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HomeMy WebLinkAboutCOMA2020-3466 (2)v lg � DATE OF ISSUANCEP E C 18 2020 �>EP 24 202Q l 9--o—�q- //� PERMIT #: BUILDING PERMIT APPLICATION (NA AS I. PRINT 1.1-.CHnLY—CON'IPLl I LN IIRL IORM) JOB ADDRESS: 223 Peach St SUITE # LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): Enerlech CURRENT MAILING ADDRESS: 1�3 , ` b wr f�,� t eL r'e- CITY/STATE/ZIP: 6 NYJI, r( r6 /�eIA a rrp 1, � �I+%_: 4 99003-814-2015 Fax # PROPERTY OWNER: City of Grapevine CURRENT MAILING ADDRESS: 200 S Main St CITY/STATE/ZIP: PROJECT VALUE: $12500 PHONE NUMBER: FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? K hec mwn ❑tat apply, ELECTRIC ! PLUMBING— MECHANICAL DESCRIPTION OF WORKTO BE DONE: TMOBILE Anchor remove/replace ground cabinets and antennas. USE OF BUILDING OR STRUCTURE: Existing Communications Equipment on Water Tower NAME OF BUSINESS: City of Grapevine Water Tower Total Square Footage under roof: Square Footage of alteration/addition: 150 I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) ❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. ontrol Number: _ _ (Not required for I & 2 family dwellings) V _ hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: Jennifer Scivally SIGNATURE an+c)p o-1_ *[] CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL �J tJ C� o-t4,4 l uA-,e- ' THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT t Construction Type:O-gi Permit Valuation: $ 1;2,4m 1 Setbacks Approval to Issue { { Occupancy Group: </ Fire Sprinkler: YES _ NO Front: Electrical I { Division: Building Depth: Left: Plumbing 1 Zoning: 1!;;;L1 Building Width: Rear: Mechanical A) I { Occupancy Load: 2 `, t frLfi � _ Right: { { Plan Review Approval: Date: J� a 20 Building Permit Fee: { Site Plan Approval: Date: Plan Review Fee: );'ire Department* Date: / -/ 2J Lot Drainage Fee: ublic Works Department: Date:_ , -o Sewer Availability Rate: Health Deparinient: Date: Water Availability Rate: Approved for Permit: Date: Total Fees: { Lot Drainage Submitted: Approved: Total Amount Due: PO BOX MiN, GRAPEVINE.TX 18099(811) 41031% T Nr�)/L1 lex4�r,S 21 oo-JiC OJ 0 FORM5105PERMITAPPLICAT l BUILDING --- COMMERCIAL ALTERATION hit. 11f �J� Issue Date: December 18, 2020 11�f' PROJECT DESCRIPTION: Cell Tower Modifications'T-Mobile" **12/18/20 PER CAROL MARCHANT $350 WAIVED AS THIS WILL BE A THIRD PARTY INSPECTION — PROJECT # (817)410-3010 WWW.mygov.us COMA-20-3466 Inspections Permits City of Grapevine P.O. Box 95104 LOCATION TENANT LEGAL Grapevine, TX 76099 Water Tower City of Grapevine Grapevine Service Center (817) 410-3165 Voice 224 W Peach St. Addition Blk 1 Lot 6 (817) 410,3012 Fax Grapevine, TX 76051 Water Tower CONTRACTOR INFORMATION Enertech Resources, LLC * CONDITIONAL USE REQUIRED? NO 1820 Watson Ln East * CONSTRUCTION TYPE II-B New Braunfels, TX 78130 * OCCUPANCY GROUP U (830) 3874502 Phone * OCCUPANCY LOAD 2 (830) 387-4511 Fax * ZONING DISTRICT GU ( ** NAME OF BUSINESS T-Mobile **APPLICANT NAME Jennifer Scivally OWNER **APPLICANT PHONE NUMBER I 682-23-1290 City Of Grapevine - — *SITE PLAN /SPECIAL USE / CU? - N/A PO Box 95104 1) Certified Energy Code Inspected YES Grapevine, TX 76099-9704 2) Accessibility Review N/A AVAILABLE INSPECTIONS 3) Control Number � Final Fire Dept Inspection (required) 4) Asbestos Survey YES P Building Final (required) Acreage APPROVED TO ISSUE ELECTRIC NO APPROVED TO ISSUE HOOD NO APPROVED TO ISSUE MECHANICAL NO APPROVED TO ISSUE PLUMBING NO County Tarrant Fire Sprinkler System? N/A Square Footage VALUATION 12500 What is use of Budding/Structure? Cell Tower Zoning GU - Governmental Use FEES TOTAL = $ 329.59 *Building Permit Fee (Value) $ 199.75 Building Permit, Plan Review $ 129.84 PAYMENTS TOTAL = $ 329.59 Enertech Resources, LLC (ERIC CHASE) Other on 0912412020 ($329.59) Note: CC3177 NOTICES MYGOV.US City of Grapevine I BUILDING -- COMMERCIAL ALTERATION I COMA-20-3466I Pnnled 12I8120 at 246 p.m. Page 1 of 3 March 18, 2021 Ashley Shepker-Watkins Broadus Services 7668 Warren Parkway Frisco, Texas 75034 Reference: T-Mobile Site DA02254A, 224 Peach Street Elevated Storage Tank City of Grapevine, Texas Cell Tower Modifications Compliance Verification Dear Ms. Shepker: In accordance with our proposal dated October 28, 2020, Deltatek Engineering is pleased to provide Broadus Services the following statement of compliance. Deltatek Engineering has reviewed the work performed by Enertech Resources, LLC contractor for Broadus Services and conducted final walk-thru on March 4, 2021. As a result, no punch list items presented at this onsite meeting. This meeting was attended by the following: Paul Lee, P.E. - City of Grapevine Mike Ashley - City of Grapevine Chris Tomlin - Enertech Construction Manager Bahram Niknam, P.E. - Deltatek Engineering It is the opinion of Deltatek Engineering that Enertech has complied with the plans and specifications reviewed by the City of Grapevine. Sincerely, DELTATEK ENGINEERING �J Bahram Niknam, P.E. aAHRAM N KNAM ALL CHANGES , APPRO\ OF REVISED EPB ASSOCiATES,,fNC. CONSULTING ENGINEERS r rA: 14114 DALLAS PARKWAY, SUITE 472, DALLAS. TE%:AS 75254 PH 972 239.5495 FAX 972.239 5496 vwwv epbassociates co APPROVED PLANS SHALL BE CIOF GRA EVINE TY KEPT ON JOBSITE AT ALL 11MES RELEASED FOR CONSTRUCT!CN SHALL CALL FOR TRACTOR GON INq T ONS: (817)�4 �l ®+++ CONTRAuM�O° sl�51�erlON WILL t Q �sJ tPlaWl ON t �fai�6Grcle SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK CONFLICT Wit; T}4.E dUIS DING CODE OR ZOMRIG 0F2C. CI`APPROVFD PLANS, THF306 SITE PkT ('EFVallworrtt i gton Gardens, TX 76016 DATE: Z e r. BU4Lpliv5 RE: Structural Analysis for PlaceWgLjRjFN,ew Equipment T-Mobile Site Name: Grapevine Sup,Qtr WT Colo T-Mobile Site No: DA02254AAI l), 224 Peach St (911), Grapevine,—TX-760 EPBA No. T20-0223 LL LL 0 Dear Ms. Shepker. We have performed an analysis to determine if the existing tower structure is adequate to support the proposed loads for the above referenced cell site. Our analysis was based on the following information- 1 . T. Mobile Capacity Sector Add construction documents for the above site dated September 18, 2017 2. Structural analysis report prepared by Allpro Consulting Group Inc. dated July 27, 2017. Job #17-2745 3. T-Mobile RF Data Sheet dated May 28, 2020 The proposed final antenna equipment on the water tower will consist of the following items: Table 1 — Existing Loading Antenna Antenna/Equipment Loading Elevation 90, (2) RFS-APX17DWV-17DWV-S-E-A20 z (2) RFS-APXI7DWV-17DWV-S-E-A20 1 (2) LNX-6515DS-AIM 2 (3) APXV18-206517S-C-A20 s (2) RVV-33B-R3 z (2) HBXX-3319DS-A2M' (3) TMAT192lB68-21-43' (6) AWS/PCS-ECC1920-VPUB z (4) AHFIB 2 (3) FXFB z (4) FRBG z (3) Large COVP 2 (201 Pipe Mount 1 Feedlines/Coax (1) NSN High Cap HCS 2 (2) NSN Low Cap HCS 2 (6) Generic Feeder Coax' Existing equipment to remain 2 Existing equipment to be removed EPBA No. T20-0223 August 4, 2020 Page 2 of 2 Table 2 — Proposed New Loading Antenna Antenna/Equipment Loading Feedlines/Coax Elevation 90, (3)FFHH-65C-R3 It 0) Nokia HCS 2.0 Jumper Cable Airscale (3) AEHC (3) Nokia HCS 2.0 Trunk (3) AHLOA (4) AHFIG (31 Nokia HCS 2.0 Junction Boxes Based on the result of the analysis, the existing structure has sufficient capacity to support the new loads in addition to all existing and required code loads in accordance with the IBC 2006 (Building Category IV; 90 mph 3-second gust wind speed, Importance Factor 1.15). If any of the information provided is incorrect or invalid, please notify us so that we may make any corrections needed to our analysis. This analysis assumes the existing structure is in good condition with no allowance for missing, damaged or deteriorating members and proper alignment and plumbness. The antenna configuration is as supplied and/or stated in the report. All antennas, platforms, mounts, feedlines/coax and appurtenances are assumed to be properly installed and supported as per manufacturer requirements. Structural analysis of the water tower structure was beyond our scope of service. If you have any questions, or if additional information is required, please do not hesitate to contact us. We appreciate the opportunity to be of service. Respectfully, EPB ASSOCIATES, INC. Edgardo P. Brandao, P.E. President Attachment: - Calculations EDGARDO P.BRANDAO ............ .� 89216 Ao- Registration # F-9923 EPB ASSOCIATES, INC. CONSULTING ENGINEERS 14114 CALLAS PART WAY, SUITE 472, WALLAS, TE AS 75254 PH 972 239 5495 FA` 972239649E CALCULATIONS STRUCTURAL ANALYSIS FOR BROADUS SERVICES T-Mobile Site Name: Grapevine Svc Ctr WT Colo T-Mobile Site No: DA02264A 224 Peach St ( 911 ) Grapevine, TX 76051 EPBA No. T20-0223 August 4, 2020 Passed: 0 Failed: ❑ EPB ASSOCIATES, INC• PROJECT NO T20-0223 DATE: 08/04/20 CONS U LTING E N G IN E E R S DESIGNED BY CR CHECKED BY EB PROJECT. T-Mobile_DA02254A- CALCULATIONS PER IBC 2006 & ASCE 7-05 PAGE: 1 OF 3 1. Design Loads Structure Tvoe: Composite Elevated Water Storage Tank ( Antennas on ring mounts ) Retina Live Load: =F NA plf Platform Live Load: = NA psf Wind Load. IBC 2006 / ASCE 7-05 Chapter 6 F = gzGC,A, (Ib) qZ = 0 00256 KZKrKtlV' I (Ib/ftz) Exposure Category Occupancy Category Design Wind Speed (MPH) Importance Factor, I Equipment Mid Height AGL (ft) Velocity Pressure Exposure Coefficient Topographic Factor Wind Directionality Factor Horizontal Dimension of Building Normal to Wind (ft) Mean Roof Height or Eave Height (ft) Velocity Pressure (psf) Gust Effect Factor Reference Eq 6-28 Eq. 6-15 _ © Sect. 6 5 6 3 - IV Table 1-1 V = 90 (Allowable Stress Wind Load) Fig. 6-1A = = Table 6-1 H = 90.0 K, _ 124 Table 6-3 K, = 1 5-01 Section 6 5 7.2 Kd = 0.85 Table 6-4 B = F 5-5.00 h = F 1-51001 q, = 25.13 (Allowable Stress Wind Load) Section 6 5.10 G = 0 851 Section 6 5.8.1 r EPB ASSOCIATES, INC. PROJEC DAATETE 08/04/23 Sl020 C ON 5 U LTI N G ENGINEER 5 DESIGNED BY cR CHECKED BY EB PROJECT: T-Mobile_DA02254A- CALCULATIONS PER IBC 2006 & ASCE 7-05 PACE: 2 OF 3 2. Antenna Loads P = gZGCfAf Sector 1 - ,APXI7DWV-17DWV-S-E-A20 55.0 75.80 13.00 3.15 1.35 1.97 684 1.66 19736 69.79 Existing 1 'FFHH-65C-R3 127.6 95.90 25.26 9.30 1.26 1.51 16.78 619 451.76 19980 New I TMAT1921868-21-43 17.6 9.10 8.70 4.10 1.20 1.20 0.55 0.26 1409 6.64 Existing AEHC 99.2 35.40 22.80 8.30 1.20 1.28 561 2.04 143.69 55.80 New I AHLOA 83.8 22.00 12.10 7.40 1.20 1.22 185 1.13 4739, 29.47 New I AHFIB 70.6 28.70 12.90 5.60 1.20 1.32 257 111 65.gf 3147 New I Nokia HCS 2.0 Junction Box 1.6 16.00 10.20 3.20 1.20 1.31 1.13 0.36 2906 9.95 New I Totals 455 949 403 Sector 2 - APXI7DWV-17DWV-S-E-A20 55.0 75.80 13.00 3.15 1.35 1.97J 6.84 1.66 197.36 69.79 txisting i IFFHH-65C-R3 127.6 95.90 25.20 9.30 1.26 1.5 1678 6,4 45176 19980 New ITMAT1921B68-21-43 17.6 9.10 8.70 4.10 1.20 1.20I 0.55 026 14.09 6.64 Existing I JAEH6 99.2 35.40 22.80 8.30 1.20 1.28 5.61 2.04 14369 55.80 New i IAHLOA 83.8 22.00 12.10 7.40 1.20 12) 1.85 1.13 4739 29.47 New JAHFIB 70.6 28.70 12.90 5.60 120 1.32 257 1.12 6591 31.47 New I Nokia HCS 2.0 Junction Box 1.6 16.00 10.20 3.20 1.20 1.3 I 1.13 036 2906 995 New Totals 400 752 333 3 - Azimuth 226' I �38.1 1-157.001 In. in, in, Front Side If 114 tbs. ibs HBXX-3319DS-A2M 22.20 4.90 1.20 1.55 8.79 1.94 225.28 64.23 Existing 127.6 95.901 25.20 9.30 1.26 1.5( 1678 619 451 76 19980 New �FFHH-65C-R3 TMAT1921B68-21-43 17.6 9.101 8.70 4.10 1.20 1.20 0.55 0.26 14.09 664 Existing IAEHC 99.2 35.401 22.80 8.30 1.20 1.28 5.61 2.04 14369 5580 New (AHLOA 83.8 22.00 12.10 7.40 1.20 1.22 1.85 11 47.39 29.47 New IAHFIB 70.6 28.70I 12.90 5.60 1.20 1.32 257 1.12� 65.91 31.47 New (Nokia HCS 2.0 Junction Box 1.6 16.00 10.20 3.20 1.20 1.31 1.13 03 2906 9.95 New Totals 399 723 323 4- IAH 63319DS-A2M I 17 961 28.701 12.901 5.601 1.261 11.53211 12.58I 6 12I 4655157918f 193912 3 2301 thew Totals EPB ASSOCIATES, INC. PROJECTNO T20-0223 DATE 08/04/20 CONSULTING ENGINEERS DESIGNED BY CR CHECKED BY. EB PROJECT: T-Mobile_DA02254A- CALCULATIONS PER IBC 2006 & ASCE 7-05 PACE. 3 OF 3 Generic FeedeWax( sting) 6 (Nokia HCS 2.0 Jumper Cable Airscale ( New) 10 INokia HCS 2.0 Trunk ( New) 1 3 3. Results of Analvsis (E) CONCRETE WATER TOWER WALL (C) STEEL RING PIPE. An analysis of the proposed antenna mounts was performed. All stresses were adequate under all code prescribed load combinations. See Rise outputs for result of the analysis: Maximum Stress Ratio F-0-0-4-1 Adequate! The existing structure is adequate for support of the new antenna layout. ANTENNA MOUNTING DETAIL OUTSIDE WATER TOWER TANK NO Y z x 0 231 k Loads: BLC 1, Dead Load EPBAssociates Inc. T-Mobile_DA02254A CR T20-0223 Section Sets 1 na Pipe 2.5_X RIGID SK-1 Aug 04, 2020 T20-0223_Broadus_T-Mobile_DA.. -0 232 k -0.232 k Loads BLC 2, Wind Load X Section Sets Una Pipe 2.5_X B RIGID EPB Associates Inc. I T-Mobile_DA02254A SK-2 CR 1 Aug 04, 2020 T20-0223 I T20-0223_Broadus_T-Mobile_DA... Loads. BLC 3, Wind Load Z EPB Associates Inc. CR T20-0223 T-Mobile_DA02254A 0.114 k 0.114 k f/tt Section Sets Mna Pipe 2 5_X `RIGID SK-3 Aug 04, 2020 T20-0223_Broadus_T-Mobile_DA... ZX Member Code Checks Displayed (Enveloped) EPB Associates Inc. CR T20-0223 �c v 0 0 �c T-Mobile_DA02254A Code Check (Env) No 1 0 > 90-1.0 75-.90 .50.75 0- 50 SK-4 Aug 04, 2020 T20-0223_Broadus T-Mobile_DA .. Company EPB Associates Inc. Designer : t,1RISAJobNumber TCR 2 . T20-0223 „ Model Name : T-Mobile_DA02254A 08/04/20 2.21:57 PM Checked By Member Primary Data , Label I Node J Node Section/Shape Type Design List Material Design Rule M1 N1 N4 P%2.5_?C Column Pipe A53Gr.8 TypcaI Q 1I M3 N8 N6 RIGID None None RIGID Tvpical 1 3 M4 N7 I N9 I RIGID None None 1 RIGID Typical Member Advanced Data Label _ _J Release Ph sical Deflection Ratio Options Seismic DR III M1 es NP None 2J M3 YYYYYes h1A None I M4 BenPIN I Yes NA*- None Hot Rolled Steel Design Parameters Label Shape Length [ft] _ Function 11 M1 Pipe 2.5_X 8 Lateral Hot Rolled Steel PronerVes Label E G Jksi) Nu Therm Coeff. [le"F-'] Density fk/ft'J Yield [ksi] Rv Fu ksi Rt III Uksi] A36 Gr.36 1 29 0 1. 154 0.3 0.65 _ 01 I 36 1.6 I 8 1 1.2 2 A572 G .50 11154 0.3 0.65 0.49 50 1.1 65 1.1 13 A992 129000 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 JJ 51 A500 Gr.6 RND 29000 A500 Gr.B Rect 29000 11154 11154 03 0.3 0 65 0.65 I 0.527 0.527 42 46 1.4 1.4 58 1.3 58 I 1.3 1 29000 11154 7 Al0858 29000 11154 0.3 0.65 0.49 50 1.4 65 13 1 181 FRP I 2800 450 10.35 0.44 I 0.12 10 1.5 30 1.2 Basic Load Cases BLC Description Category Y Gravity Point Distributed 11 Dead Load DL 1 1 12 Wind Load X WLX I 2 131 Wind Load Z I WLZ _ 2 1 Load Combinations ol Yes PDelta L Factor BLC Factor BLC_ Factor BLC Factor 1 De IonY DL 2 Deflection 2 Yes Y LL 1 _ 3 Deflection 3 Yes Y DL 1 LL _1 14 IBC 16-1 Yes Y DL I,4 15 IBC 162 (a) Yes Y DL 1.2 LL 1.6 LLS 1.6 j 16 IBC 16-3 'o a Yes Y DL 1.2 1 WLX 0.8 7 IBC 16-3 b ;b Yes Y L EL 1.2 WLZ 0.8 8 IBC 16-3 b c Yes Y _ 1.2 WLX -0.8 1 9 IBC 16-3 b d Yes Y DL 1.2 WLZ -0.8 IBC 16-4 a a Yes Y DL 1.2 WLX 1.6 LL 0.5 LLS 1 i10 ll IBC 16-4 a b Yes 1.2 WLZ 1.6 LL 0.5 LLS 1 112 IBC 16-4 a c Yes Y 6L DL 1.2 1.2 WLX WLZ -1.6 -1.6 LL 05 LL 0.5 LLS 1 1 LLS 1 113 IBC 16-4 0 •rf) Yes Y 1 114 IBC 16-3 ai Yes Y DL 0.9 WLX 1.6 115 IBC 16-6 b Yes Y DL 0.9 WLZ 1.6 116 IBC 16-6 c� Yes Y DL 0.9 WLX -1.6 117 IBC 16-6 d) Yes Y I DL 0.9 WLZ -1.6 Node Reactions LC Node Label X k] Y0. k Z,`ry'k] MX/rk-ft] MY fk-ft] MZ k-ft] 11 l I 48 12I 1 I N77 I 0.148 u 0 0 0.148 RISA-31D Version 18 [ T20-0223_Broadus_T-Mobile_DA02254... Page 1 ompany EPB Associates Inc. 08/04/20 Designer 111RISA' PM Job Number : T20-0223 T2 Che:67 kedB Checked By: Model Name. T-Mobile_DA02254A Node Reactions (Continued) LC Node Label X (k] Y fkl Z (k] MX [k-ftl MY fk-ftl MZ fk-ft] 13 1 Totals: a 0 8 1 14 1 I COG (ft). X 2 Y: 4.5 Z: 0 1 5 2 N8 0 L 0 _0 0 _0 0 I 61 2 I N7 0 Q 0 0 0 0 7 2 Totals: 0 6 0 18 I 2 COG (ft): NC NC NC I,9 3 N8 0 0.148 0 0 0 0.148 } 10 3 N7 0 0 48 0 0 0 0.148 111 3 Totals: 0 0.295 0 I j 112 3 COG (ft). X: 2 Y: 4.5 Z' 0 113 4 _ Ng 0 0.207 -0 0 ! 0.207 11 4 N7 I 0 0,207 0 0 0.207 15 4 Totals: 0 OA13 0 ] 116 4 COG (ft): X: 2 Y4.5 Z. 0 117I 5 N8 0 0.177 0 0 0 0.177 1 118 5 N7 0 0.177 0 _ 0 0 0.177 _ I 119 5 Totals: 0 0.354 0 120 5 COG (ft): X 2 Y: 4.5 Z: 0 _ 1 121 6 I N8 ! 0.158 0,177 0 _ 0 I 0 0.316 22 6 f N7 0.213 0.177 _0 _ 0 0 0.177 } 123 6 Totals: 0.371 _ 0.354 0 _ 124 6 COG (ft)' X: 2 Y: 4.5 Z: 0 _ 125 7 N8 0 0.177 -0.127 0.045 0.127 0.177 126 7 N7 0 _ 1 0.177 -0.127 -0.045 0.127 0.177 127 7 Totals: 0 I 0.354 -0.254 28 7 COG (ft): X. 2 Y: 4.5 Z: 0 129 8 N8 -0.158 0.177 0 0 0 0.038 30 8 N7 0.213 0.77 0 0 1 0 0177 I(ft)' 3 - 32I 8 COG X321 Y: 4.55 1 Z: 0 1 1 3J 9 NB 0 0,177 0.127 -0.045 -0.127 0.177 134 9 N7 0 0.177 0 127 0 045 -0.127 0.177 135 9 Totals: 0 0.354 0.254 135 9 COG (ft): X 2 Y: 4.5 Z' 0 1 137 10 N8 0.316 0.177 0 I 0 0 0.455 I 138 10 N7 _ 0.427 0.177 0 _ 0 0 0.177 139I 10 Totals: 0.742 _ 0.354 0 1 140 10 COG Jft): X: 2 Y: 4 5 Z: 0 141 11 Ng 0 0.177 -0.254 0.09 _ I I 0.254 0.177 I 142 11 I N7_ 0 0.177 -0.254 0.09 0.254 0,177 143 11 Totals: 0 0.354 -0.509 I 144 11 I COG (ft): X: 2 Y: 4.5 Z: 0 _ {45 12 1 N8_ 0.316 0.177 0 0 _ 0 _ -0.1 } 146 12 _ 1 N7 -0.427 _ 0.177 0 0 0 _ 0.177 1 47I 12 Totals: -0.742 0.354 0 48 12 COG fft): X: 2 Y: 4.5 Z: 0 _ 144 13 N8 j 0 0.'[77 0.254 1 -0.09 -0254 0.177 I 150 13 N7 0 0. i 77 0.254 0.09 -0.254 0.177 151 13 Totals: 0 0.354 0.509 1 13 COG (ft): X: 2 Y: 4.5 Z: 0 _ _ 1 I5 53) 14 N8 0.316 0.133 0 4 14 N7 0.427 1 0.133 I 0 0 0.411 155 14 Totals: 0.742 0.266 0 I 156 14 COG Jft)' X: 2 Y: 4.5 Z: 0 1 157 15 Ng 0 0.133 I 0.254 0.09 0.254 0.133 } 158 15 1 N7 0 0,133 0.254 I -009 0.254 0.133 159 15 Totals: I 1601 15 I COG (ft): I X: 2 Y. 4.5 I Z50 1 RISA-3D Version 18 [ T20-0223_Broadus_T-Mobile_DA02254... Page 2 Company EPB Inc 08/04/20 111RISA Job Nunber : T20-0223ciates Checked By: Model Name : T-Mobile_DA02254A Node Reactions (Continued) LC Node Label X jjk]] Y JJk 1 Z k] � MX jk-ft] MY it] MZ k-ft] 161 16 N8 0.3i6 0.133 I I 0 0 - 45 I I 16 N7_ -0.427 0.133 0_ 0 0 0133 1 162 63 16 Totals: -0.742 0,266 0 1641 16 COG ,M): X: 2 Y: 4.5 Z. 0 165 17 N8 0 0.133 33 0.254 0 Q9 0.254 0.133 166 17 N7 0 0.i33 0,254 I O.OB -0.254 0133 [ 167I 17 Totals: 0 0.266 0.509_ 168 17 COG (11): I X: 2 Y. Z: 0 Envelope Node Reactions Node Label X kll LC Y1k)) LC Z Jkjl LC MX jk-ft] LC 15 MY (k-Ill LC 0.254 15 MZ jk-ft] 0.455 LC 10 1 111 N8 I max 0.416 14 0.207 I� 0.254 17 0.0% �1 min -0316 16 0 2 15 0.0 17 -0254 17 -0,145 16 I 3J N7 max 0.42Z 10 0.207 _L0.254 4 0.254 13 0.0 13 0.254 11 0.207 4 min -0 42 12 0_ 2 0.254 11 -0.09 11 -0.254 13 0 2 Totals: max 10.742 10 0.413 4 L 0.509 17 �51 61 min 1 -0.742 12 0_ 2 _1 -0.509 1 15 1 Envelope Member Section Forces Member Sec Ax1al[k LC She arfk LC z Shear[kl LC Torque[k-ft] LC y-y Moment[k-ftL LC z-z Moment[k-ft] LC 11 M1 1 Imax 0 17 0 12 _ 0 113 _ _0 1 17 1 0 17 0 17 1 12 min 0 1 0 10 0 1'j 17 0 1 0 0.024 1 15 0 0.078 1 1 10 13 2 max 0.184 4 0.056 10 0.036 0 17 14 min 0 2 -0.056 12 -0,036 15 0 1 -0.024 117 -0.078 12 1 15 3 max 0 2 0.056 10 0 1 17 0 1 17 0.017 17 0.047 126 1 min 0 15 047 10 17 062 4 max 2_ 0.056 10 _ 0.036 I 1 _0 117 0.0247 11 0. 72 12 8 min -0.184 4 -0.056 12 -0.036 13 0 1 -0.024 13 -0.172 10 1 19 5 max 0 17 0_ 12 10_ 113 0 17 1 0 17 0 17 110I min 0 1 0 10 0 11 0_ 1 0 11 0 1 I 10 11 M3 1 maxj 0.316 14 0.267 jJ jl 4 0.254 17 0.09 _ 15 0.254 15 0.455 112 min 0.316 16 I 0 2 _-0.254 15 -0 09 _ 17 _ -0 254 17 I -0.145 16 113J 2 max 0.316 14 0.207 4 0.254 17 0.09 15 _ 0.191 15 0.411 10 1144J min -0.316 16 0 2 -0.254 15 -0.09 _ 17 -0.191 17 -0.178 16 1 115 3 max 0.316 14 0.207 4 0.254 17 0.09 15 0.127 15 0.366 10 1 116I min -0.316 16 1 0 2 -0.254 15 -0.09 17 _ -0.127 17 -0.211 116 1 4 max 0.316 14 0.207 4 0.254 17 0.09 15 0.064 15 0.322 10 I17 18 min -0,316 16 0 2 0 ) 254 1'j5 QQ 09 17 -0.064 17 -0.244 16 19 5 max 0.316 14 0.207 4 0.254 117 0.09 15 0 17 0.278 110 1 120 min -0.316 16 0 2 -0.254 15 -0.09. 17 0 1 -0.278 12 I L M4 1 ax 0.4271 10 0.007 09 10 543 0.007 2 min 0 427 i 1211 2 0 254 11 -0.09 11 213 111 2 1 123 2 max 10.427 10 0,207 1 4 _ 0.254 13 0.09 13 1 0.191 0.155 I 4124 min 12 3 max I 0. 27 10 0.207 4 0.254 13 0.09 13 0.127 11 0: 03 4 126� min -0.427 12 0 2 -13 254 11 -0.09 11 -0.127 13 0 2 127 4 I max 10.427 1 10 0.207 4 0.254 13 0.09 1 13 1 0.064 11 0.052 4 1 128 min-0.4271 12 0 2 -0.254 11 0.09 -0.064 13 0 2 1 129 5 max 0.427 10 0.207 4 1. 0.254 13 111 0.09 13 I 0 17 0 17 1301 I min 1-0.4271 12 1 0 2 1=0.254 11 1 -0.09 11 1 0 1 1 0 1 1 Envelope Maximum Member Section Forces Member Axial``kjjLoc ft LC 111 M1 a 0.18812.06 4 Sheajk 0.371 Loc[ft]LCz Shearjk La ft}LOTor 7.4d6112 0.214 7.031]13] ue k-ft Loc[ft LC -y Momentfk-ftl LocjftJLcz-z Moment[k-ft LoctftLC q 0 [ 9 1 0. (17 17.03111j 0.182 6.938121 l2 mm -0.186 6.938l 4 �ma -0.371 7.031 1 -0.214 7.03111 0 0 TO 1 0. 17 7.0311 11 -0.182 6.93 1 j3l M3 0.316 1 14� 0.207� 1 4� 0.254 1 I17 0.09 1 1 0.254 0 0.455 0 1 I121 141 Imi i-0.316I 0 Its{ 0 1 0 21 -0.254 1 0 11 -0.09 11 _ -0.254 0 117 -0.278 1 RISA3D Version 18 [ T20-0223 Broadus T-Mobile_DA02254... Page 3 Company BAssociates Inc.08/04/20 Designer CR2:21:57 PMIIIJ RISAoNumber T20-0223 Checked By: , AN W-.SOHEKGOMPANY Model Name : T-Mobile_DA02254A Envelope Maximum Member Section Forces (Continued) Member Axial((k Locjft Lc Shear[kjLoC ftlLCz ShearjkjI-IftjLOTorapejk-Tocfft LC -y Moment[k-ft]Loc[ftjLCz-z Momentrk-ftlLocrftjLC 15 M4 Imaxl0.427 1 ) 0.207 1 1 I4 0.254 1 1 I13J D.09 I 1 0.254 1 0 I111 0.207 0 41 16 Iminl0.427 0 1121 0 0 2 -0254 0 11 -0.09 0 -0.254 1 D 13I 0 0 21 Envelope Member Section Stresses MemberSec I1 M1 1 2 13 2 4 151 1 3 6 7I 4 1 81 191 5 116 1 11 M3 1 1121 13 2 11 I15J 3 11 117 1 4 li 1181 119 5 120 1211 1122 23 M4 2 24 1251 3 li 126 1271 4 1281 129 5 130 IQn Imin m Imml Axial[ksil 0 0.088 0 0 -0.077 0 -0.088 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LC y Shear[ksi LC 17 d p0 0.653 11 a Q2 0 2 -0.053 12 2 1 0.053 1101 4 -0.053 12 2 0.053 10 4 1 -0.053 12 17 0 121 1 0 10 14 0 17 16 0 1 114 0 117 16 0 1 14 0 17 116 0 1 0 1171 �14 16 0 1 14 0 17 116 0 1 10 0 17 12 0 1 1 101 0 17 12 0 1 10 0 17 12 0 1 I 10 0 171 12 0 1 10 0 17 12 0 1 z Shearrksil LC y-Topfksil LC y-Bot[ksil LC z-Tgpjksil LC z-Bot[ksil LC 0 11_3 17 0 17 6 171 0 0 ))�]1 0 1 0 1 0 1 0 1171 1 1 0.034 117 0.737 12 0.737 10 0.225 15 0.225 171 -0.034 15 -0.737 10 -0.737 12 -0 225 17 -0.225 151 0 171 1 0.441 10 0.441 12 0.157 171 0.157 151 0 1 -0 441 121 -0.441 10 -0.157 15 -0.157 1 17 I 0.034 111 1.619 10 1.619 12 0.225 11 0.225 131 -0034 13 -1.619 12 117 -1.619 10 -0,225 13 -0.225 11 f 0 13 0 0 17 0 17 0 171 0 11 0 1 1 0 1 0 1 0 1 1 117 171 0 171 0 171 0 + 0 1 0 0 17 0 1 1 0 117 0 17 0 17 0 17 0 1171 0 1 0 1 1 0 1 0 1 0 1 1 0 17 117 0 17 0 17 0 171 0 171 0 1 1 0 1 0 1 0 1 0 1 1 0 0 17 0 171 0 17 0 171 0 1 0 1 0 1 0 1 0 1 1 1 0 17 0 17 0 17 0 17 0 171 1 1 0 117 0 117� 0 17 0 17 0 _1171 0 17 0 17 �17 0 17 0 17 0 17 1 0 1171 0 0 17 0 171 0 1171 1,, 1171 0 17 0 0 0 117 0 171 0 1 0 1 0 1 0 1 0 1 1 1 0 117 0 17 0 17 0 17 0 171 0 11 0 111 0 1 0 1 0 1I Envelope RISC 15th (360-16): LRFD Steel Code Checks Member Shape Code CheckLoc[ftj LC Shear CheckLoc[ftl LC phi*Pnc [klphi*Pnt jklghi*Mn Y-y rk1phi*Mn z-z fk-ftj Cb Egn III M1 I PIPE .5X 1 0.04 16.9381101 0.019 17.4011110[ 33.343 ( 66.1$ r 4.646 4.646 11.635IH11 RISA-3D Version 18 [ T20-0223_Broadus_T-Mobile_DA02254... 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