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Home My WebLink AboutPLANS Antenna 1040 Big Thompson Ave 2021-04-16LOCATION MAP NO SCALE SITE INFORMATION CARRIER/APPLICANT: SHEET # DRAWING INDEX SHEET DESCRIPTION SITE PHOTO T-MOBILE SITE NUMBER: T-MOBILE SITE NAME: T-MOBILE PROJECT: BUSINESS UNIT #: SITE ADDRESS: COUNTY: SITE TYPE: TOWER HEIGHT: DN01277C ESTES_VILLAGE ANCHOR 851969 LARIMER BUILDING 35'-0" 1040 BIG THOMPSON AVE. ESTES PARK, CO 80517 TOWN OF ESTES PARK (970) 577-3588 ELECTRIC PROVIDER: CENTURY LINK (281) 359-9519 TELCO PROVIDER: GROUND ELEVATION: 40° 23' 0.15" -105° 30' 21.42" U FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION OCCUPANCY CLASSIFICATION: A.D.A. COMPLIANCE: MAP/PARCEL #: TOWN OF ESTES PARKJURISDICTION: 2519-306-002 CHUNG T-MOBILE DN01277C LARIMER AREA OF CONSTRUCTION:EXISTING NAD83 A PROPERTY OWNER: CROWN ATLANTIC COMPANY LLC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 TOWER OWNER: IIBTYPE OF CONSTRUCTION: 7607 FT. 1040 BIG THOMPSON AVE ESTES PARK, CO 80517 CHUNG VINCENT I/MARY C 1040 BIG THOMPSON AVE ESTES PARK, CO 80517 CROWN CASTLE USA INC. SITE NAME: LAT/LONG TYPE: LONGITUDE: LATITUDE: CURRENT ZONING: COUNTY: SITE ADDRESS:TITLE SHEETT-1 OVERALL SITE PLANC-1.1 C-1.2 C-2 C-3 C-4 EXISTING EQUIPMENT PLAN FINAL EQUIPMENT SCHEDULE FINAL ELEVATION & ANTENNA PLANS G-1 GROUNDING DETAILS GENERAL NOTEST-2 EQUIPMENT SPECS ATTACHED PLUMBING DIAGRAM T-MOBILE 2323 DELGANY STREET DENVER, CO 80216 PROJECT TEAM A&E FIRM: CROWN CASTLE USA INC. DISTRICT CONTACTS: TOWER ENGINEERING PROFESSIONALS 4710 E ELWOOD ST, STE 9 PHOENIX, AZ 85040 BRYCE NORTHCUTT - PROJECT MANAGER BRYCE.NORTHCUTT@CROWNCASTLE.COM JONATHAN BAIN - CONSTRUCTION MANAGER JONATHAN.BAIN@CROWNCASTLE.COM 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 STRUCTURAL ANALYSIS: DATED: APPLICABLE CODES/REFERENCE DOCUMENTS TOWER SCOPE OF WORK: ·REMOVE (6) COMBINERS ·REMOVE (3) DIPLEXERS ·REMOVE (3) ANTENNAS ·REMOVE (3) TMAs ·INSTALL (1) HYBRID CABLE ·INSTALL (7) MOUNT PIPES ·INSTALL (6) ANTENNAS ·INSTALL (6) RADIOS GROUND SCOPE OF WORK: ·REMOVE ALL EXISTING RRUS ·REMOVE (1) ESMB ·REMOVE (1) FSMB ·REMOVE (1) FBBC ·REMOVE (4) FXFC ·REMOVE (3) FRBG ·REMOVE (1) EQUIPMENT CABINET ·INSTALL (2) EQUIPMENT CABINETS ·INSTALL (2) JUNCTION BOXES ·INSTALL (2) ASIB ·INSTALL (2) ASIK ·INSTALL (3) ABIA ·INSTALL (4) ABIL ·INSTALL (3) ABIC ·INSTALL (2) AMIA PENDING PENDING REFERENCE DOCUMENTS: ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: CODE TYPE CODE BUILDING 2018 IBC MECHANICAL 2018 UMC ELECTRICAL 2017 NEC PROJECT DESCRIPTION MOUNT ANALYSIS: DATED: PENDING PENDING RFDS REVISION: DATED: 3 9/10/2020 CALL COLORADO ONE CALL (800) 922-1987 CALL 3 WORKING DAYS BEFORE YOU DIG! C-1.3 FINAL EQUIPMENT PLAN C-5 EQUIPMENT SPECS T-1 REVISION:SHEET NUMBER: 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 2323 DELGANY STREET DENVER, CO 80216 1 TOWER ENGINEERING PROFESSIONALS 4710 E ELWOOD ST, STE 9 PHOENIX, AZ 85040 OFFICE: (480) 285-0036 www.tepgroup.net ISSUED FOR: DRWNREV DESCRIPTION DES./QADATE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. HMM010/14/20 KLP CONSTRUCTION Graham M. Andres, P.E. Professional Engineer License: #42045 T-MOBILE SITE NUMBER: DN01277C BU #: 851969 CHUNG T-MOBILE DN01277C 1040 BIG THOMPSON AVE. ESTES PARK, CO 80517 EXISTING 35'-0" BUILDING HMM110/19/20 KLP CONSTRUCTION 10/19/20 KEITH HAHN - A&E SPECIALIST KEITH.HAHN@CROWNCASTLE.COM T-2 REVISION:SHEET NUMBER: 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 2323 DELGANY STREET DENVER, CO 80216 0 TOWER ENGINEERING PROFESSIONALS 4710 E ELWOOD ST, STE 9 PHOENIX, AZ 85040 OFFICE: (480) 285-0036 www.tepgroup.net ISSUED FOR: DRWNREV DESCRIPTION DES./QADATE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. HMM010/14/20 KLP CONSTRUCTION Graham M. Andres, P.E. Professional Engineer License: #42045 T-MOBILE SITE NUMBER: DN01277C BU #: 851969 CHUNG T-MOBILE DN01277C 1040 BIG THOMPSON AVE. ESTES PARK, CO 80517 EXISTING 35'-0" BUILDING C-1.1 REVISION:SHEET NUMBER: 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 2323 DELGANY STREET DENVER, CO 80216 0 TOWER ENGINEERING PROFESSIONALS 4710 E ELWOOD ST, STE 9 PHOENIX, AZ 85040 OFFICE: (480) 285-0036 www.tepgroup.net ISSUED FOR: DRWNREV DESCRIPTION DES./QADATE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. HMM010/14/20 KLP CONSTRUCTION Graham M. Andres, P.E. Professional Engineer License: #42045 T-MOBILE SITE NUMBER: DN01277C BU #: 851969 CHUNG T-MOBILE DN01277C 1040 BIG THOMPSON AVE. ESTES PARK, CO 80517 EXISTING 35'-0" BUILDING C-1.2 REVISION:SHEET NUMBER: 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 2323 DELGANY STREET DENVER, CO 80216 0 TOWER ENGINEERING PROFESSIONALS 4710 E ELWOOD ST, STE 9 PHOENIX, AZ 85040 OFFICE: (480) 285-0036 www.tepgroup.net ISSUED FOR: DRWNREV DESCRIPTION DES./QADATE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. HMM010/14/20 KLP CONSTRUCTION Graham M. Andres, P.E. Professional Engineer License: #42045 T-MOBILE SITE NUMBER: DN01277C BU #: 851969 CHUNG T-MOBILE DN01277C 1040 BIG THOMPSON AVE. ESTES PARK, CO 80517 EXISTING 35'-0" BUILDING C-1.3 REVISION:SHEET NUMBER: 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 2323 DELGANY STREET DENVER, CO 80216 0 TOWER ENGINEERING PROFESSIONALS 4710 E ELWOOD ST, STE 9 PHOENIX, AZ 85040 OFFICE: (480) 285-0036 www.tepgroup.net ISSUED FOR: DRWNREV DESCRIPTION DES./QADATE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. HMM010/14/20 KLP CONSTRUCTION Graham M. Andres, P.E. Professional Engineer License: #42045 T-MOBILE SITE NUMBER: DN01277C BU #: 851969 CHUNG T-MOBILE DN01277C 1040 BIG THOMPSON AVE. ESTES PARK, CO 80517 EXISTING 35'-0" BUILDING C-2 REVISION:SHEET NUMBER: 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 2323 DELGANY STREET DENVER, CO 80216 1 TOWER ENGINEERING PROFESSIONALS 4710 E ELWOOD ST, STE 9 PHOENIX, AZ 85040 OFFICE: (480) 285-0036 www.tepgroup.net ISSUED FOR: DRWNREV DESCRIPTION DES./QADATE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. HMM010/14/20 KLP CONSTRUCTION Graham M. Andres, P.E. Professional Engineer License: #42045 T-MOBILE SITE NUMBER: DN01277C BU #: 851969 CHUNG T-MOBILE DN01277C 1040 BIG THOMPSON AVE. ESTES PARK, CO 80517 EXISTING 35'-0" BUILDING HMM110/19/20 KLP CONSTRUCTION 10/19/20 C-3 REVISION:SHEET NUMBER: 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 2323 DELGANY STREET DENVER, CO 80216 1 TOWER ENGINEERING PROFESSIONALS 4710 E ELWOOD ST, STE 9 PHOENIX, AZ 85040 OFFICE: (480) 285-0036 www.tepgroup.net ISSUED FOR: DRWNREV DESCRIPTION DES./QADATE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. HMM010/14/20 KLP CONSTRUCTION Graham M. Andres, P.E. Professional Engineer License: #42045 T-MOBILE SITE NUMBER: DN01277C BU #: 851969 CHUNG T-MOBILE DN01277C 1040 BIG THOMPSON AVE. ESTES PARK, CO 80517 EXISTING 35'-0" BUILDING HMM110/19/20 KLP CONSTRUCTION 10/19/20 C-4 REVISION:SHEET NUMBER: 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 2323 DELGANY STREET DENVER, CO 80216 1 TOWER ENGINEERING PROFESSIONALS 4710 E ELWOOD ST, STE 9 PHOENIX, AZ 85040 OFFICE: (480) 285-0036 www.tepgroup.net ISSUED FOR: DRWNREV DESCRIPTION DES./QADATE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. HMM010/14/20 KLP CONSTRUCTION Graham M. Andres, P.E. Professional Engineer License: #42045 T-MOBILE SITE NUMBER: DN01277C BU #: 851969 CHUNG T-MOBILE DN01277C 1040 BIG THOMPSON AVE. ESTES PARK, CO 80517 EXISTING 35'-0" BUILDING HMM110/19/20 KLP CONSTRUCTION 10/19/20 NOKIA AEHC FRONT TOPSIDE RADIO ANTENNA FRONT TOPSIDE FRONT TOPSIDE C-5 REVISION:SHEET NUMBER: 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 2323 DELGANY STREET DENVER, CO 80216 0 TOWER ENGINEERING PROFESSIONALS 4710 E ELWOOD ST, STE 9 PHOENIX, AZ 85040 OFFICE: (480) 285-0036 www.tepgroup.net ISSUED FOR: DRWNREV DESCRIPTION DES./QADATE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. HMM010/14/20 KLP CONSTRUCTION Graham M. Andres, P.E. Professional Engineer License: #42045 T-MOBILE SITE NUMBER: DN01277C BU #: 851969 CHUNG T-MOBILE DN01277C 1040 BIG THOMPSON AVE. ESTES PARK, CO 80517 EXISTING 35'-0" BUILDING G-1 REVISION:SHEET NUMBER: 2055 S. STEARMAN DRIVE CHANDLER, AZ 85286 2323 DELGANY STREET DENVER, CO 80216 0 TOWER ENGINEERING PROFESSIONALS 4710 E ELWOOD ST, STE 9 PHOENIX, AZ 85040 OFFICE: (480) 285-0036 www.tepgroup.net ISSUED FOR: DRWNREV DESCRIPTION DES./QADATE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. HMM010/14/20 KLP CONSTRUCTION Graham M. Andres, P.E. Professional Engineer License: #42045 T-MOBILE SITE NUMBER: DN01277C BU #: 851969 CHUNG T-MOBILE DN01277C 1040 BIG THOMPSON AVE. ESTES PARK, CO 80517 EXISTING 35'-0" BUILDING FOR REFERENCE ONLY Revision # Date Issued Description 0 April 15, 2021 Original structural analysis 1 April 16, 2021 Updated Wind Speed Date: April 16, 2021 Bryce Northcutt Tower Engineering Professionals Crown Castle 326 Tryon Road 370 Mallory Station Road, Suite 505 Raleigh, NC 27603 Ranklin, TN 37067 (919) 661-6351 (615) 771-4311 SP@tepgroup.net Subject: Structural Analysis Report - Revision 1 Carrier Designation: T-Mobile Carrier Site Number: DN01277C Carrier Site Name: N/A Crown Castle Designation: Crown Castle BU Number: 851969 Crown Castle Site Name: Chung T-Mobile DN01277C Crown Castle JDE Job Number: 584640 Crown Castle Order Number: 497138 Rev. 1 Engineering Firm Designation: TEP Project Number: 255730.502330 Site Data: 1040 Big Thompson Ave., Estes Park, Larimer County, CO 80517 Latitude 40° 23' 0.15'', Longitude -105° 30' 21.42'' Shrouded Antenna Mounts and Rooftop Dear Bryce Northcutt, Tower Engineering Professionals is pleased to submit this “Structural Analysis Report” to determine the structural integrity of the above mentioned structure. The purpose of the analysis is to determine acceptability of the structure stress level. Based on our analysis we have determined the stress level for the structure under the following load case, to be: LC5: Proposed Equipment Configuration Sufficient Capacity Note: See Table 1 for the existing and proposed loading This analysis has been performed in accordance with the 2018 International Building Code based upon an ultimate 3-second gust wind speed of 175 mph. Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria. Structural analysis prepared by: Ryan W. Tschetter, P.E. Respectfully submitted by: Martin L. Piercey, P.E. Mount Capacity Supporting Structure Capacity 89.6% 3.6% 04/16/2021 Martin L Piercey Digitally signed by Martin L Piercey DN: c=US, o=TEP OPCO LLC, ou=A01410C00000170D4226C96 0000E553, cn=Martin L Piercey Date: 2021.04.16 15:09:06 -04'00' April 16, 2021 Shrouded Antenna Mounts and Rooftop Structural Analysis Report CCI BU No 851969 TEP Project Number 255730.502330, Order 497138, Revision 1 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 - Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A RISA-3D Output 7) APPENDIX B Additional Calculations April 16, 2021 Shrouded Antenna Mounts and Rooftop Structural Analysis Report CCI BU No 851969 TEP Project Number 255730.502330, Order 497138, Revision 1 Page 3 1) INTRODUCTION This analysis is for existing shrouded rooftop mounts and the supporting rooftop on a 23.7-ft building. TEP visited the site in December of 2020 to perform a structure and appurtenance mapping. All information provided to TEP was assumed to be accurate and complete. 2) ANALYSIS CRITERIA Building Code: 2018 International Building Code TIA-222 Revision: TIA-222-H Risk Category: II Ultimate Wind Speed: 175 mph Exposure Category: C Topographic Category: 1 (Kzt = 1.0) Seismic Design Category: B Service Wind Speed: 60 mph Ground Snow: 30 psf Per Sections 1103.1 and 1103.2 of the 2018 International Existing Building Code the main gravity and lateral force resisting system of the building structure does not require analysis/modification as the demand-capacity ratio with the additional antennas and equipment is no more than 5 percent and 10 percent greater respectively than the demand-capacity ratio with the additional antennas and equipment ignored. Table 1 - Proposed Equipment Configuration Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) 36.0 36.0 3 Commscope FFVV-65C-R3-V1_TMO 6 2 7/8 1-1/2 3 Nokia AEHC 2 Commscope HCS 2.0 Part 1 3 Nokia AHFIG_TMO 3 Nokia AHLOA_T-Mobile 3) ANALYSIS PROCEDURE Table 2 - Documents Provided Document Remarks Source Cupola Design Drawings Charles Steckly Architecture, dated December 29, 2014 TEP Preliminary Construction Drawings Tower Engineering Professionals, Inc. TEP No. 255730.445667, dated October 19, 2020 TEP Rooftop Mapping Tower Engineering Professionals, Inc., TEP No. 255730.472578, dated December 21, 2020 TEP Correspondence Correspondence from Crown Castle in reference to the proposed loading. Order 497138 Rev. 1 Crown Castle 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 mount and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. April 16, 2021 Shrouded Antenna Mounts and Rooftop Structural Analysis Report CCI BU No 851969 TEP Project Number 255730.502330, Order 497138, Revision 1 Page 4 3.2) Assumptions 1) The structure was built and maintained in accordance with the manufacturer’s specifications. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Table 1. 3) All structure components are in sufficient condition to carry their full design capacity. 4) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is left to the carrier or structure owner to ensure conformance. 5) All mounting hardware is structurally sufficient to carry the full design capacity requirements of appurtenance wind area and weight as provided by the original manufacturer specifications. 6) The following material grades were assumed: a) Steel pipes: ASTM A53-B-35 b) Douglas Fir #2 or an equivalent wood grade 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 structure. 4) ANALYSIS RESULTS Table 3 - Component Stresses vs. Capacity4 Notes Component Elevation (ft) % Capacity Pass / Fail 1,2 FRP Framing 36.0 64.0 Pass 1 Wood Framing 36.0 89.6 Pass 1,3 Rooftop Framing at Shroud Location 36.0 3.6 Pass Structure Rating (max from all components)4 = 89.6% Notes: 1) See additional documentation in “Appendix A - RISA-3D Output” for calculations supporting the % capacity listed. 2) See additional documentation in “Appendix B - Additional Calculation” for calculations supporting the % capacity listed. 3) Rooftop framing is based on a load comparison from the design loads at the time of the previous rooftop modifications. Per the 2018 IEBC, no further analysis is required since the stress in the members has not increased by more than 5%. 4) Rating per TIA-222-H Section 15.5 4.1) Recommendations 1) If the load differs from that described in Table 1 of this report or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The shrouded antenna mount and rooftop have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. April 16, 2021 Shrouded Antenna Mounts and Rooftop Structural Analysis Report CCI BU No 851969 TEP Project Number 255730.502330, Order 497138, Revision 1 Page 5 APPENDIX A RISA-3D OUTPUT Tower Engineering Profes... Ryan W. Tschetter, P.E. TEP No. 255730.502330 Chung T-Mobile DN01277C (BU 851969) SK - 1 Apr 16, 2021 at 9:53 AM FRP Enclosure.r3d Y XZ Company : Tower Engineering Professionals Apr 16, 2021 9:53 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) (Global) Model Settings Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation? Increase Nailing Capacity for Wind? Include Warping? Trans Load Btwn Intersecting Wood Wall? Area Load Mesh (in^2) Merge Tolerance (in) P-Delta Analysis Tolerance Include P-Delta for Walls? Automatically Iterate Stiffness for Walls? Max Iterations for Wall Stiffness Gravity Acceleration (ft/sec^2) Wall Mesh Size (in) Eigensolution Convergence Tol. (1.E-) Vertical Axis Global Member Orientation Plane Static Solver Dynamic Solver 5 97 Yes Yes Yes Yes 144 .12 0.50% Yes Yes 3 32.2 24 4 Y XZ Sparse Accelerated Accelerated Solver Hot Rolled Steel Code Adjust Stiffness? RISAConnection Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Aluminum Code Stainless Steel Code AISC 15th(360-16): ASD No None None AWC NDS-18: ASD < 100F None None None - Building None Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections? Use Cracked Sections Slab? Bad Framing Warnings? Unused Force Warnings? Min 1 Bar Diam. Spacing? Concrete Rebar Set Min % Steel for Column Max % Steel for Column 4 4 Exact Integration .65 Rectangular Yes Yes No Yes No REBAR_SET_ASTMA615 1 8 RISA-3D Version 17.0.4 Page 1 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:53 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) (Global) Model Settings, Continued Seismic Code Seismic Base Elevation (ft) Add Base Weight? Ct X Ct Z T X (sec) T Z (sec) R X R Z Ct Exp. X Ct Exp. Z SD1 SDS S1 TL (sec) Risk Cat Drift Cat ASCE 7-16 Not Entered Yes .02 .02 Not Entered Not Entered 3 3 .75 .75 1 1 1 5 I or II Other Om Z Om X Cd Z Cd X Rho Z Rho X 1 1 4 4 1 1 General Material Properties Label E [ksi] G [ksi] Nu Therm (/1E5 F) Density[lb/ft^3] 1 gen_Conc3NW 3155 1372 .15 .6 145 2 gen_Conc4NW 3644 1584 .15 .6 145 3 gen_Conc3LW 2085 906 .15 .6 109.999 4 gen_Conc4LW 2408 1047 .15 .6 109.999 5 gen_Alum 10100 4077 .3 1.29 173 6 gen_Steel 29000 11154 .3 .65 490 7 gen_Plywood 1800 38 0 .3 35 8 RIGID 1e+6 .3 0 0 9 gen_Conc3NW_1 3155 1372 .15 .6 145 10 gen_Conc4NW_1 3644 1584 .15 .6 145 11 gen_Conc3LW_1 2085 906 .15 .6 109.999 12 gen_Conc4LW_1 2408 1047 .15 .6 109.999 13 gen_Alum_1 10600 4077 .3 1.29 173 14 gen_Steel_1 29000 11154 .3 .65 490 15 FRP shape 2600 450 .3 4.4 121 16 FRP panels 2600 450 .3 .32 107 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E5 F) Density[lb/ft^3] Yield[ksi] Ry Fu[ksi] Rt 1 A992 29000 11154 .3 .65 490 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 490 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 490 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 .65 490 35 1.6 60 1.2 7 FRP 2600 425 .33 .32 107 36 1.5 58 1.2 RISA-3D Version 17.0.4 Page 2 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:53 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Wood Material Properties Label Type Database Species Grade Cm Emod Nu Ther... Dens[lb/ft^3] 1 DF Solid Sawn Visually Graded Douglas Fir-Larch No.2 1 .3 .3 35 2 SP Solid Sawn Visually Graded Southern Pine No.1 1 .3 .3 35 3 HF Solid Sawn Visually Graded Hem-Fir No.1 1 .3 .3 35 4 SPF Solid Sawn Visually Graded Spruce-Pine-fir No.1 1 .3 .3 35 5 24F-1.8E DF Balanced Glulam NDS Table 5A 24F-1.8E_DF_BAL na 1 .3 .3 35 6 24F-1.8E DF Unbala...Glulam NDS Table 5A 24F-1.8E_DF_U...na 1 .3 .3 35 7 24F-1.8E SP Balanced Glulam NDS Table 5A 24F-1.8E_SP_BAL na 1 .3 .3 35 8 24F-1.8E SP Unbala...Glulam NDS Table 5A 24F-1.8E_SP_U...na 1 .3 .3 35 9 1.3E-1600F_VERSA...SCL Boise Cascade 1.3E-1600F_VER...na 1 .3 .3 35 10 1.35E LSL_SolidStart SCL Louisiana Paci...1.35E LSL_Solid...na 1 .3 .3 35 11 1.3E_RIGIDLAM LVL SCL Roseburg For...1.3E_RIGIDLAM ...na 1 .3 .3 35 12 2.0E_DF Parallam P...SCL TrusJoist 2.0E_DF Paralla...na 1 .3 .3 35 13 LVL_PRL_1.5E_225...Custom N/A LVL_PRL_1.5E_...na 1 .3 .3 35 14 LVL_Microlam_1.9E...Custom N/A LVL_Microllam_1...na 1 .3 .3 35 15 PSL_Parallam_2.0E...Custom N/A PSL_Parallam_2....na 1 .3 .3 35 16 LSL_TimberStrand_...Custom N/A LSL_TimberStran...na 1 .3 .3 35 17 DF/SPine Solid Sawn Visually Graded Com Species Gr...No.1 1 .3 .3 35 18 HF/Spruce Fir Solid Sawn Visually Graded Com Species Gr...No.1 1 .3 .3 35 19 24F-1.8E DF Balanc...Glulam NDS Table 5A 24F-1.8E_DF_BAL na 1 .3 .3 35 20 24F-1.8E DF Unbala...Glulam NDS Table 5A 24F-1.8E_DF_U...na 1 .3 .3 35 21 24F-1.8E SP Balanc...Glulam NDS Table 5A 24F-1.8E_SP_BAL na 1 .3 .3 35 22 24F-1.8E SP Unbala...Glulam NDS Table 5A 24F-1.8E_SP_U...na 1 .3 .3 35 23 LVL-PRL Commercia...Custom N/A LVL_PRL_1.5E_...na 1 .3 .3 35 24 LVL-PRL Commercia...Custom N/A LVL_PRL_2.0E_...na 1 .3 .3 35 25 8.75x36 Glulam NDS Table 5A 16F1.3E_DF_BAL na 1 .3 .3 35 General Section Sets Label Shape Type Material A [in2] Iyy [in4] Izz [in4] J [in4] 1 GEN1A RE4X4 Beam gen_Conc3NW 16 21.333 21.333 31.573 2 RIGID None RIGID 1e+6 1e+6 1e+6 1e+6 3 GEN3 None gen_Plywood 1e+6 1e+6 1e+6 1e+6 Hot Rolled Steel Section Sets Label Shape Type Design ... Material Design ... A [in2] Iyy [in4] Izz [in4] J [in4] 1 Shroud Columns HSS3X3X4 None None FRP Typical 2.44 3.02 3.02 5.08 2 Horizontals HSS3X3X4 None None FRP Typical 2.44 3.02 3.02 5.08 3 Mount Supports HSS3X3X4 None None FRP Typical 2.44 3.02 3.02 5.08 4 Mount Pipes PIPE_2.0 Nominal None None A53 Gr.B Typical 1.075 .666 .666 1.331 5 Roof Rafter HSS3X3X4 None None FRP Typical 2.44 3.02 3.02 5.08 6 Roof Fascia HSS3X3X3 None None FRP Typical 1.89 2.46 2.46 4.03 7 Roof Lips PL4x3/8 None None FRP Typical 1.5 .018 2 .066 Wood Section Sets Label Shape Type Design List Material Design ... A [in2] Iyy [in4]Izz [in4] J [in4] 1 GLULAM BEAM 8.75X36FS Beam None 24F-1.8E DF Unbalanced Typical 315 2009....34020 6808.... 2 Header 2-2X4 Beam Rectangular DF Typical 10.5 7.875 10.719 15.255 3 Studs 2X4 Column Rectangular DF Typical 5.25 .984 5.359 2.877 4 Sill Beam 2X4 Beam Rectangular DF Typical 5.25 .984 5.359 2.877 5 Corner Posts 2-2X6 Beam Rectangular DF Typical 16.5 12.375 41.594 32.615 RISA-3D Version 17.0.4 Page 3 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:53 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 1 N40 Reaction Reaction Reaction 2 N41 Reaction Reaction Reaction 3 N60 Reaction Reaction Reaction 4 N61 Reaction Reaction Reaction 5 N159 Reaction Reaction Reaction 6 N478 Reaction Reaction Reaction 7 N479 Reaction Reaction Reaction 8 N480 Reaction Reaction Reaction 9 N481 Reaction Reaction Reaction 10 N482 Reaction Reaction Reaction 11 N483 Reaction Reaction Reaction 12 N484 Reaction Reaction Reaction 13 N485 Reaction Reaction Reaction 14 N486 Reaction Reaction Reaction 15 N487 Reaction Reaction Reaction 16 N488 Reaction Reaction Reaction 17 N489 Reaction Reaction Reaction 18 N490 Reaction Reaction Reaction 19 N491 Reaction Reaction Reaction 20 N492 Reaction Reaction Reaction 21 N493 Reaction Reaction Reaction 22 N494 Reaction Reaction Reaction 23 N495 Reaction Reaction Reaction 24 N496 Reaction Reaction Reaction Member Primary Data Label I JointJ Jo...K Jo...Rot... Section/Shape Type Design List Material Design Rules 1 M1 N8 N4 Shroud Columns None None FRP Typical 2 M2 N6 N2 Shroud Columns None None FRP Typical 3 M3 N7 N3 Shroud Columns None None FRP Typical 4 M4 N9 N5 Shroud Columns None None FRP Typical 5 M5 N6 N7 Horizontals None None FRP Typical 6 M6 N7 N9 Horizontals None None FRP Typical 7 M7 N9 N8 Horizontals None None FRP Typical 8 M8 N8 N6 Horizontals None None FRP Typical 9 M9 N2 N3 Horizontals None None FRP Typical 10 M10 N3 N5 Horizontals None None FRP Typical 11 M11 N5 N4 Horizontals None None FRP Typical 12 M12 N4 N2 Horizontals None None FRP Typical 13 M13 N13 N11 Shroud Columns None None FRP Typical 14 M14 N12 N10 Shroud Columns None None FRP Typical 15 M15 N17 N15 Shroud Columns None None FRP Typical 16 M16 N16 N14 Shroud Columns None None FRP Typical 17 M17 N20 N18 Shroud Columns None None FRP Typical 18 M18 N21 N19 Shroud Columns None None FRP Typical 19 M19 N24 N22 Shroud Columns None None FRP Typical 20 M20 N25 N23 Shroud Columns None None FRP Typical 21 M21 N26 N31 Horizontals None None FRP Typical 22 M22 N27 N37 Horizontals None None FRP Typical 23 M23 N29 N32 Horizontals None None FRP Typical 24 M24 N28 N34 Horizontals None None FRP Typical 25 M25 N31 N33 Horizontals None None FRP Typical 26 M26 N37 N35 Horizontals None None FRP Typical 27 M27 N32 N30 Horizontals None None FRP Typical RISA-3D Version 17.0.4 Page 4 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:53 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Primary Data (Continued) Label I JointJ Jo...K Jo...Rot... Section/Shape Type Design List Material Design Rules 28 M28 N34 N36 Horizontals None None FRP Typical 29 M29 N33 N27 Horizontals None None FRP Typical 30 M30 N35 N29 Horizontals None None FRP Typical 31 M31 N30 N28 Horizontals None None FRP Typical 32 M32 N36 N26 Horizontals None None FRP Typical 33 M33 N2 N3 90 Header Beam Rectangular DF Typical 34 M34 N4 N5 90 Header Beam Rectangular DF Typical 35 M35 N4 N2 90 Header Beam Rectangular DF Typical 36 M36 N5 N3 90 Header Beam Rectangular DF Typical 37 M37 N40 N60 90 Sill Beam Beam Rectangular DF Typical 38 M38 N41 N61 90 Sill Beam Beam Rectangular DF Typical 39 M39 N61 N60 90 Sill Beam Beam Rectangular DF Typical 40 M40 N41 N40 90 Sill Beam Beam Rectangular DF Typical 41 M41 N2 N40 Studs Column Rectangular DF Typical 42 M42 N4 N41 Studs Column Rectangular DF Typical 43 M43 N42 N44 Studs Column Rectangular DF Typical 44 M44 N43 N45 Studs Column Rectangular DF Typical 45 M45 N46 N48 Studs Column Rectangular DF Typical 46 M46 N47 N49 Studs Column Rectangular DF Typical 47 M47 N50 N52 Studs Column Rectangular DF Typical 48 M48 N51 N53 Studs Column Rectangular DF Typical 49 M49 N54 N56 Studs Column Rectangular DF Typical 50 M50 N55 N57 Studs Column Rectangular DF Typical 51 M51 N3 N60 Studs Column Rectangular DF Typical 52 M52 N5 N61 Studs Column Rectangular DF Typical 53 M53 N4 N41 90 Studs Column Rectangular DF Typical 54 M54 N5 N61 90 Studs Column Rectangular DF Typical 55 M55 N58 N60A 90 Studs Column Rectangular DF Typical 56 M56 N59 N61A 90 Studs Column Rectangular DF Typical 57 M57 N62 N64 90 Studs Column Rectangular DF Typical 58 M58 N63 N65 90 Studs Column Rectangular DF Typical 59 M59 N66 N68 90 Studs Column Rectangular DF Typical 60 M60 N67 N69 90 Studs Column Rectangular DF Typical 61 M61 N70 N72 90 Studs Column Rectangular DF Typical 62 M62 N71 N73 90 Studs Column Rectangular DF Typical 63 M63 N2 N40 90 Studs Column Rectangular DF Typical 64 M64 N3 N60 90 Studs Column Rectangular DF Typical 65 M65 N22 N23 90 Mount Supports None None FRP Typical 66 M66 N18 N19 90 Mount Supports None None FRP Typical 67 M67 N24 N25 90 Mount Supports None None FRP Typical 68 M68 N20 N21 90 Mount Supports None None FRP Typical 69 TME MP-1 N162 N161 90 Mount Pipes None None A53 Gr.B Typical 70 MP-3 N166 N165 90 Mount Pipes None None A53 Gr.B Typical 71 MP-4 N164 N163 90 Mount Pipes None None A53 Gr.B Typical 72 M72 N171 N167 Roof Lips None None FRP Typical 73 M73 N170 N167 Roof Lips None None FRP Typical 74 M74 N167 N169 Roof Lips None None FRP Typical 75 M75 N167 N168 Roof Lips None None FRP Typical 76 M76 N171 N168 90 Roof Fascia None None FRP Typical 77 M77 N168 N169 90 Roof Fascia None None FRP Typical 78 M78 N169 N170 90 Roof Fascia None None FRP Typical 79 M79 N170 N171 90 Roof Fascia None None FRP Typical 80 M80 N172 N167 90 Roof Rafter None None FRP Typical 81 M81 N178 N177 90 Roof Rafter None None FRP Typical 82 M82 N181 N180 90 Roof Rafter None None FRP Typical 83 M83 N173 N167 90 Roof Rafter None None FRP Typical 84 M84 N187 N180 90 Roof Rafter None None FRP Typical RISA-3D Version 17.0.4 Page 5 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:53 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Primary Data (Continued) Label I JointJ Jo...K Jo...Rot... Section/Shape Type Design List Material Design Rules 85 M85 N190 N189 90 Roof Rafter None None FRP Typical 86 M86 N174 N167 90 Roof Rafter None None FRP Typical 87 M87 N196 N189 90 Roof Rafter None None FRP Typical 88 M88 N199 N198 90 Roof Rafter None None FRP Typical 89 M89 N175 N167 90 Roof Rafter None None FRP Typical 90 M90 N205 N198 90 Roof Rafter None None FRP Typical 91 M91 N208 N177 90 Roof Rafter None None FRP Typical 92 MP-1 N473 N472 90 Mount Pipes None None A53 Gr.B Typical 93 MP-2 N475 N474 90 Mount Pipes None None A53 Gr.B Typical 94 TME MP-2 N477 N476 90 Mount Supports None None FRP Typical 95 M95 N5 N61 90 Corner Posts Beam Rectangular DF Typical 96 M96 N3 N60 90 Corner Posts Beam Rectangular DF Typical 97 M97 N4 N41 90 Corner Posts Beam Rectangular DF Typical 98 M98 N2 N40 90 Corner Posts Beam Rectangular DF Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only PhysicalDefl Ratio Optio...Analysis... Inactive Seismi... 1 M1 BenPIN BenPIN Yes ** NA **None 2 M2 BenPIN BenPIN Yes ** NA **None 3 M3 BenPIN BenPIN Yes ** NA **None 4 M4 BenPIN BenPIN Yes ** NA **None 5 M5 Yes ** NA **None 6 M6 Yes ** NA **None 7 M7 Yes ** NA **None 8 M8 Yes ** NA **None 9 M9 Yes ** NA **None 10 M10 Yes ** NA **None 11 M11 Yes ** NA **None 12 M12 Yes ** NA **None 13 M13 BenPIN BenPIN Yes ** NA **None 14 M14 BenPIN BenPIN Yes ** NA **None 15 M15 BenPIN BenPIN Yes ** NA **None 16 M16 BenPIN BenPIN Yes ** NA **None 17 M17 BenPIN BenPIN Yes ** NA **None 18 M18 BenPIN BenPIN Yes ** NA **None 19 M19 BenPIN BenPIN Yes ** NA **None 20 M20 BenPIN BenPIN Yes ** NA **None 21 M21 BenPIN BenPIN Yes ** NA **None 22 M22 BenPIN BenPIN Yes ** NA **None 23 M23 BenPIN BenPIN Yes ** NA **None 24 M24 BenPIN BenPIN Yes ** NA **None 25 M25 BenPIN BenPIN Yes ** NA **None 26 M26 BenPIN BenPIN Yes ** NA **None 27 M27 BenPIN BenPIN Yes ** NA **None 28 M28 BenPIN BenPIN Yes ** NA **None 29 M29 BenPIN BenPIN Yes ** NA **None 30 M30 BenPIN BenPIN Yes ** NA **None 31 M31 BenPIN BenPIN Yes ** NA **None 32 M32 BenPIN BenPIN Yes ** NA **None 33 M33 Yes None 34 M34 Yes None 35 M35 Yes None 36 M36 Yes None 37 M37 Yes None 38 M38 Yes None RISA-3D Version 17.0.4 Page 6 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Advanced Data (Continued) Label I Release J Release I Offset[in] J Offset[in] T/C Only PhysicalDefl Ratio Optio...Analysis... Inactive Seismi... 39 M39 Yes None 40 M40 Yes None 41 M41 BenPIN BenPIN Yes ** NA **None 42 M42 BenPIN BenPIN Yes ** NA **None 43 M43 BenPIN BenPIN Yes ** NA **None 44 M44 BenPIN BenPIN Yes ** NA **None 45 M45 BenPIN BenPIN Yes ** NA **None 46 M46 BenPIN BenPIN Yes ** NA **None 47 M47 BenPIN BenPIN Yes ** NA **None 48 M48 BenPIN BenPIN Yes ** NA **None 49 M49 BenPIN BenPIN Yes ** NA **None 50 M50 BenPIN BenPIN Yes ** NA **None 51 M51 BenPIN BenPIN Yes ** NA **None 52 M52 BenPIN BenPIN Yes ** NA **None 53 M53 BenPIN BenPIN Yes ** NA **None 54 M54 BenPIN BenPIN Yes ** NA **None 55 M55 BenPIN BenPIN Yes ** NA **None 56 M56 BenPIN BenPIN Yes ** NA **None 57 M57 BenPIN BenPIN Yes ** NA **None 58 M58 BenPIN BenPIN Yes ** NA **None 59 M59 BenPIN BenPIN Yes ** NA **None 60 M60 BenPIN BenPIN Yes ** NA **None 61 M61 BenPIN BenPIN Yes ** NA **None 62 M62 BenPIN BenPIN Yes ** NA **None 63 M63 BenPIN BenPIN Yes ** NA **None 64 M64 BenPIN BenPIN Yes ** NA **None 65 M65 BenPIN BenPIN Yes ** NA **None 66 M66 BenPIN BenPIN Yes ** NA **None 67 M67 BenPIN BenPIN Yes ** NA **None 68 M68 BenPIN BenPIN Yes ** NA **None 69 TME MP-1 BenPIN BenPIN Yes ** NA **None 70 MP-3 BenPIN BenPIN Yes ** NA **None 71 MP-4 BenPIN BenPIN Yes ** NA **None 72 M72 Yes ** NA **None 73 M73 Yes ** NA **None 74 M74 Yes ** NA **None 75 M75 Yes ** NA **None 76 M76 Yes ** NA **None 77 M77 Yes ** NA **None 78 M78 Yes ** NA **None 79 M79 Yes ** NA **None 80 M80 Yes ** NA **None 81 M81 Yes ** NA **None 82 M82 Yes ** NA **None 83 M83 Yes ** NA **None 84 M84 Yes ** NA **None 85 M85 Yes ** NA **None 86 M86 Yes ** NA **None 87 M87 Yes ** NA **None 88 M88 Yes ** NA **None 89 M89 Yes ** NA **None 90 M90 Yes ** NA **None 91 M91 Yes ** NA **None 92 MP-1 BenPIN BenPIN Yes ** NA **None 93 MP-2 BenPIN BenPIN Yes ** NA **None 94 TME MP-2 BenPIN BenPIN Yes ** NA **None 95 M95 BenPIN BenPIN Yes None RISA-3D Version 17.0.4 Page 7 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Advanced Data (Continued) Label I Release J Release I Offset[in] J Offset[in] T/C Only PhysicalDefl Ratio Optio...Analysis... Inactive Seismi... 96 M96 BenPIN BenPIN Yes None 97 M97 BenPIN BenPIN Yes None 98 M98 BenPIN BenPIN Yes None Hot Rolled Steel Design Parameters Label Shape Length[ft] Lbyy[ft] Lbzz[ft] Lcomp top[ft] Lcomp bot[ft] L-torq... Kyy Kzz Cb Function 1 M1 Shroud Col...6.75 Lateral 2 M2 Shroud Col...6.75 Lateral 3 M3 Shroud Col...6.75 Lateral 4 M4 Shroud Col...6.75 Lateral 5 M5 Horizontals 6.5 Lateral 6 M6 Horizontals 6.5 Lateral 7 M7 Horizontals 6.5 Lateral 8 M8 Horizontals 6.5 Lateral 9 M9 Horizontals 6.5 Lateral 10 M10 Horizontals 6.5 Lateral 11 M11 Horizontals 6.5 Lateral 12 M12 Horizontals 6.5 Lateral 13 M13 Shroud Col...6.75 Lateral 14 M14 Shroud Col...6.75 Lateral 15 M15 Shroud Col...6.75 Lateral 16 M16 Shroud Col...6.75 Lateral 17 M17 Shroud Col...6.75 Lateral 18 M18 Shroud Col...6.75 Lateral 19 M19 Shroud Col...6.75 Lateral 20 M20 Shroud Col...6.75 Lateral 21 M21 Horizontals 1.667 Lateral 22 M22 Horizontals 2.167 Lateral 23 M23 Horizontals 2.167 Lateral 24 M24 Horizontals 2.167 Lateral 25 M25 Horizontals 3.083 Lateral 26 M26 Horizontals 2.167 Lateral 27 M27 Horizontals 2.167 Lateral 28 M28 Horizontals 2.167 Lateral 29 M29 Horizontals 1.75 Lateral 30 M30 Horizontals 2.167 Lateral 31 M31 Horizontals 2.167 Lateral 32 M32 Horizontals 2.167 Lateral 33 M65 Mount Supp...6.5 Lateral 34 M66 Mount Supp...6.5 Lateral 35 M67 Mount Supp...6.5 Lateral 36 M68 Mount Supp...6.5 Lateral 37 TME MP-1 Mount Pipes 6.75 Lateral 38 MP-3 Mount Pipes 6.75 Lateral 39 MP-4 Mount Pipes 6.75 Lateral 40 M72 Roof Lips 6.175 Lbyy Lateral 41 M73 Roof Lips 6.175 Lbyy Lateral 42 M74 Roof Lips 6.175 Lbyy Lateral 43 M75 Roof Lips 6.175 Lbyy Lateral 44 M76 Roof Fascia 8.5 Lateral 45 M77 Roof Fascia 8.5 Lateral 46 M78 Roof Fascia 8.5 Lateral 47 M79 Roof Fascia 8.5 Lateral 48 M80 Roof Rafter 4.48 Lateral 49 M81 Roof Rafter 2.24 Lateral RISA-3D Version 17.0.4 Page 8 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Hot Rolled Steel Design Parameters (Continued) Label Shape Length[ft] Lbyy[ft] Lbzz[ft] Lcomp top[ft] Lcomp bot[ft] L-torq... Kyy Kzz Cb Function 50 M82 Roof Rafter 2.24 Lateral 51 M83 Roof Rafter 4.48 Lateral 52 M84 Roof Rafter 2.24 Lateral 53 M85 Roof Rafter 2.24 Lateral 54 M86 Roof Rafter 4.48 Lateral 55 M87 Roof Rafter 2.24 Lateral 56 M88 Roof Rafter 2.24 Lateral 57 M89 Roof Rafter 4.48 Lateral 58 M90 Roof Rafter 2.24 Lateral 59 M91 Roof Rafter 2.24 Lateral 60 MP-1 Mount Pipes 6.75 Lateral 61 MP-2 Mount Pipes 6.75 Lateral 62 TME MP-2 Mount Supp...6.75 Lateral Wood Design Parameters Label Shape Length[... le2[ft] le1[ft] le-bend to... le-bend bo... Kyy Kzz CV Cr y sway z sway 1 M33 Header 6.5 1.333 Lbyy 2 M34 Header 6.5 1.333 Lbyy 3 M35 Header 6.5 1.333 Lbyy 4 M36 Header 6.5 1.333 Lbyy 5 M37 Sill Beam 6.852 1.333 Lbyy 6 M38 Sill Beam 6.852 1.333 Lbyy 7 M39 Sill Beam 6.5 1.333 Lbyy 8 M40 Sill Beam 6.5 1.333 Lbyy 9 M41 Studs 2.958 1 Lbyy Yes 10 M42 Studs 2.958 1 Lbyy Yes 11 M43 Studs 2.525 1 Lbyy Yes 12 M44 Studs 2.525 1 Lbyy Yes 13 M45 Studs 2.092 1 Lbyy Yes 14 M46 Studs 2.092 1 Lbyy Yes 15 M47 Studs 1.658 1 Lbyy Yes 16 M48 Studs 1.658 1 Lbyy Yes 17 M49 Studs 1.225 1 Lbyy Yes 18 M50 Studs 1.225 1 Lbyy Yes 19 M51 Studs .792 1 Lbyy Yes 20 M52 Studs .792 1 Lbyy Yes 21 M53 Studs 2.958 1 Lbyy Yes 22 M54 Studs .792 1 Lbyy Yes 23 M55 Studs 2.958 1 Lbyy Yes 24 M56 Studs .792 1 Lbyy Yes 25 M57 Studs 2.958 1 Lbyy Yes 26 M58 Studs .792 1 Lbyy Yes 27 M59 Studs 2.958 1 Lbyy Yes 28 M60 Studs .792 1 Lbyy Yes 29 M61 Studs 2.958 1 Lbyy Yes 30 M62 Studs .792 1 Lbyy Yes 31 M63 Studs 2.958 1 Lbyy Yes 32 M64 Studs .792 1 Lbyy Yes 33 M95 Corner Po....792 1 34 M96 Corner Po....792 1 35 M97 Corner Po...2.958 1 36 M98 Corner Po...2.958 1 RISA-3D Version 17.0.4 Page 9 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 1 : Dead) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 Y -.062 .25 2 MP-2 Y -.062 .25 3 MP-4 Y -.062 .25 4 MP-2 Y -.05 1 5 MP-3 Y -.05 1 6 MP-1 Y -.05 1 7 TME MP-1 Y -.071 1 8 TME MP-1 Y -.071 3.5 9 TME MP-1 Y -.071 6 10 TME MP-2 Y -.084 1 11 TME MP-2 Y -.084 3.5 12 TME MP-2 Y -.084 6 13 MP-1 Y -.024 3 14 MP-2 Y -.024 3 15 MP-1 Y -.062 6.25 16 MP-2 Y -.062 6.25 17 MP-4 Y -.062 6.25 18 MP-2 Y -.05 4 19 MP-3 Y -.05 4 20 MP-1 Y -.05 4 Member Point Loads (BLC 2 : 0 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -1.3e-5 .25 2 MP-2 X -1.3e-5 .25 3 MP-4 X -1.3e-5 .25 4 MP-2 X -5e-6 1 5 MP-3 X -5e-6 1 6 MP-1 X -5e-6 1 7 TME MP-1 X -8e-6 1 8 TME MP-1 X -8e-6 3.5 9 TME MP-1 X -8e-6 6 10 TME MP-2 X -7e-6 1 11 TME MP-2 X -7e-6 3.5 12 TME MP-2 X -7e-6 6 13 MP-1 X 0 3 14 MP-2 X -4e-6 3 15 MP-1 X -1.3e-5 6.25 16 MP-2 X -1.3e-5 6.25 17 MP-4 X -1.3e-5 6.25 18 MP-2 X -5e-6 4 19 MP-3 X -5e-6 4 20 MP-1 X -5e-6 4 Member Point Loads (BLC 3 : 30 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -1.1e-5 .25 2 MP-2 X -1.1e-5 .25 3 MP-4 X -1.1e-5 .25 4 MP-2 X -4e-6 1 5 MP-3 X -4e-6 1 6 MP-1 X -4e-6 1 7 TME MP-1 X -7e-6 1 8 TME MP-1 X -7e-6 3.5 9 TME MP-1 X -7e-6 6 RISA-3D Version 17.0.4 Page 10 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 3 : 30 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 10 TME MP-2 X -6e-6 1 11 TME MP-2 X -6e-6 3.5 12 TME MP-2 X -6e-6 6 13 MP-1 X -1e-6 3 14 MP-2 X -3e-6 3 15 MP-1 X -1.1e-5 6.25 16 MP-2 X -1.1e-5 6.25 17 MP-4 X -1.1e-5 6.25 18 MP-2 X -4e-6 4 19 MP-3 X -4e-6 4 20 MP-1 X -4e-6 4 21 MP-1 Z -6e-6 .25 22 MP-2 Z -6e-6 .25 23 MP-4 Z -6e-6 .25 24 MP-2 Z -2e-6 1 25 MP-3 Z -2e-6 1 26 MP-1 Z -2e-6 1 27 TME MP-1 Z -4e-6 1 28 TME MP-1 Z -4e-6 3.5 29 TME MP-1 Z -4e-6 6 30 TME MP-2 Z -4e-6 1 31 TME MP-2 Z -4e-6 3.5 32 TME MP-2 Z -4e-6 6 33 MP-1 Z -1e-6 3 34 MP-2 Z -2e-6 3 35 MP-1 Z -6e-6 6.25 36 MP-2 Z -6e-6 6.25 37 MP-4 Z -6e-6 6.25 38 MP-2 Z -2e-6 4 39 MP-3 Z -2e-6 4 40 MP-1 Z -2e-6 4 Member Point Loads (BLC 4 : 45 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -9e-6 .25 2 MP-2 X -9e-6 .25 3 MP-4 X -9e-6 .25 4 MP-2 X -3e-6 1 5 MP-3 X -3e-6 1 6 MP-1 X -3e-6 1 7 TME MP-1 X -5e-6 1 8 TME MP-1 X -5e-6 3.5 9 TME MP-1 X -5e-6 6 10 TME MP-2 X -5e-6 1 11 TME MP-2 X -5e-6 3.5 12 TME MP-2 X -5e-6 6 13 MP-1 X -1e-6 3 14 MP-2 X -3e-6 3 15 MP-1 X -9e-6 6.25 16 MP-2 X -9e-6 6.25 17 MP-4 X -9e-6 6.25 18 MP-2 X -3e-6 4 19 MP-3 X -3e-6 4 20 MP-1 X -3e-6 4 21 MP-1 Z -9e-6 .25 22 MP-2 Z -9e-6 .25 RISA-3D Version 17.0.4 Page 11 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 4 : 45 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 23 MP-4 Z -9e-6 .25 24 MP-2 Z -3e-6 1 25 MP-3 Z -3e-6 1 26 MP-1 Z -3e-6 1 27 TME MP-1 Z -5e-6 1 28 TME MP-1 Z -5e-6 3.5 29 TME MP-1 Z -5e-6 6 30 TME MP-2 Z -5e-6 1 31 TME MP-2 Z -5e-6 3.5 32 TME MP-2 Z -5e-6 6 33 MP-1 Z -1e-6 3 34 MP-2 Z -3e-6 3 35 MP-1 Z -9e-6 6.25 36 MP-2 Z -9e-6 6.25 37 MP-4 Z -9e-6 6.25 38 MP-2 Z -3e-6 4 39 MP-3 Z -3e-6 4 40 MP-1 Z -3e-6 4 Member Point Loads (BLC 5 : 60 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -6e-6 .25 2 MP-2 X -6e-6 .25 3 MP-4 X -6e-6 .25 4 MP-2 X -2e-6 1 5 MP-3 X -2e-6 1 6 MP-1 X -2e-6 1 7 TME MP-1 X -4e-6 1 8 TME MP-1 X -4e-6 3.5 9 TME MP-1 X -4e-6 6 10 TME MP-2 X -4e-6 1 11 TME MP-2 X -4e-6 3.5 12 TME MP-2 X -4e-6 6 13 MP-1 X -1e-6 3 14 MP-2 X -2e-6 3 15 MP-1 X -6e-6 6.25 16 MP-2 X -6e-6 6.25 17 MP-4 X -6e-6 6.25 18 MP-2 X -2e-6 4 19 MP-3 X -2e-6 4 20 MP-1 X -2e-6 4 21 MP-1 Z -1.1e-5 .25 22 MP-2 Z -1.1e-5 .25 23 MP-4 Z -1.1e-5 .25 24 MP-2 Z -4e-6 1 25 MP-3 Z -4e-6 1 26 MP-1 Z -4e-6 1 27 TME MP-1 Z -7e-6 1 28 TME MP-1 Z -7e-6 3.5 29 TME MP-1 Z -7e-6 6 30 TME MP-2 Z -6e-6 1 31 TME MP-2 Z -6e-6 3.5 32 TME MP-2 Z -6e-6 6 33 MP-1 Z -3e-6 3 34 MP-2 Z -3e-6 3 35 MP-1 Z -1.1e-5 6.25 RISA-3D Version 17.0.4 Page 12 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 5 : 60 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 36 MP-2 Z -1.1e-5 6.25 37 MP-4 Z -1.1e-5 6.25 38 MP-2 Z -4e-6 4 39 MP-3 Z -4e-6 4 40 MP-1 Z -4e-6 4 Member Point Loads (BLC 6 : 90 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 Z -1.3e-5 .25 2 MP-2 Z -1.3e-5 .25 3 MP-4 Z -1.3e-5 .25 4 MP-2 Z -5e-6 1 5 MP-3 Z -5e-6 1 6 MP-1 Z -5e-6 1 7 TME MP-1 Z -8e-6 1 8 TME MP-1 Z -8e-6 3.5 9 TME MP-1 Z -8e-6 6 10 TME MP-2 Z -7e-6 1 11 TME MP-2 Z -7e-6 3.5 12 TME MP-2 Z -7e-6 6 13 MP-1 Z -4e-6 3 14 MP-2 Z -4e-6 3 15 MP-1 Z -1.3e-5 6.25 16 MP-2 Z -1.3e-5 6.25 17 MP-4 Z -1.3e-5 6.25 18 MP-2 Z -5e-6 4 19 MP-3 Z -5e-6 4 20 MP-1 Z -5e-6 4 Member Point Loads (BLC 7 : 120 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X 6e-6 .25 2 MP-2 X 6e-6 .25 3 MP-4 X 6e-6 .25 4 MP-2 X 2e-6 1 5 MP-3 X 2e-6 1 6 MP-1 X 2e-6 1 7 TME MP-1 X 4e-6 1 8 TME MP-1 X 4e-6 3.5 9 TME MP-1 X 4e-6 6 10 TME MP-2 X 4e-6 1 11 TME MP-2 X 4e-6 3.5 12 TME MP-2 X 4e-6 6 13 MP-1 X 1e-6 3 14 MP-2 X 2e-6 3 15 MP-1 X 6e-6 6.25 16 MP-2 X 6e-6 6.25 17 MP-4 X 6e-6 6.25 18 MP-2 X 2e-6 4 19 MP-3 X 2e-6 4 20 MP-1 X 2e-6 4 21 MP-1 Z -1.1e-5 .25 22 MP-2 Z -1.1e-5 .25 23 MP-4 Z -1.1e-5 .25 24 MP-2 Z -4e-6 1 25 MP-3 Z -4e-6 1 RISA-3D Version 17.0.4 Page 13 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 7 : 120 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 26 MP-1 Z -4e-6 1 27 TME MP-1 Z -7e-6 1 28 TME MP-1 Z -7e-6 3.5 29 TME MP-1 Z -7e-6 6 30 TME MP-2 Z -6e-6 1 31 TME MP-2 Z -6e-6 3.5 32 TME MP-2 Z -6e-6 6 33 MP-1 Z -3e-6 3 34 MP-2 Z -3e-6 3 35 MP-1 Z -1.1e-5 6.25 36 MP-2 Z -1.1e-5 6.25 37 MP-4 Z -1.1e-5 6.25 38 MP-2 Z -4e-6 4 39 MP-3 Z -4e-6 4 40 MP-1 Z -4e-6 4 Member Point Loads (BLC 8 : 135 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X 9e-6 .25 2 MP-2 X 9e-6 .25 3 MP-4 X 9e-6 .25 4 MP-2 X 3e-6 1 5 MP-3 X 3e-6 1 6 MP-1 X 3e-6 1 7 TME MP-1 X 5e-6 1 8 TME MP-1 X 5e-6 3.5 9 TME MP-1 X 5e-6 6 10 TME MP-2 X 5e-6 1 11 TME MP-2 X 5e-6 3.5 12 TME MP-2 X 5e-6 6 13 MP-1 X 1e-6 3 14 MP-2 X 3e-6 3 15 MP-1 X 9e-6 6.25 16 MP-2 X 9e-6 6.25 17 MP-4 X 9e-6 6.25 18 MP-2 X 3e-6 4 19 MP-3 X 3e-6 4 20 MP-1 X 3e-6 4 21 MP-1 Z -9e-6 .25 22 MP-2 Z -9e-6 .25 23 MP-4 Z -9e-6 .25 24 MP-2 Z -3e-6 1 25 MP-3 Z -3e-6 1 26 MP-1 Z -3e-6 1 27 TME MP-1 Z -5e-6 1 28 TME MP-1 Z -5e-6 3.5 29 TME MP-1 Z -5e-6 6 30 TME MP-2 Z -5e-6 1 31 TME MP-2 Z -5e-6 3.5 32 TME MP-2 Z -5e-6 6 33 MP-1 Z -1e-6 3 34 MP-2 Z -3e-6 3 35 MP-1 Z -9e-6 6.25 36 MP-2 Z -9e-6 6.25 37 MP-4 Z -9e-6 6.25 38 MP-2 Z -3e-6 4 RISA-3D Version 17.0.4 Page 14 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 8 : 135 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 39 MP-3 Z -3e-6 4 40 MP-1 Z -3e-6 4 Member Point Loads (BLC 9 : 150 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X 1.1e-5 .25 2 MP-2 X 1.1e-5 .25 3 MP-4 X 1.1e-5 .25 4 MP-2 X 4e-6 1 5 MP-3 X 4e-6 1 6 MP-1 X 4e-6 1 7 TME MP-1 X 7e-6 1 8 TME MP-1 X 7e-6 3.5 9 TME MP-1 X 7e-6 6 10 TME MP-2 X 6e-6 1 11 TME MP-2 X 6e-6 3.5 12 TME MP-2 X 6e-6 6 13 MP-1 X 1e-6 3 14 MP-2 X 3e-6 3 15 MP-1 X 1.1e-5 6.25 16 MP-2 X 1.1e-5 6.25 17 MP-4 X 1.1e-5 6.25 18 MP-2 X 4e-6 4 19 MP-3 X 4e-6 4 20 MP-1 X 4e-6 4 21 MP-1 Z -6e-6 .25 22 MP-2 Z -6e-6 .25 23 MP-4 Z -6e-6 .25 24 MP-2 Z -2e-6 1 25 MP-3 Z -2e-6 1 26 MP-1 Z -2e-6 1 27 TME MP-1 Z -4e-6 1 28 TME MP-1 Z -4e-6 3.5 29 TME MP-1 Z -4e-6 6 30 TME MP-2 Z -4e-6 1 31 TME MP-2 Z -4e-6 3.5 32 TME MP-2 Z -4e-6 6 33 MP-1 Z -1e-6 3 34 MP-2 Z -2e-6 3 35 MP-1 Z -6e-6 6.25 36 MP-2 Z -6e-6 6.25 37 MP-4 Z -6e-6 6.25 38 MP-2 Z -2e-6 4 39 MP-3 Z -2e-6 4 40 MP-1 Z -2e-6 4 Member Point Loads (BLC 10 : 180 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X 1.3e-5 .25 2 MP-2 X 1.3e-5 .25 3 MP-4 X 1.3e-5 .25 4 MP-2 X 5e-6 1 5 MP-3 X 5e-6 1 6 MP-1 X 5e-6 1 7 TME MP-1 X 8e-6 1 8 TME MP-1 X 8e-6 3.5 RISA-3D Version 17.0.4 Page 15 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 10 : 180 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 9 TME MP-1 X 8e-6 6 10 TME MP-2 X 7e-6 1 11 TME MP-2 X 7e-6 3.5 12 TME MP-2 X 7e-6 6 13 MP-1 X 0 3 14 MP-2 X 4e-6 3 15 MP-1 X 1.3e-5 6.25 16 MP-2 X 1.3e-5 6.25 17 MP-4 X 1.3e-5 6.25 18 MP-2 X 5e-6 4 19 MP-3 X 5e-6 4 20 MP-1 X 5e-6 4 Member Point Loads (BLC 11 : 210 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X 1.1e-5 .25 2 MP-2 X 1.1e-5 .25 3 MP-4 X 1.1e-5 .25 4 MP-2 X 4e-6 1 5 MP-3 X 4e-6 1 6 MP-1 X 4e-6 1 7 TME MP-1 X 7e-6 1 8 TME MP-1 X 7e-6 3.5 9 TME MP-1 X 7e-6 6 10 TME MP-2 X 6e-6 1 11 TME MP-2 X 6e-6 3.5 12 TME MP-2 X 6e-6 6 13 MP-1 X 1e-6 3 14 MP-2 X 3e-6 3 15 MP-1 X 1.1e-5 6.25 16 MP-2 X 1.1e-5 6.25 17 MP-4 X 1.1e-5 6.25 18 MP-2 X 4e-6 4 19 MP-3 X 4e-6 4 20 MP-1 X 4e-6 4 21 MP-1 Z 6e-6 .25 22 MP-2 Z 6e-6 .25 23 MP-4 Z 6e-6 .25 24 MP-2 Z 2e-6 1 25 MP-3 Z 2e-6 1 26 MP-1 Z 2e-6 1 27 TME MP-1 Z 4e-6 1 28 TME MP-1 Z 4e-6 3.5 29 TME MP-1 Z 4e-6 6 30 TME MP-2 Z 4e-6 1 31 TME MP-2 Z 4e-6 3.5 32 TME MP-2 Z 4e-6 6 33 MP-1 Z 1e-6 3 34 MP-2 Z 2e-6 3 35 MP-1 Z 6e-6 6.25 36 MP-2 Z 6e-6 6.25 37 MP-4 Z 6e-6 6.25 38 MP-2 Z 2e-6 4 39 MP-3 Z 2e-6 4 40 MP-1 Z 2e-6 4 RISA-3D Version 17.0.4 Page 16 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 12 : 225 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X 9e-6 .25 2 MP-2 X 9e-6 .25 3 MP-4 X 9e-6 .25 4 MP-2 X 3e-6 1 5 MP-3 X 3e-6 1 6 MP-1 X 3e-6 1 7 TME MP-1 X 5e-6 1 8 TME MP-1 X 5e-6 3.5 9 TME MP-1 X 5e-6 6 10 TME MP-2 X 5e-6 1 11 TME MP-2 X 5e-6 3.5 12 TME MP-2 X 5e-6 6 13 MP-1 X 1e-6 3 14 MP-2 X 3e-6 3 15 MP-1 X 9e-6 6.25 16 MP-2 X 9e-6 6.25 17 MP-4 X 9e-6 6.25 18 MP-2 X 3e-6 4 19 MP-3 X 3e-6 4 20 MP-1 X 3e-6 4 21 MP-1 Z 9e-6 .25 22 MP-2 Z 9e-6 .25 23 MP-4 Z 9e-6 .25 24 MP-2 Z 3e-6 1 25 MP-3 Z 3e-6 1 26 MP-1 Z 3e-6 1 27 TME MP-1 Z 5e-6 1 28 TME MP-1 Z 5e-6 3.5 29 TME MP-1 Z 5e-6 6 30 TME MP-2 Z 5e-6 1 31 TME MP-2 Z 5e-6 3.5 32 TME MP-2 Z 5e-6 6 33 MP-1 Z 1e-6 3 34 MP-2 Z 3e-6 3 35 MP-1 Z 9e-6 6.25 36 MP-2 Z 9e-6 6.25 37 MP-4 Z 9e-6 6.25 38 MP-2 Z 3e-6 4 39 MP-3 Z 3e-6 4 40 MP-1 Z 3e-6 4 Member Point Loads (BLC 13 : 240 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X 6e-6 .25 2 MP-2 X 6e-6 .25 3 MP-4 X 6e-6 .25 4 MP-2 X 2e-6 1 5 MP-3 X 2e-6 1 6 MP-1 X 2e-6 1 7 TME MP-1 X 4e-6 1 8 TME MP-1 X 4e-6 3.5 9 TME MP-1 X 4e-6 6 10 TME MP-2 X 4e-6 1 11 TME MP-2 X 4e-6 3.5 12 TME MP-2 X 4e-6 6 13 MP-1 X 1e-6 3 RISA-3D Version 17.0.4 Page 17 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 13 : 240 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 14 MP-2 X 2e-6 3 15 MP-1 X 6e-6 6.25 16 MP-2 X 6e-6 6.25 17 MP-4 X 6e-6 6.25 18 MP-2 X 2e-6 4 19 MP-3 X 2e-6 4 20 MP-1 X 2e-6 4 21 MP-1 Z 1.1e-5 .25 22 MP-2 Z 1.1e-5 .25 23 MP-4 Z 1.1e-5 .25 24 MP-2 Z 4e-6 1 25 MP-3 Z 4e-6 1 26 MP-1 Z 4e-6 1 27 TME MP-1 Z 7e-6 1 28 TME MP-1 Z 7e-6 3.5 29 TME MP-1 Z 7e-6 6 30 TME MP-2 Z 6e-6 1 31 TME MP-2 Z 6e-6 3.5 32 TME MP-2 Z 6e-6 6 33 MP-1 Z 3e-6 3 34 MP-2 Z 3e-6 3 35 MP-1 Z 1.1e-5 6.25 36 MP-2 Z 1.1e-5 6.25 37 MP-4 Z 1.1e-5 6.25 38 MP-2 Z 4e-6 4 39 MP-3 Z 4e-6 4 40 MP-1 Z 4e-6 4 Member Point Loads (BLC 14 : 270 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 Z 1.3e-5 .25 2 MP-2 Z 1.3e-5 .25 3 MP-4 Z 1.3e-5 .25 4 MP-2 Z 5e-6 1 5 MP-3 Z 5e-6 1 6 MP-1 Z 5e-6 1 7 TME MP-1 Z 8e-6 1 8 TME MP-1 Z 8e-6 3.5 9 TME MP-1 Z 8e-6 6 10 TME MP-2 Z 7e-6 1 11 TME MP-2 Z 7e-6 3.5 12 TME MP-2 Z 7e-6 6 13 MP-1 Z 4e-6 3 14 MP-2 Z 4e-6 3 15 MP-1 Z 1.3e-5 6.25 16 MP-2 Z 1.3e-5 6.25 17 MP-4 Z 1.3e-5 6.25 18 MP-2 Z 5e-6 4 19 MP-3 Z 5e-6 4 20 MP-1 Z 5e-6 4 Member Point Loads (BLC 15 : 300 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -6e-6 .25 2 MP-2 X -6e-6 .25 3 MP-4 X -6e-6 .25 RISA-3D Version 17.0.4 Page 18 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 15 : 300 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 4 MP-2 X -2e-6 1 5 MP-3 X -2e-6 1 6 MP-1 X -2e-6 1 7 TME MP-1 X -4e-6 1 8 TME MP-1 X -4e-6 3.5 9 TME MP-1 X -4e-6 6 10 TME MP-2 X -4e-6 1 11 TME MP-2 X -4e-6 3.5 12 TME MP-2 X -4e-6 6 13 MP-1 X -1e-6 3 14 MP-2 X -2e-6 3 15 MP-1 X -6e-6 6.25 16 MP-2 X -6e-6 6.25 17 MP-4 X -6e-6 6.25 18 MP-2 X -2e-6 4 19 MP-3 X -2e-6 4 20 MP-1 X -2e-6 4 21 MP-1 Z 1.1e-5 .25 22 MP-2 Z 1.1e-5 .25 23 MP-4 Z 1.1e-5 .25 24 MP-2 Z 4e-6 1 25 MP-3 Z 4e-6 1 26 MP-1 Z 4e-6 1 27 TME MP-1 Z 7e-6 1 28 TME MP-1 Z 7e-6 3.5 29 TME MP-1 Z 7e-6 6 30 TME MP-2 Z 6e-6 1 31 TME MP-2 Z 6e-6 3.5 32 TME MP-2 Z 6e-6 6 33 MP-1 Z 3e-6 3 34 MP-2 Z 3e-6 3 35 MP-1 Z 1.1e-5 6.25 36 MP-2 Z 1.1e-5 6.25 37 MP-4 Z 1.1e-5 6.25 38 MP-2 Z 4e-6 4 39 MP-3 Z 4e-6 4 40 MP-1 Z 4e-6 4 Member Point Loads (BLC 16 : 315 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -9e-6 .25 2 MP-2 X -9e-6 .25 3 MP-4 X -9e-6 .25 4 MP-2 X -3e-6 1 5 MP-3 X -3e-6 1 6 MP-1 X -3e-6 1 7 TME MP-1 X -5e-6 1 8 TME MP-1 X -5e-6 3.5 9 TME MP-1 X -5e-6 6 10 TME MP-2 X -5e-6 1 11 TME MP-2 X -5e-6 3.5 12 TME MP-2 X -5e-6 6 13 MP-1 X -1e-6 3 14 MP-2 X -3e-6 3 15 MP-1 X -9e-6 6.25 16 MP-2 X -9e-6 6.25 RISA-3D Version 17.0.4 Page 19 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 16 : 315 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 17 MP-4 X -9e-6 6.25 18 MP-2 X -3e-6 4 19 MP-3 X -3e-6 4 20 MP-1 X -3e-6 4 21 MP-1 Z 9e-6 .25 22 MP-2 Z 9e-6 .25 23 MP-4 Z 9e-6 .25 24 MP-2 Z 3e-6 1 25 MP-3 Z 3e-6 1 26 MP-1 Z 3e-6 1 27 TME MP-1 Z 5e-6 1 28 TME MP-1 Z 5e-6 3.5 29 TME MP-1 Z 5e-6 6 30 TME MP-2 Z 5e-6 1 31 TME MP-2 Z 5e-6 3.5 32 TME MP-2 Z 5e-6 6 33 MP-1 Z 1e-6 3 34 MP-2 Z 3e-6 3 35 MP-1 Z 9e-6 6.25 36 MP-2 Z 9e-6 6.25 37 MP-4 Z 9e-6 6.25 38 MP-2 Z 3e-6 4 39 MP-3 Z 3e-6 4 40 MP-1 Z 3e-6 4 Member Point Loads (BLC 17 : 330 Wind - No Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -1.1e-5 .25 2 MP-2 X -1.1e-5 .25 3 MP-4 X -1.1e-5 .25 4 MP-2 X -4e-6 1 5 MP-3 X -4e-6 1 6 MP-1 X -4e-6 1 7 TME MP-1 X -7e-6 1 8 TME MP-1 X -7e-6 3.5 9 TME MP-1 X -7e-6 6 10 TME MP-2 X -6e-6 1 11 TME MP-2 X -6e-6 3.5 12 TME MP-2 X -6e-6 6 13 MP-1 X -1e-6 3 14 MP-2 X -3e-6 3 15 MP-1 X -1.1e-5 6.25 16 MP-2 X -1.1e-5 6.25 17 MP-4 X -1.1e-5 6.25 18 MP-2 X -4e-6 4 19 MP-3 X -4e-6 4 20 MP-1 X -4e-6 4 21 MP-1 Z 6e-6 .25 22 MP-2 Z 6e-6 .25 23 MP-4 Z 6e-6 .25 24 MP-2 Z 2e-6 1 25 MP-3 Z 2e-6 1 26 MP-1 Z 2e-6 1 27 TME MP-1 Z 4e-6 1 28 TME MP-1 Z 4e-6 3.5 29 TME MP-1 Z 4e-6 6 RISA-3D Version 17.0.4 Page 20 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 17 : 330 Wind - No Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 30 TME MP-2 Z 4e-6 1 31 TME MP-2 Z 4e-6 3.5 32 TME MP-2 Z 4e-6 6 33 MP-1 Z 1e-6 3 34 MP-2 Z 2e-6 3 35 MP-1 Z 6e-6 6.25 36 MP-2 Z 6e-6 6.25 37 MP-4 Z 6e-6 6.25 38 MP-2 Z 2e-6 4 39 MP-3 Z 2e-6 4 40 MP-1 Z 2e-6 4 Member Point Loads (BLC 18 : Ice Weight) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 Y -.000399 .25 2 MP-2 Y -.000399 .25 3 MP-4 Y -.000399 .25 4 MP-2 Y -.000149 1 5 MP-3 Y -.000149 1 6 MP-1 Y -.000149 1 7 TME MP-1 Y -.000242 1 8 TME MP-1 Y -.000242 3.5 9 TME MP-1 Y -.000242 6 10 TME MP-2 Y -.000224 1 11 TME MP-2 Y -.000224 3.5 12 TME MP-2 Y -.000224 6 13 MP-1 Y -.00012 3 14 MP-2 Y -.00012 3 15 MP-1 Y -.000399 6.25 16 MP-2 Y -.000399 6.25 17 MP-4 Y -.000399 6.25 18 MP-2 Y -.000149 4 19 MP-3 Y -.000149 4 20 MP-1 Y -.000149 4 Member Point Loads (BLC 19 : 0 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -.001 .25 2 MP-2 X -.001 .25 3 MP-4 X -.001 .25 4 MP-2 X -.000535 1 5 MP-3 X -.000535 1 6 MP-1 X -.000535 1 7 TME MP-1 X -.000871 1 8 TME MP-1 X -.000871 3.5 9 TME MP-1 X -.000871 6 10 TME MP-2 X -.000807 1 11 TME MP-2 X -.000807 3.5 12 TME MP-2 X -.000807 6 13 MP-1 X -.000431 3 14 MP-2 X -.000432 3 15 MP-1 X -.001 6.25 16 MP-2 X -.001 6.25 17 MP-4 X -.001 6.25 18 MP-2 X -.000535 4 19 MP-3 X -.000535 4 RISA-3D Version 17.0.4 Page 21 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 19 : 0 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 20 MP-1 X -.000535 4 Member Point Loads (BLC 20 : 30 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -.001 .25 2 MP-2 X -.001 .25 3 MP-4 X -.001 .25 4 MP-2 X -.000463 1 5 MP-3 X -.000463 1 6 MP-1 X -.000463 1 7 TME MP-1 X -.000754 1 8 TME MP-1 X -.000754 3.5 9 TME MP-1 X -.000754 6 10 TME MP-2 X -.000699 1 11 TME MP-2 X -.000699 3.5 12 TME MP-2 X -.000699 6 13 MP-1 X -.000374 3 14 MP-2 X -.000374 3 15 MP-1 X -.001 6.25 16 MP-2 X -.001 6.25 17 MP-4 X -.001 6.25 18 MP-2 X -.000463 4 19 MP-3 X -.000463 4 20 MP-1 X -.000463 4 21 MP-1 Z -.000718 .25 22 MP-2 Z -.000718 .25 23 MP-4 Z -.000718 .25 24 MP-2 Z -.000268 1 25 MP-3 Z -.000268 1 26 MP-1 Z -.000268 1 27 TME MP-1 Z -.000436 1 28 TME MP-1 Z -.000436 3.5 29 TME MP-1 Z -.000436 6 30 TME MP-2 Z -.000404 1 31 TME MP-2 Z -.000404 3.5 32 TME MP-2 Z -.000404 6 33 MP-1 Z -.000216 3 34 MP-2 Z -.000216 3 35 MP-1 Z -.000718 6.25 36 MP-2 Z -.000718 6.25 37 MP-4 Z -.000718 6.25 38 MP-2 Z -.000268 4 39 MP-3 Z -.000268 4 40 MP-1 Z -.000268 4 Member Point Loads (BLC 21 : 45 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -.001 .25 2 MP-2 X -.001 .25 3 MP-4 X -.001 .25 4 MP-2 X -.000378 1 5 MP-3 X -.000378 1 6 MP-1 X -.000378 1 7 TME MP-1 X -.000616 1 8 TME MP-1 X -.000616 3.5 9 TME MP-1 X -.000616 6 RISA-3D Version 17.0.4 Page 22 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 21 : 45 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 10 TME MP-2 X -.000571 1 11 TME MP-2 X -.000571 3.5 12 TME MP-2 X -.000571 6 13 MP-1 X -.000305 3 14 MP-2 X -.000305 3 15 MP-1 X -.001 6.25 16 MP-2 X -.001 6.25 17 MP-4 X -.001 6.25 18 MP-2 X -.000378 4 19 MP-3 X -.000378 4 20 MP-1 X -.000378 4 21 MP-1 Z -.001 .25 22 MP-2 Z -.001 .25 23 MP-4 Z -.001 .25 24 MP-2 Z -.000378 1 25 MP-3 Z -.000378 1 26 MP-1 Z -.000378 1 27 TME MP-1 Z -.000616 1 28 TME MP-1 Z -.000616 3.5 29 TME MP-1 Z -.000616 6 30 TME MP-2 Z -.000571 1 31 TME MP-2 Z -.000571 3.5 32 TME MP-2 Z -.000571 6 33 MP-1 Z -.000305 3 34 MP-2 Z -.000305 3 35 MP-1 Z -.001 6.25 36 MP-2 Z -.001 6.25 37 MP-4 Z -.001 6.25 38 MP-2 Z -.000378 4 39 MP-3 Z -.000378 4 40 MP-1 Z -.000378 4 Member Point Loads (BLC 22 : 60 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -.000718 .25 2 MP-2 X -.000718 .25 3 MP-4 X -.000718 .25 4 MP-2 X -.000268 1 5 MP-3 X -.000268 1 6 MP-1 X -.000268 1 7 TME MP-1 X -.000436 1 8 TME MP-1 X -.000436 3.5 9 TME MP-1 X -.000436 6 10 TME MP-2 X -.000404 1 11 TME MP-2 X -.000404 3.5 12 TME MP-2 X -.000404 6 13 MP-1 X -.000216 3 14 MP-2 X -.000216 3 15 MP-1 X -.000718 6.25 16 MP-2 X -.000718 6.25 17 MP-4 X -.000718 6.25 18 MP-2 X -.000268 4 19 MP-3 X -.000268 4 20 MP-1 X -.000268 4 21 MP-1 Z -.001 .25 22 MP-2 Z -.001 .25 RISA-3D Version 17.0.4 Page 23 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 22 : 60 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 23 MP-4 Z -.001 .25 24 MP-2 Z -.000463 1 25 MP-3 Z -.000463 1 26 MP-1 Z -.000463 1 27 TME MP-1 Z -.000754 1 28 TME MP-1 Z -.000754 3.5 29 TME MP-1 Z -.000754 6 30 TME MP-2 Z -.000699 1 31 TME MP-2 Z -.000699 3.5 32 TME MP-2 Z -.000699 6 33 MP-1 Z -.000374 3 34 MP-2 Z -.000374 3 35 MP-1 Z -.001 6.25 36 MP-2 Z -.001 6.25 37 MP-4 Z -.001 6.25 38 MP-2 Z -.000463 4 39 MP-3 Z -.000463 4 40 MP-1 Z -.000463 4 Member Point Loads (BLC 23 : 90 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 Z -.001 .25 2 MP-2 Z -.001 .25 3 MP-4 Z -.001 .25 4 MP-2 Z -.000535 1 5 MP-3 Z -.000535 1 6 MP-1 Z -.000535 1 7 TME MP-1 Z -.000871 1 8 TME MP-1 Z -.000871 3.5 9 TME MP-1 Z -.000871 6 10 TME MP-2 Z -.000807 1 11 TME MP-2 Z -.000807 3.5 12 TME MP-2 Z -.000807 6 13 MP-1 Z -.000432 3 14 MP-2 Z -.000432 3 15 MP-1 Z -.001 6.25 16 MP-2 Z -.001 6.25 17 MP-4 Z -.001 6.25 18 MP-2 Z -.000535 4 19 MP-3 Z -.000535 4 20 MP-1 Z -.000535 4 Member Point Loads (BLC 24 : 120 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X .000718 .25 2 MP-2 X .000718 .25 3 MP-4 X .000718 .25 4 MP-2 X .000268 1 5 MP-3 X .000268 1 6 MP-1 X .000268 1 7 TME MP-1 X .000436 1 8 TME MP-1 X .000436 3.5 9 TME MP-1 X .000436 6 10 TME MP-2 X .000404 1 11 TME MP-2 X .000404 3.5 12 TME MP-2 X .000404 6 RISA-3D Version 17.0.4 Page 24 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 24 : 120 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 13 MP-1 X .000216 3 14 MP-2 X .000216 3 15 MP-1 X .000718 6.25 16 MP-2 X .000718 6.25 17 MP-4 X .000718 6.25 18 MP-2 X .000268 4 19 MP-3 X .000268 4 20 MP-1 X .000268 4 21 MP-1 Z -.001 .25 22 MP-2 Z -.001 .25 23 MP-4 Z -.001 .25 24 MP-2 Z -.000463 1 25 MP-3 Z -.000463 1 26 MP-1 Z -.000463 1 27 TME MP-1 Z -.000754 1 28 TME MP-1 Z -.000754 3.5 29 TME MP-1 Z -.000754 6 30 TME MP-2 Z -.000699 1 31 TME MP-2 Z -.000699 3.5 32 TME MP-2 Z -.000699 6 33 MP-1 Z -.000374 3 34 MP-2 Z -.000374 3 35 MP-1 Z -.001 6.25 36 MP-2 Z -.001 6.25 37 MP-4 Z -.001 6.25 38 MP-2 Z -.000463 4 39 MP-3 Z -.000463 4 40 MP-1 Z -.000463 4 Member Point Loads (BLC 25 : 135 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X .001 .25 2 MP-2 X .001 .25 3 MP-4 X .001 .25 4 MP-2 X .000378 1 5 MP-3 X .000378 1 6 MP-1 X .000378 1 7 TME MP-1 X .000616 1 8 TME MP-1 X .000616 3.5 9 TME MP-1 X .000616 6 10 TME MP-2 X .000571 1 11 TME MP-2 X .000571 3.5 12 TME MP-2 X .000571 6 13 MP-1 X .000305 3 14 MP-2 X .000305 3 15 MP-1 X .001 6.25 16 MP-2 X .001 6.25 17 MP-4 X .001 6.25 18 MP-2 X .000378 4 19 MP-3 X .000378 4 20 MP-1 X .000378 4 21 MP-1 Z -.001 .25 22 MP-2 Z -.001 .25 23 MP-4 Z -.001 .25 24 MP-2 Z -.000378 1 25 MP-3 Z -.000378 1 RISA-3D Version 17.0.4 Page 25 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 25 : 135 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 26 MP-1 Z -.000378 1 27 TME MP-1 Z -.000616 1 28 TME MP-1 Z -.000616 3.5 29 TME MP-1 Z -.000616 6 30 TME MP-2 Z -.000571 1 31 TME MP-2 Z -.000571 3.5 32 TME MP-2 Z -.000571 6 33 MP-1 Z -.000305 3 34 MP-2 Z -.000305 3 35 MP-1 Z -.001 6.25 36 MP-2 Z -.001 6.25 37 MP-4 Z -.001 6.25 38 MP-2 Z -.000378 4 39 MP-3 Z -.000378 4 40 MP-1 Z -.000378 4 Member Point Loads (BLC 26 : 150 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X .001 .25 2 MP-2 X .001 .25 3 MP-4 X .001 .25 4 MP-2 X .000463 1 5 MP-3 X .000463 1 6 MP-1 X .000463 1 7 TME MP-1 X .000754 1 8 TME MP-1 X .000754 3.5 9 TME MP-1 X .000754 6 10 TME MP-2 X .000699 1 11 TME MP-2 X .000699 3.5 12 TME MP-2 X .000699 6 13 MP-1 X .000374 3 14 MP-2 X .000374 3 15 MP-1 X .001 6.25 16 MP-2 X .001 6.25 17 MP-4 X .001 6.25 18 MP-2 X .000463 4 19 MP-3 X .000463 4 20 MP-1 X .000463 4 21 MP-1 Z -.000718 .25 22 MP-2 Z -.000718 .25 23 MP-4 Z -.000718 .25 24 MP-2 Z -.000268 1 25 MP-3 Z -.000268 1 26 MP-1 Z -.000268 1 27 TME MP-1 Z -.000436 1 28 TME MP-1 Z -.000436 3.5 29 TME MP-1 Z -.000436 6 30 TME MP-2 Z -.000404 1 31 TME MP-2 Z -.000404 3.5 32 TME MP-2 Z -.000404 6 33 MP-1 Z -.000216 3 34 MP-2 Z -.000216 3 35 MP-1 Z -.000718 6.25 36 MP-2 Z -.000718 6.25 37 MP-4 Z -.000718 6.25 38 MP-2 Z -.000268 4 RISA-3D Version 17.0.4 Page 26 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 26 : 150 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 39 MP-3 Z -.000268 4 40 MP-1 Z -.000268 4 Member Point Loads (BLC 27 : 180 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X .001 .25 2 MP-2 X .001 .25 3 MP-4 X .001 .25 4 MP-2 X .000535 1 5 MP-3 X .000535 1 6 MP-1 X .000535 1 7 TME MP-1 X .000871 1 8 TME MP-1 X .000871 3.5 9 TME MP-1 X .000871 6 10 TME MP-2 X .000807 1 11 TME MP-2 X .000807 3.5 12 TME MP-2 X .000807 6 13 MP-1 X .000431 3 14 MP-2 X .000432 3 15 MP-1 X .001 6.25 16 MP-2 X .001 6.25 17 MP-4 X .001 6.25 18 MP-2 X .000535 4 19 MP-3 X .000535 4 20 MP-1 X .000535 4 Member Point Loads (BLC 28 : 210 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X .001 .25 2 MP-2 X .001 .25 3 MP-4 X .001 .25 4 MP-2 X .000463 1 5 MP-3 X .000463 1 6 MP-1 X .000463 1 7 TME MP-1 X .000754 1 8 TME MP-1 X .000754 3.5 9 TME MP-1 X .000754 6 10 TME MP-2 X .000699 1 11 TME MP-2 X .000699 3.5 12 TME MP-2 X .000699 6 13 MP-1 X .000374 3 14 MP-2 X .000374 3 15 MP-1 X .001 6.25 16 MP-2 X .001 6.25 17 MP-4 X .001 6.25 18 MP-2 X .000463 4 19 MP-3 X .000463 4 20 MP-1 X .000463 4 21 MP-1 Z .000718 .25 22 MP-2 Z .000718 .25 23 MP-4 Z .000718 .25 24 MP-2 Z .000268 1 25 MP-3 Z .000268 1 26 MP-1 Z .000268 1 27 TME MP-1 Z .000436 1 28 TME MP-1 Z .000436 3.5 RISA-3D Version 17.0.4 Page 27 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 28 : 210 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 29 TME MP-1 Z .000436 6 30 TME MP-2 Z .000404 1 31 TME MP-2 Z .000404 3.5 32 TME MP-2 Z .000404 6 33 MP-1 Z .000216 3 34 MP-2 Z .000216 3 35 MP-1 Z .000718 6.25 36 MP-2 Z .000718 6.25 37 MP-4 Z .000718 6.25 38 MP-2 Z .000268 4 39 MP-3 Z .000268 4 40 MP-1 Z .000268 4 Member Point Loads (BLC 29 : 225 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X .001 .25 2 MP-2 X .001 .25 3 MP-4 X .001 .25 4 MP-2 X .000378 1 5 MP-3 X .000378 1 6 MP-1 X .000378 1 7 TME MP-1 X .000616 1 8 TME MP-1 X .000616 3.5 9 TME MP-1 X .000616 6 10 TME MP-2 X .000571 1 11 TME MP-2 X .000571 3.5 12 TME MP-2 X .000571 6 13 MP-1 X .000305 3 14 MP-2 X .000305 3 15 MP-1 X .001 6.25 16 MP-2 X .001 6.25 17 MP-4 X .001 6.25 18 MP-2 X .000378 4 19 MP-3 X .000378 4 20 MP-1 X .000378 4 21 MP-1 Z .001 .25 22 MP-2 Z .001 .25 23 MP-4 Z .001 .25 24 MP-2 Z .000378 1 25 MP-3 Z .000378 1 26 MP-1 Z .000378 1 27 TME MP-1 Z .000616 1 28 TME MP-1 Z .000616 3.5 29 TME MP-1 Z .000616 6 30 TME MP-2 Z .000571 1 31 TME MP-2 Z .000571 3.5 32 TME MP-2 Z .000571 6 33 MP-1 Z .000305 3 34 MP-2 Z .000305 3 35 MP-1 Z .001 6.25 36 MP-2 Z .001 6.25 37 MP-4 Z .001 6.25 38 MP-2 Z .000378 4 39 MP-3 Z .000378 4 40 MP-1 Z .000378 4 RISA-3D Version 17.0.4 Page 28 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 30 : 240 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X .000718 .25 2 MP-2 X .000718 .25 3 MP-4 X .000718 .25 4 MP-2 X .000268 1 5 MP-3 X .000268 1 6 MP-1 X .000268 1 7 TME MP-1 X .000436 1 8 TME MP-1 X .000436 3.5 9 TME MP-1 X .000436 6 10 TME MP-2 X .000404 1 11 TME MP-2 X .000404 3.5 12 TME MP-2 X .000404 6 13 MP-1 X .000216 3 14 MP-2 X .000216 3 15 MP-1 X .000718 6.25 16 MP-2 X .000718 6.25 17 MP-4 X .000718 6.25 18 MP-2 X .000268 4 19 MP-3 X .000268 4 20 MP-1 X .000268 4 21 MP-1 Z .001 .25 22 MP-2 Z .001 .25 23 MP-4 Z .001 .25 24 MP-2 Z .000463 1 25 MP-3 Z .000463 1 26 MP-1 Z .000463 1 27 TME MP-1 Z .000754 1 28 TME MP-1 Z .000754 3.5 29 TME MP-1 Z .000754 6 30 TME MP-2 Z .000699 1 31 TME MP-2 Z .000699 3.5 32 TME MP-2 Z .000699 6 33 MP-1 Z .000374 3 34 MP-2 Z .000374 3 35 MP-1 Z .001 6.25 36 MP-2 Z .001 6.25 37 MP-4 Z .001 6.25 38 MP-2 Z .000463 4 39 MP-3 Z .000463 4 40 MP-1 Z .000463 4 Member Point Loads (BLC 31 : 270 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 Z .001 .25 2 MP-2 Z .001 .25 3 MP-4 Z .001 .25 4 MP-2 Z .000535 1 5 MP-3 Z .000535 1 6 MP-1 Z .000535 1 7 TME MP-1 Z .000871 1 8 TME MP-1 Z .000871 3.5 9 TME MP-1 Z .000871 6 10 TME MP-2 Z .000807 1 11 TME MP-2 Z .000807 3.5 12 TME MP-2 Z .000807 6 13 MP-1 Z .000432 3 RISA-3D Version 17.0.4 Page 29 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 31 : 270 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 14 MP-2 Z .000432 3 15 MP-1 Z .001 6.25 16 MP-2 Z .001 6.25 17 MP-4 Z .001 6.25 18 MP-2 Z .000535 4 19 MP-3 Z .000535 4 20 MP-1 Z .000535 4 Member Point Loads (BLC 32 : 300 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -.000718 .25 2 MP-2 X -.000718 .25 3 MP-4 X -.000718 .25 4 MP-2 X -.000268 1 5 MP-3 X -.000268 1 6 MP-1 X -.000268 1 7 TME MP-1 X -.000436 1 8 TME MP-1 X -.000436 3.5 9 TME MP-1 X -.000436 6 10 TME MP-2 X -.000404 1 11 TME MP-2 X -.000404 3.5 12 TME MP-2 X -.000404 6 13 MP-1 X -.000216 3 14 MP-2 X -.000216 3 15 MP-1 X -.000718 6.25 16 MP-2 X -.000718 6.25 17 MP-4 X -.000718 6.25 18 MP-2 X -.000268 4 19 MP-3 X -.000268 4 20 MP-1 X -.000268 4 21 MP-1 Z .001 .25 22 MP-2 Z .001 .25 23 MP-4 Z .001 .25 24 MP-2 Z .000463 1 25 MP-3 Z .000463 1 26 MP-1 Z .000463 1 27 TME MP-1 Z .000754 1 28 TME MP-1 Z .000754 3.5 29 TME MP-1 Z .000754 6 30 TME MP-2 Z .000699 1 31 TME MP-2 Z .000699 3.5 32 TME MP-2 Z .000699 6 33 MP-1 Z .000374 3 34 MP-2 Z .000374 3 35 MP-1 Z .001 6.25 36 MP-2 Z .001 6.25 37 MP-4 Z .001 6.25 38 MP-2 Z .000463 4 39 MP-3 Z .000463 4 40 MP-1 Z .000463 4 Member Point Loads (BLC 33 : 315 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -.001 .25 2 MP-2 X -.001 .25 3 MP-4 X -.001 .25 RISA-3D Version 17.0.4 Page 30 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 33 : 315 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 4 MP-2 X -.000378 1 5 MP-3 X -.000378 1 6 MP-1 X -.000378 1 7 TME MP-1 X -.000616 1 8 TME MP-1 X -.000616 3.5 9 TME MP-1 X -.000616 6 10 TME MP-2 X -.000571 1 11 TME MP-2 X -.000571 3.5 12 TME MP-2 X -.000571 6 13 MP-1 X -.000305 3 14 MP-2 X -.000305 3 15 MP-1 X -.001 6.25 16 MP-2 X -.001 6.25 17 MP-4 X -.001 6.25 18 MP-2 X -.000378 4 19 MP-3 X -.000378 4 20 MP-1 X -.000378 4 21 MP-1 Z .001 .25 22 MP-2 Z .001 .25 23 MP-4 Z .001 .25 24 MP-2 Z .000378 1 25 MP-3 Z .000378 1 26 MP-1 Z .000378 1 27 TME MP-1 Z .000616 1 28 TME MP-1 Z .000616 3.5 29 TME MP-1 Z .000616 6 30 TME MP-2 Z .000571 1 31 TME MP-2 Z .000571 3.5 32 TME MP-2 Z .000571 6 33 MP-1 Z .000305 3 34 MP-2 Z .000305 3 35 MP-1 Z .001 6.25 36 MP-2 Z .001 6.25 37 MP-4 Z .001 6.25 38 MP-2 Z .000378 4 39 MP-3 Z .000378 4 40 MP-1 Z .000378 4 Member Point Loads (BLC 34 : 330 Wind - Ice) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -.001 .25 2 MP-2 X -.001 .25 3 MP-4 X -.001 .25 4 MP-2 X -.000463 1 5 MP-3 X -.000463 1 6 MP-1 X -.000463 1 7 TME MP-1 X -.000754 1 8 TME MP-1 X -.000754 3.5 9 TME MP-1 X -.000754 6 10 TME MP-2 X -.000699 1 11 TME MP-2 X -.000699 3.5 12 TME MP-2 X -.000699 6 13 MP-1 X -.000374 3 14 MP-2 X -.000374 3 15 MP-1 X -.001 6.25 16 MP-2 X -.001 6.25 RISA-3D Version 17.0.4 Page 31 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 34 : 330 Wind - Ice) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 17 MP-4 X -.001 6.25 18 MP-2 X -.000463 4 19 MP-3 X -.000463 4 20 MP-1 X -.000463 4 21 MP-1 Z .000718 .25 22 MP-2 Z .000718 .25 23 MP-4 Z .000718 .25 24 MP-2 Z .000268 1 25 MP-3 Z .000268 1 26 MP-1 Z .000268 1 27 TME MP-1 Z .000436 1 28 TME MP-1 Z .000436 3.5 29 TME MP-1 Z .000436 6 30 TME MP-2 Z .000404 1 31 TME MP-2 Z .000404 3.5 32 TME MP-2 Z .000404 6 33 MP-1 Z .000216 3 34 MP-2 Z .000216 3 35 MP-1 Z .000718 6.25 36 MP-2 Z .000718 6.25 37 MP-4 Z .000718 6.25 38 MP-2 Z .000268 4 39 MP-3 Z .000268 4 40 MP-1 Z .000268 4 Member Point Loads (BLC 37 : Seismic Load X) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 X -.062 .25 2 MP-2 X -.062 .25 3 MP-4 X -.062 .25 4 MP-2 X -.05 1 5 MP-3 X -.05 1 6 MP-1 X -.05 1 7 TME MP-1 X -.071 1 8 TME MP-1 X -.071 3.5 9 TME MP-1 X -.071 6 10 TME MP-2 X -.084 1 11 TME MP-2 X -.084 3.5 12 TME MP-2 X -.084 6 13 MP-1 X -.024 3 14 MP-2 X -.024 3 15 MP-1 X -.062 6.25 16 MP-2 X -.062 6.25 17 MP-4 X -.062 6.25 18 MP-2 X -.05 4 19 MP-3 X -.05 4 20 MP-1 X -.05 4 Member Point Loads (BLC 38 : Seismic Load Z) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 MP-1 Z -.062 .25 2 MP-2 Z -.062 .25 3 MP-4 Z -.062 .25 4 MP-2 Z -.05 1 5 MP-3 Z -.05 1 6 MP-1 Z -.05 1 RISA-3D Version 17.0.4 Page 32 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Member Point Loads (BLC 38 : Seismic Load Z) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 7 TME MP-1 Z -.071 1 8 TME MP-1 Z -.071 3.5 9 TME MP-1 Z -.071 6 10 TME MP-2 Z -.084 1 11 TME MP-2 Z -.084 3.5 12 TME MP-2 Z -.084 6 13 MP-1 Z -.024 3 14 MP-2 Z -.024 3 15 MP-1 Z -.062 6.25 16 MP-2 Z -.062 6.25 17 MP-4 Z -.062 6.25 18 MP-2 Z -.05 4 19 MP-3 Z -.05 4 20 MP-1 Z -.05 4 Member Area Loads (BLC 1 : Dead) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N171 N167 N170 Y Two Way -.002 2 N167 N169 N170 Y Two Way -.002 3 N167 N168 N169 Y Two Way -.002 4 N167 N171 N168 Y Two Way -.002 Member Area Loads (BLC 39 : Wall Wind 0) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N9 N8 N41 N61 X Two Way -.11 2 N168 N167 N169 X Two Way -.11 Member Area Loads (BLC 40 : Wall Wind 90) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N7 N9 N61 N60 Z Two Way -.11 2 N167 N168 N171 Z Two Way -.11 Member Area Loads (BLC 41 : Wall Wind 180) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N6 N7 N60 N40 X Two Way .11 2 N170 N167 N171 X Two Way .11 Member Area Loads (BLC 42 : Wall Wind 270) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N6 N8 N41 N40 Z Two Way .11 2 N170 N167 N169 Z Two Way .11 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut...Area(M... Surface... 1 Dead None -1 20 4 2 0 Wind - No Ice None 20 3 30 Wind - No Ice None 40 4 45 Wind - No Ice None 40 5 60 Wind - No Ice None 40 6 90 Wind - No Ice None 20 7 120 Wind - No Ice None 40 8 135 Wind - No Ice None 40 RISA-3D Version 17.0.4 Page 33 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut...Area(M... Surface... 9 150 Wind - No Ice None 40 10 180 Wind - No Ice None 20 11 210 Wind - No Ice None 40 12 225 Wind - No Ice None 40 13 240 Wind - No Ice None 40 14 270 Wind - No Ice None 20 15 300 Wind - No Ice None 40 16 315 Wind - No Ice None 40 17 330 Wind - No Ice None 40 18 Ice Weight None 20 19 0 Wind - Ice None 20 20 30 Wind - Ice None 40 21 45 Wind - Ice None 40 22 60 Wind - Ice None 40 23 90 Wind - Ice None 20 24 120 Wind - Ice None 40 25 135 Wind - Ice None 40 26 150 Wind - Ice None 40 27 180 Wind - Ice None 20 28 210 Wind - Ice None 40 29 225 Wind - Ice None 40 30 240 Wind - Ice None 40 31 270 Wind - Ice None 20 32 300 Wind - Ice None 40 33 315 Wind - Ice None 40 34 330 Wind - Ice None 40 35 Lm None 36 Lv None 37 Seismic Load X ELX -1 20 38 Seismic Load Z ELZ -1 20 39 Wall Wind 0 None 2 40 Wall Wind 90 None 2 41 Wall Wind 180 None 2 42 Wall Wind 270 None 2 43 BLC 1 Transient Area Loads None 89 44 BLC 39 Transient Area Loads None 88 45 BLC 40 Transient Area Loads None 84 46 BLC 41 Transient Area Loads None 78 47 BLC 42 Transient Area Loads None 84 Load Combinations Description Solve PDeltaSRSSB...Fa... BLC Factor BLC Fa...BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 1.0D Yes Y 1 1 2 0.6D+0.6 0-Wind Yes Y 1 .6 2 .6 39 .6 3 0.6D+0.6 30-Wind Yes Y 1 .6 3 .6 39 .52 40 .3 4 0.6D+0.6 45-Wind Yes Y 1 .6 4 .6 39 .424 40 .424 5 0.6D+0.6 60-Wind Yes Y 1 .6 5 .6 39 .3 40 .52 6 0.6D+0.6 90-Wind Yes Y 1 .6 6 .6 40 .6 7 0.6D+0.6 120-Wind Yes Y 1 .6 7 .6 41 .3 40 .52 8 0.6D+0.6 135-Wind Yes Y 1 .6 8 .6 41 .424 40 .424 9 0.6D+0.6 150-Wind Yes Y 1 .6 9 .6 41 .52 40 .3 10 0.6D+0.6 180-Wind Yes Y 1 .6 10 .6 41 .6 11 0.6D+0.6 210-Wind Yes Y 1 .6 11 .6 41 .52 42 .3 12 0.6D+0.6 225-Wind Yes Y 1 .6 12 .6 41 .424 42 .424 13 0.6D+0.6 240-Wind Yes Y 1 .6 13 .6 41 .3 42 .52 RISA-3D Version 17.0.4 Page 34 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Load Combinations (Continued) Description Solve PDeltaSRSSB...Fa... BLC Factor BLC Fa...BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 14 0.6D+0.6 270-Wind Yes Y 1 .6 14 .6 42 .6 15 0.6D+0.6 300-Wind Yes Y 1 .6 15 .6 39 .3 42 .52 16 0.6D+0.6 315-Wind Yes Y 1 .6 16 .6 39 .424 42 .424 17 0.6D+0.6 330-Wind Yes Y 1 .6 17 .6 39 .52 42 .3 18 1.0D+0.6 0-Wind Yes Y 1 1 2 .6 39 .6 19 1.0D+0.6 30-Wind Yes Y 1 1 3 .6 39 .52 40 .3 20 1.0D+0.6 45-Wind Yes Y 1 1 4 .6 39 .424 40 .424 21 1.0D+0.6 60-Wind Yes Y 1 1 5 .6 39 .3 40 .52 22 1.0D+0.6 90-Wind Yes Y 1 1 6 .6 40 .6 23 1.0D+0.6 120-Wind Yes Y 1 1 7 .6 41 .3 40 .52 24 1.0D+0.6 135-Wind Yes Y 1 1 8 .6 41 .424 40 .424 25 1.0D+0.6 150-Wind Yes Y 1 1 9 .6 41 .52 40 .3 26 1.0D+0.6 180-Wind Yes Y 1 1 10 .6 41 .6 27 1.0D+0.6 210-Wind Yes Y 1 1 11 .6 41 .52 42 .3 28 1.0D+0.6 225-Wind Yes Y 1 1 12 .6 41 .424 42 .424 29 1.0D+0.6 240-Wind Yes Y 1 1 13 .6 41 .3 42 .52 30 1.0D+0.6 270-Wind Yes Y 1 1 14 .6 42 .6 31 1.0D+0.6 300-Wind Yes Y 1 1 15 .6 39 .3 42 .52 32 1.0D+0.6 315-Wind Yes Y 1 1 16 .6 39 .424 42 .424 33 1.0D+0.6 330-Wind Yes Y 1 1 17 .6 39 .52 42 .3 34 1.0D+0.7Di+0.7 0-...Yes Y 1 1 18 .7 19 .7 35 1.0D+0.7Di+0.7 30-...Yes Y 1 1 18 .7 20 .7 36 1.0D+0.7Di+0.7 45-...Yes Y 1 1 18 .7 21 .7 37 1.0D+0.7Di+0.7 60-...Yes Y 1 1 18 .7 22 .7 38 1.0D+0.7Di+0.7 90-...Yes Y 1 1 18 .7 23 .7 39 1.0D+0.7Di+0.7 12...Yes Y 1 1 18 .7 24 .7 40 1.0D+0.7Di+0.7 13...Yes Y 1 1 18 .7 25 .7 41 1.0D+0.7Di+0.7 18...Yes Y 1 1 18 .7 27 .7 42 1.0D+0.7Di+0.7 21...Yes Y 1 1 18 .7 28 .7 43 1.0D+0.7Di+0.7 22...Yes Y 1 1 18 .7 29 .7 44 1.0D+0.7Di+0.7 24...Yes Y 1 1 18 .7 30 .7 45 1.0D+0.7Di+0.7 27...Yes Y 1 1 18 .7 31 .7 46 1.0D+0.7Di+0.7 30...Yes Y 1 1 18 .7 32 .7 47 1.0D+0.7Di+0.7 31...Yes Y 1 1 18 .7 33 .7 48 1.0D+0.7Di+0.7 33...Yes Y 1 1 18 .7 34 .7 49 (1.0+0.14Sds)D+0....Yes Y 1 1....ELX .094 50 (1.0+0.14Sds)D+0....Yes Y 1 1....ELX .082 ELZ .047 51 (1.0+0.14Sds)D+0....Yes Y 1 1....ELX .067 ELZ .067 52 (1.0+0.14Sds)D+0....Yes Y 1 1....ELX .047 ELZ .082 53 (1.0+0.14Sds)D+0....Yes Y 1 1....ELZ .094 54 (1.0+0.14Sds)D+0....Yes Y 1 1....ELX -.047 ELZ .082 55 (1.0+0.14Sds)D+0....Yes Y 1 1....ELX -.067 ELZ .067 56 (1.0+0.14Sds)D+0....Yes Y 1 1....ELX -.082 ELZ .047 57 (1.0+0.14Sds)D+0....Yes Y 1 1....ELX -.094 58 (1.0+0.14Sds)D+0....Yes Y 1 1....ELX -.082 ELZ -.0... 59 (1.0+0.14Sds)D+0....Yes Y 1 1....ELX -.067 ELZ -.0... 60 (1.0+0.14Sds)D+0....Yes Y 1 1....ELX -.047 ELZ -.0... 61 (1.0+0.14Sds)D+0....Yes Y 1 1....ELZ -.0... 62 (1.0+0.14Sds)D+0....Yes Y 1 1....ELX .047 ELZ -.0... 63 (1.0+0.14Sds)D+0....Yes Y 1 1....ELX .067 ELZ -.0... 64 (1.0+0.14Sds)D+0....Yes Y 1 1....ELX .082 ELZ -.0... 65 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELX .094 66 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELX .082 ELZ .047 67 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELX .067 ELZ .067 68 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELX .047 ELZ .082 69 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELZ .094 70 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELX -.047 ELZ .082 RISA-3D Version 17.0.4 Page 35 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Load Combinations (Continued) Description Solve PDeltaSRSSB...Fa... BLC Factor BLC Fa...BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 71 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELX -.067 ELZ .067 72 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELX -.082 ELZ .047 73 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELX -.094 74 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELX -.082 ELZ -.0... 75 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELX -.067 ELZ -.0... 76 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELX -.047 ELZ -.0... 77 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELZ -.0... 78 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELX .047 ELZ -.0... 79 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELX .067 ELZ -.0... 80 (0.6-0.14Sds)*DL+...Yes Y 1 .962 ELX .082 ELZ -.0... Envelope Maximum Member Section Forces Member Axia...Loc[ft] LC y Shear...Loc[ft] LC z Shear...Loc[ft] LC Torque[...Loc[ft] LC y-y Mome...Loc[ft] LC z-z Mome...Loc[ft] LC 1 M1 m....811 6.75 23 .029 4.219 18 .078 3.375 30 0 5.063 14 .027 3.727 30 .026 3.727 18 2 min -.658 5.906 15 -.078 3.375 18 -.027 3.375 6 -.002 5.063 19 -.01 .844 16 -.011 .844 33 3 M2 m....792 6.75 21 .06 3.375 26 .078 3.375 30 .003 5.063 25 .027 3.727 30 .02 3.797 10 4 min -.639 5.906 13 -.037 .844 26 -.027 3.375 6 0 5.063 14 -.01 .844 12 -.025 3.727 26 5 M3 m...1.138 6.75 33 .055 3.375 26 .029 4.219 22 0 0 67 .012 .844 8 .022 3.797 10 6 min-1.0255.906 8 -.041 .844 26 -.083 3.375 22 -.001 5.063 29 -.029 3.727 22 -.022 3.727 26 7 M4 m...1.129 6.75 28 .033 4.219 18 .029 4.219 22 .001 3.375 31 .012 .844 4 .027 3.727 18 8 min-1.0455.906 3 -.082 3.375 18 -.084 3.375 22 0 0 71 -.029 3.727 22 -.013 .844 19 9 M5 m....632 5.688 8 .053 4.807 33 .334 1.151 10 .01 5.417 9 .165 4.74 26 .024 6.5 25 10 min -.338 4.875 32 -.057 1.625 20 -.324 5.349 10 -.01 .813 27 -.159 3.25 26 -.031 5.349 25 11 M6 m....689 5.688 3 .116 4.063 19 .216 1.151 25 .01 5.417 3 .113 3.25 15 .024 0 25 12 min -.319 0 31 -.085 2.438 25 -.199 5.349 19 -.01 .813 9 -.17 1.151 10 -.03 4.333 19 13 M7 m....65 0 4 .048 4.875 18 .374 3.25 18 .01 5.417 33 .152 4.333 2 .023 0 19 14 min -.326 1.151 28 -.05 1.625 18 -.362 3.182 18 -.01 .813 3 -.186 3.25 18 -.03 1.151 19 15 M8 m....571 1.151 17 .078 4.063 28 .199 3.25 30 .009 5.417 27 .111 3.25 5 .023 6.5 27 16 min -.278 5.417 22 -.102 2.438 32 -.212 5.349 27 -.009 .813 33 -.163 5.349 10 -.026 2.167 33 17 M9 m....234 5.891 7 .014 5.755 8 .135 0 10 0 5.891 17 .157 2.573 26 .006 5.688 9 18 min -.225 5.891 30 -.016 5.823 32 -.132 6.5 10 0 5.891 25 -.225 6.5 10 -.006 5.688 33 19 M10 m....183 0 10 .015 5.214 28 .085 0 23 0 5.891 30 .111 0 14 .008 5.688 21 20 min -.029 0 31 -.015 1.286 32 -.085 6.5 21 0 0 31 -.188 0 25 -.011 4.333 28 21 M11 m....234 0 5 .017 .677 28 .125 0 18 0 0 20 .179 3.927 18 .007 .813 3 22 min -.224 0 30 -.014 .745 4 -.142 6.5 2 0 0 12 -.225 0 2 -.007 .813 27 23 M12 m....172 5.891 10 .012 1.828 23 .121 0 31 0 5.891 23 .102 3.521 30 .007 .813 15 24 min -.03 .813 24 -.018 1.286 23 -.107 6.5 29 0 .813 5 -.196 6.5 27 -.01 2.167 23 25 M13 m....062 6.75 24 .394 6.75 18 0 3.797 6 0 0 14 .001 3.727 30 .817 3.797 18 26 min -.035 0 14 -.357 0 18 0 3.797 30 -.007 0 18 -.001 3.727 6 -.002 3.797 57 27 M14 m....088 6.75 20 .445 0 26 0 3.797 6 .007 0 26 .001 3.727 30 .002 3.797 49 28 min -.049 0 14 -.471 6.75 26 0 3.797 30 0 0 14 -.001 3.727 6 -.96 3.797 26 29 M15 m....064 6.75 27 .399 6.75 18 0 3.797 23 .008 0 18 .001 3.727 31 .804 3.797 18 30 min -.022 0 5 -.351 0 18 0 3.797 31 0 0 14 -.001 3.727 23 -.002 3.797 57 31 M16 m....091 6.75 33 .458 0 26 0 3.797 21 0 0 14 .002 3.727 12 .002 3.797 49 32 min -.047 0 8 -.459 6.75 26 0 3.797 12 -.008 0 26 -.001 3.727 21 -.978 3.797 26 33 M17 m....117 6.75 23 0 3.797 18 .354 0 30 .005 0 30 .809 3.797 30 .001 3.727 18 34 min .017 0 17 0 0 18 -.389 6.75 30 -.003 0 5 -.002 3.727 53 -.001 3.727 26 35 M18 m....148 6.75 28 0 3.727 65 .401 6.75 22 .004 0 14 .002 3.727 14 0 3.727 33 36 min .006 0 3 0 3.727 57 -.355 0 22 -.004 0 22 -.82 3.797 22 0 3.727 8 37 M19 m....098 6.75 21 0 3.797 18 .361 0 30 .003 0 7 .835 3.797 30 .002 3.727 18 38 min .01 0 12 0 0 18 -.4 6.75 30 -.005 0 30 -.002 3.727 53 0 3.727 9 39 M20 m....125 6.75 32 0 3.797 18 .4 6.75 22 .004 0 22 .002 3.727 14 .001 3.727 18 40 min -.007 0 9 0 3.727 57 -.355 0 22 -.004 0 14 -.817 3.797 22 0 3.727 14 41 M21 m....055 0 14 .002 0 64 .034 0 26 .047 0 26 .014 .833 26 0 0 80 42 min -.006 0 26 -.002 1.667 49 -.034 1.667 10 0 0 19 0 .833 49 0 .833 49 RISA-3D Version 17.0.4 Page 36 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Envelope Maximum Member Section Forces (Continued) Member Axia...Loc[ft] LC y Shear...Loc[ft] LC z Shear...Loc[ft] LC Torque[...Loc[ft] LC y-y Mome...Loc[ft] LC z-z Mome...Loc[ft] LC 43 M22 m....053 0 2 .002 0 64 .134 0 22 .03 0 22 .068 1.038 22 0 0 80 44 min -.008 0 30 -.002 2.167 49 -.118 2.167 6 0 0 26 0 1.083 61 -.001 1.083 49 45 M23 m....054 0 6 .002 0 64 .134 0 18 .026 0 18 .068 1.038 18 0 0 80 46 min -.006 0 18 -.002 2.167 49 -.118 2.167 2 0 0 22 0 1.083 57 -.001 1.083 49 47 M24 m....052 0 2 .002 0 64 .126 0 30 .029 0 30 .065 1.061 30 0 0 80 48 min -.005 0 49 -.002 2.167 49 -.114 2.167 14 0 0 77 0 1.083 53 -.001 1.083 49 49 M25 m....054 0 6 .003 0 64 .142 0 26 .002 0 10 .11 1.542 26 0 0 80 50 min -.006 0 26 -.003 3.083 49 -.143 3.083 10 0 0 33 0 1.542 49 -.002 1.542 49 51 M26 m....053 0 2 .002 0 64 .07 0 22 0 0 18 .061 1.083 22 0 0 80 52 min -.008 0 30 -.002 2.167 49 -.07 1.377 6 0 0 10 0 1.083 61 -.001 1.083 49 53 M27 m....054 0 14 .002 0 64 .07 0 18 0 0 27 .061 1.083 18 0 0 80 54 min -.006 0 26 -.002 2.167 49 -.07 1.377 2 0 0 2 0 1.083 57 -.001 1.083 49 55 M28 m....052 0 2 .002 0 64 .063 0 30 0 0 15 .046 1.174 30 0 0 80 56 min -.005 0 22 -.002 2.167 49 -.078 1.964 14 0 0 26 0 1.083 53 -.001 1.083 49 57 M29 m....055 0 6 .002 0 64 .031 0 26 0 0 22 .011 .674 26 0 0 80 58 min -.006 0 26 -.002 1.75 49 -.011 .93 10 -.047 0 26 0 .875 49 0 .875 49 59 M30 m....054 0 2 .002 0 64 .118 0 22 0 0 18 .068 1.128 22 0 0 80 60 min -.008 0 30 -.002 2.167 49 -.134 2.167 6 -.03 0 22 0 1.083 61 -.001 1.083 49 61 M31 m....055 0 14 .002 0 64 .114 0 18 0 0 25 .065 1.106 18 0 0 80 62 min -.006 0 26 -.002 2.167 49 -.126 2.167 2 -.027 0 18 0 1.083 57 -.001 1.083 49 63 M32 m....05 0 2 .002 0 64 .114 0 30 0 0 77 .065 1.106 30 0 0 80 64 min -.005 2.167 57 -.002 2.167 49 -.126 2.167 14 -.029 0 30 0 1.083 53 -.001 1.083 49 65 M33 m....62 5.891 7 .649 .677 10 .164 5.823 32 .001 5.891 17 .018 5.688 9 .61 6.5 10 66 min -.596 5.891 30 -.645 5.688 10 -.14 5.688 8 -.002 5.891 25 -.021 5.688 33 -.346 2.573 26 67 M34 m....619 5.891 5 .589 5.688 18 .165 5.823 28 .002 5.891 20 .019 5.688 3 .398 2.167 18 68 min -.594 5.891 30 -.581 .677 2 -.143 5.688 4 -.001 5.891 12 -.021 5.688 27 -.598 6.5 18 69 M35 m....455 5.891 10 .403 0 16 .126 5.823 21 0 5.891 23 .022 1.286 23 .502 6.5 27 70 min -.079 .813 24 -.433 5.688 12 -.1 5.688 13 0 .813 5 -.025 2.167 24 -.224 3.25 30 71 M36 m....484 5.891 10 .405 5.688 8 .142 .813 3 .004 0 30 .021 .813 4 .301 6.5 14 72 min -.078 5.891 31 -.402 .677 4 -.14 5.688 9 -.004 5.891 31 -.028 2.167 27 -.481 6.5 25 73 M37 m....333 5.496 14 .155 5.71 11 .249 5.71 32 .009 2.783 26 .031 5.71 32 .058 6.852 22 74 min -.309 5.71 22 -.081 1.142 9 -.178 1.142 20 -.011 6.209 10 -.023 5.424 32 -.127 6.852 11 75 M38 m....315 5.496 14 .065 0 3 .239 5.71 28 .012 6.209 2 .03 5.71 28 .126 6.852 17 76 min -.291 5.71 22 -.151 5.71 17 -.166 1.142 24 -.009 2.783 18 -.022 5.424 28 -.058 6.852 22 77 M39 m....269 4.333 10 .221 5.417 27 .251 2.167 28 .005 0 30 .034 2.167 28 .09 6.5 6 78 min -.266 2.031 26 -.219 .677 33 -.213 4.333 32 -.005 5.891 30 -.049 0 17 -.192 6.5 27 79 M40 m....338 5.214 18 .088 0 19 .211 5.417 21 .002 0 14 .029 2.167 23 .081 6.5 25 80 min -.327 1.083 2 -.092 5.417 25 -.225 1.083 23 -.002 5.214 14 -.031 1.286 23 -.057 6.5 14 81 M41 m....353 2.958 20 .009 .77 10 .021 2.219 14 .007 2.219 30 .006 1.109 22 .004 .74 10 82 min -.299 2.589 12 -.011 .74 10 -.021 .74 14 -.01 .37 9 -.006 1.109 14 -.002 2.404 26 83 M42 m....354 2.958 24 .012 2.188 18 .024 2.219 14 .01 0 3 .006 1.479 22 .003 2.589 18 84 min -.305 2.219 16 -.02 .74 2 -.021 .74 14 -.007 2.219 30 -.008 1.479 14 -.005 .74 2 85 M43 m....15 .395 21 .073 0 26 .077 1.236 30 0 2.209 30 .017 1.21 22 0 1.21 49 86 min -.115 0 13 -.068 2.525 26 -.092 1.026 30 -.02 0 10 -.02 1.21 30 -.059 1.21 26 87 M44 m....108 2.525 24 .096 2.525 18 .006 1.341 14 .021 0 2 .007 1.315 22 .06 1.315 18 88 min -.064 1.341 16 -.073 0 18 -.006 1.341 22 0 0 30 -.008 1.315 14 0 1.341 22 89 M45 m....037 2.092 18 .061 0 26 .009 1.22 14 .003 1.22 22 .007 1.198 22 0 1.22 22 90 min -.016 .414 11 -.04 1.896 26 -.009 0 30 -.009 0 11 -.008 1.198 14 -.034 .959 26 91 M46 m....056 2.092 24 .051 2.092 18 .014 1.438 30 .01 0 17 .009 1.416 22 .037 .98 18 92 min -.031 0 15 -.063 0 18 -.013 1.438 22 -.003 1.438 22 -.009 1.416 30 0 1.438 22 93 M47 m....057 1.658 21 .031 0 26 .019 1.14 30 .015 1.14 25 .009 1.14 6 0 .466 18 94 min -.043 1.14 13 -.03 1.658 26 -.018 1.14 6 -.006 1.14 15 -.01 1.14 30 -.013 .829 26 95 M48 m....043 1.658 25 .025 1.658 18 .023 1.192 30 .006 1.192 13 .01 1.175 6 .016 .76 18 96 min -.021 0 16 -.037 0 18 -.021 1.192 6 -.016 1.192 19 -.011 1.175 30 0 1.175 57 97 M49 m....097 1.225 18 .028 0 26 .016 0 6 .042 .51 10 .008 .51 6 0 .498 19 98 min -.061 .51 10 -.025 1.225 26 -.017 0 30 -.004 .51 33 -.009 .51 30 -.01 .498 26 99 M50 m....093 1.225 26 .035 1.225 18 .017 0 6 .003 .51 27 .008 .498 6 .01 .638 18 RISA-3D Version 17.0.4 Page 37 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Envelope Maximum Member Section Forces (Continued) Member Axia...Loc[ft] LC y Shear...Loc[ft] LC z Shear...Loc[ft] LC Torque[...Loc[ft] LC y-y Mome...Loc[ft] LC z-z Mome...Loc[ft] LC 100 min -.061 .51 2 -.029 0 18 -.018 0 30 -.044 .51 2 -.009 .498 30 0 .498 25 101 M51 m....355 .792 33 .01 0 26 .009 .792 22 .023 0 27 0 .388 77 0 .388 65 102 min -.316 0 8 -.01 .792 10 -.009 0 6 -.011 0 22 -.002 .396 6 -.002 .396 10 103 M52 m....353 .792 28 .009 .792 18 .009 .792 22 .011 0 22 0 .388 77 .002 .396 18 104 min -.321 0 4 -.009 0 2 -.009 0 6 -.023 0 17 -.002 .396 6 0 .388 57 105 M53 m....354 2.958 24 .026 0 22 .001 .74 2 .01 0 3 0 2.219 18 .031 1.479 14 106 min -.305 2.219 16 -.028 0 14 0 0 2 -.007 2.219 30 0 .74 2 -.03 1.479 22 107 M54 m....353 .792 28 0 0 77 0 .792 73 .011 0 22 0 .388 65 0 .388 69 108 min -.321 0 4 0 0 53 0 .792 49 -.023 0 17 0 .388 57 0 .388 61 109 M55 m....103 1.479 23 .078 0 30 0 .801 10 .009 2.219 22 0 .801 19 0 .77 19 110 min -.047 0 15 -.075 2.681 30 0 0 10 -.013 2.219 30 0 .801 10 -.062 1.572 30 111 M56 m....087 .792 28 .016 .792 22 0 .792 73 .034 0 22 0 .388 65 .003 .396 22 112 min -.066 0 5 -.016 0 6 0 .792 49 -.042 0 30 0 .388 57 0 .388 61 113 M57 m....103 1.479 22 .095 0 30 0 .801 10 .004 2.219 6 0 .801 18 0 1.479 69 114 min -.023 0 14 -.081 2.681 30 0 0 10 -.005 2.219 30 0 .801 10 -.084 1.479 30 115 M58 m....035 .379 28 .017 .792 6 0 0 18 .015 .388 21 0 .388 18 .004 .379 6 116 min -.013 .388 3 -.019 0 6 0 .388 18 -.017 .388 14 0 .388 11 0 .379 14 117 M59 m....094 2.126 22 .102 0 30 0 1.017 26 .005 2.157 29 0 1.017 2 0 .986 53 118 min -.016 0 14 -.084 2.681 30 0 1.017 2 -.004 2.157 6 0 1.017 26 -.088 1.448 30 119 M60 m....031 .379 32 .017 .792 6 0 .388 10 .017 .388 30 0 .388 33 .004 .379 6 120 min -.015 0 8 -.019 0 6 0 0 10 -.015 .388 23 0 .388 10 0 .379 14 121 M61 m....094 2.188 21 .079 0 30 0 0 2 .012 2.219 30 0 .924 2 0 .924 53 122 min -.032 0 13 -.076 2.681 30 0 .955 2 -.009 2.219 22 0 .924 25 -.063 1.541 30 123 M62 m....089 .792 32 .016 .792 22 0 .792 73 .042 0 30 0 .388 65 .003 .396 22 124 min -.064 0 7 -.016 0 6 0 .792 49 -.034 0 22 0 .388 57 0 .388 61 125 M63 m....353 2.958 20 .039 2.589 14 .002 .37 10 .007 2.219 30 0 .74 10 .027 1.479 14 126 min -.299 2.589 12 -.039 2.589 22 -.002 .77 10 -.01 .37 9 0 1.849 26 -.025 1.479 22 127 M64 m....355 .792 33 0 0 77 0 .792 73 .023 0 27 0 .388 65 0 .388 69 128 min -.316 0 8 0 0 53 0 .792 49 -.011 0 22 0 .388 57 0 .388 61 129 M65 m....369 4.875 14 .013 0 57 .145 6.5 30 0 0 6 0 0 80 .032 3.25 65 130 min -.381 4.875 26 -.013 0 65 -.149 0 30 0 0 30 -.352 3.25 30 -.032 3.25 73 131 M66 m....363 5.417 14 .018 6.5 65 .219 6.5 29 0 0 30 0 0 80 .034 3.385 65 132 min -.374 1.422 18 -.018 6.5 57 -.202 0 30 0 0 6 -.386 3.385 30 -.034 3.385 73 133 M67 m....332 4.875 15 .014 6.5 65 .143 6.5 30 0 0 7 0 0 80 .032 3.25 65 134 min -.191 0 26 -.014 6.5 73 -.148 0 30 0 0 31 -.353 3.25 30 -.032 3.25 73 135 M68 m....327 0 7 .021 6.5 65 .215 6.5 61 0 0 29 0 0 80 .035 3.385 65 136 min -.162 0 18 -.021 6.5 73 -.2 0 30 0 0 5 -.387 3.385 30 -.035 3.385 73 137 TME M...m....12 6.75 50 .011 6.75 69 .011 6.75 73 .002 0 2 .019 3.516 65 .019 3.516 69 138 min -.125 0 58 -.011 6.75 61 -.011 6.75 49 -.002 0 26 -.019 3.516 57 -.019 3.516 61 139 MP-3 m....066 6.75 64 .007 0 77 .007 0 65 .002 0 18 .011 4.008 65 .011 4.008 69 140 min -.063 0 56 -.007 0 53 -.007 0 57 -.002 0 10 -.011 4.008 57 -.011 4.008 61 141 MP-4 m....079 6.75 52 .007 0 77 .007 0 65 .002 0 18 .004 4.008 65 .004 4.008 69 142 min -.076 0 60 -.007 0 53 -.007 0 57 -.002 0 10 -.004 4.008 57 -.004 4.008 61 143 M72 m....553 3.088 32 .019 3.088 24 .039 3.088 6 0 3.088 22 .022 6.175 10 .024 6.175 33 144 min-1.0961.479 9 -.02 1.415 25 -.039 3.088 26 0 3.088 11 -.022 6.175 22 -.018 0 25 145 M73 m....431 1.479 22 .02 3.088 28 .039 3.088 26 0 3.088 9 .022 6.175 30 .024 6.175 19 146 min -.893 1.479 12 -.018 1.415 28 -.039 3.088 14 0 0 25 -.022 6.175 10 -.017 1.479 11 147 M74 m....431 4.696 22 .017 4.76 32 .039 3.088 14 0 0 30 .022 0 30 .023 0 25 148 min -.915 4.696 16 -.018 3.088 32 -.039 3.088 18 0 0 3 -.022 0 2 -.017 4.696 17 149 M75 m....536 3.088 28 .019 4.76 20 .039 3.088 18 0 0 17 .022 0 2 .022 0 27 150 min-1.1264.696 3 -.017 3.088 20 -.039 3.088 6 0 0 22 -.022 0 22 -.018 6.175 19 151 M76 m....143 4.25 21 .043 2.125 10 .016 8.5 18 .005 6.375 19 .018 0 25 .045 2.125 10 152 min -.077 2.125 14 -.044 4.25 22 -.017 0 26 -.005 0 25 -.017 2.125 9 -.046 4.25 10 153 M77 m....21 4.25 18 .053 0 2 .013 8.5 32 .005 6.375 33 .018 0 19 .032 0 3 154 min -.002 6.464 6 -.053 8.5 2 -.013 0 20 -.005 0 19 -.014 4.25 2 -.051 6.375 3 155 M78 m....145 2.125 31 .044 4.25 30 .016 8.5 26 .005 6.375 27 .017 8.5 27 .042 6.375 10 156 min -.076 2.125 6 -.043 8.5 14 -.016 0 18 -.005 0 33 -.016 6.375 11 -.043 4.25 10 RISA-3D Version 17.0.4 Page 38 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Envelope Maximum Member Section Forces (Continued) Member Axia...Loc[ft] LC y Shear...Loc[ft] LC z Shear...Loc[ft] LC Torque[...Loc[ft] LC y-y Mome...Loc[ft] LC z-z Mome...Loc[ft] LC 157 M79 m....205 4.25 26 .056 0 10 .013 8.5 24 .005 6.375 25 .018 8.5 25 .033 8.5 9 158 min -.003 6.464 14 -.056 8.5 10 -.013 0 29 -.005 0 27 -.015 4.25 10 -.055 2.125 9 159 M80 m....711 3.593 22 .018 1.073 18 .041 1.027 22 .001 0 10 .039 4.48 20 .03 1.073 18 160 min -.42 4.48 15 -.016 1.073 10 -.04 1.073 22 -.001 0 18 -.009 1.073 2 -.031 4.48 18 161 M81 m....309 2.24 25 .099 0 29 .056 2.24 9 .013 1.073 10 .044 2.24 9 .088 1.05 6 162 min -.085 2.24 14 -.171 1.073 10 -.023 1.073 30 0 1.073 30 -.017 1.073 10 -.152 1.073 10 163 M82 m....278 2.24 19 .167 1.073 2 .053 2.24 3 0 1.073 30 .042 2.24 3 .146 1.073 2 164 min -.084 2.24 14 -.098 0 31 -.022 1.073 30 -.012 1.073 2 -.016 1.073 2 -.088 1.05 6 165 M83 m...1.07 3.593 18 .041 0 14 .039 1.027 18 0 1.073 6 .049 4.48 2 .043 1.073 30 166 min -.076 4.48 14 -.041 0 22 -.031 1.073 18 0 1.073 30 -.006 1.073 11 -.043 1.073 6 167 M84 m....3 2.24 19 .076 1.073 29 .054 2.24 3 .008 1.073 4 .045 2.24 3 .137 1.05 17 168 min -.038 2.24 13 -.17 0 17 -.019 1.073 30 -.003 1.073 30 -.011 2.24 30 -.104 1.073 6 169 M85 m....315 2.24 33 .168 0 3 .054 2.24 17 .003 1.073 22 .043 2.24 17 .104 1.073 14 170 min -.043 2.24 7 -.073 1.073 22 -.019 1.073 22 -.008 1.073 16 -.011 2.24 22 -.139 1.05 3 171 M86 m....715 3.593 30 .011 1.073 10 .041 1.027 30 0 0 18 .039 4.48 32 .021 4.48 18 172 min -.422 4.48 5 -.012 1.073 18 -.04 1.073 30 0 0 10 -.009 1.073 2 -.02 1.073 18 173 M87 m....291 2.24 33 .099 0 21 .051 2.24 17 .012 1.073 2 .04 2.24 17 .088 1.05 14 174 min -.085 2.24 6 -.145 1.073 2 -.022 1.073 22 0 1.073 22 -.016 1.073 2 -.133 1.073 2 175 M88 m....315 2.24 27 .148 1.073 10 .053 2.24 11 0 1.073 22 .042 2.24 11 .137 1.073 10 176 min -.084 2.24 6 -.099 0 23 -.023 1.073 22 -.012 1.073 10 -.017 1.073 10 -.088 1.05 14 177 M89 m....91 3.593 26 .041 0 22 .044 1.027 26 0 1.073 30 .045 4.48 10 .043 1.073 6 178 min -.076 4.48 14 -.041 0 14 -.034 1.073 26 0 1.073 6 -.007 1.073 17 -.043 1.073 30 179 M90 m....345 2.24 27 .073 1.073 22 .057 2.24 11 .008 1.073 12 .045 2.24 11 .142 1.05 9 180 min -.043 2.24 5 -.167 0 9 -.02 1.073 22 -.003 1.073 22 -.011 2.24 22 -.105 1.073 14 181 M91 m....338 2.24 25 .172 0 11 .06 2.24 9 .003 1.073 30 .047 2.24 9 .104 1.073 6 182 min -.039 2.24 15 -.077 1.073 31 -.019 1.073 30 -.008 1.073 8 -.011 2.24 30 -.144 1.05 11 183 MP-1 m....143 6.75 53 .014 0 77 .014 0 65 .002 0 2 .016 3.938 65 .016 3.938 69 184 min -.139 0 61 -.014 0 53 -.014 0 57 -.002 0 26 -.016 3.938 57 -.016 3.938 61 185 MP-2 m....145 6.75 59 .014 0 77 .014 0 65 .002 0 2 .016 3.938 65 .016 3.938 69 186 min -.138 0 51 -.014 0 53 -.014 0 57 -.002 0 26 -.016 3.938 57 -.016 3.938 61 187 TME M...m....136 6.75 56 .013 6.75 69 .013 6.75 73 0 0 18 .021 3.516 65 .021 3.516 69 188 min -.138 0 64 -.013 6.75 61 -.013 6.75 49 0 0 10 -.021 3.516 57 -.021 3.516 61 189 M95 m...1.109 .792 28 0 0 77 0 .792 73 .123 0 22 0 .396 65 0 .396 69 190 min-1.009 0 4 0 0 53 0 .792 49 -.26 0 17 0 .396 57 0 .396 61 191 M96 m...1.117 .792 33 0 0 77 0 .792 73 .263 0 27 0 .396 65 0 .396 69 192 min -.992 0 8 0 0 53 0 .792 49 -.123 0 22 0 .396 57 0 .396 61 193 M97 m...1.113 2.958 24 .177 0 22 .011 .74 2 .109 0 3 .006 2.219 18 .223 1.479 14 194 min -.958 2.219 16 -.189 0 14 -.011 0 2 -.076 2.219 30 -.008 .74 2 -.212 1.479 22 195 M98 m...1.11 2.958 20 .204 2.589 14 .015 .37 10 .075 2.219 30 .008 .74 10 .199 1.479 14 196 min -.938 2.589 12 -.203 2.589 22 -.014 .77 10 -.11 .37 9 -.003 2.219 26 -.188 1.479 22 Envelope Wood Code Checks Mem...Shape Code Check Lo... LC Shear Check Lo......LC Fc' ...Ft' [...Fb1...Fb2...Fv' ... RB CL CP Eqn 1 M50 2X4 .039 .498 4 .941 1....y 2 2.2...1.38 2.4...2.7....288 4.7....996 .92 3.9-1 2 M96 2-2X6 .050 0 8 .919 0 z 27 1.4...1.1...1.8...2.1....288 2.4....999 .594 3.9-1 3 M95 2-2X6 .051 0 4 .909 0 z 17 1.4...1.1...1.8...2.1....288 2.4....999 .594 3.9-1 4 M49 2X4 .039 .498 8 .906 0 y 10 2.2...1.38 2.4...2.7....288 4.32 .996 .92 3.9-1 5 M62 2X4 .013 .396 7 .869 0 z 30 2.2...1.38 2.4...2.7....288 3.8....997 .92 3.9-1 6 M56 2X4 .013 .396 5 .867 0 z 30 2.2...1.38 2.4...2.7....288 3.8....997 .92 3.9-1 7 M44 2X4 .101 1....2 .529 2....y 2 2.2...1.38 2.46 2.7....288 6.8....99 .903 3.9-1 8 M43 2X4 .118 1....11 .494 0 y 10 2.2...1.38 2.4...2.7....288 4.32 .996 .903 3.9-1 9 M51 2X4 .050 .396 8 .492 .792y 27 2.2...1.38 2.4...2.7....288 4.32 .996 .92 3.9-1 10 M52 2X4 .050 .396 4 .486 .792y 17 2.2...1.38 2.4...2.7....288 3.8....997 .92 3.9-1 11 M64 2X4 .044 0 8 .483 0 z 27 2.2...1.38 2.4...2.7....288 3.8....997 .92 3.9-1 12 M54 2X4 .044 0 4 .478 0 z 17 2.2...1.38 2.4...2.7....288 3.8....997 .92 3.9-1 RISA-3D Version 17.0.4 Page 39 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Company : Tower Engineering Professionals Apr 16, 2021 9:54 AMDesigner : Ryan W. Tschetter, P.E. Job Number : TEP No. 255730.502330 Checked By:_____ Model Name : Chung T-Mobile DN01277C (BU 851969) Envelope Wood Code Checks (Continued) Mem...Shape Code Check Lo... LC Shear Check Lo......LC Fc' ...Ft' [...Fb1...Fb2...Fv' ... RB CL CP Eqn 13 M98 2-2X6 .115 1....14 .417 2....y 25 1.1...1.1...1.8...2.1....288 4.6....997 .48 3.9-1 14 M97 2-2X6 .125 1....14 .409 0 y 3 1.1...1.1...1.8...2.1....288 4.6....997 .48 3.9-1 15 M38 2X4 .245 6....17 .376 6....y 2 .796 1.38 2.0...2.3....288 11.....97 .32 3.9-3 16 M37 2X4 .242 6....12 .362 5....z 9 .796 1.38 2.1...2.3....288 4.9....996 .32 3.9-1 17 M48 2X4 .041 1....15 .360 1....y 18 2.2...1.38 2.4...2.7....288 5.5....994 .92 3.9-1 18 M58 2X4 .007 .379 5 .357 .388 y 14 2.2...1.38 2.4...2.7....288 3.8....997 .92 3.9-1 19 M60 2X4 .007 .379 7 .352 .388 y 30 2.2...1.38 2.4...2.7....288 3.8....997 .92 3.9-1 20 M55 2X4 .100 1....14 .337 2....y 30 2.1...1.38 2.4...2.7....288 4.32 .996 .857 3.9-1 21 M47 2X4 .042 1....13 .336 1....y 25 2.2...1.38 2.4...2.7....288 4.32 .996 .92 3.9-1 22 M61 2X4 .102 1....14 .327 2....y 30 2.1...1.38 2.4...2.7....288 4.32 .996 .857 3.9-1 23 M33 2-2X4 .581 6.5 25 .326 5....y 26 .873 1.38 2.1...2.3....288 5.5....995 .351 3.9-3 24 M34 2-2X4 .569 6.5 19 .296 5....y 18 .873 1.38 2.1...2.3....288 2.4....999 .351 3.9-3 25 M39 2X4 .545 6.5 11 .290 5....y 29 .873 1.38 2.1...2.3....288 4.9....996 .351 3.9-1 26 M46 2X4 .064 1....17 .270 0 y 17 2.2...1.38 2.4...2.7....288 6.2....992 .92 3.9-1 27 M40 2X4 .202 6.5 9 .247 1....z 23 .873 1.38 2.1 2.3....288 11.....972 .351 3.9-3 28 M45 2X4 .059 1....9 .239 0 y 11 2.2...1.38 2.4...2.7....288 4.32 .996 .92 3.9-1 29 M63 2X4 .071 1....13 .222 2....y 25 2.1...1.38 2.4...2.7....288 7.4....988 .857 3.9-1 30 M42 2X4 .061 1....15 .218 .74 y 3 2.1...1.38 2.4...2.7....288 4.32 .996 .857 3.9-1 31 M36 2-2X4 .462 6.5 25 .217 5....y 8 .873 1.38 2.1...2.3....288 2.4....999 .351 3.9-3 32 M35 2-2X4 .480 6.5 27 .215 5....y 12 .873 1.38 2.1...2.3....288 5.5....995 .351 3.9-3 33 M53 2X4 .078 1....15 .214 0 y 3 2.1...1.38 2.4...2.7....288 7.4....988 .857 3.9-1 34 M41 2X4 .056 2....13 .211 .74 y 9 2.1...1.38 2.4...2.7....288 4.32 .996 .857 3.9-1 35 M59 2X4 .140 1....30 .198 0 y 30 2.1...1.38 2.4...2.7....288 4.32 .996 .857 3.9-3 36 M57 2X4 .134 1....30 .193 0 y 30 2.1...1.38 2.4...2.7....288 4.32 .996 .857 3.9-3 RISA-3D Version 17.0.4 Page 40 [C:\...\...\...\...\...\RISA\FRP Enclosure.r3d] Tower Engineering Profes... Ryan W. Tschetter, P.E. TEP No. 255730.502330 Chung T-Mobile DN01277C (BU 851969) SK - 1 Apr 16, 2021 at 10:09 AM FRP Enclosure with Roof Joists & ... 2.6 -3.6 1.1 -7.7 5.2 -22.7 0.4 -2 Y XZ Loads: BLC 42, Wall Wind 270 Envelope Only Solution Member z Bending Moments (k-ft) (Enveloped) Tower Engineering Profes... Ryan W. Tschetter, P.E. TEP No. 255730.502330 Chung T-Mobile DN01277C (BU 851969) SK - 1 Apr 16, 2021 at 10:10 AM FRP Enclosure with Roof Joists & ... 2.8 -3.3 1.5 -7.1 5.7 -21.9 0.5 -2 Y XZ Envelope Only Solution Member z Bending Moments (k-ft) (Enveloped) April 16, 2021 Shrouded Antenna Mounts and Rooftop Structural Analysis Report CCI BU No 851969 TEP Project Number 255730.502330, Order 497138, Revision 1 Page 6 APPENDIX B ADDITIONAL CALCULATIONS ASCE 7 Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Risk Category:II Soil Class:D - Default (see Section 11.4.3) Elevation:7587.67 ft (NAVD 88) Latitude: Longitude: 40.383375 -105.50595 Wind Results: Wind Speed: 107 Vmph 10-year MRI 77 Vmph 25-year MRI 84 Vmph 50-year MRI 88 Vmph 100-year MRI 93 Vmph Special Special Wind Region -- Mountainous terrain, gorges, and special wind regions shown in Fig. 26.5-1 shall be examined for unusual wind conditions. The Authority Having Jurisdiction shall, if necessary, adjust the values given in Fig. 26.5-1 to account for higher local wind speeds. Such adjustment shall be based on meteorological information and an estimate of the basic wind speed obtained in accordance with the provisions in Section 26.5.3. 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 Apr 12 2021 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. Page 1 of 4https://asce7hazardtool.online/Mon Apr 12 2021 SS : 0.253 S1 : 0.064 F a : 1.598 F v : 2.4 SMS : 0.404 SM1 : 0.154 SDS : 0.269 S D1 : 0.103 T L : 4 PGA : 0.144 PGA M : 0.217 F PGA : 1.513 Ie : 1 C v : 0.806 Design Response Spectrum S (g) vs T(s)a MCE Response SpectrumR S (g) vs T(s)a Design Vertical Response Spectrum S (g) vs T(s)a MCE Vertical Response SpectrumR S (g) vs T(s)a Seismic Site Soil Class: Results: Seismic Design Category D - Default (see Section 11.4.3) B Data Accessed: Date Source: Mon Apr 12 2021 USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. Page 2 of 4https://asce7hazardtool.online/Mon Apr 12 2021 Ice Results: Data Source: Date Accessed: Ice Thickness: 0.25 in. Concurrent Temperature: 5 F Gust Speed: 50 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Mon Apr 12 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. In the mountain west, ice thicknesses may exceed the mapped values in the foothills and passes. However, at elevations above 5,000 ft, freezing rain is unlikely. 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. Snow Results: Elevation: Data Source: Date Accessed: Mon Apr 12 2021 In "Case Study" areas, site-specific case studies are required to establish ground snow loads. Extreme local variations in ground snow loads in these areas preclude mapping at this scale. Ground snow load determination for such sites shall be based on an extreme value statistical analysis of data available in the vicinity of the site using a value with a 2 percent annual probability of being exceeded (50-year mean recurrence interval). Site is outside ASCE/SEI 7-16, Table 7.2-2 boundaries. For ground snow loads in this area, see SEAC Snow Load Committee. (2016). Colorado Design Snow Loads, Structural Engineers Association of Colorado. Statutory requirements of the Authority Having Jurisdiction are not included. Page 3 of 4https://asce7hazardtool.online/Mon Apr 12 2021 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. Page 4 of 4https://asce7hazardtool.online/Mon Apr 12 2021 Larimer County Structural Design Information 2018 International Residential Code (IRC) Homes and accessory buildings may be constructed per the prescriptive requirements of the IRC. The IRC has no prescriptive structural design tables for ground snow loads exceeding 70 psf or for Ultimate Design Wind Speeds equal to or exceeding 140 mph. Designs for such sites may instead use the International Building Code (IBC), ASCE Minimum Design Loads for Buildings and Other Structures (ASCE 7-16), the AF&PA Wood Frame Construction Manual, AISI Standard (S230) for Cold-Formed Steel Framing - Prescriptive Method for One- and Two-Family Dwellings, ICC Standard (400-12) on the Design and Construction of Log Structures, or ICC Standard (600-14) for Residential Construction in High-Wind Regions. See below for design values. Exception: Loafing sheds and pole barns may be constructed per Larimer County Prescriptive Design Standards. 2018 International Building Code (IBC) 1608.2 Ground Snow Loads The design ground snow load shall comply with the Colorado Design Snow Loads Report and Map, published by the Structural Engineers Association of Colorado (dated May 6, 2015) or the table below. The design roof snow load values shall be determined from Section 1608 of the IBC, including all applicable factors, and loading and drifting considerations of ASCE 7, Chapter 7, but in no case shall the final design roof snow load be less than a uniformly distributed load of 30 psf. Exception: Heated greenhouses meeting specific criteria may take the full load reductions allowed per ASCE 7. Ground Snow Load Table Notes: Ground snow load (pg) may be linearly interpolated between tabulated values. For ground elevations above 10,000 feet, the ground snow load (Pg) shall be determined from the SEAC Snow Loads Report and Map noted above. 1609 Wind Loads Minimum Basic Design Wind Speeds (V) vary between 115 and 225 mph. Wind exposure category shall be Exposure C unless designated otherwise by the design professional based on site-specific conditions and approved by the building official. Basic Design Wind Speed for a project shall comply with the Colorado Front Range Gust Map – ASCE 7-10 Compatible, published by the Structural Engineers Association of Colorado (dated 11/18/13) or the Larimer County Ultimate/Basic Design Wind Speed Map. See our interactive winds map for wind speeds, snow loads and other site-specific design criteria. 1611. 1 Design Rain Loads The design rainfall shall be based on the 100-year hourly rainfall rate indicated in Figure 1611.1 or on other rainfall rates determined from approved local weather data. 1612 Flood Loads Building construction within Flood Plain Overlay Zone Districts established in the Larimer County Land Use Code Section 4.2.2 shall comply with the requirements of LUC 4.2.2. 1613 Earthquake Loads. Except as noted below, seismic design values shall be determined from Section 1613 of the IBC. Site-specific seismic design values shall be determined from the USGS website http://earthquake.usgs.gov/designmaps/us/application.php For Risk categories I & II, the following values may be used for design: 0.2 second spectral response acceleration Ss = 0.229g, Site Class D, Seismic Design Category B 1.0 second spectral response acceleration S1 = 0.068g, Site Class D, Seismic Design Category B 1809.5 Frost protection Except where otherwise protected from frost, foundations and other permanent supports of buildings and structures shall be protected from frost by extending a minimum of 30 inches below grade. Ground Elevation does not exceed (feet) Ground Snow Load Pg (psf) 5,000 35 6,000 45 6,500 50 7,000 60 8,000 70 9,000 100 10,000 140 P.O. Box 1190, Fort Collins, Colorado 80522-1190, Planning (970) 498-7683 Building (970) 498-7700, Larimer.org Chung T‐Mobile DN01277C (BU 851969) TEP #: Analysis:RWT 4/16/2021 Wind Loads on Other Structures (ASCE 7 Calculations)_v0.1.3 Check:AAS 4/16/2021 ASCE:7‐16 IBC:2018 TIA:Rev. H Bldg. Height:23.67 ft, z Bldg. Width:34.9 ft, W Bldg. Length:41.67 ft, L Ground Elevation:7588 ft Equipment Centerline:36 ft Ht. above roof:12.33 ft, z r Parapet Ht.:0 ft Dist. from Edge of Bldg.:0 ft, X b1 Isolated/Unobstructed?:N/A Ultimate Wind Speed:175 mph Kz:1.02 GCr:1.90 (Unreduced) Exposure:C Kzt:1.0 (Topo. Factor) G:0.85 KS:1.00 Supporting Structure:Building Ke:0.76 Description Load Type Height (ft) Width (ft)Applied Wind Pressure (ksf) Shroud Chimney 7.8333 6.5 0.110 255730.502330 Building Codes Supporting Structure Information Wind Design Information Wind Pressure Calculations (> 50ft above other Structures across 90 deg sector) Chung T‐Mobile DN01277C (BU 851969) TEP No. Analysis By:RWT 4/16/2021 Checked By:AAS 4/16/2021 Code Revisions:IBC 2018 Tower Type:68.0 Ult. Wind Velocity:175.0 mph Kzt:1.000 Section 2.6.6 Live Load Velocity:30.0 mph Kd:0.950 Ice Wind Velocity:50.0 mph Kz‐Mount:1.021 Section 2.6.5.2 Base Ice Thickness:0.25 inches Kz‐Antenna:1.021 Section 2.6.5.2 Mount Centerline:36.0 ft Kiz:1.009 Section 2.6.10 Antenna Centerline:36.0 ft Ice Thickness:0.252 inches ‐ Section 2.6.10 Exposure Category:C Kes‐wind:1.00 Annex S (Table S‐1) Topo Category:1 Kes‐ice:1.00 Annex S (Table S‐1) Risk Category:II Ks:1.00 Section 2.6.7 Ground Elevation:7588 ft (qzGh)Mount:57.76 (qzGh)Mount:4.72 (qzGh)Antenna:57.76 (qzGh)Antenna:4.72 Seismic Code Revisions: Seismic Risk Category: SDS:0.269 Design Short Period Spectral Accel. Ip:1.0 Importance Factor Rp:2.0 Response Modification Factor ρ:1.0 As:3.0 Applification Factor ‐ TIA‐222‐H Section 2.7.8.1 S1:0.064 Spectral Acceleration at a Period of 1 Second Cs:0.135 kips/kip TIA‐H Sec 2.7.7.1.1 Cs‐min:0.030 kips/kip TIA‐H Sec 2.7.7.1.1 Seismic Input Seismic Design Force II TIA‐222‐H 255730.502330 Wind Calculations: TIA‐222‐H Building Wind Inputs: Without Ice ‐ (psf) With Ice ‐ (psf) Universal Force Generator ‐ V1.8 Chung T‐Mobile DN01277C (BU 851969) TEP No. Analysis By:RWT 4/16/2021 Checked By:AAS 4/16/2021 Antenna Loads are Calculated in Accordance with TIA‐222‐H Azimuth is the absolute angle measured clockwise from RISA‐3D global X‐axis. MFR Model Height (in) Width (in) Depth (in)Wt. (lbs) Azimuth°Qty Shape Member Label Location #1 (ft,%) Location #2 (ft,%) Location #3 (ft,%) Commscope FFVV‐65C‐R3‐V1_TMO 95.90 0.00 0.00 124.60 0.00 1 Flat MP‐1 0.25 6.25 Commscope FFVV‐65C‐R3‐V1_TMO 95.90 0.00 0.00 124.60 120.00 1 Flat MP‐2 0.25 6.25 Commscope FFVV‐65C‐R3‐V1_TMO 95.90 0.00 0.00 124.60 240.00 1 Flat MP‐4 0.25 6.25 Nokia AEHC 35.43 0.00 0.00 99.20 0.00 1 Flat MP‐2 1.00 4.00 Nokia AEHC 35.43 0.00 0.00 99.20 120.00 1 Flat MP‐3 1.00 4.00 Nokia AEHC 35.43 0.00 0.00 99.20 240.00 1 Flat MP‐1 1.00 4.00 Nokia AHFIG_TMO 28.74 0.00 0.00 70.55 0.00 1 Flat TME MP‐1 1.00 Nokia AHFIG_TMO 28.74 0.00 0.00 70.55 0.00 1 Flat TME MP‐1 3.50 Nokia AHFIG_TMO 28.74 0.00 0.00 70.55 0.00 1 Flat TME MP‐1 6.00 Nokia AHLOA_T‐Mobile 26.60 0.00 0.00 83.80 180.00 1 Flat TME MP‐2 1.00 Nokia AHLOA_T‐Mobile 26.60 0.00 0.00 83.80 180.00 1 Flat TME MP‐2 3.50 Nokia AHLOA_T‐Mobile 26.60 0.00 0.00 83.80 180.00 1 Flat TME MP‐2 6.00 Commscope HCS 2.0 Part 1 14.00 0.00 0.00 23.50 0.00 1 Flat MP‐1 3.00 Commscope HCS 2.0 Part 1 14.00 0.00 0.00 23.50 0.00 1 Flat MP‐2 3.00 255730.502330 Distance from start node of the member Universal Force Generator ‐ V1.8 Chung T‐Mobile DN01277C (BU 851969) TEP No. Analysis By:RWT 4/16/2021 Checked By:AAS 4/16/2021 Member Forces are Calculated in Accordance with TIA‐222‐H Member Name Wind Proj. (in) Length (in) Shape θ (°)Perimeter (in) FH‐1 3.500 126.00 Round 90.00 11.00 MP‐1.5 2.375 48.00 Round 7.46 MP‐2.5 2.375 48.00 Round 7.46 MP‐3.5 2.375 48.00 Round 7.46 MP‐4.5 2.375 48.00 Round 7.46 SH‐1 4.000 51.75 Flat 0.00 16.00 SV‐1 4.500 16.00 Round 14.14 255730.502330 Universal Force Generator V1.8 TEP No. Analysis By:RWT 4/16/2021 FRP Tube Columns Checked By:AAS 4/16/2021 Input ‐ Loads (From RISA)Results Summary P 1098 lbs Axial 6.1% OK V 471 lbs Bending 64.0% OK M 977 lb‐ft Interaction 64.3% OK Controlling Member M16 Shear 25.1% OK Input ‐ Material Properties FRP Series E 2600000 psi Input ‐ Shape Properties Member Size A 2.74 in^2 K 1.0 Aw 1.25 in^2 L 6.8 ft b 3 in Lu 3.4 ft t 0.25 in KLu/r 35.8 r 1.13 in I 3.5 in^4 S 2.33 in^3 Compression Factor of Safety 3 Fu 19658 psi ‐ short column mode Fa 6553 psi ‐ short column mode Fu' 32228 psi ‐ long column mode Fa' 10743 psi ‐ long column mode Pa 17954.72 lbs Axial Capacity = 6.1% OK Bending Factor of Safety 2.5 Fu 19658 psi Fb 7863 psi Ma 1527 lb‐ft Bending Capacity = 64.0% OK Interaction Capacity = 70.1% OK Shear Factor of Safety 3 Fu 4500 psi Fv 1500 psi Va 1875 lbs Shear Capacity = 25.1% OK Strongwell Extren Series 500/525 HSS3x3x1/4 255730.502330 Chung T‐Mobile DN01277C (BU 851969) FRP Square Tube Analysis Tower Engineering Professionals, Inc. 326 Tryon Road|Raleigh, NC 27603‐3530|Office: (919) 661‐6351|Fax: (919) 661‐6350|www.tepgroup.net TEP No. Analysis By:RWT 4/16/2021 FRP Tube Horizontals Checked By:AAS 4/16/2021 Input ‐ Loads (From RISA)Results Summary P 691 lbs Axial 3.8% OK V 377 lbs Bending 14.4% OK M 220 lb‐ft Interaction 15.7% OK Controlling Member M9 Shear 20.1% OK Input ‐ Material Properties FRP Series E 2600000 psi Input ‐ Shape Properties Member Size A 2.74 in^2 K 1.0 Aw 1.25 in^2 L 6.5 ft b 3 in Lu 3.3 ft t 0.25 in KLu/r 34.5 r 1.13 in I 3.5 in^4 S 2.33 in^3 Compression Factor of Safety 3 Fu 19658 psi ‐ short column mode Fa 6553 psi ‐ short column mode Fu' 33848 psi ‐ long column mode Fa' 11283 psi ‐ long column mode Pa 17954.72 lbs Axial Capacity = 3.8% OK Bending Factor of Safety 2.5 Fu 19658 psi Fb 7863 psi Ma 1527 lb‐ft Bending Capacity = 14.4% OK Interaction Capacity = 18.3% OK Shear Factor of Safety 3 Fu 4500 psi Fv 1500 psi Va 1875 lbs Shear Capacity = 20.1% OK Strongwell Extren Series 500/525 HSS3x3x1/4 Chung T‐Mobile DN01277C (BU 851969) 255730.502330 FRP Square Tube Analysis Tower Engineering Professionals, Inc. 326 Tryon Road|Raleigh, NC 27603‐3530|Office: (919) 661‐6351|Fax: (919) 661‐6350|www.tepgroup.net