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HomeMy WebLinkAboutCOMA2025-004037RECEIVED: 10/23/2025 DATE OF ISSUANCE: KIMi l 4 25-004037 "AT&T" a r v Y t 9 1I1 1; 2299 LONESOME RD WATER TOWER REPAIRS PERMIT #: 25-004037 BUILDING PERMIT APPLICATION ELECTRONIC REVIEW (PLEASE PRINT LEGIBLY — COMPLETE ENTIRE FORM) JOB ADDRESS: 2299 Lonesome Dove SUITE # LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): Mastec- Donald Cherry CURRENT MAILING ADDRESS: 1890 S u n c a s t Ln CITY/STATE/ZIP: Batavia, IL 60510 PH: # Fax # PROPERTY OWNER: AT&T Mobility CURRENT MAILING ADDRESS: 17000 Cantrell Rd CITY/STATE/ZIP: Little Rock AR 722223 PHONE NUMBER: PROJECT VALUE: $ 15, 0 0 0 FIRE SPRINKLERED? YES NO x WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC x PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: remove & replace antenna on existing tower USE OF BUILDING OR STRUCTURE: telecom tower NAME OF BUSINESS: AT&T Total Square Footage under roof: N/A Square Footage of alteration/addition: N/A ❑`� 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. Control Number: (Not required for I & 2 family dwellings) C I 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 APR OV ROM. THE APPROPRIATE STATE AND I �7 Digitally signed by Rianne Howell OR FEDERAL AGENCY(S). {{ �l CL VVV DN: nne,h Howell, o=us, PRINT NAME: Rianne Howell SIGNATURE Howell DateI2025.10.20eI4;3110 00 PHONE #: (440) 488-8996 EMAIL• ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT � '1l (Construction Type: j Permit Valuation: $ I Setbacks I Approva to Issue o Occupancy Group: i ire Sprinkler: YES NO ; Front: Electric/1n M Division: Building Depth: Left: Plumying Zoning: �Q Building Width: Rear: Mey,4ianical �? Occupancy Load: I Grease Trap I Right: ; Ht od o Plan Review Approval: Date: 11 Building Permit Fee: 283.00 m Site Plan Approval: Date: Plan Review Fee: 183.95 '��y{ -14 a3-a�� Fire Department: Date: Lot Drainage Fee: m Public Works Department: Date: Sewer Availabilit% Rate: I m Health Department: Date: Water Availability Rate: a Approved for Permit: Date: Total Fees: 466.95 I o Lot Drainage Submitted: Approved: Total Amount Due: 283.00 _I PLAN REVIEW INVOICED 10/23/25 11 f{ �ev.1 P.O. BOX 95104 GRAPEVINE. TX 7600 IR171 410-31F5 P\.l t:I/`ATIOrJS O'FORMSIDSPERM(TA11`(c/PPLI 1102- 4 51 07liffiq.4111.2119 ity of Grapevine Building - Commercial E. PO Box 95104 Alteration Grapevine, Texas 76099 4 e � s 817) 410-3166 Project # 25-004037 Project Description: Remove and replace antenna/ radios on existing tower. No change to height or footprint "AT&T [ELECTRONIC REVIEW] Issued on: 11/19/2025 at 3:45 PM ADDRESS INSPECTIONS 2 2299 Lonesome Dove 1. Final Fire Dept inspection 2. Building Final Rd. Grapevine, TX 76051 INFORMATION FIELDS LEGAL L "APPLICANT NAME (Individual) Mastec- Rianne Howell onesome Dove Ranch Addition Blk 1 Lot 1 "APPLICANT PHONE NUMBER 440-488-8996 S APPLICANT E-MAIL PERMIT HOLDER "NAME OF BUSINESS AT&T Mobility Donald Cherry VALUATION 15000 Mastec Network Solution Square Footage 6560 s, LLC What is use of Building/Structure? telecom tower (636) 262-2949 Permit COLLABORATORS DOCUMENTS - MISC 01 Application_Grapevine_WSNTX0048644. pdf • Donald Cherry Mastec Network DOCUMENTS - MISC 02 10078015 A FCD Rev 0_202508281516391.pdf Solutions, LLC (636) 262-2949 DOCUMENTS - MISC 03 10078015_A_SA C o mplete_20251006084007. pdf • Rianne Howell Mastec ' ZONING DISTRICT RA (440) 488-8996 FEE TOTAL PAID DUE OWNERS -- 'Building Permit Fee (Value) $ 283.00 $ 283.00 $ 283.00 • Metro Inc Promiseland Building Permit, Plan Review $ 183.95 $ 183.95 $ 183.95 TENANTS TOTALS $ 466.95 $ 466.95 $ 0.00 • Ranch at Lonesome Dove READ AND SIGN 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. Page 1/2 MYGOV.us 25-004037, 11/19/2025 at 3:45 PM Issued by: Courtney Cogburn REVIEWED RECEIVED: 10123/2025 25-004037 "AT&T" By Royce Man, anocere, zszs 2299 LONESOME RD WATER TOWER REPAIRS TAB B CITY OF GRAPEVINE STRUCTURAL TASI RELEASE DOES NCf d(!i Ylf(�LE ANI WUI(/ IN TONFLICHIS ERELEASEfODE ORlf,I1r1N CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE ENGINEERING CITY APPROVED PLAIN 6fYFPTON THEJOB SITE AT T1�S Structural Analysis Report 11/12/2025 10:47.06 AM BY: KELLY TAFT TSBPE: I-3971 BUILDING INSPECTION DBASION Date: October 2, 2025 RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OFWAY Prepared for: Tracy Crittendon ALL CHANGES MUST BE APPROVED. TPG Peppertree 57 E Washington St Chagrin Falls, OH 44022 AT&T: Site Name / Number: DXL00758 / GRAPEVINE / 10078015 K2 Towers III, LLC: Site Name / Number: Grapevine / TX-61 Branch Engineering: Project Number: 24383 Tabb Structural Engineering: Project Number: 3297015.01.01 Site Location: 3212 Foxfire Ln, Grapevine, Tarrant County, TX Latitude: 32.971000' Longitude:-97.125056' Structure Description: 300 ft- Self Support Tower Applicable Codes: 2021 IBC and TIA-222-H Load Case: Existing + Proposed Equipment (See Tables 2 and 3) Tower Capacity: 92.6 Foundation Capacity: 85.8 Rating Sufficient Recommendations: The tower and its foundation(s) have sufficient capacity to tarty the proposed loading configuration. Respectfully submitted by: Braden Tabb, PE Tabb Structural Engineering PLLC COA: F-21870 Exp: 07/31/2026 BRADEN M.TABB 134839 10/2/2025 TSE, Tabb Structural Engineering PLLC - Austin, TX 78737 - (512) 956-6124 - EneineeringSu000rt(@TabbSE.com 300 ft - Self Support Tower Structural Analysis Report TSE Project No. 3297015.01.01 October 2, 2025 Branch Communication No. 7X-61 1) .a nauw Huh This tower is a 300 ft Self Support Tower previously modified by W-T in 2012 and 2013. The tower was again modified by TES in 2018 and AIIPro in 2022. These modifications have been considered installed. i aoie i - uocumems rrowueu Document I Remarks Date Reference Tower Data r(to !. Ma ff. I Foundat��p�f/��eJta DeSf�7pp��QeAEfl$A56T5SfE I Proposed Lbacmg �TAPAdl1�'atti)h I 2) ANALYSIS CRITERIA IBC Edition: 2021 IBC TIA-222 Revision: TIA-222-H Risk Category: II Ultimate Wind Speed: 106 mph Exposure Category: B Topo. Category: 1 Ice Thickness: 1.50 in Wind Speed with Ice: 30 mph Seismic Design Category: B Service Wind Speed: 60 mph Table 2 - Proposed Eauipment Confiauration Centerline (ft) Equipment Data Feedline Data Mount Equip. QTY Manufacturer Model (EPA), Weight QTY Size (in) 124.0 122.0 122.0 1 2 0.405 26,636 in' 4.8 k 6 0.79 2 0.95 120.0 1 3 EFIM961) Table 3 - Other Equipment Configuration I AIR6449 B77D ) , Centerline (ft) Equipment Data Feedline Data Mount Equip. QTY Manufacturer Model (EPA), Weight QTY Size (in) 275.0 275.0 /{ 7 d4 A%, a drew 7U114PPTK-D S. �,Qr7n,�'a t 2,465 in' 0.1 k 1,681 inv 0.2 k 2 1 1/2 1 1 1/4 267.5 267.51 218.0 218.0 18,459 inv 3.7 k 1 2 1 1 /2 Page 2 300 ft - Self Support Tower Structural Analysis Report TSE Project No. 3297015.01.01 October 2, 2025 Branch Communication No. 7X-61 3) ANALYSIS RESULTS Table 4 - Sectiw Capacity (Summary) % Pass / Elevation (ft) Component Type Size Load (k) 4rPn (k) Capacity Fail 300 - 280 Leg V4x4x3/8 -3.926 101.811 3.9 Pass I 280 - 260 Leq V5x5x3/8 -13.023 125.424 10.4 Pass I 260 - 240 Leg V5x5xl/2 -25.784 164.694 15.7 Pass I 240 - 220 Leg V6x6xl/2 39.54 195.713 20.2 Pass I 220-200 Leg V6x6xl/2 -61.05 195.709 31.2 Pass 1 200 -180 Leg V6x6x9/16 -81.891 218.604 37.5 Pass 1 180 -170 Leg V6x6x5/8 -97.126 252.405 38.5 Pass I 170 -160 Leg V6x6x5/8 -108.519 252.457 43.0 Pass I 160 - 150 Leg V8x8x9/16 -120.325 317.56 37.9 Pass 1 150 - 140 Leg V8x8x9/16 -132.089 317.587 41.6 Pass 1 140 - 120 Leg V8x8x9/16 -158.966 317.637 50.0 Pass 1 120 - 110 Leg V8x8x3/4 -174.769 418.022 41.8 Pass I 110 - 100 Leg V8x8x3/4 -189.121 418.05 45.2 Pass I 100 - 80 Leg V8x8x3/4 -220214 418.099 52.7 Pass I 80 - 60 Leg V8x8xl -249202 269.029 92.6 Pass I 60 - 40 Leg V8x8xl -263.335 466.025 56.5 Pass I 40 - 20 Leg V8x8xl -278.947 468.905 59.5 Pass 1 20 - 0 Leg V8x8xl -288276 340.624 84.6 Pass 1 300-280 Diagonal L11/2xl 1/2x3/16 -0.521 10.63 9.7 Jb) Pass 1 280-260 Diagonal L11/2xl 1/2x3/16 -1.635 5.518 29.91b) Pass 1 260-240 Diagonal L2x11/2x3/16 -1.906 5.819 32.8 Pass 1 240-220 Diagonal L21/2x22xl/4 -2.596 11.205 28.0(b) Pass I 220-200 Diagonal L21/2x2xl/4 3.874 8.974 43.2 Pass I 200 - 180 Diagonal L3x3xl/4 5.03 19.128 54.2 (b Pass I 180 - 170 Diagonal L2x2xl/4 9.489 26.78 49.5 b Pass I 170 - 160 Diagonal L2x2xl/4 10.091 26.78 47. Jb Pass 1 160-150 Diagonal L2x2xl/4 10.745 26.78 50.2( Pass I 150-140 Diagonal Ll 12x11/2x1/4 11.024 18.199 60.' Pass I 140 - 120 Diagonal L2x2xl/4 12.507 26.78 58.4 b Pass I 120 - 110 Diagonal 212 1/2x2x3/16x3/4 16.154 45.861 35.5 b Pass I 110 - 100 Diagonal L2 1/2x2x3/16 14.744 22.896 70.6 b Pass I 100-80 Diagonal 2121/2x21/2xl/4x3/4 16.97 68.684 30.5 b Pass 1 80-60 Diagonal 2L4x4x1/4x3/4 21.002 120.069 43.0 b Pass 1 60-40 Diagonal 2L3x2x3/16x7/8 9.938 52.187 30. JJb Pass 1 40 - 20 Diagonal 2L3x2x3/16x7/8 12.335 52.187 38.2 (b Pass 1 20-0 Diagonal L4x4xl/4 8.104 60.034 33.2'lb Pass I 140 - 120 Horizontal L4x4xl/4 -9.426 13.415 70.3 Pass I 100-80 Horizontal 2L3x5x3/8x3/4 -13.927 32.972 42.2 Pass I 180 - 170 Secondary Horizontal L4x4xl/4 -1.684 19.167 8.8 Pass I 170 - 160 Secondary Horizontal L4x4xl/4 -1.881 17.61 10.7 Pass 1 160 - 150 Secondary Horizontal L4x4xl/4 -2.086 16.234 12.8 Pass 1 150 - 140 Secondary Horizontal L4x4xl/4 -2.29 15.012 15.3 Pass 1 140 - 120 Secondary Horizontal 21-3 1/20 1/2xl/4xl/2 -2.756 37.331 7.4 (b) Pass 1 120 - 110 Secondary Horizontal 2L5x3x3/8x3/8 3.03 45.636 6.6 Pass I 110 - 100 Secondary Horizontal 2L5x3x3/8x3/8 3.279 42.159 7.8 Pass I 100-80 Secondary Horizontal 2L5x3x3/8x3/8 3.818 36.261 10.5 Pass I 60 - 40 Secondary Horizontal 2L6x4x3/8x3/4 -6.223 66.166 9.4 Pass 1 40 - 20 Secondary Horizontal 2L5x3x3/8x3/4 -6.515 10.57 61.6 Pass 1 20-0 Secondary Horizontal L5x5x7/16 -8.363 15.485 54.0 Pass 1 300 - 280 Top Girt L1 3/4xl 3/4x3/16 -0.068 13.652 1.0 (b) Pass I 280 - 260 Top Girt L1 3/4xl 3/4x3/16 -0.226 6.656 3.4 Pass I 260 - 240 Top Girt L1 3/4xl 3/4x3/16 -0.447 5.104 8.8 Pass I 240-220 Top Girt L2x21/2x3/16 -0.685 6.668 10.3 Pass 1 220-200 Top Girt L2x2x1/4 -1.058 5.107 20.7 Pass 1 200 - 180 Top Girt L3x3x3/16 -1.42 9.007 15.8 Pass 1 180 - 170 Top Girt L3x3x1/4 3.104 9.498 32.7 Pass 1 170 - 160 Top Girt L4x4x1/4 -7.75 18.342 42.3 Pass 1 160 - 150 Top Girt L4x4xl/4 -8.154 16.883 48.3 Pass I 150 - 140 Top Girt L4x4xl/4 -8.187 15.589 52.5 Pass I 140 - 120 Top Girt L4x4x1/4 -8.825 14.438 61.1 Pass 1 120 - 110 Top Girt 2L3x5x3(8x3/4 -12.238 40.527 30.2 Pass I 110 - 100 Top Girt 2L3x5x3(8x3/4 -12.552 37.743 33.3 Pass I 100 - 80 Top Girt 2L3x5x3(8x3/4 -13.343 35.236 37.9 Pass 1 80 - 60 Top Girt 213 1/2x6x3/8x3/4 -15.322 47.353 32.4 Pass I Page 3 300 ft - Self Support Tower Structural Analysis Report TSE Project No. 3297015.01.01 October 2, 2025 Branch Communication No. 7X-61 Elevation (ft) I Component Type I size I Load (k) I IVPn (k) I % I Pass I Capacity Fail Secondary Table 5 - Tr .. 4.1 .. .. Stresses vs. I Component I Elevation (ft) I % Capacity' - - I Pass I Fail I Structure Rating (max from all components) = 92.6% l Notes_ 11 1) See additional dowmentation in Appendix B- Additional Calculabonsterralculations supporting the% capesty consumed. 2) Ratingper TIA-MFISedon155 3) Foundations analyzed by companng reactions with design base martens Table 6 - Service Deformations of Tower Service Deformation Elevation Deformation' TIA-222-H Compliance Type (ft) Limit Horizontal apemen �QA�jccepgtabl�e, Sway ccoa bla votes_ 1) Deformation under the seMceability limit state condition 4) ANALYSIS PROCEDURE 4.1) Analysis Method tnxTower (version 8.3.1.2), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Select output from the analysis is included in Appendix A. 4.2) Assumptions 1) The tower and structures were maintained In accordance with the TIA-222 standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. TSE should be notified to determine the effect on the structural integrity of the tower and foundation. Page 4 APPENDIX A tnxTower Output c ®� 2�oon s` e� h d ' 9 e " ® c w p e � 0 c ®— `q ^- c 8 SYMBOL LIST male. sD>= MARK SI2E rrn tm+ra rxanr4 I1211s� vavm vavnn aolao a4 MATERIAL STRENGTH. GRACE Fy js�Fu I GRADE I Fy Fu TOWER DESIGN NOTES 1. Towxtlesigned far Exposure Bto the TIA-222-H Standard 2. Tower designed! for a 105 mph basic wiM in acoadance with the TIA-M IT Stantlartl. 3 Tower is also designed for a 3O mph basic wind with 150 in oe Ice is mreitlemtlm in thaness with height 4. Defiectsms are basetl upon a W mph wnM. 5. Tower Risk Category ll. 6 Topographic Category 1 with Crest Height of 0,000 R 7. TIA-M If Per.S 8. TOWER RATING 926% L\ ALL REACTIONS AREFACTORED M CORNER REACROh DOWN 287K SHEAR SIR UPLIFT -190K SHEAR 28K 202K 202K SHEAR MOMENT 6K 924 kp-M TORQUE 5 by -a 30 mph WIND-1500 in ICE AXIAL f02K SH MOMENT 52 K 7447 k" TORQUE 19lh" REACTIONS-106' mph WIND Tabb StructuralEngineeringr' 3297015.01.01-Grapevine TsC Ausfin Phone TIA 222 H 1. larmich mun atio 10f0225NT3 FAX. 1. c 0 m w TIA-222-H - 106 mph/30 mph 1.500 in Ice Exposure B Leg Capacity Leg Compression (K) J+I� IIy4 I I IM Tabb StructuralEngineeringr' 3297015.01.01-Grapevine TsC Austin Phone TW222 H mun atio 10102/25 ws FAX. I'ro•.. _ _ _. _ __ TIA-222-H - Service - 60 mph Maximum Values Deflection (in) Tilt (deg) Soo ooq I I q q o o s os q '��� / IIII IIII IIII IIII II III IIII IIII IIII IIII IIII / IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII zm / III �' Ilii IIII III �� IIIII IIII IIII IIII III IIII IIII IIII IIII III IIII � / III �; IIIII IIIII IIII II ��� IIII IIII IIII IIII IIII IIII IIII IIII I II IIII IIIII I��� IIIII IIII II ��� IIII IIII IIII III IIII 2 00 / IIII IIII IIII III' Ilil tm J IIII IIII III IIII IIII IIII IIII III IIII IIII II IIII II IIII hill 1L IIII IIII I I ' ill C t t IIII IIII IIII IIII IIII m II it IIII III Ilil W IIII IIII IIII IIII IIII 20 IIII III IIII IIII IIII IIII IIII IIII IIII IIII nn.ml I I I I I I I I I I I I I I I I"' tw IIII I ii IIII IIII IIII ' IIII III IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII s IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII III IIII III( IIII IIII so oo IIII IIII IIII IIII IIII II I IIII IIII IIII IIII II I IIII IIII IIII IIII IIII IIII IIII IIII IIII moo I II IIII IIII IIII IIII I II IIII IIII IIII IIII IIII IIII IIII IIII IIII III IIII Ilfl ICI II IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII o Doll I I I I I I I I I I I I I I I I I I I I I I ¢ 1 0] 0z Twist (deg) Tabb StructuralEngineerini 3297015.01.01-GrapevineIII bta,'�',,'',Jyy�J� TsC Ausfin P ones mun TIA 222 H atigd 10102/25I Ws Feed Line Distribution Chart 0' - 300' Face A I ,mm�l > n Face B Face C 000 2,s. L — I� e . Tabb Structural Engineertngr' 3297015.01.01- Grapevine TCAustin' eTX TIA222H mums h � 7,O ba n FAX. iw°` _ __ _ _ _ Feed Line Plan (2) 0 ➢ V y i� F° Tabb StructuralEngineertngr' 3297015.01.01-Grapevine TsC A Ph.ne TW222 H mun atio 10102/25 NF3 FAX. I'ro•.. _ _ _. _ __ hi.CToWeT Joy 3297015.01.01 - Grapevine Pape 1 of 49 Tabb StructumlEegineeriag Protect Dete 20:58:17 10/02/25 Assam, TX client Designed by Fhow Branch Communication btabb FAX.' Tower Input Data The main tower is a 3x free standing tower with an overall height of 300.000 ft above the ground line. The base of the tower is act at an elevation of 0.000 ft above the ground line. The face width of the tower is 3.503 ft at the top and 34.000 ft at the base. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower base elevation above sea level 569.000 ft. Basic wind speed of 106 mph. Risk CategoryB. Exposure Category B. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.000 ft Nominal ice thickness of 1.500 in. Ice thickness is considered to increase with height. Ice density of 56.000 pcf A wind speed of 30 mph is used in combination with ice. Temperature drop of 50.000 'F. Deflections calculated using a wind speed of 60 mph. TIA-222-H Amex S. Non -linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Tower analysis based on target rehabdities in accordance with Amex S. Load Modification Factors used: K. Fw) = 0.95, Kg(t,) = 0.85. Maximum demand -capacity ratio is: 1.05. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. (Asoa rM niena-Legs Cvosider MumeNa - £IonmuGis Cmsida Mn -kshona).s Use Meeut MKisagoiSratiov J Use Code Stress Ratios J Use Code Safety Factors -Guys Esoatmelee Atwaya uee Max xx ICZ I¢Exposua DHmncam Regio¢ J ]vclude BoXs io Member Capacity Leg nda , H A[ Top al none. e, J Sec IXaxx11nnefB.a,sLeg Use Dinondlmo Bmcmg (4 Sided) J 9R Members Have LW Ends 9R Members Luele 13a ToeS ute Leg Loads As Urtif Use Special Wivd PmSte Options Assmm Legs Pumed Assure Rigid Index Platr Use Clear Spas For Wand Area Use ©ear Spins Fro KLIr Retensmn Guys To ]viyal Teosx,n Bypass Mast Stability Cbean use AzimW lDish Ccef6mmks utaeaaeAys Purledwand Aaa EAppmtevavices AltrmaleT n,ue EPACalculation A& MC Torque Aim Aaas Add Ca 6DtW eo ByC n Sort gulatgDReports EyrBreo evt Trial Fevil Diamond Inver Brumg Treat Feed Lure Bindles As CylaidvI,nore1,e UseA CE1 Fm 60Deg Aisles Lena Use ASCE IO X-Bate Ly Rules J caimdate Reamaamaam¢g Fmeea Igma ReduvdmtM®burs mFEA J SR Leg Bolles Resist Co�ressio¢ offset P At Havegame Allowable offset F At Fouv Tve i J Co¢sider Feed Lme Torque J Include Avgle Block Shear Check Use TTA-222-H Bracing Rena,. Exempho¢ Use TIA-222-H T®.sion Splice Exemptio¢ Toles nt J Include 9hear-Tmsewl Flow® Always Usewaei- ritiral Flow Use Top and Lete sockets Pole Wi ti Slue ¢ear AtlechmeNs PoleWMSbmud CNOAppmteomces Outside mdinaide Coma Radii Aa Kmw¢ Job Pape hi.CToWei 3297015.01.01 - Grapevine 2 of 49 Tabb StruclurnlEngineering Project Date 20:58:17 10/02/25 A.an, TX Client O i9ned by Phorzr: Branch Communication btabb FAX.' Wntl 180 1 LN A Wnd 90 4� @ Legg C Z LN B Face C VJetl 1J met Trianuala, T.. Tower Section Geometry Tourer Towerr Assembly' Desaionan Secaan NwMa Secaorz Secaorz Elevmran Dmobare <vdth of L 9n Se . T1 30000AO20000 3 �3 1 20L T2 280 OW260000 5126 t 20000 T3 260000-290000 6750 t 20000 T4 290ON M 000 8 375 1 20 000 TS 220000-200000 10000 1 20000 T6 200000-180.00O 11670 1 20000 T7 180000-170000 13417 t 10000 T8 170000-160000 14229 1 NOW T9 160000-150000 15042 1 10" T10 150000-140000 15 856 1 10 000 Tll t90000-120 NO 16670 1 20000 T12 120.000-110000 18292 1 10000 T13 110.000-100000 19146 1 NOW T14 ]00000-80000 20000 1 20" T15 80000L No 21708 1 20000 T16 60 000-00.000 23 458 1 20 000 T17 40000-20000 26917 1 20000 T18 20 ON 0.000 30010 1 20000 Tower Section Geometry (cont'd) Joy Pape tH.xToWer 3297015.01.01 - Grapevine 3 of 49 Tpbb SrrperprplEnginening Protect Dete 20:58:17 10/02/25 Ansan, TX client Designed by phow: Branch Communication btabb FAX.' Tmver Tmv Dirgorml Branog H H. Top an Bottom an Section Elevahan Spacing Type KBrace HwuooGl Off,H Comet EY R Pawls TI 3000�-28000 3_ 3 XBace No No OON ONO T2 280 ON 260000 5 ON X Bace No No ONO ONO T3 260ON-240000 50N XBace No No OON ONO T4 240000220000 6667 XBace No No ONO ONO T5 220 ON-20.000 6667 XBace No No 0 No ONO T6 200.00-18000 6667 XBace No No ONO ONO U 18000-170 NO 1000 TX Bace No Yes ONO ONO TS 170 ON-1000010" TX Bace No Yea OON ONO T9 160.000-150000 10" TX Bace No Yes ONO ONO T10 150000-140.000 10" TX Bace No Yes 0No ONO Tll 140.000-12000 10" TX Bace No Yes ONO ONO T12 120000-110000 10 ON TX Bace No Yes ONO ONO T13 110000-10000 10" TX Bace No Yes OON ONO T14 IN 000-80 000 10" TX Bace No Yes ONO ONO T15 so 000 0000 20 NO TX Bace No Yes OON 000 T16 60OWON 20_NO TX Bace No Yes ONO ONO T17 40 000-20 NO 20 00 TX Bace No Yes ONO ONO T18 20 NO 0 NO 20 ON TX Bace No Yes OON ONO Tower Section Geometry (coned) T. Leg Leg Leg Dwg svl Dugoud DugOl Ete♦vHaaan Type Grose Type sires Grade Tl 60 Aapke V4x4x3/8 A36 Es WAngle Ll l/2x11l 116 A36 300ON 280000 (36 ke) (36ho T2 0Aegis V5x5 /8 A36 Equal Angle Ll 1/2x112 /16 A36 280.000-260000 (36 ke) (36 ba) T3 60 Angle V5x5xl/2 A36 Sngle Angle L2x1 V2 116 A36 260 NO 240_NO (365) (36ho T4 60 Angle V6x6xla A36 Single Angle L2112 1/4 A36 240L0-220000 (36 bs) (36 ba) T5 60 Angle Vbx6xl/2 A36 Single Augle 1212 1/4 A36 220 ON 200000 (36 be) (36ksn T6 60 Avgle V6x 9/16 A36 Equal Angle 13X3x1/4 A36 20.000-180000 (36 ka) (36 ba) T7 0Angls V6x6x5/8 A36 Equal Angle L2 1/4 A36 180.ON-170000 (36k s) (36 Ls) T8 NAvgle V6x /S A36 Equal Angle LZ V4 A36 170 ON-160ON (36b a) (36 bs) T9 60 Angle V8x8a9/16 A36 Equal Angle 12 1/4 A36 160.ON-150000 (36 bs) (36 bi) T10 60 Angle V8x /16 A36 Equal Angle L11Y 11 1/4 A36 150 000-140.000 (36 kai) (36 ks) Tll 60 Angle V8x8x9/I6 A36 Equal Angle L2 1/4 A36 140.000-120000 (36 kai) (36 ba) T12 0Angle V8x8 A A36 Double Angle 2L2 V2XLx3/16x3/4 A36 120.000-110000 (36b s) (36 Ls) T13 NAngls V8x8 A A36. Su le Angle L21/2x2x3/16 A36 110000-1000 (36 be) (36 bs) T14 60 Angle V8x8x3/4 A36 Double Equal 2L21/2x2 VW/4x3/4 A36 IN_No-go 000 (36 kai) Angle (36 ks) T15 60 Angle V8x8xl A36 Doubts Equal 2Llxbxl/40/4 A36 so 000 60 No (36 be) Angle (36b) T16 60 Angle VSx8x1 A36 Double Angle 2L3x /16x7B A36 6000040 NO (36 ke) (36 bs) T17 60 Angle VS l A36 Double Angle 2L3x /16X1/8 A36 hi.CToweP Job 3297015.01.01 - Grapevine Page of 49 Tabb Structural Engineering Project Date 20:58:17 10/02/25 Ausary TX Client Designed by Fhow Branch Communication btabb FAX T.v Leg Leg leg Diagoad Dv one[ D4 Na/ E[elvR`m�an Type Sve GlaOk Type Sve. Grade 40.000.20.No (36 in) (36 IN) T1820 NO 0000 60 Angle Wx8x1 A36 Equal Angle L4x4xl/4 A36 (36 kai) (36 kap Tower Section Geometry (coned) T.re IDp Gv Top GUT Top Mn Bono. Girt Bottom Girt Boa.. Gin E[evmron Type S. Grade Type S1ze Grade �i Equal Angle L13/4x13/4x3/16 A36 FlatBar A36 300.000-280000 (36 In) (36 IN) T2 Equal Angle L13/4x13/4x3/16 A36 FlatBar A36 280 WO 260000 (36 bi) (36 k n) T3 Egml Angle L13/4x13/4x/16 A36 FlatBar A36 20_000-240000 (36 be) (36kn) T4 Sngle Angle L2 1/2 /16 A36 11913ar A36 2401100-220000 (365) (36k O T5 Equal Angle L2 1/4 A36 FlatBar A36 220ON 200000 (36 I) (36 �Q T6 Equal Angle L3x3 /16 A36 F1atBar A36 200000-180.000 (36In) (36 IN) ]"1 Equal Angle L3x.Vt A36 Flat Bar A36 180.ON-170000 (36 h) (36 k n) T8 Egml Angle L4x4x1/4 A36 FlatBar A36 170.000-160000 (36 be) (36Ian) T9 Equal Angle L4x4x1/4 A36 FlatHar A36 10 DOO-150No (366) (36kO T10 Equal Avgie L4x4xl/4 A36 FlatBar A36 150000-140000 (36IN) (36 Ln) Tll Equal Angle 1,4x4x1/4 A36 FlatBar A36 140.ON-120000 (36 kn) (36 IN) T12 Doable Angle 21,3x5 /8x3/4 A36 Flat Bar A36 120.000-110000 (36k.) (36 Ian) T13 Doable Angle 2r3x /8x3/4 A36 FlatBar A36 110.000-100.000 (365) (36k O T14 Double Angle 2L3x5 /WA A36 FlatBar A36 I00000-80000 (36 5) (36k O T15 Doable Angle 2L3126x3/WA A36 FlatBar A36 80 000b No (36 bu) (36 Ln) T16 Doable Angle 2L4xbx3/exi/8 A36 FlatBar A36 60 000-00 000 (36 bO) (36 k n) T17 Doable Angle 2L3x /8x3/8 A36 FlatBar A36 40000-20.000 (36k.) (36kn) T1820OW00000 Single Angle L31/2x6x5/16 A36 FlatBar A36 (36l) (36k ) Tower Section Geometry (coned) t=Tower Job Tabb Structural Engineering Project Auadn TX Client Phow FAX T. Na Elevm�on of ([ G1 Gim 7-1 None 180000-170000 T8 None 170000.160000 T9 None 10.000-150000 T10 Na I5000No.0-140000 T11 N®e 140.000-1-120000 T No ne 120000-110000 -1 T13 None 110000-100000 T14 Nane ]00.000-80000 T15 Nane so oaosa.000 T16 None 6000T17 Tl None 40000000 T180.0000 20002 None 3297015.01.01 - Grapevine Branch Communication d Gm M Gut MN Gvt Hor¢omal Type .roe Grade type Pape 5 of 49 Date 20:58:17 10/02/25 Designed by btabb Hor¢oNa] HorizonNl sae crude FIatBffi A36 Equal Angle L3x3x1/4 A36 (36 IN) (36 IN) Flat Bar M6 Equal Avgle L4x4x1/4 A36 (36h) (36 Ian) Flat Bm A36 Equal Angle IAx4x1/4 A36 (36IN) (36 IN) Flat Bar A36 Equal Angle Ltx4x1/4 A36 (36 kai) (36 lea) Flat Box M6 Equal Angle Llx4x1/4 A36 (36L) (36 IN) Flat Bw A36 Double Angle 2L3x5 /8x3/4 A36 (36 kn) (36 IN) Flat Bar A36 Dwble Angle M3x5 /W/4 A36 (36S) (361ai) Flat H� M6 Double Angle 2L3x5 /8x3/4 A36 (36IN) (36 IN) Flat Bar A36 Equal Angle L1x1x1B. A36 (36 kai) (36 lea) Flat Box M6 Equal Angle Llx1x1/8 A36 (36 kn) (36 kai) Floe A36 Equal Fle L1xlx1/8 A36 (36 IN) (36 IN) Flat Bar M6 Equal Angle Llxlxl/8 A36 (366) (36 Ian) Tower Section Geometry (coned) T.11 Secondary Secondary HoivOr Ele�vHaati�n Horizontal Type S. T] Equal Angle L4x4xl/4 18(1000-170000 T8 Equal Angle L4x4x1/4 170 000-160000 7r9 Eq" Angle 1,4x4x1/4 160000-150000 T10 Equal Angle L4x4x1/4 150000-140000 Til Double Fgual M31Y V21/4x12 140000-120000 Angle T12 Double Angle 2LSx3x3/8x3/8 120000-110000 T13 Double Angle M5x3x3Bx3/8 110000-100000 T14 Double Angle M5x3 /8x3/8 IN NO 80 000 T16 Double Angle 21,6x4x3NBA T17 Double Angle 21,5k3 /W/4 40 000-20 000 T1820OW0000 Equal Angle L5x5x7/16 so,MN ry InnerBmcing Inner Bracing Size Inner Bracing Ha,.oN Type Grade Grade A36 Equal Angle A36 (36he) (36ka) A36 Equal Angle A36 (36k ) (36kaQ A36 Equal Angle A36 (36he) (36kai) A36 Equ Angle A36 (36l) (36ka) A36 Egual Angle A36 (36 IN) (36 lea) A36 Equal Angle A36 (361.) (36ka) A36 Equal Angle A36 (36k ) (36ka) A36 Equal Angle A36 (36IN) (36IN) A36 ENM Angle A36 (36l) (36ka) A36 Egual Angle A36 (36 IN) (36ka) A36 Equal Angle A36 (36 leer) (36 lea) !(l.M l oWer Job Tabb StructuralEngineniag Protect Ausan, TX client Phow FAX.' 3297015.01.01 - Grapevine Branch Communication Pape 6 of 49 Date 20:58:17 10/02/25 Designed by btabb Tower Section Geometry (coned) Tower Gusset Gusset Gusset Grade Ad).t F tin Adlust WeightA It Z IeAngle Doub[e Angle Double Angle Elevation Area Thic s A2 Factor Stitch Bolt Saah Bolt Stitch Bolt (Pert 1 A, spa g spacing Sp NT Diagonals Lf ri ft+ Redand Ls 0375 A36 1.03 102 105 36_WO 36WO 36NO 3W000-2800 (36 ka) 00 T2 0.OW 0375 A36 1.03 102 105 36 NO 36W0 36W0 2800002600 (36 k n) 00 T3 ONO 05W A36 103 102 105 360W 36NO 36W0 260000240.0 (36kn) 00 T4 ONO 05W A36 103 102 105 36 NO 36WO 36 NO 240.000 220.0 (36k n) 00 T5 ONO 05W A36 103 102 105 36 NO 36W0 36W0 22G 000 200 0 (36 bu) W TO 0.OW 0562 A36 1.03 102 105 36 NO 36WO 36W0 2W 000-1800 (366 ) 00 T7 0.OW 062 A36 1.03 1.02 1.05 36 No 36WO 36W0 180 000170 0 (36be) W T8 0.OW 0625 A36 1.03 1.02 105 36 WO 36NO 36W0 170000160.0 (36kn) 00 TO ONO 0562 A36 103 102 1D5 %NO 36W0 360W 160 WO-1500 (36 kai) 00 T10 ONO 0562 A36 103 102 105 36 NO 36W0 36W0 150000-1400 (36 bu) 00 Tll ONO 0562 A36 103 102 105 36 NO 36W0 36W0 140 000-120 0 (366) 00 T12 0.OW 0.750 A36 1.03 1.02 1.05 36 NO 36WO 36W0 120 000.1 10 0 (36be) 00 T13 0.OW 0.750 A36 1.03 102 105 36 NO 36W0 36W0 110000 1000 (36be) 00 T14 ONO 0750 A36 103 102 105 Mld-PI 36W0 360W 100WO�OW (36 k.) 0 T15 O.OW 1.OW A36 1.03 1.02 1.05 Idid-P[ 36W0 36W0 80WO-60ON (36ks) T16 0.OW 10W A36 1.03 1.02 105 'I1urbA 36W0 36W0 60.00040ON (36ksi) T17 0.OW 1.OW A36 1.03 102 105 11or3A 36W0 40NO20ON (36A) T18 0.OW 1OW A36 1.03 102 105 36 NO 36WO 36W0 20 ON 0000 (366 ) !(FLU! paver Job 3297015.01.01 - Grapevine Tabb StructuralEng1werb`g Project Ausan, TX client Phow Branch Communication FAX Tower Section Geometry (coned) Pape 7 of 49 Date 20:58:17 10/02/25 Designed by btabb T er cdc cdc Legs X K Single G" Ma .. Sec lhw E/ev N K K brace Brace DA Hon .. Brace &VI. Solid L4ags D s Angles Boards' X X X X X X X R Y Y Y Y Y Y Y Tl Yes Yes t 1 t 1 1 1 1 1 300 NO 2800 1 1 1 1 1 1 1 00 12 Yes Yes 1 1 1 1 1 1 1 1 280.ON 2600 1 1 1 1 1 1 1 00 13 Yes Yes t 1 1 1 1 1 1 1 260000-240.0 1 1 1 1 1 1 1 00 T4 Yes Yes t 1 1 1 1 1 1 1 M 000.220E 1 1 1 1 1 1 1 00 T5 Yes Yes t 1 1 1 1 1 1 1 220E00-2000 1 1 1 1 1 1 1 00 T6 Yes Yes 1 1 1 1 1 1 1 1 200.000.1800 1 1 1 1 1 1 1 00 17 Yes Yes 1 1 1 1 1 1 1 1 180 ON-17G 0 1 1 1 1 1 1 1 00 U Yes Yes t 1 1 1 1 1 1 1 170 000-160.0 1 1 1 1 1 1 1 00 T9 Yes Yes t 1 1 1 1 1 1 1 160.000-1500 1 1 1 1 1 1 1 00 T10 Yes Yea t 1 1 1 1 1 1 1 150 000-M 0 1 1 1 1 1 1 1 00 I'll Yes Yes t 1 1 1 1 1 1 1 MOM-1200 1 1 1 1 1 1 1 00 T12 Yes Yes t 1 1 1 1 1 1 1 120000-1100 1 1 1 1 1 1 1 00 T13 Yes Yes 1 1 1 1 1 1 1 1 110000-1000 1 1 1 1 1 1 1 00 T14 Yes Yes t 1 1 1 1 1 1 1 100000-80 00 1 1 1 1 1 1 1 0 T15 Yes Yea 1 1 1 1 1 1 1 1 8o ON 0 ON 1 1 1 1 1 1 1 T16 Yes Yes 133 1 1 1 1 1 1 1 60.000-00000 1 1 1 1 1 1 1 T17 Yes Yes 133 1 1 1 1 1 1 1 40 000-20 ON 1 1 1 1 1 1 1 T18 Yes Yes 2 t 1 1 05 1 1 1 20 WO-0 NO 1 t 1 1 1 1 1 rNote'Kftorsaresg+plivdtomembersegmentlengths. Kbraces untMiv mnersupporting members ivtll Mve the Kf mrm the outofBlwe d�recaan pplied to the overall length t=Tower Job Tabb Structural Engineering Project A.an,T Client Phow FAX 3297015.01.01 - Grapevine Branch Communication Tower Section Geometry (coned) Pape 8 of 49 Date 20:58:17 10/02/25 Designed by btabb Leg Diagonal Top Gir[ Baaom Girt ,' Gin long HonzoMal Shon Hor Wd ✓et Kdh U NH {PNth U a IPulth U Net U Net U Na U Na U Deduc[ Deduce IMdua fl Nt Pdth {lridth {PN[h is w w INduc[ Dedrrt Deduct Daduct Tl ONO 1 0ON 075 0000 075 0000 075 ONO 075 ONO 075 0000 075 300000-2800 00 T2 0.000 1 0OW 075 0000 075 0000 075 0ON 075 ONO 075 0000 075 280 000-260.0 00 T3 00000 1 0000 075 260 000-240.0 00 T4 ONO 1 0OW 075 240A00-220.0 00 T5 ONO I 0000 075 220 000-20e.o 00 T6 ONO 1 0ON 075 200 No-1800 00 T7 0000 1 0000 075 180 NO 1700 00 TS 00000 1 0000 075 170 000-1600 00 T9 b_OOO 1 0000 0.75 160 NO 150 0 00 T10 ONO 1 0000 075 1500 o Mo 00 T11 0ON 1 0000 075 140 NO 120.0 00 T12 ONO 1 0ON 075 in No-1100 00 T13 0.000 1 0000 075 110 No IN 0 00 T14 00000 1 0.000 075 100 ON so 00 0 T15 ONO 1 0000 075 s0000L ON T16 00000 1 0ON 075 60000 40 NO T17 ONO 1 0000 075 40000-20 000 T18 ONO 1 0000 075 20 00041000 0000 075 0000 075 ONO 075 ONO 075 0000 075 0000 075 0000 035 ONO 075 ONO 075 0000 075 0ON 075 0000 075 ONO 075 ONO 075 0000 075 0ON 075 0NO 075 ONO 075 ONO 075 0000 075 0000 075 ONO 075 0ON 075 ONO 075 0000 075 0000 075 0000 075 ONO 075 ONO 075 0000 075 0000 075 0000 075 ONO 075 ONO 075 Dow 075 0000 075 0000 035 ONO 075 ONO 075 0000 075 0000 075 0.000 075 ONO 075 0ON 075 0000 075 0ON 075 0NO 075 ONO 075 ONO 075 0000 075 0000 075 0000 075 0000 075 ONO 075 0000 075 0000 075 0000 075 ONO 075 ONO 075 0000 075 0000 075 0000 035 ONO 075 ONO 075 0000 075 0000 075 0000 075 ONO 075 ONO 075 0000 075 DOW 075 0000 075 0000 075 ONO 075 0000 075 0ON 075 0NO 075 ONO 075 ONO 075 0000 075 hi.CToweP Job 3297015.01.01 - Grapevine Page of 49 Tabb Structural Engineering Project Date 20:58:17 10/02/25 Austin, TX Client Oesipned by PhOne Branch Communication btabb FAX T.v Redrmdm¢ Redrm lm¢ Red. 1 Radudmlt RedoN V&txd Rvdundzt Hp R,d tHip Ele "O Horizontal D,,.[ Sub-Dtc rOal Sub-H rizoma! Dugom] R Net Width U Net Width U Net Width U Net U Net U Na U Net U ZMdret D ct Deduct Width Width Width Width ta >a M Deduct Dadwt Deduct Deduct Tl ONO 075(11 DOW 075 0000 075 DOW 075 0No 075 ONO 075(1) 0000 075(1) 300000-280.0 (1) 00 ONO 075(2) 0NO 075 ONO 075(2) 0000 075(2) (2) 0ON 075(3) DOW 075 0ON 075(3) 0000 075(3) (3) ONO 075(4) DOW 0.75 ONO 075(4) 0000 075(4) (4) n ONO 075(1) DOW O.75 DOW 075 0ON 075 ONO 075 DOW 075(1) 0ON 075(1) 280 DOD-26D0 (1) 00 0.000 075(2) DOW 0.75 ONO 075(2) 0000 075(2) (2) ONO 075(3) DOW O.75 ONO 075(3) 0000 075(3) (3) ONO 075(4) DOW 075 ONO 075(4) 0000 075(4) (a) T3 ONO 075(1) 0ON 075 ONO 075 0NO 075 ONO 075 ONO 075(1) DOW 075(1) 260 NO 240.0 (1) 00 ONO 0.75(2) DOW 075 ONO 075(2) 0000 075(2) (2) ONO 0.75(3) 0ON 075 ONO 075(3) 0NO 075(3) (3) ONO 075(4) DOW 0.75 ONO 0 75 (4) 0 000 075(4) (4) T4 ONO 075(1) DOW 0.75 DOW 075 DOW 035 ONO 0.75 ONO 075(1) 0000 075(1) 240:ON 220.0 (1) 00 ONO 0.75(2) 0.NO 0.75 ONO 075(2) 0OW 075(2) (2) ONO 075(3) DOW O.75 DOW 075(3) DOW 075(3) (3) ONO 075(4) DOW 075 0WO 075(4) 0000 075(4) (4) T5 ONO 075(1) 0NO 075 DOW 075 DOW 075 0ON 075 ONO 075(1) 0000 075(1) 220 NO 2000 (1) DO ONO 075(2) DOW 075 0WO 075(2) 0000 075(2) (2) ONO 075(3) 0NO 075 ONO 075(3) 0000 075(3) (3) 0ON 075(4) DOW 075 0ON 075(4) 0000 075(4) (4) T6 ONO 075(1) DOW 075 0.ON 075 0NO 075 ONO 075 ONO 075(1) 0000 075(1) 200 ONIN0 (1) DO 0NO 075(2) DOW 075 0ON 075(2) 0000 075(2) (2) 0.000 075(3) DOW 0.75 ONO 075(3) 0000 075(3) (3) ONO 075(4) DOW 075 ONO 075(4) 0000 075(4) (4) T7 ONO 0750) DOW 075 DOW 075 DOW 075 0ON 075 ONO D75(1) 0000 075(1) 180NO170.0 (1) 00 ai%XToweP Job Pape10 3297015.01.01 - Grapevine of 49 Tabb Structural Engineering Project Date 20:58:17 10/02/25 Austin, TX Client Designed by FhOne Branch Communication btabb FAX T.v Redrmdm¢ Redrm lm¢ ReduM 1 Radudmlt RedoN V&txd Rvdundzt Hp R,d tHip Elev"O Horizontal D,,.I Sub -Dt Og Sub-H rizoma! Dugom] R Net Width U NHWdth U Net Width U Net U Net U Na U Net U D dret D Oct Deduct Width Width Width Width to >a to Deduct Dedwt Dedist Deduct M to to ONO 075(2j ONO 0.75 0ON 075(2) 0000 075(2) (2) ONO 0.75(3) ONO 0.75 ONO 075(3) 0000 0.75(3) (3) ONO 075(4) ONO 075 ONO 075(4) 0000 075(4) (4) TS ONO 0750) ONO 075 0ON 075 0000 075 0ON 075 ONO 075(1) 0000 075(1) 1700001W_0 (1) 00 ONO 075(2) ONO 075 ONO 075(2) ONG 075(2) (2) ONO 075(3) 0ON 075 ONO 075(3) 0000 075(3) (3) ONO 0.75(4) 0ON 0.75 ONO 075(4) ONO 075(4) (4) 7r9 0WO 075(l) ONO 075 0000 075 0.000 075 ONO 075 0WO 075(1) ONO 075(1) 160 NO 1500 (1) 00 ONO 075(2) OON 075 ONO 075(2) ONO 075(2) (2) 0NO 075(3) ONO 075 0WO 075(3) 0000 075(3) (3) ONO 075(4) ONO 0.75 ONO 075(4) 0000 075(4) (4) T10 ONO 075(l) ONO 075 0ON 075 ONO 075 ONO 075 0No 075(1) 0000 0075(1) 150N0-140.0 (1) 00 ONO 075(2) ONO 0.75 ONO 075(2) 0000 075(2) (2) ONO 075(3) ONO 075 0.ON 0.75(3) 0000 075(3) (3) ONO 075(4) ONO 075 0000 075(4) 0000 075(4) (4) T11 ONO 0.75(1) 0ON 0.75 0000 075 0000 075 ONO 0.75 ONO 075(1) 0ON 075(1) 140NO120.0 (1) 00 ONO 075(2) 0ON 075 ONO 075(2) 0000 075(2) (2) OWO 075(3) ONO 075 0WO 075(3) 0000 075(3) (3) ONO 075(4) ONO 075 0NO 075(4) 0ON 075(4) (4) T12 ONO 075(1) ONO 0.75 0000 075 0ON 075 ONO 075 ONO 075(1) ONG 075(1) 120 NO 1100 (1) 00 ONO 075(2) ONO 075 0NO 075(2) 0ON 075(2) (2) ONO 075(3) ONO 0.75 ONO 0.75(3) 0000 075(3) (3) ONO 075(4) ONO 075 ONO 075(4) 0000 075(4) (a) T13 ONO 075(1) 0NO 075 0000 075 ONO 075 0ON 075 ONO 075(1) 0000 075(1) 110 NO Iwo (p 00 ONO 075(2) ONO 075 ONO 075(2) 0000 075(2) (2) t=Tower Job Pape11 3297015.01.01 - Grapevine of 49 Tabb Structural Engineering Project Date 20:58:17 10/02/25 Austin, TX Client Designed by FhOne Branch Communication btabb FAX T.v Redrmdm¢ Redrm lm¢ Red. 1 Radudmlt RedoN V&txd Rvdundzt Hp R,d tHip E[e "O Horizontal D,,.I Sub-Dtc rOal Sub-H rizoma! Dugom] R Net Width U Net Width U Net Width U Net U Net U Na U Net U D dret D ct Deduct Width Width Width Width to >a to Deduct Dedwt Dedist Deduct ONO 075(31 ONO 075 0ON 075(3) 0000 075(3) (3) ONO 075(4) ONO 075 ONO 075(4) 0ON 075(4) (4) T14 ONO 075(1) ONO 075 0ON 075 ONO 075 ONO 075 ONO 075(1) ONO 075(1) 100 No 8000 (1) 0 0.000 0 75 (2) ONO 0.75 ONO 0 75 (2) 0 000 075 (2) (2) ONO 075(3) ONO 075 o_OOO 075(3) 0ON 075(3) (3) ONO 075(4) 0ON 075 ONO 075(4) 0000 075(4) (4) T15 ONO 075(1) 0ON 075 0000 075 0NO 075 ONO 075 ONO 075(1) 0ON 075(1) so_000L000o (1) OWO 075(2) ONO 075 0ON 075(2) 0000 075(2) (2) ONO 075(3) ONO 0.75 ONO 075(3) 0000 075(3) (3) ONO 075(4) ONO 0.75 0.No 0.75(4) 0000 075(4) (4) T16 ONO 0750) 0ON 075 OON 075 ONOU 075 0ON 075 ONO D75(1) 0000 075(1) ONO 075(2) 0ON 075 ONO 075(2) 0ON 075(2) (2) ONO 075(3) ONO 075 ONO 075(3) 0ON 075(3) (3) ONO 075(4) ONO 0.75 ONO 075(4) 0000 075(4) (4) T17 ONO 075(l) ONO 075 0ON 075 ONO 075 ONO 075 0No 075(1) 0000 075(1) 40.W020 ON (1) ONO 075(2) ONO 075 0000 075(2) 0000 075(2) (2) ONO 0.75(3) 0ON 075 ONO 075(3) 0ON 075(3) (3) ONO 075(4) ONO 075 ONO 075(4) 0ON 075(4) (4) T18 ONO 075(1) ONO 0.75 0ON 075 ONO 075 ONO 075 ONO 075(1) ONO 075(1) 20."0 Ow0 (1) 0NO 075(21 0NO 075 0NO 075(2) 0ON 075(2) ONO 075(3ONO 07 ONO 075(3) ONO 075(3) J� ONO 075-1 ONO (A) ONO 075(4) ONO 075(4) !(FLU! paver Job 3297015.01.01 - Grapevine Tabb Structural Engineering Project A.an, TX client Phow Branch Communication FAX Tower Section Geometry (coned) Tower Leg Leg Dwgowl Top Gne Bono. cin I Qn ElevW. Comte e F m Page 12 of 49 Date 20:58:17 10/02/25 Designed by btabb Lortg Harvvmal SMnH Nd Bolt S¢e No Bolts Na BOUb Na BokS No. Bolt4 No. BdtL No. BeltSe No T] Sleeve DS 05W 16 0500 1 0625 1 0625 0 0625 0 0625 0 0625 0 3W 000 280 0 A325N A325N A325N A325N A325N A325 A325N 00 T2 Sleeve DS 05M 20 0500 1 0625 1 0625 0 0625 0 0625 0 0625 0 280 000260 0 A325N A325N A325N A325N A325N A325N A325N 00 T3 Sleeve DS 05M 20 0500 1 0625 0 0625 0 0625 0 0625 0 0625 0 260000-2400 A325N A325N A325N A325N A325N A325N M25N 00 T4 Sleeve DS 05M 24 0500 1 0625 0 0625 0 0625 0 0625 0 0625 0 2A00002200 A325N A325N A325N A325N A325N A325N A325N 00 TS Sleeve DS 05M 32 0500 1 0625 0 0625 0 0625 0 0625 0 0625 0 2200002000 A325N A325N A325N A325N A32N A32N A325N 00 T6 Sleeve DS 05M 32 0500 1 0625 0 0625 0 0625 0 0625 0 0625 0 200 000-1 90 0 A325N A325N A325N A325N A325N A325N A325N 00 T7 Sleeve DS 05M 0 0500 2 0625 0 0000 0 0625 0 0625 0 0625 0 180 000-170 0 A325N A490N A325N A325N A325N A325N A325N 00 T8 Sleeve DS 0500 40 0500 3 0625 0 0625 0 0625 0 0625 0 0625 0 170000-1600 A325N A325N A325N A325N A325N A325N A325N 00 T9 Sleeve DS 05M 0 0500 3 0625 0 ONO 0 0625 0 0625 0 0625 0 160000-1500 A325N A325N A325N A325N A325N A325N A325N 00 T10 Sleeve DS 0500 40 0500 3 0625 0 0625 0 005 0 005 0 0625 0 150 000-140 0 A325N A325N A325N A325N A325N A325N A325N 00 T11 Sleeve DS 05M 48 0500 3 0625 0 0625 0 0625 0 0625 0 005W 2 140000-1200 A325N A325N A325N A325N A325N A325N A325N 00 T12 Sleeve DS 0625 0 0625 3 0625 0 0000 0 0625 0 0625 0 0625 0 1200001100 A325N A325N A325N A325N A325N A325N M25N 00 T13 Sleeve DS 0625 32 0625 3 0625 0 0625 0 00625 0 0625 0 0625 0 110000-1000 A325N A325N A325N A325N A325N A325N A325N 00 T14 Sleeve DS 0625 40 0625 3 0625 0 0625 0 0625 0 0625 0 0625 0 100.000A000 A325N A325N A325N A325N A325N A325N M25N 0 T15 Sleeve DS 0625 40 0625 2 0625 0 0625 0 005 0 0625 0 0625 0 80.WMOON A325N A325N A325N A325N A325N A325N A325N T16 Sleeve DS 0625 40 0625 2 0625 0 0625 0 0625 0 0625 0 0625 0 60.MOA0.ON A325N A325N A325N A325N A325N A325N A325N T17 Sleeve DS 0625 48 0625 2 0625 0 0625 0 0625 0 0625 0 0625 0 40000-20 ON A325N A325N M25N A325N A325N A325N A325N T18 Sleeve DS 0625 48 0625 2 0625 0 0625 0 0625 0 0625 0 0625 0 20ON0000 M25N A325N A325N A325N A325N A325N M25N Feed Line/Linear Appurtenances - Entered As Round Or Flat ai%XToWeT Joy Pape 3297015.01.01 - Grapevine 13 of 49 Tabb StraclpralEnginening Protect Dete 20:58:17 10/02/25 Avsan, TX client Designed by Phone. Branch Communication btabb FAX.' D cnpaan Face Allow Ekclvde Companmt Phw mere Face LR®al # # Clear Widrhor Perimeter Weigh r Shield From Type set Offset Per Spaang Dimnder Ieg Tongue Jt m (FYocFW) Rmv zn m m Ef Cdcv anon Safety Live C No No Ar(Ce ) 300.000- 6000 05 1 1 0375 0375 0000 3/8 00N Feedlive C No No AfbC ) 300.000- 20N -035 1 1 30N 3000 0008 Ladder(Af) 0000 31" C No No Ar(CaAa) In NO- 20N -03 2 2 0375 0375 0000 00N 7/8" C N0 No Ar(CaAa) 122N0- 2000 4)34 6 6 0875 0875 0000 00N 1" C NO No Ar(C2Aa) InNO2000 -036 2 2 1ON 10N 0001 00N 155"Hybrid A No No Ar(Ca ) 219 NO- 2000 -036 2 2 1550 1550 0002 00N 11/4" A No No Ar(Ca ) 275 NO- 2000 4)32 2 2 1560 15N 0000 00N 114" A No No Ar(CaAa) 267500- 20N -03 1 1 1560 1560 00N 00N Feed Line/Linear Appurtenances Section Areas T er'er T er Face Ar AF CIA, C14A Weight Section Elevmion In Face OatFace IT H' f17 IT, IN K T1 30000O280 No A dow ON 00000. N 0ON H ONO ONO 0000 ONO ONO C 0000 00N 10750 00N 0172 T2 280000,260 NO A 00N 0000 5850 00N 0017 a 0000 ONO ONO ONO ONO C 00N 00N 10750 0000 0172 T3 260000-240 N0 A 00N 00N 930 00N 0027 B 0000 00N 00N 00N 00N C 00N 00N 10750 ONO 0172 T4 24oD Md NO A 0.0N 00N 9360 00N 0027 H 00N 00N 0000 0000 00N C 00N ONO 10750 00N bin T5 nO 000 200 NO A 00N 00N 149N 00N 0095 H 0.0N 00N ONO 0000 00N C 0000 0.0N 10750 00N Oin T6 200.000-18o0N A ONO ooN 15560 ONO 0102 H ONO ONO 0000 ONO 0oN C 00N 00N 10750 00N 0172 T7 180000-170 NO A 0.0N ONO 7780 ONO 0051 H 00N 0.0N 00N 00N 0NO C 00N 0.0N 5375 00N 0086 TS 1700001160 N0 A 00N 0000 7780 00N 0051 a ONO ONO ooN 00N ONO C 0.0N ONO 5375 00N 0086 T9 1600N-150N0 A ONO 0.0N 7780 00N 0051 H 00N 0000 00N 00N 0ON C 0000 00N 5375 00N 0086 T10 15000O140 NO A 0000 ONO 7780. 00N 0051 H 0.0N ONO ONO 00N 00N C 0000 0.0N 5375 00N 0086 Tl] 140.000-120 NO A 00N 0.0N 15560 00N 0102 H 0000 0000 0000 ONO ONO C 0000 ONO 12350 00N 0180 !(l.M 1 QWer Job 3297015.01.01 - Grapevine Tabb StractwerfEngirieeriag Protect A.an, TX client Phow Branch Communication FAX.' T. T. Fe,. Ae Ar CAAA CAA Weight Section Elevmwn In Fore CotA e /p� R' R' R' (1' K T12 12G OOA 10 MG A �000 0000 ]il80 o.L00 0051 B ooao ooao GOOD ONO ONO C ONO GOOD 13 375 ONO 0124 T13 110000.100000 A ONO 0000 77M ONO 0051 B GOOD OODD oom ONO ONO C GOOD ONO 13 325 ONO 0124 T14 imON-8o No A 0000 0000 15560 ONO 0102 B ONO GOOD 0000 ONO 0ON C ONO 0000 26750 ONO 02" T15 80000fi NO A GOON ONO 15560 ONO 0102 B GOOD ONO 0000. ONO ONO C 0000 ONO 26950 ONO 02U T16 600004D_ON A ONO ONO 15560 ONO 0102 B 0.000 o000 GOOD ONO 0000 C DOW ONO 26750 0000 01" T17 40.000-20 000 A ONO 0.000 15 560 ONO 0102 B 0000 ONO ONO ONO 0ON C ONO 0NO 26950 ONO 0248 T18 2000OiDMO A ONO 0000 15560 0000 0102 B DOW ONO OON oom ONO C 0000 0000 26950 0000 0248 Pape 14 of 49 Date 20:58:17 10/02/25 Designed by btabb Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face It, Aa Ap CAn CAAA Weight Sedum EN,,it n or Atcb In Face O tF e It 1 fi ei lP IF 1P lP K Tl 300000280 NO A 1585 0000 ONO 0000 ONO 0NO B ONO 0000. ONO 0000 ONO C ONO 0000 23426 0ON 0410 T2 280000-260000 A 1573 ONO 0000 20654 0ON 0229 B 0000 0000 ONO 0000 ONO C ONO 0000 23336 ONO 0467 T3 260000-240 NO A 1561 ONO 0000 32114 0000 0364 B ONO OOW ONO 0ON ONO C 0000 0000 =9 0ON 0464 T4 240.000-220GOO A 1548 0000 0000 31973 0000 0360 B ONO OWD ONO ONO ONO C O.000 0000 23.136 ONO 04W T5 220000200 MG A 1534 ONO 0OW 52058 ONO 0615 B ONO 0000 0000 ONO ONO C 0000 0000 23024 0000 OA56 TO 2W 000-180 NO A 1519 ONO OWD 54036 ONO 0637 B 0.000 0000 0000 OOOO 0000 C 0000 0000 22901 0NO 0452 T9 180000-110 NO A 15M ONO 0000 26%8 0ON 0316 B 0000 0000 ONO OOOO DOW C ONO 000 11401 ONO 0225 T8 170W-160 NO A 1498 OOOO 0000 26830 0NO 0314 B 0.000 0000 ONO 0NO 0000 C 0000 ONO 11366 0000 0223 T9 160 000.150 GOO A 1488 0000 0000 26747 0000 0312 B ONO 0000 0000 ONO ONO C 0000 000D 11328 0000 0222 T10 150000.140 NO A 1478 0.000 0000 26660 0000 0310 B ONO ONO 0000 0000 ONO C ONO GOW 112 9 0000 0221 Tll 140.000-120 NO A 1462 ONO 0000 53 035 ONO 0 613 t=ToWer Job 3297015.01.01 - Grapevine Tabb Structural Engineering Project A.N 2X Client Phow Branch Communication FAX T I. A e Ice A. AF CAAA CAAA W ght Section Elevation Thirbeev In OutFace R � n ry' F/�ore 1 ob obao 0L OL 0XOW C row o000 28810 0000 05M T12 12G 000-110 NO A 1445 0000 0000 26360 ONO 0303 It 000o ao0o 0000 ONO ONO C 0000 0000 42777 ONO 0523 T13 110000.100 No A 1431 0000 0000 26244 ONO 03M H 0o00 o00 ONO 0ON ONO C 0000 0000 42592 0NO 0519 T14 IN ON80 No A 1410 Oom 0000 52.101 ONO 0591 H 0000 ONO ONO ONO ONO C 0000 0000 84568 ONO 1022 T15 so 000L0.ON A 1375 ONO 0000 51483 0ON 0576 s a000 0000 ONO 0NO ONO C 0000 0000 83583 ONO 0998 T16 60000-0 ON A 1129 0000 0000 50680 ONO 0558 B o000 0000 ONO 0ON ONO C 0o00 o00 82303 0ON 0967 T17 4000020000 A 1263 0000 0000 49512 0NO 0531 It oo00 0000 0000 ONO ONO C 0000 ONO 80442 ONO 0923 T18 20 Offl 0NO A 1.132 0000 0000 47198 0ON 0480 B 0.000 0000 ONO 0ON ONO C 0000 0000 76756 0NO 0838 Feed Line Center of Pressure Sec&OO Ele =m O C s CPI CPI CPI &e Ice H Tl 300006280.NO 1173 1800 0533 2595 T2 280000-2600M -0253 2314 -2854 4.106 T3 260000-240000 -1097 2639 4791 4745 T4 240000-220 NO -1105 2707 -5.151 5.169 T5 220 000-2M ON -2 743 3 537 -7 853 6 504 TO 200000-180 NO -2590 3620 -8301 6848 T7 INWO-170 ON -29% 3734 -8423 6969 T8 170 NO 160NO -2934 3707 -8446 7021 T9 160000-150 NO -2 751 3 490 -8.186 6 857 TIO 150 WO-M ON -2913 3701 -8531 7149 T11 MINIM" -2523 3869 -7515 7686 T12 120000-110 ON 0799 4864 0995 11009 T13 110 NO I0 ON 0819 4947 1039 11181 T14 100000-80 NO 0846 5065 1106 IIA10 TIS 80000-60000 1.146 6817 1521 14989 T16 6000010000 1120 6570 15% 14514 T17 N 000 20 ON 1265 7325 1 886 15 635 T18 20.WO-OWO 1245 7127 2143 15128 Shielding Factor Ka Pape 15 of 49 Date 20:58:17 10/02/25 Designed by btabb !(l.M l oWer Job Tabb StructuralEagjg eriag Protect Ausan, TX client Phow FAX.' Tower I FeaiLire Descr awn Sectiorz Record No 1P1 T 1 Safety Lw TI 2 Fce .Ladder T2 I Safety Lm. T2 2 Feedlwe Ladder T2 7 1 T2 8 1 T3 1 Saw, Lw T3 2 Feedlice ladder T3 7 1 T3 8 1 T4 1 Safetyiw T4 2 Feedlwe Ladder T4 7 1 T4 8 1 T5 1 Safety Lm, T5 2 Feedliae Ladder T5 6 155-H} T5 7 1 T5 8 1 T6 1 Safety L... T6 2 Fcedlweiadder To 6 155-H} To 7 1 T6 8 1 T7 1 Safety L... T7 2 Fcedlweiadder U 6 155" rid T7 7 1 T7 8 1 TS 1 Safety Lm TS 2 FceNweiadder 3297015.01.01 - Grapevine Branch Communication FeadL. E'a K zpnrentEl No ice Ice 28000- 06004 04956 30000 28000 - 0 woo 04956 30000 26000- 0woo 06000 28000 260.00- 06000 060M 28000 26000- 0woo 06000 27500 260 00 - 06000 06000 26750 240.00 - 0 woo 06000 26000 24000- 0woo 06000 26000 240.00- 06000 06" 26000 240 00 - 0woo 06000 26000 no 00- 06000 06000 24000 22000- 06000 06000 24000 2200o- O60oo 06000 24000 now- 06000 06" 24000 200.00- 06000 06" no 00 200 00 - 06000 06000 now 200 U0- 06000 06000 21800 200.00- 06000 06000 no 00 200.W- 06000 06" now 18000- 06000 060M 20000 18000- 0 woo 06000 20000 18000- 06000 06000 20000 18000- 06000 06000 20000 How- 0woo 06000 20000 17000- 06000 060M 18000 17000 - 0 woo 06000 18000 17000- 0woo 06000 18000 17000- 06000 060M 18000 17000- 0woo 06000 18000 16000- 06000 06000 17000 16000- 0woo 0ON Pape 16 of 49 Date 20:58:17 10/02/25 Designed by btabb !(l.M 1 QWer Job 3297015.01.01 - Grapevine Tabb StraclaralEagjg eriag Protect A.an, TX Client Phone: Branch Communication FAX.' Tower FeedL. Deanptian FIML. b'" K Secaorz Record No Sep tfil v No Ice Ice T 6 155" Hy 16000- 0004 06" 17000 T8 7 11/4" 16000- 0WOO 06000 17000 T8 8 11/4" 16000- Owoo 06000 17000 TO 1 Safely Lme 3/8 15000- 06000 060W 16000 TO 2 FOedlWO Ladda(A}) 15000- OWoo 06000 16000 TO 6 155"Hyb 15000- 06000 060W 16000 TO 7 11/4" 15000- 0WOO 06000 16000 TO 8 11/4" 15000- 0woo 06000 16000 T10 I Safety Lme 3/8 140.W- 06,000 06" 15000 TIO 2 FOedlmO Laddec(Af) 140 00 - OWoo 06000 15000 T10 6 155"Hyb 14000- 06000 06000 15000 T10 7 11/4" 140.DO- OWoo 06000 15000 TIo 8 11/4" 14000- 06000 06000 15000 Ill I Safety Lme 3/8 12000- 06,000 06" 14000 Ill 2 Feedlwe La (Af) 12000- 06000 06" MOO Tll 3 3/8" 12000- 06000 060W MOO Tll 4 1/8" 12000- OWoo 06000 12200 Tll 5 1" 12000- 0 W00 060W im 00 Ill 6 155"Hybrid 12000- 06,000 06" 14000 Ill 7 11/4" 12000- 06000 060M 14000 Ill 8 11/4" 12000- 0WOO 06000 1WOO T12 1 Safely Lme 3/8 11000- OWoo 06000 12000 T12 2 Feedbae Ladda(Af) 11000- 06000 060W 12000 T12 3 31" 11000- OWoo 06000 12000 T12 4 7/8" 11000- 06000 060M 12000 T12 5 1" 11000- 0WOO 06000 12000 T12 6 155^Hyb 11000- 0WOO 06000 12000 T12 7 11/4" 11000- 0 W00 060M 12000 T32 8 11/4" 11000- OWoo 06000 12000 T13 I &IAytme3B 10000- 06000 06000 11000 T13 2 Fee .Ladd (r 100.00- 0WOO 0WOO Pape 17 of 49 Date 20:58:17 10/02/25 O igned by btabb !(l.M l oWer Job Tabb StructuralEagigeniag Protect A.an, 2X client Pho e FAX.' Tower Fe Recorrd Section dNb No T13 3 T13 4 T13 5 T13 6 T13 7 T13 8 T14 1 T14 2 T14 3 T14 4 T14 5 T14 6 T14 7 T14 8 T15 1 T15 2 T15 3 T15 4 T15 5 T15 6 T15 7 M 8 T16 1 T16 2 T16 3 T16 4 T16 5 T16 6 T16 7 T16 8 T17 1 T17 2 T17 3 T17 4 T17 5 T17 6 T17 7 T17 8 T18 1 T18 2 T18 3 T18 4 T18 5 T18 6 T18 7 T18 8 3297015.01.01 - Grapevine Branch Communication Deaenptian FILL. Sepnrenr Elea 3184 100.00- 1100( 7/8" 1WW- 1100( 1" 00 MOD HOW 155"Hybrid MOo- 1100( 1 1/4" 10000- 1100( 1 1/4" MOO 1100( Safely Line3B 8000-1000( Fee OLadda(Af) 8000-1000( 3/8" 80 W-1000( 7/8" 80 W-1000( 1" 80 W-1000( 155" Hybrid 80 00 -1000( 1 1/4" 80 00 - 1000( 11/4" 80 W -1000( Safely Lme 3B ON-800( Feedlwe LaMd (AZ) ON -SOW 3/8" ON -SOW 7/8" 60.00-800( 1" ON -SOCK 155" Hybrid 60N - 80 0( 1 1/4" O N -80 M 1 1/4" 6ON - 80 0( Safely Lme 3B 40_W-600( Feedliae LON,(A) MN-600( 3/8" 4ON -60 0( 7/8" MN-60M 1" 4ON-WO( 155"Hybrid 49_W-600( 11/4" 4ON. NO( 1 1/4" 4ON -60 0( SNAylme 3/8 20N-400( Feedlioe Ladder(Af) 20 N-40 0( 3/8" 20 W -40 0( 7/8" 20 N. 400( 1" 20N-400( 155"Hybrid 2ON-40M 1 1/4" 2O N -40 0( 1 1/4" 20 W -40 0( Safely Line 3/8 0 N -200( Feedliae Ladder (Al) 0_N - 20 0( 3/8" 0 N-200( 7/8" 0 N-200( 1" ON-200( 155"Hybrid 0 N-200( 1 1/4" O.N -200( 1 1/4" 0 N - 200( La No ice ONO4 0 WOO 0 Woo OWN 0 Woo OWN O WOO 0000 ONO OWN OWN 0 WOO 0woo OWN OWN OWN OWN 0 Woo OWN OWN OWN OWN OWN 0 Woo OWN OWN OWN OWN OWN OWN OWN OWN OWN OWN 0 WOO OWN OWN OWN OWN 0 WOO 0 Woo OWN OWN OWN 0 WOO 0000 Ice 06" 060N 060N 060W 06000 O NN 06ON 06000 06" O NN 06" 0NO 06000 06" O NN 06" 0ON 06000 060N O NN 06" 0ON 06" 060N O NN 06" 0ON 06" 060W O NN 06" 0ON 06" 06ON 060N 06" 0ON 06" 06ON 060N 06000 0ON 06" 060N 060N 06000 Discrete Tower Loads Pape 18 of 49 Date 20:58:17 10/02/25 Designed by btabb Joy O"TQwer Tabb StracrpralEagineeriag Protect A.an, TX client Fhow FAX.' De Crown Face Offet 01 Type �9 secs: a e a( verr R f R 3297015.01.01 - Grapevine Branch Communication A,.Ni Placement Adjustment h CAf From X CylA Side X Pape 19 of 49 Dete 20:58:17 10/02/25 Designed by btabb Weight x LfghNwg Rod SiB"x4' C From Leg 0000 300.000 NO IIe 06" 0250 0034 ONO 0.000 12"Ice 0973 0973 0.034 2000 F'Ice 09'I3 0973 0039 T'Ice 0050 Flash Beac®L_Wmg B From Leg ONOONO 0000 300.000 NO Ice 27M 27M 0070 11" Ice 31W 3100 3 100 3IN ONO 0000 F"Ice how 0130 2o1 43M 43M 43% 0130 Suite Light A From Leg lowONO 0000 150000 NO Ice 07W 0.790 0039 1l" Ice 1040 1320 1320 0053 0000 ONO 1"Ice 1980 19M 0053 2"Ice 1980 t980 0090 Side Light B Fmm Leg low 0000 150 NO No Ice 0790 07% 0029 0000 1211Ice 1040 1040 0039 ONO 1"Ice 1320 1320 0053 2"Ice 1980 19M 0090 Side Light C From Leg low O.OW 150 No NO Ice 0790 07% 0029 0000 12" Ice 1040 1040 0039. ONO 1"Ice 1320 1320 0053 2"1ce 19M 1980 00% (2)IABBL5B.E V3 w/ A From Leg 40M 0000 122000 NO Ice 9351 7646 0089 MP 0000 12"Ice 9921 8833 0166 0000 1"Ice 10455 9734 0250 T'Ice 11547 11562 04U (2)IAB11L56-R3B-V3 w/ B From Leg 40W ONO 122000 NO Ice 9351 7b46 0089 MP GOOD 12"Ice 9921 8833 0166 0000 ill Ice 10455 9734 0150 2"Ice 11547 11562 0448 (2)]AB11L58-RtB-V3 w/ C From Leg 40M 0000 im NO No Ice 9351 7b46 0089 MP ONO 1/2"Ice 9921 8833 0166 GOOD 1111ce 10455 9734 0150 2"1ce 11547 11562 0448 ABi6449 B77D A From Leg 4000 ONO 1P2000 NO Ice 4351 2388 Otto ONO 12"Ice 4617 2ON 0133 -2 ON 1"Ice 4891 2819 0171 2" Ice 5 459 3 279 0257 ABi 9B7D B From Leg 4000 ONO 122 NO No Ice 4351 2388 0100 0000 12"Ice 4617 26M 0133 -2 ON 1"Ice 4891 2819 0171 2"1ce 5459 3279 0257 ABi6449 1177D C From Leg 4000 ONO MO(S) No Ice 4351 2388 O1w 0000 12"Ice 4617 26M 0133 -2000 1"Ice 4S91 2819 0171 2"Ice 5A59 3279 0257 NN114-658ISILI W SIP A Fmm Leg 4000 0000 122 NO No ice 12509 7A13 0109 ONO 12"Ice 13_108 9598 0200 ONO 1"Ice 13672 94% 02W 2"h:e 14.822 11329 0526 NN114-65B-R6114 w/MP B Fmm Leg 4000 low im NO No Ice 12509 7A13 0109 ONO 12" Ice 13 108 8 598 0200 ONO 1"Ice 13672 9A% 0299 2" Ice 14 822 11328 0526 NN114-65B-R6114 w/MP C From Leg 40W ONO 122000 NO Ice 12509 7A13 0109 ONO 12".Ice 13.108 8598 0200 ONO 1" Ice 13.672 9 A96 0299 T Ice 14 822 11328 0 526 O"TQwer Joy Pape 3297015.01.01 - Grapevine 20 of 49 Tabb StraclpralEngineniag Protect D ete 20 2058:17 10/02/25 Ausan 2X client Designed by Fhow Branch Communication btabb FAX.' De Crown Face or �9 Offet Type Wets: a retenat vent R f R Aznmu[h Adjustment Placement h CAe From X eyiA Side X Weight x AIli6419 H77G A Fmm Leg 4000 0000 122.000 Na Iee 4617 2388 0133 12"Ice 46ll 2819 0171 20W 2000 F'Ice 0157 T'Ice 5459 5459 3279 0257 ABi6419 H77G B From Leg 0000 ]22.000 No Ice 4617 2388 2388 0133 ONO 12"Ice 4891 2819 0171 20M 2000 F"Ice 0171 2O 5 459 5459 3279 0257 ABi6419 B7]G C Fmm Leg 40WONO ONO 122.000 k NO Ice 4617 2 388 2388 0133 11" Ice 4891 2819 0171 20W 2000 1"Ice 4891 0157 2" Ice 5 459 3 279 3279 0257 4478B14 A Fmm Leg 40W 0000 122 NO NO Ice 2021 1246 0059 ONO 12"Ice 21W 13% 0077 ONO 1"Ice 2386 1554 0097 2"Ice 2780 1891 0147 4478 B14 B From Leg 40M 0000 122000 NO Ice 2021 1246 0059 0000 12"Ice 2100 13% 0077 ONO 1"Ice 2386 1554 0097 2"Ice 27M 1891 0 147 4478 B14 C From Leg 40W 0000 MOM NO Ice 2021 1246 0059 0000 12"Ice 21M 13% 0077 0000 ill Ice 2386 1554 0097 2" Ice 2 780 1891 0147 RRUS 4478 B5 A From Leg 4000 0000 MNO NO Ice 1843 1059 0060 ONO 1/2"Ice 2012 1.197 0076 0000 Plee 2190 1342 0094 2" lee 2566 1656 0.140 H 11S 4478 B5 B From Leg 4000 ONO MNO No Ice 1843 1059 0060 ONO 1/2"Ice 2012 1197 00076 0OW Plee 21W 1342 0094 2" Ice 2 566 1656 a 140 R IIS 4479 B5 C From Leg 4000 ONO 122 NO No Ice IM3 1059 0OW 0000 12"Ice 2012 11W 0076 0.000 1"Ice 2190 1342 0OW 2" lee 2566 1656 0140 4478 B12A A From Leg 40M 0000 122000 NO Ice 2010 1185 0057 0000 12"lee 2188 1333 0074 0000 1"Ice 2374 1488 0094 2" lee 2767 1820 0143 4178 MIA B Fmm Leg 40W ONO 122000 No ice 2010 1185 0057 ONO 12" ]ce 2188 1333 0 074 0000 I" Ice 2374 1488 0 094 2"Ice 270 1820 0.143 4478 B12A C From Leg 4000 0000 im WO NO Ice 2010 1185 0057 0000 12"Ice 2188 1333 0074 ONO 1"Ice 2374 1488 0094 2" Ice 276/ 1820 0143 HRUS32B30 A Fr.Ieg 4000 ONO 122000 NOIce 2692 1513 OOW 0000 12"Ice 2912 1756 0080 0000 1"Ice 3.138 1945 0104 2" Ice 3 614 2346 0161 BRUS32B30 B F.Leg 4000 0000 MOM No Ice 2692 1573 000 ONO 1/2"Ice 2912 1.756 0080 0000 1"Ice 3139 1945 0.IN 2" Ice 3 614 2346 0161 RRUS 32 B30 C Fmm Leg 40W ONO MOM No Ice 2692 1573 000 O"TQwer Joy Pape 3297015.01.01 - Grapevine 21 of 49 Tabb StracruralEnginening Protect Dete 20:58:17 10/02/25 A.an, TX client Designed by Fhow Branch Communication btabb FAX.' Descrvwn Face Offet Wea: AnmuM Placement Csde CylA Weight or Type a Adjustment From Side Leg Torero( vent R h X X x f R 0000 12"Ice 2939 1945 0080 0000 F"Ice 3614 0161 2"Ice 234 0075 4890 B25B66 A Fmm Leg 4000 0000 122000 Na Ice 240 2180 1053 1193 0093 0000 1/2"Ice 2468 1.343 0113 OD00 1"Ice 1665 0.1" 2" Ice 3077 3 077 1053 0075 4890 B25B66 B From Leg 4000 0000 122000 Na ice 2A68 1193 0093 0000 1/'2"Ice 2468 1343 0113 0000 1"Ice 1665 01" Z"Ice 3077 1053 0.075 4890 B25566 C From Leg 4000 0000 122000 Na Ice 2180 24" 1193 0093 0000 11" Ice 2468 1343 0113 0000 1"Ice 1665 0113 e 2O 3077 3 000 1b65 0164 IJC6-0Sb00-18-SE A From Leg 4000 0000 132.000 I Na Ice 0000 OND 0000 ONO 12"Ice 0000 0.om000 0000 0000 ill Ice 0000 0000 0.000 T'Ice ONO2737 ONO2737 0026 IlC6A8L0-18-8C A From Leg 4000 0000 122.000 Na Ice 2963 2963 0052 1/2"Ice 0082 GONONO 0000 P"Ice 31% 3684 31% 3.196 0152 2"Ice 3737 2737 0.026 IJC6ASL0-18-SC B From Leg 4000 0000 122.000 Na Ile 2939 2963 0052 0000 1/2"Ice 0082 OD00 1"Ice 3196 3684 31% 3.19fi 03152 2"Ice 3736 0152 DCbA8L0-18�C-EV A From Leg 4000 0000 122000 No Ice 2936 2736 2936 0052 0000 1 11" Ice 0082 0000 F' Ice 3195 3 3195 3 0152 2" Ica 3 683 683 683 3124 VFA12-}B) C Nove 0000 122000 No lee 1974 1 12" Ice 47570 47570 2412 1"Ice 63 892 63 890 3 045 3045 2"Ice %892 %892 (2)ll'z258Fd MP A Frtmm Lag 4000 0000 122000 Na ice 3163 3163 00" 0087 0000 12"Ice 4295 4295 4295 4295 0117 0000 1"Ice 0200 2"Ice 7039 3163 7039 00" (2)]1'x25 SFd MP B From Lag 4000 0000 in ON 3195 3163 00087 0000 1OIca 1/2" Ice 4295 4295 4295 0117 0000 1"Ice 0117 2"Ice 7039 3039. 7039 0200 (2)11'x258Fd MP C Fmm Leg 4000 OD00 }22000 Na Ice 3163 4295 0087 0000 12"Ice 4295 4295 4295 0117 0000 1"Ice 5 4*47039 0117 2"Ice 7039 7039 Z039 0200 FF 65C-R3-VI wI MP A From Leg 4000 -60000 218000 No Ice 2130 11457 0183 40W 12"lee 22117 129M 0326 0000 ill re, 22883 14539 0479 T'Ice 24349 16898 0823 FFVV-65GFU Vlw/MP B From Leg 4000 -60000 218000 No Ice 21360 11457 0183 40W 1/2"Ice 22117 1298fi 03M 0000 1"Ice 22883 14539 0479 2"Ice 24349 16898 0823 F 65GR3-V1w/MP C Fmm Leg 40W -60000 218000 No Ice 213W 11457 0183 a/% ToJob Page 3297015.01.01 - Grapevine 22 of 49 Tabb StrucluralEng1werb`g Project Date 20:58:17 10/02/25 A.an, TX client Designed by Fhow Branch Communication btabb FAX De Crown Face Offet Wea: Anmuth Placement CAA CAA Weight or Type a Adjustment From Side 19 Torero( vent f fr K ft R 4000 12"Ice P2117 12986 0326 0000 1"Ice P 883 14539 OA79 2" lee 24349 16898 0823 ABHC A Fmm Leg 4000 -60000 218 NO NO Ice 6830 2156 0099 low 12" Ice 7165 2 397 0139 ONO 1"Ice 7507 2646 0.184 2"Ice 8214 3164 0287 ABHC B From Leg 40W -60 No 218 ON No ice 6830 2156 0099 low 1211Ice 7165 2397 0139 ONO 1" Ice 7 507 2 646 0184 2"Ice 8114 3164 0287 ABHC C From Leg 4000 -60000 219 No NO Ice 6830 2156 0099 low 12"Ice 7165 2397 0139 ONO 1"Ice 7507 2646 0184 2"1ce 8214 3.164 0287 AHLOA A From Leg low L0000 218 ON No Ice 2229 1391 0084 0000 12"Ice 2422 1552 0102 0000 1"1ce 2623 1_720 0123 T'Ice 3048 2OK 0175 AHLOA B From Leg 4000 fi0000 218 ON No Ice 2229 1391 0084 ONO 1/2"Ice 2422 1552 0.102 0000 1"Ice 2623 1720 aM 2"Ice 3048 2092 0175 AHLOA C From Leg 4000 -60000 218 NO Na Ice 2229 1391 0084 ONO l&Ice 2422 1552 0102 ONO 1"Ice 2623 1.720 0.123 2" Ice 3 048 20K 0175 AHFIG A From Leg 40W L0000 218 NO No Ice 2877 1392 0071 0000 12"Ice 3103 1573 00% 0000 1"Ice 3336 1761 0114 2"Ice 3825 2158 0.170 AHFIG B From Leg 40W L0000 218 No NO Ice 2877 1392 0071 0000 12"Ice 3103 15/3 00% 0000 1"Ice 3336 1761 0114 2" Ice 3 825 2158 0170 A IG C From Leg 4000 -60 No 218 ON No ice 2877 1392 0071 0000 12"lee 3103 15/3 0090 0000 1"1ce 3336 1761 0114 2"Ice 3825 2159 0170 HCS2 A From Leg 40M -60000 219 NO NO Ice 0944 0699 0001 0000 12"Ice 1078 OM7 0010 ONO 1"Ice 1121 0944 0020 2"Ice 1527 1218 0047 HCS2 B From Leg 4000 -60000 218000 No Ice 0944 0699 0001 0000 VT. lee 1078 0817 0010 ONO PkO 1221 0944 0020 T"Ice 1527 1218 0047 WA12-HD C No. ONO 218 No No Ice 31248 31248 1974 12" Ice 47 570 47 570 2 412 1" Ice 63 892 63 892 3 045 2" lee 96.536 96.536 3726 (3)8'z25 WW A From Leg 4000 -60000 218 NO NO Ice 23W 23M 0046 ONO 12" Ice 3132 3 132 0063 ONO 1"Ica 3620 3620 0085 2"Ice 4620 4620 0147 (3)8'x 25 Sol B From Leg 4000 -60 No 218 ON No ice 23W 23M 0046 ONO 12"lee 3132 3132 0063 ai%XToWeT Joy Pape 3297015.01.01 - Grapevine 23 of 49 Tabb StracrpralEngiaeniag Project � 20ete 58:17 10/02/25 20 A.an, TX client Designed by Fhow Branch Communication btabb FAX.' Descrvwn Face or Leg Offet Type Wets: a Torero( vent f ft R Aznmu[h Adjustment Placement fr CAe From cyiA Side Weight K 0000 1" Ice 3620 0085 2" he 620 4620 0147 (3)8'x25Sid MP C From Leg 40W L0000 218000 Na ice 23W 23M 0046 0000 12' he 3132 3620 3132 3620 0085 0000 1" he 0147 2"Ica 4620 4620 4620 4520 0.147 SP71J14PP1ZDw/MP B From Leg 20W OOW 275000 No ice 7426 8938 0073 00W 1l'Ice 8116 10450 0141 0000 1" he 8916 11986 0217 2"Ice 10151 14313 04M SP7U14PPF'K D W/W C From Leg 2OW 00W 275000 Na Ice 7AM 8938 0073 0000 12- he 8116 10450 0141 0000 1"Ice 8816 11986 0217 2"1ce 10.151 14313 04N BCD-87010 C From Leg 60W 00W 267500 Na Ice 2903 2903 0027 0000 12" he 4050 4 050 0049 5000 1"Ice 5213 5213 0077 T'1ce 7015 7015 0156 Side Arm Mumrt[SO 602-1] C From Leg 30W 0000 2675W Na Ice 2580 10830 0146 0000 12' he 33W 13.160 0221 0000 1" Ice 4180 15 840 0314 2" he 57W 22980 0549 come. No. t Dead Only 2 12 Dead l 0 Wwd 0 deg -Nolte 3 12DI1 OW (pall®1) 0 deg -No he 4 12D 1 OW(pattaa 2) 0 deg -Nohe 5 12DF1 OW (pattern 3)0 deg -No he 6 12D 1 OW (red. 4) 0 deg -No he 7 09 Dead+l O Wiad O deg -Nolte 8 12 Dead l 0 Wwd 30 deg -No he 9 12D 1 OW (pa4em I) 30 deg -No Ice 10 12D 1 OW (pattern 2) 30 deg -No Ice 11 12D 1 OW(pattem3) 30 deg -Nolte 12 12DH OW (pattern 4) 30 deg -NO he 13 09 Deadl 0 Wwd 30 deg -No he 14 12 Dead l 0 Wuxi 60 deg -No he 15 12 l OW (pallem 1) 60 deg -No he 16 12D 1 OW (pattem2) 60 deg -No he 17 12DH OW (pa 3)60 deg-Nc he 18 12DF1 OW (pattern 4) 60 deg -No he 19 09 Deedl O Wuxi 60 deg -No he 20 12 Deadtl0 Wind 90 deg -No he 21 12Dl1 OW (pattern 1)90 deg -Nolte 22 12D1OW(pa 2)90de, -No he Load Combinations Descrenon !(FLU! paver Job Tabb StrueluralEngiaeering Project Ausan, TX client Phow FAX Comb. 24 12D+1 OW (pattern 4) 90 deg -No Ice 25 09 Dead+l O Wind N deg -NO lee 26 12 Drad+l O Wind 120 deg -No lee 27 12D+1 OW (pattern 1)120 deg -No lee 28 12D+lOW (pattern 2)120 deg -No lee 29 12D+1OW(pa 3)120de, -Nulee 30 12DH OW (pallan 4)120 deg-Nolee 31 0 9 Dead+10 Wmd 120 deg -No Ice 32 12 Dead l 0 Wiod 150 deg -No lee 33 12D+1 OW (pattern 1)150 deg -No lee 34 12D 1 OW (pattern 2) 150 deg-Nulee 35 12D+1 OW (patlan 3) 150 deg-Nolee 36 12L 1OW(pa 4)150 deg -No lee 37 09 Dead-1 O Wind 150 deg -No lee 38 12 Dead+10 Wmd 180 deg -No Ice 39 12D+1 OW (patt® 1) 180 deg-Nolee 40 12D+1 OW (pailan2) ISOde, -Nolee 41 12D+1 OW (pattern 3) 180 deg -Nolee 42 12D+1 OW (patt® 4)180 deg -No lee 43 09 Dead+l O Wmd 180 deg -No Ice 44 12Dead+l0 Ww 210 deg -No Ice 45 12D+1 OW(,ffi 1)210 deg -NO lee 46 12D+1 OW (patlem2) 210 deg -Nolee 47 12D+1 OW (pad.3)210 deg -No lee 48 12D+1 OW (pattern 4)210 deg -No lee 49 09Dw l0 Wmd 210 deg -No Ice 50 12 Dead+10 Wmd 24o deg -No Ice 51 12D+1 OW (pattern 1) 240 deg -No lee 52 12D+1 OW (p&.2)240 deg -No lee 53 12D+1OW(patt 3)24ode, -Nolee 54 12D+1 OW (pattern 4)240 deg -NO Ice 55 09 Dead+l O Wmd 24o deg -No lee 56 12 Dead+10 Wind 270 deg -No Ice 57 12D+1 OW (pattern 1)270 deg -NO lee 58 12D+1 OW (pattern 2)270 deg-Nolee 59 12D+1 OW (pattern 3)270 deg -NO Ice 60 12D+1 OW (pattern 4)270 deg -No lee 61 0 9 Dead+10 Wind 270 deg -No Ice 62 12 Dead+1 0 Ww 3W deg -No Ice 63 12D+1 OW (pattern 1) 300 deg -No lee 64 12D+1OW(pffi 2)3Wdeg-Nolee 65 12D+1 OW(pffi 3)300 deg -No lee 66 12D+1 OW (pattern 4) 300 deg -No lee 67 09 Dead+l O Wind 3W deg -No lce 68 12 Dead+10 Wind 330 deg -No Ice 69 12D+1 OW (pa 1)330 deg -No Ice 70 12D+1 OW (pffileen2) 330 deg-Nolee 71 12D+1 OW (pattern 3) 330 deg -No lee 72 12D+1 OW (pattern 4)330 deg -No lee 73 09 Dead+l O Wind 330 deg -No lee 74 12 Drad+l 0lee+10 T®p 75 12 Dead+l O Wu 0 deg+l 01ce1-1.0 Tamp 76 12 Dead+10 Wind 30 deg 10 Iee+10 Temp 77 12 Dead+10 Wind 60 deg+] O I l 0 Temp 78 12 Dead+10 Wind W deg+101 l 0 Temp 79 12 Drad+10 Wind 120 deg+l O Ice+10 Temp 80 12 Dead+10 Wi 150 deg+l O Ice+10 Temp 81 12 Dead+10 Ww 180 deg+l O Iee+10 Temp 82 12 Dead+10 Wind 210 deg+l 0lee+10 Temp 83 12 Dead+10 WuA 240 deg+l O Ice+10 Temp 84 12 Drad+10 Wind 270 deg+l 0 Ice+10 Temp 3297015.01.01 - Grapevine Branch Communication Descnpaon Page 24 of 49 Date 20:58:17 10/02/25 Designed by btabb #77xTPW@P Job 3297015.01.01 - Grapevine Page 25 of 49 Tubb Structural Engineering Project Austin, 7X Client Fhom: FAX. Comb. No. 85 12 Dead+l0 Ww I3W deg+I OIce+l(Temp 86 12 Dead+l 0 Wind 330 d1+10 Ic 10Temp 87 D,od+Wwf 0 deg -Service 88 Dead+Wwd 30 deg - Service 89 Dead+Wif60 deg - Service 90 Dod+Wwd 90 deg -Service 91 Dead+Wiod 120 deg-Semce 92 Dead+Wwl 150 deg-Semce 93 Dead+Wwd 180 deg- Service 94 Dead+Wif210 deg-Semce 95 Dead+Wwd zoo deg -service 96 Deed+Wwl 270 deg-Semce 97 Dod+Wiod IN deg-Semce 98 Dead+Wmd 330 deg -Service Branch Communication Descnpnon Maximum Member Forces Date 20:58:17 10/02/25 Designed by btabb Section Ele". Cmgonmt Cw&Wn Axwl b&go, Azts bS.,A h 7ype Lod abmmt as meat . comb x xPft kia-R TS DOMOLag MmcT.. 43 251 0002 0.012 Max Compression 26 -3926 -0007 -0036 Mae_Mx 36 -0465 -0034 -0002 Mac. My 26 -3 926 -0 007 41036 Mac vy 52 -0027 0033 0013 Max Vx 2 0031 0002 -0036 Diagonal Mmc Teosson 56 0476 0000 0000 Mac Compas Nn 50 -0521 0000 0000 Max Mx 81 0010 0009 -0W1 Max. My 83 0012 0009 0001 Max vy 82 0015 0009 0001 Max Vx 83 -0001 0000 0000 Top Gut Max Tension 7 0015 0000 0000 Mac Compassion 38 -0022 0000 0000 Max. Mx 75 -0013 -0016 0000 Mac. My 80 -0016 0000 ONO Mac vy 75 0018 0000 0000 Mac Vx 80 -0 ON 0000 0000 T2 280-260 Leg Max T.. 43 9451 A054 0082 Mac Comp.. 50 -13 023 0 W6 -own M� Mx 68 -1297 -0309 0011 Max My 26 -7574 -0060 -0 IN M vy 50 0255 0021 0028 Max Vx 7 4)178 -0011 0 032 Dw,wA Max Too. 26 1472 0000 0000 Mac Compassion 26 -1635 0000 0000 Max Mx 82 0065 0017 0002 M My 79 -0015 0015 -0002 Max vy 82 0020 0017 00M Max vx 79 -owl 0000 0.000 Top not Max Tension 14 0058 0000 0000 Mac Compassion 55 -0048 0000 0000 Max_Mx 75 0023 -0034 0000 Max. My 80 0027 0000 0001 Mac vy 75 0027 0000 0000 Max Vx 80 -0001 0000 0000 T3 260-240 Leg MaxToo. 43 1924 0001 0044 Mac Compassum 26 25784 -0030 -0170 Max. Mx 26 9 874 A156 0 076 ai%XToWeT Job Pape 3297015.01.01 - Grapevine 26 of 49 Project Date Tabb StracrpralEagiaeniag 20:58:17 10/02/25 Avsan, TX client Designed by phone. Branch Communication btabb FAX.' Section Sle n Component Cordiaan Gov. Aziol bbjor Az%s lZvmrAz%s No. ft 7Ype LoM A6bhyy..�mnent bb'.1meent Comb. H1'Il Mac. My -25389 001� -0 Max Vy 34 0061 -0121 0007 Mac Vx 2 0071 0013 -0171 Diag®e1 M Tension 26 1767 0000 00M Max Compassi® 26 -1906 0000 00M Mac. Mx 82 0110 0027 0003 Mac. My 79 0012 0025 -0003 Mac Vy 82 0027 0027 0003 Mac Vx 83 0001 0000 0000 Top CM Max Tension 38 0133 00M 00M Max Compass. 31 -0123 0000 0000 Mac. Mx 75 0036 -0059 00M Mmc_My 80 0023 00M 0001 Max Vy 75 -0035 0000 00M Max Vx 80 -0001 00M 00M T4 240-220 Lag M T.. 43 N453 0011 -0006 Mac comma.,. 26 -39 5M 0053 -0 625 Mmc_Mx 36 -2883 -0502 0023 Mmc_My 42 28829 -0061 0651 Max Vy 52 -0113 04% 0349 Max Vx 7 0162 0055 -0632 Ihag® Max Tension 26 2409. 0000 00M Max comp .. 26 -2596 0ON 00M Mac_Mz 82 0089 0052 0006 Max. My 79 -0020 0047 -0.006 Max Vy 82 0042 0052 0.006 Max V. M 0002 0000 0000 Top CM M Tension 40 0274 00M 00M Max Compmsssm 31 -0248 0000 0000 Max. Mx 75 0077 -0109 00M Mac. My 80 0086 0000 0003 Max Vy 75 0052 0000 0000 Maxvx 80 -0001 0000 00M T5 220-200 Leg M Tev. 43 44.129 0012 0.on Max Comp m. 26 fil 050 -0009 -0255 Mmc Mx 8 4715 0912 0.032 Max My 14 316M -0064 -0862 Max Vy 10 -0 722 -0 500 0 024 Max V. 62 0 773 -0 053 0 650 Ihag®al Max Tenmon 2 3737 0000 00M Mac Compasstm 6 -3874 0000 0.0M Mac Mx 82 0230 0066 0007 Mas_My 79 -0020 0062 -0008 Mac Vy 82 0049 0066 0007 Max Vx 82 -0002 00M 00M T.,uut MmcT.. 32 0163 0ON 0.0M Mac cow .. 31 -01" 0000 0000 Mac_Mx 75 0119 -0152 0000 M My 80 0115 0000 0004 Max Vy 75 0061 0000 00M Mac Vx 80 -0001 00M 00M T6 200-180 Leg Max Tension 43 60973 -0057 0455 Max Compassion 26 -81890 0012 L282 Mac. Mx 2 28334 0674 0307 Mac my 62 52780 0047 0461 M x Vy 2 0254 0674 0308 Max Vx 62 0197 0047 0.461 Uag®al MaxTev. 2 4372 00M 0.0M Max Compassum 2 -5030 00M 0000 Mac. Mx 82 0.119 0107 0 012 Mm�My 79 0021 0107 -0012 O"TQwer Job Pape 3297015.01.01 - Grapevine 27 of 49 Tabb StracrpralEagiaeniag Protect D ete 20 2058:17 10/02/25 Avsan, 2X client O ipned by phone: Branch Communication btabb FAX.' Section Ele n Component cordman Gov. Aziol Abjor Azes .4LvmrAz%s No. ft Type Load AbFryment IU,meent C82b V. Mac Vy 0071 0012 Max V. 79 0003 0000 0000 Top Gut Mac T.. 32 0623 0000 0000 Max Compmsscon 30 -0341 0000 0000 Mac_Mx 75 0158 -0261 0000 Mac. My 80 0204 0000 0007 Max Vy 75 00% 0000 0000 Mac Vx 80 0002 0000 0000 T7 180-170 Leg Mac Tension 43 63375 0105 -0438 MaxCom .non 26 -97126 -00068 -1237 Mac. Mx 62 -0 126 0715 -0376 Mac. My 2 -96569 oo 9 -1243 Mac Vy 62 -0285 0715 -0376 Mac Vx 2 0460 0079 -1243 ITagonal Max T.. 58 9489 0000 0000 Secondary Max T.. 67 0141 0000 0.000 Ho=nUl Max compression 56 -0358 0000 0000 Mac_Mx 75 0003 -0513 0000 Max. My 80 -0041 0000 0012 Max Vy 75 0148 0000 0.000 Max V. 80 -0003 0000 0000 Top Gut Mac T.. 77 0198 0000 0 000 Max Compresscon 61 -3104 0000 0000 Max. Mx 75 0181 A 377 0 000 Mac. My 80 -0047 0000 0.009 Max Vy 75 0112 0000 0000 Max Vx 80 0003 0000 0000 T8 170-160 Leg Max T.. 43 71697 0030 -0471 Mat Coc .non 26 -108519 -0080 -1739 Mac Mx 62 -51450 0 878 0532 Mac My 2 -107924 0091 -174 Max Vy 62 -0263 0 878 0532 Mac V. 2 0576 0091 -17U 0.Tagonal Max T.. 56 10091 0000 0000 Secondary Mac T.. 67 0203 0000 0.000 Ho oNa Max Compasscw 56 -0 0000 Mac. Mx 75 0016 16 -0572 572 0 000 Mac. My 80 0061 0000 0013 Max Vy 75 0156 0000 0000 Max V. 80 -0 ON 0000 0000 Top Gut Mac Tension 1 0000 0000 0000 Mac Compressmy 2 -7750 0000 0000 Mac. Mx 75 0079 -0542 0000 Mac_My 80 -0808 0000 0013 Max Vy 75 0152 0000 0000 Max Vx 80 -0004 0000 0000 T9 160-150 Leg M T.. 43 80184 0061 -0803 Mac Compreaecon 26 -120325 -0 051 -2 280 Mac_Mx 2 40.775 -1045 -0825 Max_My 2 -119689 0059 2287 M vy 62 0413 0878 -0532 Mac V. 2 0936 0059 -2287 4hngonal M Tenaon 56 10746 0000 0000 Secondary Mac T.. 67 0299 0000 0000 Hmibntal Max compassion 56 -0988 0000 0000 Mac. Mx 75 0029 -0635 0000 Max. My 80 -0 l00 0000 0 015 Mac Vy 75 01" 0000 0000 !(FLU! paver Job Tabb StrucluralEng1wering Project Ausan, TX client Phor FAX section Flevmian eomponenr No. Jt Type Top CM T10 150-140 Leg lh,g 8.da ll.. al Top Get Tll 140-120 Lag Diagoval llnrimNal 8ecovdary HorizoNal Top Get T12 120-110 Leg Ua8®a] 8ec®dary 3297015.01.01 - Grapevine Branch Communication Coalman Max V. Max Tenmon Max Compasei Max_Mx Ma _My Max Vy M xVx Mm T.. Max Compa�sm M x. Mx M My M xVy Max Vx Mmc Tev . M�Tevaiov Max Compass Mmc Mx sw Max My Max Vy Max Vx Mmc Tension Max Compassi Max_Mx Max. My Max Vy Mx V. M Tension Max Compas8s® Max. Mx Max. My Max Vy Max Vx M Tenmon Mmc Tevsiov Mac Compas8sm Max Mx Max My Max Vy Max Mmc Teovsov Max Compassi Max. Mx Max. My Max Vy Mx V. Mmc Tension Max Compassum Max. Mx Mm _ My Max Vy Max Vx M�Tevssov Mac Compass Mmc Mx sw Max My Max Vy Max Vx Mm Tenmon Mm T.. Gov. LoM Comb. 80 1 2 75 80 75 80 43 26 38 2 62 2 56 56 79 80 75 80 1 2 75 80 75 80 43 26 38 2 2 2 56 5 Aziol Abjor Azes .4L Abhy�nment ment%s bbment -0004 000 0000 000 000 0000 -8154 000 0000 -0106 -0603 0000 -0846 000 0014 -010 000 0000 -0004 000 0000 88 820 0159 -1821 -132089 -0171 3526 L240 -1.785 -1.165 -131411 0189 -3 537 -0547 1782 -1142 1219 0189 -3 537 11024 000 0000 0367 000 0000 -1252 000 0000 0040 -0700 0000 -0.124 000 0016 0.172 000 0000 -0004 000 0.00 000 000 0000 -8187 000 000 -0.144 -0666 000 -0863 000 0016 01" 000 0.00 -0004 000 000 106202 0142 -1823 -159966 -0155 4059 -75 892 2822 -1410 -158237 0159 4068 1299 -2 822 -1416 1 900 0159 4 064 12507 000 0.000 000 000 000 -9426 000 0.00 -0143 -0 803 0000 -0975 000 0019 0184 000 000 -0004 000 000 0439 000 000 -1449 000 000 -0017 1217 0.00 -0175 000 -0028 -0272 000 000 0006 000 000 000 000 000 -8825 000 000 -0120 -0731 000 -0910 000 0017 0175 000 000 -0004 000 000 113426 -0044 0.461 -174.769 0063 -0643 -82622 -2823 -1415 -172993 0159 4 ME 0794 0987 0641 -1266 0159 4 068 16154 000 000 0379 000 000 Pape 28 of 49 Date 20:58:17 10/02/25 Designed by btabb !(l.M l oWer Job Tabb StructuralEagjg snag Protect Ausan, 2X client phor FAX.' 3297015.01.01 - Grapevine Branch Communication section Kle n Component Cor wm No. Type Hmixo W Mac Compass sw Mmc Mx Mm _ My Haag vy Mac V. Top CM M Tensme Mac Compass: Mac Mx Max. My Mac vy MT. T13 110-100 Leg Mmc Tevsson Max Compas8s® Max. Mx M My Max vy Mvx Diag®e] T. Mmc Tev. Ser,�dary Max T.. Ho von a Max Compass s® Mmc. Mx Mmc_ My Max vy Max Vx Top Get Mmc Tension Max Compass: Mmc_Mx Max. My Max vy Max V. T14 100-80 Leg M Teo . Max Compass um Max. Mx M My Max vy M vx Diago MST.. Hmi nW Mmc Tensme Max Compasssm Mac Mx Mmc_ My Mac vy MT. 8ec®dary Mmc Tevsson Ho oNa Max Compass: w Mmc. Mx M My Mac vy Mac Vx Top CM M Teo . Max Compass my Mmc. Mx Mmc_ My Mac vy Max vx T15 80-60 Leg Tev. Mac Compass sw Mmc Mx Gov. Aziol o . Co.mb. K 56 79 80 75 80 1 2 79 80 75 80 43 26 62 2 62 2 56 43 56 79 80 79 80 1 26 79 80 75 80 43 26 38 -1003 0645 -0108 0424 -0010 row -12138 -0114 -1396 0356 0009 124 290 189121 90 705 488250 -0863 1334 147" 0386 -1 124 0026 -0135 -0-442 0011 0000 -12 552 -0221 -1392 -0372 0009 144048 220214 97 529 2029% 0 724 -1276 16 970 row -13 927 -0201 -1 533 -0402 0010 0427 -1251 0026 -0096 -0477 -0012 0000 -13343 -0063 086 0001010 153339 02 -118187702 Abjor Az%s 3bment kip-R 00M 1985 0000 0 oao 0000 0000 0ON 1630 00M 0000 0000 0 193 -0245 3 568 02N 3 5M 02M 0000 00M 0000 21W 0000 00M 0000 0000 0000 1779 00M 0000 0000 0098 0120 3 568 0205 3 568 0205 00M 0000 0000 20% 0000 0000 0000 0000 0000 2 534 0000 0ON 0000 0000 0000 1928 0ON 0000 00M -0010 -0020 1928 Z ment% Lbment 1np-R 00M 00M 0 049 00M 00M 00M 00M 00M OM 00M 00M -2 824 4 567 -1 620 4 585 -1620 4 585 00M 00M 00M 00M 0 053 00M 0.000 00M 0 000 0 000 0 044 0.000 0000 2015 -1631 -1 619 4 585 -1619 4 585 0 000 00M 00M 00M -0 052 0 000 00M 00M 00M 00M -0 M2 00M 0 000 0 000 0 000 00M -OM 0 000 00M 0318 -1.193 -0491 Pape 29 of 49 Uxte 20:58:17 10/02/25 Designed by btabb a "ToWer Job Pape 3297015.01.01 - Grapevine 30 of 49 Tabb StraclpralEagiaeniag Project � 20ete 58:17 10/02/25 20 Avsan, TX client Designed by phone. Branch Communication btabb FAX.' Section Sle n Component Cordiaan Gov. Aziol Abjor Az%s lZvmrAzix No. ft Type I M A6by..�ment b ment Comb. Mac. My -241167 004J -1 l Max Vy 49 010 182E 0142 Max Vx 62 -0236 0045 1172 Diag®e1 M Tev. 56 21002 0000 0000 Top CM M Teosioa 1 0000 0000 0000 Max Compass my 26 -15323 0000 0000 Mac. Mx 79 -0153 2629 00M Mmc_My 80 -1727 00M -0066 Mac Vy 79 0484 0000 0000 Max Vx 80 -0012 00M 00M T16 60-40 Leg M T.. 43 1740" -0005 1135 MaxCompasssw 26 -263335 -0124 -1183 Mmc_Mx 43 -121163 0995 -0330 Mmc_My 5 -M5829 0004 -1293 Max Vy 65 -0218 0947 -0411 Max Vx 5 0274 0004 -1293 Diag®al M Tenmoe 59 9938 0000 00M S.dary M T.. 1 0000 0ON 00M HmvoeW Mac Comp m. 59 -0183 00M 00M Mmc Mx M -0117 4222 0.000 Mac My 80 -0127 0000 -0 211 Mac Vy M -0674 0000 00M Mac Vx 80 -0034 0000 00M Top Girt M Tension 1 0000 0000 00M Mac Composes. 26 -13572 0000 00M Mac Mx 79 -1224 3109 00M Maemy 80 -2567 0000 -01W Mac Vy 79 -0547 0000 0000 Max Vx 80 0027 0000 00M T17 40-20 Leg M T.. 43 179326 0038 0_101 Mac Compass. 26 -278 %7 -0188 -2 395 Mac_Mx 67 -1287% 1547 -0956 Mac. My 2 -277897 0020 -2445 Max Vy 65 -0235 1500 -0896 Max Vx 5 03% 0009 -2443 Ihag® M Tes. 59 12335 0000 0000 Sec®dory M Tessioa 43 0021 0000 0000 Hosiwatal s Mac compassw 59 -0345 0000 00M Mmc. Mx 74 -0130 4331 0.000 Max_My 80 -0134 0000 -0.193 Max Vy 74 -0610 00M 0000 Mac V. 80 -0027 0000 0000 Top CM M Tenmoe M 0124 0000 00M Mac comp .. 59 -8 M7 0000 00M Max_Mx 78 -0389 3185 00M M. my 80 -0372 0000 -0147 Max Vy 78 048E 0000 0000 Max V. 80 002E 0000 00M T18 20-0 Leg M T.. 43 188.000 0028 0581 Max Compmsssm 26 -288276 0001 00M M. 67 -132.128 1547 -0954 Mac. My 2 -285429 0020 -2445 Max Vy 65 0167 1499 -0895 Max Vx 5 -0419 0009 -2443 aag®e1 M Tev. 51 81M 0000 00M S.dary M Tev. 1 0000 0000 00M Hosiwatal Mac Compass. 59 -0243 0000 00M Mmc_Mx 74 -0063 -3711 00M ai%XToWeT Job Pape 3297015.01.01 - Grapevine 31 of 49 Protect Dete Tabb StracrpralEnginening 20:58:17 10/02/25 A.an, TX client Oetngned by phone: Branch Communication btabb FAX.' Section Ktevaapn Component Con .i Gov. Azipl m orA MvmrAz No. ft 7Ype Load Abm''egq11nt bbment Co7mb. AA�11 Max. My -0077 W 4 Max Vy 74 O'tN 0000 0000 Max Vx 74 -0027 0000 0ON Top Gut Mac Tamioa 1 0000 0000 0000 Max comp .e . 29 -9 712 0000 ONO Max. Mx 74 40" -2 638 ONO Max. My 74 -3 ON 0 NO 0152 Max Vy 74 0352 0000 0000 Max Va 74 0020 0000 0000 Maximum Reactions Location CoM O Go, Ver H.Md,X Hor¢oNal,Z Load Comb. K K K L,C Max Veit -16514 50 2M633 28605 Max 50 2M 633 28605 -16514 Max. if. 19 -186871 -24520 13556 Mio. Vat 19 -186871 -24520 13556 b 11. 19 -186871 -24520 13556 Mia 11. 50 284 633 28 M5 -16514 Leg& Max Vat 26 286778 -28816 -16637 Max 11. 67 -188114 24 647 13596 M 14 67 -188114 24647 13596 Mm. Vat 67 -188114 24 647 13596 M 11. 26 286778 29816 -16637 M 11. 26 286 778 -28816 -16637 LCgA Max Vat 2 285744 ON7 33163 Max FL 51 -59 344 2310 -13 095 M It< 2 285744 0007 33163 Mio. Vat 43 -189702 0223 -28216 Mm. 11. 27 -59817 -2218 -13105 Mia11. 43 -189.702 0223 28216 Tower Mast Reaction Summary Load Vertical Shear, Shear, Gvertaming we ,ng T gae Combmaapn bbmen;M Abmen;M. K K K krp-Q kip-lt kip-ft, 1 only ONO -8 013 2 l2DeadflO WuW Odeg-No ]O1563 01563 -0000 2 331 -52331 6 851 -0416851 -8822 822 -5744 1 121N10W (paHav 1)0 deg- 101563 0000 43745 -5454974 -8773 -3918 Na Ica I2DN OW (pattav2)0 deg- 101563 -0000 -37397 fi039514 $701 fi018 lee 12OW (paNem 3)0 deg- 101563 0000 ASB56 -5847353 $975 3913 Naolee Ice OW (pattom 4) 0 deg- IOl 563 ONO -35292 -5648 64fi -8 758 -fi 021 N. o kIcea 09Deadfl0 WuW Odeg-No 76172 0000 -52331 -0412929 -fi 638 -5759 12 Wnul30 deg -No 101563 22.927 -39710 -5fi42598-3279455 6214 ai"To Wer Joy Pape 3297015.01.01 - Grapevine 32 of 49 Tabb StracrpralEngineniag Project Date 20:58:17 10/02/25 Ausa, 2X client Designed by Fhow Branch Communication btabb FAX.' Load vemcal sheen, sham, w ang wernm,ing Torgne Combmolian bbmen( Al b --4 M. x x x kia-ft bP-ft kin-ft Ice 121lH OW(pstlem 1) 30 deg- 101563 19142 -33164 4147602 -2415148 6079 No Ice 121N1 OW(,,H 2)30 deg- 101563 16407 2842E 4598145 -2675819 7.770 N. Ica 12 1 OW(patlem 3) 30 deg- 101563 20047 34331 -038837 -2583.129 6035 No Ice 12D 1 OW gxffi n 4) 30 deg - 101563 15 504 -26 M9 4305 444 -2508 312 7U2 No Ice 09 Deadtl O Wind 30 deg -No 76172 42922 -39.714 -5642187 -3271894 6176 Ice 12 Deadtl O Wind W deg -No 101563 37930 -21894 -3106048 -5431546 16141 lee 12DH OW(,,B 1)60 deg- 101563 31655 -18271 -2279657 -0000.532 14681 NO Ice 12D 1 OW (pffilem 2) 60 deg - 101563 27167 -15.680 -2528 662 -0 31678 16 508 No Ice 12D1OW(pffi 3)60 deg- 101563 33.155 -19A38 -2440651 4279362 14661 No Ice 12 l OW (pailem 4) 60 deg - 101563 25 M6 -14 314 -2362667 4152854 16 528 No Ice 09 Dead*l O Wm 60 deg -No 76173 37930 -21894 -3108070 -5422471 16135 Ice 12 Deadl O Wwd W deg -No 101563 45493 0003 26553 -6538354 18610 Ire I2D 1 OW (pallem l) 90 deg- 101563 37 %8 4O wo 25337 4807 M 17 880 No lee 12 1 OW (pattern 2) 90 deg - 101563 32 641 4O wo 25 253 -5341413 17436 No Ice 12 l OW (pattern 3) 90 deg - 101563 39739 ONO 25 424 -5148 046 17930 No Ice 12D1 OW(pffilan 4) 90 deg- 101563 30810 -0Owl 25112 -5MI 151 17389 No Ice 09 Dead+l 0 Wmd W deg -No 76172 45488 Owl 19302 -6526352 18557 Ire 12 Dead l 0 Wind 120 deg - 101563 45174 26.081 373S 128 -6441192 16889 No lee 12 1OW(pffi 1)120 deg 101563 37743 21791 2758152 4743728 16733 -Noice 12D1 OW(pNem 2) 120 deg 101563 32302 18651 3051.819 -5251.00 17411 -No Ice 12D1 OW(padern 3) 120 deg 101563 39574 nms 2954673 -50M 115 16735 -No Ice 12 1 OW(pattan 4) 120 deg 101563 30475 17595 2855825 4912651 17402 -No Ice 09 DeadH O Wind 120 deg- 76172 45174 26081 3727018 -6430332 16873 No lee 12 Dead*l 0 Wind 150 deg - 101563 23154 40.093 5756440 -3321408 11113 No Ice 12D1 OW(pstlem 1) 150 deg 101563 19320 33453 4238791 -2444356 9676 -No Ice 12DH OW(pattom 2) 150 deg 101563 16585 28721 4704105 -2712480 13138 -No Ice 12 1OW(pattem 3) 150 deg 101563 20n6 35.039 4533333 -2614578 9630 -No Ice 12D1OW(pffi 4)150 deg 101563 15669 27135 4409621 -2542308 13183 -No Ice 09 Deadtl O Wind 150 deg- 76.172 23154 M093 5742870 -3314498 11117 No Ice 12 Deadtl O Wind 190 deg- 101563 ONO 94167 634700 -12052 5454 Na Ice a "ToWer Joy Pape 3297015.01.01 - Grapevine 33 of 49 Project � Tabb StraclpralEagiaeniag 20ate 58:17 10/02/25 20 A.an, 2X client Designed by Phone. Branch Communication btabb FAX.' Load vertical street, sham, wermrne, wermn,ing T-r Combmaaan Mmen;M Abmen;M. x x x ma- taoft .fro-ft 12D+1 OW (pa 1)180 deg 101563 0 003 36 M2 73 601 -10 222 3 730 -No Ice 12D+1OW(pffi 2)INdeg 101563 O1107 31.653 5187288 -11.404 5846 -No Ice 12 1 OW (patlem 3)180 deg 10I563 0 003 38 575 4995 571 -10 252 3 703 -No Ice 121Pr1OW(pattem 4) 180 deg 101563 0.007 29920 4865377 -11388 5874 -NO Ice 0 9 D®d+l O Wwd 180 deg - 76172 0 009 44167 6333 397 -9 534 5 477 NO Ice 12 Dead+1 0 Wmd 210 deg- 101563 22926 39.710 5690576 3263.770 -6214 NO Ice 12D+1 OW (pffi 1) 210 deg 101563 -19350 33.160 4194561 2401217 fi 078 -No lce I2 lOW (pad2)210 deg 101563 -16411 28419 4645.618 2(k5l ( 4 -7770 -Nolte 12D+1 OW (pattern 3) 210 deg 101563 -20055 34727 4485654 2569.444 -6 OM -No Ice 12D1OW(paflem 4) 210 deg 101563 -15502 26853 4354534 2491920 -7818 -No Ice 09Dead+l0 Wuxi 210 deg- 76172 -22932 39708 5676498 3262957 -6176 No lce 12Dead+l O Wiad 240 deg- 101563 -44 W7 25979 3714042 6382153 -16420 NO Ice 12 l OW(patlem 1) 240 deg 101563 -37.632 21.726 27,Pt= 4702111 -14874 -Nolte 12D+1 OW(pabae 2) 2M deg 101563 -32137 18555 3028244 5193813 -16682 -No Ice 12D1 OW(paflom 3) 2M deg 101563 -39460 2278E 2940408 5041924 -14877 -No Ice 12D+1 OW(pffi 4)240 deg 101563 -30314 17501 2832585 4855361 -1607 -No ice 09Dead+l O Wivd 240 deg- 7612 -0 W7 25979 3702972 6375744 -16399 No Ica 12Dead+l O Wind 270 deg- 101563 45493 0003 26557 65208M -18610 NO Ice 12D+1 OW (pattern 1) 270 deg 101563 -37 908 -0 000 25 340 4790290 -17 879 -No Ice 12 1OW(paHern 2) 27O deg 10I563 32"1 OWO 25223 5323893 -17436 -No Ice 12D+1 OW(pffitem 3) 270 deg 101563 39.739 ONO 25.428 5130562 -17930 -Noise 12D+1 OW (pffi 4)270 deg 10I563 -30807 0005 267" 4982667 -17416 -No Ice 09 Dead+l O Wind 270 deg- 76172 45488 0001 19305 6513243 -18557 NO Ice 12 Dead+l O Wiad 300 deg- 101563 -38107 -21 W6 -3130013 5455668 -16608 NOIce 12D+1OW(pffi 1)300 deg 101563 -31766 -18336 -2293718 4007110 -16549 -No Ice 12D+1 OW(pffi 2)300 deg 101563 -27331 -15.775 -2551.875 U54521 -17226 -No Ice 12D+1 OW(paltem 3) 300 deg 10I563 -33269 -19204 -2455042 42M 519 -16526 -No Ice 12D+1 OW (pffitem 4)300 deg 101563 -25827 -14907 -2390.551 4175114 -17249 -No Ice 09 Dead+1 O Wwd 300 deg- 76173 -38107 -21997 -3131975 5450913 -16 607 NO Ice 12 Dead+1 0 Wmd 330 deg- 101563 -23.144 40098 -5710198 3299077 -11116 NO Ice 12D+1 OW(pffi 1)330 deg 101563 -19.311 -33458 4191 W3 2423162 -9678 a "ToWer Joy Pape 3297015.01.01 - Grapevine 34 of 49 Tabb Stracl mlEngln eying Protect Dete 20:58:17 10/02/25 A.an, TX client Designed by Phone. Branch Communication btabb FAX.' Load vertical Sheen, sheen, wern e, wern n,ing Twgve Co/Idnn O b .en( M MN-e M. K K K ,tip-ft by ft .tip-ft -Nolte 121 +1 OW (pafi m 2) 330 deg 101563 -16 580 28 723 -0656 749 2692102 -13140 -No Ice 121 +1 OW (pa 3) 330 deg 101563 -20 M -35 044 -ltM 610 2593132 -9 632 -No Ice 121+1 OW (pa 4)330 deg 101563 -15665 -27137 4362050 2522086 -13183 -No Ice 0 9 Dead+l O Wmd 330 deg - 76172 -23.144 -40099 -5708 645 3297 NO -11 118 No Ice 12Dead+l 0lce+10 T®p 201928 owl Owl 80303 5914 0006 12 Dead+l O Wend O deg+10 201928 4003 b071 -806019 7706 -1654 Ice+l 0 Tee, 12Dead+l O WnA 30 deg+l0 201928 2790 4830 -630260 -004445 0743 bez l 0 Temp 12 Dead+l O Wind 60 deg+10 201928 4652 -2685 -317MI fi82543 2437 Ice+10 Taap 12 Dead+10 Wmd 90 deg+l 0 201928 5 522 0 003 92126 -812 NO 3 931 ] l 0 Temp I ZDead+l O Wend 120 201928 5212 3012 524.812 -760372 4829 deg+l 0lce+1 0 Ted 12 Dead+l O Wind 150 201928 2829 4897 803240 411184 3995 deg+l 0 lce+10 Temp 12 Dead+1 O Wmd 180 201928 Owl 55M 891464 5445 1618 deg+l 01ce+10 Temp 12 Dead+l O Wind 210 201928 -2 788 4 831 792 780 417469 -0 74 deg+l 01ce+10 Temp 12 Dead+l 0 Wmd 240 201928 -5.147 2972 517738 763276 -2452 deg+l 0lce+l 0 Temp 12 Dead+l O Wend 270 201928 -5522 011(12 81857 825_625 -3920 deg+l 0lce+1 0 Temp 12 Dead+l 0 Wend 300 201928 -0 721 -2 726 -324122 706 975 -4797 deg+l0 lee+10 Temp 12 Dead+l O Wiad 330 201928 -2831 4898 -641448 424160 4000 deg+l 01ce+10 Temp Dead+WhN O deg -Service M636 ONO -17649 -2487297 -7285 -1949 Deed+Wmd30deg-Service M636 7730 -133" -1889.633 -1108920 2199 Dead+Wind 60 deg - Se we M636 12792 -7383 -1034377 -1834652 5493 Dead+Wivd90deg -Se a 84.636 15342 ONO 20735 -2207418 6147 Dead+Wmd 120 deg - Sen,ce 84636 15236 8.796 1271.877 -2174915 5696 Dead+WnA 150 deg - Service 84636 7805 13522 1952213 -1122545 3871 Dead+Wend 180 deg-Semce 84636 0002 14897 2151516 -7 WI 1906 Dead+Wiad 210 deg-Semee 84636 -7734 13391 1929.462 1096074 -2199 Dead+Wind 240 deg - Service 84636 -15.176 8.762 12637M 2146340 -5538 Dead+Wmd 270 deg -service 84636 -15342 0000 20721 2192841 -6146 Dead+Wied 300 deg - Service M636 -12852 -7417 -1042301 1834222 -5652 Dead+Wivd 330 deg -Service M636 -7805 -13524 -1912102 1107264 -3863 Solution Summary Snn oppply Forc Sam ofReaUiona Load PX PY PZ PX PY PZ %L r Comb. K K K K K K 1 ONO -84.636 bow 4ON 84636 -0 001 0 m 2 ONO -10IJ63 -52338 0ON 101563 52331 ONO% 3 ONO -101563 43 750 4 000 101563 43 745 0005% 4 ONO -101563 -37408 0000 101563 37397 0010% 5 0 NO -101563 45 862 4 ON 101563 45 856 0 0w% 6 ONO -101563 35296 0.000 101563 35292 0.004% a "ToWer Joy Pape 3297015.01.01 - Grapevine 35 of 49 Tabb StracrpralEagiaeniag Project � 20ete 58:17 10/02/25 20 A.an, 2X client Designed by Phow Branch Communication btabb FAX.' Sion fAt dl F . sum ofR na . Load PX PY PZ PX PY PZ %Eros Comb K K K K K K 7 0ON -76173 -52338 -0ON 76172 52331 0008% 8 22930 -101563 -39716 -22927 101563 39710 WM6% 9 19148 -101563 -33166 -19142 101563 331" 0006% 10 16411 -101563 28 424 -16 407 101563 28 422 0.004% 11 20053 -101563 -34733 -20047 101563 34731 0006% 12 15 506 -101563 26857 -15 504 101563 26 849 0 m0 13 22930 -76173 -39716 22922 76172 39714 WM9% 14 37930 -101563 -21899 -37930 101563 21894 0004% 15 31654 -101563 -18276 31655 101563 18271 0.004% 16 27167 -101563 -15 05 -27167 101563 15 680 0 005% 17 33155 -101563 -19142 -33155 101563 19_138 0.004% 18 25666 -101563 -14919 25666 101563 14814 0.004% 19 37930 -76173 -21899 -37930 76173 21994 0005% 20 45 499 -101563 ONO 45 493 101563 -0 ON 0 006% 21 37912 -101563 0000 -37908 101563 0000 0004% 22 32W -101563 ONO 32641 101563 0000 0.004% 23 39743 -101563 0000 -39739 101563 -0Owo 0004% 24 30815 -101563 0000 -30810 101563 0001 0004% 25 45 499 -76173 ONO 45 488 76172 -0 ON 0 012% 26 45.180 -101563 26084 45174 101563 -26091 0006% 27 37747 -101563 21793 -37743 101563 -21791 0.005% 28 32311 -101563 18655 -32302 101563 -18651 0.010% 29 39580 -101563 22851 -39574 101563 -22848 0006% 30 30479 -101563 17597 -30475 101563 -17595 0004% 31 45.180 -76173 26084 45174 76172 -26091 0007% 32 23152 -101563 40101 -23154 101563 40093 0.008% 33 19318 -101563 3340 -19320 101563 33453 0W6% 34 16586 -101563 28727 -16595 101563 -28721 0006% 35 20234 -101563 35046 20236 101563 -35039 0.O 7% 36 15670 -101563 27141 -15669 101563 -27135 0005% 37 23152 -76173 40101 -23154 76172 40093 Oc10% 38 ONO -101563 44.172 -0O W9 101563 -0 167 0009% 39 ONO -101563 36843 -0OW3 101563 -36842 0003% 40 0ON -101563 31657 -0OW7 101563 -31653 0008% 41 ONO -101563 38576 -0OW3 101563 -38575 0003% 42 ONO -101563 29925 4O W7 101563 -29920 0.008% 43 ONO -76173 44172 41009 76 172 -0 167 0.011% 44 22930 -101563 39716 22926 101563 -39710 0006% 45 -19148 -101563 33166 19150 101563 -33160 0006% 46 -16411 -101563 28424 16411 101563 -28419 0004% 47 -20053 -101563 34733 20055 101563 34727 0.006% 48 -15506 -101563 26857 15502 101563 -26853 0005% 49 -22930 -76173 39716 22932 76172 39708 01109% 50 45002 -101563 25982 44997 1O1563 -25979 0006% 51 -37636 -101563 21729 37632 101563 -21 J26 0005% 52 -32148 -101563 18560 32137 101563 -18555 0011% 53 -39465 -101563 22785 39460 101563 -22782 0006% 54 -30318 -101563 17504 30314 101563 -17501 0005% 55 45 002 -76173 25 982 44997 76172 25979 O m0 56 45499 -101563 0000 45493 101563 -0M WM6% 57 -37912 -101563 0000 37908 101563 0000 0004% 58 -32 NO -101563 0000 32641 101563 0000 0004% 59 39743 -101563 ONO 39 739 101563 -0 No 0 004% 60 30815 -101563 ONO 30 807 1O1563 -0 005 0 009% 61 45499 -76 173 ONO 45 488 76.172 -0Owl 0 012% 62 -38107 -101563 -22.001 38107 101563 21996 0004% 63 -31766 -101563 -18340 317% 101563 18336 0.003% 64 27331 -101563 -15 779 27331 101563 15 775 0 005% 65 -33269 -101563 -19208 3320 101563 19204 0.004% 66 -25827 -101563 -14911 25827 101563 14907 0004% 67 -38107 -76 173 -22.ON 38107 76173 21997 0.005% ai% To Job Page 3297015.01.01 - Grapevine 36 of 49 Tabb Structural Engineering Project Date 20:58:17 10/02/25 Aasary TX Client Designed by Phow Branch Communication btabb FAX Sion of IPPIvdForces Sum ofRea os. Load PX PY PZ PX PY PZ %Error Comb K K K K K K 68 -23152 -101563 40101 23144 101563 40098 0008% 69 -19318 -101563 -33460 19311 101563 33459 00M% 70 -16586 -101563 28727 16.580 101563 28723 0.006% 71 -20234 -101563 -35046 20226 101563 35044 0007% 72 -15 670 -101563 -27141 15 665 101563 27137 0 006% 73 -23152 -76173 -00.101 23144 76172 40099 0010% 74 ONO -201928 ONO -0 001 201928 -0 001 0 000% 75 ONO -201928 b 073 0 003 201928 6071 0 002% 76 2 788 -201928 4 "0 -2 790 201928 4,830 0 001% 77 4654 -201928 -2687 4652 201928 2685 0MI% 78 5525 -201928 0000 -5522 201928 -0No 0002% 79 5214 -201928 3011 -5212 201928 -3012 0001% 80 2829 -201928 4899 -2829 201928 4897 0001% 81 0000 -201928 55M -0Owi 201928 -5502 0002% 82 2788 -201928 4830 2788 201928 4831 0.MI% 83 -5145 -201928 2970 5147 201928 -2972 0.001% 84 -5525 -201928 0000 5522 201929 -0002 0002% 85 4 723 -201928 -2 727 4.721 201928 2726 0 001% 86 2829 -201928 4_899 2831 201928 4898 0.001% 87 0000 -84.636 -17652 -0Owo 84636 17 NO 0003% 88 7 733 -84 636 -13 395 -7 730 84 636 13,394 0.004% 89 12792 -84636 -7396 -12792 84636 7383 0003% 90 15345 -84636 0000 -15342 84636 -0 ON 0004% 91 15237 -84636 8797 -15296 84636 -8796 0002% 92 7808 -84.636 13525 -7805 84636 -13522 0004% 93 0000 -84636 14897 41002 84636 -14897 0.002% 94 -7733 -84636 13395 7734 84636 -13391 0004% 95 -15178 -84636 8 763 15176 84 636 -8 762 0 002% 96 -15 345 -84 636 0 000 15 342 84 636 -0 No 0 004% 97 -12852 -84636 -7420 12852 84636 7417 0004% 98 -7 808 -84 636 -13525 7 805 84 636 13 524 0.004% Non -Linear Convergence Results Load Convergedl Number Dup( em Force CosbB n ofl{Ycles Tbk .s Tolerase 1 Yes ] 0 00000001 0 00044606 2 Yes 8 0 M024590 0 M055674 3 Yes 6 0.00028707 0 M062029 4 Yes 7 0 00040543 0 00093146 5 Yes 6 0W02903 000064251 6 Yes 8 000017670 0MM687 7 Yes 6 000025046 0W057224 8 Yes 12 0.00025822 00005V9I 9 Yes 10 000038889 000083433 10 Yes 10 0 W019951 0 MM5826 11 Yes 10 0 W039330 0 W084620 12 Yes 9 0 00034806 0 00079571 13 Yes 13 0.00031918 0 M073073 14 Yes 7 0OD20018 000044756 15 Yes 7 0 W027030 0 M057269 16 Yes 7 0W021729 000049246 17 Yes 7 0 00026 WN 0 MD55M 18 Yes 7 0.00022153 0.M050268 19 Yes 7 000018342 000041455 20 Yes 10 0W026607 000060357 !(l.M l oWer Job 3297015.01.01 - Grapevine Protect Tabb StractaralEagigeniag A.an, 2X Client Fhorre: Branch Communication FAX.' 21 Yes 12 0 00024942 0 00053441 22 Yes 8 000018093 000041445 23 Yes 12 0W024338 000052296 24 Yes 8 0 N0182M 0 MM1749 25 Yes 11 0W039837 000091046 26 Yes 8 0 W020932 0 MM7437 27 Yes 6 000028472 0W061624 28 Yes 7 0W037854 000087042 29 Yes 6 000029458 0W063861 30 Yes 8 0 W017685 0 MM739 31 Yes 8 0.00020632 0 MM7150 32 Yes 13 0.00035322 0.W080176 33 Yes 10 0.00041416 0.W089242 34 Yes 10 0.W027482 0.00063232 35 Yes 10 0MM1804 0000902% 36 Yes 10 00002481 000058296 37 Yes 13 00003402 0M079552 38 Yes 6 0 W0415M 0 M094084 39 Yes 7 0.W021892 0.000,6734 40 Yes 6 0 W037177 0 W085023 41 Yes 7 0.0002W02 0.MM3616 42 Yes 6 000038860 0M089060 43 Yes 6 00039852 0 00091300 44 Yes 12 0W025372 000057333 45 Yes to 0W038233 000082238 46 Yes le 000019018 0MM3730 47 Yes 10 000038709 0M083479 48 Yes 10 0W0227M 000052142 49 Yes 13 0 W031589 0 M072374 50 Yes 8 0000216% 0MM9112 51 Yes 6 0 M028627 0 W061854 52 Yes 7 0.00043506 000099877 53 Yes 6 0W02961D 000064092 54 Yes 8 0M021702 000049949 55 Yes 8 0 MU1339 0 MM8714 56 Yes le 0M026812 000060825 57 Yes 12 0.00025168 0.00053922 58 Yes 8 0Not9848 0W043168 59 Yes 12 0M024548 000052743 60 Yes 7 0MM3245 000099827 61 Yes 11 0MM074 0 0009 1594 62 Yea 7 0.00019180 0.00042952 63 Yes 7 000023007 000048859 64 Yes 7 0 W021157 0 W048019 65 Yes 7 0.00022328 0.00047556 66 Yes 7 000021555 000048987 67 Yes 7 0W017924 000OM569 fib Yes 13 0W034607 0W07W7 69 Yes 10 0.MM2348 0.W091013 70 Yes 10 0 W028029 0 NOW39 71 Yes 10 0 MM2682 0 NW1978 74 Yes 10 0M027620 000063617 73 Yes 13 0W035188 000080660 74 Yes 6 000000001 000023732 75 Yes 8 0 W078127 0 W070795 76 Yes 10 000046831 0NOM321 77 Yes 8 0 M068102 0 W0582M 78 Yes 7 0 W093731 0 M084677 79 Yes 8 0 M059918 0 W058517 80 Yes 7 0 MMS721 0 W047342 81 Yes 7 000090408 0MM7516 82 Yes 7 0 M0353N 0 W065491 83 Yes 8 000050017 000049641 84 Yes 7 000099564 000075995 Pape 37 of 49 Dete 20:58:17 10/02/25 Designed by btabb ai%XToweP Job Pape38 3297015.01.01 - Grapevine of 49 Tabb Structural Engineering Project Date 20:58:17 10/02/25 Avsan, TX Client Designed by Fh,ne Branch Communication btabb FAX 85 Yes 8 000061110 0M055163 86 Yes 8 000054485 0W049725 87 Yes 9 0 W021628 0 NOM224 88 Yes 9 0 MM062 0 W084241 89 Yes 6 000030M 0W062358 90 Yes 8 000034441 0M072337 91 Yes 9 0 W019825 0 W042503 92 Yes 9 0.MM2084 0.00088465 93 Yes 7 0M019836 0000,t1384 94 Yes 9 0 W0396 0 0 W083795 95 Yes 9 0 000=0 0 00044315 96 Yes 8 0W035525 000074546 97 Yes 6 0W0366M 000075645 98 Yes 9 000043445 0W091594 Maximum Tower Deflections - Service Wind S hm, Elevanan Ho,, Gov Tilt Tvist No. L147-Mn Load Comb T1 yfl� 300-280 7617 91 0205 0090 T2 280-260 6.758 91 0202 0.090 T3 260-240 5914 91 0.194 0084 T4 240-no 5107 91 0183 0077 T5 220-200 4358 91 0169 0076 T6 200-18U 3664 91 0151 0073 T7 180-170 3051 91 0132 0072 T8 170-160 2740 91 0123 0067 T9 160-150 2441 91 0114 0061 T10 150-140 2158 91 0106 0056 Tll 140-120 1874 91 0098 0051 T12 120-110 1375 91 0080 0041 T13 110-100 1168 91 0072 0038 T14 1W-so 0943 91 0M5 0034 T15 80-60 0622 91 0049 0028 T16 60-M 0385 87 0035 0020 T17 40-20 0211 87 0.023 0013 T18 20-0 0072 87 0011 0006 Critical Deflections and Radius of Curvature - Service Wind Eevanan Apportemnce Gov. Deflamm Dlt T ,,t Radius of Load Curvmrve Comb. 30 000 Lightmn8 Rod 5/8"x4' 91 7617 0205 0.(IN 275000 SP 14RFTK-Dw/MP 91 6545 0201 0089 261629 267500 BCD-87010 91 6227 0198 0087 172637 218 NO FTV 5Gm Vl w/MP 91 4285 0167 0076 107893 150 No Side LTbt 91 2158 0106 0056 175729 122 000 (2) JA 1B 513 MB-V3 w/ MP 91 1418 0 081 0.042 29779 Maximum Tower Deflections - Design Wind ai%XToWeT Job Pape 3297015.01.01 - Grapevine 39 of 49 Tabb StracrpralEagiaening Protect Dete 20:58:17 10/02/25 Aosan, TX client Designed by Fhow Branch Communication btabb FAX.' Section Elevation Horn Gov Z£!t 7kvt Na DeRecrian Load Comb. T1 30ASG 225N 26 0.607 0240 T2 280-260 19961 26 05 0239 T3 260-240 17459 26 0576 0221 T4 240-220 15.066 26 0542 0201 T5 220-200 12842 26 0501 0197 T6 2M-180 10781 26 OA50 0189 T7 180-170 8959 26 0393 01M T8 170-160 8039 26 0366 0171 T9 160-150 7156 26 0338 0157 TIO 150-140 6317 26 0315 0143 T11 140-120 5477 26 0291 0128 T12 120-110 3999 26 0238 0102 T13 110-100 3387 26 0216 0093 T14 100-80 2724 26 0195 0082 T15 80-M 1777 2 0146 0067 T16 60-M 1089 2 0105 ON9 T17 40-M 0587 2 0.M7 0031 TIS 20-0 0194 _ 0033 0.017 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tlr 7tvur Radtus of Load cmvaave Comb. 30ADO Lrg Bad S/ 26 22.504 0595 0236 275 14P SP]UBM8701 wI MP / 26 18389 0587 0236 9 4 93994 67500 218 B5 DR3- l0 12 0497 0196 60052 WO FFW w/MP 26 M 627 0315 0143 150 wo &&L, IA 55B 26 6317 0 0143 42018 42018 in wo ]22.000 MB (2)IAHHfiSH-R38-V3w/MP 26 4118 4125 243 0243 Q104 10096 Bolt Design Data Secnan Elevation Carywnent Bolt BoUSv Number A9 imam Allowable Ratro Allowable L}aeria No 7jpe bade Of Load Load Load Ratio ft m Bobs per Bolt per Bolt Ahmvable K K Tl 300 Leg A325N 0500 16 OA91 17672 105 Bolt DS 0028 Dragoml A32N 0500 1 OA76 46% 105 Member Block 0102 Shem Top CM A325N 0625 1 ONS 6595 105 Member Block 0010 Sh. n 280 Leg A325N 0500 20 13M 17672 105 Bolt DS 0074 D3egonal A32N 0500 1 1A72 46% 105 Member Block 0314 Sheer Top Crrt A325N D625 1 0226 6595 105 Member Block 0034 Shem T3 260 Leg A325N 05M 20 2578 17672 105 Bolt DS 0146 Diego A325N 05M 1 170 6199 105 Member Bemmg 0185 ai%XToweP Job Page 3297015.01.01 - Grapevine 40of 49 Tabb StrucluralEng1werb`g Project Date 20:58:17 10/02/25 Aosan, TX client Designed by Fhow Branch Communication btabb FAX aeman Elevation Component Bolt BokS Nomber d9 imam Allowable Bm Allowable aao,. No. Type Grade Of Load Load Load Ratio Jt m Bolts per Bolt per Bolt Allowable K K T4 240 Leg A325N D500 24 3295 17672 0136 l05 Bolt DS Dog A325N 0500 1 25% 8836 0294 105 Bob Shear T5 no Leg An 0500 32 3816 17672 0216 105 Bon DS Dogo A325N 0500 1 3737 8165 0452 105 M® Be g T6 200 Leg A325N 05M 32 5118 17672 0290 105 Bolt DS Diego A325N 05M 1 5030 8836 050 105 Bolt Shear T7 180 Dug0m1 A490N 0500 2 4745 9134 0519 105 Member Blcek Shear T8 170 Leg AM 0500 40 5426 17672 0307 105 Bon DS Dingo A325N 05M 3 3364 67W 0495 105 Member Block Sh. T9 160 Dreg0 A325N 0500 3 35V 6797 0527 105 Member Block Shear T10 150 Leg A325N 0500 40 66M 17672 0374 105 Bolt DS Dragooal A325N D500 3 3675 5891 0624 105 Member Blcek Shear Tll 140 Leg A325N 0500 48 6624 17672 0375 1.05 Bolt DS Di,o0 A325N 05M 3 410 6797 0613 105 Member Block Shear Se..kn, 1I0riwafel An 0500 2 1378 17672 0078 I05 Bon Shear T12 120 Dragoml A325N 0625 3 5385 14456 03U 105 Member Block Shear T13 110 Leg A325N 0625 32 11820 27612 0428 L05 Bolt DS Dn,o l A325N 0625 3 4915 6627 0742 1_05 Member Block Sheen T14 100 Leg An 0625 40 11011 27612 0399 105 Bon DS Dmg0vel A325N 0625 3 5657 17672 0320 105 Member Block Sh. T15 80 Leg A325N 0625 M 12460 27612 0451 105 Bolt DS Me," A325N 0625 2 10501 23245 0452 � 105 Member Black Sher T16 60 Leg A325N 0625 40 13.167 27612 0477 L05 Bon DS Di,o" A325N 0625 2 490 15395 0123 105 Member Block Sheen T17 40 Leg AM 0625 48 11623 27612 0421 105 Bon DS Diego" A325N 0625 2 610 15395 0401 105 Member Block Sh. T18 20 Leg A325N 0625 48 12011 27612 0435 105 Bolt DS Aago A325N 0625 2 4.052 11_623 0349 105 Member Block Sheer Compression Checks Leg Design Data (Compression) a "ToWer Joy Pape 3297015.01.01 - Grapevine 41 of 49 Tabb StracrpralEagiaeniag Protect Dete 20:58:17 10/02/25 A.an, TX client Designed by Phone: Branch Communication btabb FAX.' Section Elevanan Sue L L. KUr A P. t•P„ Raaa No. P. J[ JI fr is2 K K AAyy T1 300-280 V4x4x3/8 20022 3337 430 2859 -3926 96962 00�1 K=100 T2 280 -260 V5x5x3/8 20022 5 005 507 3 609 -13 023 119451 0109 K=100 T3 260.240 V5xx12 20022 5006 513 4750 -25784 156851 016 K=100 T4 240-220 V6x 1Q 20022 6674 563 5750 -39540 186393 0212' K=100 T5 220-200 V6x6x12 20023 6674 563 5750 fiI 050 186390 0328� K=100 T6 200-180 V6x6x9/16 20025 6675 567 6434 -81891 208194 0393� K=100 T7 190-170 V6x6 /8 10011 5153 44.0 7109 -97126 240386 0404� K=100 T8 170-160 V6x /8 10011 5144 439 7109 -108519 240.435 0451� K=100 T9 160-150 V8x8z/16 10011 5137 322 8684 -120325 302438 0398� K=100 T10 150-140 V 8x9/16 10011 5131 321 8684 -132089 302464 0437� K=100 T11 140-120 Wx8x9/16 20022 5119 321 8684 -158966 302511 0525� K=100 T12 120-110 VSx8x3/4 10012 5120 325 11438 -174769 398116 0439� K=100 T13 110-100 VS W/4 10012 5115 324 11438 -189121 398143 04751 K=100 T14 100-M VSx8x3/4 20024 5107 324 11438 no214 398.IN 0553 K=100 T15 80-0 V8x 1 20025 20025 129.4 15000 219202 256218 0973 K=100 T16 60-40 V8x8x1 20099 10740 753 15000 -263335 443833 0593� K I33 T17 40-20 V8x8x1 20080 10585 742 15000 -278947 446.576 0625 K 133 T18 20-0 V8x8x1 20.132 10694 1127 15000 -298276 324404 0889, K=2 00 1P. /W. controls Diagonal Design Data (Compression) Secaart E[evmian Sve L L. Klh A P. OF. Raaa Na P. F )r R Iw K K Tl 300-280 Ll l/2x112x3/16 6002 2978 1218 0527 -0521 10124 /A�n OOS1 K=100 T2 280-260 Ll 1/2I1/2x3/16 8239 4143 1695 0527 -1635 5255 0311� K=100 T3 260-240 L2x11/2s3/16 9581 4805 1791 0621 -1906 5542 034 a/% To Job Page 3297015.01.01 - Grapevine 42 of 49 Tabb Structural Engineering Project Date 20:58:17 10/02/25 Aasary TX Client Designed by Phone: Branch Communication btabb FAX Section E[evasian Size L Le KI/r A P. OP, Rahn Na P. F )t R Is' K K pp K=100 T4 240-220 L21/2[2x1/4 11795 5958 1686 low -2596 10672 0243� K=100 T5 220-200 L212x2x1/4 13200 6657 1884 1060 -3874 8547 0453� K=100 T6 200-180 1,3xxl/4 14.723 7.420 150.4 1440 -5.030 18218 0276� K=100 1 P. / W. CO➢tmlS Horizontal Design Data (Compression) Section Elevation Size L L. " A P. OP„ Rana Na. P. F )t R 1W K K Tll 140-120 L4x4x1/4 17al 17481 2085 1940 -9.426 12776 U_738' K= 79 K 1200(Q-249 T14 100-80 2L3x5 /8K5/4 20854 20854 2283 5720 -13927 31401 0444l K,D 77 K 1200(Q-304 1 P. l @P Controls Secondary Horizontal Design Data (Compression) Section Elevation Si,-e L L, Kl/, A P. mP„ Rahn Na. P. F )t )t i., K K AA��nnS5 T7 180-170 L4x4xl/4 13811 13811 1744 1940 -1684 18254 0092� K= 84 TS 170-160 L4x4x1/4 14624 14.624 1820 1940 -1881 16771 0.112� K=o 82 T9 160-150 L4x4xl/4 15438 15438 1895 1940 -2086 15461 0135 K=0 81 T10 150-140 L4x4xl/4 16253 16253 1971 1940 -2290 1429/ oim K,o80 Tll 140-120 21312x31A1/4x12 17877 17544 164.8 3375 -2756 35553 0078� K=0 85 T12 120-110 2L5x3x3/8x3M 18709 18709 1906 5720 -3030 43463 0070� K=100 T13 110-100 2LSx3x3/W/8 195" 19564 1986 5720 -3279 40151 0082 K=100 T14 100-80 2LSx3x3/Sx3B 21.273 21273 2147 5720 -3818 34534 01111 K=100 T16 60 -40 2 ftx /W/4 25 069 25 069 1758 7 220 -6223 63 015 0 0% K=100 t=T Tower Job Page 3297015.01.01 - Grapevine 43 of 49 Tabb Structural Engineering Project Date 20:58:17 10/02/25 Aasary TX Client Designed by Phone Branch Communication btabb FAX Seclron L Le Klh A P. OF. RaOa Na. P. %! JI ft iw K K AAyy�nn�,, T17 40-20 2L5x3x3/8x3/4 28379 28379 4033 5720 d515 ]0067 Ofi47� K 100 a✓n 1075(KLh)o-358 T18 20- 0 1,5x x7/16 31 881 31 881 E 8 4180 -8 363 14 748 0 567 � K= 73 K 1250(C)-373 1Pu /�P. controls Top Girt Desiqn Data (Compression) S., rs Elevmmn S.e L L, Klh A Pu QP. Rafia N, P. F IR R �+*' K K ;Ann Tl 300-280 L1314x13/4k, 16 3503 3169 1154 0621 -0068 13002 0005� K=104 T2 280-260 L13/4x13/4x3/16 5126 4793 1675 0621 -026 6339 0036� K=100 T3 260-240 L13/4x13/4x3/16 6750 6750 1912 0621 -0447 4861 009E K=0 81 T4 240-220 L2x21/2x3/16 8375 8375 1909 0809 -0685 6351 0108� K=o 81 T5 220-200 L2 1/4 10000 10000 2349 0938 -1058 4864 0218� K= 77 K 1200(C)-130 T6 200 -180 1,3x3 /16 11670 11670 1907 1090 -1420 8 578 016 K=0 81 T7 180-170 L3x3x1/4 13417 13417 2135 1440 -3104 9046 0343� K=o 78 KL/K>MO(C)-178 T8 170-160 L4x4x1/4 14229 14229 1783 1940 -7750 174 8 0444� "83 T9 160-150 Lbx4x1/4 15042 15042 1858 19M -8154 16079 0507 K� 82 T10 150-140 L4x4x1/4 15856 15856 1934 1940 -8187 14847 0551� K=o 81 Tll 140 -120 1Ax4x1/4 16670 16 670 2009 1940 -8 825 13 751 0 642 K=o N K >200(C)-240 T12 120-110 2L3x5 /W/4 18292 18292 2060 5720 -12238 39597 0317 � K� 79 K >200(C)-267 T13 110-100 2L3x5 /8K3/4 19146 19146 2134 5720 -12552 35946 0349� K=0 78 K 1200(C)-280 T14 100-80 2L3x5 /8x3/4 20000 20000 2209 5720 -13343 33559 0398� K=0 78 K 1200(C)-295 T15 80-60 2131/2x /8x3/4 21708 21708 2084 6840 -15322 45098 034 K=0 79 K >200(C)-322 t=Tower Job Pape 3297015.01.01 - Grapevine 44 of 49 Tabb Structural Engineering Project Date 20:58:17 10/02/25 Aasary TX Client Designed by Phone: Branch Communication btabb FAX Se<.'nan Elevasian Stine L Le KI/r A P. V. Ilaaa Na. P. F F )R In' K K T16 60-40 2L4xfix3/Sx3/8 23458 23458 1942 7220 -13572 54.813 04s K= 81 T17 40-20 2L3x5 /8x3/8 26917 13458 2469 5720 -8647 26780 032 K=100 &U.I M).-349 T18 20-0 L3112x6x5/16 30010 30010 189.6 2870 -9.712 22M OA25' "Al t P. I eP controls Tension Checks Leg Design Data (Tension) Section Ele aftoO Stine L L. KUr A P. QP„ .Papa No. Pe R fr ft i K K hhpp Tl 300-280 V4x4x3/8 20M 3.337 338 2859 2515 92.614 T2 280-260 V5x5x3/8 20022 5005 410 3609 9451 116.944 0081� T3 260 -240 V5x5x12 20022 5006 414 4.750 192M 153900 0125� T4 240-220 V6xbx12 20022 6674 463 5750 29953 186300 0158� T5 220. 200 V6x6x12 20023 6674 463 5750 44129 186300 0237� T6 200-180 V6x6x9/16 20025 6675 462 6434 60973 208448 02931 T7 180. 170 V6x6x5/8 10011 4858 338 7109 63375 230344 0275� T8 170-160 V6x6x5/8 10011 4867 339 7109 ]169] 230344 0311� T9 160-150 V8x8z9/16 30011 4874 25.5 8684 80184 281348 0285� T10 150-140 VSx8x9/16 10011 4880 255 8684 88820 281348 0316� TIt 140-120 VSx8z9/16 20022 4.892 25b 8684 106202 281348 03]]� T12 120-110 V8x8x3/4 10012 4892 258 11438 113426 370575 0306� T13 110-100 VSx8x3/4 30012 4897 258 11438 124290 370575 0335� T14 100-80 VSx8x3/4 20024 4906 259 11438 144048 370575 038389� T15 80-0 V8x8x1 20025 20025 1055 15000 153339 486000 0316� T16 60-40 V8x8x1 20099 9360 493 15000 174066 486000 0358� ai%XToweP Job Pape45 3297015.01.01 - Grapevine of 49 Tabb Structural Engineering Project Date 20:58:17 10/02/25 Aasary TX Client Designed by PhOne Branch Communication btabb FAX so[l a E[evrffian Size L L. KI/r A P. OP. Raea No. P. F )t R Iw K K pp T17 40-20 V8x 1 20080 9494 500 15000 179326 486000 0369t T18 20-0 V8x8z1 20132 9439 497 15000 188000 486 NO 0387t I P. / �P„ controls Diagonal Design Data (Tension) Seclma E[e "O Siza L L. KUr A P. fie„ Ratio No. P. F ft ft irf K K qA� T1 300-280 LI la1W/16 6002 29]8 8l0 0308 04]6 13381 00r6� T2 280-260 Ll 1/91 ]/2x3/lfi 8239 4143 ]1]_6 0308 ]4]2 13381 0.110, T3 260-240 L2z11/2x3/16 9581 4_805 134.0 0378 1]6] 16440 0_]0]t T4 240-220 L2I/2X2z1/4 11352 5939 1184 0678 2409 29485 0082t TS 220-200 L2 1/2x2x1/4 12723 6421 1322 0618 3_]3] 29.485 0.127t T6 200-180 1,3x3x1/4 14206 7 164 938 0963 4372 41882 0104t T] 130-170 L2XM1/4 17_00 16604 3362 0586 9489 25505 0372t T8 170-160 L2x2x1/4 17 ]27 17269 3493 0586 10091 25505 0396t T4 160-150 L2X2x1/4 18404 1794fi 3626 0586 ]0]45 25505 0421t T10 150-140 Ll 1/91 12z1/4 19093 18635 510.4 0398 11024 19332 0536t ✓ 1! 1500M-227 T11 M-120 L2 1/4 20493 20035 4038 0586 12507 25505 OA90t TIZ 120-110 2L212x2x3/16x3/4 21224 20599 3212 ]1104 16154 436]] 0370t T13 110-100 L2 V2X2x3/16 21981 21429 4398 0501 14744 21806 0 676t T14 100-80 21,2 ]/L 21/2z1/4x4/4 22745 22193 3549 1504 16970 65413 0259t ai/H>0_XU1/4 Jo-31] T15 BO-x3/4 fi0 2L4z4zl/4 30170 29]]5 2896 2629 21002 114351 0184t ai/n>3] T16 60-40 /IArjo-326 2L3x2x3/16x]/8 32178 31782 3998 1143 9938 49702 0200� v/n>3] T17 40-20 /Ih)o-338 2L3x2Ki/16x]/8 34799 34403. 4323 1143 12335 49702 0248t t=ToWer Job 3297015.01.01 - Grapevine Tabb Structural Engineering Project A.an,T Client Phone Branch Communication FAX Se<aan Elevrffron S¢e L L. KI/r A P. Na F It R K ai/n>075IQ. ),353 T18 20-0 IAx4x1/4 37758 37362 3625 1314 8 104 IP. /WP Co➢Srols Pape 46 of 49 Date 20:58:17 10/02/25 Designed by btabb op. Ra a P. K pp, 57 175 0.142 V Horizontal Design Data (Tension) Secnart Flevmimr S¢e L L. Kl/r A P. 4p. .4afip No. P. F F Jt ;rt K K tpp„, Tll 140-120 L4x4x1/4 17481 17481 1678 1940 2756 62856 JJ0Odd44 T14 100-80 2L3z5 /S A 20854 20854 N62 5720 3918 185328 0021� IP. jVP conrroj3 Secondary Horizontal Design Data (Tension) Saaon Aevahan Size L L. Klh A P. W. lEaaa Na P. F Jt Jt ;,.' K K T7 180-170 IAx4x1/4 13811 13811 1326 1M 1684 62856 0_ 7� TS 170-160 LAx4x1/4 14624 14624 1404 1940 1881 62856 0030� T4 160-150 LAx4x1/4 15438 15438 1482 1940 2086 62856 0.033� T10 150-140 LAx4x1/4 16253 16253 1560 1940 2290 62856 0036� Ttt 140-120 2131/2z31Y2x1/4z1/2 178]] 1]544 1966 2297 2756 99914 0.028� T12 120 -110 2L5x3x3/Bx3/8 18709 1870 1825 5720 3 030 185 328 0 016 � T13 110-100 2L5x3x3/8z3/8 195fi4 195fi4 1909 5720 3279 185328 0018a T14 100 -80 2L5x3x3/8x3/8 21273 21273 20] 3 5720 3 818 185328 0 021 1 T16 60-40 2L6z40/8x3/4 25069 250fi9 1709 7220 6223 233928 0.027� T17 40-20 2L5x3x3/8x3/4 28379 28379 2486 5720 6515 185328 0.0351 ai/n>1,5$x7/16 -358 T18 20-0 LSxSx]/16 31881 31881 2468 4180 8363 135432 0062� !(FLU! paver Job Tabb StrucluralEng1wering Project Ausm 2X client Phor FAX so[l ri E[evasian Sire Na I P. / WP conorol8 3297015.01.01 - Grapevine Branch Communication L L. KI1r A P. 8 ft K Pape 47 of 49 Date 20:58:17 10/02/25 Designed by btabb *P. Ra a P. K pp, Top Girt Design Data (Tension) Section Eleva[ian Sae L L. HIh A P. V. Ratio N, P. R l+ R in' K K i� A Tl 300-280 Lt 3/4xl 3/4x3/16 3503 3.169 ]83 0360 0068 156]5 T2 290-260 L13/4x13/4x3/16 5.126 4793 1146 0360 0226 15675 0014t T3 260-240 Lt 3/4x13/4x346 6750 6750 1509 0621 0449 20123 0.022t T4 240-220 L2x21/L 3/16 8375 8375 1676 0809 0685 26212 0.026t TS 220. 200 LZ#x1/4 10000 10000 19]0 0938 1058 30391 0035t Tb 200-180 1,3x3x3/16 11670 11670 149.1 1.090 1420 35316 0.0g0t T7 180. 1J0 1,3x3x1/4 13419 13417 1731 1440 1684 46.656 0036t T8 170-160 L4x4x114 14229 14229 1366 ]940 ]88] 62856 0.030t 15 160-150 14x4x1/4 15042 15042 1444 1940 2086 62856 0.033t T10 150-140 L4x4x114 15356 15856 1522 1940 2290 62856 0.036t TIl 140-120 L4x4x1/4 16670 Ib b]0 1600 ]940 2756 62856 0044' T12 120-110 2L3x5x3/8x3/4 18292 18292 2598 5720 3030 185328 0016t T13 110-100 2L3x5x3/Sx3/4 19146 19146 2719 5720 3279 185328 OOlBt T14 100-80 2L3x5x3/8x3/4 2000D 20000 284.0 5720 3818 185328 0021t T15 80-fi0 2L31/Zx6x3/8x3/4 21708 21708 2639 6840 4668 221516 0021t Tlb 60-40 2Lix6 i/8x3/8 23458 23458 2406 7220 6223 233928 0027t T17 40-20 ZL3x5x3/Sx3/8 26917 13458 3822 5720 6515 185328 0035t a,/v ja - Mg T18 20-0 L3 It L31/2x6x5/16 30010 30010 3614 2870 8363 92988 0090t I P. l VP controls !(FLU! paver Job Tabb StrucluralEng1wering Project Ausan,T client Phow FAX 3297015.01.01 - Grapevine Branch Communication Pape 48 of 49 Date 20:58:17 10/02/25 Designed by btabb Section Capacity Table section id-onan Conymnoe Sue Cnacv! P op� % Pass 1„ j[ Type Element K K Copvcvy Fail ,17( 300-280 Leg V4x4x3/8 2 -3926 101811 39 Pass T2 280-260 Leg V5x5 /8 43 -13023 125424 104 Pass T3 260-240 Leg V5x5xl/2 74 -25784 1"694 157 Pass T4 240-220 Leg V6x6 ]04 -39540 195713 202 Pass T5 220-200 Leg V6x6xV2 128 -61050 195709 312 Pass T6 200-180 Leg V6x /16 152 -81991 218604 375 Pass T7 190-170 Leg V6xbx5/8 176 -97126 252405 385 Pass TS 170-160 Leg V6x6x5/8 191 -108519 252457 430 Pam T9 160-150 Leg V8x8x9/16 206 -120325 317560 379 Pass T10 150-140 Leg V8x8x9/16 MI -132089 317587 416 Pass TIl 140-120 Leg V8x /I6 236 -1589% 317637 500 Pass T12 120-110 Leg V8x8x3/4 263 -174769 418022 418 Pass T13 110-100 Leg V8x8x3/4 278 -189121 418050 452 Pa. T14 100-80 Leg V8x8x3/4 293 -220214 418099 527 Pass T15 80-60 Leg V8x8x1 320 -249202 269029 926 Pass T16 60-40 Leg V8x8x1 332 -263335 466025 565 Pass T17 40-20 Leg V8x8x1 347 -279 W7 468905 595 Pass T18 20-0 Leg VSs8x1 362 -288276 340.624 846 Pam TI 300-280 D-go LI 1/2x11Q 116 7 -0521 10630 49 Pass 9.7 (b) T2 280-260 Diagonal LI 1/2x11/2x3116 50 -1635 5518 296 Pass 29 9 (b) T3 260-240 Diagonal L2x11/2x3/16 80 -1906 5.819 328 Pam T4 240-220 Diego L21/2a2x1/4 110 -25% 11205 232 Pass 28 0 (b) T5 220-200 Dlagonel L21/2x2s1/4 137 -3874 9974 432 Pass T6 200-180 Diagonal L3xxl/4 161 -5030 19128 263 Pass 54 2 (b) T7 180-170 Ding L2x2x1/4 182 9489 M780 354 Pass 49 5 (b) TS 170-160 ILagonal L2x2x1/4 197 10091 M780 377 Pa. 471(b) T9 160-150 Diagonal L2 V4 212 10745 26780 401 Pam 50 2 (b) T10 150-140 Diagonal LI 1/ 11/2x1/4 227 11024 18199 606 Pass T11 140-120 Dmgoml L2 1/4 242 12507 M780 46.7 Pass 584(b) T12 120-110 Diagonal 2L21/Px2 46x3/4 269 16154 45861 352 Pa. 35 5 (b) T13 110-100 Diagonal L21/2x2s3/16 284 14744 228% 64.4 Pass 70 6 (b) T14 100-80 Diagond 2L21PLdXd V2JIW14 311 16970 68684 247 Pass 30 5 (b) T15 80-60 Diego 21AAxl/4x3/4 326 21002 120069 175 Pass 43.0 (b) T16 60-40 Dagoml 213x /IftM 338 9938 52187 190 Pass 30 7 (b) T17 40-20 Diagonal 213X 116x7/8 353 12335 52187 236 Pass 38 2 (b) T18 20-0 Diagonal L4x4x1/4 368 8104 60034 135 Pass 332 (b) Tll 140-120 Hoeixoetal L4x4x1/4 249 -9426 13415 703 Pass T14 100-80 lbcixontal 213x5x3/8x3/4 304 -13927 32972 422 Pass T7 180-170 Secondary Dmizoalel L4x4x1/4 188 -1684 19167 88 Pass T8 170-160 Secondary Dorizo L4x4x1/4 202 -1881 17610 107 Pass T4 160-150 See ndary Doozo W L4x4x1/4 218 -2086 16234 128 Pass T10 150-140 Secondary Dorizontel L4x4x1/4 232 -22% 15012 153 Pass a "ToWer Joy Pape 3297015.01.01 - Grapevine 49 of 49 Tabb StracrpralEegiaeeriag Protect Date 20:58:17 10/02/25 A.an, TX client Designed by Phow Branch Communication btabb FAX.' 3ecrtan Elena( cb vtt nae SSze Cnaml P OPaa. % Pass No f[ Tj mme K K C�dy Fail Tll 140-120 SI darp Hinizaolel 2L31Yh31/2x1/4x12 250 -2756 37331 74 Paso 74(b) T12 120-110 Secondary HmizOnW 2L5x3 /8x3/8 274 -3030 45636 66 Pam T13 110-IN SeCMldary Hmaontal 2L5x3 /Sx3/8 299 -3279 42159 78 Pass T14 100-80 Seconday Hmiz®tal 2L5x3x3/8x3/8 307 -3918 36261 105 Pass T16 60-40 Secondary Hoizontal 2L6x4s3/WA 343 -6= 6 1" 94 Pam T17 40-20 Secondary Horizontal 2L5x3x3/Sx3/4 358 fi515 10570 616 Pass T18 20-0 Secondary Houzontel L5x5x7/16 373 -8363 15485 540 Pam TI 300-280 Top Get L13/4.13/4x3/16 4 -0068 13652 05 Pass 10 (b) T2 20-260 Twoet Ll 3/4.13/4x3/16 46 -0226 6656 34 Pa. T3 260-240 Top Gut Ll 3/4.13/4X/16 76 -0447 5.1M 88 Pass T4 240-220 Twoet L2 1/2x3/16 106 -0685 6668 103 Pa. T5 220-20 Twoet L2 1/4 130 -1058 5107 207 Pass T6 200-180 Top Gut L3x3 116 154 -1420 9007 158 Pass T7 180-170 Top Girt L3x3x1/4 178 -3.104 9498 327 Pass T8 170-160 Top Gut L4x4x1/4 195 -7750 18342 423 Pass T9 160-150 Twoet L4x4xl/4 210 -8.154 16883 48.3 Pass T10 150-140 Top Gut L4x4x1/4 225 -8187 15589 525 Pass Tll 140-120 Top Gut IAx4x1/4 240 -8.825 14438 fill Pass T12 120-110 Top Girt 21,3x5 /WA 267 -12138 9 527 302 Pass T13 110-100 Top Gut 2L3x5 /Sx3/4 280 -12552 37743 333 Paas T14 100-80 Twoet 2L3x5s3/WA 295 -13343 35236 379 Pass T15 80-60 Twoet M31/2x6x,Sx/4 322 -15322 47353 324 Pass T16 60-40 Top Gut 2L4x6x3/8x3/S 334 -13572 57553 236 Pass T17 40-20 Top out 2L3x5x3/8x3/8 349 -8647 n119 307 Pass T18 20-0 Top Gut L31/2x6x5/16 364 -9712 23982 4 5 Pass Sa Leg(T15) 926 Pass Diagonal 706 Pass (TH) Horizontal 703 Pass cril) S dary 616 Pass Hoizontal Cl7) Top Gut 61.1 Pass (Tll) HoffG er 706 Pass RATING= 92.6 Pass APPENDIX B Additional Calculations Project Number: 3297015.01.01 Site Name: Grapevine Subject: Foundation Reaction Comparison ITIA Revision I H jApply Section 15.5? Yes 1 Original Design Load Type Reaction Un/Factored Global Moment 13187 k-ft Factored Global Shear 99.0 k Factored Global Axial 112.8 k Factored Max Leg Comp. 485.5 k Factored Max Leg Uplift 373.3 k Factored TS Ew TABB STRUCTURAL ENGINEERING Current Analysis Rating Reaction Un/Factored 7447 k-ft Factored 53.8% 52.3 k Factored 50.3% 101.16 k Factored 85.8% 286.8 k Factored 56.3% 189.7 k Factored 48.4% Original Design Reactions Source Document:I Post Mod SA by TES #50475 - 7/23/18 1 APPENDIX C Additional Information ASCE ASCE Hazards Report NABIIGN S XIFY Of CA ENG NUM Address: Standard: ASCE/SE17-16 Latitude: 32.971 No Address at This Location Risk Category: ll Longitude:-97.125056 Soil Class: D- Default(see Elevation: 569.6069594314903ft Section 11.4.3) (NAVD 88) ti l � I� - J• 1 ' Ch t Wind Results Wind Speed 106 Vmph 10-year MRI 74 Vmph 25-year MRI 80 Vmph 50-year MRI 86 Vmph 100-year MRI 91 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Mon Sep 22 2025 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. i ore/ Page 1 of 3 Mon Sep 22 2025 NABIPJN SWIEP'CPCI4ILE\6Maie Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: Ss : 0.104 St 0.054 Fa : 16 F, 2.4 SMS 0.167 SMt 0.13 So, 0.111 Seltrpic Design cEegary:l:iynse SpectW 016 014 012 010 0 00 am 0.04 am Ria Dos am 0.02 ON Dos &04 0m r 6z(g)vs I(s) MCER Vertical Response Spectrum 0.5 1.0 15 Sa(g)vs T(s) Sot TL PGA: PGA M Fvsn la C, 01, 01 a( 0.1 0.( of o.av o.oeo 0 ass 0 050 0.045 0.040 0005 0000 0 025 0 020 2a 0.087 12 0.051 0.081 1.6 1 0.7 De,)gn %ppon�pr Spectrum Sa(g)vs I(s) Desion Vertical Response Spectrum SA) vs T(s) 14 Data Accessed: Mon Sep 22 2025 Date Source: 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. httos Ilasceha ardtool oral Page 2 of 3 Mon Sep 22 2025 E NAfflMIN 50CIEtt OF CMl EN31N®6 Ice Results: Ice Thickness: 1.50 in. Concurrent Temperature: 15 F Gust Speed 30 mph Data Source: Standard ASCEISEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Mon Sep 22 2025 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rein with Concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures Concurrent with ice thicknesses due to freezing rein. Thicknesses for ice accretions Caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE Hazard Tool is providetl for your convenience, for inlorrnational purposes only, and a pmvided "as is" and wthout warranties of any kind_ The location data included herein has been obtained from irrtonnation developed, produced, and maintained by third party pmmdem; or has been extrapolated from maps irlcorporatetl in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any mpmsentations or wamanties as to the accuracy, completeness, reliability, currency, or quality of any data Provided hemin Any thirdTarty links provided by this Tool should not be construed as an endorsement, afiliabon, relationship, or sponsorship of such third -party Content by or Mom ASCE ASCE does not intend, nor should anyone interpret, the results Provided by Nis Tool to replace the sound judgment of a competent Professional, hating kninMedge and experience in the appropnate field(s) of practice, nor to substitute for the standard of care required of such Professionals in interpreting and applying Me contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all nsks associated wrfh your use Under no anormlanom shall ASCE or Us officors, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages Nosing from or related to your use of, or reliance on, the Tool or any information obtained them n To tie fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature Basing out of or resulting from any use of data provided by the ASCE Hazard Tool CITY OF GRAPEVINE �yTWE5N.M. �WGWQUn(J CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE CITY APPROVEDff5m V1fEPT ON THE JOB 11/12/2025 10:47:24 AM BY: KELLY TAFT TSBPE: 1-3971 BUILDING INSPEcngx DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-01`-WAY ALL CHANGES MUST BE APPROVED. nos_//ascehazardtoofom/ Page 3 of 3 Mon Sep 22 2025