.000698 0 0 50 EXSO3 PY -.000698 -.000698 0 0 51 EXSO2 PY -.000698 -.000698 0 0 52 DIAGONAL18 PY -.002 -.002 0 0 53 DIAGONAL17 PY -.002 -.002 0 0 54 DIAGONAL16 PY -.002 -.002 0 0 55 DIAGONAL15 PY -.002 -.002 0 0 56 DIAGONAL14 PY -.002 -.002 0 0 57 DIAGONAL13 PY -.002 -.002 0 0 58 DIAGONALI2 PY -.002 -.002 0 0 59 DIAGONAL11 PY -.002 -.002 0 0 60 DIAGONALIO PY -.002 -.002 0 0 61 DIAGONAL9 PY -.002 -.002 0 0 62 DIAGONAL8 PY -.002 -.002 ' 0 0 63 DIAGONAL7 PY -.002 -.002 0 0 _64 DIAGONAL6 PY -.002 -.002 0 0 65 DIAGONALS PY -.002 -.002 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135- Updated Model (Additions) MDDs)-JEM.R3DFage 124 I ICompany POD Feb 18,2022 I RISA JDoebs iNember Ch8AM kedB� .:cov.ANY Model Name : 874135 Member Distributed Loads (BLC 28 : Ice Wind Load(0)) (Continued) Member Label Direction Start Magnitudefk/ft,... End Madnitudefk/ft,F,_ Start Locationfft,%1 End Locationfft.%1 66 DIAGONAL4 PY -.002 -.002 0 0 67 DIAGONAL3 PY -.002 -.002 0 0 68 DIAGONAL2 PY -.002 -.002 0 0 69 DIAGONAL1 PY -.002 -.002 0 0 70 CONN ANGLE6 PY -.002 -.002 0 0 71 CONN ANGLE5 PY -.002 -.002 0 0 72 CONN ANGLE4 PY -.002 -.002 0 0 73 CONN ANGLE3 PY -.002 -.002 0 0 74 CONN ANGLE2 PY -.002 -.002 0 0 75 CONN ANGLE1 PY -.002 -.002 0 0 76 BOTTOM STANDOFF3 PY -.001 -.001 0 0 77 BOTTOM STANDOFF2 PY -.001 -.001 0 0 78 BOTTOM STANDOFFI PY -.001 -.001 0 0 79 BOTTOM FACE3 PY -.003 -.003 0 0 80 BOTTOM FACE2 PY -.003 -.003 0 0 81 BOTTOM FACE1 PY -.001 -.001 0 0 82 MP1 PY -.001 -.001 0 0 83 MP2 PY -.001 -.001 0 0 84 MP3 PY -.001 -.001 0 0 85 SR1 PY -.000652 -.000652 0 0 86 SO VERTICAL3 PY -.001 -.001 0 0 87 SR2 PY -.000652 -.000652 0 0 88 SO VERTICAL6 PY -.001 -.001 0 0 Member Distributed Loads (BLC 29 : Ice Wind Load(30)) Member Label Direction Start Magnitude[kift._. End Magnitude[k/ft.F... Start Locationfft.%1 End Location[ft,%1 1 TOP STANDOFF3 _ PY -.001 -.001 0 0 2 TOP STANDOFF2 PY -.001 -.001 0 0 3 TOP STANDOFF1 PY -.001 -.001 0 0 4 TOP FACE3 PY -.002 -.002 0 0 5 TOP FACE2 PY -.002 -.002 0 0 6 TOP FACE1 PY -.001 -.001 0 0 7 SO VERTICAL9__ PY -.000941 -.000941 0 0 8 SO VERTICAL8 PY -.000941 -.000941 0 0 9 SO VERTICAL7 PY -.000941 -.000941 0 0 10 SO VERTICAL5 PY -.000941 -.000941 0 0 11 SO VERTICAL4 PY -.000941 -.000941 0 0 12 SO VERTICAL2 PY -.000941 -.000941 0 0 13 SO VERTICAL1 PY -.000941 -.000941 0 0 14 SO DIGAONAL3 PY -.000941 -.000941 0 0 15 SO DIAGONAL6 PY -.000941 -.000941 0 0 16 SO DIAGONAL5 PY -.000941 -.000941 0 0 17 SO DIAGONAL4 PY -.000941 -.000941 0 0 18 SO DIAGONAL2 PY -.000941 -.000941 0 0 19 SO DIAGONAL1 PY -.000941 -.000941 0 0 20 , SO ANGLE6 PY -.001 -.001 0 0 21 SO ANGLE5 PY -.001 -.001 0 0 22 , SO ANGLE4 PY -.001 -.001 ' 0 0 23 SO ANGLE3 PY -.001 -.001 0 0 24 SO ANGLE2 PY -.001 -.001 0 0 25 SO ANGLE1 PY -.001 -.001 0 0 26 SR3 PY -.000565 -.000565 0 0 27 MP GAMMA4B PY -.001 -.001 0 0 28 MP GAMMA4 PY -.001 -.001 0 0 29 MP GAMMA2B PY -.001 -.001 0 0 30 MP GAMMA2 PY -.001 -.001 0 0 RISA-3D Version 17.0.4 [T:\...1...\...\...\(PL22) 874135 - Updated Model (Additionsl MDDs)-JEM.R3DPage 125 Company : Feb 18, I I II RISA Job INumber POD Che k d2By: '.it.-SCHE CorAPcmr Model Name : 874135 Member Distributed Loads (BLC 29 : Ice Wind Load(30)) (Continued) Member Label Direction Start Magnitude[k/ft.... End Magnitude[k/ft,F... Start Location[ft,%] _End Location[ft,%] 31 I MP GAMMA1 PY -.001 -.001 _ 0 0 32 MP BETAS PY -.001 -.001 0 0 33 MP BETA4 PY -.001 -.001 0 0 34 MP BETA2 PY -.001 -.001 0 0 35 MP BETA1 PY -.001 -.001 0 0 36 MP ALPHA4 PY -.001 -.001 0 0 37 MP ALPHA2 PY -.001 -.001 0 0 38 MP ALPHA1 B PY -.001 1 -.001 0 0 39 MP ALPHAI PY -.001 -.001 0 0 40 FACE3B EXT i PY -.001 -.001 0 0 41 1 FACE3A EXT PY -.001 -.001 0 0 42 FACE1B EXT PY -.001 -.001 0 0 43 FACE 1 A EXT PY -.001 -.001 0 0 44 EXS012 PY -.000605 -.000605 0 0 45 EXS010 PY -.000605 -.000605 0 0 46 EXS09 PY -.000605 -.000605 0 0 47 EXS07 PY -.000605 -.000605 0 0 48 EXS06 PY -.000605 -.000605 0 1 0 49 ' EXS05 PY -.000605 -.000605 0 0 50 EXS03 PY -.000605 -.000605 0 1 0 51 EXS02 PY -.000605 -.000605 0 0 52 DIAGONAL18 PY -.002 -.002 0 0 53 DIAGONAL17 PY -.002 -.002 0 0 54 DIAGONALI6 PY -.002 -.002 0 0 55 _ DIAGONAL15 PY -.002 -.002 0 0 _ 56 DIAGONAL14 PY 1 -.002 -.002 0 0 57____ DIAGONAL13 PY -.002 -.002 0 0 1 58 DIAGONAL12 PY i -.002 -.002 0 0 59 DIAGONAL11 PY -.002 -.002 0 0 60 . DIAGONALIO PY -.002 -.002 0 0 61 DIAGONAL9 PY -.002 -.002 0 0 62 DIAGONAL8 PY -.002 -.002 0 0 63 DIAGONAL7 PY -.002 -.002 _ 0 0 64 DIAGONAL6 PY -.002 -.002 0 0 65 DIAGONAL5 PY -.002 -.002 0 0 66 DIAGONAL4 PY -.002 -.002 0 0 67 DIAGONAL3 PY -.002 -.002 0 0 68 DIAGONAL2 PY -.002 -.002 0 0 69 DIAGONAL1 PY -.002 -.002 0 0 70 CONN ANGLE6 PY -.002 -.002 0 0 71 CONN ANGLE5 PY -.002 -.002 0 0 72 CONN ANGLE4 PY -.002 -.002 _ 0 0 73 CONN ANGLES PY -.002 -.002 0 0 74 CONN ANGLE2 PY -.002 -.002 0 0 75 CONN ANGLE1 PY -.002 -.002 0 0 • 76 BOTTOM STANDOFF3 PY -.001 -.001 _0 0 77 BOTTOM STANDOFF2 PY -.001 -.001 0 0 78 BOTTOM STANDOFF1 PY -.001 -.001 0 0 79 BOTTOM FACE3 PY -.002 -.002 0 0 80 BOTTOM FACE2 PY -.002 -.002 0 0 81 BOTTOM FACE1 PY -.001 -.001 0 0 82 TOP STANDOFF3 PX -.000696 -.000696 0 0 83 TOP STANDOFF2 PX -.000696 -.000696 0 0 84 , TOP STANDOFF1 1 PX -.000696 -.000696 0 0 1 85 TOP FACE3 ! PX -.001 -.001 0 0 86 TOP FACE2 PX -.001 -.001 0 0 87 TOP FACE1 PX -.000696 , -.00069.6 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22) 874135- Updated Model (Additions) MDDs) - JEM.R3DPage 126 Feb I RISA Company : POD 18, 2022 Designer 5:18 AM Feb Job Number Checked B h NEr.1ETscHEh:;or,iPFlNY Model Name : 874135 Y Member Distributed Loads (BLC 29 : Ice Wind Load(30)) (Continued) Member Label Direction Start Magnitudefklft,... End Maonitudeik/ft,F... Start Location(ft,%1 End Locationrft,%1 88 SO VERTICAL9 PX -.000544 -.000544 0 0 89 SO VERTICAL8 PX -.000544 -.000544 0 0 90 SO VERTICAL7 PX -.000544 -.000544 0 0 91 SO VERTICAL5 PX -.000544 -.000544 0 0 92 SO VERTICAL4 PX -.000544 -.000544 0 0 93 SO VERTICAL2 PX -.000544 -.000544 0 0 94 SO VERTICAL1 PX -.000544 -.000544 0 0 95 SO DIGAONAL3 PX -.000544 -.000544 0 0 96 SO DIAGONAL6 PX -.000544 -.000544 0 0 97 SODIAGONAL5 PX • -.000544 -.000544 0 0 98 SO DIAGONAL4 PX -.000544 -.000544 0 0 99 SO DIAGONAL2 PX -.000544 -.000544 0 0 100 SO DIAGONAL1 PX -.000544 -.000544 0 0 101 SO ANGLE6 PX -.000645 -.000645 0 0 102 SO ANGLE5 P PX -.000645 -.000645 0 0 103 SO ANGLE4 PX -.000645 -.000645 0 0 104 SO ANGLE3 PX -.000645 -.000645 0 0 105 SO ANGLE2 PX -.000645 -.000645 0 0 106 SO ANGLE1 PX -.000645 -.000645 0 0 107 SR3 PX -.000326 -.000326 0 0 108 MP GAMMA4B PX -.000718 -.000718 0 0 109 MP GAMMA4 PX -.000718 -.000718 0 0 110. MP GAMMA2B PX -.000718 -.000718 0 0 111 MP GAMMA2 PX -.000718 -.000718 0 0 112 MP GAMMA1 PX -.000718 -.000718 0 1 0 113 MP BETAS PX -.000718 -.000718 0 0 114 MP BETA4 PX -.000718 -.000718 0 0 115 MP BETA2 PX -.000718 -.000718 0 0 116 MP BETA1 PX -.000718 -.000718 0 0 117 MP ALPHA4 PX -.000718 -.000718 0 0 118 MP ALPHA2 PX -.000718 -.000718 0 0 119 MP ALPHA1 B PX -.000718 -.000718 0 0 120 MP ALPHA1 PX -.000718 -.000718 0 0 121 FACE3B EXT PX -.000835 -.000835 _ 0 0 122 FACE3A EXT PX -.000835 -.000835 0 0 123 FACE1B EXT PX -.000835 -.000835 0 0 124 FACE1A EXT PX -.000835 -.000835 0 0 125 EXS012 PX -.000349 -.000349 0 0 126 EXS010 PX -.000349 -.000349 0 0 127 EXSO9 PX -.000349 -.000349 0 0 128 EXS07 PX -.000349 -.000349 0 0 129 EXSO6 PX -.000349 -.000349 0 0 130 EXS05 PX -.000349 -.000349 0 0 131 EXS03 PX -.000349 -.000349 0 0 132 EXSO2 PX -.000349 -.000349 0 0 133 DIAGONAL18 PX -.001 -.001 0 0 134 DIAGONAL17 PX -.001 -.001 0 0 135 DIAGONAL16 PX -.001 -.001 0 0 136 DIAGONAL15 PX -.001 -.001 0 0 137 DIAGONAL14 PX -.001 -.001 0 0 138 DIAGONAL13 PX -.001 -.001 0 0 139 DIAGONAL12 PX -.001 -.001 0 0 140 DIAGONAL11 PX -.001 -.001 0 0 141 DIAGONAL10 PX -.001 -.001 0 0 142 DIAGONAL9 PX -.001 -.001 0 0 143 DIAGONAL8 PX -.001 -.001 0 0 144 DIAGONAL? PX -.001 -.001 0 I 0 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135- Updated Model (Additions) MDDs)-JEM.R3Dpage 127 Company : POD Feb 18,2022 'I RISA Designer 5:18 AM Job Number Checked By: ,st_r,,sc K,[XI'FAN` Model Name : 874135 • Member Distributed Loads (BLC 29 : Ice Wind Load (30)) (Continued) Member Label Direction Start Magnitude[k/ft,... End Magnitudefk/ft,F... Start Location[ft,%] End Location[ft,%]__ 145 DIAGONAL6 PX -.001 -.001 0 _ 0 146 DIAGONAL5 PX -.001 -.001 0 0 147 DIAGONAL4 PX -.001 -.001 0 0 148 DIAGONAL3 PX -.001 -.001 0 0 149 DIAGONAL2 PX -.001 -.001 0 0 150 DIAGONAL1 PX -.001 -.001 0 0 151 CONN ANGLE6 PX -.000951 -.000951 0 0 152 CONN ANGLES PX -.000951 -.000951 0 0 153 CONN ANGLE4 PX -.000951 -.000951 0 0 154 CONN ANGLE3 PX -.000951 ! -.000951 0 0 155 CONN ANGLE2 PX -.000951 -.000951 0 0 156 CONN ANGLE1 PX .000951 I -.000951 0 0 157 BOTTOM STANDOFF3 PX -.000696 -.000696 0 0 158 BOTTOM STANDOFF2 PX -.000696 I -.000696 0 0 159 BOTTOM STANDOFF1 PX -.000696 -.000696 0 0 160 BOTTOM FACES PX -.001 -.001 0 0 161 BOTTOM FACE2 PX -.001 -.001 0 0 162 BOTTOM FACE1 PX -.000696 i -.000696 0 0 163 MP1 PY -.000941 -.000941 0 0 164 MP1 PX -.000544 I -.000544 0 0 165 MP2 PY -.000941 -.000941 0 0 166 MP2 PX -.000544 -.000544 0 0 167 MP3 PY -.000941 -.000941 0 0 168 MP3 PX -.000544 -.000544 0 0 169 SR1 PY -.000565 -.000565 0 0 1701 SR1 PX -.000326 -.000326 0 0 171 SO VERTICAL3 PY -.000941 -.000941 0 0 172 SO VERTICAL3 PX -.000544 -.000544 0 0 173 SR2 PY -.000565 -.000565 0 0 174 SR2 PX -.000326 -.000326 0 0 175 SO VERTICAL6 PY -.000941 -.000941 0 0 176 SO VERTICAL6 PX -.000544 -.000544 0 0 Member Distributed Loads (BLC 30 : Ice Wind Load(60)) Member Label Direction Start Magnitudejk/ft.... End Magnitude[k/ft,F... Start Location[ft.%] End Location[ft.%] 1 TOP STANDOFF3 PY -.000696 -.000696 0 0 2 TOP STANDOFF2 PY r -.000696 -.000696 0 0 3 TOP STANDOFF1 _ PY -.000696 -.000696 0 0 4 TOP FACES PY -.001 -.001 0 0 5 TOP FACE2 PY -.001 -.001 0 0 6 TOP FACE1 PY -.000696 -.000696 0 0 7 SO VERTICAL9 PY -.000544 -.000544 0 0 8 SO VERTICALS PY -.000544 -.000544 0 I 0 9 SO VERTICAL7 PY -.000544 -.000544 0 0 10 SO VERTICAL5 PY _ -.000544 -.000544 0 I 0 11 SO VERTICAL4 PY -.000544 -.000544 0 0 12 SO VERTICAL2 PY .000544 -.000544 0 0 13 SO VERTICAL1 PY -.000544 -.000544 0 0 14 SO DIGAONAL3 PY -.000544 -.000544 0 0 15 SO DIAGONAL6 PY I -.000544 -.000544 0 0 16 SO DIAGONAL5 PY -.000544 -.000544 0 0 17 SO DIAGONAL4 PY -.000544 -.000544 0 0 18 SO DIAGONAL2 PY -.000544 _ -.000544 0 0 19 SO DIAGONAL1 PY -.000544 -.000544 0 0 20 SO ANGLE6 PY -.000645 -.000645 0 0 21 SO ANGLE5 PY -.000645 -.000645 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22)874135 - Updated Model (Additions) MDDs) - JEM.R3Dpage 128 Company : Feb 18, I I II R'SA Job INn ber POD Che k d2By: ,,„c,„ps„, Model Name : 874135 Member Distributed Loads (BLC 30 : Ice Wind Load(60)) (Continued) Member Label Direction Start Maanitudefk/ft,... End Maanitudefk/ft,F... Start Locationfft,%1 End Locationfft,%1 22 SO ANGLE4 PY -.000645 -.000645 0 0 23 SO ANGLE3 PY -.000645 -.000645 0 0 24 SO ANGLE2 PY -.000645 -.000645 0 0 25 SO ANGLE1 PY -.000645 -.000645 _ 0 0 26 SR3 PY -.000326 -.000326 1 0 0 27 MP GAMMA4B PY -.000718 -.000718 0 0 28 MP GAMMA4 PY -.000718 -.000718-1 0 0 29 MP GAMMA2B PY -.000718 -.000718 0 0 30 MP GAMMA2 PY -.000718 -.000718 0 0 31 MP GAMMA1 PY -.000718 -.000718 0 0 32 MP BETA5 PY -.000718 -.000718 0 0 33 MP BETA4 PY -.000718 -.000718 0 0 34 MP BETA2 PY -.000718 -.000718 0 0 35 MP BETA1 PY -.000718 -.000718 0 0 36 MP ALPHA4 PY -.000718 -.000718 0 0 37 MP ALPHA2 PY -.000718 -.000718 0 0 38 MP ALPHA1 B PY -.000718 -.000718 0 0 39 MP ALPI.A1_ PY -.000718 -.000718 0 0 40 FACE3B EXT PY -.000835 -.000835 0 0 41 FACE3A EXT PY -.000835 -.000835 0 0 42 FACE1B EXT PY -.000835 -.000835 0 0 43 FACE1A EXT PY -.000835 -.000835 0 0 44 EXS012 PY -.000349 -.000349 0 0 45 EXS010 PY -.000349 -.000349 0 0 __ 46 EXS09 PY -.000349 -.000349 0 0 47 EXS07 PY -.000349 -.000349 0 0 48 1 EXSO6 PY -.000349 -.000349 0 0 49 EXS05 PY -.000349 -.000349 0 0 I 50 EXSO3 PY -.000349 -.000349 0 0 51 EXS02 PY -.000349 -.000349 0 0 52 DIAGONAL18 PY -.001 -.001 0 0 53 DIAGONAL17 PY -.001 -.001 0 0 54 DIAGONAL16 PY -.001 -.001 0 0 55 DIAGONAL15 PY -.001 -.001 0 0 56 DIAGONAL14 PY -.001 -.001 0 0 57 DIAGONAL13 PY -.001 -.001 0 0 58 DIAGONAL12 PY -.001 -.001 0 0 59 DIAGONAL11 PY -.001 _ -.001 0 0 60 DIAGONAL10 PY -.001 -.001 0 I 0 61 DIAGONAL9 PY -.001 -.001 0 i 0 62 DIAGONAL8 PY 1 -.001 -.001 0 0 63 DIAGONAL7 PY -.001 -.001 _ 0 0 64 DIAGONAL6 PY -.001 -.001 0 0 65 DIAGONAL5 PY -.001 -.001 0 0 66 DIAGONAL4 PY -.001 -.001 0 0 67 DIAGONAL3 PY -.001 -.001 0 0 68 DIAGONAL2 PY -.001 -.001 0 0 69 DIAGONAL1 PY -.001 -.001 0 0 70 CONN ANGLE6 PY -.000951 -.000951 0 0 71 CONN ANGLE5 PY -.000951 -.000951 0 0 72 CONN ANGLE4 PY -.000951 -.000951 0 0 73 CONN ANGLE3 PY -.000951 -.000951 0 0 74 CONN ANGLE2 PY -.000951 -.000951 0 0 75 CONN ANGLE1 PY -.000951 -.000951 0 0 76 BOTTOM STANDOFF3 PY -.000696 -.000696 0 0 77 BOTTOM STANDOFF2 PY -.000696 -.000696 0 0 78 BOTTOM STANDOFF1 PY -.000696 -.000696 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22) 874135- Updated Model (Additions! MDDs)-JEM.R3Dpage 129 IICompany POD Feb 18,2022 I RISA De iNumber : AMCheck dBy A NEMF-SCHFN Cor oaNv Model Name : 874135 Member Distributed Loads (BLC 30 : Ice Wind Load(60)) (Continued) Member Label Direction Start Magnitude[k/ft.... End Magnitude[klft,F... Start Location[ft.%) End Locationrft.%1 79 BOTTOM FACE3 PY -.001 -.001 0 0 80 BOTTOM FACE2 PY -.001 -.001 0 0 81 BOTTOM FACE1 PY -.000696 -.000696 0 0 82 TOP STANDOFF3 PX -.001 -.001 0 0 83 TOP STANDOFF2 PX -.001 -.001 0 0 84 TOP STANDOFF1 PX -.001 -.001 0 0 85 TOP FACE3 PX -.002 -.002 0 0 86 TOP FACE2 PX -.002 -.002 0 0 87 TOP FACE1 PX -.001 -.001 0 0 88 SO VERTICAL9 PX -.000941 -.000941 0 0 89 SO VERTICAL8 PX -.000941 -.000941 0 0 90 SO VERTICAL7 PX -.000941 -.000941 0 0 91 SO VERTICAL5 PX -.000941 -.000941 _ 0 0 92 SO VERTICAL4 PX -.000941 -.000941 0 0 93 SO VERTICAL2 PX -.000941 -.000941 0 0 94 SO VERTICAL1 PX -.000941 -.000941 0 0 95 SO DIGAONAL3 PX -.000941 -.000941 0 0 96 SO DIAGONAL6 PX -.000941 -.000941 0 0 97 SO DIAGONALS PX -.000941 -.000941 0 0 98 SO DIAGONAL4 PX -.000941 -.000941 0 0 99 SO DIAGONAL2 PX -.000941 -.000941 0 0 100 SO DIAGONALI PX -.000941 -.000941 0 0 101 SO ANGLE6 PX -.001 -.001 0 0 102 SO ANGLE5 PX -.001 -.001 0 0 103 SO ANGLE4 PX -.001 -.001 0 0 104 SO ANGLE3 PX -.001 -.001 0 0 105 SO ANGLE2 PX -.001 -.001 0 0 106 SO ANGLE1 PX -.001 ' -.001 0 0 107 SR3 PX -.000565 -.000565 0 0 108 MP GAMMA4B PX -.001 -.001 0 0 109 MP GAMMA4 PX -.001 -.001 0 0 110 MP GAMMA2B PX -.001 -.001 0 0 111 MP GAMMA2 PX -.001 -.001 0 0 112 i MP GAMMA1 PX -.001 -.001 0 0 113 MP BETA5 PX -.001 -.001 0 0 114 MP BETA4 PX -.001 -.001 0 0 115 MP_BETA2 PX -.001 -.001 0 0 116 MP BETA1 PX -.001 -.001 0 0 117 _ MP ALPHA4 PX -.001 -.001 0 0 118 MP ALPHA2 PX -.001 -.001 0 0 119 MPALPHA1B PX -.001 -.001 0 0 120 MP ALPHA1 PX -.001 -.001 0 0 1 121 FACE3B EXT PX -.001 -.001 0 0 1122 FACE3A EXT ___. PX -.001 -.001 0 0 123 FACE1 B EXT _ PX -.001 -.001 0 0 124 FACE1A EXT PX __,_ -.001 -.001 0 0 125 EXS012 PX -.000605 -.000605 0 0 126 EXS010 PX -.000605 -.000605 0 0 127 EXS09 PX -.000605 -.000605 0 0 128 EXSO7 PX -.000605 -.000605 0 0 129 EXS06 PX -.000605 -.000605 0 0 130 EXS05 PX -.000605 -.000605 0 0 131 EXS03 PX -.000605 -.000605 0 0 132 EXSO2 PX -.000605 -.000605 0 0 133 DIAGONAL18 PX -.002 -.002 0 0 134 DIAGONALI7 PX -.002 -.002 0 0 135 DIAGONAL16_ PX -.002 -.002 0 0 RISA-3D Version 17.0.4 [T:\...1...1...\...1(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3Dpage 130 IICompany : POD Feb 18,2022 I RISA Job INuber ChekdBy: F, „E ,_._,,;,, Model Name : 874135 Member Distributed Loads (BLC 30 : Ice Wind Load(60)) (Continued) Member Label Direction Start Maanitudefk/ft,... End Madnitudefk/ft,F... Start Locationjft,%1 End Locationfft,%1 136 DIAGONAL15 i PX -.002 -.002 0 0 137 DIAGONAL14 PX -.002 -.002 0 0 138 DIAGONAL13 PX -.002 i -.002 0 0 139 DIAGONAL12 1 PX -.002 -.002 0 0 140 DIAGONAL11 PX -.002 -.002 0 0 141 DIAGONAL10 PX -.002 -.002 0 0 142 i DIAGONAL9 PX -.002 -.002 0 0 i 143 DIAGONAL8 PX -.002 -.002 0 0 144 i DIAGONAL7 PX -.002 -.002 0 0 145 DIAGONAL6 PX -.002 -.002 0 0 146 DIAGONAL5 PX -.002 -.002 0 0 147 DIAGONAL4 PX -.002 -.002 0 0 148 DIAGONAL3 PX -.002 -.002 0 0 149 DIAGONAL2 PX _ -.002 -.002 0 0 150 DIAGONAL1 PX -.002 -.002 0 0 151 CONN ANGLE6 PX -.002 -.002 0 0 152 CONN ANGLE5 PX -.002 -.002 0 0 153 CONN ANGLE4 PX -.002 -.002 0 0 154 CONN ANGLE3 PX -.002 -.002 0 0 155 CONN ANGLE2 PX -.002 -.002 0 0 156 CONN ANGLEI PX -.002 -.002 0 0 157 BOTTOM STANDOFF3 PX -.001 -.001 0 0 1 158 BOTTOM STANDOFF2 PX . -.001 -.001 0 0 159 BOTTOM STANDOFF1 PX -.001 -.001 0 0 160 BOTTOM FACE3 PX -.002 -.002 0 0 161 BOTTOM FACE2 PX -.002 -.002 0 0 162 BOTTOM FACE1 PX -.001 -.001 0 0 163 MP1 PY -.000544 -.000544 0 0 164 MP1 PX -.000941 -.000941 0 0 165 MP2 PY -.000544 -.000544 _ 0 0 166 MP2 PX -.000941 -.000941 0 0 167 MP3 PY -.000544 -.000544 0 0 168 MP3 PX -.000941 -.000941 0 0 169 SR1 PY -.000326 -.000326 0 0 170 SR1 PX -.000565 -.000565 0 0 171 SO VERTICAL3 PY -.000544 -.000544 0 0 172 SO VERTICAL3 PX -.000941 -.000941 0 0 173 SR2 PY -.000326 7.000326 0 0 174 SR2 PX -.000565 -.000565 0 0 175 SO VERTICAL6 PY -.000544 -.000544 0 0 176 SO VERTICAL6 PX -.000941 -.000941 0 0 Member Distributed Loads (BLC 31 : Ice Wind Load(90)) Member Label Direction Start Magnitude[k/ft,... End Magnitudejk/ft,F... Start Location[ft,%] End Location[ft.%] 1 TOP STANDOFF3 PX -.001 -.001 0 0 2 TOP STANDOFF2 PX -.001 -.001 0 0 3 TOP STANDOFF1 PX -.001 -.001 0 0 4 TOP FACE3 PX -.003 -.003 0 0 5 TOP FACE1 PX -.003 -.003 0 0 6 i TOP FACE2 PX -.001 -.001 0 0 7 SO VERTICAL9 PX -.001 -.001 0 0 8 SO VERTICAL8 PX -.001 -.001 0 0 9 SO VERTICAL? PX -.001 -.001 0 0 10 SO VERTICAL5 PX -.001 -.001 0 0 11 SO VERTICAL4 PX -.001 -.001 0 0 1 12 SO VERTICAL2 PX -.001 -.001 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22) 874135- Updated Model (Additions) MDDs) - JEM.R3Dpage 131 Company : Feb 18, 022 IIIRISA JDoebsignuemrber POD 5:18 AM CheckedzBy: 4 NENE,SC4EK=P4NY Model Name : 874135 Member Distributed Loads (BLC 31 : Ice Wind Load(90)) (Continued) Member Label Direction Start Magnituderklft.... End Magnitude[k/ft,F... Start Location[ft,%1 End Locationrft,%] 13 SO VERTICAL1 PX -.001 -.001 0 0 14 SO DIGAONAL3 PX -.001 -.001 0 0 15 SO DIAGONAL6 PX I -_001 -.001 0 0 16 SO DIAGONAL5 PX -.001 -.001 0 0 17 SO DIAGONAL4 PX -.001 -.001 0 0 18 SO DIAGONAL2 PX -.001 -.001 0 0 19 SO DIAGONAL1 PX -.001 -.001 0 0 20 SO ANGLE6 PX -.001 -.001 0 0 21 SO ANGLE5 PX -.001 -.001 0 0 22 SO ANGLE4 PX -.001 -.001 0 0 23 SO ANGLE3 PX -.001 -.001 0 0 24 SO ANGLE2 PX -.001 -.001 0 0 25 SO ANGLE1 PX -.001 -.001 0 _ 0 26 SR3 PX -.000652 -.000652 0 0 27 MP GAMMA4B PX -.001 -.001 0 0 28 MP GAMMA4 PX -.001 -.001 0 0 29 MP GAMMA2B PX -.001 -.001 0 0 30 MP GAMMA2 PX -.001 -.001 0 0 31 MP GAMMA1 PX -.001 -.001 0 0 32 MP BETA5 PX -.001 -.001 0 0 33 MP BETA4 PX -.001 -.001 0 0 34 MP BETA2 PX -.001 -.001 0 0 35 MP BETA1 PX -.001 -.001 0 0 36 MP ALPHA4 PX -.001 -.001 0 0 1 37 MP ALPHA2 PX -.001 -.001 0 0 38 MP ALPHA1 B PX -.001 -.001 0 0 39 MP ALPHAI PX -.001 -.001 0 0 40 FACE3B EXT PX -.002 -.002 0 0 41 FACE3A EXT PX -.002 -.002 0 0 42 FACE1B EXT PX -.002 -.002 0 0 43 FACE1A EXT PX -.002 -.002 0 0 44 EXSO12 PX -.000698 -.000698 0 0 45 EXSO10 PX -.000698 -.000698 0 0 46 EXSO9 PX -.000698 -.000698 0 i 0 47 EXSO7 PX -.000698 -.000698 0 0 48 EXSO6 PX -.000698 -.000698 0 0 49 EXSO5 PX -.000698 -.000698 0 0 50 EXSO3 PX -.000698 -.000698 0 0 51 EXSO2 PX -.000698 -.000698 0 0 52 DIAGONAL18 PX -.002 -.002 0 0 53 DIAGONAL17 PX -.002 -.002 0 0 54 DIAGONALI6 PX -.002 -.002 0 0 55 DIAGONAL15 PX -.002 -.002 0 0 56 DIAGONAL14 PX -.002 -.002 0 0 57 DIAGONAL13 PX -.002 -.002 0 0 58 DIAGONAL12 PX -.002 -.002 0 0 59 DIAGONAL11 PX -.002 -.002 0 0 60 DIAGONAL10 PX -.002 -.002 0 0 61 DIAGONAL9 PX -.002 -.002 0 0 62 DIAGONALS PX -.002 -.002 0 0 63 DIAGONAL7 PX -.002 -.002 0 0 64 DIAGONAL6 PX -.002 -.002 0 0 65 DIAGONAL5 PX -.002 -.002 0 0 66 DIAGONAL4 PX -.002 -.002 0 0 67 DIAGONAL3 PX -.002 -.002 0 0 68 DIAGONAL2 PX -.002 -.002 0 0 69 DIAGONAL1 _ PX -.002 -.002 0 0 RISA-3D Version 17.0.4 [T:\...\...\...1...1(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3D)'age 132 ICompany : POD Feb 18,2022 ''R'SA Designer 5:18 AM Job Number Checked By: . :i-SCHEKCOMPANY Model Name : 874135 Member Distributed Loads (BLC 31 : Ice Wind Load(90)) (Continued) Member Label Direction Start Maanitudefk/ft.... End Maonitudefk/ft.F... Start Locationfft.%1 End Locationfft,%1__ 70 CONN ANGLE6 PX -.002 -.002 0 0 71 CONN ANGLES PX -.002 -.002 0 0 72 ' CONN ANGLE4 PX -.002 -.002 0 0 73 CONN ANGLE3 PX -.002 -.002 _ 0 0 74 CONN ANGLE2 PX -.002 -.002 0 0 75 CONN ANGLE1 PX -.002 -.002 0 0 76 BOTTOM STANDOFF3 PX -.001 -.001 0 0 77 BOTTOM STANDOFF2 PX -.001 -.001 0 0 78 BOTTOM STANDOFF1 PX -.001 -.001 0 0 79 BOTTOM FACE3 PX -.003 -.003 0 0 80 BOTTOM FACE1 PX -.003 -.003 0 0 81 BOTTOM FACE2 PX -.001 -.001 0 0 82 MP1 PX -.001 -.001 0 0 83 MP2 PX -.001 -.001 0 0 84 MP3 PX -.001 -.001 0 1 0 85 SR1 PX -.000652_ -.000652 0 0 86 SO VERTICAL3 PX -.001 -.001 0 0 87 SR2 PX -.000652 -.000652 0 0 88 SO VERTICAL6 PX -.001 -.001 0 0 Member Distributed Loads (BLC 32 : Ice Wind Load(120)) Member Label _ Direction Start Magnitude[k/ft,... End Magnitudefk/ft,F... Start Locationfft,%J End Locationfft,%1_ 1 TOP STANDOFF3 PY .000696 .000696 0 0 2 TOP STANDOFF2 PY .000696 .000696 0 0 3 TOP STANDOFF1 PY .000696 .000696 0 0 4 TOP FACE3 PY .001 .001 0 0 5 TOP FACE1 PY .001 .001 0 0 6 TOP FACE2 PY .000696 .000696 0 0 7 SO VERTICAL9 PY .000544 .000544 0 0 8 SO VERTICAL8 PY .000544 .000544 0 0 9 SO VERTICAL? PY .000544 .000544 0 0 10 SO VERTICAL5 PY .000544 .000544 0 0 11 SO VERTICAL4 PY .000544 .000544 0 0 12 SO VERTICAL2 PY .000544 .000544 0 0 13 SO VERTICAL1 PY .000544 .000544 0 0 14 SO DIGAONAL3 PY .000544 .000544 0 0 15 SO DIAGONAL6 1 PY .000544 .000544 0 _ 0 16 SO DIAGONAL5 PY .000544 .000544 0 0 17 SO DIAGONAL4 PY .000544 .000544 0 0 18 SO DIAGONAL2 PY .000544 .000544 0 0 19 SO DIAGONAL1 1 PY .000544 .000544 0 0 20 SO ANGLE6 PY .000645 .000645 0 0 21 SO ANGLE5 PY .000645 .000645 0 0 22 SO ANGLE4 PY .000645 .000645 0 0 23 SO_ ANGLE3 PY .000645 .000645 0 0 24 SO ANGLE2 PY .000645 .000645 0 0 25 SO ANGLE1 PY .000645 .000645 0 0 26 SR3 PY .000326 .000326 0 0 27 MP GAMMA4B PY .000718 .000718 0 0 28 MP GAMMA4 PY .000718 .000718 0 0 29 MP GAMMA2B PY 1 .000718 .000718 0 0 30 MP GAMMA2 PY .000718 .000718 0 0 31 MP GAMMA1 PY .000718 .000718 0 0 32 MP BETA5 PY .000718 .000718 0 0 33 MP BETA4 PY • .000718 .000718 0 0 34 MP BETA2 PY .000718 .000718 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135- Updated Model (Additions! MDDs) -JEM.R3Dpage 133 Company : Feb 18, I I RISA Job igumber POD ChecAM ked 2B�2 A NEME-SGHEK COMPANY Model Name : 874135 Member Distributed Loads (BLC 32 : Ice Wind Load(120)) (Continued) Member Label Direction Start Magnitude[klft,... End Magnitude[k/ft,F... Start Location[ft.%] End Location[ft,%1 35 MP BETA1 PY .000718 .000718 0 0 36 MP ALPHA4 PY .000718 .000718 0 0 37 MP ALPHA2 PY .000718 .000718 0 0 38 MP ALPHA1B PY .000718 .000718 0 0 39 MP ALPHA1 PY .000718 .000718 0 0 40 FACE3B EXT PY .000835 .000835 0 0 41 FACE3A EXT PY .000835 .000835 0 _ 0 42 FACE1B EXT PY .000835 .000835 0 0 43 FACE1A EXT PY .000835 .000835 0 0 44 EXS012 PY .000349 .000349 0 0 45 EXS010 PY .000349 .000349 0 0 46 EXSO9 PY .000349 .000349 0 0 47 EXS07 PY .000349 .000349 0 0 48 EXS06 PY .000349 .000349 0 0 49 EXSO5 PY .000349 .000349 0 _ 0 50 EXSO3 PY .000349 .000349 0 0 51 EXSO2 PY .000349 .000349 0 0 52 DIAGONAL18 PY .001 .001 0 0 53 DIAGONAL17 PY .001 .001 _ 0 0 54 DIAGONALI6 PY .001 .001 0 0 55 DIAGONAL15 PY .001 .001 0 0 56 DIAGONAL14 PY .001 .001 0 0 57 DIAGONAL13 PY .001 .001 0 0 58 DIAGONALI2 PY .001 .001 0 0 59 DIAGONAL11 PY .001 .001 0 0 60 DIAGONALIO PY .001 .001 0 0 61 DIAGONAL9 PY .001 .001 0 0 62 DIAGONAL8 PY .001 .001 0 0 63 DIAGONAL7 PY .001 .001 0 0 64 DIAGONAL6 PY .001 .001 0 0 65 DIAGONALS PY .001 .001 0 0 66 DIAGONAL4 PY .001 .001 0 0 67 DIAGONAL3 PY .001 .001 0 0 68 DIAGONAL2 PY .001 .001 0 0 69 DIAGONAL1 PY .001 .001 0 0 70 CONN ANGLE6 PY .000951 .000951 0 0 71 CONN ANGLES PY .000951 .000951 0 0 72 CONN ANGLE4 PY .000951 .000951 0 0 73 CONN ANGLE3 PY .000951 .000951 0 0 74 CONN ANGLE2 PY .000951 .000951 0 0 75 CONN ANGLE1 PY .000951 .000951 0 0 76 BOTTOM STANDOFF3 PY .000696 .000696 0 0 77 BOTTOM STANDOFF2 PY .000696 .000696 0 0 78 BOTTOM STANDOFF( PY .000696 .000696 0 0 79 BOTTOM FACE3 PY .001 .001 0 0 80 BOTTOM FACE1 PY .001 .001 0 0 81 BOTTOM FACE2 PY .000696 .000696 0 0 82 TOP STANDOFF3 PX -.001 -.001 0 0 83 TOP STANDOFF2 PX -.001 -.001 0 0 84 TOP STANDOFF1 PX -.001 -.001 0 0 85 TOP FACE3 PX -.002 -.002 0 0 86 TOP FACE1 PX -.002 -.002 0 0 87 TOP FACE2 PX -.001 -.001 0 0 88 SO VERTICAL9 PX -.000941 -.000941 0 0 89 SO VERTICAL8 PX -.000941 _ -.000941 0 0 90 SO VERTICAL? PX -.000941 -.000941 0 0 91 SO VERTICALS PX -.0.00941_ -.000941 0 0 RISA-3D Version 17.0.4 [T:\...1...1...\...\(PL22)874135- Updated Model (Additions) MDDs)-JEM.R3Dpage 134 Company : Feb 18, 022 IIIRISA De iN e ber POD Checked 2By: A NEMEESCHCK COMPxmv Model Name : 874135 Member Distributed Loads (BLC 32 : Ice Wind Load(120)) (Continued) Member Label Direction Start Maanitudefk/ft.... End Magnitudefk/ft,F... Start Locationfft,%1 End Locationfft,%1 92 SO VERTICAL4 PX -.000941 -.000941 0 0 93 SO VERTICAL2 PX -.000941 -.000941 0 0 94 SO VERTICAL1 PX -.000941 -.000941 0 0 95 SO DIGAONAL3 PX -.000941 -.000941 0 0 96 SO DIAGONAL6 PX -.000941 -.000941 0 0 97 SO DIAGONAL5 PX -.000941 -.000941 0 0 98 SO DIAGONAL4 PX -.000941 -.000941 0 0 99 SO DIAGONAL2 PX -.000941 -.000941 0 0 100 SO DIAGONAL1 PX -.000941 -.000941 0 0 101 SO ANGLE6 PX -.001 -.001 0 0 102 SO ANGLE5 PX -.001 -.001 0 0 103 SO ANGLE4 PX -.001 -.001 0 0 104 SO ANGLE3 PX -.001 -.001 0 0 105 SO ANGLE2 PX -.001 -.001 0 0 106 SO ANGLE1 PX -.001 -.001 0 0 107 SR3 PX -.000565 -.000565 0 0 108 MP GAMMA4B PX -.001 -.001 0 ! 0 109 MP GAMMA4 PX -.001 -.001 0 1 0 110 MP GAMMA2B PX -.001 -.001 0 0 111 MP GAMMA2 PX -.001 -.001 0 0 112 MP GAMMA1 PX -.001 -.001 0 0 113 MP.BETA5 PX -.001 -.001 0 0 114 MP BETA4 PX -.001 -.001 0 0 115 MPBETA2 PX -.001 -.001 0 0 116 MP BETA) PX -.001 -.001 0 0 117 MP ALPHA4 PX -.001 -.001 0 0 118 MP ALPHA2 PX -.001 -.001 0 0 119 MP ALPHA1 B PX -.001 -.001 0 0 120 MP ALPHA1 PX -.001 -.001 0 0 121 FACE3B EXT PX -.001 -.001 0 0 122. FACE3A EXT PX -.001 -.001 0 0 123 FACE1B EXT PX -.001 -.001 0 0 124 FACE1A EXT PX -.001 -.001 0 0 125 EXS012 PX -.000605 -.000605 0 0 126 EXS010 PX -.000605 -.000605 0 0 127 EXSO9 PX -.000605 -.000605 0 0 128 EXSO7 PX -.000605 -.000605 I 0 0 129 EXS06 PX -.000605 -.000605 _ 0 0 130 EXSO5 PX -.000605 -.000605 0 0 131 EXSO3 PX -.000605 -.000605 0 0 132 EXSO2 PX -.000605 -.000605 0 0 133 DIAGONAL18 PX -.002 -.002 0 0 134 DIAGONAL17 PX -.002 -.002 0 0 135 DIAGONAL16 PX -.002 -.002 0 0 136 DIAGONAL15 PX -.002 -.002 0 0 137 DIAGONAL14 PX -.002 -.002 0 0 138 DIAGONALI3 PX -.002 1 -.002 0 0 139 DIAGONAL12 PX -.002 -.002 0 0 140 'i DIAGONAL11 PX -.002 -.002 0 0 141 1 DIAGONAL10 PX -.002 -.002 0 0 142 DIAGONAL9 PX -.002 -.002 0 0 143 DIAGONAL8 PX -.002 -.002 0 0 144 DIAGONAL7 PX -.002 -.002 0 0 145 DIAGONAL6 PX -.002 -.002 0 0 146 DIAGONAL5 PX -.002 -.002 0 0 147 DIAGONAL4 PX -.002 -.002 0 0 148 DIAGONAL3 PX -.002 -.002 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135- Updated Model (Additions) MDDs) -JEM.R3Dpage 135 Company : Feb 18, 022 5:18 AM RISA Job INn ber : POD Che k d2By: A NEME-SCNEA CnNFANV Model Name : 874135 Member Distributed Loads (BLC 32 : Ice Wind Load(1201) (Continued) Member Label Direction Start Magnitude[k/ft.... End Magnitudefk/ft,F... Start Location[ft,%1 End Location[ft.%1 149 DIAGONAL2 PX -.002 -.002 0 0 150 DIAGONAL1 PX -.002 -.002 0 0 151 CONN ANGLE6 PX -.002 -.002 0 0 152 CONN ANGLE5 PX -.002 -.002 0 0 153 CONN ANGLE4 PX -.002 -.002 0 0 154 CONN ANGLE3 PX -.002 -.002 0 0 155 CONN ANGLE2 PX -.002 -.002 0 0 156 CONN ANGLE1 PX -.002 -.002 0 0 157 BOTTOM STANDOFF3 PX -.001 -.001 0 0 158 BOTTOM STANDOFF2 PX -.001 -.001 0 0 159 BOTTOM STANDOFF1 PX -.001 -.001 0 0 160 BOTTOM FACE3 PX -.002 -.002 0 0 161 BOTTOM FACE1 PX _ -.002 -.002 0 0 162 BOTTOM FACE2 P PX -.001 -.001 0 0 163 MP1 PY .000544 .000544 0 0 164 MP1 PX -.000941 -.000941 0 0 165 MP2 PY .000544 .000544 0 0 166 MP2 PX -.000941 -.000941 0 0 167 MP3 PY .000544 .000544 0 0 168 MP3 PX -.000941 -.000941 0 0 169 SR1 PY .000326 .000326 0 0 170 SR1 PX -.000565 -.000565 0 0 171 SO VERTICAL3 PY .000544 .000544 0 0 172 SO VERTICAL3 PX -.000941 -.000941 0 0 173 SR2 PY .000326 .000326 0 0 174 SR2 PX -.000565 -.000565 0 0 175 SO VERTICAL6 PY .000544 .000544 0 0 176 SO VERTICAL6 PX -.000941 -.000941 0 0 Member Distributed Loads (BLC 33 : Ice Wind Load(150)) Member Label Direction Start Maonitude[kIft,.,, End Magnitude[kift.F... Start Location[ft,%1 End Location[ft,%1 1 TOP STANDOFF3 PY .001 .001 0 0 2 TOP STANDOFF2 PY .001 .001 0 0 3 TOP STANDOFF1 PY .001 .001 0 0 4 TOP FACE3 PY .002 .002 0 0 5 TOP FACE1 PY .002 .002 0 0 6 TOP FACE2 PY .001 .001 0 0 7 SO VERTICAL9 PY .000941 .000941 0 0 8 SO VERTICAL8 PY .000941 .000941 0 0 9 SO VERTICAL7 PY .000941 .000941 0 0 10 SO VERTICAL5 PY .000941 .000941 0 0 11 SO VERTICAL4 PY .000941 .000941 0 0 12 SO VERTICAL2 PY .000941 .000941 0 0 13 SO VERTICAL1 PY .000941 .000941 0 0 14 SO DIGAONAL3 PY .000941 .000941 0 0 15 SO DIAGONAL6 PY .000941 .000941 0 0 16 SO DIAGONAL5 PY .000941_1 .000941 0 0 17 SO DIAGONAL4 PY .000941 .000941 0 0 18 SO DIAGONAL2 PY .000941 .000941 0 0 19 SO DIAGONAL1 PY .000941 .000941 0 0 20 SO ANGLE6 PY .001 .001 0 0 21 SO ANGLE5 PY .001 .001 0 0 22 SO ANGLE4 PY .001 .001 0 0 23 SO ANGLES PY _ .001 _ .001 0 0 24 SO ANGLE2 PY .001 .001 0 0 1 25 SO ANGLE1 PY .001 .001 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additionsl MDDs)- JEM.R3Dpage 136 I I 1 RISA Company FebPOD :1 18,2022 Designer FAM Job Number Checked By: trsc,KroMc„tir Model Name : 874135 Member Distributed Loads (BLC 33 : Ice Wind Load(150)) (Continued) Member Label Direction Start Maanitudefkift.... End Maanitudefk/ft,F... Start Locationift,%1 End Locationlft,%1 26 SR3 PY .000565 .000565 0 0 27 MP GAMMA4B PY .001 .001 0 0 28 MP GAMMA4 PY .001 .001 0 0 29 MP GAMMA2B _._ PY .001 .001 _ 0 0 30 MP GAMMA2 PY .001 .001 0 0 31 MP GAMMA1 PY .001 .001 0 _ 0 32 MP BETA5 PY .001 I .001 0 0 33 MP BETA4 PY .001 .001 0 0 34 MP BETA2 PY .001 .001 0 0 35 MP BETA1 PY .001 .001 0 0 36 MP ALPHA4 PY .001 .001 0 0 37 MP ALPHA2 PY .001 .001 _ 0 0 38 MP ALPHA1 B PY .001 .001 0 0 39 MP ALPHA1 PY .001 .001 0 0 40 FACE3B EXT PY .001 .001 0 0 41 FACE3A EXT PY .001 .001 0 0 42 FACE1B EXT PY .001 .001 0 0 ' 43 FACE1A EXT PY .001 .001 0 0 44 EXS012 PY .000605 .000605 0 0 45 EXSO10 PY .000605 .000605 0 0 46 EXSO9 PY .000605 .000605 0 0 47 EXSO7 PY .000605 .000605 0 0 48 EXSO6 PY .000605 .000605 0 0 49 EXSO5 PY .000605 .000605 0 0 50 EXSO3 PY .000605 .000605 0 0 51 EXSO2 PY .000605 .000605 0 0 52 DIAGONAL18 PY .002 .002 0 0 53 DIAGONAL17 PY .002 .002 0 0 54 DIAGONAL16 PY .002 .002 0 0 55 DIAGONAL15 PY .002 .002 0 0 56 DIAGONAL14 PY .002 .002 0 0 57 , DIAGONAL13 PY .002 .002 0 0 58 DIAGONAL12 PY .002 .002 I 0 0 59 DIAGONAL11 PY .002 .002 0 0 60 DIAGONAL10 PY .002 .002 0 0 61 DIAGONAL9 PY .002 .002 0 0 62 DIAGONAL8 PY .002 .002 0 0 63 DIAGONAL7 PY .002 .002 0 0 64 DIAGONAL6 PY .002 .002 0 0 65 ' DIAGONAL5 PY .002 .002 0 0 66 DIAGONAL4 PY .002 .002 0 0 67 DIAGONAL3 PY .002 .002 0 0 68 DIAGONAL2 PY .002 .002 0 0 69 DIAGONAL1 PY .002 .002 0 0 70 CONN ANGLE6 PY .002 .002 0 0 ' 71 CONN ANGLE5 PY .002 .002 0 0 72 CONN ANGLE4 PY .002 .002 0 0 73 CONN ANGLE3 PY .002 .002 0 0 74 CONN ANGLE2 PY .002 .002 0 0 75 CONN ANGLE1 PY .002 .002 0 0 76 BOTTOM STANDOFF3 PY I .001 .001 0 0 77 BOTTOM STANDOFF2 PY .001 .001 0 0 78 BOTTOM STANDOFF1 PY .001 .001 0 0 79 BOTTOM FACE3 PY .002 .002 0 0 80 BOTTOM FACE1 PY .002 .002 0 0 81 BOTTOM FACE2 PY .001 .001 0 0 82 TOP STANDOFF3 PX -.000696 -.000696 0 0 RISA-3D Version 17.0.4 [T:\...1...1...\...\(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3Dpage 137 Company : Feb 18, 022 r I I I R ISA Job ign ber : POD Check d2By: A NEMETSC' ,Awv Model Name : 874135 Member Distributed Loads (BLC 33 : Ice Wind Load(150)) (Continued) Member Label Direction Start Maanitudelk/ft.... End Magnitude[k/ft,F... Start Location[ft,%] End Locationfft,%1 83 TOP STANDOFF2 PX -.000696 -.000696 0 0 84 TOP STANDOFF1 PX -.000696 -.000696 0 _ 0 85 TOP FACE3 PX -.001 -.001 0 0 86 TOP FACE1 PX -.001 -.001 0 0 87 TOP FACE2 PX -.000696 -.000696 0 0 88 SO VERTICALS PX -.000544 -.000544 0 0 89 SO VERTICAL8 PX -.000544 -.000544 0 0 90 SO VERTICAL7 PX -.000544 -.000544 0 0 91 SO VERTICAL5 PX -.000544 -.000544 0 0 92 SO VERTICAL4 PX -.000544 -.000544 0 0 93 SO VERTICAL2 PX -.000544 -.000544 0 0 94 SO VERTICAL1 PX -.000544 -.000544 0 0 95 SO DIGAONAL3 PX -.000544 -.000544 0 _ 0 96 SO DIAGONAL6 PX -.000544 -.000544 0 0 97 SO DIAGONAL5 PX -.000544 -.000544 0 0 98 SO DIAGONAL4 PX -.000544 -.000544 0 0 99 SO DIAGONAL2 PX -.000544 -.000544 0 0 100 SO DIAGONALI PX -.000544 -.000544 0 0 101 SO ANGLE6 PX -.000645 -.000645 0 0 102 SO ANGLE5 PX -.000645 -.000645 0 0 103 SO ANGLE4 PX -.000645 -.000645 0 0 104 SO ANGLE3 PX -.000645 -.000645 0 0 105 SO ANGLE2 PX -.000645 -.000645 0 0 106 SO ANGLEI PX -.000645 -.000645 0 0 107 SR3 PX -.000326 -.000326 0 0 108 MP GAMMA4B PX -.000718 -.000718 0 0 109 MP GAMMA4 PX -.000718 -.000718 0 0 110 MP GAMMA2B PX -.000718 -.000718 0 0 111 MP GAMMA2 PX -.000718 -.000718 0 0 112 MP GAMMA1 PX -.000718 -.000718 0 0 113 MP BETA5 PX -.000718 _ -.000718 0 0 114 MP BETA4 PX -.000718 -.000718 0 0 115 MP BETA2 PX -.000718 -.000718 0 0 116 MP BETA1 PX -.000718 -.000718 0 0 117 MP ALPHA4 PX -.000718 -.000718 0 0 118 MP ALPHA2 PX -.000718 -.000718 0 0 119 MP ALPHA1 B PX -.000718 -.000718 0 0 120 MP ALPHA1 PX -.000718 -.000718 0 0 121 FACE3B EXT PX -.000835 -.000835 0 0 122 FACE3A EXT PX -.000835 -.000835 0 0 123 FACE1B EXT PX -.000835 -.000835 0 0 124. FACE1A EXT PX -.000835 -.000835 0 0 125 EXSO12 PX -.000349 -.000349 0 0 126 EXSO10 PX -.000349 -.000349 0 0 127 EXSO9 PX -.000349 -.000349 0 0 128 EXSO7 PX -.000349 -.000349 0 0 129 EXSO6 PX -.000349 -.000349 0 0 130 EXSO5 PX -.000349 -.000349 0 0 131 EXSO3 PX -.000349 . -.000349 0 0 132 EXSO2 PX -.000349 -.000349 0 0 133 DIAGONAL18 PX -.001 -.001 0 0 134 DIAGONALI7 PX -.001 -.001 0 0 135 DIAGONAL16 PX -.001 _ -.001 0 0 136 DIAGONALI5 PX -.001 -.001 0 0 137 DIAGONALI4 PX -.001 -.001 0 0 138 DIAGONALI3 PX -.001 -.001 0 0 139 _ DIAGONAL12 PX -.001 -.001 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22)874135- Updated Model (Additions) MDDs)-JEM.R3Dpage 138 Company : Feb 18,III 5:1 AM 02 RISA Job gn Number POD Checked2By? „y, Model Name : 874135 Member Distributed Loads (BLC 33 : Ice Wind Load(150)) (Continued) Member Label Direction Start Maonitudefk/ft.... End Maonitudefk/ft,F... Start Locationfft,%1 End Locationfft,%1 140 DIAGONAL11 PX -.001 -.001 0 0 141 DIAGONALIO PX -.001 -.001 0 0 142 DIAGONAL9 PX -.001 -.001 0 0 143 DIAGONAL8 PX -.001 -.001 0 0 144 DIAGONAL7 PX -.001 -.001 0 0 145 DIAGONAL6 PX -.001 -.001 0 0 146 DIAGONAL5 PX -.001 -.001 0 0 147 DIAGONAL4 PX -.001 -.001 I 0 0 148 DIAGONAL3 PX -.001 -.001 0 0 149 DIAGONAL2 PX -.001 -.001 0 0 150 DIAGONAL1 PX -.001 -.001 0 0 151 CONN ANGLE6 PX -.000951 -.000951 ' 0 0 152 CONN ANGLE5 PX -.000951 -.000951 0 0 153 CONN ANGLE4 PX -.000951 -.000951 0 0 154 CONN ANGLE3 PX -.000951 -.000951 0 0 155 CONN ANGLE2 PX .000951 -.000951 0 0 156 CONN ANGLE1 PX -.000951 -.000951 0 0 157 BOTTOM STANDOFF3 PX -.000696 -.000696 0 0 158 ! BOTTOM STANDOFF2 PX -.000696 -.000696 0 0 159 BOTTOM STANDOFF1 PX -.000696 -.000696 0 0 160 I BOTTOM FACE3 PX -.001 -.001 0 0 161 BOTTOM FACE1 PX -.001 -.001 0 0 162 BOTTOM FACE2 PX -.000696 -.000696 0 0 163 MP1 PY .000941 .000941 0 0 164 MP1 PX -.000544 -.000544 0 0 165 MP2 PY .000941 .000941 0 0 166 MP2 PX -.000544 -.000544 0 0 167 MP3 PY .000941 .000941 0 0 168 MP3 PX -.000544 -.000544 0 0 169 SR1 PY .000565 .000565 0 0 170 SR1 PX -.000326 -.000326 0 0 171 SO VERTICAL3 PY .000941 .000941 0 0 172 SO VERTICAL3 PX -.000544 -.000544 0 0 173 SR2 PY .000565 .000565 0 0 174 SR2 PX -.000326 -.000326 0 0 175 SO VERTICAL6 PY .000941 .000941 0 0 176 SO VERTICAL6 PX -.000544 -.000544 0 0 Member Distributed Loads (BLC 34 : Ice Wind Load(180)) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft F... Start Location[ft.%] End Location[ft,%] 1 TOP STANDOFF3 PY .001 .001 0 0 2 TOP STANDOFF2 PY .001 .001 0 0 3 TOP STANDOFF1 PY .001 .001 0 0 4 TOP FACE3 PY .003 .003 0 0 5 TOP FACE1 PY .003 .003 0 0 6 TOP FACE2 PY .001 .001 0 0 7 SO VERTICAL9 PY .001 .001 0 0 8 SO VERTICAL8 PY .001 .001 0 0 9 SO VERTICAL7 PY .001 .001 0 0 10 SO VERTICALS PY .001 .001 0 0 11 SO VERTICAL4 PY .001 .001 0 0 12 SO VERTICAL2 PY .001 .001 0 0 13 SO VERTICAL1 PY .001 .001 0 0 14 SO DIGAONAL3 PY .001 .001 0 0 15 SO DIAGONAL6 PY _ .001 .001 0 0 16 SO DIAGONALS PY .001 .001 1 0 0 RISA-3D Version 17.0.4 [T:\...\...1...\...1(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3Dpage 139 Company : 18, 022 III RISA b Nu ber : POD Check dZBy: ,_r.COMPANY Model Name : 874135 Member Distributed Loads (BLC 34 : Ice Wind Load(180)) (Continued) Member Label Direction Start Magnitude[k/ft.... End Magnitude[k/ft,F... Start Location[ft.%1 End Location[ft,%1 17 SO DIAGONAL4 PY .001 .001 0 0 18 SO DIAGONAL2 PY .001 .001 0 0 19 SO DIAGONAL1 PY .001 .001 0 0 20 SO ANGLE6 PY .001 .001 0 0 21 SO ANGLE5 PY .001 .001 0 0 22 SO ANGLE4 PY .001 .001 0 0 23 SO ANGLE3 PY .001 .001 0 0 24 SO ANGLE2 PY .001 .001 0 0 25 SO ANGLE1 PY .001 .001 0 0 26 SR3 PY .000652 .000652 0 0 27 MP GAMMA4B PY .001 .001 0 0 28 MP GAMMA4 PY .001 .001 0 0 29 MP GAMMA2B PY .001 .001 0 0 30 MP GAMMA2 PY .001 .001 0 0 31 _MP GAMMA1 PY .001 .001 0 0 32 MP BETA5 PY .001 .001 0 0 33 MP BETA4 PY .001 .001 0 0 34 MP BETA2 PY .001 .001 0 0 35 MP BETA1 PY .001 .001 0 0 36 MP ALPHA4 PY .001 .001 0 0 37 MP ALPHA2 PY .001 .001 0 0 38 MP ALPHA1 B PY .001 .001 0 0 39 MP ALPHAI PY .001 .001 0 0 40 FACE3B EXT PY .002 .002 0 0 41 FACE3A EXT PY .002 .002 0 0 42 FACE1B EXT PY .002 .002 0 0 43 FACE1A EXT PY .002 .002 0 0 44 EXSO12 PY .000698 .000698 0 0 45 EXS010 PY .000698 .000698 0 0 46 EXSO9 PY .000698 .000698 0 0 47 EXSO7 PY .000698 .000698 0 0 48 EXSO6 PY .000698 .000698 0 0 49 EXSO5 PY .000698 .000698 0 0 50 EXSO3 PY .000698 .000698 0 0 51 EXSO2 PY .000698 .000698 0 0 52 I DIAGONAL18 PY .002 .002 0 0 53 I DIAGONAL17 PY .002 .002 0 0 54 DIAGONAL1B PY .002 I .002 0 0 I 55 DIAGONAL15 PY .002 .002 0 0 56 DIAGONALI4 PY .002 .002 0 0 57 DIAGONAL13 PY .002 .002 0 0 ES8 DIAGONAL12 PY .002 .002 0 0 59 DIAGONAL11 PY .002 .002 0 0 60 DIAGONAL10 PY .002 .002 0 0 61 DIAGONAL9 PY .002 .002 0 0 62 DIAGONAL8 PY .002 .002 0 0 63 DIAGONAL7 PY .002 .002 0 0 64 DIAGONAL6 PY .002 .002 0 0 65 DIAGONAL5 PY .002 .002 0 0 66 DIAGONAL4 PY .002 .002 0 0 67 DIAGONAL3 PY .002 .002 0 0 68 DIAGONAL2 PY .002 .002 0 0 69 DIAGONAL1 PY .002 .002 0 0 70 CONN ANGLE6 PY .002 .002 0 0 71 CONN ANGLE5 PY .002 .002 0 0 72 CONN ANGLE4 PY .002 .002 0 0 73 CONN ANGLE3 PY .002 .002 0 0 RISA-3D Version 17.0.4 [T:\...1...1...1...\(PL22) 874135- Updated Model (Additionsl MDDs) -JEM.R3Dpage 140 Company : POD Feb 18,2022 I'IRISA Designer umber 5:18AM J Checked By: ...,„, Model Name : 874135 Member Distributed Loads (BLC 34 : Ice Wind Load(180)) (Continued) Member Label Direction Start MaQnitudefklft,... End Maanitudefk/ft.F... Start Locationfft.%1 End Locationfft,%1 74 , CONN ANGLE2 PY .002 .002 0 0 75 CONN ANGLE1 PY .002 .002 0 0 76 BOTTOM STANDOFF3 PY .001 .001 0 0 77 BOTTOM STANDOFF2 PY .001 .001 0 0 _ 78 BOTTOM STANDOFF1 PY .001 .001 0 0 79 BOTTOMFACE3 PY .003 .003 0 0 80 BOTTOM FACE1 PY .003 .003 0 0 81 BOTTOM FACE2 PY .001 .001 0 0 82 MP1 PY .001 .001 0 0 83 MP2 PY .001 .001 0 0 84 MP3 PY .001 .001 0 0 85 SR1 PY .000652 .000652 0 0 86 SO VERTICAL3 PY .001 .001 0 0 87 SR2 PY .000652 .000652 0 0 88 SO VERTICAL6 PY .001 .001 0 0 Member Distributed Loads (BLC 35 : Ice Wind Load(210)) Member Label Direction Start Magnitudefk/ft.... End Magnitude[k/ft.F... Start Location[ft.%J End Location[ft,%1 1 TOP STANDOFF3 PY .001 .001 0 0 2 TOP STANDOFF2 PY .001 .001 0 0 3 TOP STANDOFF1 PY .001 .001 0 0 4 TOP FACE1 PY 1 .002 .002 0 0 5 TOP FACE2 PY _ .002 .002 0 0 6 TOP FACES PY .001 .001 0 0 7 SO VERTICALS PY .000941 .000941 0 0 8 SO VERTICALS PY .000941 .000941 0 0 9 SO VERTICAL7 PY .000941 .000941 0 0 10 SO VERTICAL5 PY .000941 .000941 0 0 11 SO VERTICAL4 PY .000941 .000941 0 0 12 SO VERTICAL2 PY .000941 .000941 0 0 13 SO VERTICAL1_ PY .000941 .000941 0 0 14 SO DIGAONAL3 PY .000941 .000941 0 0 15 SO DIAGONAL6 PY .000941 .000941 0 0 16 SO DIAGONAL5 PY .000941 .000941 0 0 17 SO DIAGONAL4 PY .000941 .000941 0 0 18 SO DIAGONAL2 PY .000941 .000941 0 0 19 SO DIAGONAL1 PY .000941 .000941 0 0 20 SO ANGLE6 PY .001 .001 0 0 21 SO ANGLE5 PY .001 .001 0 0 22 SO ANGLE4 PY .001 .001 0 0 23 SO ANGLE3 PY .001 .001 0 _ 0 24 SO ANGLE2 PY .001 .001 0 0 25 SO ANGLE1 PY .001 .001 0 0 26 SR3 PY .000565 .000565 0 0 27 MP GAMMA4B PY .001 .001 0 0 28 MP GAMMA4 PY .001 .001 0 0 29 MP GAMMA2B PY .001 .001 . 0 0 : 30 MP GAMMA2 PY .001 .001 0 0 31 MP GAMMA1 PY .001 .001 0 0 32 MP BETAS PY .001 .001 0 0 33 MP BETA4 PY .001 .001 0 0 34 MP BETA2 PY .001 .001 0 0 35 MP BETA1 PY .001 .001 0 0 36 MP ALPHA4 PY .001 .001 0 0 37 MP ALPHA2 PY .001 .001 0 0 138 MP ALPHA1 B l PY .001 .001 0 0 RISA-3D Version 17.0.4 [T:\...1...1...\...\(PL22) 874135 - Updated Model (Additions] MDDs)- JEM.R3Dpage 141 Company : POD Feb 18,2022 II IRISA Designer 5:18 AM Job Number Checked By: ;..hCon.F,Ara' Model Name : 874135 Member Distributed Loads (BLC 35 : Ice Wind Load (2901) (Continued) Member Label Direction Start Magnitude[klft,... End Magnitudefk/ft,F... Start Location[ft.%1 End Location[ft.%] 39 MP ALPHA1 PY .001 .001 0 0 40 FACE3B EXT PY .001 .001 0 0 41 FACE3A EXT PY .001 .001 0 0 42 FACE1B EXT PY .001 .001 0 0 43 FACE1A EXT PY .001 .001 0 0 44 EXS012 PY .000605 .000605 0 0 45 EXSO10 PY .000605 .000605 0 0 46 EXSO9 PY .000605 .000605 0 0 47 EXS07 PY .000605 .000605 0 0 48 EXSO6 PY .000605 .000605 0 0 49 EXS05 PY .000605 .000605 0 0 50 EXS03 PY .000605 .000605 0 0 51 EXS02 PY .000605 .000605 0 0 52 DIAGONAL18 PY .002 .002 0 0 53 DIAGONAL17 PY .002 .002 0 0 54 DIAGONALI6 PY .002 .002 0 0 55 _DIAGONAL15 PY .002 .002 0 0 56 DIAGONALI4 PY .002 .002 0 0 57 DIAGONAL13 PY .002 .002 0 0 58 DIAGONALI2 PY .002 .002 0 I 0 59 DIAGONAL11 PY .002 .002 0 0 60 DIAGONALIO PY .002 .002 0 0 61 DIAGONAL9 PY .002 .002 0 0 62 DIAGONAL8 PY .002 .002 0 0 63 DIAGONAL7 PY .002 .002 0 0 64 DIAGONAL6 PY .002 .002 0 0 65 DIAGONAL5 PY .002 .002 _ 0 0 66 DIAGONAL4 PY .002 .002 0 0 67 DIAGONAL3 PY .002 .002 0 0 68 DIAGONAL2 PY .002 .002 0 0 69 DIAGONAL1 PY .002 .002 0 0 70 CONN ANGLE6 PY .002 .002 0 0 71 CONN ANGLE5 PY .002 .002 0 0 72 CONN ANGLE4 PY .002 .002 0 0 73 CONN ANGLES PY .002 .002 0 0 74 CONN ANGLE2 PY .002 .002 0 0 75 CONN ANGLE1 PY .002 .002 0 0 76 BOTTOM STANDOFF3 pY .001 .001 0 0 77 BOTTOM STANDOFF2 pY .001 .001 0 0 78 BOTTOM STANDOFF1 PY .001 .001 0 0 79 BOTTOM FACE1 PY .002 .002 0 0 80 BOTTOM FACE2 PY .002 .002 i 0 0 81 BOTTOM FACE3 PY .001 .001 0 0 82 TOP STANDOFF3 PX .000696 .000696 0 0 83 TOP STANDOFF2 PX .000696 .000696 0 0 84 TOP STANDOFF1 PX .000696 .000696 0 0 85 TOP FACE1 PX .001 .001 0 0 86 TOP FACE2 PX .001 .001 0 0 87 TOP FACE3 PX .000696 .000696 0 0 88 SO VERTICAL9 PX .000544 .000544 0 0 89 SO VERTICAL8 PX .000544 .000544 0 0 90 SO VERTICAL7 PX .000544 .000544 0 0 91 SO VERTICAL5 PX .000544 .000544 0 0 92 SO VERTICAL4 PX .000544 .000544 0 0 93 SO VERTICAL2 PX .000544 .000544 0 0 94 SO VERTICAL1 PX .000544 .000544 0 0 95 SO DIGAONAL3 PX _ .000544 .000544 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22)874135- Updated Model (Additions) MDDs) -JEM.R3Dpage 142 Company : POD Feb 18,2022 II I RISA JobN Designerumber 5:18 AM Checked By: v,F-S,,,, ,., Model Name : 874135 Member Distributed Loads (BLC 35 : Ice Wind Load(210)) (Continued) Member Label Direction Start Magnitudefk/ft.... End Magnitudefk/ft.F... Start Locationfft,%1 End Locationfft,%1 96 SO DIAGONAL6 PX .000544 .000544 0 0 97 SO DIAGONAL5 PX .000544 .000544 0 0 98 SO DIAGONAL4 PX .000544 .000544 0 0 99 SO DIAGONAL2 PX .000544 .000544 0 0 100 SO DIAGONAL1 PX .000544 .000544 0 0 101 SO ANGLE6 PX .000645 .000645 0 0 102 SO ANGLE5 PX .000645 .000645 0 0 103 SOANGLE4 PX .000645 .000645 0 0 104 SO ANGLE3 PX .000645 .000645 0 0 105 SO ANGLE2 PX .000645 .000645 0 0 106 SO ANGLE1 PX .000645 .000645 0 0 107 SR3 PX .000326 .000326 0 0 108 MP GAMMA4B PX .000718 .000718 0 0 109 MP GAMMA4 PX .000718 .000718 0 0 110 MP GAMMA2B PX .000718 .000718 0 0 111 MP GAMMA2 PX .000718 .000718 0 0 112 MP GAMMA1 PX .000718 .000718 0 0 113 MP BETA5 PX .000718 .000718 0 0 114 MP BETA4 PX .000718 .000718 0 0 115 MP BETA2 PX .000718 .000718 0 0 116 MP BETA1 PX .000718 .000718 0 0 117 MP ALPHA4 PX .000718 .000718 0 0 118 MP ALPHA2 PX .000718 .000718 0 0 119 MP ALPHA1 B PX .000718 _ .000718 0 0 120 MP ALPHAI PX .000718 .000718 0 0 121 FACE3B EXT PX .000835 .000835 0 0 122 FACE3A EXT PX .000835 .000835 0 0 123 FACE1B EXT PX .000835 .000835 0 0 124 FACE1A EXT PX .000835 .000835 0 0 125 EXSO12 PX .000349 .000349 0 0 126 EXS010 PX .000349 .000349 0 0 127 EXSO9 PX .000349 .000349 0 0 128 EXSO7 PX .000349 .000349 0 0 129 EXSO6 PX .000349 .000349 0 0 130 EXSO5 PX .000349 .000349 1 0 0 131 EXSO3 PX .000349 .000349 0 0 132 EXSO2 PX .000349 .000349 0 0 133 DIAGONAL18 PX .001 .001 0 0 134 DIAGONAL17 PX .001 .001 0 0 135 DIAGONAL16 PX .001 .001 0 0 136 DIAGONAL15 PX .001 .001 0 0 137 DIAGONAL14 PX .001 .001 0 0 138 DIAGONAL13 PX .001 .001 0 0 139 DIAGONAL12 PX .001 .001 0 0 140 DIAGONAL11 PX .001 .001 0 0 141 DIAGONAL10 PX.__ .001 .001 0 0 142 DIAGONAL9 PX .001 .001 0 0 143 DIAGONAL8 PX .001 .001 0 0 144 DIAGONAL7 PX .001 .001 0 0 145 DIAGONAL6 PX .001 .001 0 0 146 DIAGONAL5 PX .001 .001 0 0 147 DIAGONAL4 PX _ .001 .001 0 0 148 DIAGONAL3 PX .001 .001 0 0 149 DIAGONAL2 PX .001 .001 0 0 150 DIAGONAL1 PX .001 .001 0 0 151 CONN ANGLE6 PX .000951 .000951 0 0 1152 CONN ANGLE5 PX .000951 .000951 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135- Updated Model (Additions) MDDs) - JEM.R3Dpage 143 Company : POD Feb 18, 2022 II R ISA Designer 5:18 AM Job Number Checked By: ,,•, Model Name : 874135 Member Distributed Loads (BLC 35 : ice Wind Load(210)) (Continued) Member Label Direction Start Magnitudelklft.... End Magnitude[kift.F... Start Locationfft,%1 End Location[ft,%o] 153 CONN ANGLE4 PX .000951 .000951 0 0 154 CONN ANGLE3 PX .000951 .000951 0 0 155 CONN ANGLE2 PX .000951 .000951 0 0 156 CONN ANGLEI PX .000951 .000951 0 0 157 BOTTOM STANDOFF3 PX .000696 .000696 0 0 158 BOTTOM STANDOFF2 PX .000696 .000696 0 0 159 BOTTOM STANDOFF1 PX .000696 .000696 0 0 160 BOTTOM FACE1 PX .001 .001 0 0 161 BOTTOM FACE2 PX .001 .001 0 0 162 BOTTOM FACE3 PX .000696 .000696 0 0 163 MP1 PY .000941 .000941 0 0 164 MP1 PX .000544 .000544 0 0 165 MP2 PY .000941 _ .000941 0 0 166 MP2 PX .000544 .000544 0 0 167 MP3 PY .000941 .000941 0 0 168 MP3 PX .000544 .000544 0 0 169 SR1 PY .000565 .000565 0 0 170 SR1 PX .000326 .000326 0 _ 0 171 SO VERTICAL3 PY .000941 .000941 0 0 172 SO VERTICAL3 PX .000544 .000544 0 0 173 SR2 PY .000565 .000565 0 0 174 SR2 PX .000326 .000326 0 0 175 SO VERTICAL6 PY .000941 .000941 0 0 176 SO VERTICAL6 PX .000544 .000544 0 0 Member Distributed Loads (BLC 36 : Ice Wind Load(2401) Member Label Direction Start Magnitude[klft,... End Magnitude[klft,F... Start Location[ft,%1 End Locationfft.%1 1 TOP STANDOFF3 PY .000696 I .000696 0 0 2 TOP STANDOFF2 PY .000696 .000696 0 0 3 TOP STANDOFF1 PY .000696 .000696 0 0 4 TOP FACE1 PY .001 .001 0 0 5 TOP FACE2 PY .001 .001 0 0 6 TOP FACE3 PY .000696 .000696 0 0 7 SO VERTICAL9 PY .000544 _ .000544 0 0 8 SO VERTICAL8 PY .000544 .000544 0 0 9 SO VERTICAL7 PY .000544 .000544 0 0 10 SO VERTICAL5 PY .000544 .000544 0 0 11 SO VERTICAL4 PY .000544 .000544 0 0 12 SO VERTICAL2 PY .000544 .000544 0 0 13 SO VERTICAL1 PY .000544 .000544 0 0 _ 14 SO DIGAONAL3 PY .000544 .000544 0 0 15 SO DIAGONAL6 PY .000544 .000544 0 0 16 SO DIAGONALS PY .000544 .000544 0 0 17 SO DIAGONAL4 PY .000544 .000544 0 0 18 SO DIAGONAL2 PY .000544 .000544 0 0 19 SO DIAGONAL1 PY .000544 .000544 0 0 20 SO ANGLE6 PY .000645 .000645 0 0 21 SO ANGLE5 PY ' .000645 .000645 0 0 22 SO ANGLE4 PY .000645 .000645 0 0 23 SO ANGLE3 PY .000645 .000645 0 0 24 SO ANGLE2 PY .000645 .000645 0 0 25 SO ANGLE1 PY .000645 .000645 0 0 26 SR3 PY .000326 .000326 0 • 0 27 MP GAMMA4B PY .000718 .000718 _ 0 0 28 MP GAMMA4 PY .000718 .000718 0 _ 0 29 MP GAMMA2B PY .000718 .000718 0 0 RISA-3D Version 17.0.4 [T:\...\...1...\...\(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3DPage 144 Company : Feb 18, 02 I I I RISA Job igumber POD Checked2By2 A NE LIE;SCHEK:'�P.'AM/ Model Name : 874135 Member Distributed Loads (BLC 36 : Ice Wind Load(240)) (Continued) Member Label Direction Start Magnitude[k/ft,... End Mannitudefk/ft,F... Start Locationfft,%1 End Locationfft,%1 30 MP GAMMA2 PY .000718 .000718 0 0 31 MP GAMMA1 PY .000718 .000718 0 0 32 MP BETA5 PY .000718 .000718 0 0 33 MP BETA4 PY .000718 .000718 0 0 34 MP BETA2 PY .000718 .000718 0 0 35 MP BETA1 PY .000718 .000718 0 0 36 MP ALPHA4 PY .000718 .000718 0 0 37 MP ALPHA2 PY .000718 .000718 0 0 38 MP ALPHA1 B PY .000718 .000718 0 0 39 MP ALPHA1 PY .000718 .000718 0 0 40 FACE3B EXT PY .000835 .000835 0 0 41 FACE3A EXT PY .000835 .000835 0 0 42 FACE1B EXT PY .000835 .000835 0 0 43 FACE1A EXT PY .000835 .000835 0 0 44 EXS012 PY .000349 .000349 0 0 45 EXS010 PY .000349 .000349 0 0 46 EXS09 PY .000349 .000349 0 0 47 EXS07 PY .000349 .000349 I 0 0 48 EXS06 PY .000349 .000349 0 0 49 EXS05 PY .000349 .000349 0 0 50 EXS03 PY .000349 .000349 0 0 51 EXS02 PY .000349 .000349 0 0 52 DIAGONAL18 PY .001 .001 0 0 53 DIAGONAL17 PY .001 .001 0 0 54 DIAGONAL16 PY .001 .001 0 0 55 DIAGONAL15 PY .001 .001 0 0 56 DIAGONAL14 PY .001 .001 0 0 57 DIAGONAL13 PY .001 .001 0 0 58 DIAGONAL12 PY .001 .001 0 0 59 DIAGONAL11 PY .001 _ .001 0 0 60 DIAGONAL10 PY .001 1 .001 0 0 61 DIAGONAL9 PY .001 .001 0 0 62 DIAGONAL8 PY .001 .001 0 0 63 DIAGONAL7 PY .001 .001 0 0 64 DIAGONAL6 PY .001 .001 0 0 65 DIAGONAL5 PY .001 .001 0 0 66 DIAGONAL4 PY .001 .001 0 0 67 DIAGONAL3 PY .001 .001 0 0 68 DIAGONAL2 PY .001 .001 0 0 69 DIAGONAL1 PY .001 .001 0 0 70 CONN ANGLE6 PY .000951 .000951 0 L 0 71 CONN ANGLE5 PY .000951 .000951 0 0 72 CONN ANGLE4 PY .000951 .000951 0 J 0 73 CONN ANGLES PY .000951 .000951 0 0 74 CONN ANGLE2 PY .000951 .000951 0 0 75 CONN ANGLE1 PY .000951 .000951 0 0 76 BOTTOM STANDOFF3 py .000696 .000696 0 0 _ 77 BOTTOM STANDOFF2 PY .000696 .000696 0 0 78 BOTTOM STANDOFF1 PY .000696 .000696 0 0 79 BOTTOM FACE1 PY .001 .001 0 0 80 BOTTOM FACE2 PY .001 _001 0 0 81 BOTTOM FACE3 PY .000696 1 .000696 0 0 82 TOP STANDOFF3 PX .001 .001 0 0 83 TOP STANDOFF2 PX .001 .001 0 0 84 TOP STANDOFF1 PX .001 .001 0 0 85 TOP FACE1 PX .002 .002 0 0 86 TOP FACE2 PX .002 .002 0 0 RISA-3D Version 17.0.4 [T:\...\...1...1...\(PL22)874135- Updated Model (Additions! MDDs)-JEM.R3Dpage 145 Company : POD Feb 18, 2022 I''R'SA Job INumber 5:18 AM Checked By: Model Name : 874135 Member Distributed Loads (BLC 36 : Ice Wind Load(240)) (Continued) Member Label _Direction Start Magnitude[k/ft.... End Magnitude[kift.F... Start Location[ft.%] End Location[ft,%1 87 TOP FACE3 PX .001 .001 0 0 88 SO VERTICAL9 PX .000941 .000941 0 0 89 SO VERTICAL8 PX .000941 .000941 0 0 90 SO VERTICAL7 PX .000941 .000941 0 0 91 SO VERTICAL5 PX .000941 .000941 0 0 92 SO VERTICAL4 PX .000941 .000941 0 0 93 SO VERTICAL2 PX .000941 .000941 0 0 94 SO VERTICAL1 PX .000941 .000941 0 0 95 SO DIGAONAL3 PX .000941 .000941 0 0 96 SO DIAGONAL6 PX .000941 .000941 0 0 97 SO DIAGONAL5 PX .000941 .000941 0 0 98 SO DIAGONAL4 PX .000941 .000941 0 0 99 SO DIAGONAL2 PX .000941 .000941 _. 0 0 100 SO DIAGONAL1 PX .000941 .000941 0 0 101 SO ANGLE6 PX .001 .001 0 0 102 SO ANGLE5 PX .001 .001 0 0 103 SO ANGLE4 PX .001 _ .001 0 0 104 SO ANGLE3 PX .001 .001 0 0 105 SO ANGLE2 PX .001 .001 0 0 106 SO ANGLE1 PX .001 .001 0 0 107 SR3 PX .000565 .000565 0 0 108 MP GAMMA4B PX .001 .001 0 0 109 MP GAMMA4 PX .001 .001 0 0 110 MP GAMMA2B PX .001 .001 0 0 111 MP GAMMA2 PX .001 .001 0 0 112 MP GAMMA1 PX .001 .001 0 0 113 MP BETA5 PX .001 .001 0 0 114 MP BETA4 PX .001 .001 0 0 115 MP BETA2 PX .001 .001 0 0 116 MP BETA1 PX .001 .001 0 0 117 MP ALPHA4 PX .001 .001 0 0 118 MP ALPHA2 PX .001 .001 0 0 119 MPALPHA1B PX .001 .001 0 0 120 MP ALPHA1 PX .001 .001 0 0 121 FACE3B EXT PX .001 .001 0 0 122 FACE3A EXT PX .001 .001 0 0 123 FACE1B EXT PX .001 .001 0 0 124 FACEIA EXT PX .001 .001 0 0 125 EXS012 PX .000605 .000605 0 0 126 EXS010 PX .000605 .000605 0 0 127 EXS09 PX .000605 .000605 0 0 128 EXS07 PX .000605 .000605 0 0 129 EXSO6 PX .000605 .000605 0 0 130 EXS05 PX I .000605 ! .000605 0 0 131 EXS03 PX .000605 .000605 0 0 132 EXS02 1 PX .000605 .000605 0 0 133 DIAGONAL18 PX .002 .002 0 0 134 ! DIAGONAL17 PX .002 .002 0 0 135 DIAGONAL16 PX .002 .002 0 0 136 DIAGONAL15 PX .002 1 .002 0 0 137 DIAGONAL14 PX .002 .002 0 0 138 DIAGONAL13 PX .002 .002 0 0 139 DIAGONAL12 PX _ .002 .002 0 0 140 DIAGONAL11 PX .002 .002 0 0 141 DIAGONAL10 PX .002 .002 0 _ 0 142 DIAGONAL9 PX .002 .002 1 0 0 143 DIAGONAL8 PX .002 .002 _ 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22) 874135- Updated Model (Additions! MDDs) - JEM.R3Dpage 146 r I ICompany POD Feb 18,2022 I RISJoblNuber Chek dBy: COP,/,'ANY Model Name : 874135 Member Distributed Loads (BLC 36 : Ice Wind Load(240)) (Continued) Member Label Direction Start Magnitude[k/ft,... End Mannitudefk/ft,F__ Start Locationfft,%1 End Locationlft.%1 144 DIAGONAL7 PX .002 I .002 0 0 145 DIAGONAL6 PX .002 .002 0 0 146 DIAGONAL5 PX .002 .002 0 0 147 DIAGONAL4 PX .002 .002 0 0 148 DIAGONAL3 PX .002 .002 0 0 149 DIAGONAL2 PX .002 .002 0 0 150 DIAGONAL1 PX .002 .002 0 0 151 CONN ANGLE6 ' PX __ .002 .002 0 0 152 . CONN ANGLES PX .002 .002 0 0 153 CONN ANGLE4 PX .002 .002 0 0 154 ' CONN ANGLES PX .002 .002 0 0 155 CONN ANGLE2 PX .002 .002 0 0 156 CONN ANGLE1 PX .002 .002 0 0 157 BOTTOM STANDOFFS PX .001 .001 0 0 158 BOTTOM STANDOFF2 PX .001 .001 0 0 159 BOTTOM STANDOFF1 PX .001 .001 0 0 160 . BOTTOM FACE1 PX .002 .002 0 0 161 BOTTOM FACE2 PX .002 .002 0 0 162 BOTTOM FACE3 PX .001 .001 0 0 163 MP1 PY .000544 .000544 0 0 164 MP1 PX .000941 .000941 0 0 165 MP2 PY .000544 .000544 0 0 166 MP2 PX .000941 .000941 0 0 167 MP3 PY .000544 .000544 0 0 168 MP3 PX .000941 .000941 0 0 169 SR1 PY .000326 .000326 0 0 170 SR1 PX .000565 .000565 0 0 171 SO VERTICAL3 PY .000544 .000544 _ 0 0 172 SO VERTICAL3 PX .000941 .000941 0 0 173 . SR2 PY .000326 .000326 __ 0 0 174 , SR2 PX i .000565 .000565 0 0 175 SO VERTICAL6 PY .000544 .000544 0 0 176 SO VERTICAL6 PX .000941 .000941 0 0 Member Distributed Loads (BLC 37: Ice Wind Load(270)) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft.F... Start Location[ft,%] End Locationfft.%1 1 TOP STANDOFF3 PX .001 .001 0 0 2 TOP STANDOFF2 PX .001 .001 0 0 3 TOP STANDOFF1 PX .001 .001 0 0 4 TOP FACE1 PX .003 .003 0 0 5 TOP FACE2 PX .003 .003 0 0 6 TOP FACE3 PX .001 .001 0 0 7 SO VERTICAL9 PX .001 .001 0 0 8 SO VERTICAL8 PX .001 .001 0 0 9 SO VERTICAL7 PX .001 .001 0 0 10 SO VERTICALS PX .001 .001 0 0 11 SO VERTICAL4 PX .001 .001 0 0 12 SO VERTICAL2 PX .001 .001 0 . 0 13 SO VERTICAL1 PX .001 .001 0 0 14 SO DIGAONAL3 PX .001 .001 0 0 15 SO DIAGONAL6 PX .001 .001 0 0 16 SO DIAGONAL5 PX .001 .001 0 0 17 SO DIAGONAL4 PX .001 .001 0 0 18 SO DIAGONAL2 PX .001 .001 0 0 19 SO DIAGONAL1 _PX .001 .001 0 0 20 SO ANGLE6 PX .001 .001 0 I 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additions! MDDs) -JEM.R3DPage 147 Company : POD Feb 18,2022 'IRISA Designer : 5:18AM Job Number Checked By: ;.NEME-SCHEN.Cr)V,',rav Model Name : 874135 Member Distributed Loads (BLC 37 : Ice Wind Load(270)) (Continued) Member Label Direction Start Magnitude[k/ft,.., End Magnitude[klft,F... Start Location[ft,%] End Location[ft.%1 21 SO ANGLE5 PX .001 .001 0 0 22 SO ANGLE4 PX .001 .001 0 0 23 SO ANGLE3 PX .001 .001 0 0 24 SO ANGLE2 PX .001 .001 1 0 0 25 SO ANGLE1 PX .001 .001 0 0 26 SR3 PX .000652 .0001 0 0 27 MP GAMMA4B PX .001 .001 0 0 28 MP GAMMA4 PX .001 .001 0 0 29 MP GAMMA2B PX .001 .001 0 0 30 MP GAMMA2 PX .001 .001 0 0 31 MP GAMMA1 PX .001 .001 0 0 32 MP BETA5 PX .001 .001 0 0 33 MP BETA4 PX .001 .001 0 0 34 MP BETA2 PX .001 .001 0 0 35 _ MP BETA1 PX .001 .001 0 0 36 MP ALPHA4 PX .001 .001 0 0 37 MP ALPHA2 PX .001 .001 0 0 38 MPALPHA1B PX .001 .001 0 0 39 MP ALPHAI PX .001 .001 0 0 40 FACE3B EXT PX .002 .002 0 0 41 FACE3A EXT PX .002 .002 0 0 42 FACE1B EXT PX .002 .002 0 0 43 FACE1A EXT PX .002 .002 0 0 44 EXS012 PX .000698 .000698 0 0 45 EXS010 PX .000698 .000698 0 0 46 EXS09 PX .000698 ! .000698 0 0 47 EXS07 PX .000698 .000698 0 0 48 EXS06 PX .000698 .000698 0 0 49 EXS05 PX .000698 .000698 0 0 50 EXS03 I PX .000698 .000698 0 0 51 EXS02 PX .000698 .000698 0 0 52 DIAGONAL18 PX .002 .002 0 0 53 DIAGONAL17 PX .002 .002 0 0 54 DIAGONAL16 PX .002 .002 0 0 55 DIAGONAL15 PX .002 .002 0 0 56 DIAGONAL14 PX .002 .002 0 0 57 DIAGONAL13 PX .002 .002 0 0 58 DIAGONAL12 PX .002 .002 0 0 59 DIAGONAL11 _ PX .002 .002 0 0 60 DIAGONAL10 PX .002 .002 0 0 61 DIAGONAL9 PX .002 .002 0 0 62 DIAGONAL8 PX .002 .002 0 0 63 DIAGONAL7 PX .002 .002 0 0 64 DIAGONAL6 PX .002 .002 0 0 65 DIAGONAL5 PX .002 .002 0 0 66 DIAGONAL4 PX .002 .002 0 0 67 DIAGONAL3 PX .002 .002 0 0 68 DIAGONAL2 PX .002 .002 0 0 69 DIAGONAL1 PX ___ .002 .002 0 0 70 CONN ANGLE6 PX .002 .002 0 0 71 CONN ANGLE5 PX .002 .002 0 0 72 CONN ANGLE4 PX .002 .002 0 0 73 CONN ANGLE3 PX _002 .002 0 0 74 CONN ANGLE2 PX .002 .002 0 0 75 CONN ANGLE1 PX _ .002 .002 0 0 76 BOTTOM STANDOFFS PX .001 .001 0 0 77 BOTTOM STANDOFF2 PX .001 .001 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22)874135 - Updated Model (Additions) MDDs)-JEM.R3Dpage 148 Company : Feb 18, 5:18 AM 022 I''R'SA JoblNumber POD Che k dzBy: A NEMETSCHE,COMPANY Model Name : 874135 Member Distributed Loads (BLC 37 : Ice Wind Load(270)) (Continued) Member Label Direction Start Maanitudefk/ft,_. End Maonitudefkift.F... Start Locationfft,%1 End Locationfft,%1 78 BOTTOM STANDOFF1 1 PX .001 .001 0 0 79 BOTTOM FACE1 PX .003 .003 0 0 80 BOTTOM FACE2 PX .003 .003 0 0 81 BOTTOM FACE3 PX .001 .001 0 0 82 MP1 PX .001 .001 0 0 83 MP2 PX .001 .001 0 0 84 MP3 PX .001 .001 I 0 0 85 SR1 PX .000652 .000652 0 0_ 86 SO VERTICAL3 PX .001 .001 0 0 87 SR2 PX .000652 .000652 0 0 88 SO VERTICAL6 PX .001 .001 0 0 Member Distributed Loads (BLC 38 : Ice Wind Load(300)) Member Label Direction Start Magnitude[klft.... End Magnitude[k/ft,F... Start Locationfft.%] End Location[ft,%] 1 TOP STANDOFF3 PY -.000696 -.000696 0 0 2 TOP STANDOFF2 PY -.000696 I -.000696 0 0 3 TOP STANDOFF1 PY -.000696 -.000696 0 0 i 4 TOP FACE1 PY -.001 -.001 0 0 5 TOP FACE2 PY -.001 -.001 0 0 6 TOP FACE3 PY -.000696 I -.000696 0 0 7 SO VERTICAL9 PY -.000544 -.000544 0 0 8 SO VERTICALS 1 PY -.000544 I -.000544 0 0 9 SO VERTICAL7 PY -.000544 -.000544 0 0 10 SO VERTICAL5 PY -.000544 -.000544 0 0 11 SO VERTICAL4 PY -.000544 -.000544 0 0 12 ' SO VERTICAL2 PY -.000544 -.000544 0 0 13 SO VERTICAL1 PY -.000544 -.000544 0 0 14 SO DIGAONAL3 PY -.000544 -.000544 0 0 15 SO DIAGONAL6 PY -.000544 -.000544 0 0 16 SO DIAGONAL5 PY -.000544 -.000544 0 0 17 SO DIAGONAL4 PY -.000544 -.000544 0 0 18 SO DIAGONAL2 PY -.000544 -.000544 0 0 19 SO DIAGONAL1 PY -.000544 -.000544 0 0 20 SO ANGLE6 PY -.000645 -.000645 0 0 21 SO ANGLE5 PY -.000645 -.000645 0 0 22 SO ANGLE4 PY -.000645 -.000645 0 1 0 23 SO ANGLE3 PY -.000645 -.000645 0 0 24 SO ANGLE2 PY -.000645 -.000645 0 0 25 SO ANGLE1 PY -.000645 -.000645 0 0 26 SR3 PY -.000326 -.000326 0 0 27 MP GAMMA4B PY -.000718 -.000718 0 0 28 MP GAMMA4 PY -.000718 -.000718 0 0 29 MP GAMMA2B PY -.000718 -.000718 0 0 30 MP GAMMA2 PY -.000718 -.000718 0 0 31 MP GAMMA1 PY -.000718 -.000718 0 0 32 MP BETA5 PY -.000718 -.000718 0 0 33 MP BETA4 PY -.000718 -.000718 0 0 34 MP BETA2 PY -.000718 -.000718 0 0 35 MP BETA1 PY -.000718 -.000718 0 0 36 MP ALPHA4 PY -.000718 -.000718 0 0 37 MP ALPHA2 PY -.000718 -.000718 0 0 38 MP ALPHAI B PY -.000718 -.000718 0 0 39 MP ALPHA1 PY -.000718 -.000718 0 0 40 FACE3B EXT PY -.000835 -.000835 0 0 41 FACE3A EXT PY -.000835 -.000835 0 0 42 FACE1B EXT PY -.000835 -.000835 0 0 RISA-3D Version 17.0.4 [T:\...1...1...\...\(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3Dpage 149 Feb11 RISA Company : POD 18,2022 Designer 5:18 AM Feb Job Number Checked By: .[-;e„Lj ,,,, Model Name : 874135 Member Distributed Loads (BLC 38 : Ice Wind Load(300)) (Continued) Member Label Direction Start Madnitudelkift,... End Magnitude[kift,F... Start Locationlft,%1 End Locationlft,%1 43 FACE1A EXT PY -.000835 -.000835 0 0 44 EXS012 PY -.000349 -.000349 0 0 45 EXS010 PY -.000349 -.000349 0 0 46 EXS09 PY -.000349 -.000349 0 0 47 EXSO7 PY -.000349 -.000349 0 0 48 EXS06 PY -.000349 -.000349 0 0 49 EXS05 PY -.000349 -.000349 0 0 50 EXS03 PY -.000349 -.000349 0 0 51 EXSO2 PY -.000349 -.000349 0 0 52 DIAGONAL18 PY -.001 -.001 0 0 53 DIAGONAL17 1 PY -.001 1 -.001 0 0 54 DIAGONAL16 PY -.001 -.001 0 0 55 DIAGONAL15 PY -.001 -.001 0 0 56 DIAGONALI4 PY -.001 -.001 0 0 57 DIAGONAL13 PY -.001 -.001 0 0 58 DIAGONAL12 PY -.001 -.001 0 0 59 DIAGONAL11 PY -.001 _ -.001 0 0 60 DIAGONALIO PY -.001 -.001 0 0 61 DIAGONAL9 PY -.001 -.001 0 0 62 DIAGONAL8 PY -.001 -.001 0 0 63 DIAGONAL7 PY -.001 -.001 0 0 64 DIAGONAL6 PY -.001 -.001 0 0 65 DIAGONAL5 PY -.001 -.001 0 0 66 DIAGONAL4 PY -.001 -.001 0 r 0 67 DIAGONAL3 PY -.001 _ -.001 0 0 68 DIAGONAL2 PY -.001 -.001 0 0 69 DIAGONAL1 PY -.001 -.001 0 0 70 CONN ANGLE6 PY -.000951 -.000951 0 0 71 CONN ANGLE5 PY -.000951 -.000951 0 0 72 CONN ANGLE4 PY -.000951 -.000951 0 0 73 CONN ANGLE3 PY -.000951 -.000951 0 0 74 CONN ANGLE2 . PY -.000951 -.000951 0 0 75 CONN ANGLE1 PY -.000951 -.000951 0 0 _ 76 BOTTOM STANDOFF3 PY -.000696 -.000696 0 0 77 BOTTOM STANDOFF2 PY -.000696 -.000696 0 0 78 BOTTOM STANDOFF1 PY -.000696 -.000696 0 0 79 BOTTOM FACE1 PY -.001 -.001 0 0 80 BOTTOM FACE2 PY -.001 -.001 0 0 81 BOTTOM FACE3 PY -.000696 -.000696 0 0 82 TOP STANDOFF3 PX .001 .001 0 0 83 TOP STANDOFF2 PX .001 .001 _ 0 0 84 TOP STANDOFF1 PX .001 .001 0 0 85 TOP FACE1 PX _ .002 .002 0 0 86 TOP FACE2 PX .002 .002 0 0 87 TOP FACE3 PX .001 .001 0 0 88 i SO VERTICAL9 PX .000941 1 .000941 0 0 89 SO VERTICAL8 PX - .000941 .000941 0 0 90 SO VERTICAL? PX .000941 .000941 0 0 91 , SO VERTICAL5 PX .000941 .000941 0 0 92 SO VERTICAL4 PX .000941 .000941 0 0 93 SO VERTICAL2 PX .000941 .000941 0 0 94 SO VERTICAL1 PX .000941 .000941 0 0 95 SO DIGAONAL3 PX __ .000941 .000941 0 0 96 SO DIAGONAL6 PX .000941 .000941 0 0 97 SO DIAGONAL5 PX .000941 .000941 0 0 98 SO DIAGONAL4 PX 1 .000941 .000941 0 0 99 SO DIAGONAL2 PX .000941 .000941 0 0 RISA-3D Version 17.0.4 [T:\...1...\...\...\(PL22)874135 - Updated Model (Additions! MDDs) -JEM.R3Dpage 150 Company : POD Feb 18,2022 I'I RASA DesNignerumber _ 5:18 AM Job Checked By: arSCHEKC_r;i,FNY Model Name : 874135 Member Distributed Loads (BLC 38 : Ice Wind Load(300)) (Continued) Member Label Direction Start Maonitudefk/ft.... End Maanitudefkift,F... Start Locationfft.%1 End Locationfft.%1 100 SO DIAGONAL1 PX .000941 .000941 1 0 0 101 SO ANGLE6 PX .001 .001 0 0 102 SO ANGLE5 PX .001 .001 1 0 0 103 SO ANGLE4 PX .001 .001 0 0 104 SO ANGLE3 PX .001 .001 0 0 105 SO ANGLE2 PX .001 .001 0 0 106 SO ANGLE1 PX .001 .001 0 0 107 SR3 PX .000565 .000565 0 0 108 MP GAMMA4B PX .001 .001 0 0 109 MP GAMMA4 PX .001 .001 0 0 110 MP GAMMA2B PX .001 .001 0 0 111 MP GAMMA2 PX .001 .001 0 0 112 MP GAMMA1 PX .001 .001 0 0 113 MP BETA5 PX .001 .001 0 0 114 MP BETA4 PX .001 .001 0 0 115 MP BETA2 PX .001 .001 0 0 116 MP BETA1 PX .001 .001 0 0 117 MP ALPHA4 PX .001 .001 0 0 118 MP ALPHA2 PX .001 .001 0 0 119 MP ALPHA1 B PX _001 _ .001 0 0 120 MP ALPHAI PX .001 .001 0 0 121 FACE3B EXT PX .001 .001 0 0 122 FACE3A EXT PX .001 .001 0 0 123 FACE1 B EXT PX .001 .001 0 0 124 FACE1A EXT PX .001 .001 0 0 125 EXSO12 PX .000605 .000605 0 0 126 EXS010 PX .000605 .000605 0 0 127 EXSO9 PX .000605 .000605 0 0 128 EXS07 PX .000605 .000605 0 0 129 EXSO6 PX .000605 .000605 0 0 130 EXSO5 PX .000605 .000605 0 0 131 EXS03 PX .000605 .000605 0 0 132 EXSO2 PX .000605 .000605 0 0 133 DIAGONAL18 PX .002 .002 0 0 1.34 DIAGONAL17 PX .002 .002 0 0 135 DIAGONAL16 PX .002 .002 0 0 136 DIAGONAL15 PX .002 .002 0 0 137 DIAGONAL14 PX .002 .002 0 0 1.38 DIAGONAL13 PX .002 .002 0 0 _139 DIAGONAL12 PX .002 .002 0 0 140 DIAGONAL11 PX .002 .002 0 0 141 DIAGONAL10 PX .002 .002 0 0 142 DIAGONAL9 PX .002 .002 0 0 143 _ DIAGONAL8 PX .002 .002 0 0 144T DIAGONAL7 PX .002 .002 0 0 145 DIAGONAL6 PX .002 .002 0 0 146 DIAGONAL5 PX .002 .002 0 1 0 147 DIAGONAL4 PX .002 .002 0 0 148 DIAGONAL3 PX .002 .002 0 1 0 149 DIAGONAL2 PX .002 .002 0 0 150 DIAGONAL1 PX .002 .002 0 0 151 CONN ANGLE6 PX .002 .002 0 0 152 CONN ANGLE5 PX .002 .002 0 0 153 CONN ANGLE4 PX .002 .002 0 0 154 CONN ANGLE3 PX .002 .002 0 0 155 CONN ANGLE2 PX .002 .002 0 0 156 CONN ANGLE1 PX .002 .002 0 I 0 RISA-3D Version 17.0.4 [T:\...1...\...\...\(PL22)874135- Updated Model (Additions! MDDs)-JEM.R3Dpage 151 IICompany POD Feb 18,2022 I RISJobiNnmber A 4EMETSCHEK COMPANY Model Name : 874135 Member Distributed Loads (BLC 38 : Ice Wind Load(300)) (Continued) Member Label Direction Start Magnitude[klft.... End Magnitude[klft,F... Start Locationift,%] End Location(ft,%] 157 BOTTOM STANDOFF3 PX .001 .001 0 0 158 BOTTOM STANDOFF2 PX .001 .001 0 0 159 BOTTOM STANDOFF1 PX .001 .001 0 _ 0 160 BOTTOM FACE1 PX .002 .002 0 I 0 161 BOTTOM FACE2 PX .002 .002 0 0 162 BOTTOM FACE3 PX .001 .001 0 0 163 MP1 PY -.000544 -.000544 0 0 164 MP1 PX .000941 .000941 0 0 165 MP2 PY -.000544 -.000544 0 0 1166 MP2 PX .000941 .000941 0 0 167 MP3 PY -.000544 _ -.000544 0 0 168 MP3 PX .000941 .000941 0 0 169 SR1 PY -.000326 -.000326 0 0 170 SR1 PX .000565 .000565 0 0 171 SO VERTICAL3 PY -.000544 -.000544 0 0 172 SO VERTICAL3 PX .000941 .000941 0 0 173 SR2 PY -.000326 -.000326 0 0 174 SR2 PX .000565 .000565 0 0 175 SO VERTICAL6 _ PY -.000544 -.000544 0 0 176 SO VERTICAL6 PX .000941 .000941 0 0 Member Distributed Loads (BLC 39 : Ice Wind Load(330)) Member Label Direction Start MagnitudefkJft,... End Magnitude[k/ft,F... Start Location[ft,%%L End Location[ft,%] i 1 TOP STANDOFF3 PY -.001 -.001 _ 0 0 2 TOP STANDOFF2 PY -.001 -.001 i 0 0 3 TOP STANDOFF1 PY -.001 -.001 0 0 4 TOP FACE3 PY -.002 -.002 -TI 0 0 5 TOP FACE2 PY -.002 -.002 __ 0 0 6 TOP FACE1 . PY -.001 -.001 0 0 7 SO VERTICAL9 PY -.000941 -.000941 0 0 8 SO VERTICAL8 PY -.000941 -.000941 0 0 9 SO VERTICAL7 PY -.000941 -.000941 0 0 10 SO VERTICAL5 PY -.000941 -.000941 0 0 11 SO VERTICAL4 PY -.000941 -.000941 0 0 12 SO VERTICAL2 PY -.000941 -.000941 0 0 13 SO VERTICAL1 PY -.000941 -.000941 0 0 14 SO DIGAONAL3 PY -.000941 -.000941 0 0 15 SO DIAGONAL6 PY -.000941 -.000941 0 0 16 SO DIAGONALS PY -.000941 -.000941 0 0 17 SO DIAGONAL4 PY -.000941 -.000941 0 0 18 , SO DIAGONAL2 I PY -.000941 -.000941 0 0 19 ' SO DIAGONAL1 PY -.000941 ! -.000941 0 0 20 ! SO ANGLE6 PY -.001 -.001 0 0 21 SO ANGLE5 PY -.001 -.001 0 0 22 SO ANGLE4 PY -.001 -.001 0 0 23 SO ANGLES PY -.001 ___ -.001 0 0 24 SO ANGLE2 PY -.001 -.001 0 0 25 SO ANGLE1 PY -.001 -.001 0 0 26 SR3 PY -.000565 -.000565 0 0 27 MP GAMMA4B PY -.001 -.001 0 0 28 MP GAMMA4 PY -.001 -.001 0 0 29 MP GAMMA2B PY -.001 _ -.001 0 0 30 MP GAMMA2 PY -.001 -.001 0 0 31 MP GAMMA1 PY ' -.001 -.001 0 i 0 32 MP BETAS PY -.001 -.001 0 0 " 33 MP BETA4 PY -.001 -.001 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22)874135- Updated Model (Additionsl MDDs)-JEM.R3DPage 152 IICompany POD Feb 18,2022 I RISA Job INuber : ChekdBy: ,ve,e ,,„ „, Model Name : 874135 Member Distributed Loads (BLC 39 : Ice Wind Load(330)) (Continued) Member Label Direction Start Maonitudefk/ft,... End Maonitudefk/ft,F... Start Locationfft,%1 End Locationlft,%1 34 MP BETA2 PY -.001 -.001 0 0 35 MP BETA1 PY -.001 -.001 0 0 36 MP ALPHA4 PY -.001 -.001 0 0 37 MP ALPHA2 PY -.001 -.001 0 0 38 MPALPHAIB PY -.001 -.001 P 0 0 39 _ MP ALPHA1 PY -.001 -.001 0 0 40 FACE3B EXT PY -.001 -.001 0 0 41 FACE3A EXT PY -.001 -.001 0 0 42 FACE1 B EXT PY -.001 -.001 0 0 43 FACE1A EXT PY -.001 -.001 0 0 44 EXSO12 PY -.000605 -.000605 0 0 45 EXS010 PY -.000605 -.000605 0 0 46 EXSO9 PY -.000605 -.000605 0 0 47 EXS07 PY -.000605 -.000605 0 0 48 EXSO6 PY -.000605 -.000605 0 0 49 EXS05 PY -.000605 -.000605 0 0 50 EXSO3 PY -.000605 -.000605 0 0 51 EXS02 PY -.000605 -.000605 0 0 52 DIAGONAL18 PY -.002 -.002 0 0 53 DIAGONAL17 PY -.002 -.002 0 0 54 DIAGONAL16 PY -.002 -.002 0 0 55 DIAGONAL15 PY -.002 - -.002 0 0 56 DIAGONAL14 PY -.002 -.002 0 0 57 DIAGONAL13 PY -.002 -.002 0 0 58 DIAGONAL12 PY -.002 -.002 0 0 59 DIAGONAL11 PY -.002 -.002 0 0 60 DIAGONAL10 PY -.002 -.002 0 0 61 DIAGONAL9 PY -.002 -.002 0 0 62 DIAGONAL8 PY -.002 -.002 0 0 63 DIAGONAL7 PY -.002 -.002 0 0 64 DIAGONAL6 PY -.002 -.002 0 0 65 DIAGONAL5 PY -.002 -.002 0 0 66 DIAGONAL4 PY -.002 -.002 0 0 ' 67 DIAGONAL3 PY -.002 -.002 0 0 68 DIAGONAL2 PY -.002 -.002 0 0 69 DIAGONAL1 PY -.002 -.002 0 0 70 CONN ANGLE6 PY -.002 -.002 0 0 71 CONN ANGLES PY -.002 -.002 0 0 72 CONN ANGLE4 PY -.002 -.002 0 0 73 CONN ANGLE3 PY -.002 -.002 0 0 74 CONN ANGLE2 PY -.002 -.002 0 0 75 CONN ANGLE1 PY -.002 -.002 0 0 76 BOTTOM STANDOFF3 PY -.001 -.001 0 0 77 BOTTOM STANDOFF2 pY -.001 -.001 0 0 78 BOTTOM STANDOFF1 PY -.001 -.001 0_ . 0 79 BOTTOM FACE3 PY -.002 -.002 0 0 80 BOTTOM FACE2 PY -.002 -.002 0 0 81 BOTTOM FACE1 PY -.001 -.001 0 0 82 TOP STANDOFF3 PX .000696 .000696 0 0 83 TOP STANDOFF2 PX .000696 .000696 0 0 84 TOP STANDOFF1 PX .000696 .000696 0 0 85 TOP FACE3 PX .001 .001 0 0 86 TOP FACE2 PX .001 .001 0 0 87 TOP FACE1 PX .000696 .000696 0 0 88 SO VERTICAL9 PX .000544 .000544 0 0 89 SO VERTICAL8 PX .000544 .000544 0 0 90 SO VERTICAL7 PX .000544 .000544 0 0 RISA-3D Version 17.0.4 [T:\...\...\...\...\(PL22)874135- Updated Model (Additions! MDDS) - JEM.R3DPage 153 Company : Feb 18, 02 r IJob igumber POD Che ked By? coh,r,„r Model Name : 874135 Member Distributed Loads (BLC 39 : Ice Wind Load(330)) (Continued) Member Label Direction Start Magnitudefk/ft.... End Magnitudefk/ft,F... Start Location[ft,%1 End Locationjft,%] 91 SO VERTICAL5 PX ' .000544 .000544 0 0 92 SO VERTICAL4 PX .000544 .000544 0 0 93 SO VERTICAL2 PX .000544 .000544 _ 0 0 94 SO VERTICAL1 PX .000544 .000544 0 0 95 SO DIGAONAL3 PX .000544 .000544 0 0 96 SO DIAGONAL6 PX ! .000544 .000544 0 0 97 SO DIAGONALS PX .000544 .000544 0 0 98 SO DIAGONAL4 PX .000544 .000544 0 0 99 SO DIAGONAL2 PX .000544 .000544 0 0 100 SO DIAGONAL1 PX .000544 .000544 0 0 101 SO ANGLE6 PX .000645 .000645 0 0 102 SO ANGLE5 PX .000645 .000645 0 0 103 SO ANGLE4 PX .000645 .000645 0 0 104 SO ANGLE3 PX .000645 .000645 0 0 105 SO ANGLE2 PX .000645 .000645 0 0 106 SO ANGLE1 PX .000645 .000645 0 0 107 SR3 PX .000326 .000326 0 0 108 MP GAMMA4B PX .000718 .000718 0 0 109 MP GAMMA4 PX .000718 .000718 0 0 110 MP GAMMA2B PX .000718 .000718 0 0 111 MP GAMMA2 PX .000718 .000718 0 0 112 MP GAMMA1 PX .000718 .000718 0 0 113 _ MP BETA5 PX .000718 .000718 0 0 114 MP BETA4 PX .000718 .000718 0 0 115 MP BETA2 PX .000718 .000718 0 0 116 MP BETA1 PX .000718 .000718 0 0 117 MP ALPHA4 PX .000718 .000718 0 0 118 MP ALPHA2 PX .000718 .000718 0 0 119 MP ALPHA(B PX .000718 .000718 0 0 120 MP ALPHA1 PX .000718 .000718 0 0 121 FACE3B EXT PX .000835 .000835 0 0 122 FACE3A EXT PX .000835 .000835 0 0 123 FACE1B EXT PX .000835 .000835 0 0 124 FACEIA EXT PX .000835 .000835 0 0 125 EXSO12 PX .000349 _ .000349 0 0 126 . EXS010 PX .000349 .000349 0 0 127 EXS09 PX .000349 .000349 0 0 128 EXS07 PX .000349 .000349 0 0 129 EXS06 PX .000349 .000349 0 0 130 EXSO5 PX .000349 .000349 0 0 131 EXS03 PX .000349 .000349 0 0 132 EXS02 PX .000349 .000349 0 0 133 DIAGONAL18 PX .001 .001 0 0 134 DIAGONAL17 PX .001 .001 0 0 135 DIAGONAL16 PX .001 .001 0 0 136 DIAGONALI5 PX .001 .001 0 0 137 DIAGONAL14 PX .001 .001 0 0 138 DIAGONAL13 PX .001 .001 0 0 139 DIAGONAL12 PX .001 .001 0 0 140 DIAGONALI1 PX .001 .001 0 0 141 DIAGONAL10 PX .001 .001 0 0 142 DIAGONALS PX .001 .001 0 _ 0 143 DIAGONAL8 PX .001 .001 0 0 144 DIAGONAL7 PX .001 .001 0 0 145 DIAGONAL6 PX .001 .001 - 0 0 146 DIAGONAL5 PX .001 _ .001 0 0 147 DIAGONAL4 PX .001 .001 0 0 RISA-3D Version 17.0.4 [T:1...1...1...1...1(PL22) 874135 - Updated Model (Additions) MDDs) -JEM.R3Dpage 154 Company : POD Feb 18,2022 'I RASA Designer 5:18AM Job Number Checked By: x Coa^A^:r Model Name : 874135 Member Distributed Loads (BLC 39 : Ice Wind Load(330)) (Continued) Member Label Direction Start Maonitudefk/ft.... End Magnitudefk/ft,F... Start LocationLft%] End LocationJft.%1 148 DIAGONAL3 PX .001 .001 0 0 149 DIAGONAL2 PX .001 .001 0 0 150 ,! DIAGONAL1 PX .001 .001 0 0 151 CONN ANGLE6 PX .000951 .000951 0 0 152 CONN ANGLE5 PX .000951 .000951 0 0 153 CONN ANGLE4 PX .000951 .000951 0 0 154 CONN ANGLE3 PX .000951 .000951 0 0 155 CONNANGLE2 PX .000951 _.000951 0 0 156 CONN ANGLE1 PX .000951 .000951 0 0 157 BOTTOM STANDOFF3 PX .000696 _000696 0 0 158 BOTTOM STANDOFF2 PX .000696 .000696 0 0 159 BOTTOM STANDOFF1 PX .000696 .000696 0 0 160 BOTTOM FACE3 PX .001 .001 0 0 161 BOTTOM FACE2 PX .001 .001 0 0 162 BOTTOM FACE1 PX .000696 .000696 0 0 163 MP1 PY _-.000941 -.000941 0 0 164 MP1 PX .000544 .000544 0 0 165 MP2 PY -.000941 -.000941 0 0 166 MP2 PX .000544 .000544 0 0 167 MP3 PY -.000941 -.000941 0 0 168 MP3 PX .000544 .000544 0 0 169 SR1 PY -.000565 -.000565 0 0 170 SR1 PX .000326 .000326 0 0 171 SO VERTICAL3 PY -.000941 -.000941 0 0 172. SO VERTICAL3 PX .000544 .000544 0 0 173 SR2 PY -.000565 -.000565 0 0 174 SR2 PX .000326 .000326 0 0 175 SO VERTICAL6 PY -.000941 -.000941 0 0 176 SO VERTICAL6 PX .000544 .000544 0 0 Member Distributed Loads (BLC 43 : BLC 3 Transient Area Loads) Member Label Direction Start Magnitudefk/ft,... End Magnitude[k/ft F._ Start Location ft% _ End Location[ft,%] 1 95 Z -.012 -.012 0 .25 2 BOTTOM FACE3 Z -.0002787 -.006 1.45 3.77 3 BOTTOM FACE3 Z -.006 -.015 3.77 6.09 4 BOTTOM FACE3 Z -.015 -.015 6.09 8.41 _5 BOTTOM FACE3 Z -.015 -.006 8.41 10.73 6 BOTTOM FACE3 Z -.006 -.0002787 10.73 13.05 7 BOTTOM STANDOFF2 Z -.001 -.001 2.701 3.701 8 BOTTOM STANDOFF3 Z -.003 -.003 2.73 3.73 9 SO ANGLE3 Z -.0005851 -.004 1.887 2.595 10 SO ANGLE3 Z -.004 -.011 2.595 3.302 11 SO ANGLE3 Z -.011 -.01 3.302 4.01 12 SO ANGLE3 Z -.01 -.001 4.01 4.718 13 SO ANGLE5 Z -.002 -.015 0 .566 14 SO ANGLE5 Z j -.015 -.018 _ .566 1.132 15 i SO ANGLE5 Z I -.018 -.011 1.132 1.699 16 SO ANGLE5 Z -.011 -.004 1.699 2.265 17 SO ANGLE5 Z -.004 -.0006327 2.265 2.831 18 PLate2 Z -.005 -.005 .364 1.231 19 PLate3 Z -.002 -.002 2.258 3.258 20 BOTTOM FACE2 Z -.0002818 -.006 1.45 3.77 21 BOTTOM FACE2 Z -.006 -.014 3.77 6.09 22 BOTTOM FACE2 Z -.014 -.015 6.09 8.411 23 BOTTOM FACE2 Z -.015 -.007 8.411 10.731 24 BOTTOM FACE2 Z -.007 -.0002818 10.731 13.051 RISA-3D Version 17.0.4 [T:\...1...1...1...\(PL22) 874135 - Updated Model (Additional MDDs)- JEM.R3Dpage 155 Company : Feb 18, 022 I f' 'SA Job fNn Number POD 5:18 AM Checked 2By: G,,,. Model Name : 874135 Member Distributed Loads (BLC 43 : BLC 3 Transient Area Loads) (Continued) Member Label Direction Start Magnitudefk/ft.... End Magnitudefk/ft,F... Start Location[ft.%l _ End Location[ft,%] 25 BOTTOM STANDOFF1 Z -.003 -.003 2.73 3.73 26 SO ANGLE1 Z -,005 -.012 0 .566 27 SO ANGLE1 Z -.012 -.013 .566 1.132 28 SO ANGLE1 Z -.013 -.009 1.132 1.698 29 SO ANGLE1 Z -.009 -.004 _ 1.698 2.265 30 SO ANGLE1 Z -.004 -.000358 2.265 2.831 31 SO ANGLE5 Z -.0005751 -.004 1.887 2.454 32 SO ANGLE5 Z -.004 -.011 2.454 3.02 33 SO ANGLE5 Z -.011 -.017 3.02 3.586 34 SO ANGLE5 Z -.017 -.015 3.586 4.152 35 SO ANGLE5 Z -.015 -.004 4.152 4.718 36 Plate) Z -.002 -.002 2.258 3.258 37 PLate3 Z -.002 -.002 .094 1.094 38 93 Z -.012 -.012 0 .25 39 BOTTOM FACE1 Z -.0002815 -.006 1.45 3.77 40 BOTTOM FACE1 Z -.006 -.014 3.77 6.09 41 BOTTOM FACE1 Z -.014 -.015 6.09 8.41 42 BOTTOM FACE1 Z -.015 -.007 8.41 10.73 j 43 BOTTOM FACE1 Z -.007 -.0002815 10.73 13.05 44 BOTTOM STANDOFF2 Z -.001 -.001 2.73 3.73 45 t SO ANGLE1 Z -.0004505 -.004 1.887 2.453 46 SO ANGLE1 Z -.004 -.011 2.453 3.02 47 SO ANGLE1 Z -.011 -.015 3.02 3.586 48 SO ANGLE1 Z -.015 -.011 3.586 4.152 49 SO ANGLE1 Z -.011 -.0004505 4.152 4.718 50 SO ANGLE3 Z -.005 -.012 0 .566 51 SO ANGLE3 Z -.012 -.013 .566 1.132 52 1 SO ANGLE3 Z -.013 -.009 1.132 1.698 53 _ SO ANGLE3 Z -.009 -.004 1.698 2.264 54 SO ANGLE3 Z -.004 -.0003579_ 2.264 2.831 55 Platel Z -.002 -.002 .094 1.094 56 PLate2 Z -.002 -.002 2.257 3.257 Member Distributed Loads (BLC 44 : BLC 26 Transient Area Loads) Member Label Direction Start Magnitude[k/ft,... End Magnitude[k/ft,F_.. Start Locationfft,%1 End Locationfft.%] 1 95 Z -.023 -.023 0 .25 2 BOTTOM FACE3 Z -.0005296 -.011 1.45 3.77 3 BOTTOM FACE3 Z -.011 -.028 3.77 6.09 4 BOTTOM FACE3 Z -.028 -.028 6.09 8.41 5 BOTTOM FACE3 Z -.028 -.011 8.41 10.73 6 BOTTOM FACE3 Z -.011 -.0005296 10.73 13.05 7 BOTTOM STANDOFF2 Z -.003 -.003 2.701 3.701 8 BOTTOM STANDOFF3 Z -.005 -.005 i 2.73 3.73 9 SO ANGLE3 Z -.001 -.008 1.887 2.595 10 SO ANGLE3 Z -.008 -.021 2.595 3.302 11 SO ANGLE3 Z -.021 -.02 3.302 4.01 12 SO ANGLE3 Z -.02 _ _ -.002 4.01 4.718 13 SO ANGLE5 Z -.005 _-.029 0 .566 14 SO ANGLE5 Z -.029 -.034 .566 1.132 15 SO ANGLE5 Z -.034 -.021 1.132 1.699 16 SO ANGLE5 I Z -.021 -.008 1.699 2.265 17 SO ANGLE5 Z -.008 -.001 2.265 2.831 18 PLate2 Z -.01 -.01 .364 1.231 19 PLate3 Z -.005 -.005 2.258 _ 3.258 20 BOTTOM FACE2 Z -.0005354 -.011 1.45 3.77 21 BOTTOM FACE2 Z -.011 -.026 3.77 6.09 RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22)874135- Updated Model (Additions) MDDs) - JEM.R3Dpage 156 Company : I I I R'SA Des fi POD Feb18,2022 5:1:18 AM Job N number er : Checked By: ,, <coti,P„. Model Name : 874135 Member Distributed Loads (BLC 44 : BLC 26 Transient Area Loads) (Continued) Member Label Direction Start Maanitudefk/ft.... End Magnitudefk/ft,F... Start Locationift,%1 End Location[%]__ 22 BOTTOM FACE2 Z -.026 -.028 6.09 8.411 23 BOTTOM FACE2 Z -.028 -.013 8.411 10.731 24 BOTTOM FACE2 Z -.013 -.0005354 10.731 13.051 25 BOTTOM STANDOFFI Z -.005 -.005 2.73 3.73 26 SO ANGLE1 Z -.009 -.023 0 .566 27 _ SO ANGLE1 Z -.023 -.025 .566 1.132 28 SO ANGLE1 Z -.025 -.018 1.132 1.698 29 SO ANGLE1 Z -.018 -.007 1.698 2.265 30 SO ANGLE1 Z -.007 -.0006802 2.265 2.831 31 SO ANGLE5 Z -.001 -.008 1.887 2.454 32 SO ANGLE5 Z -.008 -.02 2.454 3.02 33 SO ANGLE5 Z -.02 -.033 3.02 3.586 34 SO ANGLE5 Z -.033 -.029 3.586 4.152 35 SO ANGLE5 Z -.029 -.007 4.152 4.718 36 Plate) Z -.005 -.005 2.258 3.258 37 PLate3 Z -.005 -.005 .094 1.094 38 93 Z -.023 -.023 0 .25 39 BOTTOM FACE1 Z -.0005349 -.012 1.45 3.77 40 BOTTOM FACE1 Z -.012 -.027 3.77 6.09 41 BOTTOM FACE1 Z -.027 -.028 6.09 8.41 42 BOTTOM FACE1 Z -.028 -.013 8.41 10.73 43 BOTTOM FACE1 Z -.013 -.0005349 10.73 13.05 44 BOTTOM STANDOFF2 Z -.003 -.003 2.73 3.73 45 SO ANGLE1 Z -.0008559 -.008 1.887 2.453 46 SO ANGLE1 Z -.008 -.021 2.453 3.02 47 SO ANGLE1 Z -.021 -.029 3.02 3.586 48 SO ANGLE1 Z -.029 -.02 3.586 4.152 49 SO ANGLE1 Z -.02 -.0008559 4.152 4.718 50 SO ANGLE3 Z -.009 -.023 0 .566 51 _ SO ANGLE3 Z -.023 -.025 .566 1.132 52 SO ANGLE3 Z -.025 -.018 1.132 1.698 53 SO ANGLE3 Z -.018 -.007 1.698 2.264 54 SO ANGLE3 Z -.007 -.00068 2.264 2.831 55 Platel Z -.005 -.005 .094 1.094 56 r PLate2 _ Z -.005 -.005 2.257 3.257 Member Area Loads (BLC 3 : Dead Load) Joint A Joint B Joint C Joint D Direction Distribution Magnitudejksf] 1 N335B N28 N198A N340B Z Two Way_ -.01 2 N198A N196B N334D N339B Z Two Way -.01 3 N333B N196B N1976 N336C Z Two Way -.01 Member Area Loads (BLC 26 : Maintanence (330)) Joint A Joint B Joint C Joint ID Direction Distribution Magnitude[ksfj 1 N335B N28 N198A N340B Z Two Way -.019 2 N198A N196B N334D N339B Z Two Way -.019 3 N333B N196B N197B N336C Z Two Way -.019 Envelope Joint Reactions Joint X[k] LC Y[k] LC Z[k] LC MX[k-ft] LC MY jk-ft] LC MZ[k-ft] LC 1 N174A max 1.271 8 3.635 2 9.428 20 1.148 20 .442 11 .03 5 2 min -1.11 26 -2.909 20 -9.022 2 -1.517 2 -.419 29 -.037 23 3 N317A max 3.292 8 .626 8 9.716 8 .574 23 1.152 8 .033 5 RISA-3D Version 17.0.4 [T:\...\...1...1...\(PL22) 874135- Updated Model (Additions) MDDs)-JEM.R3Dpage 157 Company : 022 I',RISA Job ign ber POD Feb 18,5:18 AM Checked 2By: A YEW-SCHEK CCMPANr Model Name : 874135 Envelope Joint Reactions (Continued) Joint X fkl LC Y fkl LC Z fkl LC MX fk-ftl LC MY fk-ftl LC MZ fk-ftl LC 4 min -3.894 26 -.843 23 -7.916 26 -.476 8 -1.358 26 -.039 23 5 N330A max 2.305 14 2.905 35 10.825 32 _ .792 17 1,073 14 .029 5 6 min -2.421 32 -2.643 17 -6.937 14 -.767 35 -1.088 32 -.035 23 7 N322A max -.825 29 -.478 26 3.501 6 .435_ 23 1.687 5 .49 5 8 min -3.375 12 -1.973 12 .677 23 -.491 5 -1.493 23 -.434 23 9 N325 max 4.263 33 -.347 5 4.293 33 2.549 23 .819 23 ' 2.179 5 10 ,min 1.211 14 -2.485 24 1.181 14 -2.665 5 -.856 5 -2.084 23 11 N328F max .018 35 3.336 21 2.903 21 1.04 5 .161 23 .215 5 12 min -.042 5 .466 5 .629 2 -.931 23 -.18 5 -.193 23 13 Totals: max 5.354 11 5.561 2 16.923 36 14 min -5.354 29 -5.669 20 7.431 17 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut...Area(Me..Surface(._. 1 Live Load _DL 1 2 Wind Load (0) DL 41 88 3 Dead Load DL -1.1 41 3 4 Wind Load (30) DL 82 176 5 Wind Load (60) DL 82 176 6 Wind Load (90) DL 41 88 7 Wind Load (120) DL 82 176 8 Wind Load(150) DL 82 176 9 Wind Load (180) DL 41 88 10 Wind Load(210) DL 82 176 11 Wind Load (240) DL 82 176 12 Wind Load (270) DL 41 88 13 Wind Load (300) DL 82 176 14 Wind Load (330) DL 82 176 15 Maintanence (0) DL 41 88 16 Maintanence (30) DL 82 176 17 Maintanence (60) DL 82 176 18 Maintanence(90) DL 41 88 19 Maintanence (120) DL 82 176 20 Maintanence (150) DL 82 176 21 Maintanence (180) DL _ 41 88 22 Maintanence (210) DL 82 176 23 Maintanence (240) DL 82 176 24 Maintanence (270) DL 41 88 25 Maintanence (300) DL 82 176 26 Maintanence (330) DL 82 176 3 27 Ice Dead Load DL 41 88 28 Ice Wind Load (0) DL 41 88 29 Ice Wind Load (30) DL 82 176 30 ice Wind Load(60) DL 82 176 31 Ice Wind Load (90) DL 41 88 32 Ice Wind Load (120) DL 82 176 33 Ice Wind Load (150) DL 82 176 34 _ Ice Wind Load(180) DL 41 88 35 Ice Wind Load (210) DL 82 176 36 Ice Wind Load (240) DL 82 176 37 Ice Wind Load (270) DL 41 88 38 Ice Wind Load (300) DL 82 176 39 _ Ice Wind Load (330) DL 82 176 40 Earthquake(x-direction; DL -.368 41 41 Earthquake (y-direction! DL -.368 _ 41 RISA-3D Version 17.0.4 [T:\...1...1...\...\(PL22)874135 - Updated Model (Additions) MDDs)-JEM.R3Dpage 158 Company : POD Feb 18,2022 IIIRISA Designer 5:18AM umber Checked By: ANEM1,E15: .. Model Name : 874135 Basic Load Cases (Continued) BLC Description Cateaory X Gravity Y Gravity Z Gravity Joint Point Distribut...Area(Me..Surface(... 42 Earthquake (z-direction) Di_ -.147 41 43 BLC 3 Transient Area Loads None 56 44 BLC 26 Transient Area Loads None 56 Load Combinations Description S...P...S...B...Fa...B...Fa...B...Fa B Fa B Fa B Fa B...Fa...B...Fa...B...Fa...B...Fa... 1 1.4D Yes 3 1.4 2 1.2D + 1.0W(0) YesY 3 1.2 2 1 3 1.2D + 1.0Di + 1.0Wi(0) Yes Y 311.2 27 1 28 1 4 1.2D + 1.5L+ 1.0WI(0) Yes Y 3 1.2 1 1.5 15 1 5 1.2D + 1.OW(30) Yes Y 3 1.2 4 1 6 1.2D+ 1.0Di + 1.0Wi(30) Yes Y 3 1.2 27 1 29 1 7 1.2D + 1.5L+ 1.0WI(30) Yes Y 3 1.2 1 1.5 16 1 8 1.2D+ 1.0W(60) _1'es Y 3 1.2 5 1 9 1.2D + 1.0Di + 1.0Wi(60) Yes Y 3 1.2 27 1 30 1 10 1.2D + 1.5L+ 1.0WI(60) Yes Y 3 1.2 1 '.1.5 17 1 11 1.2D + 1.0W(90) Yes Y 3 1.2 6 1 12 1.2D+ 1.0Di + 1.0W1(90) Yes Y 3 1.2 27 1 31 1 , 13 1.2D + 1.5L+ 1.OWI(90) Yes Y 3 1.2 1 1.5 18 1 14 1.2D + 1.0W(120) Yes Y 3 1.2 7 1 15 1.2D + 1.0Di + 1.0Wi(120) Yes Y 3 1.2 27 1 32 1 16 1.2D+ 1.5L+ 1.0W1(120) YesY 3 1.2 1 1.5 19 1 17 1.2D + 1.OW(150) Yes 3 1.2 8 1 18 1.2D+ 1.0Di + 1.0Wi(150) YesY 3 .1.2 27 1 331 1 19 1.2D + 1.5L + 1.0WI(150) Yes Y 3 1.2 1 .1.5 20 1 20 1.2D + 1.0W(180) Yes Y 3 1.2 9 1 21 1.2D + 1.0Di + 1.0Wi(180) YesY 3 1.2'27 1 34 1 22 1.2D+ 1.5L + 1.OWI(180) Yes Y 3 1.2 1 1.5;21 1 23 1.2D + 1.0W(210) Yes y 3 1.2 10 1 24 1.2D + 1.0Di + 1.OWi(210) Yes Y 3 1.2,27 1 35 1 25 1.2D + 1.5L + 1.OWI(210) YesY 3 1.2 1 1.5 22 1 26 1.2D + 1.0W(240) Yes Y 3 1.2 11 1 27_ 1.2D + 1.0Di + 1.0Wi(240) Yes Y 3 1.2 27 1 36 1 28 1.2D + 1.5L+ 1.0WI(240) Yes Y 3 1.2 1 .1.5 23 1 29 1.2D + 1.OW(270) Yes'Y 3 1.2 12 1 30 I 1.2D + 1.0Di + 1.0Wi(270) Yet,Y 3 1.2 27 1 37 1 31 1.2D + 1.5L + 1.OWI(270) Yes Y 3 1.2 1 1.5 24 1 32 1 1.2D + 1.OW(300) Yes Y. 3 1.2 13 1 1 33 1 1.2D + 1.0Di + 1.OWi(300) Yes Y 3 1.2 27 1 38 1 34 1.2D + 1.5L+ 1.0WI(300) Yes Y 3 .1.2 1 1.5 25 1 35 1.2D + 1.OW(330) Yes Y 3 1.2 14 1 36 1.2D + 1.0Di + 1.0W1(330) Yes Y. 3 1.2 27 1 39 1 37 1.2D + 1.5L + 1.OWI(330) Yes Y 3 1.2 1 1.5 26 1 38 1.2D + 1.0E(x)+ 1.0E(z)+ L Yes Y. 3 1.2,40 1 42 1 1 1 I 39 1.2D + 1.0E(v) + 1.0E(z) + L Yes Y 3 1.2 41 1 42 1 1 1 40 1.2D- 1.0E(x)+ 1.0E(z)+ L Yes Y 3 1.2 40' -1 42 1 1 1 . 141 _ 1.2D- 1.OE(y) + 1.0E(z) + L YesY 3 1.2 41 -1 42 1 1 1 Envelope AISC 15th(360-16): LRFD Steel Code Checks Member Shape Code Check Loc... LC Shea_ Loc _ LC phi"Pn...phi"Pn...phi"M... phi"M. . .. Ean 1 Kicker 2 LL2.5x2.5x3... .935 6.884 5 .049 6.884 zi 5 31.867 58.32 3.954 2.115 H1-1b 2 BRACE9 SR 3/4 .838 0 35 .006 0 23_ 6.633 14.321 .184 .184 ... H1-ta 3 Brace14 SR 3/4 .679 0 8 .005 0 35 6.633 114.321 .184 .184 -. H1-ta 4 EXSO6 PIPE_2.0 .678 2.178 3 ._127 2.178 3 30.354 32.13 1.872 1.872 H1-1b RISA-3D Version 17.0.4 [T:\...1...1...1...1(PL22) 874135- Updated Model (Additions! MDDs)-JEM.R3Dpage 159 Company : POD Feb 18, 2022 IIIRISA Designer : 5:18 AM Job Number Checked By: Model Name : 674135 Envelope AISC 15th(360-16): LRFD Steel Code Checks (Continued) Member Shape Code Check Loc... LC Shea...Loc...... LC ohi*Pn...ohi*Pn...ohi`M... phi`M... ... Eon 5 BOTTOM STAN... L3.5X3.5X6 .666 2.462 27 .204 .238 v 3 31.474 81 3.34 7.196 ... H2-1 6 MP ALPHA1 B PIPE 2.0 .639 4.896 36 .205 5-625 2 9.837 32.13 1.872 1.872 H1-lb 7 Brace4 SR 3/4 .620 0 23 .004 2.739 29 6.633 14.321 .184 .184 ... Hi-la 8 BOTTOM STAN...j L3.5X3.5X6 .535 2.542 21 .193 .238 z 12 31.469 81 3.34 7.206 ... H2-1 9 Kicker 1 LL2.5x2.5x3.. .509 6.884 5 .039 6.884 z 5 31.867 58.32 3.954 2.115 ... H1-1 b 10 SO ANGLE3 L3X3X4 .504 2.31 24 .050 2.359 y 6 28.498 46.656 1.688 3.503 ••• H2-1 11 EXS010 PIPE 2.0 .504 1.046 27 .1941.046 27 31.711 32.13 1.872 1.872 ... H1-lb 12 SO ANGLE4 L3X3X4 .496 2.359 27 .035 2.359 z 6 28.498 46.656 1.688 3.483 ••• H2-1 13 TOP STANDOFF2 L3.5X3.5X6 .491 3.733 5 .252 3 733 z 23 31.474 _ 81 3.34 6.821 ... H2-1 14 BOTTOM STAN... L3.5X3.5X6 .467 2.542 27 .195 3.733 y 26 31.469 81 3.34 7.182 ... H2-1 15 SO ANGLE2 L3X3X4 .450 2.408: 6 .036 2.359 z 3 28.495 46.656 1.688 3.492 ... H2-1 16 SO ANGLE1 L3X3X4 .434 2.408 6 .042 2.359 y 12 28.495 46.656 1.688 3.51 ... H2-1 17 MP GAMMA4B PIPE 2.0 .430 4.896 27 .173 5.625 20 9.837.32.13 1.872 1.872 ... H1-1b 18 MP BETA4 PIPE 2.0 .420 5.625 14 .076 P.625 32 9.837 32.13 1.872'1.872 ... H1-lb 19 MP ALPHA4 PIPE 2.0 .412 5.625 2 .128 5.625 11 9.837 32.13 1.872 1.872 H1-lb 20 BOTTOM FACE1 L3.5X3.5X6 .381 12.99 33 .196 13•••• z 3 8.702 81 3.34 '6.566 ... H2-1 21 MP BETA5 PIPE 2.0 .381 5 36 .106 5 29 9.836 32.13 1.872 1.872 ... H1-lb 22 TOP STANDOFFI L3.5X3.5X6 .380 3.733 35 .187 3.733 z 35 31.469 81 3.34 6.934 . H2-1 23 EXSO5 PIPE 2.0 .378 1.086 36 .156 1.086 3 31.679 32.13 1.872 1.872 ... H1-lb 24 SO DIGAONAL3 L2x2x3 .377 0 3 .020 0 y 6 11.275 23.393 .558 1.239 -. H2-1 25 SO ANGLE5 L3X3X4 .374 2.31 12 .037 2.311 v 21 28.492 46.656 1.688 3.507 H2-1 26 , SO ANGLE6 L3X3X4 .361 2.359 21 .027 2.359 z 30 28.492 46.656 1.688 3.478 H2-1 27 SR3 SR 2.0 .354 0 2 .063 0 5 112.367141.372 4.712 4.712 H1-lb 28 MP GAMMA1 PIPE 2.0 .350 5.625 26 .123 5.625 17 9.837 32.13 1.872 1.872 ... H1-1b 29 SR1 SR 2.0 .341 0 26 .068 0 26 112.367141.372 4.712 4.712 1 H1-1b 30 SR2 SR 2.0 .327 0 32 .063 0 35 112.367141.372 4.712 4.712 H1-lb 31 SO DIAGONAL1 L2x2x3 .326 0 18 .014 0 z 18 11.35 23.393 .558 1.239 ... H2-1 32 SO DIAGONAL2 L2x2x3 .323 2.789 27 .008 .618 y 35 12.141 23.393 .558 1.228 ... H2-1 33 TOP STANDOFF3 L3.5X3.5X6 .321 3.812 29 .255 3.733 z 11 31.469 81 3.34 6.849 H2-1 34 TOP FACE1 L3.5X3.5X6 .310 7.25 2 .110 14.5 z 3 8.702 81 3.34 6.198 ... H2-1 35 SO VERTICAL1 L2x2x3 .308 0 21 .024 2.25 v' 3 18.153 23.393 .558 1.239 ... H2-1 36 SO VERTICAL4 L2x2x3 .292 0 36 1 .021 0 y' 6 18.153 23.393 .558 1.239 H2-1 37 Kicker3 LL2.5x2.5x3.. .291 6.884 23 .030 6.884 z 5 31.867 58.32 3.954 2.115 H1-lb 38 SO DIAGONAL6 L2x2x3 .290 2.601 6 .007 3.618_y 11 12.141 23.393' .558 1.211 ••• H2-1 39 SO DIAGONAL4 L2x2x3 .276 1.508 9 .010 3.618 y 23 12.141 23.393 .558 1.206 H2-1 40 TOP FACE3 L3.5X3.5X6 .265 7.25 26 .149 1.359 y 33 8.702 81 3.34 6.724 ... H2-1 41 BOTTOM FACE2 L3.5X3.5X6 .262 10.... 5 .147 10..- y 3 8.701 81 3.34 6.543_, H2-1 42 PLate2 12x0.5 .259 1.641 5 .084 1.676y 24 17.456 194.4 2.025 34.095 ... Hi-lb 43 MP ALPHA1 PIPE 2.0 .245 4.896 2 .049 4.896 2 9.837 32.13 1.872 1.872 Hi-lb 44 MP BETA1 PIPE 2.0 .244 .312 32 .070 5.416 2 9.837 32.13 1.872 1.872 ... HI-lb 45 DIAGONAL7 L2x2x3 .243 2.615 6 .027 2.615 y 5 16.606 23.393 .558 1.239 H2-1 46 MP GAMMA4 PIPE 2.0 .242 4.479 26 .075 4.583 8 9.837 32.13 1.872 1.872 ... Hi-lb 47 BOTTOM FACE3 L3.5X3.5X6 .241 1208 30 .101 3 021 z 5 8.702 81 3.34 6.583 ... H2-1 I 48 TOP FACE2 7 L3.5X3.5X6 .241 10-.. 5 .100 0 z 14 8.701 81 3.34 6.177 ••• H2-1 49 SO VERTICAL5 L2x2x3 .217 0 30 .013 0 v 26 18.153 23.393 .558 1.239 1- H2-1 50 DIAGONALS L2x2x3 .198 0 24 .015 0 z 30 16.786 23.393 .558 1.239 ••.1 H2-1 51 SO VERTICAL2 L2x2x3 .197 0 6 .012 0 v 2 18.153 23.393 .558 1.239 'H2-1 52 MP BETA2 PIPE 2.0 .194 5.625 14 .040 5.625 11 9.836132.13 1.872 1.872 ... H1-lb 53 SO DIAGONALS L2x2x3 .192 0 30 .012 0 z 30 11.348 23.393 .558 1.239 H2-1 54 EXSO7 PIPE_2.0 .191 0 : 8 .1081.046 5 31.711 32.13 1.872 1.872 H1-lb 55 MP GAMMA2B PIPE 2.0 .184 5 27 .096 5 35 9.836 32.13 1.872 1.872 H1-1b 56 MPALPHA2 PIPE 2.0 .184 4.479 2 .0623.438 9 9.836 32.13 1.872 1.872 ._..H1-1b 57 EXSO12 _PIPE 2.0 .180 .523 30 .134 .523 26 32.025'32.13 1.872 1.872 11-1b 58 DIAGONAL12 L2x2x3 .178 0 18 .015 0 z 15 16.606 23-393 .558 1.239 ... H2-1 59 SO VERTICAL7 L2x2x3 .169 0 30 .012 0 v 29 18.153 23.393 .558 1.239 ... H2-1 60 DIAGONAL8 L2x2x3 .160 0 6 .012. 0 z 36 16.786 23.393 .558 1.239 ... H2-1 61 Plate1 12x0.5 .156 1.641 6 .067 0 'y, 12 17.456 194.4 2.025 48.6 .. H1-1b RISA-3D Version 17.0.4 [T:\...\...\...\...1(PL22)874135 - Updated Model (Additions) MDDs) -JEM.R3Dpage 160 Company : POD Feb 18,2022 IIIIRISA Dob Nesignerumber 5:18 AM „Doe: Checked By: Model Name : 874135 Envelope AISC 15th(360-16): LRFD Steel Code Checks (Continued) Member Shape Code Check Loc..._ LC Shea...Loc...... LC phi*Pn..phi*Pn...phi*M... phi*M... ... Eon 62 DIAGONAL6 L2x2x3 .155 2.615 3 .010 0 z 6 16.606 23.393 .558 1.239 ••• H2-1 63 BRACE12 SR 3/4 .146 0 29 .007 0 2 6.907 14.321 .184 .184 ... H1-Ib* 64 MP GAMMA2 . PIPE 2.0 .145 4.479 26 .039 3.438 17 9.836 32.13 1.872 1.872 ....Hi-lb 65 EXSO3 PIPE 2.0 _ .145 0 21 .054 2.178 17 30.354 32.13 1.872 1.872 •.. H1-lb 66 PLate3 12x0.5 .142 1.641 18 .049 0 y 21 17.456 194.4 2.025 42.848 ._'H1-lb 67 SO VERTICAL6 L2x2x3 .136 0 33 .010 2.25 z 23 18.153 23.393' .558 1.209 H2-1 68 SO VERTICALS L2x2x3 .131 0 21 .007 2.25 y 26 18.153123,393 .558 1.209 -. H2-1 69 DIAGONAL18 L2x2x3 .131 2.615 3 .007 0 v 15 16.606 23.393 .558 1.239 H2-1 70- SO VERTICALS j L2x2x3 .130 2.25 26 .011 0 y 26 18.153 23.393 .558 1.239 ... H2-1 71 BRACE2 SR 3/4 .129 0 2 .006 0 14 6.907 14.321 .184 .184 H1-1b* 72 BRACE7 SR 3/4 .122 0 20 .008 0 26 6.907 1a.321 .184 _184 ...H1-1b* 73 DIAGONAL2 L2x2x3 .107 2.574 6 .009 0 v 5 16.786 23.393 .558 1.239 H2-1 74 DIAGONAL4 L2x2x3 .103 0 27 .005 .5741yr 23 16.786123.393 .558 1.191 ... H2-1 75 Brace13 SR 3/4 .103 0 26 .017 0 23 12.086 14.321 .184 .184 ... H1-113 76 Brace6 SR 3/4 , .102 1.286 35 .019 ''. 0 35 12.086 14.321 .184 .184 ,... H1-lb 77 Brace8 SR 3/4 .100 1.286 35 .015 1.286 5 12.086 14.321 .184 .184 H1-lb 78 DIAGONAL1 L2x2x3 .099 .49 3 .006, 0 y 20 16.606 23.393 .558 1.239 ... H2-1 79 Bracel l SR 3/4 .097 0 29 .018 1.286 29 12.086 14.321 .184 ! .184 H1-lb 80 MP2 PIPE 2.0 .097 2.5 ' 6 .029 .25 5 28.843 32.13 1.872 �1.872 ... H1-lb 81 DIAGONAL17 L2x2x3 .095 0 15 .011 2.574 y 6 16.786 23.393 .558 I 1.239 ... H2-1 82 Brace3 SR 3/4 .095 0 5 .011 0 35 12.086 14.321 .184 .184 H1-lb 83 MP1 PIPE 2.0 .094 2.5 30 .012' .25 26 28.843 32.13 1.872 1.872 H1-lb 84 EXSO2 PIPE 2.0 .093 0 1 20 .078 1.086 20 31.679 32.13 1.872 1.872 •.. H1-lb 85 DIAGONAL9 L2x2x3 .093 2.574 6 .007 2.574 v 8 16.786 23.393 .558 1.239 ... H2-1 86 Bracel SR 3/4 .089 0 5 .018 0 23 12.086 14.321 .184 .184 ... H1-1b 87 DIAGONAL11 L2x2x3 .085 2.57418 .008 0 z 17 16.786 23.393 .558 1.239 H2-1 88 EXSO9 PIPE 2.0 .083 0 8 .104 .523 8 32.025 32.13 1.872 1.872 ... H1-lb. 89 DIAGONAL13 L2x2x3 .082 0 29 .006 2.6155 z 14 16.606 23.393 .558 1.234 _ H2-1 90 FACE1A EXT PIPE 3.0 .081 1.359 6 .072 1.359 6 21.266 65.205 5.749 5.749 ... H1-lb 91 FACE1B EXT PIPE 3.0 .081 1.359 14 .041 1.359 20 21.266 65.205 5.749 5.749 -. H1-lb 92 MP3 PIPE 2.0 .073 .25 3 .015 .251 2 33.873 38.556 2.246 2.246 ... H1-lb 93 CONN ANGLE2 L6X6X6 .071 .208 30 .434 .208:y 36 114.838141.912 10.965 22.86 ... H2-1 94 1 FACE3B EXT PIPE 3.0 .069 13.... 14 .027 13.... 11 21.266 65.205 5.749 5.749 ... H1-lb 95 CONN ANGLE4 L6X6X6 .068 .209 23 .233 .209 z 33 114.838141.912 10.965 22.86 -- H2-1 96 CONN ANGLE6 L6X6X6 .065 .209 35 .211 .209y 33 114.838141.912 10.965 23.481 ... H2-1 97 DIAGONAL3 L2x2x3 1 .061 2.37 6 .007 0 z 30 16.606 23.393 .558 1.207 '-. H2-1 98 CONN ANGLE5 L6X6X6 .060 0 24 .229 .208 y 9 114.838141.912 10.965 23.481 ... H2-1 99 SO VERTICAL3 L2x2x3 .059 2.25 36 .008 2.25 v 5 18.153 23.393 .558 1.209 '.- H2-1 100 DIAGONAL14 L2x2x3 .059 0 3 .009 0 y 27 '!16.786 23.393 .558 1.239 ,- H2-1 101 ' CONN ANGLE1 _ L6X6X6 ' .054 .209 12 .351 .209 z 12 114.838141.912 10.965 22.86 1-12-1 102 DIAGONALIO L2x2x3 .051 1.063 23 .009 0 y 8 16.606 23.393 .558 1.183 -- H2-1 103 _Brace15 SR 3/4 .049 1.286 26 .010 0 ' 29 12.086 14.321 .184 .184 ... Hi-1b' 104 Brace5 SR 3/4 .048 1286 2 .011 0 5 12.086 14.321 .184 .184 ... H1-lb 105 Brace10 SR 3/4 .046 1.286 32 .011 1.286 35 12.086 14.321 .184 .184 ... H1-lb 106 CONN ANGLE3 L6X6X6 .043 .209 21 I .324 .209 y I 24 114.838141.9121 10.965 22.86 - H2-1 107 FACE3A EXT PIPE 3.0 .040 13.... 24 .028 13.... 23 21.266 65.205 5.749 5.749 ... H1-lb 108 DIAGONAL16 L2x2x3 .039 0 11 ' .007 2.615 y 5 16.606 23.393 .558 1.239 ... H2-1 109 DIAGONAL15 L2x2x3 .037 .__ 0 27 1 .008 2.574 y'i 5 16.786 23.393 .558 1.239 -• H2-1 RISA-3D Version 17.0.4 [T:\...1...1...1...\(PL22) 874135 - Updated Model (Additions) MDDs)-JEM.R3Dpage 161 2/17/22 14.5 ft Platform with Support Rails Mount Analysis CCI BU Number:874135 Project Number: 21-121325, Application 569677 Rev 4 Page 10 APPENDIX D Additional Calculations .44POD POWER OF DESIGN Poo lob if 22-121325 Site Number 874135 Site Name West Portland Reactions from tnxTower Moment 13.756 ft-kip Ratings Axial 6.766 kips Flange Bolts 12.0% Shear 6.137 kips g Flange Plate 31.5% Flange Bolt Information Upper Flange Plate Lower Flange Plate Number of Bolts 8 Location= Internal Location= Internal Diameter 0.875 in Plate Strength(Fy)= 36 ksi Plate Strength F gt (y)= 36 ksi Grade A325 Plate Tensile(Fit)= 58 ksi Plate Tensile(Fu)= 59 ksi Bob Circle 15 in Plate Thickness= 1 in Plate Thickness 1 in Threads Included Yes Hole Diameter= 12 in Hole Diameter= 12 in Pole Information Upper Stiffeners Lower Stiffeners Shaft Diam.(Upper). 21.94 in Configuration= None Configuration None Thickness(Upper(= 0 in tt of Sides(Upper). Round Fy(Upper). 35 ksi Shaft Diam.(Lower)= 16 in Thickness(Lower)= 0.25 in R of Sides(Lower)= 18 Fy(Lower)= 50 ksi POWER OF DESIGN POD Job# 22-121325 Site Number 874135 Site Name West Portland Connection Type Single Shear RISA 30 Forces Axial(Bolts) 0.697 kips Shear(Bolts) 6.521 kips Axial Force(Member) 6.521 kips Bolt/Member Information Member Label Kicker #of Bolts 1 Shear Capacity 47.2% Diameter 0.625 inches Bolt Grade A325 Member Grade A36 Axial Capacity 3.4% Threads Included? Yes Lb 0 inches 1 inches Bearing Capacity 54.0% t 0.1875 inches Combined Capacity 22.4% ver 1.0-2/28/2020 PARTS LIST ITEM CITY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 3 X-LWRM RING MOUNT WELOMENT 88.81 206.42 2 36 G58LW 5/8"HDG LOCKWASHER 0.03 0.94 3 30 A58NUT 5/8"HDG A325 HEX NUT 0.13 3.90 4 9 GS8R-24 fife"x 24"THREADED ROD(HOG.) 0.56 4.94 4 9 056R48 5/8"x 48"THREADED ROD(HOG.) 0.55 4.94„47, . 5 12 A68234 5/8"x 23/4"HDG A325 HEX BOLT 2 314 in 0.36 4.27 6 12 A58FW 5/8"HDG A325 FLATWASHER 0.03 0.4t 7 24 G12FW 1/2"HOG USS FLATWASHER 0.03 0.82 8 12 G12LW 1/2"HOG LOCKWASHER 0.01 0.17 9 12 G12NUT 112"HDG HEAVY 2H HEX NUT 0.07 0.86 10 3 SCX4 CROSSOVER PLATE 81/2 in 6.02 18.06 11 6 G58NUT 5/8"HDG HEAVY 2H HEX NUT 0.13 0.78 12 6 8-254923 PLATFORM REINFORCEMENT KIT ANGLE 84 in 22.83 137.00 13 6 X-253992 T.BRACKET FOR REINFORCEMENT KIT 13.55 81.27 14 8 G5802 5/8"x2"HOG HEX BOLTGR5 0.27 1.62 15 12 G12065 1/2"x6-112"HDG HEX GRS FULL 81/2 in 0.41 4.91 1 TOTAL WT.# 515.92 ' 0 I ° ', 0( 0 IP , ., ti,� 1 CI 15 U -'4 I� 0 0X2 e woomowlir 1 ® DETAIL A 0 0 4: 11;:- A � a® ® 0 DETAIL B x2 ° 0 X2 0 TOLERANCE NOTES DESCRIPTION Woollens. Hew PLATFORM REINFORCEMENT �I+r Manta, SAWED, SHEARED DIMENSIONS,UNLESS OTHERWISE NOTED ARE: a 1 I Engineering Manta,GA SAWED,SHEARED AND GAS CUT EDGES(10.030" ON A 12"TO45"POLE ,"«• &gpyt Teeny Las Mgalea,CA DRILLED AND GAS CUT HOLES(10.0.907-NO CONING OF HOLES 7'ANGLE 1-88 8-7 53-7448 Phmwnn,IN OR LASER CUT EDGES AND HOLES(10.0107-NO CONING OF HOLES A Y8Imgnlr*COMMO Derma.TX BENDS ARE t 1/2 DEGREE ALL OTHER MACHINING(SR 6307 CPONO. DRAWN BY ENG.APPROVAL PART NO. ALL OTHER ASSEMBLY 0.0B07 4488 CEK 7115/2014 PRK-12451 O p, UM EAU CLASS SUB DRAWING USAGE CHECKED BY DWG.NO. Ti m Y woman Auoco eentoomNI®NMY MUMMY ue«ureungre mrnft co es os wmNKN«clwNDexLa\«x KITLO. +Ken^aea^^««^'^V�TMe ^^e R1 01 CUSTOMER BMC 712212014 PRK-1245L N VNYif 4YIeYlep q a11beRY/PpYNI®. lik 9 *1......1:14 Eill.":":11111 — ,.„ ,,,,-,"4. 11 . ■ F, P75 N`I 1 " MAX. i I / / SD" / MIN. \ // .\ / N'L'@::= @€=tie=3@ ''. @ =0 :-A,10 TOLERANCE NOTES DESCRIPTION LDe, : PLATFORM REINFORCEMENT .I� . Now YwPA SAWED, DIMENSIONS,SHEARED EAREDGAS EDGES OTHERWISE NOTED ARE: 1 E.qu.e Taw A6mn,GA SAWED,SHEARED AND GAS CUT EDGES(30.030') ON A 12"TO 45"POLE ��l� suPPDNT®m: Los MENIn,CA DRILLED AND GAS CUT HOLES 00.030,-NO CONING OF HOLES 7'ANGLE 1-666-753-7446 Plyr.roum,IN LASER CUT EDGES AND HOLES(t0.010'7-NO CONING OF HOLES YBMrom Dallas. GB BENDS ARE S 1Y2 DEGREE A ♦COMITY Danes,Tx ALL OTHER MACHINING(t0.030% CPO NO. DRAWN eV ENG.APPROVAL PART NO. N ALL OTHER ASSEMBLY(t 0.000% 4488 CEK 7/15/2014 PRK-1245L o 7. NwICrun HMG CLASS SUB DRAWING USAGE CHECKEDEY DWG.NO. T m ROTA MOTIMIuC1.9MMIA EDwilwuPrvou2smPSKIAPYnFtuMTroxat vu»xr ."..."". Y R "T"De '.....'DPa^tt^ WI ",e "^. 81 01 CUSTOMER BMC 7/22/2014 PRK-1245L A' MMkoM MVl"TK!0]NOC RY N1pIRPCD PARTS LIST ITEM QTY PART NO, PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 1 SCX7 CROSSOVER PLATE 8 in 7.55 7.55 2 2 X-115765 6"V-CLAMP 1.02 2.04 3 2 X-100064 CLAMP(S)(4"V-CLAMP)GALVANIZED 0.91 1.83 4 8 G12065 1/2"x6-1/2"HOG HEX BOLTGR6 FULL THREAD 81/2)n 0.41 3.28 5 4 G12045 1/2"x4.5"HOG HEX BOLT ORE FULL THREAD 41/2 in 0.30 1.19 6 16 G12FW 1/2"HOG USS FLATWASHER 0.03 0.54 7 8 G12LW 12"HOG LOCKWASHER 0.01 0.11 1-112"T04-1/2" 8 8 GI2NUT 1/2"HOG HEAVY 2H HEX NUT 0.07 0.67 ANTENNA PIPE TOTAL WT.B 16.98 (ORDERED SEPARATELY) NA 0 X2 ;A 4000001. l00 ill 0 '16#11111) riiiii) .\ 1111 „1 \I1I2..TO 3-112"O.D.PIPE III (ORDERED SEPARATELY) 4,00 00R \'�J♦ ),0 O 0 0 TOLERANCE NOTES DESCRIPTION Locations. y New York,NY • TOLERANCES ON DIMENSIONS,UNLESS OTHERWISE NOTED ARE: CROSSOVER PLATE I Engineering Atlanta.OA SAWED,SHEARED AND GAS CUT EDGES(50.0,207 �1� l ort Teem: Los Angeles.CA DRILLED AND GAS CUT HOLES/10.090"/-NO CONING OF HOLES (V-CLAMP STYLE) SNPP1.8884534406 PlYmenlq IN LASER CUT EDGES AND HOLES( /X0.010"-NO CONING OF HOLES - Salem,OR BENDS ARE t 112 DEGREE Aa+BTIPKI*OBI�f Dallas,TX ALL OTHER MACHINING 0.0.090, CPO NO. DRAWN BY ENG.APPROVAL PART NO. es ALL OTHER ASSEMBLY/I0.000% CEK 10/7/2010 SCX7-U O 'n /PV MOT! CLASS SUS DRAWING USAGE CHECKED BY OWG.NO. TI m nB DATA AM,SIMOLMOOMNnnIWThN WN WUIPWRl1MIYAOAATIOMFVNR'Xl ^1XPURNe^wCwNar�AMYX*MET slcm Aramaean smoaeTMourmeool®^or 81 01 CUSTOMER BMC 10/8/2010 SCX7-U VNMJM NOVwTTMMIRXIO.,1pA•ireo. C10900842 DUAL CROSSOVER PLATE KIT W/MTG PIPE * EACH C10902011 CROSSOVER PLATE KIT CONSISTS OF . . . ITEM ' PART NO. DESCRIPTION WEIGHT 1} CS03115 CROSSOVER PLATE * 1. 2 C10902011 CROSSOVER PLATE KIT 14 (4) C40034139 U—BOLT ASSEMBLY, 1/2"0 X 2 15/16 C—C 2. 1 C10901224 PIPE, 2 3/8"0 X .154 X 10'-0" 38 TOTAL. WEIGHT 52 OW 0 2 3/8"0 PIPE /rII i��� 1 ®t 1E1 11la- -...... ci so ce � , _ a o o � © , o so TOP VIEW ..,/�J a so 1Q 2 3/8"0 PIPE 0 Q o ISOMETRIC VIEW UNLESS OTHERWISE SPECIFIED MAMMAL: AL DIMENSIONS RCLWE FINISHES AND ARE IN WOES DUAL CROSSOVER PLATE KIT TOLERANCES:FRACTIONS S 1/t6. Sa re Industries" FOR 2 3/8"0 TO 2 3/8"0 PIPES ANGLES .0 010' TO RAW MATERIAL TOLERANCES CONOT APPLY Towers and Poles OC W/ 2 3/8"0 X .154 X 1U-0" MOUNTING PIPE CONFIDENTIAL. (1/2"0 U—BOLTS) This document and the inlormotion contained harem is the coifdentid trade secret property of Sabre Communications SIZE DRAWING NO. REV FRONT VIEW Carporotion('Sabre')and most not be reproduced,copied or used,In eh"e or In DATE 07/29/20 B C10900842 0 part.for any purpose silhout the prior ninon consent of Sabre. DRAIN BY WRF0 SCALE PAGE � coM oRWCHK c All rights reserved. Communications Corporation. CIMINO BY EK None 1 OF I Ae rights rbre Cod. 2/17/22 14.5 ft Platform with Support Rails Mount Analysis CCI BU Number 1374135 Project Number:21-121325,Application 569677 Rev 4 Page 12 APPENDIX F Mount Modification Design Drawings(MDD) PAW 22222220 KM ' CROWN T, ..,,CASTLE P 0 D „, _,,„ ,„ _. CROWN a.A.L.3. . _... ..., AT&T C A S T L E OCUM1IEMSARE CDNHOENIIALANDARE THE SOLE PROPERTY OF CROWN CASTLE AND MAY NOT BE REPRODUCED.DISSEMINATED OR REDISTRIBUTED WITHOUT THE EMPRESS WRITTEN CONSENT OF CROWN CASTLE. MODIFICATION DRAWING SITE: 874135 WEST PORTLAND ( 10094051) MODIFICATION DRAWING FOR AN EXISTING 14.5'PLATFORM W/SUPPORT RAILS AT 96.5'ON A 94' MONOPOLE REV DATE U€SCRIPNON SITE INFORMATION: WEST PORTLAND(10094051) IIf.APX,sr.vrUC SITE NUMBER. 874135 POD NUMBER: ASPS DESIGNED BY: 2221 DRAWN RY Ta CHECKED BY_ IGC DATE M/IOTOIT HYLnJne SHEET INDEX PROJECT INFORMATION SCOPE OF WORK: T-0T TITLE SHEET MOUNT MODIFICATION DRAWINGS INCLUDES: TITLE SHEET N01 NOTES COUNTY'. WASHINGTON INSTALL PROPOSED FACE MEMBERS,STANDOFFS,MOUNT PIPES,KICKER HIT A CORNER KICKER CONNECTOR.REMOVE SL] PLAN VIEW SITE ADDRESS: 11611SW BATH AVENUE EXISTING MOUNT PIPES&RELOCATE EXISTING MOUNT PIPES 502 ALPHA ELEVATION VIEW TIGARD,0R9Ib3 AS NEEDED.ROTATE MOUNT TO DESIRED AZIMUTHS. A03 GAMMA ELEVATION VIEW LATITUDE: IS'26'294T SM SECTION VIEWS LONGITUDE; -123'HR'383D" T-01 `MIOO MODIFICATION CHECKLIST 1 4- ESEP4 NOTES STRUCTURAL STEEL NOTES N I. INF ANT0FIGTOW REPRESEMm INDIES,DRAWINGS ARE BASED°NONSTRUCTUR4CU011. COMMENTS I. ALLmIMm MI G,FACATION NM ERECTIONNA1 OFSTRUCTURALSTEEL3LCONFORIA TOME AOC "°""""'"`. MdNN0 M ME SIOUCIUR4 IwCUMENrsTAME.NNE CONTRACTOR ME OMAM AMMCONN SPECNICATONS,LATEST EDITION. FAMMMWITX ALL REFERENCED DOCUMENTS. I. Au SIBUCIURAL SLEET MEREM SHALL CWITORMT0T1E FOLLOWING RONIMIL TUTS - CROWN REFERENCE DOCUMENTS a, CASTLE OOBA DENI ME DMIGNATON MATERIAL SPEOFICATIONS -E'N MD CLAM PUP..BP MOUNT ANALYSIS 66!ECT 110I DOLT AFIF IMASTMA36136SIMIN5MNMm1 NAIEUDNUMBER1 FIFES ASEM.KAGRB(MI NEM S100PBIGTIX BOLTS 151M ASTSN 3, AIL Mp0RGTd6MU5T BE INSTALEOTO BRING MFT WER MTONIPoMWICE WTIH ALL NUTS KTx AHl APPWBIE CORN WNA HER /SIMMS GOVERNING CODES nAII3N.9DlR WC,BID190S5C P R LV61A16596 mY1Mp SlRFNGIM) UMMATEISINDSPEED 97 MPH a WOUND GUST Loss E.Nom wear um RD_ THICKNESS SS' MBOLTS AM.1 AM7 yvrtR azz STRU SNf0W/S 30 MPH 35ECd10GUST 3, ALL COMMICNS NOT FULLY MAMBO ON TN6E PLANS SHRUM MEWLED BY ENE FABRICATOR INEXPOS ab-181.)A» MMKTIRE CAMEO Y 101'OG IX,MEMO. C ACCORDANCE WIRE PbCYEDAROUNO;NSIFTEATEST BOOM. S0mRMFNKCATE ACC 1 9. WUMNG4WEMMLBETWENMISTNNMRUCTURE MANY RO ALL OM...IGTgERSINnil TO ENCIR4RfWOXSEMCFMPA1gM5 WO.EI]i1Y0.3% ENSURE NTATUWHETETTNH STELFXdIST ISTOBE XMOOR RADEMwxGWMBFRSMI RILL COMMACTINIT WID1 EXISTING STEEL.ACAIAIn1TO 106. wRG4wf.PAIMABIEsumxF[MUTING AS AT&T ). ALL WGXMPYMEOWE THESE DRAWINGSMMNTECUABCT0000 COMPLETED AWTHE ONSIDTMCLORMINENCEESS NOTED MANUFHOLES SNMI NOTE MAMEC TGITNHSMLU BERTOROTHER INGWONSE ROMILAR TO MAT THE mMMRO1HEST M 00AICE TAMIT 0?f 5 ALL OWNED STEEMFMMBE HOOMUT V6HSIFfLUN1ESS MP NUM PAMAM,ASF FOR. PROTERMR1G CMIT10THOIS ATNATOEXAMm WAS IN SFFICADRAWINGSEMBMIMI%THAM6 fi 41E19,7 AS STEEL SHALLETA OTI EATHERMED LY4IOCDON FOR HIGll.AAMAISTEELE*MNR ASNA NIS PWKNOWI1016fBL OF THE WOATTOIING THAT HFXAND THAT EMMNMENCEIONISMIR,TXAT NE IS WHERED,FEAPNICAREFORW SNOTPRMOIRw0ENNNWHETPENGE COALING SIMA US. MIME11 TO ECFTXE WORBTO TOME PROECTLUNN: OO NI IS PROPNIIYUCFMSFONID Wl1ERIH IN AMMNALNEW STEEL IS NOT TOMOTDI ITING NG TOE]COALING[000LLBE REORNSHLTOPLBEBOTOEWD D DURING FPLM,CIT0000IIID VAT,LL OOTMNIMN 4LNEWLF06EL 0NWL BEP4X10*VMCFOTHERMAS, 51FE[[On1RM?OR THESE DOCUMENTSPROP PEMI ARE OF CROWN AND ME A WORN SHALLLY SIMRESPFOWFDWOIOF CALMEINSOLATIONSOC LESS iUREOS010Q IMAMS?ITO RSERANDAMAEOR DNICNOMADIANNEL PROTE000NTWITH TWOIOMMWIB THE SOLE EREPRODUCD,005 LAMLE O MAY LURE THE SFEYOTTHESIUCTUTOMNS CIMOONENTARS TS DUNWRFANTTON AND/OR T, RBPNROAMPE[OGHMDOP FORXMERSVNKMING.SWO.=S OEMUS MVMORRUSED M[[OLD NOTBUIIO WIIHOUTTNE EXPRESS WOR IMMRETNELFETYOTIESTRUCNI NOT MTEOOMEAOMOON OF TEMC110010IAC SOLVAM9WCOWWRDDREpIA➢ION OE COMING. MMpMNAMWMEMYNIED AI® REDISTRIBUTED WITHOUTCROW EXPRESS EN LIESONNs Dim INCLUOS,CIRBNOIICH 0361OT,MADRE REMOVED NMPYBLMYM,fiM SE FM BOLT MANED PRIORFOR OANUGTg1O6N1110S9mE I DM CONSENT Of CROWN CASTLE Mi0ROOWNSICO MAYWM[ worTERTTI 51 MMEN OF THE 010Cr.REMOVED NM SHILL MMAW ME R. MACESBOL IASENIMNIALL STRUCTURAL MEMBERS REPRESENTEDN W60MWWRGRFWMELCIXWT PLL MANSIONS. THE ELVATIONS AM.FAWN LONDONNOOW403IER. AL PROPOSED GxoO REPLACED NM SHALL BOINIOF00WCE ILA SUCH OF THE S. MIMEO BY THECMVACTOS AM.EXISTING OR TOHIOmNNG1CMMOWNOHTH14MW0NGSMTONORALL BE D 9. OM BE rLEAST 70RREANTTDBDLTswANMTwFEIMMRMlI15SFOR TMMTMBlxD1081 MODIFICATION DRAWING VMMTDCYONWONTNTII PROTETBFGINNIma51AUNMS ALE CONG.FMRIGT.NOP BELOLHTMAA OE THE NMIN UTAMEFAOOFANEpMMNE-rm. IMRmiORiXf Boa CNDiOBE CONSTRUCTION LEEFIWOMON INGMOER.COS MUBESNNLp0TLGIECgHIMRRMWWGLIN Um BELOW THE FPQOiNE WTMM1MMfNING6(CMREIEN. O!OW ER ANDS WIS.NM�EPAIM[I MUST 6 RIMMED BEI YM4W CONTINE RACTOR IFTO TIE IE X ANTIll W.OL TOHE CONTACT DOCUMENTS BENSO NOMFGRElI IN ANIXI0P Bi0 PROCEED WITH T1EWgK TMCU(II. W[UMFNR WNGT WMGi[MFMRXOmO • CONSTRUCTION.ME CDNMARM SHALL SIINAV11 ANOTMRTHE WORN MOOS SOLELY mRCTON MFAAM,RET 0I0 R TTd0C3OT4.SEQUENCES NB PAM1 W REB m!E4V111101 UI MIENSIE MINE MomAxD/OPILO FOB SHAD NOT INCLUDE INSIECNONof THE PNOTECTIYE MEASURES NM PROCEDURES 6. THE DESIGN Wm3RTIME DIMONTS0 WANES THE TOWER AND BENT MERMEN, BEEN WELL M0M4NED,M GOOD COMMON AND ME WITHOUT MECT.BENT MERMEN•N00611 CORRODED SOMBER, LOOSE MLR,COMMIT WOOL AND OTHER STPUCIUML DEFECTS HALO NOT BEEN CONNMRM LIMBS SFECRNALLT NOMO TMTTWE0E ASSUMED TOM PLUMB/MONE SITE IS ASSUMED LEVEL THE OWNER AMI/OR EOR SHALL M MOOED I MECLMIY IF ANY*[IMAMS AIN FWMO. I. THE CWIPA[TINI SHALL WNS LLcmwORT BrmTHE NE THE awEEP 5PRCPERTY,RIME NEST ON APPROVED EASEMENTS.RIS THE RESPONSIBILITY Cif THE.CONTRACTOR TO WNW WON W PEMC€MFD`MTMN THESE BOUNOMES.COMTRUCTIOI STAMNG AIM MNNONY MMNM ON PFSNINSMIIITY OF TM COMMON THE CONTRACTOR SHALL EI00EY A SURVEYOR AS BEQWPBO,MN WOIYdMS9f MERE BOUNDARIES. M TM BdDARIES.SHILL ...MOVED WRITING BV T OWR NE B. ME[ORPNTNR MAN M INSWLBIE ETNEL1OIN WITH GT MAWI.N W611MINWNG 4LWAY PMCAUTIOS.ONO.WOORMS IN COXMCNON WIIXTHE WORK TIE COMRARUP NS 6040 iENR INSURING 0IOGIJ WIOIEE.PERFORMED COWLES WREN ALLNPUUTION SOOTY COOES NO GONEMIRMWRTENN. 9. ACLI:SSTOTE PROPOSED WORK SIN MAY M RESTRICTED.TIE COMPACTOR SWILL COORDINATE REV. DARE DESCRIPTIONNIEMEOmllunI N<MEW I8M4I0 1G WPRY1MpB OM E5 AM MATERIAL LM O [ES,WTT m NWNIPMEMENT LEASING AGM TOP APPROVAL b MECOLIMEIORLMLLSECMM4LMCE4M MIWR EDIT gNIS mac,mom ALL AWL0S1E BOYERI GMEMCTES.MECOTRATOR WILL BF MMONSME NM AMG WALL Emmaus WO RE W MEMQITS OF THE R PM RS- II. ALLWTFNM MIMED FOR TINS PROTECT MUST M NEW WO FREE OE ANY DEFECTS AM MOSTE RML • ANSINUIIOM M,INCLUDED BUT N11191E70 TO AMMO SNOT WO/OR STRENGTHS,MUST BE APRWhO MINE ECM. SITE INFORMATION: 1 IX. U W NISSSNMMMERWLCE ALL NEW MEMBERS SHAD AMMAM THE MING MEMBER WmRMG , MOM E AND NOT INTRODUCE ECCEMRICMISIMOMI STRICTURE, M. nNIMMA010WRwTMPE11C0au 01S w0TIIFI411141 lfsloxEN 1000041111 040000 MAID OIWIIG WEST PORTLAND(10094051) WO/OP MIMING MATERIALS. IS, ALL MNNRMTRMRV INSTRUCTIONS SHOJI M FOLLOWED EXACTLY.ANY DEIAITON M6VIMS DMITEx Om BMW APPRw4 MIRE TIE ERR. u1ISW NSMgM9)1S3 IS. INC CONTRACTOR ISRESPONSIBLE.EON 3EMPGNIALL ANTENNAS Y REMOVING COAX,MAUER.ANTEN MOUNTS ANRAN(OTHER TOWER APPURAMMFCL THAT MAT INIFRFME`MIIITIE INSTILLATION OMIT TOWER SITE NUMBER: MOW FICA-EMS.ALL TOWER APPURTENANCES MUST M RFPIACE AND/OR RESTORED TO III 0RIWNM - • - LOCATION.SOME MOUNTS ORATTACIM1N15 MAY REQUIRE CUSTOM MmMGTONTO MOONILY FIT ALLOWABLE ANGLE COPE BOLT SCHEDULE WORKABLE GAGES B74135 THE MOTFMO REGION OF THE SINUCNPE,TEA CUSTOM 040001S0R ARMHMENTSM1 DESIGNED BY OTHERS AND MUST MAMMO WTHF OWMfryFOR MOP IOREMOVAL ANT CARRIER DOWNTIME COPED AN COHM CCBF MONO STANDARD SNORT MIN EDGE _ _ MONOMER: n113E5 DIAMETER HOLE SLOT INSTANCE DESIGNED BY: NM MCWPdNATEO WRH ME OWNER IN WRRING, IRIS Mi SPACING LEG ?T/T TIN W. DONNE SCALE MM.. • 1/f 9/16 9/I6M1/19 TTS 1-]/]• G 1�3/B — _- CDRAWN FM NEIXEO BY: iu 5/0 11/16 11/1657/11 1-118 1-7/8 • DATE: MINI, TM 13/16 13/1611 I-IA 0-1ST ) dWNAONS GYIN IN .W. 7/B 15/16 IS/16T1.1/3 I-try :5/5 7 MENES AEnnnE• DOLT (WED 1 1-1/36 11/16Y15/16 33/1 3 - MATCH EXISTING WHEN NOTES ANGLE MNAPPIIGM£. 1. ALL DIMENSIONS REPRESENTED M THE ABOVE TAMES ME MSC FMIONS GIVEN IN MINIMUM RIWIRESAEN1S.CONTRACTOR SHALL VERIFY EM0STXG CONDITIONS IN PIELD AND NOTIFY ENGINEER M DISTANCES ARE - SHOT MOT HOES LESS THAN MOSE PROVIDED. SHANONTYBEILSE° N 01 WEN MIMEO 7. THE DIMENSIONS PROVIDED ME MINIMUM REQUIREMENTS NS.THE SA ACTUMDMINSIONS OF PROPMS1M MEMBEM WT!HIN RHEA "' . DRAWINGS MAY VARY ERODE THE AM MINIMUM REQUIREMENT. A 41 NOTES: N. • AMENNAE&GRATING NOT SHOWN FOR CLARITY �xi a lox. • ALLFIEID DRILLED HOLESSNALL SE SOLVENT CLEANED MAD TO DIED UP WIIMIWO COATS OF EPIC RICH PAINT CROWN • MESS MATERIALS SMALL BE REMOVER AND DISPOSED Off SITE BY THE CONTRACTOR • CONTRACTOR SHALL ROTATE MOUNT TO MATCH LABELED MAIMS PRIOR TO MOMFICANONS. , CASTLE PROPOSED M.A.P3 STO PIPE FACE MEMBER prism-MDR. (IYP.OF l PER ALPHA A GAMMA SECTOR,A TOTAL} POD ttee 1,1 OF FFACG MWMNPETOCEDON&RELOCATED LD TO CENTER OOE00311F1,111, OOLESA NEEDED(f.V.LOGTON MFIELD DRILL BOLT f�' MOLES AS NLOEOI(1YP.Of 1PfR ALPXA&GAMMA SUITE 33ofsa-N]3 j12 SECTORS ONLY) DOSING MOUNT PIPE TO BE REMOVED a MSPOSEO OFESITE BY THE MIXTRACTOI [Mfifx: MP.OF I PER SECTOR V TOTAL) 8� ` PROPOSED KICKER KIT,SITEPROI PM:PRN-1345L `® AS NEEDED) b:ANT.1W63)IRA.LENGTH&TRIM ARMS AT&T A NEEDED A THEM DOOIMEMS ARE CONFIDENTIAL ASSORT ENISLING PIPE A CLAMP SETTO BE REMOVED ® THE SOLE PROPERTY OF CROWN CASTLE MO MAY &DISPOSES OTFSTEE BY THE CONTRACTOR �� NOT BE REPRODUCED,DISSEMINATED OR PROPOSED CROSSOVER MT,SABRE PM:C30]DOBtl REDISTRIBUTEDWTMODT THE EI@MSS WRITTEN (rvR of lTOTALI O • S) CONSENT OF CROWN CASTLE MP.OF A P:R GAMMA MP.OF<PER WMMASERORI EXISTING MONOPOLE TOWER \ MODIFICATION DRAWING EXISTING MOUNT M.(Tvv.l •,. . Alts1;00,4 I E`JME�f�� �\ G O^ EMSTRYOSTMOOFF(TVP.) EVERTING PAR MEMBER(M.) `•. lit \*. AIII ' • PROPOSED UY'MU PLATE ' PP-M-0•)OM OF 3 TOTAL) REV. DATE DESCRIPTION DROWSED Pl S1O.PNESTANDOFF (LENGM VARIES FROM I'-l'TO TO 3 FN.) (M.CIF PER AIPNA8 GAMMA SECTOR R'MALI44 .-- r PROPOSED ll/-0•PI STD MOUNT PIPE N 9 \ \ MP.OF I PER MINA A GAMMA p ' �•,� ` SECTOR,A TOTAL) a p •\ 40 ` \ SITE INFORMATION: 111116,11111‘ ( _ WEST PORTLAND(10094051) u5v3WMRAWRDE Tw1 .oBnm t•11 _- S8 NUMBER: iimaissais 874135 POD NUMBER: vwvm Pill DESIGNED BY: YN DRAWN 0Y: TN DATE� SC •, r FOBY: OS/SI OMt PROPOSED CROSSOVER KIT,SHRINES P/Ie SCKT-U - ICONMATi:AME.I6986)M.OE IAPER ALPHA SKEET TRIP: SECTOR,IO PER GAMMA SECTOR,IA TOTAL) ,�.� PLAN VIEW PLAN VIEW Ih"=f-o• S-01 NOTES: • ANTENNAE A GRATING NOT SHOWN FOR CURRY �AW • ALL NEW DRILLED HOLES SHALL BF SOLVENT CLEANED AND TOUCHED UP WON ONO COATS OF RC RICH PNM roa • EXCESS MATERIALSSHALLBE REMOVED AND DISPOSED OFF SITE REUSE CONTRECTOIR CROWN FASTING NPR it CLAMP MT TO RE REMOVED (M.Of SKR ALPHAE GAMMA MOUNTNPRCASTLE 0 DISPOSED WRITE BY THE CONTRACTOR SCOWL A TOM ITTP.Of]TOTAL) T1TZ pExGrx VARIES FROM 1•-r TO 3'4f F.D.) COOING MOULD PIPE TO RE REMOVED P. MLY6ED OffSFTE KLEIN CONTRACTOR OVA DFA MRuwus GAMMA SECTOR,If LOUD) MP.of I PER SECTOR,3TOTAL) E — suaae(sw o�nL .»� —I xowla]ao EXISTING MOUNT PIPE DTP.) 1 I a IAT&T PROPOSED SO'fi IPE'PS STD.P FACE MEMBER • Ammo.Norm (TYP.Of 3 PER ALPHA GAMMA SECTOR OTOTAL) I 11 TIME DOCUMENTS ARE CONFIDENTIAL AND OM m TIIf SOLE S RURD FY OFCROWH CASTLE ANO MAY NOT BF REMOUCFD,DISYMINATED OR LEMSTRINUTED WTTNOUTTHE EXPRESS WRITTEN CONSENT Of CROWN CASTLE II i• I.•,v MODIFICATION DRAWING 1 L 1 I� 11 J i 11 II EYISTNG PACE MEMBER(Mt I I I n 11 it 1 1L.._.. • F41SECTOR.ID PER GAMMA SECTOR.to TOTAL) I PROPOSED 1(3•THICK PLATE IA'A•ILO'ILI1P.Of 3 TOTAL) REV. DATE DESCRIPTION / _ N CASTING MOUNT PIPE TO BE RELOCATED TO CENTER WE INFORMATION: OF FACE MEMBER IF.V.LOCATION&FIELD DRILL BOLT HOLES AS NEEDED)(TYP.OF 1 PER ALPHA GAMMA/ SECTORSONLYI WEST PORTLAND(10094051) ODD AY65M AYENUE T A NwP,wnm II-TM _ _ - PROPOSED LACNT.PIT,I ISV..LE GT:PRXXIM0 -� AS NEEDTR'.Wf16A61)(F_V.IEXGM Pa TAM ARRAS SITE NUMBER: 874135 As NEEDED) 874135 POD NUMBER: 22-Inns DESIGNED BY: MA DRAWN Aft IN DOMING MONOPOLE TOWER CXEClfOBY: JUT OAR. MOW» SHEET TITLE ALPHA ELEVATION • ALPHA ELEVATION VIEW VIEW Ln•-1•-0• 5-02 ` / NOTES: 1 • ANTENNAE B AMONG NOT SHOWN FOR CWtHY • ALL FIELD DRILLED NOTES%MUNE SOLVENT CLEANED AND TOUCHED UP WITH TWO COATS OF CRC RICH PAINT • SIMS MATERIALS.SHALL NE REMOVED AND DISPOSED OM SITE BY THE CONDUCTOR CROWN ,,„,CASTLE • DOTING PIPE B CLAMP SET TO BE REMOVED MP. Irto'P3 SDI MOUNT PIPE F DISPOSED OFENTE BY THE CONTRACTOR (IYP.63FERXPNA BGAMBIA AYE MNulem MVP.OF C TOTACI SECTOR,ATOIALI �Y P PROPOSED PI SW.PK STANDOFF (LENGTH VARIE FROM 1'—r TO 3,73 i.V.l (SEP.OF 4 PER MENA&OMAHA SECTOR,B TOTAI PI IWFIi[lE 1.FP\ll FT, '.. • — — ,N, II I i PRONGAT•[ EIMS)O,SABREP/M:CIpy12$ AT&T 1 (COHMATlCEg4B1f15) L .y.� iT CITE OF A PER GAMMA SECTOR) ill: i v - By E B THESE WCLMEMIS OE CROWNCA SAND ME ^-TM!'� 1 iHFSOIF PROPUTY OE CROWN CAME AND MAY I PROPOSED U.S"P3 STD.PIPE FACE MEMBER NOT ITHOUT,IX55EMINATEOOR (SW.OFC PER ALPHAIGAMMA SECTOR,6TOTAI REpSTNBURD WRHWiT1f F}sZWRWRITTEN I [O•LSENCCE CROWN CANTLE. MODIFICATION DRAWING --m I L SIN I I 1 I EMSTMG PAU AMAGER(TYP.) l II V A 4 II �II IA 4• 4Ia/4, 1I '�_ I PROPOSED CROSSOVER KR,&TOMO PETSC%I.D (COMMA,A ANE.16361NW.Of IA PER ALPHA J SFLlO1)10 PTA GAMMA SECTOR,HI TOTALS) I _ RFY. DATE DESCRIPTION ,11 I PROPOSED liC THICK PLATE I IA-3'%C-0'IIM.Oi 3 TOTAL) I 1 IXIS11Nfi MO11XT%Pf MP.) I I I SITE INFORMATION) I COSTING MOUNT PIPE TO BE RELOCATED TO CENTER OF FACE MEMBER Ia/.LOCATION&HELD DRILL BOLT WEST PORTLAND(10094051) / HOLES AS NEEDED)(TAP,OE I PER ALPHA&GAMMA ® SECW6ON(S) IMUAW MTR AWN. FNMA oft SEE 4 1 • SITE NIBABER: L. PROPOSED KJfMEaED.SITEPRO1 P/N:PRK-Suss 874135 ONDE AMT.I&fill IF,V LENGTH AS NEEDED) PINT : II131Ma DESIGNED NED IV:BY: EN DRAWN BE 1N LATE: Y: Ec E%ISPISE MOUNT PIPE ID BE MMOVEOI EASPOSWFFSI OE BY THE CONTACTOR DATE VANED DTP,OF 1 PER SECT00.3TOTNJ EMOTING MONOPOLE TOWE0. SHEET TALE: GAMMA ELEVATION GAMMA ELEVATION VIEW VIEW ]n•-rr S-03 I NOTES ANTLNNPE\GRATING NOT SHOWN FOR CLARITY NY6wttMfo POI.. • ALL FIELD DRILLED MOLE SN•D.BE SOLVENT CLEANED AND TOUCHED UP WIIN TWO COATS OP INC R1CX Paul • EXCESS MATERIALS SHALL BE REMOVED AND DISPOSED OFF SE BTTNE CONTRACT* / _/ 'CROWN \R/CASTLE PROPOSED l/T O BOLT W/LOOMS NUTS O WASHERS P O D MELD DRILL9/16'0 BOLT NOES AS NEEOE0I COSTING STANOttEANGIE)COP.) ..� (TYR,OF 6 PER CORNER PLATE.IB TOTAL) LNXa sum 6eo-xwizz�z Jz1. • j/�B/ ID (3E%ISTNGFA[EMEMBERITAPI - AT&T o ® NRR. THESE DOCUMENTS ARE CONFIDENR AND D ARE 41All il III II THE SOLE PROPERTY OF CROWN CASRE AND MAY ® NOT GE REPRODUCED.DISSE EXPRESS ED INAT OR ♦ REDISTRIBUTED WITHOUT THE PRESS WRITTEN • CONSENT OF CROW CASTLE. IPK-%- MODIFICATION DRAWING PROPOSED OCHER KIT BOLTED TO PROPOSED PLATE (F.V.LOCATION L PIRO DRILL I1116'0 BOLT DETAIL © PROPOSED sir TIC PATE(90rnWi NOES AS NEEDED)WICKER KIT CONNECTION _ (CONTRACTOR SMALL TRIM ATE TO MATCH CENTERED ON CORNER PATE) 1-in'- w'- S-03 ANGLE OF FACE MEMBER)(AP.OT 3 TOTAL) EX1STN6 STANDOFF ANGLE(TIP.) REV. DATE DESCRIPTION EXISTING FACE MEMBER(TYRA LT6 IHFORMIATION. WEST PORTLAND(10094051) i TN]MRDR n3 PROPOSED lir 0SOLT W/LOCKING NUTS ASHfiK yTE NUMBER (FIELD DRILL 9A6'0 BOLT NIXES AS NEEDED) OW.OP6PER CORNER PAID.LA DUISW 651M.1YFXU[ TOTAL) 874135 Af- OW POD NUMBER: 2,121315 DESIBr PROPOSED TRICK PA N-3 PLATE . "XS'D'1 DRAWN B )CONTRACTORPO SMALL TRIM PATE TO PAAMI DRAWN BY:: 1TIKal ITS' PROPOSEDMCKER 10T BOLTED TO PROPOSED PATE .ANGLE DF LACE MEMBER)UV.OF 3 TOTAL) OIEEKEO BY: ISO NV.LOCATION 8 FIELD ORNLl1/16'0ROIT DATE: M/{f/M1 COXES AS NEEDED){KICKER KIT WMELTON /� SHEET TTRE CENTERED ON CORNER NATO SECTION 1-1 -E.0' - S-03 SECTION VIEWS S-04 i MODIFICATION INSPECOON CHECKLIST CROWN BEFORE CONSTR11L11ON LURING CDNSTINCITON AFTER CONSTRUCTION CASTLE CONSTRUCROTI/INSTAILATION INSPECTION COHSTRUCTIONIINTTA11ATTON INSPECTION CON RUCTION/NISTA/RATION INSPECTION R313 n•r•unN MO TESTING REQUIRED(COMPLETED IN REPORT RFM NEC TESTING REQUIRED(COMP/ETEDBY REPORT REM ANOTESTING REEIUIIED(COMPLETED BY REPENT ITEM ENGINEER Of RECORD) ENGINEER Of RECORD) ENGINEER U RECORD/ POD X MODIFICATION INSPECTION CHECKLIST DWG % CONSTRUCTION NSPECTNNI CAS REQUIRED % MODIFICATION INSPECTOR REDONE OR - _ SY CROWN) RECORD DMWNIGIA f+lt•I. N'uI-51t9 _ ENGINEER OF RECORD APPROVED SHOP POST INSTALLER ANCHOR ROD PULL.OH DRAWINGS - FOUNDATIOMINSPECTON • TESTING cun• 33°R313111 n33> • FMRICATOH INSPECTION - TCONRETE COMP.STREMGM AND SLUMP % PHOTOGRAPHS EST Iw+xan. X MATERIAL TEST REPORT • POST INSTALLED AHCNOR ROD VERIFICATION AT&T pogiNlNN TESTING MD INSPECTION • FABRICATOR NOE INSPRCRg1 - BASE PLATE GROUT VERIFICATION THESE DOCUMENTS ARE CONFIDENTIAL AND ARE NOR REPO0.iOMONOPOLE RAMP/ATE CAS _ THIRD PARTY CERTIFIED WHO INSPECTION THE SOLE PROPERTY OF CROWN CASTLE AND MAY REQUIRED) XTHRERE RJIF REPRODUCED DISSEMINATED 00R REpS1MRC NS CONSENT OFH CROWS CASTLE. YRIREN X PAC/GIPS SLIP _ EARTHWORKUIRED) RMDDFNSM(REPORT [WYxTO[AOWXFwSTi F. REQUIRED) ADDITIONAL TESTING AND INSPECTOR X OR SITE COLD DNVANDING VERIFICATIONMODIFICATION DRAWING • GUY WARE TENSION REPORT X GC AS-BUILT DOCUMENTS ADDITIONAL TESTING AND INSPECTION(AS REQUIRED BY CROWN MI AHGTION INSPECTION NOTES: INSPECTION PFNMD MODIFICATION INSPECRON').THE GC SHALL WORK WITH • REVIEW THE REQUIREMENT OE THE MODIFICATION INSPECTION CHECKLIST MODIFICATION INSPECTOR TO COORDINATE A RUMINATION PLAN IN ONE OF GENERIC TWO WAD: • WORE-SGE MODIFICATION IMPOR TO ELImo,INCLUDING N OP A LULENATOUNDATI CONDUCT 1. THE MOMOOBINANDAON REVIEW O ANSTRUCflN11)11. E I ANDWER ON-YTF MOgpCNTIOXINSPELIDuo,INCWMNGiWNDATIONINSPFCfKI6 • COMERFAONC ISSUES RCTO COMPLY TSWON AIDTHE COORDINATE SUPPLEMENT SPPMpENT IN REPORTS T EN AND THE INSTALLATION Of COIN INSPECTIONASCONSISEDIACOTHER THEO ORIGINAL CIXRFCOON ORM OR R O HERS A APPROVAL, MTH THE TO ENSURE l NAMELY THE ACCORDANCE FACAROEDINRAWI • BETTER INICERSTAXDMLITSPECI1p11 ANDTFSTLNGREQUIREMENTS MAT OR THE ENGIEE WITHFRECORD TOWNEALIAN VLL,THE DC WTINIHE CONTRACT DOCUMENTS.NAMELYTIE MOOIFiGiItliDMWXG5.,AS MAY WORK WITH THE ENGINEER OF TO RFXAHATCIT THE REV DATE DESCRIPTION DESIGNED RY THE ENGINEER OF SECOND. L THE GC SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESIATSIN MODIGTBHI/REINFORCEMENT USING ALRUNT CCNdRW. ACCORDANCE WITH THE REQUIREMENTS Of THE MOWFKATON INSPECTION D. ME MODIFICATION INSPECTION IS TO CONFIRM INSTAWTON CONFIGURATION CHECIfIFST. VERIFICATION INSPECTIONS: AND WORXMANSHIPN ONLY AN NOT A RENEW Of THE MODIFICATION DESIGN ITSEL F.NOR DOES THE MODIFICATION INSPECTOR TARE OWNERSHIP OF THE RECOMMENDATIONS. I. ROWER OWTRERCCODALS THE MGHT TO WWRKT A VERIFICATONWSFERRN MODIFICATION DESIGN.OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN TO VERIFY THE ACCURACY AND COMPLETENESS OF PREVIOUSLY COMPLETED EFFECTIVENESS AND INTENT RESIDES WITH THE ENGINEER OF RECORD AT ALL 1. IT ISSUGGESTED THAT THE GC PROVIOM S BUSINESS OARS MOgGTOH AND INSPECTION-ID ON TOWER MODIFICATION PRODUCTS. TIMES. NOTICE. .TO THE YY FOR HE MODIFICATION INSPECTOR TOIANDIRG IEBUSINESSH SITE WILL BE CATION INSPECTION TO BE CONDUCTED. SITE INFORMATION: 3. TO ENSURE THAT THE REQUIREMENT OF THE MODIFICAUOI INSPECTION ARE 2 VERIFICATION MODIICTION INSPECTION ISCOBE ,CONDUCTED NV AN INOfHDATE ORT MM METIER MET,IT IS VITAL THAT THE GENERAL CONTRACTOR GC AND THE MODIFICATION • THE GC AND MODIFICATION INSPECTOR COORDINATE CLOSELY THROUGHOUT AMOgEIGTONNROFR6WMPLFTED,MM MOOCH ATIOMim IEOgN ( IACCEPTED-PASSINGTHEIOGMNAL NONCE XSPECROH MOpRCATLpXINSPERON• PAYMENT BEGINCOAMUNIGTON ANC THAT EA )PASTE IL SOON REPO5APOOR THE ENTIRE PROJECT. RM0.IFglTNEONWINN NONCE WEST PORTLAND I100940511 REAMEMSUTQMfO O HER RFDTIATEb1 PART/WILLBF PRONG-NYE IN REACHING OUT TO THE OTXF0.PARTY. • WHEN ONGITPOSSIBLE SIMAT NEOUSI,TO WIRE'TENSIONING AND REQUIRED PHOTOS: 6COMSO INEI OPERATIONS.FOR ANY GUY WIRE TENSIONING OR rw*MFSR moms 112a MODIFKATONIMSPEROR: REOENSONRNG OPERATIONS. S. BETWEEN THEA GC NDmoTNEMRNSPEOFNATOLLOWIHG%OTREPORT; ARE Tlp'WU'oPS]nP TO BE TAKEN AND INCLUpEO IN THE MODIFICATION INSPECTION REPORT: 1. THE MODIFICATION INSPECTOR N REQUIRED MOOTOAOMARPEC GC ION TO: RONDUC BENEFICIAL FIX/NORMSSTALL/INSPECTION TO ALLOW ONS FOUNDATION SITE IRIMBER: RFCFIMNGAPoOR PAYMENT FORME MOgNGTOIINSRERKKf N: CONDUCTING THEONE IT ALLOW FWXWTONANO • PREXWNSIRUCIEON GENERAL SITE CONdTIN MWIFICATIOXINEPERIONIS)DONE IN ONE SITE VISIT. 874135 • REVIEW THE REQUIREMENT OF THE MODIFICATION IMSPECMIN CHEMIST • CONTWM➢ONARECEGTN MIT INO ECTiO NI MOON NATION • WHEN POSSIBLE,RE DURING PREFERRED THE O HAVE THE ATION AND M RCN THEREFORE. WfdTRUCTION/FRRONANTI WLPECTON DEDHUMRR: II-LELPs • wORK THE ALTO DEVfIOPnSODEgNf tODOLOUR IXi-YTF EL MAY ON-SITEAY CHOSE COR6NATEHELMGROHR6NINSPE.T1ERCAREFULLE DESIGNED • INSPECTIONS TO ENSRE0.YfONUCTIONTETHEM00T THEIR DISPOSAL GN N1113EN ••RAW M OF AIL DRAWN BY: TM TO ENSUREALL ITE.CONSTRUCTION F.1OUTF5AT THEIR 06Pp5AL WHEN iXEM -WELDPHOTOSPEPALLGINIGLDEfAILS /TTCNEDBY: INC EV • gSWSSANT SIOSNCRK INSPECTIONS OR CONGERIES INSPECTOR IS ON SITE. —WELD PREPARATION aT' M/IP/IDR3 IS —DWNDAT LI MON AIDE ON D. THE MOCN (GC) SPECTIN MO TESP COLLECTINGWHOOCLILL UHCELLAl1OHMOEWY5IH SCHEMED MODIFICATION INSPECTION: ••DOLT INSTALLED OND $XER1RtE: CONTRACTOR(GC) THE APO TEST REPORTS.TS,CONDUCTING G THE OOCUE[NTS ••SURF C OA CONDITION FOPECTADHERENCE DOTHFWNMAIT DOCUMENTS,N INWCTNG REPOT, L M THE GCMO MODIFICATION WTEONWY WH TINEN nSURFA(E COATING REPAIR MODIFICATION DNSPERONS,ANDSINAYTIING IXf MODIFICATION INSPECTION REPdR, MODIFICATION.THE OWNER SNLBE CONDUCTED,S AND EITHER ARTY CANCELS OR MARL DOTOWER OFRTHER NOT BE RESPONSIBLELATE TO NE ANY COSTS,LIATONFEEL • POST CONDITION PHOTOGRAPHS CHECKLIST GENERAL CONTACTOR: DELAY/DEPOSITS BYAND/ORITHOMFR PENALTIESRANTMUTEEPIOEWKEBAtI E MAD IN GC TO DELAY DILY/CAN EUATIOR PANTYCAUSEDRTWEATH EXCEPTIONS MNDITONDfIA • COMPLETE&DCONIXOONANT OTHER ATTONSPHOTOSDEEMED RELEVANT TO SHOW L RECEIVING APOORMCMIREDPATMENT FOR THE MOdHGTIONINSPECTOR AS LLATOOR As THE COMPROMISE THENNNY OF Til BYWGSTINVLVED. RCOHDIIONSTXAI COMPLETE DExiAISOMCgfKATI[INS TWINNE 6 R JECT PAYMFMTFORTHE ML101FKATWN INSTNLATCNOR MAY WMMOMNFTXE SAFETY Oi TIDE PMTF$INVOLVED. T{KWNEYPROER TO: 3. PHOTOEIND ELEVATED A1T, OXSTAIIEN FROM THE GROUND SNALLRE MI-01 CORRECTION OF FAILING MOOFKATOHINSPFRXM: CO151DFRf01NADFQIMTF. 1. N THE FAOGFKATON INSTALLATION WOULD TAIL THE MODIFICATION