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HomeMy WebLinkAboutCOMA2025-004177 ECEIVED: 11/03,'2425DATE OF ISSUANCE: 25-004177 "AT&T" 1501 GAYLORD TRL, 1 . .... . CELL TOWER MODIFICATIONS PERAHT #: .. . . ....... 1501 Gaylord Trl., 1 Grapevine, TX 76051 BLOCK: N/A SUBDIVISION - CURRENT MAILING ADDRESS: 1890 Suncast Lan, Batavia,, 1160510 crry/STATE/Zlp: Batavia,, Il 60510 PH: 9 224 639-34,114 PROPERTY OWNER: AT&T CURRENT MAIGLING ADDRESS: 16221 NE 72ND WAY, RTC 3 C1TY1STATE/ZjP: P.O. BOX 97061 REDMOND, WA 98052 PROJECT VAILUE: S 15000 �.l u 3 10.14 x D1 114 WHAT TRADES WHL BE NEEDED? �.,. �­ �, ­r, 1 nuo ELECTRIC PLUMBING . " i­ . x DESCRIPTION OF WORK TO BE DONE: Cell TOwer MOdIfications USE OF BUILDING OR STRUCTURE: Cell Site Roof Top Fax# E� City of GrapevineCommercial PO Box 95104 Alteration, M Grapevine, Texas 76099 817) 410-3166 Project Project Description: Installing Cell Tower on Roof Top [ELECTRONIC REVIEW],,Y Issued on: 11/13/2025 at 8:37 A ADDRESS INSPECTIONS 6 1501 Gaylord Trl., 1 Grapevine, TX 76051 1. Special Inspection 4. Final Fire Dept Inspection 2. Building Energy Code 5. Landscaping LEGAL 3. Building Termite Verification 6. Building Final Opryland Addition Blk n!a Lot 1 INFORMATION I L PERMIT HOLDER **APPLICANT NAME (Individual) Ar(el Keiner Donald Cherry " **APPLICANT PHONE NUMBER 224-639-3490 Masten Network Solution s, LLG APPLICANT E-MAIL (636) 262-2949 **NAME OF BUSINESS Mastec Network Solution LL ! VALUATION 15000 • Donald Cherry What is use of Building/Structure? Hotel with a roof top cell site Mastec Network DOCUMENTS - MISC 01 25-004177 - APPLICATION.pdf Solutions, LLC DOCUMENTS - MISC 02 25-004177 - PLAS.pdf (636) 262-2949 ZONING DISTRICT PCD OWNERS APPROVED TO ISSUE ELECTRIC YES • Hotel Opryland FEETOTAL PAID TENANTS • Gaylord Texan *Building Permit Fee (Value) $ 283.00 $283.00 $ 283.00 Building Permit, Plan Review $ 13.95 $ 183.95 $183.95 TOTALS $ 466.95 $466.95 $ 0.00 I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND AiRK WILL BE PERFORMED Ai-r COMPLIANCETHE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN OF `A+ ORDINANCE + CONSTRUCTION. r iir THAT THE ISSUANCE OF DOES NOT+ OR AUTHORIZE ANY i' ' i OF ANY it OR ORDINANCE OF OF -+r FURTHERMORE r - r THAT PLANSAND SPECIFICATIONS + RE NOT r FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT THE DESIGN PROFESSIONALOWNER IS RESPONSIBLEFOR OBTAINING Page 1/2 MYGOV.US 25-004177, 11/13/2025 at 8:37 AM Issued by: Amanda Robeson r i ' 17 SUCH APPROVAL FROM THE. APPROPRIATE STATE AND OR FEDERAL ANCY(). i Signature Building - Commercial Alteration Project # 25-004177 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. "ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. ) City Approved Stamped Plans must be on -site for ALL INSPECTIONS. 3) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION METRO (17) 1 - 010, CUT OFF TIME FOR A.M. INSPECTION IS 7: 0 A.M, --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. > PERMIT ISSUED IN IT APPLICATION IL IN THISOFFICE. Page 2/2 MYGQV.US 25-004177, 11/13/2025 at 8:37 AM Issued by: Amanda Robeson ------------------------------------- REVIEWED By Royce JFn C)dobef 3, 2C251 mffzlm��� U= Site ID: Site Number: S it'a ite Name: 902= B+T Group 1717 S. Boulder, Suite 300 Tulsa, OK 74119 (918) 587-4630 towersupport@btgrp.com DXL06195 10061469 Gaylord Texas 174450,001.01,0005 MasTec Network Solutions Site Data: 1501 Gaylord Trail, Grapevine, TX, 76051, Tarrant County Latitude 32.954690, Longitude -97.064300 166' Rooftop Existing Frame Mount B+T Group is pleased to submit this "Appurtenance Mount Analysis Report" to determine the structural integrity of the antenna mount on the above -mentioned structure. The purpose of the analysis is to determine acceptability of the mount's stress level. Based on our analysis we have determined the stress levei for the mount under the following load case to be - Existing + Proposed Equipment Now "wo � <qTe I lot'ht, fm'raJ Sufficient Capacity (Passing at 64,0% with This analysis has been performed in accordance with the 2018 International Building Code based upon an ultimate 3-second gust wind speed of 106 mph, Applicable Standard references and design criteria are listed in Section 2 - Analysis Criteria, All the equipment proposed in this report shall be installed in accordance with the drawings for the determined available structural capacity to be effective, We at B+T Group appreciate the opportunity of providing our continuing professional services to you and MasTec Network Solutions- If you have any questions or need further assistance on this or other projects, please give us a call. —e ;-7 A ... ....... .. .. .. .. .. .. .. .. .. z 0 %0 < d '0 VA L 0 -<O C) W W 1� A .......... ........ . ..... .... September 25. 2025 Site No. 10061469 Page 2 1) INTRODUCTION 2) ANALYSIS CRITERIA Table I — Proposed and Existing Equipment Information Table 2 - Documents Provided 3) ANALYSIS PROCEDURE 3, 1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 — Mount Component Stresses vs. Capacity 5) REQUIREMENTS 6) APPENDIX A RISA-3D Output 7) APPENDIX 8 Additional Calculations x Site No. • Page 3 The structural analysis was performed for o accordance with the , StandardStructural for Antenna Supporting• Turbine Support + A: 0iMount Categoryusing a 3-second gust wind speed of 106 mph with no ice and 30 mph with 1 . 5-inch escalated ice thickness. Exposure Category B, Risk • appliedIn addition, the frame mount has been analyzed for various live loading conditions consisting of a 0-lb man live load r locationsman live load applied individually at mount pipe • a 3-second gust of 30niph. The mount was direction.analyzed under 300 increments in the wind The analyzed loading is detailed in Table 1. . Loading RAD Center PositionA-! t}r, IVE(aet�ar�er o�ie[ 1 "°ye �No�te 3 3 Ericsson AIR 6472 B77G B77M 1, 6 1 3 Commscope NNHH-65B-R4 2° ' 5 3 Commscope NNH4-65B-R6H4 141 2 6 Commscope CBC426T-DB-43 4T 6 Commscope CTX41727T-D -43 3 Proposed4 3 Raycap DC3-48-60-8-1086F 3 Ericsson 4890 B25/B66 Ericsson 4490 135t1312A 4 6 Commscope CBC426T-D-43 6 Commscope CTX41727T-D -43 3 Ericsson 4478614 3 Ericsson RRU -32 E30 Existing - - 6 Raycap DC2-48-60-0-9E 5 1 Raycap DC6-48-60-18-8C-ESP 2 Raycap FC12-PC6-10E i € -.)c) 6.f3ottw n fgot(� (1) Proposed Anterina to tar.x insta€Ipc1 on the Pioposed Mount Pipos. (2) Pmpospct Antenna icy be installed on the. ex€string Mount Pipes. 4 3'g Proposod Equipment to the installed on the Mount. (4) Proposed Equipment in be installed can the Ground, (5) Existing Equipment installed on the Ground. (6) Antenna Azimuths- Alpha- O , Beta- 0 Gamma- 22 ' DE130 SNTX0022971 MRNTX06951 _100 146 Final Accepted- Existing Leading 24250916 040920 t1) — DE130 Proposed Loading RFDB FORROF0301KOW Rev B CDs by B+T Group Structural Analysis Report of Antenna Mount Mount Analysis Report September 25. 2025 Site No. 10061469 Page 4 Remarks Reference. Source Date: 07/24,12025 On File 22MM fvlasTec Network Solutions On File RISA-3D (Version 22,01). a commercially available analysis software package, was used to create a three-dimensional model of the mount and calculate member stresses and deflections for various loading cases, Selected output from the analysis is included in Appendix A, 00EXEM= The mount was built in accordance with the manufacturer's specifications. The mount has been maintained in accordance with the manufacturer's specifications and is free of damage. The configuration of antennas and other appurtenances are as specified in Table 1 All mount components have been assumed to be in sufficient condition to carry their full design capacity for the analysis. Mount areas and weights are determined from field measurements. standard material properties, and/or manufacturer product data. The following assumptions have been included in the analysis of the mount: Component Section Length Note Existing Mount Pipes 2" Std, Pipe 91-0- In Pos. 1 & 5 Existing Equipment Pipes 2" Std. Pipe 4'-0" in Pos. 2 Existing Unistrut P1000 3'-0" In Pos. 4 6, Each Mount pipes are attached to aluminurn tubes using (4) 1/2" threaded bars and double nuts. 7. The aluminum tubes are attached to window posts using (4) #8 screws on interior and (2) #8 screws on exterior posts, 8, Serviceability with respect to antenna twist, tilt, roll or lateral translation is not checked and is left to the carrier or tower owner to ensure conformance, 9. All prior structural modifications, if any are assumed to be correctly installed and fully effective. 10. All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report, 11. The following material grades were assumed (Unless Noted Otherwise): a) Connection Bolts ASTM A325 b 1) Steel Pipe ASTM A53 (GR. 35) c) HSS (Round) i ASTM 500 (GR. B-42) d) HSS (Rectangular) ASTM 500 (GR, B-46) e) Channel ASTM A36 (GR, 36) f) Steel Solid Rod ASTM A36 (GR, 36) g) Steel Plate ASTM A36 (GR, 36) h) Steel Angle ASTM A36 (GR. 36) i) UNISTRUT ASTM A570 (GR. 33) j) #8 Screw Fu= 150 ksi This analysis may be affected if any assumptions are not valid or have been made in error. B+T Group should be notified to determine the effect on the structural integrity of the antenna mounting system, DZMUMNE�� Table 3 — Mount Component Stresses vs. Capacity Notes Component Elevation (ft.) % Capacity* Mount Pipes Face Horizontals Unistrut threaded rods Connection Screw Note �"Jp& ftV Cm keqwkernolts gyp' tod m Sor' ion b September 25. 2025 Site No. 10061469 Page 5 140 14.9 Pass 140 26,8 Pass 140 16,5 Pass 140 48,0 Pass 140 64.0 Pass The existing frame mount has sufficient capacity to carry the existing and proposed loads and is in compliance with the ANSI/TiA-222-H standard for the proposed and existing loading, (Refer to the RISA output for the specific members), 1. Install (.1 per sector, 3 total') new 2-1/2" Std. x 10'-0" long Better Metal Part# IBPP-278120 ANT. 57590) or conmat approved equivalent antenna mount pipe attached to the face horizontals using existing or similar connection in Pos. I September 25. 2025 Site No. 10061469 Page 6 Y "X LEnvelope Only Sollubor, B+-Grou IIIRISA T p his 1 174450Mt01,0005 10061469 - Gaylord Texas S K-1 S p ep 20, 2025 at 03:58 PM 174450_001010005Ga3 Y "X w LEnvelope Only Sollutrior, ISA his B+-T Group IIIR 1 174450Mt01,0005 tk, W44 ^ \ ^� / � § 10061469 - Gaylord Texas K-2 _p 22025 at 0159 I Pk 1744 50_001 -01-0005-Gayl— Y "X LEnvelope Only Sollubor, ISA his B+-T Group IIIR 1 174450Mt01,0005 10061469 - Gaylord Texas K-' - ep 20. 2ID25 at: PNI 174450_001 -0 1-0005-Gayl Y z "X Loads BL.0 I Dead Envebpe Oniy SoGuor IIRISA S-T Group NIS 174450,00£01,0005 [ SK-4 P , S P'202025 at 03:59 PM '1744 "0_001 —01-0005_Gayl Loads BL.0 2 0 Wwd Envebpe Only SoGt*r IIRISA B+T GrOUP NIS 174450Mt01.0005 10061469 - Gaylord Texas SK-5 I Sep 20, 2025 at 04-00 PNI 174450_001010005Gayl,. Y "X Loads BLC 5 90 IPJ nyZ Envelope On�y SoUfor ,To rup, tIS IIRISA - NI 1174450,00t01.0005 10061469 - Gaylord Texas SKa o p2.2025 at 04:00 PNI 744 1 50001 1 _-01-0005—Gayl—j Menibef Code Checks Dsplayed (Enveb,,)ed) Envelope Only SoMion IRISA I B-T Group INIS 174450.00121,0005 Code Check «nv) NoC aic , , 0 90.1 0 75-90 50-75 0- 50 SK-7 Sep 20. 2025 at 04:00 PfA 174450001010005Gayl Y Z Member Sheaf Checiks Dispyyed % nveloped Envelope Only Solutcr, Shear Check iEnv') No Calf: > 1 0 go -I 0 75. 90 50-75 0 .so B-TTG7,o-up 10061469 - Gaylord Texas SK-8 |ms|ep 20. 2025 at 04:01 PM F — �s I 174450Mt01,0005 1 1 174450001 01 _0005_Gayl Company B+T Group 9202025 IIIRISAJob Designer NIS 4:04A4 PM Number 174450,001,01MO5 Checked By: Model Name 10061469 - Gayloi d Texas Node Coordinates Label X Ift] Y Ift] z Iftl From Diaphragm -6,75 2,75 0 2 3 0 0 5 675 2.75 0 4 b, 7 5 0 0 5 17 -2,2 5 -Z25 "'2"- ---- - - 2.75" --- --- " _0 7 2i -- 2, 23 0 0 9 10 25 26 -5,25 - 2,75 0 0,333333 -5.25 0 0,333333 13 29 -5.25 6.75 0.333333 74 30 -5.25 0.333333 g15 31 5,2 i 2 75 0 "1"0 32 5 -0,33� 333 3 1� :33 5.25 t1 0 T8, 34 S, 2 5 f1 0.1333333 1 f) 35 5.25 1 6.5 0,333333 To ... . ........... 36 -2.5 ............... 0-333333 21 37 0 035 2.75 ..................... ................ i333 ....... ---- 1 .1-1111-.. - 1.11,111,111-11 �� - 1.111,111, ..... . . ........ .. .. .. .. .. 3 It (175 0 0 24 40 075 5 . . ........ 41 ..... 0,75 ....... . ..... . . ..... --. 7,375 .. --- ......... 26 42 1.)-75 -2,625.... 0�3331iXi .......... ... .. ... ... ..... ....... . ..... ... . .875 03333,13 . . 29 45 -1.25 215 0 3( 4(i -1.25 2.75 0 333 �3'i'3, 1 47 -1,25 52 ' 48 '75 33 311 49 50 �L75 Y 2,75 0,13,315" �313� 2,75 ............... ....... .............. g, . 0,333,333 2,75 13, 7 5 0.3333"" 2,75 -0,25 -------------- 0,333,333 5 0 0 40 63 5,25 Z 3 7 5 0,131,313333 41 :42 64 N4' 3 5.25 0,7 5 0.0625 0,31333313 (T-1--l- , 3 3,,'� X i3 N44 075 2375 0,333333 44 OJ333,33 Node Boundary Conditions Node Label 1 17 A Reaction 2 1 cl Reaction Reaction 41 7 Reaction 51 3 Reaction ,61 1 Reaction 7! 21 -] Reaction Reaction ..................._Reaction Reaction Reaction Reaction Reaction Reaction 7— Reaction Reaction I Reaction Reaction Reaction Reaction Reaction Reaction ZRot Lk-ftif ad] Reaction Reaction Reaction Reaction Reaction RISA-3D Version 22 174450001010005_Gaylord Texas-T... Page 1 Company B+T Group 9202025 111RISAJob Designer NIS 4:04.44 P%,1 Number 174450,001,01.0005 Checked By: Model Name 10061469 - Gaylord Texas Node Boundary Conditions lConfinued) Node Label X fk�irij Y ffUinj Z lk/inj Y Rot fk-fthadj Z Rot jk-ftl`radj 81 23 1 Real-tron i Reaction j Reaction j eaction Reaction Hot Rolled Steel Provenies Labol E,L�slil­­ jksrj Nu Thomn. Gooff, [195' Yjokl Iksij ley Fri Iksij fit 1 A992 F)LU, 29000 111 EA 0.3 O65 _Pr4nsity 0,49 .50 ill 65 11 2 A36 11154 0.3 0�65 OA9 36 1, 5 58 1,2 7, ,3 A572 Gr.50 29000 11154 0.3 U5 0.49 50 4� 1.1 r lay 1.1 4 A500 Gf.B RNO 29000 I 11154 0.3 0,65 o,527 42 A 58 1,3 L5 A500 Gr,B RE 03 0,65 0,527 46 1.4 58 1.3 6 A5oQ RND 2u000 1 11154 o3 065 0527 46 i32 i �7 R EC 29000 111 FA 0,3 O�65 Q527 62 1,3 8 A53 Gr,B 2�l000 0.65 0,414 3S I I _6 A 0 29000 111FA 03 ....... LY65 0,49 _7 _i 50 1.4 -11 6 5 (4)_A�13G03)r 110 9 1 � � GI. 6)5 zwoo it 15�1 0�13 0-65 T 80 I'l Cold Formed Steel Prooerries Labol E lksil G lksil Nu Thotim (,00ff, lio-F 11 Donsity[kJtl Yir4d(k�,rj F u I k­.i i I 29500 0,3 3 4 5 1___A(J53 SS r 1501 r 2(i5(K 340 65 mmrw_r. E [k,.oj, C4jk ij, Nu Therm, (.,00ff Tabro BA Fh I si Fly lksil F% �y tk,,;i kt ]Fsu lksij GI 1 3003-H14_11010W,3,M,- 6_x3 1"13 Q 173 Table B, 1 19 '1 141 4 3 60 ................ 0,313 1.3 13 .... .... ..... 0173 Tablo B_'4­ ....... ... ... OA73 Table BA-2 r) 1 22 35 i (i 2,1 i(i 3 ...... . .... . .... 141 141 1 4 A 60 T 1 100 �378TS 0.,' 13 . ... .... ......... .... ....... . 1 �3 . . .. ........ 0. 173 T�iblo, BA-� 25' It )Oz,)2-H'4 1020W13787,5 Q_i, '3 1 3 017, 3 Tablo 6.4-1 1 34 26 24 20 141 6-1 10100137,37.r) 0_133 3 I, I 17,3 Ifable B 4-1 1 1 24 15 15 15 141 Not Rolled Steel Section Sets Labot shapf- TyfxDosip i List Malef rai DosTp RuIoAwa itn'l ryy irn'] W jin'l J Lin"I 11 E-NIPI PIPE 2J3 (110401,111 Pi A53 I I I,02 (3.627 0 627 1,25 ,-2F P-MP2 �iPIPE 2 5 i( I 10iq Pipe' A53 (.;i,B Typwal 1 1.61 Cold Formed Steel Section Sets Labol shapo Typ,�. sign List Material Design Ruf(:,� Area jinl lyy [will izz tw)'J, J fin 41 ­, J- --- -, ­� ­ I—, I-- I P1000 C,01L)Mn I C, 1 1 , _Pw N I A6133 SS (763 one Typical 0,517 - 0165 0,222 0,002 Aluminum Section Sets Labol Shape Typo Des inn Material Design Rule Area [in"I iyy jinlj Izz 10,11 J [In") NiF.H1 RT,2X2XO,125 Beam 'RT2Xb �'R n War Tube Rectan War Tube T 6061-T6 t i(��l TV" -'a _�8 O�QI3 0 '9 0 '55 - 2 �187, 0,552 0,824 -Vl o Irl MF 1 5 Colurn, �21 - W.12 Recta a Tub,, jjQuj I ,ctarrqulai Tub,-, -T 061 T6 0 C 6� 6 Typ�icall,�?44� 17.5 5�59 RISA-3D Version 22 1 174450001010005Gay4ord Texas-T... Page 2 Company B+T Group 9202025 Designer NIS 4:04.44 P%,1 111RISAJob Number 174450,001,01.0005 Checked By: klodel Name 10061469 - Gaylord Texas Member Primary Data Label I Nodo, J Node Rotate.(deq) Section/Shape, Type Design List klaterrat D,-.sign Rule 1 1 3 7 i MF-HI Beam Rectan ular T ubeii 6061 J6 i rcal 2 2 1 5 MF-H1 Bean) Rectar , q�l ('5061 J6 T Lkj _U_ qt___ 15 25 26 RIGID _j None D fcal 16 —27 28 RIGID ---K—one —None. RK30— ..T ical ....... .... . 5 17 29 30 E-MPI Column Pioq- A,53 6 18 31 t____32 None RIGO t4(-)n �� 16 33 RIGID None None RiGlD I ical -TYP 20 35 3.6 E-MP1-- Golumn Ps e A53-,Gr..8 T , iical 37 None, Rl('-;!D TYP-14-- 21 4) --No-fic"', None H(;1D "al 11 23 41 42 P-MFP2 GOILOon --PA53Gr�,I&ical nn _- 12 24 13 8 (,1 liNTir" A(6-3 SS �33 I 25 45 13 4) RIGID Norio Norre RIGID 1-4 —26 47 48 -+—ii-160t�Nntle None RIGO Typi(,al 1 27 49 50 RIGID NonfL- No no R:K'7'!D I T W;a I N,,, fu 76 28 F, 1 52 Not to WGI �9 53 E-M�"i Goluinn Pi A53 I 4 P9 Typicai Member Advanced Data Label Wit Reloaso Physical Defffwt;on Ratk) ()ptiows Soisnw� DR jM N, ne 't Du� 1 yes DofaUft None Detault (00 " NA Not)(.) 3 15 4 16 1 Y(I% " NA None 5 17 Yos - NA None Npq - NA Yes NA Nono .. . .. .. .. .. .. .. .. .. .. . — 15) Y NA 8 20 yos NA " Nono 21 yos " NA - Nono 10 22 - NA - ............... NA None 12 2 F) Yes NA Norwe 14 26 ........... yes NA Nont) 16 28) Yos NA 1 Non�--.- , 11 -1-1-1, .......... . "-.1. 11-1-1-1 29 yes NA None - Hot Rolled Steel Dgs_iqn Parameters Lat)ul Shape �qriq�_'.ftj Lcomp top [ftj (,',hafirir11 Conn.- I!fl Function 17 Lbyy NIA NIA Lateral 2 20 E-NIPI 9Lb N/A �--N, A fl LatwTl —23 —P--MP-2 �A 10 Lbvv N NiA Lateral 41 29 E-NiPi 4 Lbvv G N. 1 N;'A Lateral Cold Formed Steel Desion Parameters Label Shape 24 Ci Length Ift] 3 Loomp top Iftj Function Lbvv Lateral IRISA-36Vetsion 22 1 1 74450 001 01 0005 Gaylord Texas I T. Page 3 Company B+T Group 920v2025 IIIRISAJob Designer NIS 4:04A4 PM Number 174450,001,01M05 Checked By: Model Name 10061469 - Gaylot d Texas Aluminum Design Parameters Label Shape Length fftj Lcomp top fftj Function NIF-Hl 13,5 L_!i� i Lateral 21 2 i %IF-H1 13,51 Lbyv Lateral I �­q Alember Point Loads 184,4; 1 D a . .. ........... 1vIen)br-,,f Lal)ol Dilection MagnitUdo [k�. k-ft Location [gas, 20 Y 0,039 %25 20 Y -0,039 %65 ............ 20 Y 0 0 4 20 Y 0 ............. Y 0 0 .. .. ......... .... Y ------- 7 23 _23 Y Y -0,046 - 65 23 Y -0 0 23 Y 0 1 17 Y -0.042 12 17 Y -0,042 13 17 Y 14 17 Y 0 17 _1 0 ji 2�4 Y 4012 17 Z) Y 0 18 29 Y ....... .. .. .. .. ...................... 0 29 e Y Y 2� . . . ....... ... y -0,021 24 Y -0,015 70 23 Y Y 2 5t .. .. .. .. ...... . .... ....... ..... .. Y . . . ............ .. . .... ...... 0 Member Point Loads ISLC 2., 0 Wind) Mvmbf,�( Lalgol Diw;w)n 20 z z z 4 20 23 23 10 23 11 17 12 TJ 17 T4 17 �15 17 16 29 17 29 18 29 i-9 29 z z z f- z z z z M Maqmitt do jk, Wt( Locat,w),11 1(1!1, 1,1�111)1)j _0118 %25 k) - 0 -0,118 0 0 0 -0.012 0 0 0 0 0 0 ',,20 0 0 RISA-3D Version 22 1 174450001010005Gay4ord Texas-T... Page 4 Company B+T Group 9202025 Designer NIS 4:04A4 P%I 111RISAJob Number 174450,001,01.0005 Checked By: klodel Name 10061469 - Gaylot d Texas Member Point Loads (BL C 2: 0 Wind) fContinued) klembpi Lat*l Ditection Magnitude fk, k-ft! Location [(fL 20.� .. . . . .... ...... . ___29 z 0 0 :21f z -0.015 11/620 22— 24 z -0,027 123 24 z 0 0 ,24 24 z 0 0 25 24 z 0 0 Member Point Loads fSLC 3: 30 Wind) tvinq'ibef Lab(A Ditedion N-lagnitudo [k, k-ftj Location jtfl%fl 20 z -0.125 %25 2 20 z -0125 %65 20 z 0 0 z 0 0 5 20 sh«yy -0,057 . .. . ....... 23 B z -0057 23 z z Z0 12 17 z 4 125 %30 1 7 z t).125 17 z 0 0 17 11 z 0 17 z 10 29 z z 0 0 ....... ..... . .. . 18 z 19 29 z 0 0 z 0 .. ............. ... ........ . ... , 21 24 z -0,013 "Q0 z -0,023 70 3 24 0 24 211 24 z 0 0 26 20 X -0072 25 X obi%65 X 20 0 0 3t 2f 3 X 0 -- ---- — - -------- 31 23 X -0.033 %35 .... . ... .... __'_ . - _ .- A X -0,033 �f-1 P32 ------ .33 23 X 0 c 0 34 23 X 0 0 X 0 0 4— '36 17 X -0,072 ,oX 37 17 X -0,072 %76 ........ ......... . . .............. . . ..... 138 17 X 0 0 39 17 X 0 0 f 17 0 0 29 X _0.008 %20 42T-2 9 X 0 0 29 X 0 0 A4 29 X 0 0 ,4529 X 0 0 24 X� -0,012 .......... 'a y'' I o'"rc­l' te'' x" 'a' s _'T, '''Page' 5" Company B+T Group 9202025 Designer NIS 4:04A4 PNI IIIRISAJob Number 174450,001,01.0005 Checked By: klodel Name 10061469 - Gaylord Texas MemberPoint I oads fBL C 3: 30 Wind) ............................................................................................................................................................................................................................ Member Label Diiecfion Magnitude lk- k-ftj Location Ift J) 47 24 X -U19 %70 48 24 X i 0 0 '49 24 X 0 0 -!)o 24 X 0 0 Member Point Loads fBLC 4: 60 Wind) tvlembes Label Drrecbon Magnitude (k, Otj LocaW)n Jt ft, 1 20 z -0,044 %25 2 ......20 z -('W44 .. ... .. z 0 20 z 0 0 20 z 0 0 - - ---------- 7 23 z 4021 8 23 z .......... .. . . ............ 2J 0 Z, ... " " , ---- " 0 23 z %-0 1 17 z -OAA4 3 12 17 z -0,044 17 z 0 17 z ............. 17 z z--l-1-1- 0 1 .. .. .. .. .. .. .. .. .. .. 17 18 29 0 29 z -.-. 1 -1-1 1111.11--, 1.- -1.1-1- -41-111-1- - --.........A . .... ... . . 29 z U 21 24 z -0A)08 ... ... .. ... .... . .. ... 24 . ......... ... . ............ 23 24 z ,24 z 0 24 zii 0 A, 20 X -0.077 %25 27 20 X -6.077 20 X 729 20 X 2-0 X -0,036 32 -WKO,� 23 X ::33 ...... 23 X 0 .... 34 23 X 0 35 23 X 0 0 ::37 17 X -0077 %70 �38 17 X 0 0 39 17 X 0 i 0 TO-17 X 0 0 -41 29 X -0,014 %20 72-29 X 0 0 431 29 X 0 0 as9 X 0 0 451 29 X 0 0 46 24 X -0,02 ',020 47 24 X -0,03 9 %70 �481 24 X I 0 0 RIBA-3D Version 22 [ 174450 001 01 0005_Gaylorci Texas-T... Page 6 Company B+T Group 9202025 Designer NIS 4:04A4 P%l IIIRISAJob Number, 174450,001,01.0005 Checked By: klodel Name 10061469 - Gaylord Texas MemberPoint I oads fBLC 4: 60 Wind) ............................................................................................................................................................................................................................ Member Label Diiecfion Magnitude lk- Oil Location Ift J) 49 24 0 X 0 '50 24 X 0 MemtLer Point Leads s {BL C 5 90, Windl Member Labi.A Diioctwn magnitude k-ftl Location [(ft, 20 X 1 %25 !2 20 X -0,041 11�065 3 20 X 0 Ci 4 20 X 0 0 5 20 X 0 0 . ........ ..... . ........... . . 23 ............ X 7 23 X 4028 %65 23 X 0tr --------------- - X 0 k 0 23 X 0 1) I 1 17 X -0JA1 0/1030 17 X ll,',,70 13 17 X 0 11 17 X 0 0 15 17 X I 0 N 0 16 2�7� X 20 .. . . ....... ....... .... .. 17 29 X 0 0 X 0 .. . .. .. .. .. .. ... . 1 29 X 0 20 0 21 24 24 X -0,038 V2�3 24 X 0 0 X 25 24 X 0 NO= klombef Lahoi Dimcfiw MaUnLtudO, Ik, Otl ",�)j 1 20 z 2 z 0,056 z 0 0 z 0 0 5 20 z 0 0 6 23 z 0.021 "035 7 23z 0 021 %65 7-8 —23 z 0 9 23 z 0 23 z 17 z U56 %30 '12 17 z 0,056 %70 T3 17 0 14 17 z J 0 0 T,5 17 0 40 1 fa 29 z 0.-006 �`020 T7 24 z 0 0 T8 29 z f 0 0 191 29 z 0 20 29 z I 0 RJSA-3D Version 22 1 174450 001 01 0005_Gaylord Texas-T, ., Page 7 Company B+T Group 9202025 Designer NIS 4:04A4 P%,l IIIRISAJob Number 174450,001,01.0005 Checked By: Model Name 10061469 - Gaylord Texas Member LabO Direction MagniVie [k, k-it) Location [£ft. 21 if 24 z 0.008 '�,,620 -27Y' 24 z 0,013 91J0 23 24 -Z 0 0 O �24 24 z 0 5- 24 z 0 26 20 X i -0,097 %25 20 X -0.097 28 20 X 0 20 0 20 X 0 - -------- 23 X -U36 %35 23 X 0 34 23 X 0 35 23 X 0 0 36 17 X -0-097 11�130 X -0 097 %70 17 17 X . . ...... ... X 0 39 17 s0 17 X 4 29 X -0,014 20 29 X .. .. .. .. .. ....... . .......... .. .. .. .. .. ... ......... . 31t, i9"' X 0 44, 29 X 29 X X -0,02 .... . .............. X -0�033 "vJ0 X 41) 24 X Member Point Loads fBLC 7: 150 Wind) Member Lat)O Drowtion Magnitudo lk, k-ftl Lr�cation [Ot, 20 z 0122 %25 2 20 z 0,122 3 20 z z 0,049 17 23 z 0.049 %65 23 23 Z-4— 23 z ....... ....... 17 z 17 z �l 41 17 z i5l 17 z 29 29 18 29 19 29 -20 29 24 z z z z z z z 0 0.122 0.122 0 I 0.01 0 0 0 0 0.013 O.023 0 ....... ........................ % "C70 0 0 0 0 0 %20 �,,)70 RISA-3D Version 22 [ 174450001010005_Gaylord Texas-T... Page 8 Company B+T Group 9202025 Designer NIS 4:04A4 P%,l IIIRISAJob Number 174450,001,01.0005 Checked By: Model Name 10061469 - Gaylord Texas Member Lat�el Direction MagniVie [k, k-It) Location [(ft. 23P 24 z I 0 0 14, 24 z 0 253 24 z 0 26 -27 20 X -0,07 —0 �")25 20 X 407 11%65 20 X 0 20 X 0 0 30 20 X 0 d 0 :31 23 X -0,028 %-35 ,,2 23 ------- 4 X -0,028 3 X 0 a4, 23 X 0 17 X -0,07 37 17-Cl. X 07 %70 38 17 X 0 39 17 X 0 To 17 X 29 X 0008 20 A2 � 29 X . .. . ......... 4,3 29 I 0 29 X ............. 29 .... ................... X 0 .. .. .. .. .. 0 46 24 X 7 24 X -0.019 X.. .. ......... X %1 24 X Member Point Loads (BLC 8: 180 Wind) klcmbo� Latx,,4 Magnitude jk. k-ftl Locatwn [(ft, 20 z 0,097 7 %25 20 z 0097 Lo z z 20 z z z 23 z 9 23 z 23 z z 12 17 13 17 z z 29 z 1 7 29 z 1 8 29 z 1 _4 29 z 0 21 29 z 21 i 24 z , 1�2 24 z 24 z ,231 24 24 z 0 N 0 0.097 0,097 0 %65 0 0 0 0,012 0 0 0 0 0 0 0 a0 0,015 %20 O027 g %70 0 0 0 0 'RIBA'-`3'D­V'e'r­s'ion 22, J-1, 7,4450-001-01,-000,5-Gaylord Texas-T.. Page 9 Company B+T Group 9202025 Designer NIS 4:04A4 PNI IIIRISAJob Number 174450,001,01.0005 Checked By: klodel Name 10061469 - Gaylord Texas Member Point Loads (SL C 8: 180 Wind) (Continued) Member Labei Direction MagniVie [k, k-ft) Location [eft. 25j 24,11- z 0 Member Point Loads (SLC 9: 210 Wind) %lombei Label --Magjlitucie,[k. Otj Locatior) i(fl, %,)I,_, ................. 20 z O. 122 %25 20 z 0.122 0 3 20 z 0 4 20 z 0 it 5 20 z 0 0 0,049 %35 7 23 %65 23 z 0 9 z To 23 0 17 QJ22 %30 z 0.122 T 3 17 z 0 14 17 z 0 ...... . .... .. I f) 17 z 0 0 T 9 z 0.01 9"'20 z z 19 29 z 0 :202. 2q z 24 4 0,013 %20 22 24 z 0,023 ,,,70 ........... 23 24 z z 1 0 25. 24 0 0 20 X 271�1 20 X OW 2R 20 X 0 20 X 0 0 30 20 X .. . . .. . . .. .. .. .. .. .. . . . . . . . . . .. ..... .. . . .... - - - - - - .... ...... X 0.028 3 5 32 23 X W)28 33 23 X 0 . .. . ..... .... .. . ... .... X 41 3� 23 X 0 0 17 X 0,07 '03, 37 17 e X 0,07 %70 38 0 17 X X 0 17 !7 X 0 41 0,008 %20 42 29 X 0 43 29 X 0 0 ;44 29 X 0 0 �46i ...... ------------ 24 X O012 20 8 471 24 X 0.019 %'70 9 49 24 0 0 g 5 24 X 0 a 0 I RI5A-3D Version 22 174450001010005Gaylord Texas—T. Page 10 Company B+T Group 9202025 IIIRISAJob Designer NIS 4:04A4 P%,l Number 174450,001,01.0005 Checked By: klodel Name 10061469 - Gaylord Texas Member Point Loads (SLC 10: 240 Wind) Member Cat Diection Magnitude Ik- k-ft], Location Ift 0' 20 z , 0,056 %25 Z z 0.056 3 26 z 0 4 20 z 0 4— 0 5 20 z 0 0 23 z ...... . ... 0,021 %65 8 23 z 0 0 23 z 0 , 2 3 1 17 z Q056 30 17 z O4)56 o70 -- ---- ---------- 13 17 0 0 T4 17 t3 4 0 15 17 z 0 76 29 z 0,006 17 29 z 0 25) z 19 29 z 0 ,20 24 5) ----------- .............. 0 2 z 1)(M %20 z 00A)I3 0 23 24 z �24 24 z 2 5 24 z 20 X R097 27 ZtM.A d$, 0,(Y)7 X 2 0 X 23 X 2,3 Z3` — X 23 X ............. 23 X 17 ............ X 17 X, 17 X 17 --------- ----- X 17 ............ ... . . . ... ... .... X — ----- -----29 X 29 X 29 29 29 X 24 X 24 X 24 X 24 X 24 X 0.0136 0,036) 0 0 %70 O�014 %20 0 ... . ...... 0 0 0 0,02 0'920 U33 %70 0 0 043 0 RI5A-3D Version 22 1 174450 001 01 —0005—Gayford Texas—T. .. Page 11 Company B+T Group 9202025 Designer NIS 4:04A4 PM IIIRISAJob Number 174450,001,01MO5 Checked By: Model Name 10061469 - Gaylord Texas Member Label Direction Magnitude i Ik- k-ft], Location Ift J) 20 X 0,041 %25 12 20 X 0,041 20 X 0 4— �4 20 X 0 0 5 20 0 !6 0,028 0-35 X 0.028 %65 X------ X 10 23 X 11 17 X 0,041 17 13 17 0 0— 14 17 X 15` 17 X 0 16 2, X 0.016 ',�,420 29 1) T13 X X-1 26 X 21 24 X 0,023 24 X ",70 2-4 dX ,24 24 X "25 24 X 0 ti Member Point Load LSLC 12 310q lWincQ Mott bof Label Magnifii(to lk, k-flj LoCatimi [�ff, 'Oj 1 20 z -0,044 z -0.04.4J. 65 3 20 z 0 z . ................................ 5 20 Z 0 0 2:3 z -OAJ21 35 . ............ . 7 23 w -0.021 %65 3 0 23 z 0 2' z 0 -'"0,'0'4""4 30 17 7-7 z 4044 ,')70 15 �20 �21 �23 24 17 z 17 z 0 -OM6 0 29 z 0 29 z 24 7 -0.008 24 z -0,013 24 z 0 24 z 0 24 9z 0 fo X U77 0 0 %20 0 0 0 %25 RISA-3D Version 22 174450 001 01 0005 Gaylord Texas_T,, Page 12 Company B+T Group 9202025 Designer NIS 4:04A4 P%,l IIIRISAJob Number 174450,001,01.0005 Checked By: klodel Name 10061469 - Gaylord Texas Member Point Loads (SLC 12: 300 Wind) (Continued) Member Lat4 Direction MaunitWe k k-ftl Location jift. E �40 41 �42 43 �44 ,45 47 N 29 2f) 22 24 241, 24 24 X ---------- 0,077 %65 X 0 d 0 X 0 0 X 0 0 ---------------X 0,036 X W)36 ."65 0 0 X 0 0 X 0 u0 X 0,077 X Q077 x 70 X 0 is X 0 0 hlemboi Label Di�ed�(m 1 20 z z 0 z 71 . 20 z 5 2 0 z y5. 23 z 23 z 23 z 23 z 23 z 1 17 z J2 ---Z 1 3 17 z 14 17 z zzz 1 2 13 2197 9 z 19 29 z w 221 24 23 24 ,24 t 24 25 24 126 20 27 20 281 20 k4allnitude Ik, k-RI J(Ift' -0,125 0 0 0 -0.057 -0657 0 0 0 0 0 4 125 %30 -a i 0 0 -0.01 0 z 0 z -0,013 0,023 z 0 z z 0 X E 0.072 X 0.072 X 0 0 %20 %170 0 0 0 "0 65 -0 RISA-3D Version 22 f 174450001010005_Gaylord Tgxas_T... Page 13 Company B+T Group 9202025 Designer NIS 4:04A4 PM IIIRISAJob Number 174450,001,01M05 Checked By: Model Name 10061469 - Gaylot d Texas Member Labef Direction Maglillitude [k._k-,ftj Location ji,ft, 20 X 0 0 20 X 0 1 1) "31 23 X 0,033 %35 32 23 X 0,033 33 23 X 0 0 34 23 X 0 0 23 X 0 0 1-7 X ),072 X 0,072 %70 381 17 X 0 39 17 X 41 0 X 0 29 X OJ)08 %Z X 43 29 X 0 0 ,44 2{) X 0 45 29 X 24 X O012 9,120 0 1 X %70 24 X ... ......... 24 X 24 X Momboi Labol MaqwtudO [K. Otj Lof,,Mtroti J�fl� )I ............... ................... . . 20 z -0-014 %25 .... . .... . ... . .. ""' " " ""' -- - --, - -4-, - ". - - " - -- I'��,�..'',�'..�111.11-.",..".�ll,��.,�11-11�.�'.."""".."..�,�,�.111I 2 20 z -0,014 . ......... 3 z 0 0 20 .. . .. ..... 20 z ... .. ..... . ..... . . .. ......... . ...... ... . ... .. 20 z 41 6 23 z -0.009 7 23 z -(YO09 23 z 23 z TO 2,1 z 11 17 z 4014 1 %30 z -0.014 i "c,70 17 z 0 14 17 z 0 0 ------------- - ---------- z 0 16 29 z 4003 - - - - - ------------ 17 0 0 0 29 0 0 29 z 0 90 121 24 z .0.003 %20 �22 24 z -0.004 ",,o70 23 24 z 0 6 24 z 0 0 24 z i. 0 0 RisA-3b version 22 1 174450 001 01 0005_Gaylord Texas-T... Page 14 Company B+T Group 9202025 Designer NIS 4:04A4 P%,l IIIRISAJob Number 174450,001,01.0005 Checked By: klodel Name 10061469 - Gaylord Texas Member Point roads f8L C 15 e 90 Wind wfice) Member Labpi Direction Magnitude [k.,-k-ftl 'Loca-fia 11) , M,_ �,Oj 20 X _4007 qo25 2 20 X -0.007 %65 20 X 0 0 74 20 X 0 0 5 20 —23 X 0 0 7-6-3 _T -0,005 %35 2,3 ,3 X 0 ­ . . 0 .. 0 5 %6 5 23 X - - ­---------- ::9 10 23 X 0 - --------- — --_-------- --------------- 11 17 X -0,007 i �`030 12 17 X _0.007 ... .. . .. ..... . .. ..... . . . .... . .. ... .. . .... 0 a13� 17 Ct 14 17 X )5 17 X 0 X------------ 17 29 X 0 18 29 X 19 29 X 0 0 To X 0 24 X o.664 "U0 22 211 X Zi 24 X f 0 X 25J Xi 0 Member Point Loads &Lg 16: 0 Wind, Memhrlp Lat)(A Dire f,,Aion Magnifi0o [k, k-flj Location [off, 1 Oj z 4009 1 20 2o 3 20 z 0 0 :4 20 zC1 I 0 213 z .0,007 35 ........... .... . ... .. ..... . . . ........ 7 23 z -0.007 23 z 23 z 0 0 TO 23 z 0 .................... 17 12 17 z -0,009 13 17 z 0 0 T4 —17 z 0 0 Is 17 z 0 0 17 29 z 0 0 TA z 0 0 w10 — ------ ------ z 0 0 20 2t) 0 0 21 24 z -0.001 24 z -0,002 0 24 24 z i 0 f 0 0 0 RISA-3D Version 22 174450 001 01 0005 Gaylord Texas_T,, Page 15 Company B+T Group 9202025 Designer NIS 4:04A4 P%,l IIIRISAJob Number 174450,001,01.0005 Checked By: Model Name 10061469 - Gayloi d Texas Member Labef Direction Magnitude Ik- OtIl Location Jdft 20 X -0.003 %25 12 20 X -OD,03 "065 20 X 0 0 �4 20 X 0 4— 0 5 20 X 0 0 �3 X -0,002 %35 23 L 2 ...... . ... ............ . 23_.,.�._._...,-. X 0 X 0 23 X 11 17 X 17 13 17 X 0 0 74 17 X 0 15 17 X 0 0 29 X -0. 00 1 2 29 X f. 29 X 19 29 X 0 X 0 21 24 X 20 24 X -0,003 2, ll-­11.111X C,4 . ........... 0 24 24 X 24 X 0 . . . ............ . 0 Member PoLnt Leads f8LC,18 Ice_ Monibw Labol Dirocfion Magi 0i if lo [k, k-f Ij Locatimi [1Il, 13%Oj 20 Y _"0, -0159 . . . .............. ... ... .... ... — --------- 7 3 20 Y 0 4 20 Y 0 ........... . . .. .... 0 5 20 Y 0 (3 23 Y -0,063 11�35 23 Y -0,063 8 23 Y 0 9 23 Y 0 ............ 2 Y .. . .............. ... . . ................ . . . ... ... ....... . .................... . .......... . ... ... .. . ..... 11 17 Y -0,162 %30 72 17 Y if) 162 17 Y 0 0 14 17 Y 0 0 17 Y 0 0 !16 29 Y 4016 17 29 Y 0 0 0 19 20 24 29 a Y Y 0 0 0 21 24 -0.021 %20 22 24 Y 4033 ....... . ....... ...2Y B.. ..... . ........... . .... T 0 24 24 Y 0 0 �2 24 Y 0 I RI5A-3D Version 22 174450001010005Gaylord Texas—T. Page 15 gl� fir, Company B+T Group 9202025 Designer NIS 4:04A4 P%,1 Job Number 174450,001,01.0005 Checked By: klodel Name 10061469 - Gaylord Texas Member Point I oads f8LC 19: 0 Seismic) klembet Label Direction 20 z 2 20 z 3 20 z 4 26 z 5 1 20 z 23 z 71 23 z 23 z ill 17 T2T--*'---'---*--i-7 z !14 17 z 17 z Magnitude [k,k--If!j_ 4013 -0.1.013 0 -0,015 -0,015 0 0 0 Location it. %)I 0 0 0 35 %65 0 0 16 29 z -0,001 17 29 z 0 z 0 0 29 L. 0 29 z 21 24 ............ � 620 22 24 z '�070 23 24 z 244 -Z 24 z 0 klofnhrl� Lat"4 Magnituffo [k, k-ftl 20 X -obi 2.0 X 41)"(113111,11 3 20 X 2() X 20 X 0 2'1 X . ... ... ... -0015 7 ............... X I �21 : 2� 17 X 17 X 29 X 29 X _Z) X 20 X 29 24 X 24 X 24 X 24 i. X- 41001 0 0 0 mm -0,002 -OD03 0 0 0 I RI5A-3D Version 22 174450 001 01 0005 Gayford Texas-T Lo,-Rinn jft, 0 35 %65 0 20 0 0 0 %20 %70 0 Page 17 Company B+T Group 920a2025 Designer NIS 4:04A4 P%I 111RISAJob Number, 174450,001,01.0005 Checked By: Model Name 10061469 - Gaylord Texas Member LabelDif eobon Start Magnitude jk;ft, F. ksf. k-ftift)End Magnitude Jklft, F ksf, k-ftttlStaft Location 1aft, �t,)JEnd Location ftl %)I Z -0,0008 0,0008 � '7 17 0 %100 20 Z -0,0008 -0,0008 0 %100 z -0,0009 -0,0009 1 0 i %100 4 29 -0,0009 -0.0009 Z ,003 -0-003 0 100 -0-o.bw 7 - - ----- 24 Z -0.002 -0,002 0 %100 Member Distributed Loads &C IS: 90 Wind w1lce ) ..................................................... %la(jvqyrJe'jklt, F. ksf, k-ft/ rtEnd Magpitudo [kift, R ksf,..k-ftlt�Slatt Ux;anon J(ftl. Localu��)nl Wt,�101)1 1 17 X 40008 -0,0008 0 100 2 20 X -0.0008 -W)008 100 . .. .. ...... -0 �000'i -00009 4 29 X -0,0009 -0.0009 0 V)() ....... . .. .... 2 X 100 MagnimV? jklt, F kNI, k4t/ft En(Ill Magnitude, (kift, R k'lSfl�.k-IJltjSta0 Location J�fl, �"�,)JEnd Loi,,afjon [(!t, %.)I 1 17 Z 4000,13 40003 i % 100 20 z -0,0003 -0,0003 %100 23 z _0 0 0-(YO009 C..Z— % 100 -(M)OW) —24 --' z .0 007 I'll, I -0 1. 0 1 0 11 07 Mof i i L a bf fl Dif i)('. I w f Star t klaq,! itt t v fe f �, F ksf, k' - f VIt I Ei rd Maq't }i'tl-v le I kit t lost, k - 1 V ft tart Location Ltft' nd Louation J(ft, NO) 1 �t� X 00103 0 7j1000. -0,0003 3 X X .0004 -0-000,13 ... .... ........... -0-0004 -0.0003 . V. 0 11%100 1 -0.0009 -0.0009 0 ............ 166 0'000�"� -0,0009 0 X -0.0007 -0,0007 0 Member Distributed Loads (BLC 18 : Ice) .-Mot-pbef LabelDtfoc.6onStaft Magnilude [k"ft, F. ksf, 1 17 Y -0'009 Y 3 23 Y .A-29 Y Y �a6 2 Y 71 24 Y -0.01 .009 End Magnitude lk/ft, F ksf 4009 -Ob-1 Start Location ((ft, ",'.-'.)J.End Location J(ft, % 0 %100 0 -6- '�'O J6 0 100 0 %100 0- %100 0 %100 I RISA-3D Version 22 174450 001 01 0005 Gayford Texas-T. Page 10 Company B+T Group 9202025 Designer NIS 4:04A4 PNI IIIRISAJob Number 174450,001,01.0005 Checked By: Model Name 10061469 - Gaylord Texas Mernbe� LabelQireobon Start Magnitude [,kiftR ks ;1 17 1Z -00006 2 20 z -0,0006 F -0.001 73 29 +'Z Z 6 1 Z -00002 Q 2 -0,0002 -7j 24 Z -0,0003 End Magnitude,[iott, F. ksf, OUftjStart Location [(ft. 00006 0 _0.0006 r 0 It _0.001 0 0,0002 0 F--ohoO2 -00003 0 nd Locatiori lifl, % 11,0100 % 100 %A00 %100 0,6 i-0-0 % 100 Member Distributed Loads &C 20 : 90 Seismic) Ma!pjIu(Iv'[k!ft� F, k,<,,,f k-fulflEnd Magnitudo [kift, R kst, k-fFft�Slatt U'x;ation 10. '�,,AEnd Localu�')n (�!t,'% ll 17 i X -0,0006 -0,0006 0 100 2 20 X i-U.000ij-0.t)006 111 100 - - ------------ 3 23 X -0.001 -0,001 o X _01)ON, _0A)00(3 00 X, -0 400 it'd-0,0002 -OD002 0 ...... ... .... ....... 24 X -0,00013 -OD003 0 %100 kloinbef Labot Diioclrnn.Stait Magniludo JklIt, F,k,( OtItIE A 17 Z _41 0 0 8 20 23 z z -6­01 .i -0,007 ............ 2 .. Z -0,008 0 116100 -0,008 %, 100 0 11�" 100 _01)l 1 %100 ... . ...... -0.011 100 _0J)09 1 0 Member Distributed Loads tBLC 22 90 Wind iftabers)) Member f'J'aqyOudo fkllft, R ksfv 01111 End MaUnitudo Ik)ft. F. ksf, k4t'lt SIAO Lo(-,afion,j�fL "��JjEnd Loi.atiory [01, (Xo)'j 17 X -0,008 4008 1% 100 2 26 .............. X -0,008 -0-008 0 %, X _(Yol 0100 4 25) X i (J.007 -0,007 0 1 X 1 '0'011 0 %100 2 24___ X __X -0,011 4009 -0.011 - - - - --------- 4009 %100 Nodal Loads and Enforced Dispjacemepts No Data to Print, Basic Load Cases BLC Dpscnption ("ategoly Y G,ravit,y Dead DL 2 0 Wind v VVL I 3 30 Wwind 4 60 ind I ­__­ I _WL _YL 5 90 Wind WL 6 12 0 7,VTn _d W L Point 25 2r, 10 25 50 Distfibutpd RISA-3D Version 22 174450 001 01 0005 Gaylord Texas_T,, Page 10 Company B+T Group 9202025 Designer NIS 4:04A4 PM IIIRISAJob Number 174450,001,01M05 Checked By: Model Name 10061469 - Gaylord Texas BLG Oescription Category Y Gravity Pasant Dstributed 7 150 Wind WL 50 180 Wind WL -5 9 210 Wind wL 50 91 TO 240 Wind WL 50 270 Wind WL 25 12 300 wind 5(,-1 WL 50 0 Wind w,lf;o WL 25 is 90 Wind w1ce WL 25 WL 25 Service WL 25 19— 0 Seismic, EL 25 "20 90 soisnw,-, EL !!21 11 lr�tLxl ( �S WL 22 wind ihlrnnbws� WL 23 Live Load a LL i :.2.41 LIvIq 'Llolad 1) L.L., 1.11 25 Live Load c, LL 26 LL �2� ( Load o LL LL -Maipl LL 2 LL 3( Maint LL 3 LL 31 Main! LL 4 LL Maint LL 5 LL ..... .... ... . ,33 klarnt LL 6 LL 34 Maint LL 7 LL Maint LL 8 LL Maint LL 9 LL LL maim LL 10 fIlluint LL 11 LL ,39 auA LL 12LL I ------------------------- Maint LL 13 4- 1. 41 hl int LL 14 . ....... ......... LE 72 -C, �I-r -� t- -L -L -1- —5, ------- .......... Maint LL 16 . .. . ............. . ........ 44 Maint LL 17 LL CC klaint LL 19 ... ... LL ....... ii), iLL', '", 2--0 . ........ . ......... .. ,471 LL Load Combinations SoNe P-Doll BLG, Factor BL(, Factor BL(' Factor BLG Factor 1 1,4 bead' OS Y 1.4 1,2 D - 1.0 - 0 �V yes Y 1 12 2 1 21 1 Y 3�—I 2 D + 1,0 - 30 W m Yes Y 1 12 3 1 21 0,866 1 22 0, 1-2 0 - 1.0 - 60 W Yes Y 1 1.2 4 1 0,866 21 0,5 Y 1 22 1 7 1,2 D + 1.0 - 90 W Yes Yes 0.866 21 -0,5 C 1.2 D + 1,0 - 120 W y 1 1 2 f) 1 22 711 1-2 0 + 1.0 - 150 Yes Y 1 1.2 7 1 21 -01866 22 0,5 1,2 D + 1,0 - 180 W Yes Y 1 1.2 8 1 21 -1 1,2 D + 1,(- 210 W Yes Y 1,2 1 21 0-866 22 -0,5 9 'j R, -,(0.) 1+2 D + �—O - 240 W Yes Y 172-- 10 1 22 ��-0.866 21 -0,5 ill 12 D - 1,0 - 270 W Yes Y 1 1�2 11 22 -1 A__ 1- 1-1- RiSA-3D Version 22 174450001010005_Gaylord Texas-T... Page 20 Company B+T Group 9202025 Designer NIS 4:04A4 PNI IIIRISAJob Number 174450,001,01M05 Checked By: Model Name 10061469 - Gaylot d Texas Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 22 0,866 12 1 1.2 D I.0 - 3 00 W Yes Y 1 1,2 12 1 1_4 1 Yes 1 13 1 1.0 - 330 W i y 1.2 13 1 21 R 486�6�22 -M T Y 1 18 1 -i4 1,2 D 1.0 - ice 1 1,2 14 15 1,2 D + 1 °O - 30 Mice Yes i Y 1 1.2 14 i �0,866 1 15 05 18 1 8 �i 6 �L4 C� 55 �I 8F '-i Ti 1.2 D + I A'760""WIce es y 1 1.2 15 Q866 14 0,5 18 1 17 �y T V 1+2 D YY --J-_-LI- 1215 1 i— 1 18 1 181 1+2 D - 1,0 - 120 W,;l('L Yes Y Y 1 1 1.2 15 0.803 14 -0.5 18 1 191 1.21 + 1,0- 150 Wilce i Yes Y 1 1.2 14 -0.866 15 0.5 18 1 y 1 �-?O 1,2 D + 1,0 - 180 VPlce 1,2 14 -1 1 18 1 21 11 D + 1,0 - 210 Yos Y 1 1.2 14 -0,866 1 15 -0.5 18 1 22 1,2 D + 1,0 - 24() wilco, yes Y 1 1,2 15 -0,86itJ 14 -0+5 18 A3�61 �-, - �05 . . . .. ..... .. ........... 23 0- Y 1 12 is -1 1 D + 1 270 Wilce Yes . . .. ..... .. ye,.- Y —1]2- 15 -OW6 i �4 0,S) i 25 1.2 D + I ,O - 330 Yes Y 1 1.2 14 0,66(".35-1 15 -0.�) 18 1 .......... Y(�s y 1 1.2 1 1 271 12 D 1 30 yo� y 1 1�2 16 0,866 1 20 i 0.5 28 1.2 D + 1 0 E - U) 1 yo," y 1 1,2 20 0, )t 6 19 (-5 b i -'9 Yes Y 1 1.2 20 1 130 -120 Y 20 -o.r) . ......... - - ._.._......,.....__1..__.....-...._1.2.._............. I D + 1.0 E - 150 yo� Y 1 1,2 19 -0 866 20 52 1.2 D + I �0 E - 18o Yes Y 1 1.2 19 1 . .. ....... 33 1,2 D + 1,0 E - 210 Yes y 1 11 19 -0, 86(3 20 -0,5 - -T. —2 2-0 -ww(; vm 45 �.il 1,2 D , 1�0 E - 24f) .Y(,'S Y 1 w(; 35 1.2 0 + 1.0 E - 270 Yes Y 1� 1.2 20 -1 3(3 1.2 D + 1,0 E - 300 Yos Y 1 1,2 20 -OA66 19 0,5 37 1.2 0 + 1.0 E -:330 yqs Y 1 1.� 9 0.866 20 -0,5 W 23 t3 1.2D + 1. 5 LL a + S( vicx? - 30 W yes Y 1 1,2 16, �6 17 Z 1 5 40 1.2 D + 1,�, I-C-A 0 W yo y 1.2.. 17 0 86(� 5 2, 1.5 I 1.2D+1,5LLa+Sorvi(;(,-90 y es Y 1 1,2 17 1 23 1.5 42 1,2 D + 1 5 LL a + So� v,�,q 1 2 Q I 1 2 :Q,�i 23 . ... ........ -JIPIAi-t. 0, r 1111-1111,11111, 111-1 �,5 Os Y 1 7 23 1,5 43 1,2D+I5LLa-SPrvwe-150W! Y 11 42f- � .... . ........ . 11,11-111- - 111-t-1-11-11-M- -4 4' 11 D + 1.5 LL a + S;wvice - 180 W1, Yos .......... ... . ... ... .... .. 45 1,2D+1,5LLA+S(,rvico-210M Y e Y 1 12 1(i -0,866 17 -)5 23 15 ,46 1 2-D-+ T5 LL �A so�vic ?"- il�FWT Y�� 23 1, 5 , 4? '11111111111111 IIL - -11i ---Ifl -7 1 1.* f 566 ---, I I... 1 1.2 17 -1 2 D + 1.5 LL a + S e f v ic, e - 270 W Yes --.:Yy:: 213 1 5 12 D + 15 LL a + Sorvico - A00 W Yos Y 1 1,2 17 .0,866 idr 0,5 23 I's W, Yes Y 2 49 1,2 D + I L 1 1 16 0 866 17 -0 5 23 1 VV ,4 L, LL 50 1?,2 D - 1,5 ILL b - Sorvw.c- - 0 W Yos Y 1 12 1 21 1,f, 1 1,2 D + 1.5 LL b Service - 30 W Yes y 1 1 12 1 (5 1; 17 05 24 1.5 servIll- -130 --1, 1.2 D + I .5 LL b Sr?,rvk-,o - y 1 1,2 17 53 1.2 D , 1,5 ILL 1) Service - 96 W Yes 1 1,2-,17 1 1 .5 1,215*i7)LLi)+Sc).fvi�-.�-124)WI Yes --0 Y 1 1-2 17 86tj i 6 Ori -�24 1,5 As-T-2-b--�-f-,5LLb + Service- 15 W Yes y 1 2 116 -0,866 17 0.5 24 i's 56 1+2D+1.5LLb+SfNVIC;P,m -1tiV, Yes Y 1 12 �1 6 -11.5 57 1.26+1+5LLb+Servke-21OW Yes Y 1 16 r- 0, 1 —i6 6 1 0,4,24 1,5 i _.__1,2._ ..-- 1 i--58 1 2 D 1,5 LL b + SeMce - 240 WJ Yes Y 1 11 17 :6 i3i,-) C, # iii -0,F) 24 1.5 59 1.2 D 1 5 ILL b - Service - 270 W Yes Y 1 1,2 17 1 24 1.5 60 1.2 0 —,51 b + SeIVICP - 300 Yes Y I 172- —17 -0+8 O'S 2-i 15 61 IID+I.SLLb W, 16 0,866 17 -0.5 24 1.5 - SerViCe - 330 14' Yes Y ----- T- 1.2 + D 1-5 ILL c, + Service - 0 W 1__Yes —Y 1 1,2 16 1 —25 1,5 6d" c - Service - 30 W _!Yps v 1 1 1.2 16 0,866 17 1 O5 25 1.5 1 12 17 16 641 11 D + 1.5 LL c + Service - 60 V I -Yes Y 0,866 0,5 25 1.5 ,651 1,2 D + 1.5 ILL c + Service - 90 W j Yes Y 1 1,2 17 1 25 1,5 -6-6 F1 I —D+ 1,5 LL c + Service - 120 wi Y--,7-,-1 Y 1-1 1.2 1-7 0.866 16 -!---OS —25 1.5 RisA-3b version 22 1 174450 001 01 0005_Gayford Texas-T... Page 21 Company B+T Group 9202025 Designer NIS 4:04A4 PM 111RISAJob Number 174450,001,01M05 Checked By: Model Name 10061469 - Gaylord Texas Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 1.5LLc+ Service- 150W Yes Y 1 1.2 16 -0,866 17 O�5 25 1, 68 1,2 D + 1,5 LL c + Service - 180 W Yes Y 12 16 �:69 l I D + 1 �5 L.L. c + Service - 210 Yes Y 1 1,2 -0,866 17 45 e5 1,5 70 1,2 D + 1,5 LL (-,, - Service - 240 Yes Y 1 1.2 17 -o 1 2-5 —15 71 1 1 1 2 17 1 1�5 _1,2 0 + 1,5 LL c + Service - 0 W Yes Y 25 72 1.2 D + 1, 5 LL c - Sef vice - 300 W Yes y 1 ll 1 86f) 16 -T 05 25 73_12 D + 1,5 LL c Service - 330 W Yes Y 1 1.2 16 0M6 i 17 1�5 7 J- I � 5 LL d - Sef vic 16 4 e - 0 W Yes Y 1 ll 26 1.5 Yes 1,2 D + 1.5 LL d + Service - 30 W y 1.2 16 0,866 17 0,5 26 1 5 76 1,2D-1.5LLd Y iY 1 17 O.gj'-'j- ---'-2t T`-5­7 77 1.2 D + 1,5 LL d + Service - 90 W i Yes Y 1 12 1 17 1 26 1.5 + 1,5 LL d - Sorvice - 12 W -M) 26 1,5 -7, T 0 _YL -Y 1,2 7 0.866 lii 79 l,2D+1,5LLd-Service-150W Yes Y 1 1,2 16 -0+866 17 0,5 26 1,5 --LM ­ 34— — — 11,S-lLLld-- Sevvice - 180 Wj Yes Y 1,2 16 -1 26 1 .5 �-81 1.2 D + 1 L LL d + Service - 21 () W; Yes Y 1 1.2 16 -01866 17 -M) 1 26 1.5 82 1,2 D + 1 5 LL d + Soivice - 240 Wil Yos Y 1.2 17 Vi -(),5 26 1,5 -2 D, + 1. 5 LL d + Service - 270 W i Yes Y 1 1,2 17 1 26' 1.5 -12 D - 1,5 LL d �+ —S- —Y —1 1.2 17-78 f 16 — 26 1,5 85 11 2 D + 1 5 LL d + Sonvice - 3 Yf,?s Y 1 1.2 16 fjO,866 1 17 -0,5 26 1.5 - S(nyw+o - 0 W 1�2 27 1.5 ,T6 1.2 D + 1.5 LL e y —1-- —1 . . .. ....... ... ... ....... . .. 87 1+2D+1.5LL(�-Sf�tv�(,-(u-.i(')WI Yes y 1 12 16 Q866 M 17 1 0.5 27 1.;)' 88 1 �2 D + 1,�i LL a - So,�vwo - i 16 5 y 1 1.2 17 016 89 1+2 0 * 1.5 LL o + Soivice - 90 W Yes Y 1 1+2 17 1 27 1,5 90 1,2 0 + 1`-126,W1 Yes Y 1 > LL + Soivico- ()+ki(,)��;, I" t 0 1— 27 1,5 - -.11- -1- 11.1-1-111--l- 1-1-1-11 -1-111-1--111.11- - . e­-1-­--- - -11,11. - I 1 -1-1 1" - IT. - -1 -- 11-.1 -1--l-l- 1. l.. -11- 11 1-," 91 Yes y 1 6 -0.866 1 17 0, 5 27 1.5 i- .- -- - . Llll,-­-­,­-­. ­­ 1.1-11-1 ....... .. . .. . -1 1-1- - ... -, �,- "I'l.,,...�l"....","",_,,."I -,- - . ...... 92 1.2D-1+5LLc,-S�ovw(?-lW)W! Y(,,,,, 1,2 16 - 1 1.5 . ...... ... . . ....... ..... . . ........ -- ...... ...... . ........ .. . .......... . . 93 1,2 D + 1,F) LL + Soivico - 210 Y(Ls Y 1 1,2 16 -0,866 17 -05 27 15 94 1.2 0 + 1.5 LL Gt�t vwo - 24 () W Y 1 1.217 -0-866 1�6 liF-) 1 1.2 D 1.5 LL + Service - 270 W', Yes Y 1 17 1 5 '96 1.2 D + 1,`) LL e - Swvwi� - "300 VVI yo," Y 1 1,2 17 -0+866) 1 16 i 05 27 1,5 97 1,2 D + 1+5 LL o - Soivico - 3"30 W Yes Y 1 1,2 16 0,866 17 45 x 27 I'S 1�5 §9' + 1) Y 1 2 21+2 0 - 1,5 LL M- 41t 2 yes Y 1 1,2 29 1.5 (3) Y(:,N y 1 1,2 W 1, 5 1,2D+1. �LL 2 31 laint 4 Yes y 1 1 1,5 12 1,5 0 1 LL-Maif Yes 5L tl + 1,L va - f i il_jl ---- - - -------- ----- - yes Y I 1,2 D + 1,5 LL NjaaqIt. (4), Ye,,., Y 1 1,2 4 .15_.. 1,5 1 0 6 1:2 0 + 1 5 L N4 yes ....... .... . .. 1,2 11107 12 D + 1,5 LL MaDjjjQj I yes Y 1 1,2 37 1,5 1,5LLMalnt_(ll) I yes 1 1.2 ........ ... ... ... ......... . ... . ........ 109 1,2 D + 1.5 LL Main yes Y 1 1,2 39 1.5 —10 12 D - 1,5 LL Ma Yes Y 1 1 —2 40 1 a5 LL Maint 14) Yes Y 1 41 + 1, T -- — 112 1,2 D - 5 �1LL Mal rit 0 5) VWY 1 1,2 42 1'r, 11 3' 12 D + 1,5 L�L �Mamt �16�i Yes Y 1 1.2 43 1 !1 11 1 C) - 1.5 LkLl Y 1 1 44 1� 1.2 D - 1-9 LL Maint (18) Yes —Y---l— 12 45 1,5 -11 hl71 1,2 D - 1,5 LL MaiMaim(19) Yes Y 1 1,2 46 1.5 1-1.2 0 + 1,5 LL Main! (20) Yes 1 Y, 1,2 11 47 1 1 .5— RlSA-3D Version 22 174450 001 01 0005 Gaylord Texas_T,, Page 22 Company B+T Group 9202025 Designer 111RISAJob NIS 4:04A4 P%,1 Number 174450,001,01.0005 Checked By: klodel Name 10061469 - Gaylord Texas Envej2gLNode Reactions Node Label X jkl LC Y Lkj LC Z L�j LG MX Ik-ft! -2 LC KIY 10tj LC NIZ jk-ftj LC �17 x 1 6 0165 1 17 max 1 0.165 6 8'-# frlill 1 -0,189 10 I 0.255 '04 0,048 �22 6 6�4 ,2 0,24�77 0 11 0112 1 13 0.01�6 6 __k_ 19 11 ax 0122; _Iiiax uj 0,256 1 J0,5 1 16 16 — 0,151 2 0 117 0,039 13 0 , 002 3 4 13141 -0, 1- 11 0,05,4 -0,112 8 L 5 5 max 0 f§9' is O. I 6e' 24 0.157 13 0 117 0 117 0 117 _j 149 10 0,006 6 -0.17 7 0 1 0 1 7 Max -1 0167 19 O�058 13 0 0 ,_ .,.._.., . 11 0 117 ry 0,026 13 7 �. 9 3 Max 0 081 6 -O.OsT 1C .4-_1...,.._, 0193 O031 21 T --01,014,11-1 0061 -T)"0139 3 9 0 117 0 1 _. 11 0 _rv_,..� .._.. 117 1 max 6 . ........ i 10 0,194 0,016 16 10 0.153 -0.171 3 9 117 0 117 0 0 1 21- . 0,215 6 0,39 25 0372 2 0 117 0,057 9 -0.019 4 �14 Mill 0,094 7 -0372 5 57 3 -0. 056 2-2 1s 23 max s 0,117 (6) 0.3389 19 —Vi 0,138 2 11 9 -0.028 11 W 11 :13) (0). 0) #4 4072,,_ 8 0 1 -0,046 l 3 .0,055 18 17 Totats: max 1 052 1.993 20 1 30 2�' 1() 5) (;�Z, J—IT�:t - �1�, 1; �51� 7 Envelope AISC 15TH 1360-16): LRFD Member Ireel Code Checks Men'rhol sliajx� "()doGh(?ckLO(,�tt LG L(, AWPtic [� Phi'PW LkjpIW%1n y-y jk-t$)h0,1ii 1-z 10t] (-',t) Eqn 20 PIP 0, 32 375 '3 12144 1 1,872 ...... ........ 1.672 HI -lb 7 PIPE ... ... . .... 7 12144 32 1,3 t ... .... .. ...... . ........ . . .... ... . 1 J,72 1 1-16 PjPE-�� �)1086 3 75 i if) 0 1 Q 26,521 3 .1 1-1b 0.056 A�5113 I �' 1 2 1 6 4,68'8 13 22-373 50.715 5� 06 3.5% 1 Envelope AISI Sf 00- 16: LRFD Member Cold Formed Steel Code Checks ('ticm,-kLm':jVj,1 Pk tit OhockLoctft D4L(;pW'Pi)jk )N*Tii[k )ty'Idqy[k-f,' Gh Eqn 24 P 100d 0, 65 12 871M� 1, 5, O027 12' i ) I Il y s .555 0 431 0,67 6 2,36 4,72 IT, 1,2-17 EnveLoee AA ADMI-20: LRFD - BUILDING Member Aluminum Code Checks Nlombv� )W� C f)l ll � PI)CJkl J)fl� ill ',!� InylK nj p� �t kl� yl K tk �Eqn, 0 12 i,(: 26, 73-3 1,449 44 �4 7313 3' 2 1RT)X�X' !4—Q 049 K) 56 v 1-44<� 1 JR � 2X2X0 I RI5A-3D Version 22 1 174450 001 01 0005 Gayford Texas-T. Page 23 September 25. 2025 Site No. 10061469 Page 7 ASCE Address: W_*JI,jjd[p,--q 2t Thiqj , LQI OfZ C =* Standard: ASCE/SEI 7-16 Risk Category: It Soil Class: D - Default (see Section 11.4.3) I 11 mm Wind Speed 106 Vmph 10-year MRI 74 Vniph 25-year MRI 80 Vrnph 50-yearam 85 Vmph 100-year MRI 91 Vmph Latitude: 32.954694 Longitude: -97.064306 Elevation: 573,8557413456666 ft (NAVD 88) Data Source: ASCU SEI 7-16, Fig, 26,5-18 and Figs. CC,2-1-CC.2-4. and Section 265,2 Date Accessed: Tue Dec 31 2024 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 apprommatety a 7% probability of exceedance in 50 years (annual exceedance probability 0.00143, MRI = 700 years), male! Tue Dec 31 2024 Site Soil Class: D - Default (see Section 11 A 3) Results: & 104 S OM7 S_ O.054 Tt 12 F, 1.6 PGA.- 0,05 F„ 2A PGA OM SA 0166 F 1,, 1,6 Smi 013 1, 1 su0.11 C, 01 Seismic Design gnse Spectrum Design Response Spectrum S:, (9) vs T(a) S, 9) vS T(S) S, (g) vs T(s) Data Accessed: Tue Dee 312024 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 ASCEISE] 7-16 Ch. 21 are available from USGS. Page 2 of 3 Tue Dec 31 2024 No Ice Thickness: Concurrent Temperature GustSpeed Data Source: 1,50 in, 15 F 30 mph Standard ASCE/SEJ 7-16, Figs, 10-2 through 10-8 Tue Dec 31 2024 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 equtvalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped Values. The ASCE Hazaid Tool cs vtowded ior your convorilence, for informational puirroses tatty. and is provided as as :rnd wiltmul warninbes of any kind, The k.?cafioo t1a,, ' [It, q"'i obtairied flom mfomiaWn doveloped, produced, "Ind rrt.rtrafi2ai£star.9 by tN'd parly plovldor"': or has tatters extrapokited from maps rlx-ohporalwd fn the ASCE slandard. While ASCE has inade every efforl to use 1ata obtairled from reliable sokj((:(a'S or irlethodologies, ASCE does not make wiy representations or Warranties as to the oCCUfACY, COMPIOW)oSS r0i3bdlty, <Utfoo0y, Of quallty of ally daka prov=dvd harew Any ftw(j-party Iinks providerl by this Tool shoolo not 0o construed as an efxlorselnent affilultaoo' folallorisnip or spofisorolp of Such thly-J-patly colitent by or frorn ASCE ASCE does flot tMeod nor shouk) anyone interpret the results provided by IN% rool to rrtrroicc,S the scitino judgment (,A i �;: , Y �c Iont profils",ional, har"In") knowiedqo ;V)d expnnence "i the approprNito frold(s) of practice, nor 10 "'u0sUlute for the s'land'wd of cafe requaed of sea "h profession)"11", cn interpreting ana aprrly41q the contents, of this I oral or the ASCE �standard In using tNTool you exprossly assurrie, all risks, ar,5ocialed with yotir Liso Uridel no civ, onistances shall ASCE or rtc off,cors, dtreoors, (Ao[)IOY('HS, roCrrlb(,'FS ;-iffiliates of aatfr>srlti kiri ballic to you of any othot person for ally difec", wdlr4acl. specla!' triddental 0r darnaqoi anting from or refalea lo your we of, or reliance ori, the Tool or any information obtapriod therein To "re fiflest extent tie-rmilted by law, you agree to refeat& and hold hartniass ASCE froat any and oil habdily of any nolure ansing out of or ro"'i,Minq from arly oat' of dat") provided by the ASCE Hazard Tool, Page 3 of 3 Tue Dec 31 2024 PROJECT 174450.001.01.0005 - Gaylord Texas, r. KSC SUBJECT Frame Mount Analysis DATE 09/20/25 S+T Group P1717 S. Bouidcr, Cute 300 Tulsa, OK 74119 (918) 587-4630 B+T I r I Tower Type Rooftop Ground Elevation 574 It (ASCE7 Hazard Toot] Tower Height 166,00 ft Mount Elevation 140,00 ft Antenna Elevation 141.00 ft Crest Height 0 ft Risk Category 11 [Table 2.1 Exposure, Category B [Six. 2.6,5.1,2] Topogicaphy Category 1,00 1 Sm� 2,6,6,21 Wind Velocity V 106 Mph (ASCEI Hazard Tool) Ice wind Velocity V, 30 mph [ASCE7 Hazard Tool] Sefce veboty V, 30 mph I ASCE7 Hazard Tool I Barr: Ice ftcknm'. t, 1,50 in [A-SCE7 Hazard Tooll SiNsmic N-sqn Cat. [kSCE7 Hazard Tool] S� 0.10 Si 005 zhy 0,11 Soak 0,09 Gust Factor Gk, 1,00 M61 Pressure Cotftcient K,. 1,09 jl*x- 2,6.5,21 'Topography Facto K, 1XX) jl*w. 2,&61 Ekwation Factor r" 0,919 Directionalay factor X, 095 fSer- 1661 SNeldmq factor K� (190 [Sec- 1661 Dc.,sign Ice Thickness t, 1.73 in (Sty. 2.6A01 Wnd f'actoi K4 1,30 Skxc . 2,6. 11 Importance factor 1'. 1 Table 2 3 1 C Respon% wff ioent C, 0�05 - 2, Sec7 1 Ampidication A, 3 m Q,, 3 /,85 PSI PROJECT 174450.001.01.0005 - Gaylord Texas, r. KSC SUBJECT Frame Mount Analysis DATE 09/20/25 manufacturer Model COMM OP NNHH-658-R4 COMMSCOPE NNHH-658-R4 flolded Equipment EPA nas been adjusted per wind tunnel & CFD testing 8+T Group r, Cute 300 1717 S. &)uidc Tulsa, OK 74119 (918) 587-4630 B+T CA� CA CA CA F.,N, FA(T) fj,(.) F.,,) Qty H 1.9 Width DepM I 1W(`jb1)J ("1 I (T) (h) 1- I I (1) 1- I I 1- I Cce I (.11) (in') (in) (ft-,) ov) (W) ut (k) (k) (k) (k) 072.0 19,6 T8 77.4 3.47 1,20 9.48 &42 0,12 0.04 0,01 OMI 0.5 3.47 1,20 9A8 6.42 0.12 0,04 0.01 0,01 ERICSSON AIR 6472 877G 877M 0.5 36A 16,1 7,5 92.6 2.47 0.83 3.91 2,5t3 0.08 0.03 o.01 0.01 ERICSSON AIR 6472 877G 077M 0.5 2,47 033 191 2.58 0,08 0.03 0,01 1101 III I EOMMSCOPE NNH4-658-R6H4 COMIMSCOPE NNH4-655-R6H4 COMPASCOPE CBC,4261-OS-43 0.!) 72,0 19.6 7,8 833 147 1.20 948 6,42 0.12 (104 0,01 0.01 0.5 147 1.20 9,48 6-42 0.12 0,04 0,01 0,01 2 6.0 3,4 +8 6,0 0,34 0,48 1,30 P50 0.01 0.01 0.00 ()X)01 COMMSCOPE CTX41727T-DS-43 i 6,3 43 W) 10.4 0.45 0,68 1,51 1.95 0,01 1102 0.00 0,00 RAYCAP D(,3-48-W8-1086F 1 13,0 1.2 103 15.2 0.18 1.12 136 2.22 0,02 OA3 0,00 O01 I � 174450.001.01.0005 - Gaylord Texas, TX B+T Group Frame Mount Analysis ;:3 1 j I / S. S, 09/20/25 f u1sa, OK /4119 AT&T CFD SPNs u2iment EPIC EPA w A60 EPA .............. PA120 - 150 NNHH-658-R4 6,93 8,48 5.20 2.40 6,53 8.24 AIR 6472 B77G 877NI" 4,94 3.86 2A2 1,65 2,45 3,31 NNH4-65B-R6H4 6.93 8.48 5.20 2,40 6.53 8.24 EPA... 5.69 3.10 5.69 PPGJECT 17"50-001-01.000S - Gaylord Texast TX KS40 SUBjECI Frame Mount Analysis DATE 09/20/25 PAGE OF Reactio nS—a—t-8JO—ted—C—o-n—nection 025 k vamw War 0, 3 *4 k OW4 Won aim kit Mamas nam HwuMAN 409_M aus Ut SIMON hm V&WW RHYS u24 kit A125 BA mr,s jWM0 "W.M;,0 4 Wa �Mc 61i:9mowe -4a I WW "MAI M UA 1 Its S-N ASURNA fnw k k Ito N=WW I WQ�V W, k AWTTW TOM" SUOS% TV lob k 44�21% VUSU k lob k Um" own 5* yva! 3.15% 48.01% UMW axt FA 5.= k,, bolt >5V Iwo W mq n Am Iwo AY OKAY M bA WM M, Z B+T Group 7 S, Scjtd-�,,, Sa�te 300 T,,A&a, OK 74119 ale) 587A630 8 +7 C 7 PROJECT 174450.001.01.0005 - Gaylord Texas, KSC B+T Group gym; S, 5�:adde�, Swte 300 SUBJECT Frame Mount Analysis DATE09/20/25 ='AGE OI f 587-4631") S+T AgAdjLons at Bolted Connection 193 k Vtincal S+'�.av 0.21 k Howontal sh�a� 12 "? k 0t mom,"�q fl'yn k, tl nutr V'aNc''sl k,�t Soft Parameters Bolt 0' Input li-ns#k� snes5 ra "';0J)') kti? �-AHf 1 IIH','Ili 4). 04 Nljn%�oal ;"At A�'I i.10-1' 1134 H'nit Sp'le oq' V'-try al Qtd I P k f on mV,. f Mk Yhew Uod kt,'�JM!4 I;om 1"wlr-w'� N4t 0.00 k „ Belt �hcks ljj)stv V;7,c' F",: t 1�1,4+ 0830/0 OKAY Nvwinal S;�,w cq�,�ss, 7 "o ksz T" 4 1.0 2 0/4 OKAY IS 1 .85% OKAY AvadMAe Bt,arm,,, l+wFQ. 0.9s% OKAY PROJECT 174450.001.01.0005 - Gaylord Texas, KSC B+T Group 1S, 5S0 SUBJECTFrame Mount Analysis gym; �:adde�, wte 30 DATE09/20/25 ='AGE OI f 587-4631") S+T AgAdjLons at Bolted Connection 01 '31 Q k H,,noontai Sht,,? 0 . 23 2 k k, ft 0.0! k.It ,jC'"Jj F;r-,;r""5 k,ft Bolt Parameters Bolt 0' Input li-ns#k� snes5 ra "';0J)') k�? -AHf 1 IIH� ','Ili Nljn%�oal ;"At A�'l i.10-1' 1134 H'nit Sp'le oq' V'-,tu al Qtd I N?, I P kjlt S Ur-l" k f f on mV,� f Mk Yhew �01 Uod ry N4t Belt �hcks ljj)�tv ll;�,ck' F"��t 1�1,4� ;PS,,34% OKAY Nvwinal S;§F�a,w Stt,wss, �10 ksz 38.63% OKAY 63.91% OKAY AvadMAe Bt,arm,,, Snncln, I�dQ� 5, 8 " ki bolt ry 0.88% OKAY VIEWED BYROYce MMMHMM�� a= Site ID: Site Number: Site Name: B+T Group Project Number: Client Name: B+T Group 1717 S- Boulder, Suite 300 Tulsa, OK 74119 (918) 587-4630 towersupport@btgrp.com DXL06195 10061469 Gaylord Texas 174450,001,01 M06 MasTec Network Solutions 1501 Gaylord Trail. Grapevine, TX, 76051, Tarrant County Latitude 32.954690, Longitude -97.06430' 166 Rooftop B+T Group is pleased to submit this "Structural Analysis" to determine the structural integrity of the above mentioned rooftop supported telecommunications site. The purpose of the analysis is to determine acceptability of the structure to sufficiently support the telecommunications equipment presented in this report, Based on our analysis we have determined the suitability for the structures. under the following load case, to be: Existing + Proposed Equipment Note fabk, I fottw vfopuscd kiiid?nq MMZZM3�0 ��Ml I I RIMMALAW" All equipment proposed in this report shall be installed in accordance with the drawings for the determined available structural capacity to be effective. We at B+T Group appreciate the opportunity of providing our continuing professional services to you and Mastec Network Solutions. If you have any questions or need further assistance on this or any other projects. please give us a call. W�l III FlugilC Egee12/31/2025 Structural Analysis Project Number 174450. 00 1, 0 1. 0006, Gaylord Texas 1) INTRODUCTION 2) ANALYSIS CRITERIA Table I - Proposed and Existing Equipment Information Table 2 - Documents Provided 3) ANALYSIS PROCEDURE 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 3 - Stresses vs. Capacity (Alpha/Beta/Gamma Sector) 4 1) Recommendations 5) APPENDIX A Calculations September 25. 2025 Site No, 10061469 Page I Structural Analysis Project Number 174450. 00 1, 0 1. 0006, Gaylord Texas plauaNSE&M September 25. 2025 Site No, 10061469 Page 2 NOW, " IN A i A a and the appurtenances are locate� at ap roximately 1406 feet above grade line. The proposed antenna loading information was obtained from Mastec Network Solutions. All information provided to B+T Group is assumed to be accurate and complete. uzmzmno&�� The structural analysis was performed for this structure in accordance with the 2018 International Building Code and the ASCE 7 Design Standard. The TIA-222-H applies to telecommunications towers, Although telecommunications eqwpment is present, this structure is primarily a building and is more appropriately assessed with the ASCE 7 Standard, RAD Center Loading Elev. (ftt Position Cry, tuienufacturerModel I Type Note 3 3 Ericsson AIR 6472 B77G B77M 1 3 Commscope NNHH-65B-R4 5 3 Commscope NNH4-65B-R6H4 141 2 6 Commscope CBC426T-DS-43 4T 6 Commscope CTX41727T-DS-43 Proposed 48 3 Raycap DC3-48-60-8-1086F 3 Ericsson 4890 B25iB66 3 Ericsson 4490 B5/B 1 2A 6 Commscope CBC426T-DS-43 6 Comimscope CTX41727T-DS-43 3 Ericsson 4478 B14 3 Ericsson RRUS-32 B30 Existing 6 Raycap DC2-48-60-0-9E I Raycap DC6-48-60-18-8C-EV 2 Raycap FC12-PC6-10E (1 ) So(! (;onstmcfion (kwilrnents and 111ount analysis fol installation Documents Remarks Reference Source Construction Documents B+T Group Date: 0918/2025 On File Mount Analysis B+T Group Date: 842025 On File Mount Analysis Nexrus Date, 1016/2021 MasTec Structural Analysis Level 5 Consulting Date: 2/2i(2016 MasTec Fnninimp,riz September 25. 2025 Structural Analysis Site No, 10061469 Project Number 174450. 00 1, 0 1. 0006, Gaylord Texas Page 3 pzmuda��r dazz��� The structural analysis was performed using Microsfot Excel and RISA-3D (Version 22). Both software programs are commercially available, UHLEMM= I ) The structure was built in accordance with the designer's specifications. 2) The structure has been maintained and is free of damage, 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1. 4) No other mounts or equipment are installed on the roof that accommodates the mounts. All information provided to B+T Group by the client to be used in performance of our engineering services is correct and complete, This analysis may be affected if any assumptions are not valid or have been made in error. B+T Group should be notified to determine the effect on the structural integrity of the antenna mounting system, DIMKEME�� MMM ism= Rooftop Window Frames 52A% Pass IIUM��M The existing rooftop glass structure is sufficient to support the proposed equipment configuration. No modifications needed at this time. Structural Analysis Project Number 174450. 00 1, 0 1. 0006, Gaylord Texas September 25. 2025 Site • 10061469 Page 4 10061469 - Gaylord Texas 174450,001.01,0006 K-1 eount, p 26 - 2025 at 05.-03 PtA Gja7s, -ame with klr3d , F� ( vb-: � ^ } � . ( ) 47 ~^ \ � c � { ° } } *tsZ , � . � } �\ ? . \ � � ( ^ ^� ? %%}cy» { } Z,, � } � JZ \~ \ a \ | � ~ � `:\y � « \ 2 � } X IQ cry LP to SA - B-T Group 10061469 - Gaylord Texas Sid-3 o JAK Sp 2 2025 at 05.05 PM 1744SO,001.01,0006 (_lass Rame with klount,r3d ry X �X co X IP Co X Nj rr, m Loads PLC Seal IIIRISA "*"' Oup 10061469 - Gaylord Texas - SK-4 I JAK Sep 26, 2025 at 05:05 P%4 11744,50,001.01.0006 Glass Frame with Mounts 3d 0 -1 kift yt X 4 X m ti U u 4, C) Loads ELC 2 0 Vvind IIIRISA ls t T roup T 7K I 174450M1 .01.0006 10061469 - Gaylord Texas SK-5 Sep 26, 2025 at 05:07 PM Glass Frame. with k1ount,r3d m �X Loads LC E5 '- c' Iisaftle. 7AB+T Gi-oup IIRISAJ JAK 1174450,001.01MO6 10061469 - Gaylord Texas SK-6 Sep 26, 2025 at 05:07 PM Glass Frame with NlountAd I Fbw Cude Checks D;,ipfa�t�d (Envebped! Enve Ir.. p Only S: D :lbo- IIIRISA 7s T Grou� .......... :­­­ ........ I JAK 1174450.001,01,0006 10061469 - Gaylord Texas Co& Chvck (I nv) No Calc > 1 0 !�a-qc-i 0 0 -.50 K-' Sp - _p 26 2025 at 05.10 PNI Jass Frame with Mount.r3d Shear Check ill nv' No Cate -O 75 0 - 53 I Membe, SI leaf U.ec,,, a Disp dyad y,velcped! Enve',)pe, OrT; So:: Jio- '*T p 10061469 - Gaylord Texas rK-8 K JASep � 25 2620at 05: 11 PfO 1 74450 001 �01.0006 lass Frame. with Mount.r3d Company B+T Group 92612025 Designer JAK 5:14:42 P%1 IIIRISAJob Nurnbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Label X jft] Y ift] Z ift) -6,75 0 Z0 75 0 -- ±- 3 -6.75 ---- - -- 7 5 6.75 2,75 0 4,1 7 6-75 0 0-111-1-........................... 5 225 L 7 9 0 - ------_1, 11I 1 75 11 6 19 -2,25 0 21 2-25 2.75 0 8 23 2,25 0 0 9 25 .515 0 :10 26 215 jj 0,3333' 33 14 30 -5,25 -2.25 15 31 5.25 2,75 0 76 32 c75 0.333333 17 33 5.25Cl 0 ,18 3 4 525 0,333333 6 , � ,r) 5.25 6,5 "J"'j,6" 20 36 5.25 7, 22 0,33333"t ............. 3 39 Q75 �2,i 40 (0, 7 5 0333333 25 41 o,75 7375 0.3133,13,33 6 4..... 12 07 .... . 5 -2Ji25 0,33333) 27 43 2,875 a333333 1 -1�25 0,3333,53 ... .... ... .... .. . . ...... ... ..... . ... ... .. 0,33,3333 31 1.25 0 47 _0 32 48 -1.25 33; 49 2,75 2.75 434 ,, '5� 2,75 2,75 0,13313,533 ............. . .. . ............................. 5,1 ........ 275 3 0 37 ---(LI DZI, 78 54 275 -(,),25 0,'3333,33 1-- - -- ----------- -- --- --IITITIT.---'T-7 - --- I - -6 - - - - - - .... .. ........ - - - - - - - 39 55 40 63 5,25 2,375 0-'M333 41 64 ....................... 75 1 ,,17l5'..'..l-..'..,...,.,0,..3.33 3,33 ,,43 N44 0,75 2,375 0,333333 44 N 45 -5,25 2,375 U,31333 . ..... ... .... ........ .. ... . ...... .......... 45 i�14 . -6,75 1 0 '46 N471 -675 747 N48 -2,25 -1 0 15 TP, ---W�9,� �-212 �S 0 _4 +9 N50 Z25 0 5 0 N5I 2i25 15 0 5-1 N52 6,75 -1 0 52 N53 6,75 15 0 53 N54 -6,75 8 0 54 N55 -2.25 8 0 55i 56 2.25 8 0 Detach Frorn Diaphragm RISA-3D Version 22 f Glass Frame with MountAd 3 Page 1 conipany B+T Group 92612025 Designer 111RISAJob JAK 5:14:42 P%l Nurnbe-r 174450.001,01.0006 Checked By: Model Dianne 10061469 - Gaylord Texas Node Coordinates (Continued) Label X Ift] Y Ift) Z fftj Detach From Diaphragm 561 N57 6,75 8 1 0 1 Node Boundary Conditions Node Label X jk/inj Y 1k;tnj Z I N46 �2 N47 N48 4.. ReactioLn Rriactton Reaction Reaction Roactiol ---------- -n React-ioF --r Reaction ----Roacfion Reaction ,51 N50 RoaGfiotl rZoaction Reac ,-N51 61 Roa(,Ainti fieaclkm 7 Reaction Reaction Reaction N53 o Reaution Hoaction [Zeactioo Label (; Iksil Nu 1 A992 1 al000 11 irA 0,3 2 3 6 )O —29f T 1-4 115 0�3 3 7�2—Gtr)() 77500(4�,BfiND "P( 2QO( , K) 111rA 0.3 0" r",'B" 'T Ar 2f 000 111 frl O.'i 71, ASOO Gi.(:,.F3E1GTa 29000 11154 03 A53 Gf,6 ,5", 2900P, 1 Ir 0.3 ) 8 29000 54 Illf, 0, 3 Oi5 29000 ij 1 i 1. 11 Q-3 Tho,un, (',00ff fle'-F AVj Donsity jkYiold jk-,ij Vly 0.65 rig ------ ill 0,6 0, 41 (,. 1 1Y.,4, OA;5 0,�27 42, 1A '(55 0-527 46 1A (),b5 0,527 4CF 1A 0527 50 0,65 0,49 'b5 1,f5 016 049 1A (Y65 0,49 1 1 65 58 62 13 Cold Formed St.eef, Properties - I . . 1 2 Labol E jkstj G lksil Nu Thonn. CoOf, [1c," F 'I Donsity [k4C) Yrold (ksil Fu jksrj SS Gr33 2flsoo � I l'i 0-65 0,49 K 295 F10--Tll�06 0.3 iY49 General Materials fro ernes LabrO Nu Thcnn, G,(reff, fle`F 'I Df-wsilyjk?ftl Piato Mothodoloq.y jL rjen (.-.onc3NW 3155 --7i —4 3t� -1 015 0,6 0,145 isc yow-, I? (jean Gow-ANW i 4 8 0, 15 J T 0,145 3 (Ion Gonr;3LW--2085,—, 74 906 0. I s—J. (16 0,11 Isotropic , Qon GoncALW 2408 1047 015 - - - --------- 0,6 l"Of Z Aleuts i 10100 4077 U 129 0,173 _qqn qteol 29000 11154 03 (165 0.49 clon Plywoo—d 8-0-0-- 38 0 0.035 (sotropic FilGID 03 0 0 Mg aen Ortho i 29000 11154 0.3 0.65 1 0,49 tsotrovic Hot Rolled Steel Section Sets Label Shape Type Design List Material Dosrqn Rule Area [in'] lyy [VLIzz jiull J fin"L_ J'Antenna Mount #1 P1PE 2,0 1 Column Pi pe A53 Gr.8 Tvpical 1.02 O,627 0,627 125 �Antenna Mount #21 Z PIPE 2.5 1 coiumn pipe I A53 Gr,BT—Tyvical j --, 1.61 1.45 1 1 A5 2.89 RISA-3D Version 22 [ Glass Frame with Mount-r3d ] Page 2 conipany B+T Group 926"12025 Designer JAK 5:14:42 P%1 111RISAJob Nunibe-r 174450.001,01.0006 Checked By: Model Nan)e 10061469 - Gaylord Texas Cold Formed Steel Section Sets . ... ... ... Label Shape Type Design List Material Design Rule Area Jinj lyy [in'j Izz jin'] J fin') !!I[ CF1 P1000 Column I None IA653SSGf331 Typical O.517 0,165 4 0,222 � 0,002— I Node J Node, SectionfShape U-st, I'latef-ral Dpsq.il Rule It Horizontal beani Rectarigglat Tubes 1 1 3 7 6061-T6 Tvvical 2 5 MounRIGIDt -L 606 1 J6 _ 15 None None_TRIGID i 4 16 27 26' jypj�;al 5 17 29 30 'Antenna Mount #1 Colurrin Pi' e A5 3 43 B T 6 18 32 RIGID Not io None RIGI Typi �al 5', 19 33 34 RIGID None Novi',, FdIG O 4 T *�,,al 8 20 35 36_ 41 Golorun P A5,3 61,B I 9 21 37 38 RIGID None Norse RIGO Typidal l G I D Nufro RIGID Tyvical 11 2 3 41 42 1Ant"cnna"M_"ottnt #2' Column Pi,Pi,ri A53 cA I yL_ 7F2 2-4 4: _3: 44— 180 (;F1 Golunin None, A(353 S3 Gt :!3 Tpiqkl .................. ............. ................. . .. .......... 13 25 4 5 46 RIGID Norio Not in RIGID Typic0- I 1.�1 47 48 RIGID Mono None W(ilD Ty1m;al .............. . ........... . . ..... .. . .. . .. .. . ....... 49 50 None 27 _RIGID Nlor,19 Typical 16 28­ RIGID Nonn Not ro 1011DYi . . ........... 17 211 53 5,4T MOUT)t #1, Cohirrin P, A 53 64 r � B _ ­r__.+_ ____ i j 1tt Pe N 7 Wi, 4"1 Wardow Frank Golnniq, Roctan jq�a J6 T -.al ,_j 11 ­1-1.1.11�­-.11­1.1 _­,_�,­ 1­._-.­­­ 1 ­11, I'll,---". � ­_­-, ­­­­ " , ­­ I II- ­ I'll ji ..... .... . N49 N48 90 WindowFiamr, (;oltjl I Turies 6061-T6 t w.Lt Lt. E B in �Lt!! 0- L, mo Golunin Roctaii(juluf Tnbos 6061 J6 TypiCal 1121l N121 l N5,3 N52 I ti.3 Window Ftanro, Column R(retan(jilafr Tubes 606 1 _T(j )icaf n M22 N54 N55 90 Wiodow Ftarne (;ohrlinin Tubas ('Otr"-Tf Tyowat 23' M2,3 N55 N5(5 90 Window Fiarne Rectan(Ular TUbol"51 606 1 -T6 T ' I N) Window Fraino__T —Cohimo Roctangulat Tubjr°'S 6061-Tti 24; 4124—k aN56 AN 174: ---�4 Member Advanced Data .................................. Labol CoI-Vvali vi,�11 Roloaso Physical Defifiction Matra, r)J)tjojjS Goisirii(,; DR Yes None -- _____ --- 2 2 Y(!s 00ault NOt)o ............ 15 NA (ILO Yos NA Notm 4 16 17 NA Norio Yos NA None Yes NA W-ino 8"j. 20 Yes NA None .............. ......... . . .. .... . .­­­ ­ . ......... 9 21 Yes NA None TO 22 I i Yes NA None ......... . ... ' Yes «a NA Norte ,12 24 Yes NA None 13 25 Yes NA None '14 2 i63 Yes NA None 5 27 Yes NA None 16 26� Yes NA Nona ,17 29 Yes "CIA 18 M18 Yes — NA None Tq- _K4 i q, Yes " NA -None 20 N120 Yes None T, NA RISA-3D Version 22 [ Glass Frame with Mount-r3d I Page 3 conipany B+T Group 92612025 Designer JAK IIIRISAJob 5:14:42 P%1 Nunibe-r 174450.001,01.0006 Checked By: Model Nan)e 10061469 - Gaylord Texas Member Advanced Data (Continued} Label C6-Wall Veit Release Physical Deflection Ratio Options Seismic DR 22 %122 I Yes NA None '23 M23 yes NA None M24 yes IdJA" None Not Rolled Steel Desiqn Parameters Label Lof"91thl't,t], Lcony tpp Lftj Chann�.�I Clom I, a tft) FLIM,601), Ar te na Mount Al 9 21 20 (�;na tviount #1 L Lbyy N'A t NiA N,`A Lateral 11 23 Antcmna %Iqunt #2 10 29 Artton IvIount'll Lb NIIA WA NIA I Lateral _ na JI 1 ­11- ­11-11-11-1-11 " , , , A -I Vvy Latwal -Cold Formed Steel Design Parameters Label shapo LoiVb L't) L(;ori q) lop ittj.. Frit",lion 11 24 r F1 1 3 Lbyy i Lateral Nodal Loads and Enforced Displacements No Data to Pi ii it, Member PoLnj Loads & C I: Dead) %Iemboi Uihol Diodion Magi titi An Lk, k-it] jl�ft, 20 -0.0,39 9 3%25 Y 20 0 -,0 ..... ..... . ........ ..... . .. .. .. . 3 20 Y Y, J,; 2 -0.046 1�35 . . .. .. .. .. . ...... .. 7 23 Y -0.046 %65, ----------Y 1 ---------- --------------- 9 23 Y 0 23 17 Y -0,042 %30 J Y 13 17 Y T4 17 Yti 5 17 Y 0 0 1 6 29 Y -0.012 OU() 17 29 Y 0 0 2 Y 0 0 19 29 Y 9 0 0 20 29 Y -0 4021 %20 2,224 Y -6b"i I - 0070 PI 24 Y 0 0 24 24 Y 0 0 251 24 3 Y 1 mm0 k 0 Member Point Loads (BLC 2: 0 A lia, f0ember Label Direction de t Location �jft, 20 z %25 A-1 _18 2 20 1 z -0.118 7- - - - RISA-3D Version 22 [ Glass Frame with Mount.r3d I Page 4 conipany B+T Group 926"12025 Designer JAK 5:14:42 P%1 IIIRISAJob Nunibe-r 174450.001,01.0006 Checked By: Model Nan)e 10061469 - Gaylord Texas Member Point Loads (SLC 2: 0 Wind Xontinued) --I— Member Label Direction Magnitude [k. Otj Location jtfj,_�o 3, 20 I z 0 0 z 0 20 0 0 � 61 23 7 z -0.084 23 �.084 %65 z 0it 23 z 0 I 0 1 0 23 z 11 0 " ;."070 12 17 z 118 17 0 0 14 17 Z z z 17 29 z z r. 29 z 0 6 0 '20 29 z 0 21 24 15 1%20 221 24 z 4027 24 7 0 z 25 24 Member Point Loads BLC 3: 30 mindl %linAxr Label Dimcftnn Maonitwlo tkr Otj Lac-Mion Ltfll, ',,�,A O'j 2 F, 120 d� z 4125 ­2- 20 z 0 2 S 3 20 z 0 4 20 z S 20 z 6 -0.057 7 23 z -0,057 %65 8 3 2z 23 -------------- .. .......... ....... . . ----------------- ----- - ------ - -- - ------- z 0 0 213 z 4 125 %30 . .................. 13 17 z 0 tt 14 17 z is 17 az1 0 T6 29 --T z 401 ---------------- ----- r,.- 17 21 z 0 18 72T z 0 T9 29 1 z 0 0 ,20 29 z 0 21 24 z -6,013 22 2=1 z -0.023 23 24 z 0 0 m24 z 0 I 0 251 24 z 0 0 2 64' 20 X -0,07.2-1- 27 20 X -0,072 %65 28 20 X 0 0 , 2 _ ----- - 0 X 0 RISA-3D Version 22 Glass Frame with Mount.r36 Page 5 coniparty B+T Group 926 12025 Designer JAK 5:14:42 P%1 IIIRISAJob Nunibe-r 174450.001,01.0006 Checked By: Model Nan)e 10061469 - Gaylord Texas Member Point Loads (SkC 3: 30 Wind),lContinued) Member Label Direction ;Nj 20 X 31 i 23 X '12 23 X I � T3 23 X 23 X "35 23 X T6.1-1-11,111,11111 - � 117 X 373 17 X 381 X 17 :331 17 X '0 17 X 41 29 X 42 72f;+ T -X 43 29 X :44 29 X ,4ri 29 X 4 24 X eft24 24 ------- X 49 24 X 24 X, Magnitude [k, 011 Location [(ft. 11,o) 0 -U33 %35 -0.033 jiiiftidf [k, k-ftj U 1(fl, �z 20 z -0,644 %25 2 20 z -0,04.4 ;5 3 —20) z 0 4 2o z 0 0 z 0 23 z -0,021 23 -0.021 %65 23 z .......... . 9 23:1 z 2............ . ---------- 1.1.11--.'--,-- ........ ............. ------------------------- - . .................. ... . ............ . ;11 17 z -0,044 %30 12 17 z -0,644, %6 13 17 z 14 17 z 5 17 z 0 -T 1 -0.000 i ",o20 17p 29 z 0 0 5� 29 z 0 0 19 29 z 0 20 29 z 0- 0 a21 24 -0,008 lli620 F z 22 24 z 40 13 1,70 �23 24 1 z 0 0 24 24 z 0 0 5 24 z 0 0 26 20 X -0.077 27 20 X -0,077 %65 ?P 20 X 0 r.. 0 29 20 X 0 0 30 20 -— — X 0 0 711— 23- I X -0,036 %35 RIBA-3b version 22 Glass Frame with Mount.r3d Page 6 conipany B+T Group 92&12025 111RISAJob Designer JAI{ 5:14:42 P%1 Nunibe-r 174450.001,01.0006 Checked By: Model Nan)e 10061469 - Gaylord Texas Member Point Loads (SLC 4: 60 Wind),Montjnued Member Labo Diiection Magnitude [k, 011 Location [(ft. 11,o) �321 23 X O036 %65 33 23 X 0 0 34 23 X 35i 23 XA 0 13 17 X Xt -0,077 ;371 17 -0.077 %70 36 17 X 0 39 17 X 0 0 TO 17 X 1 29 X -0.014 %20 42 29 X 1) 0 X 0 219 29 i X 0 0 46 211 X -0,02 47 24 -0.0,33 %70 24 X 0 4 24 0 klon&um Lane'l- Di�otlitqi MaUnitudo, [k, k-ltj X 41041 2 X .0,041 20 X 0 53 2() X 0 5 20 X X -0,028 73 X -()J)28 23 X 0 maw 11 17 X -0.041 --- ..... ....... X 0,041 ------- 132- 1, 7. 17 X 0 :14 1 X 17 X 29 .................... . Q01(-i 17 X 0 29 X 13' 2Q X 9 ;20 29 X 0 0 24 X -0.023 72 24 X 41038 �',i670 23 24 X 0fifi 0 24 24 i— 0 0 25 24, X 0 0 Member Point Loads (SLC 6: 120 Wind) I I klenitw--r Label Direction f4a�gnitrjdpjk, k-ftj. L'o.ca](,ft 20 +2— z .............. 0,056 %25 20 z TO-56 3t 20 z 0 l 0 RISA-3D Version 22 Glass Frame with MountAd Page 7 Company B+T Group 92612025 Designer JAI{ 5:14:42 P%1 IIIRISAJob Numbe-r, 174450.001,01.0006 Checked By: Model Name 10061469 - Gaylord Texas Member Point Loads (SLC 6: 120 Wind) (Continued) Member Label Direction Magnitude [k, 011 Location [(ft. 11,o) 20 z 0 5 20 z 0 1 0 z 0.021------- --- %35 71 23 z 0,021 8] 23 0 19 23 z 0 0 TO 23 z 0 1 i 17 z 0,056 %30 72 17 z 0,110516 1070 13 17 z 1-4l 17 z 0 15 17 z 0 6 16 �1 2z 0,006 WY WilWy 17 29 z 0 0 0 J§, 4 0 �20 2u z 21 24 i 0,008 1%20 22 211 z 0,013 %,70 2,1 24 z ......,......µ_.µ ........_ F 0 24 z 0 20 X ............. 27 20 X AY097 '20 X 29 26 X 0 0 20 X 0 .. .. .. .. .. .. .. .. .. .. 23 X -0,036 %35 23 1 X 23 ............................... ....................... ................. . ..................... .. .. .. .. .. .. 13� 23 X , 1 17 X - - ----------- 1-0-11, 01-9-7-1------------------------------ 30 ------------ 37 17 X -0.097 %70 38 17 0 X 0 0 17 j Al 2£i X 4014 %20 T2 29 b 29 X 0 0 44 29 X 45 29 X 0 ,46 24 X --- ------- —24 X 403 i—%70 48-- 24 X 0 149 24 X 0 50, 24 X 0 6 Member Point Loads (SLC 7: 150 Wind) Member Label Direction Magnitude [k. k-ft] Locaiion Lft 20 z 0122 2 20 z 122 0,%65 ........ .. . 20 fl 0 20 z 0 l 0 20 z 0 0 ........................... RIBA-3D Version 22 Glass Frame with Mount,r3d I Page 6 conipany B+T Group 926 12025 Designer JAK 5:14:42 P%1 IIIRISAJob Nunibe-r 174450.001,01.0006 Checked By: Model Nan)e 10061469 - Gaylord Texas Member Point Loads (SLC 7.* 150 Wind) (Continued) Member Label Direction Magnitude [k, 011 �61 23 z 0.049 7 23 0,049 23 z 0 23 z 0 23 11 17 Pz 0.122 12 117 z 0,122 � I 13 17 z 14 17 z 15 17 z 0 16 2(1 z 0.6 1 " 7 2 , 9 ............. z 111.1 0 19 29 0 21 24 ..... ..... 24 Z 0,013 z 0,023 24 �24 .2�5 24 1 �0,07 T8F 2(r X 20 30 20 X "il 23 8 X -0.028-- X iki -0,028 .. . . . . . .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. �33 23 X X �3 X WF ,�} 17 X �0.07 . ........... . .......... . 37 17 X -0,07 Location [(ft. —0 0 %�O e' �,070 0 0 %20 �;)70 0 25 tT, ',I ----------------- ............... "/i770 17 o - --------- 17 X 41 29 7C -0,008c 20 42 Z4 X 43 29 X 0 0 29 X 0 ,45 29 X 0 24 X -0,012 A71 24--- X 4019 %70 » 4(99 X 0 0 d 24 i KK 0, iT Member Point Loads LSLC 8 180 Win ........................ Mpmbpr Label Dj�ecfian Magnitude (k. k-fif Location 1(ft, 1 20 z g0.097 %25 2 20 z 0,097 65 20 z 0 0 4 20 Z 0- 0 5 20 z 0 0 '6) 23 z —0.053 -,,�35 23 RISA-3D Version 22 [ Glass Frame with Mount-r3d I Page 0 Company B+T Group 92612025 Designer JAK 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001,01.0006 Checked By: Model Name 10061469 - Gaylord Texas Member Label Direction Magnitude [k, 011 Location [(ft. "gip) 23 z 1 0 1 9 10 23 z z 0 17 z 0.097 72 17 (1,097 z —Z �14 17 0 tl 0 15 16 17 29 z 0.012 0 %20 17 29 z 29 z 0 �10 2z 0 2 0 z 0 '21 24 z 0,015 %20 22 24 z 0.027 23 24 0 0 24 24 z 0 0 4 z 0 Mo9fi b4n Laf)(O Magi idt if. fe [k, k-ft LocAion jil.tt, `,)j 2 0122 3 20 0 20 0 23 z 0,049 7 • 23 z 0,049 %6F) 23 z .................. 9 23 z z I J z 0,122 o 12 17 0, 122 ",J() 3 17 0 0 14 17 z 0 0 16 2f) z %20 2q z 0 18 z 0 1 z .... ...... .. 2------ 4 Q013 ",�20 z -- -- --- ----- - 70 23 24 0 24 24 z 0 25 24 z 0 0 726 20 X O07 2-5 mm 20 X 0,07 ° �65 281 2�01��� X 0 0 29 20 X 0 0 3 20 0 -0 — 0 .31' 23 l X 0.028 %35 32 23 X 0.028 331 23 X —0 0 34 23 X 0 i 0 RIBA-3b version 22 Glass Frame with Mount.r3d Page 10 Company B+T Group 926"12025 Designer JAB{ 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Member Label ;3 (5 23 ( 3� 3 17 Direction X j �37 17 !38 17 X X .; '39 17 X 1-0 17 X Al 29 42 2P X X X M X Magnitude [k, k-fIj 0 0,07 0 _-_---.._?.:08 ---- ---------- ti _._.0..__._.___._-- ------ 0 I 0 %20 0 0 m Member Point LoadsjBLC 10: 212 Wind I_2 ........................................ . ................. 20 . ,,...... 0.056 _. 9,,,25 2{§... 0 5 20 ...... .. .. .. .. ..... z ........ .. . .. . 0 0 23 z 6,621 .035 7 23 z -Z 23 -2,1 .. . ................. . .. 0 ..... .. .. . ... .... ...... ....... .............. ----- -- J1 zw.r 0 T .......... . ...... ........ .. 17 17 . ........ ...... z z 0,056 0,05(i �,'vn70 1 It 17 z z . . ..... . ...... ..... 0 0 i5 z 0 T6 29 z 17 29 z z 0 0 0 0 0 20 29 24 z 0�008 ��,,-2 0 24 0,013 23 z 0 ------ 0 24 24 0 25 24 z 0 T6 20 X 0.0-97 �27 20 0.097 %65 28 20 X 0 29 20 X 0 0 30 20 X 1) 0 31 23 X 0,036 %35 2 23 X X 00 36 ',,65 33 23 X 0 ,34+ 23 X y 0 35 23 X 0 0 136� 17 X 0,097 RISA-3D Version 22 Glass Frame with Mount-r3d Page 11 conipany B+T Group 926 12025 Designer JAK 5:14:42 P%1 IIIRISAJob Nurribea, 174450.001,01.0006 Checked By: Model Nance 10061469 - Gaylord Texas Nieniber Label Duection Magnitude [k. k-ftj Location J{ft, %)I ±7 17 X 0,097 5"70 738 0 �39 17 0 0 6 0 A0 —X 17 X - 0 0 ............. �41 19 X X 0,014 %26 43 29 X 0 0 44 29 X ........ . . ............. .... ..... . 0 29 0 X (i '02 X 0.033 670 4ki '24 X T- X 0 0 21 0 %loniboi Lalwl NIagnitudo Lk�,�-,Hj Uwafion J(fl. 101 20 X 0,0041 %25 X 20 X 0,41 20 X 74 20 X X fi 23 .............................. .. .. ... .. . 0.028 V.35) 7 23 X 0,028 23 X 43 0 23 X U, .. . . .......... 11 17 X 0,041 X ...... . .. 0,041 . .... . ... ....... . .. X 13 17 r 12 17 X 17 X 0, 29 X 0,016 17,EX 18 X 29 24 X —A-02i �22 24 0,038 2:3 24 X 0 0 iP 25 X 0 Member Point Loads fSLC 12: 300 Wind)_ . ........ ......... NI e i rr tp, � Label Direction Magnitude (k. k-ftj Location f(ft, 1 20 z -0.044 %25 2 20 z 4044 0 3 20 z 0 4 20 z 0 0 5 io- Z 0 s —0 �-6 23 z 4021 °bYS ............... 7 23 # z -0.021 %65 8 23, z 0 I 0 RISA-3D Version 22 Glass Frame with MountAd j Page 12 conipany B+T Group 926„12025 Designer JAK 5:14:42 P%1 IIIRISA Job Nurnbe-r 174450.001,01.0006 Checked By: Model Nan)e 10061469 - Gaylord Texas Member Point Loads (PLC 1?: 300 Wind) (Continued) Member Label Direction Magnitude k-ftj bacation J{ft, %)I 9 23 z 0 0 ------------ To- 23 z 0 ri, 1 17 z -0,044 C % '12 17 0. ,044 %70 .. 13 17 0 0 z —0 15 17 z 0 0 16 z 29 z 0 .,Y .y z 0 . ......... 26 z 0 0 0 21 24 Z T2 23 24 24<1z 25 24 0 26 2o X %)'25 --T X 0.077 %65 '28 20 X 0 1 31 10 X 0 .................... ........ .... . ............ .. X (Yo"36 ............ 132 X 0,036 33 23X 34 Z X X �37 17 0,077 0,70 39 17 X — — — — — — — — — — -- 17 X 41 29 X 0,014 11/620 �42 29 X ....... . . . ............... t 29 X 44 46 24 N X 0,02 "'o20 .............. -241 X 0,033 48, 24 X 0 - - - - - - - - - - - 49: 24 X 0 24 0 Member Point Loads fBLC 13: 330 Wind) hlen)be�- Labol Mafjr1ity(19 [k, k-qj� [�flt,,.%)j 20 z %25 "2 20 z -0,125 9,'o65 3 20 z 0 0 4. 20 z 0 0 5 20 z 0 0 .6 23 Z ---1--0 057 %35 7 23 I z -0,057 s %65 8 23 —Z CI 0 ?3 z 0 0 i4g- 23 I 0 i 0 RISA-3D Version 22 Glass Frame with Mount.r36 Page 13 conipany B+T Group 926 12025 Designer JAK 5:14:42 P%1 IIIRISAJob Nunibe-r 174450.001,01.0006 Checked By: Model Nan)e 10061469 - Gaylord Texas Member Label Direction Magnitude [k. k-ftj Lc�cafion J{ft, %)I 11 %30 17 z -0.125 — ___________ --- 72— 17 z -0,125 ��o70 ..... . . .. ... . . ........ z 0C 0 -11-4. 117 z 0 0 - ........... ............. 1-5 17 z 0 z -0,01 17 29 0 0 18 z . ......... . .. . ........ . ...... . ................ . . 10 29 z 0 p, 29 0 0 21 24 z 0 0 13 %20 0,023 24 z 0 25 24 i z 0 0 7 20 X 0,072 o25 27 20 X 0,072 %65 X ,29 20 X 0 31 X 32 23 X 0.033 2 3 X 0 1341 23 X m 0 23 Xfs -X (W72 - - ------------ D% 7 0 37 17 0 3T X ....... .... ... ..... ....... 17 X --------- -- 429 X 0,008 %20 �29 X 0 0 29 X 0 44 29 X 29 X 0 0 - - -------- 46 211 W)12 .. . ...... .. .. ........... 47 X 0 9 24 24 0 :50i 24 X 0 Member Point Loads (SLC 14: 0 Wind wlice! N1pmbr,-8r LAt)(41 Direction 20 z 20 3 4 20 20 z 20 z 6 71 23 23 23 z z z 9 23 z 10 0 23 z 1 11 t2 17 z I 17 z Mat nitudo [k, k-ft] Loc,.afion Jfft.%)j -Q014 %25 -0,014 0 0 0 0,009 -0.009 %65 0 0 0 0 0 0 4014 %30 -6,014 IIIo7O RISA-3D Version 22 Glass Frane with Mount.r36 Page 14 conipany B+T Group 92612025 Designer JAK 5:14:42 P%1 111RISAJob Nunibe-r 174450.001,01,0006 Checked By: Model Nan)e 10061469 - Gaylord Texas Member Point Loads (SLC 14: 0 Wind wlice) (Continued) -- Member Label Direction Magnitude Is, k-ft] Location [(It, 17 141 z 0 0 15* 17 z 0 0 1629 z -0.003 ..................................................... 20 17 21.4 0 0 Z �18 . . .......... 29 z ..... . . ... ...... 4 19 29 0 0 2 29 . .... .. . ........ .......... 2i ;21z -0.003 %20 4' '�o70 22 24 ....................... . ......... .. . . z 0 0 0 z 0 0 Member Point Loads &C 15, 90 Wind wlice) h�nc-[k, k-ftj Lk)r,afion [tit- 1 --g k20 X -0.007 %25 2 20 X -0j)07 ..... ... .... .. .. .. ............. ... . .. .... .. 20-1- 1-1 0 20 X 0 ........... .......... X 0 2'3 7 23 X 6.6m) 0 23 X 0 0 TO 23 X 0 0 1 17 X -0,00 7 12 17 -11007 17 X 0 7 X 0 17 29 X 0 18 29 X 0 ........................ ..... .. -- - _-__.._.._...w ................. .. . . . . ........ . �13 =0 0 .......... .21 24 X— -0,004 9,,,20 24 X 4005 23 24 X ---------------- 0 �T4 —2 4 X 0 0 '?'51 24 0 Member Point Loads (8LC 16: 0 Wind Service) Label Driection fvlitqni,tud,e [k, k-ft] Localron J(ft, %d 20 i z J -0,009 %25 2 20 z -0.009 0�065 z — 0 i 0 4 20 —t7—i 0 0 20 z 0 0 23 z 7 23 z -OD07 11— 2233 z 0 i 0 z 0 0 RISA-3D Version 22 Glass Frame with MountAd Page 15 Company B+T Group 926"12025 Designer JAK 5:14:42 P%1 111RISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Member Labol Dteclion Magnitude [k. k-ftj Location ((tt, %)I 71 23 z Mi 17 z -0.009 %30 �12 z -0,009 7 0 17 13 17 z 0 14 17 z 0 15 17 z 0 716 29 z -0,0008 29 z 0 0 z 25 0 19 20 z 0 0 2 29 z 0 .......... . ............ . . -1111 "I'll".. 6 A21 24 z -0,001 ?620 ��2 21 z -0.002 24 z 0 23 0 Ct 24 0 0 ... .... . .. 24' 0 Member Point Loads LSL C 17, 90 Wind Service) Labol Dhoti, Mag1litlyd-f! jk, 01) ((fit, "�,4 , 31 1 X 4003 %25 t 3 X 0 2t,) X 0 a3 .. .. .. ....... ... .... .. .... .... .. ......... .. .. 21 X -0.002 7 23 X 0,002 %65 X............... 23 X 0 0 ........ ... ... . ....... 11 17 X -0.003 12 1-1 X -0,003 7 0 13 17 X 0 0 17 X 0 29 X -0.001 0,"20 17 X 1 29 X 0 19 JX- 0 0 �20 29 X -T) f ) .... . - ----- ---- 21 -0.002 IZ2 24 -0,003 1,70 X . ...... Z3 X 0 0 24[ 24 X 0" 0 0 Member Point Loads (BLC 18 ice), Mprnbe�r Label Direction Ma n t ide Lk, k-ftj Lc c�afi( n Q�,;A, ...... ... . - ------------------------------------- - _q j 1 20 Y )q 2 2tlY -0,159 2 20 Y 0 4 20 Y 6 0 520 Y 0 0 6 23 1 Y 4063 35 RiSA-3b version 22 Glass Frame with Mount.r3d Page 16 conipany B+T Group 9'212025 Designer JAK 5:14:42 P%1 IIIRISAJob Number 174450.001,01.0006 Checked By: Model Nan)e 10061469 - Gaylord Texas Member Point Loads (SLC 18: IcO (Continued) Member Label Direction Magnitude (k, k-ftj Locafion 1(ft. ",o)) jj— 23 Y -0.063 %65 23 Y _0 0 9 23 Y 0 0 .1 Y 23 0 0 11 17 Y -0.162 %30 12 17 4162 -z,,70 17 Y 0 0 14 17Y 0 0 ........... 17 Y 0 0 2u 0.01ti o2o . ..... ... .......... y0 - - - ----­-­---­---­ 0 0 Y 0 0 Tj Y 1 24 Y -0,021 %20 22 2,33 24 Y -0,033 24 l Y 0 0 24 24 Y 2 51 24 0 0 Y, 0 Mopihw Laf)O Dmq1ton Magnitudo 1k� k-ftj ........... Lo(e8fik)fl j�tt, 'Pojj 26 z _0_013 %25 2 20 0 z -0,013 %65 3 2 z 0 0 20 z 20 z 0 0 23 z -0, 0 15 7 . ....... ... ...... . z -0,0115 0 %65 R z z 0, �11 17 z 4014 %30 :12 17 z '0 0 14 17 z 15 —2 z 0 ....................... z -0,001 2 0 17 z 0 1 0 0 19 29 z 0 0 z 0 21 2429 z -0,002 %20 24 z 23 24 z 0 0 24 24 z _Z 0— 0 5t�24 0 0 Member Point Loads (BLC 20: 90 Seismic� klenitw_-r Label !ANnitude [k, k-ftj Lcwafion J(ft. I/IoA 20 4013 1%25 2 20 X 4013 %65 3 20 X, 0 0 RISA-3D Version 22 Glass Frame with MountAd Page 17 Conipany B+T Group Designer JAK 111RISAJob Number 174450.001,01.0006 Model Nan)e 10061469 - Gaylord Texas Member Point Loads (SLC 20: 90 Seismic) fpontinued) Member Label Difoction 4 20 — 20 X I 23 —+---`X�---- E 0 01 17 17 17 X X ------- 29 T-X X 29 29 X 24 21 X X 24 2.4 X X Magnitude (k. k-ft] 0 0 0 1 —5 0 b 0 -0,014 6" bacation f(ft, %)I 0 0 %30 Q-c,70 0 0 Member Distributed Loads BLC 2 : 0 Wind) Nlvnitwn LabolDiiet.JronStalt hlauiWnulu lk,,'ft, F ksf, k-ft/ttilEnd Magnitude [lot. F ks1k-flJljPt�fl Location J,ft bn:Airon [(It, -0,17 4 17 11% 100 -0,17 -0,17 11�1�� 100 ii 0,17 -017 % 100 M21 z lkij�# �0 (fl, 0q1A I 1�' z -0.0008 40008 0 100 2-0—--UF)i FIR 0 z 40009 0 1110 100 4 29 z -0A)OW 1 ........... - -0,0009 U 100 . ........... I z 4003 -0,003 0 11,10100 6 2 z -0,003 o'0013 0 1-1 100 7, 24 z -0-002 -0.002 %100 Member LabolDiroction Start k1agnitudo [�Jt. R kA k-ftlf! End Magnitudc) F� ksf, OtMjStart Location . ..... 1(ft, %)jEnd Location jdt. %01 IL_ 1'7 X -6,0068 -0 00 08 7!iO0008 %100 20 X -0.0008 .2j 3 23 X X -0.0009 -0.0009 -O.dbO9 -0,0009 @ 0 0 0.100 01000 29 rX 5 1 X X l -0,003 -0.003 -0,003 0 0 %100 o moo 2 X -0,003 7 24 X -0002 -0002 0 %100 RISA-3D Vefsion 22 Glass Frame with MountAd Page 13 conipany B+T Group 926"12025 Designer JAK IIIRISAJob 5:14:42 P%1 Nunibe-r 174450.001,01.0006 Checked By: Model Nan)e 10061469 - Gaylord Texas Member Distributed Loads (PLC 16: 0 Wind Service) Mernbet Label Direction Start klaqnrtude lkift. R ksf, k-ft/ftjEnd Magnitude (kift, R kst, k-ft.11IStart Location J(ft, G,o))End Location J(ft, %)I 17 i-0.0003 -0,0003 0 i 100 _00— z -0,0003 -0,0003 0 % 1 31 23 Z2:-: -0.0004 -0.0004 0 %100 4 2�2 9 Z -aO06— -0.6003 0 '0100 5 z -0�00 C, 0,00"C' 0 % 100 -0,0009 %100 24 z -0,0007 .0007 1 0 100 Member Distributed Loads LBLC 17: 90, Wind Service) Monitx'�t Lab0Diifm,;t0nGta0 Niacinitude jk/tt, R ksf. Wl/ft)End MaqnitU(le'[Wft, R kst, Ot.14tiStait Location Wt, NI 71 17 1 X 1 -0,0003 -0,0003 0 2 20 X A I J.0003 , -0,0003 0 100 3 2,3 X 40 004 _29 _X -66664 0 % 1 00 40003 K 1 X 40009 -0.0009 % 100 " () 2 X 400w� -0,0009 0 000 ,7 ot (0) 2.4 X -0,0007 0. tO tO) (0) 7 0 %0 100 Momhei LabofNewfii,mStmt jk.'ft. R kst. k-t(M]End Magnitude [k/ft, R ksf, k-ftiftjStatt Uwali(w [tt, End Localron Wt�Nj 1 17 -0,009 it % I (A �4! 26 Y 400'r -0.009 0 100 3 2, 3 4 29 Y Y _0A)i -0,009 -0.01 0 -0,009 .......................... ........... .......... %100 100 5 Y -0,01 ,0 -01 % 1 00 Y -0,01 24 -o'669", 0 Mornt)oi LandDiio�ctjonStaft jk�fl F, k"f' k-ItAtIlEnd k1agInitudo.[kift,k­-t,VfIjSta'`t Id LOCI�4fion ftft 1 17 Z -0. 6006 _0J)OO6 0 i %100 2 20 z -0,0006 -0,0006 11 23, z -0,001 -0.001 _(YO006 %100 1 z z -0,0002 40002 :0-00-02 (WO02 tL_ 0 0/10-00 160 24 -0,0003 %100 Member Lane' Direction Start k1agnitude 1 17 X ¢ [k,'ft. R ksf, k-ft/ftlEnd -0,0006 Ma nitudo Ik/fl. F ksf, k-tUftlStait 40006 .0J)O06 t-0 Loi-.;atron ((ft. %)jEnd 0 LocationjifL I'ih)j %100 100 20 X-0,000)(3 1? 33 23 X -0,001 4001 0 -T %100 --0163 25 X_ _U006 - . 006 5 1 X -0.0002 -0.0002 0 1111a 100 7) 2 -0.0002 -0,0002 0 100 7 2 4�4__Xxx -0,0003 -0,0003 0 11/0100 RISA-3D Version 22 Glass Frame with MountAd j Page 14 Company B+T Group 92612025 Designer JAK 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Member Label Direction Start Magnitude jklft, F. ksf, k-ftiftlEnd Magnitude fkj'ft. F ksf, k-tt.41IStaf-t LorAtion [(ft. �011End Location 1I 17 z -0,008 -o,6o8 0 %100 z -0,008 -0,008 o % I Q0 31 23 z -0,01 -0.01 0 0% 100 4 29 7 --0,007 -0,007 0 %0 100 5 1 2 z I -0.011 11 -0.011 0 %100 1110100 -0,01T 24 -0,009 -OM9,- 0 %100 jkJt. F.kst, k-It/ftlElt-.ilt:11N'llc,i�gi)itt�(1(�i IkIft, R ksf; k-ftilt]Staft �,o��Elnd Lw;alion j(tt, %)I 1 1� XX _U08 -0.008 0 %100 2 20 X -0,008 -0.008 0 Oo 100 3 2,3 X -0 1 L 0 01 6 ------ % 1 0 29 X -0,007 f 1 X 1 -0,011 0 9110100 h.4T(11 4U,)l 1 1) 000 :71 242 X 40(Y) -o.0, 69 ............. .. . .......... %100 Member Area Loads F- No Data to Pont - Basic Load Cases BLU Doso,,i iptii a Dead DL ( Wuiri .. ... .. ... .. ....... . ... ... ... ... . ................... .... . . W L 3 30 Wind WIL 4 -11- 1-- 1 - ...... .... 60 Wind -- . .... .. . . ...... ..... . .. . .. .. . ............. . ........ .. .... .... . . .. ... f) 90 Wind WU WL...................... 7 150 Wa rd 18,0 wrt Id, .... ................ WL �Wt- To 210 '1 240 Wind WL WL 14 1) Wind mice p OIL 15 wifice WL 6 Wind sorvP("(e4 WL WL lice 20 90 Seismic 21 0 Atqlv—lembers� 7Y2 90 Wind (klembor,�.) 23 Live Load 24 Live Load b 251 '72-6 Live Load -Load Live d 271 Live Load e 28 Maint LL1 T91_ klafnt LL 2 VYL --mL LL LL LL I Y Gf avily PS; inf Distf iN aed 4 7 7 7 7 7 RISA-3D Version 22 Glass Frame with Mounts3d Page 20 Company B+T Group 92&12025 Designer JAK 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas BLG Desenption Categofy Y Gravity Point 30 Mamt LL 3 LL 31 Maint LL 4 LL �32 r0aint LL 5 N LL 33 Marrit LL 6 35 Maint LL 8 —9 LL T6 Nlaint LL LL 38 Maint LL 11 LL 39 Maint LL 12 LL 440 klaint�l- 1,3 ... ...... .. . LL Maint LL 14 LL Maint LL 16 LL �44 MaInt'LL 17 45 Marnt LL 18 �4tj Maml LL 19 t LL aint LL 20 LL Lea CGi/7i�7Ji7c��ff3t7 Dosm I ptif rn Solve P-Dolla BL(", FaMoi BL(", Fa(lut BLC Fadof BL(11 Factor 1 IA D d Yes Y 1 1.4 2 1,2 D - 1.0 - 0 W �s Y 1 1.2 1 21 1 Y -,. I 1,20 + 1.)-30W 1,2 0, 866 22 05 jl 1 21 'i db w Y 5 12 0 + Y 1 12 5 1 22 1 6 1.� D - 1 o - 12o Y 1 1,2 6 1," 22 o-siin 21 -0-5 . .......... .. V-S., -.1-1-1--.1 12 D + 1,0 - 150 W yos y 1 2 7 1 21 -0866, 22 0�5 'I � 0 - 180 Vex 1 1,2 8 1 1 W­ Y 1 1,2 9 1 21 -0,866 22 -0,5 10 11 D1 1,0 - 240 W Y 1 11 16 -0.866 21 45 . .. ....... '-�1i 1,2D+ 1,0 270 ', —�VYe—s, Y I I 1 1 22 1 1,3 1,2 D,Y . I 866 212 1-2D +2 5 1, 2 0 + 1,0ico- Y 15 1+2 D + i'.0 -30 VHF Isle Yes Y 1 1 12 14 0+866 15 0. 5 18 1 —, 14 1 ---i- 16 .2 D - 1J) - 60 WrIm 'firs Y 1 1,2 1 0 �, (it-3 14 OJ.5 18 1 17 1, 1 L) 0 Vyi I L'o Yes Y 1 18 1 15 7),,Foi, T 14 -0.5 18 1 1-2 D + 1,0 - 120 VVI(��e Y 1 11 1-2 D + Y 1 1.2 14 -0.866 15 1 �20 110 * 1.0 Y 1 1.2 180 W11co Yes 14 -1 18 1 21 1,2 D + 1.0 - 210 WIUA�i Yes Y 1 12 14 -0,866 15 45 18 1 + '1'�V'- 240 Mice Yes 1 Y 15 1.4 1.2 -0.8(36 --i,2 D - 1,0 - i�d'W.Acxa Ye 1 1.2 15 -1 L23 's 4 Y — 24 1,2 0 + I .O - 300 VVIce, yes 1 Y 1 2 A 18 251 1,2 D - 1,0 - 330 Wflop, yeli—I Y 1 1,214 0,866 is 45 �16 1 -Y6-, 1.2 D + 1 �() E-- Y 1-2 19 1 27 1,2 D + 1.0 E - 30 Yes Y 1 1'.2 19 0,866 20 0.5 Y 1 —2 :7 —t2O�:7 �O, ��'S Yes —H �-8 1.2 Cl + 1.0 E - 60 Y 29 12 D + 1.0 E - 90 Yes Y 1 1.2 20 1 1 30 1.2 D + 1,0 E - 12o Yes Y 1 12 20 0.866 1? -0,5 4-31 1,2 D + 1.0 E - 150 Yes Y 1 1 1,2 19 -0.866 20 0.5 gg 32 1,2 D + I D E - 180 Yes Y 1 12 19 -1 33 1,2 D + 1,0 E - 219 f Yes f Y I 1 1,2 11 19 -0866 20 0,5 341 1.2 D , 1+0 E - 240 Yes Y I 2 RISA-3D Version 22 Glass Frame with Mount-r3d Page 91 Company B+T Group 92612025 Designer JAB{ 5:14:42 P%1 IIIRISAJob Numbe-r, 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Crescilption SoNe P-Delta BLG Fa€;tor BLC Factor BLC Factor BLG Factor 35 11 D + 1,0 E - 270 Yes I Y 1 1.2 20 736 1-2 D + 1,0 E - 300 Yes 1 y 1 1,2 37 2 330 i Yes Y 1 1,219 0.866 1 20 38 1.2D+1,51-1-a+S�efvce-�OW Yes 1 Y 1 1,2 1-6 1 23 —1L -1111111---11-1-11 . . .......... . ...... .... . . ................... . .. ...... . ........ . .. .................. ...... . .. ... ..... ..... 39 LL a Servi 1 1-2 16 0.866 17 Qf 23 1.5 40 Yes Y 1 1,2 17 0.866 I it.i 0, 5 2-3 1,5 1 2-D-+-1-5 LL a + Service7,99 W Yes 1 1,2 17 P 1 23 1,5 66 23 1��) 2 1,2 D + 1.5 LL a + Seivice - Y 1 1,2 17 0.8 ... ... .... .. ---- .... . ........ .......... 43. 2 D+-*"l,.",5"LLa+Sef,vw.fi-15OW1 Yes Y 1 1.2 16 -0,866 17 0,5 23 1-5 -L - -­­--­ Y 4-4 1,2 D - I �5 a + sutvico - 180 VV Yes 1 1.2 23 1.5 ... ....... . . . 45 12 D + 1,5 LL a + SeMce - 210 W Yes Y 1 1.2 16 -0,866 17 -05 23 I's ,JFT T2 D + 1 5 vi(—ie - —240 —VV—)'(++)s`—"I---y--- 1 1,2 17 -0, ------------ ------------ Yes Y 12 17 23 1.5 jf,l� W, Yes V— 1 -5 D +--S—er-v" 49 1.2 D + I .5 LL a + Service - 330 W i Yes y 1 1,2 16 0.866 17 -0.5 I 23 i 1 50 1,2 D + 1.5 LL to + Som(;v - 0 W Yos Y 1 12 16, 44 I'S "sl 1,2 Q + 1 -5 LL to + Servico - 30 W Yes Y 1 1.2 1(:; o.86(i 17 0,5 1 24 I's Yes Y� 1 1,2 17 "R36 �fF 0,5 21,55 j D+ 1,5 LL b+ Sotvico -90 W YesY 3 1. 1 12 17241''— T� —0+ T -'�'L —Lb + S�J t V i c g 12 jgQ,,%N§....... j Yos Y 1 17 �:t ��B(36 6 -(),5 24 1�5 55 jj-Q - 1.5-LL b :t-Sef yf(4l - 150 W 1,2 1 fa 866 1.5 r 1,2 D + 1.5 LL b + I AO VV 1, ;os -2-- % 1 1 . . . ........ .... Yes Y 1 1,2 16 -OA66 17 a 5 1 �f) 58 1,2 D + 1,5 LL h + &>Fvir,�e - 2-10 W, Yos y 1 1,2 17 -01i(ii; 16 h5 24 1.5 -1-­ 2 .1 4 t- 1 21 Q -+, 1,5 ILL b + Se� vrco -, 21710 All Yes Y 1 1,21- J7 60 1,2 D + 1,5 LL b -30) W Yo,� Y 1 1.2 17 -0, 86n 24 15 ____ . 1�, ........ .. W �-566 _17 61 1,2 D + 15 LL 1) + &4ivkx - 33() YOS Y 24 1,5 J-) 62 11 D + 1 ri L.L. c + Sotvve - () W Yo,�, % 1 25 1,5 63 12 D + 1.5 LL + Service - 30 W Yns Y 1 1.2 16 0,866 25 1,5 v- �-o­-- _6 (.')-'W 1 Yes 1 Y 1 1,2 17 0,866 if; (),r) 65 1,2 D + 1.5 LL + SivVI(Xl - 90 W Yes y 1 1 1,2 17 1 25 1,5 1 1,2 17 0,866 16 -0,5 25 1 �s 67 1.2 0 + 1,5 LL + Servico - 150 VW Yos Y 1,2 fe) -6�fI6(5 1'7 1 0 25 i's i "I �IIL T IF 12 0 + 1.5 LL c, + S(,ivicn - 180 VV Yos Y —i 1,2 16 -1 25 1,5 Q 1 7 25 1�5 1.ti ,5 LL r, Sol vic'(1, 16, Yes Y_.Y_W__.. 1 12 16 -0,8f 70 11 D + 1 �5 LL Setvk,O - 240 W Yes 1 1,2 2 5 1,5 ...... .. ... 71 1 Q 1,5 Sei ice - 27( W _Y(lc,, 12 17 Z)-R),TTI 16 0,5 LL c + Sowic'e, - 300 W Yes Y cl, ZI) -L-� Y 1 1,2 1 17 -0, 1�5 731.2 0 + I' + 74 1.2 D + 1.5 LL d - Service - 0 W Yo Y 1 1 2 16 i 2 6 1 5 75 1.2 D - 1,5 LL d + Swme, - 3 Y 1 1,2 16 ().866 17 05 26 is 7(i 0 Y 1 1.2 17 8666 1,5 12 D + 1 e r V i c e - 9 (), W Yes Y 1 11 17 1 26 1.5 78 1,2 D + 1+5 LL d + Sr mce - 120 Yes Y 1 1-2 1-7 0,KRi 1 fil -a—26 —1�) ....... .. . 4—. 79 1,2 0 + 1,5 LL d + Service - 150 W 5 Yes Y 1 1 1.217 16 4866 O��5 26 1,5 2*2 �1.2 D - 1,5 LL d + Service - 1,- WV Yes Y 26 1,5 -81 11 D+ I.SLLd + Service - 210M Yes Y 1 1,2 16 -0,866 k 17 1 -0+5 26 1 82 1:6: 5 2 1.2 D - 1.5 LL d + Service - 240 W, Yes Y i 1,2 1 77 866 16 45 26 1,5 26 1� 83 1,2 0 + 1,5 LL d * Service - 270 W i Yes Y 1 1.2 17 -1 26 I's �- FA 1,2 0 + 1.5 LL d + 3 i W Yes Y 1.2 17 - () ;�8� 6) 6) 16 0,5 26 1�5- 1—.2 C + 1-5 LL d + Service - 330 Yes y 1 11 16 0.866 17 45 26 1,5 86 1.2 D - 1.5 LL ka + Service - 0 W Yes I Y 1 1-2 16 1 27 1,5 87 1,2 D + 1,5 LL e + Serviqe - 30 W Yes I Y 6 0.86(3 9 17 05 27 1,5 88 1D - 1,5 LL e Service - Yes Y 1 1,2 1 17 27 1.5_ 91.2+ 60 W 0.866 16 1 L ice - 90 W Yes y I 4 1.2 17 1 i 27 1.5 . . . . . ........ - RISA-3D Version 22 Glass Frame with Mount-r3d I Page 22 conipany B+T Group 92612025 Designer JAK IIIRISAJob 5:14:42 P%l Nunibe-r 174450.001,01M06 Checked By: Model Nan)e 10061469 - Gaylord Texas Load Combinations (Continued) ........ ... ... ... ... Crescilption SoNe P-Delta BLC Fa€;tor BLC Factor BLC Factor BLG Factor K) 1 �2 D + 1,5 LL e - Service - - - - ­ , Yes i Y 1,2 17 _fj.,�f�6 1 16 27 1�5 .1111.111- 91 + 1,5 L L e + Service - 150 W 1.2 D Yes- Y 1 1,2 16 -0,866 1 17 0,5 27 1.5 32 1,2 D + 1.5 LL e + Seivico - 180 W! Yes 1.2 16 1_= 27 1,5 93 1.2D + 1,5 LL e'+- Service - 210 W y 1 12 16 1 0,866 1 17 -05 27 1.5 -Yes -1 k+ ,5 LL e + Sf vice, 1 1,2 17 „quid .6 1 Q 1 415 27 1:5 95 l,2D+l.5LLo+Service -27OW Yes Y 1 1,2 17 -1 27 1,5 96 1 w2 Q + 1,5 LL + Service - 30 ,�)_W _Yes Y 1 12 17 -0,866 1 0�5 27 1.5 1,2 D + 1.5 LL (4 Service - 330 W Yes i Y 1 1 1,2 0_.8'__6_6 1'7 27 1,5 98 1,2 0 + 1.51L I y 1 1,2 28 11, 99 12 0 + 1.5 LL Ma 1'' 2 YeQ y 1 11 29 1,5 J%N 1.2 0 + 1,5 LL Mair-it f3j ........... . ........ Y�� . . .. . ....... 1 I§ k".111- Y "I�...",."..".�'',,-.",�,.�'ll"�'ll",��I 1 "I'll" 1.2 3 0 . ....... 11,5. 12 Q + 1,5 LL Maint �41 Yos y 1 1�2 1 31 1,5 102 1,2 Q - (5) 1 YOS Y 1 1,2 52 1 s 103 i. b i LL Kiarnt (6) Yes I Y 1 12 33 1 104 1,2 + 0 Y�;�' I Y I 1 2 "i 34 :5 1, 5 L__L'­k'Xa­"m't_ YrW Y i 1.5 1,2 D + IALL,,Nlamt C,,!) Y f s ... ... .. . .... Y 1 12 36 1,5 107 12 D 1,5 LL Mah E ftILIM yos Y 1 1. 2 37 1,5 TWJT_2"6_"_17EL Maint Yos Y 1 1:2 1"]2- yes Y 1,5 Ti- 6) 1 2 D + 1 . 5 LL,Nlaj Yes Y 1 12 4o 1+5 ill 1,2 D + 1,5 LL paint 14 1 c.s Y 1 1,2 1 41 1,5 110 + 1+5 LL hluint 0 5), yos Y 1 1 ' 2 42__ 1,5 1 3 5 LL Maii 1,20+1. it Y I 1,2 4 3 1,5 LL Mamt ; 17) i yo""' y 1 1.2 44 1,5 115 12 D + 1 LL Yes Y 1 12 116 1,2 D + 7 1,2 1) + 1,55 LL Ma (20) yes 1 1.2 47 1,5 Node Reactions LG No do Labd X jkj y1k] Z M NIX, jk-!tl my �k-ftj mZ lk-ttj 1 N46 2 T tw"12 0. 156 0'05�klt OM2 00 0 0 3 N48 0 Ol I o.ls�) 2 0 0 0, 9 4 11 N4N51 0 4L�i 0.06,3 -0.004 0 ('1007 0 o 0 6 0 0,081257 J, 0 7 -1 Nr3 0,142 0.056 '1 0 0 0 9 0 46': X: 0. jL2 �Q.�73 3.6�i Z: b �l 11 2 N46 12 2 0 113 1 _-W 0 1A 12 0 0 0 0 0 1:3 2 N48 0.019 1 OAS 1,672 0 14 2 N-19 i 0 0,04 ........... 1� 1 A26 0 0 0 15 2 N50 0.002 0,264 1.727 0 0 0 16 N51 1_�O OM3 0 0 0 17 2 N52 3 18 2 5 3-1 -0.032 0 ---TO-48 0.118 1.553 1, 0 1 A22 0 0 0 0 0 19 2 Total_-,: 0 QW4 12,183 20 2 COG It): K 0,142 Y: 1821 Z: 0,21 21 3 N46 I 0,141 022 O197 1 0 ➢ 0 0 22 3 I N47 0.004 O.061 O.047 0 0 23 N48 0,222 0.205 0277 0 0 0 24 i 3 N4'9 0,00'5 6054 0.06 0 0 s 0 71SA-3D Version 22 Glass Frame with Mount-r3d Page 23 Company B+T Group 926"12025 Designer JAK 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Nodp Label X lkl___ Y [ki Z (ld NIX Ik-ft) MY jk-ftj MZ (k-ft) 25 3 N50 0188 1 022 0,32 0 0 —0 27 4 N52 0129 -0.012 0,177 0 0 28 3 153 10, —0, 0; . . 3 7 O�054 0 . . ...................... 3 Totals: 0698 U34 1188 30 3 GOG X, 0 142 Yp 3,821 Z: 0,21 31 4 N46 6199 615-5` 0,096 0 0 0 32 4 N4711-1-111----11-1- --11006 0.062 0,021 C.b 0 0 33 4 N48 i Q,301 0231 0,138 0 0 0 34 4 N49 0,0 5 6 0 26 0 0 . ..... . ........... .. .... . . ............ 4 0,265 0.208 0.157 36 4 0 N5 1 0.007 0,043 0,023 37 4 N52 0.181 4053 0 066 0 0 u.00(3 0,022 0 39 4 Totals: 1 0.973 0.834 0,55 40 4 X --, 4,(ft), 0,142 Y: `1. 8 21 4 F) N46 01t6 0,244 0,013 0 0 2 o 42 N47 0.005 43 N48 0'.278 0.225 0,008 0 0 0 44 N49 O,r)07. 5 0,'4-L_ _QgQL___L O003 0 N 5 1 0,045 -0.00"'i .. . ....... . 46 47 N52 010) -(Y031 -0,0113 0 0 4t�; 5 N 5-6,,W4 0 ' 49 Totals: (M)06 0,834 So F Y: X: 0.142 3821 Z" 0.21 227 0,272 4071 0 0 0 6 M 7 0,006 0.061 -0.026 6 N48 0.32 U34 -0,14 0 0 1 N49 0J)5(j -0.032 6 N50 02% 0201 -0147 56 11 —N 51 I OM7 0,015 �57 1) N52 0 6 1 4 -0,114 0 — N5"'3 -0 ...... .... . .......... ...................... . ....... 1.052 OM4 0�595 3.821 -i 716, , (. 6 eft,.}.:.. X, Q, 1,12 Y-, Z: 0.21 (11 7 N46 22 6 7 O(A 0 056 05 0 - - ------- ------- N48 0.207 63 j 8 0 0 0 64- N49 0,005 _0,062 0 0 J 65 7 N50 0,178 %203 4291 0 . ... . ........ - -11-11111 I'll 11-1--n-'. -, - - � .. -1.1- -11..- -1--1.1.-1. 66 7 N51 0,065 om�)(� -o,oi,.; i, 0 . ...... . ... .. 67 7 N52 0112 OM4 -0.2 0 -TI 3— 53 N —1,1 TO-32 0 -01059---- Q 69 7 Totals: 0,68 0.834 -1,158 70 -----7iF �G(:: G Mi� X: 0,142 Y: 3,821 Z 0,21 71 8 N46 0.041 1 0139 -0,164 1 0 w 0 0 f —47 —0 0.048 -0,049 is 1) 0 73 I a N48 0004 0,134 -0.279 0 0 s 0 74 8 N49 0 00,�-7---770-062 0 0 75 8 N50 i -0.02 0.211 -0311 0 0 0 76 8 N51 0 0 072 -0,058 0 0 77 8 N52 4025 1 0.127 -0.173 0 0 78 8 C N53 O046 -0,058 0 0 0 ry 79 8 Totais: i 0 i 0-834 -1155 RISA-3D Version 22 Glass Frame with Mount.r36 Page 24 Company B+T Group 926"12025 Designer JAK 5:14:42 P%l IIIRISAJob Numbe-r 174450.001,01.0006 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Nodp Label X 1k] Y [ki Z [ld NIX [k-ftj MY jk-ft] MZ [k-ft] 80 8 COG (ft): X: 0,142 Y: 3,821 Z: 0,21 81 9 N46 -0,084 0,051 -0,19 0 0 0 9 N47 -0,004 0,039 -0 1 0 83 9 N48 -0,266 1 0 0 0,054 -0,06 0 0 0 85 9 N50 0217 0,221 -0.298 0 0 N51 �-005 0,089 -0.059 0 0 ............... 87 9 N52 -0,163 0,251 -0-172 0 0 0 9 N 5 3 -0,004 0,059 o j 0 89 9 Totats: -0168 0,834 -1,158 90 _,_X 9 Q(X; ifty X� 42 0.142 0 4)5 91 10 N46 -0159 Y0,0021 -0.105 0 0 0 -0,006 0,036 027 0 N43 4,307 b'.03'6" 4. 1'3'9 0 0 0 j ... .... ....... 10 N49 1, �0008 0,052 -0.035 95 10 i N, 4324 0231 -0.155 0 N51 -0,007 0,096 _003 0 1 0 97 10 N52 -0,235 0A13 -0,072 0 0 N53 0103 99 Totals: 41.}50,834 -0.5911 Y 81 2 1 101 11 N46 4 141 (Y024 -0.009 1-1 _N47 _01005 (Y041 -0.003 0 103 11 N48 -0 26 0,048 _(YON t 0 0 0 0-4 1-1 N49 4006 0,051 __0 (_)o_4_T­­d o 0 I of) 11 N50 -0,278 6,24 o,ow 0 I (i -0,006 0,093 -0002 I I N51 I I N:)Z -0204 0274 0,015 0 0 0 108 11 109 11 Total%l -().90(3 0,834 11 X: o,142 Y- 3,821 6�1 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ill 12 N46 i -0, 159 0,009 0,067 0 0 0 112 12 N47 I -(W07) OAM 001rl 0 0 148 -0278 0,045 0, 1 "A 0 I 114 0,024 0 115 12 11 N50 -0 298 0241 0,1 5:: _15 N51 -0 007 0 0 0 .. .. . . ..... 12 0 0 _j 117 N52 -0,214 0 0,102 0 IT, 1-2 N53 -0,006 10M24 0 0,067 0 � (0) 2 119 12 Totals-1- -0,973 01 �� 18,14 055 12 41 f i Y; 3,821 Z: 021 N 6' _0115 0,038 017 121 122 1:3 -0,004 0.044 0,046 0 123 13 N48 -0194 0M74 0,279 0 0 0 124 13 N419 _(1005IL-A 0,05 0.05t3 0 (1 2-5- 13 N50 1 -0,218 0.239 0.314 0 0 67 126 N51 0,083 O�05 0 0 13 j 57 127 13 1 N52---------- -0154 0.243 0205 0 0 0 - 128 13 N53 -0,004 OM4 (M55 o 0 0 129 13 Totals: -0.698 0M4 1188 (_OG W): X � 0. 142-7 Y, 3-8 2 1 1 Z. 0.2 1301 .......... . . 1 14 N46 0109 0.46 OMS 0 0 0 1_52 a14 i N47 0,001 UPI- 4001 14 0 0 133 N48 U1 1 0,368 0 0 4- 134, 14 _N4 9 0 I 0,092 1 -0,001 0 0 0 RISA-3D Version 22 Glass Frame with Mount.r36 Page 25 Company B+T Group 926"12025 Designer JAK 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Node Label X I kl___ Y [ki Z (ld NIX Ik-ft) MY jk-ftj MZ (k-ft) 135 14 N50 -0035 OM U66 0 0 '2') o- 14 NSI 0 0,13 0 0 0 0 137 14 N52 -0,095'­- 0.427 0.033 0 0 13' 8 14 1 N53 -0.001 0.102 -Q001 0 0 0 .......... .. .. .. 139 14 Totais� 0 ;�266 0185 Y T— : 2,721 140 14 Li: 0 141 15 N46 1 OA69-- 0,032 0 0 N41 (1001 0 0 143 15 N48 01033 0,375 0,047 0 0 0 �144 5 N4 - 0001 0D92 -0,002 - 0 0 -- .............. ,---- - - ........ . ... . . ............ 145 15 0.059 0 0 0 147 15 N52 -007 0,415 0M8 i 0 0 1 8 15 N53 0 V 0,101 -0,6t�2 2(if; d 149 15 Totals: 6 Z266 0,161 :I0 � U 716 > ' X �0)1'i2 Z: 0.248 ITT) K 0132 Y: 2.721 1511 16 N46 0134 QA76 0.023 f3 _0 0 1---" N47 tjjI(l'8 -ROM --' 0 0 153 16 N48 0,( )5 0. 3 8 0-03 0 17 —16-1 f 0.0Q11- 0,093 ). �.1 ()o (111111 11�)— N50 _M(Mi _576 __t___Q_Q4 0 --------- i F,(; it- 001 ('127 N5 111-11-- 111, -.1'...", .. ... ........... . . .. ....... 157 _J6 i N52 405�.) OA06 0,018 0 158 16 N5,3 1 -0.005 1 0 159 16 Tolals� 160 , 16 0. 1 2.266 093 Z: 0,24� X- 0. 132 Y: 2,721 617 1116 '' 0 162 N47 0,002 0,108 6( i3 o 17 N4 8 (Y055 0,381 i 0 164 17 165 17 50 009 0' 575 0.014 0 0 7 T-1— '� 1 Q6 1 N 5 1 0.091 -0.0MI 167 17 NF)2 -0055 0,403 0004 0 1.3 0 _T6T 1-7 0,099 -0"009 17 Totals- 1 0152 26�1'i 2,721 7T 0, 132 ... ............. . 18 i N46 00,136 0,477 -0,002 172 8 N47 ,002 0.108 -0.012 'IT31 18 N4 0.049 0,379 4018 i 0 174 N4�,4 0.001 0.093 -0A), 0 18 NSO 0,003 0,575 -0,011 0 0 N51 Q 127 176 18 0,001 -0,013 d ... ........ . . . .. .. ... . ...... ... 18 N52 -0,059 0.406 -.a80 0 0,099 =78 -------- ---3 4013 0 18 Totals: 0.12266 4109 3 18 COG (foJ' X: 0,132 —Y2,721 Z: 0,248 181 19 N46 i 0.126 0,471 -0,012 0 0 182 19 i N47 U01 R 107 4015 0 0 183 19 l N48 0,03M 2 0.374 -07 0 4- 0 0 184, 19 N49 0.001 0.60;.3— -0,018 1 0 0 0 185 1;9 1 N51 0 1 N50 -0.013 0-576 --0,03 0 0— 0 186 19 0.120 - 0. 0 0 0 187 19L---] N52 -0,071 0,416 -0,017 0 0 0 -0-0 17 N 6 b 0 0 188 19 -,3 0A -0,017 189, 1 1 "---O6—,f6l 9 Totals,- 0.076 226 i RISA-3D Version 22 Glass Frame with MountAd Page 26 Company B+T Group 926"12025 Designer JAK 5:14:42 P%1 111RISAJob Numbe-r 174450.001,01M06 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Nodp Label X 1k] Y [ki Z [ld NIX [k-ftj MY jk-ft] MZ [k-ft] 190 19 COG (ft): :X:_O� 132 Y: 20 N46 0,112 QA62 -0,016 0 1�i .' - - 0 - 0 192 20 N47 0,001 0.107 -0,016 0 0 0 193 20 N48 01009 0,366 -0.044 0 0 0 N4�� 0 0,093 -0,019 0 1 1) 03� 195 20 N50 -o _0'_'_0--36 0 0 0 51 g 11196, 20 N �5 1 0 0.131 -0.017 0 0 ............... 197 20 N52 -01096 0.429 -0.02 0 0 "",4 ... �) -0,018 U 0 0 W 199 20 Totals: 198 20 N5:'3 -0,001 0,101 0 2,266 -0.185 200 '20 1 (-OG X: 0. 132 Y� 2Y21 Z-11 di 21 N46 0 0q8 0.452 -0,013 0 C3 i 0 21 N48 4m,", M3 0,359 0 _ -0,001 0,093 -0,018 0 0 21 1 -0,057 -0.oZ""" o 0 21 N50 266 1 N51 -0,001. .. .. 0,133 0 -.01 W)'16 0 0 ..... 21 N52 0 102 0A41 6 0 208 209 21 Totals: -0076 2,266 -0, 1 (.r Z: 4 K 0� 132 Y: 2,721 012 8 44 5 0,087 0,446 -0,005 0 _ 212 22 N47 0 0.106 o 1-2 (j 0 '213 22 1., N48 .0 0214 0,354 -0,02 0 21.4 N49 -(miol 0,092 -0.01'Jl 0 0 2ZI-1 N�)O -0,0713 0,581 M)i o 0 2 22 '-0.001 0, 1,34 _0�01'13 0 0 . ........ .. .. .... 2 N52 -0,113 0.45 05 0 N53 2-2 S 132 2191 22' 1 Total, 4 2,266 -0.093 G '12 ra6l.- 4� X. 01, Y. 2,721 Z: 0,248 j ­ - ------------- "W'J' 23 N46) 0,082 0.443 0,008 0 0 222 213 N47 6' 0, 106 -0-00A ------ - ------------- 223 23 s 48 -0-035 0,352 0,004 0 27 234wm 00V N50 4079 0 2 10. 4 53 OM8 227 EvN52 -017 i= - 0 23 NrL3 1 01(A -0.009 �29 23 Tofais� 1 -0,152 2,266 230 23 X: O. 132 Y: 2.721 L 0,248 24 N 46 0,085 0,445 0,021 0 2 T_ �32 24 N47 0 0,106 _010al, 0 0 0 0355 OM8 _0 233 24 N48 -0-028 234 24_'j _N4� -0,001 -'TT07-)2 _0005 0 0 F32---T 0 � 64-1 235 24 N50 4073 0 0 fl 0 236 24 N51 -o.00l 0133 -0,004 0 0 .0112 0,449 0,021 0 0 238 24 N 53 -0,001 0.104 -0,005 I 0 0 34Total-S-7 1 -0,132 2.266 0.093 240 2,f- G 0 G X-1 0. 1,32 )­7 _2721 Z: 0.248 2411 25 N46 i I 01095 l 0AS1 0.03 0 0 0 242 25 N47 0 0,107 _0M42 0 0 0 2431 25 N48 0 12 8 0.36 O.046 0 0 0 '4o 244 25 i N49 i -0.001 0,092 -0 0020 0 0 RISA-3D Version 22 Glass Frame with MountAd Page 27 Company B+T Group 926"12025 Designer JAK 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Nodp Label X I kl___ Y [ki Z (ld NIX Ik-ft) MY jk-ftj MZ (k-ft) 2451 25 N50 -0057 1 0.582 0,06 1 0 0 —0 NS' 1 777�5��� 0 -0,001 0132 0 1247 25 N52 -03.( 101 OA4 0,03 0 0- 1248 N 573 'J-O 001 0103 --0,002 ..... ........... . —0 0 249 95 Tot - Is: -0,07' d 2266 0.161 250 25 GOGt) K 0.132 Y: 2,721 Z: 0.24 251 26 N46, 0,026 0,134 00180,003 0 0 0 tq4ii j 213 N47 0 0.05 0 0 3 26 J)I 0137 0,029 0 0 0 25 0 iD N50 -0017 0,222 0,041 0 0 0 (M)69 UW3 2� N52 -0�019 0121 0,017 0 0 (K 5 i� 5T 0 )(),T 26 0 T) CCRT 259 26) Totals-,0 0,8,A 0118 260 K 0, 142 Y: 3.821 Z: 0,21 2(11 27 N46 037 0.142 0 0.017 0 0 0 —7—'1 N1.7 0.001 (M)51 0-002 263 27 N46 6`0'6 143 0'6��; "o- 0 0 2(9 2-7 T--N,17t 0 �003 OM 0 =03L; 27 266 27 N51 0,06� OM2 J .. .. .. .... ........ .. ... ... .. .. .. ....... .. 67 N52 0.11 OM4 268 27 N53 2 (1001 0.047 01 0 269 27 Totals� 0.059 0,834 2 27 tt) X: 01142 'Y�3.Qi Z: � .. 41- ­- -­, IIIT- I- ­­1. -11,1-1 ­- ­-- 1-1­114­1­11­ 271 N4 '148 12, 6 ­--- 2 o 8 N 7 -i� ­1-1111- .11.1111 -1 1111-1-- 11 ............. 1-1-1. � ( ) ( ) 1 052 273 28 i N48 0,04 0,147 0,016 275 28 N50 12 0,219 0.023 0 276 28 N51 (M)OI 0,066 0 0 277 28 N52 0.002 0,102 0.007 i 0 278 2A W)"i 0,046) 0 0 9 28 Tota�s� 0,102 QJQ4 0,059 4-- I (,()G 0, 142 Y-3.821 L 0,21 281 29 4 0,15 0,004 2r3229 . . . ............ 0 283 29 N48 0.3345 0,149 0,003 0 0 1 0 284 29 W 0.001 0,055 -0,003 N50 0 17 0� 218 0.006 1 0 0 0 .1 0 N5 I Omi 0.066 0 ............ . 287 29 N52 i 0.005 0,099 -0,002 0 288 29 N53 ().()()I O46 -OD03 29 Totals: 0,118 0.834 90 29 (-"0(-; 01): # K 0142 Y: 3.821 021 291 30 N46 0,046 0,148 -0.004 0 0 0 292 30 N47 0,001 -To-r), -0.005 Q # 0 293 3 0 N48 a 004 0.147 -0.011 f 0 0 294 30 -- 0 0 0 295 30 N50 __&L012 0,217 -0,012 0 0 0 --Z9-6 3-0 N51 Oml 0.066 0.006 0 0 s 0 9-7 30 i N52 OM1 0,102 OM9 0 0 0 298 30 N53 0,001 O-0,006 0- 0— 0 T a -Is: --0 —102— -299 1 —ot' 0M4 -0.059 -RISA-3D Version 22 Glass Frame with Mount.r36 Page 28 Company B+T Group 92612025 Designer JAK 5:14:42 P%l IIIRISAJob Numbe-r 174450.001,01M06 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Node Label X 1k] Y [ki Z [ld NIX [k-ftj MY jk-ft] MZ [k-ft] 300 30 X: 0142 Y: 3,821 Z: 0,21 01 31 N46 OM9 143 4011 0 0 0 302 31 N47 0 0,051 -0,007 I 0 0 0 303 31 N48 0,027 0 . 14 -0,021 0 0 0 304 31 N49 0,001 0,055 -0,009 0 0 0 305 31 0 N50 0.218 -0,024 0 Un 41 (1) 1 4 0 0.068 0 0 0 n f),,jIq :31 j N52 1 -0,008 0.111 -01014 0 0 308 31 NE13 0.001 Q,047-0,008 0 0 I_364 31 1 Totals, 0059 0,834 4102 310 (10(,; �ftj, 18 Z: 021 31 t X � 1 �2 Y� »3 11 32 N46 0,029'-' 0,135 -0,014 0 0 0 312 32_ Nj 7 0 0,05 -0,007 0 0 31.3 132 . N4� o m4 1 0 136 25 0 1) 0 0 0 0.054 0 0 315 32 N50 • 4018 0,219 b 0 U; 32 N51 F o 00 �0 _04)(Y 0 0 3171 32 N52 -0,02 0,122 -0,015 0 0 ----------- 32 0 ........ ........ 319 32 Totals; 0 0�81A -0, 118 Z: `2 , 1 " 321 �"3 N46 01018 6, 126-0.013 0 0 0 322 N47 I 0A),h) -0,007 0 0 323 33 N48 -0 009 0,13 -0,022 0 0 0 WF4 '154 0 0,0' -0,009 U 0 325 33 1 N50 1 4035 0,221 -0.024 0 0 (i -7- 0 Q071 -anod--T- o 0 326 N5 1 0 .. .. ... .... �.­ ­­­­­­­­., � .. I I'll..", 11,111.1111.1, -0,032 QJ34 4012 0 0 0 0,049 _OAMA 0 0 329 Totals: -0,059 0,834-0,102 3,821 Z� 0,21 3'io Y- ...... . ..... . ............... 3, N46 0,12 0 0 332 34 _;�07 -o,00l 0,049 -0,0OF) 0 0 0 ---------- 3,33 34 N48 -0 022 0, 126 -0,013 0 0 0 0,001 0,054 -0J)Q7 0 0 0 335 N50 0,222 0 0 336 �34 N5 0 001 0,072 -0.005 0 0 . . ........ ..... 31370" 1") 5 '0 0 0 3138 '34 N5�� _(M)Ol 0,05 _01)06 0 0 0 ........... ...... ..... .. 339 34 Tntafs1 -0.102 0A34 1 -0,059 X: 0, 142 Y: 3_821 Z 0,21 Qq, 00: 0 0 0 N46 0,006 0118 0 _N4 7 '7-.o- f ,001 0,049 -0.003 0 0 O� 124 0 4,-i_ 35 N4 0.001 0 0 344 35 N49 _o-001--1 0.054 _0J)03 0 0 35 35 N50 -0052 0.223 0,006 0 0 0 346 N51 -0,001 9 O072 -0,002 0 0 0 347' 35 N52 -0.043 0144 0,004 a 0 0 0 35 N53 -0,001 0,051 -0,003 0 0 349 35 P Totals: 4 l 18 n 511A T_ 35.0- 35 G0G X: 0142 Y:3,8211Z: 0.21 351 36 N46-' om8 0.12 0.008 0 0 0 ;_39 36 N47 -T -6 0 0 . ,J3 i 36 a N48 0021 0.126 0,015 0 0 0 354 N49 i -0.001 _-F-0,0513 _0 1_0 0 60 71SA-3D Version 22 Glass Frame with Mount-r3d Page 29 Company B+T Group 92612025 Designer JAK 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Node Label X I kl___ Y [ki Z (ld NIX Ik-ft) MY jk-ftj MZ (k-ft] 3551 36 N50 -01047 l 0223 0M4 0 0 -0 356 NSI -0- 01 O072 0 0 0 0 . ...... . . . 357 36 x N52 04 0,141 0,011 0 0 0 N53 0,05 0 0 0 358 -36 3,6 Totals� -:�O- 102 ---R.8,34 0059 42 36 Y: U21 Z: 361 37 N46 O.T26 6-0- 15- 0 0 ---0-11- 4 :37 0,002 0 N47 0 363 37 N48 -6008 t O� 13 0.025 0 0 0 OVi,I 0-003 N49 .. . ............... . .. 0 0- ............ 365 37 K50 -0034 0223 QQ36 0 0 0 0 37 '37 N52 1 -0,031 1 0, 132 0,016 0 368 37 0 L%L) 37 Totafsf -0,059 0.834 0.102 7 Y: 3,821 Z: O.21 371) 1�), 14 2 371 38 N46 0,026 0, 134 0,015 0 0 0 372 N-I 7 -(T -w.)5 0.001 0 0 373 t 38 N48 001 O1 137 O024 0 8 W 3 4 3�w 0000 ,54 ,020 0---r- _ ............. .......... . 31 -375 38 -0.017 2al a 0 N51 t-() (Y069 0 18 N52 -0,019 0.121 (),Olr? 0 0 1-3.7.88 38 N53 0 0,048 0.002M....., 379 38 Totals, (Y834 0,092 IWO 38 ('111)(4 t t).142 Y: 3,821 --------- - 381 39 N46 0,032 0. 137 0,014 0 0 0 N4' 0 iT6 66�)i 3 ..... .. ... ... .. .. . . ......... . . . . .......... 383 30 N-48 0 019 0,14 0.022 0 0 0 0 NSQ 022 0,028 0 -00014 0 0 8 0 387 N52 -0 013 0,116 O.Oil. 0 0 0 388 39 0 O048 0,001 0 .. .. .. ... .. .. . ..... .. .... ..... ..... .. ........... . ...... ------- ........... .... .. .. .. . Tota& 0-03 0,834 OM 39 1 X- 0, 142 Y: :1,821 Z: 0,21 . . .. .. .. .. .. . . ... ............ '-40' 0,14 0,009 0 0 152 0 0,051 -0.001 0 0 40 N48 0,025 0 394 40 N49 wpi 0.054 -0D01 0 0 B 0 395 396 40 N50 41003 0,0068.. ..... .,22 0,018 00 0 0 0 0 0 0 .... . .. ... . ...... . ........... . 0 N�;i­ -0009 .007 0 0,047 -6,661 0 d3 T 0 ... .............. . .... . . ........ . . 399t 410) Totals: 0,052 0.834 0,046 -400 40 CK COG �ft): 0,142 Y: 3,821 0, 2-1 ,4nl 4A 1 1 N4A 6A ___444 0 0.038 0,141 0.003 0 a 0 0 41 N47 j 0 0.051 -0,002 0 0 0 403 41 N48 0027 0142 0,002 0 v -4-04 41 N49 0,001 0,054 -05TT- 0 -0 0 0 --40-5 41 �550 0 0 -.219 00-06 0 0 0 4041 N51 6 0 O.068 -0,003 0 0 0 :a:Off 41 N5 g -0,907 0111 0 0 0 0 4 ----7 08 41 N5�3 :0 0.047 -0,003 0 0 0 34 -46-M 0,809 41 Totals� O 71SA-3D Version 22 Glass Frame with Mount-r3d Page 30 Company B+T Group 926^12025 IIIRISAJob Designer JAK 5:14:42 P%1 Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Nodp Label X 1k] Y [ki Z [ld NIX [k-ftj MY jk-ft] MZ jk-ft) 410 41 COG,J!L): X: 0,142 42 146 0M7 0141 -7)—,05 -0,004 0 0 0 412 I 42 N47 0 4004 0 0 0 42 N48 0,024 0 0 0 14 4 2 N49 0,00, '----7- 11---"---,-,--,-,—.,-.-.--.� 0 0 ---- 415, 42 N50 -0,003 0,219 -0.00 d"I 0 6" 416 42 N51 i 0 0,068 -0 () �)5 �0� 417 P 42 N52 -01009 0,113 -0.007 0 0 0.047 -0,095 419 42 1 Totals: 0,052 0,834 _004-6 42 X: 0,142 Y: 3,821 Z 0,21 421 43 N46 T634 0,138 -(M)09 0 0 0 422 411 N47 o.o,5 4006 0 . ...... 42 3 14 8 0.018 0,139 0 4241 4.._ 3 N 4,,, 0 0.054 -0.007 0 0 NSO -0.009 219 6 14261 4,3 0 4)45,67 ,4 ........ .. 43 N52 -0,014 0 o, 0.048 �0.01 1 -0,007 0 0 0 (1 0 0 429 4 "1 Totals: 0r0.3 2 t%i3 ,34 Y� 3.821 -0,08 Z-0,21 44 N46 -0,011 432 N47 0.05 -0J)06 0 0 43 " 44 N48' (M)(Y.) 136 -0,021 1 0 1 0 4,.34- N49 01,1054 -0A)WI) 0 435 44 N50 --- N- !,I .... .... ... -0,018 O22 0.069 -0.019 V 44 N52 -002 122 40113 44 N53 0 o (T 39 44 Tota,lst 0A,10 -0,092 4�o 44 X, 0,142 Y: 3,821 . .... ..... Z 0 21 . . ....... ...... ............ . ---------- 441 442 j f) N46 N47 (M)22 0,131 (M)F) -001 1) 0 443 45 N48 0, 13,13 -o.o 18 4007 T 0 0 445 -447, 4r N50 N51 -0,02 6- 022 -0,015 0 0 45 N52 1 -0026 1� 0,127 4011 0 0 — 4,48 45 N53 O 0,049 -0.007 0 49 45 i Totals, 4).03 0,8,�4 -OM 450 45 X: (), 14 2 Y: 3.821 Z, 0.21 1 452 Oki -4 t 46 N47 ().QI8 0.128 -0,005 -0-004 0 0 it 0 453 46 �148 -0,006 0,131 -O.oi 0 0 0 _W51 �9 —0 0,054 -OD05 t f"? 0 0 455, 46 a 50 0.033 0,221 40 0 0 0 456 46 N51 —i452 --0,03 0,071 4001, 0 0 0 457 -475 46 j N53 0 0,049 -().005 0 0 459 -4 1 M38 46 46 Totals; CO Of -0052 n6u' f,--�;14�2 0 8-A �Y38 1 -6-0-�6 0 2-1 461 47 N46 1 0,016 0,127 0.001 0 0 I 0 _0 462 47 N47 10 O:05 -0,002 0 0 T 463 -�-64 47 N48 -0008 '6 0.131 OM2 — 0 �0 0 0 -- 47 N49 1-� O� 054 003 0 1, 0 RISA-3D Version 22 Glass Frame with Mount.r36 Page 31 Company B+T Group 92612025 Designer JAK 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas LC Node Label X I kl___ Y [ki Z (ld NIX jk-ftj MY jk-ftj MZ (k-ft) 465 47 N50 -0M5 1 0222 1 0,006 0 0 -0 0 0 -0,032 32 OM2 0 0 46 47 N52 468 47 4�-.0,003 0 .. . .................. . 0, 0 . . . ........ 469 47 6 -170 47 Totals: X: 0.142 YSJ,'CY T21 z: 61,21 471 48 N46 0 0 0 0.0 472 48 N47 .111--- 1 C 91. 0 0.05 0 AD 48 N48 -0.006 0132 013 0 0 0 474 48 N4�,i 0 0, 0- -5 4iD - ........ . .... . .............. .......... 475 48 N50 -0,032 0,222 0.019 0 0 0 0.07 477 48 N52 Q 13 0 :478 48 N53- 0 0.049 -0.001 0 0 ,479 j 48 Totals: -0,052 O8,34 U46 �ft): X Z 021 481 49 N46 O�021 0,13 OA)I3 0 482 49 N47 0,05 0,001 49 N48 0 001 0, 134 0021 0 0 .1 -T-N4(j 4H4 49 o 0 48 F) OA)28 0 0 0 r) 6,6�- (,).,00I-- -6) o .. .. ...... ... ... 487 4�) 0 0 0 AM 49 0,049 0,001 49 Totais�' -0,03 0,834 0,08, .490 K 0.142 Y: 3A21 Z: 0,21 ........... N46 41. 02f; 01,34 (W15 0 00 92 50, 005 (M . ....... .. .. .......................... . . F) N48 0,01 O. 1'17 0,024 0 0 495 50 N50 .0017 0,221 0,031 0 ro I N 5, L 496) 50 N 51 0,069 0.002 L497 50 N52 19 i 0,121 0 (m) 0 4198 50 N5' 0,04B 0,002 . .... ...................... . ...... . .............. .. 0.- 499 )0 Totals: OJ,134 0,092 Y� '3A21 -11-1.1-1- . ............. . ........... .. .. .. .. .. .. .. .. .. .. .. .. ...... .. .. X: 0 14 2 50 1 0 L1 0 7 0,001 0 5 1 N48 0,019 022 0 0 504 51 N49 0 0,054 1 ... . ... 1>05 51 N50 0 0 0 .. . N51 0 0,068 0,001 0 .......... SO 7 51 N52 -0013 0116 .01 3 "3 0.048 0.001 0 0 ............... .... . ...... 51 Totals: 01013 .08 510 51 Y-1 3,821 Z 0,21 511 52 N46 0036 0,14 0,009 1 0 ro 0 0 -512 52 N47 0 0-0 r) 1 -0,001 0 0 513 r 2 N48 0025 0142 0.014 0 0 0 514 52 It -N49 j 0.001 0,054 -Omi f 0 0 0 E 15 52 N50 i -0M3 022 8 0 0 5N51 16 52 0 0,068 0 0 0 _517 1 52 N52 -O..QO9 0.113 O.007 1 ---0 --- 0 0 518 N53 0,047 -0,001 1 0 0 0 5191 52 Totals: O.052 i OM4 i 0,046 RISA-3D Version 22 (Glass Frame with Mount-r3d I Page 32 Company B+T Group 92&12025 Designer JAB{ 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001,01M06 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Nodp Label X 1k] Y [ki Z [ld NIX [k-ftj MY jk-ft] MZ ik-ft) 5201 52 r.1 X: 0,142 Y: 3,821 Z: 0,21 521 53 i N46 0.03 i 0.41 UO3 0 0 0 522 53 N47 0 7OF) -1 0,002 0 0 0 523 53 N48 0.02 0,142 Q.0p2_. 0 0 0 524 53 N49 0,001 0,054 4003 0 0 0 "5Z -'--5-3'--"' 7 N50 0 0,219 0,006 0 _5� 0) 553 NF251 0 0,068 -0,00,13 0 0 0 527 t 53 N52 -0,007 0,111 0 0 0 528 53 N 53 0 0,047 -0,003 0 0 0 _529 i 53 Tolals: 0 06 0.£334 0 .. 530 5 3 GXX '- �10: _X(� 14 2 38 Y: ,21 Z: 0.21 ................ 54 N4 61 0.037 0141 -0,004 0 0 0 �A N47 0 Q. 5 -0,004 0 0 0 533 54 N48 0.024 0.141 -0,009 0 0 .. . . .......... "I" . ..... �34 54 N49 - )4 _01)05 0 0 0 ........ . .... 3 j 54 50 -0,00, 0219 -0,007 0 0 N51 0,068 -0.005 0 0 537 54 N52 -0,009 0,113 4007 0 0 0 538 54 N53 1 ri 0,047 -ODOF) 0 0 0 ....... ... . . 4 Totals: 0, 0' 5 (Yal 404b 0.14Z J "ftL­ Y11­1�,.�' I t2- - - - - - 5 5 �4 6 QJY 0 34 38 -0.009 0!�42 5 5 N47 005 _0 006 0 0 0 54 3 N48 o'ov 0. 139 -0,017 0 0 0 51 _0100��) 1� 5 N49 0 0.011541 -0,007 f 0' F*) 55 NSO 0 0 Q 99 Q,219 W 55 N52 Ott 4014 0_117 .0,011 0' 0 �5 _8 55'i 0 0,048 -0,007 1 0 0 Tola sI- J)3 (0,114 -0,08 i F X: 0.142 Y. '1821 m) 1 56 46 0,028 0,134 -0,0 11 1) 0 552 5Ail N47 o 05 4 (j'( )(i 0 _ ....... . . - - - - - - - - - - - - - - - -- 553 5�' N48 0,009 0136 -0,021 0 0 N49 0 0 0 555) 56 n N50 '018 0,22 -0.019 0 0 0 0 0 N51 0 4067 ... .... . ... 557 56 N52 -0.02 0,122 _001,3 e 0 0 0 558 56 N F),, 1I () 01048 -0007I- .111111.11,11 10.. , .011- „ .! 4. 1..11 1"I'll' �11. ...I- 5 59Fi Totals: 0 08,A 4092 r,(-)o �'ti cx-w'; YJ: 01142 Y: 3,821 Z 0,21 §31 57 N46 0,022 0131 401 0 0 0 0 563 57 N48 Q 0133 -0,018 0 c 0 0 5 o �1264 7_� N49 o 0,054 4007 5651 57 N50 -0,026 O0,0115 0 0 0 56f) N51- 0 0 I____0 567 57 N52 -0,026 0,127 4011 1 0 0 0 568 57 N53 0 0,049 -0 0-0 L 0 0 0 569 i 57 Totals: -003 Ci. 34-i?Vi 570 COG Y. 3.821 Z: 0.2 O018 0,128 4005 k 0 0 0 _57_2 �58! N47 0 0�05 _OM4 0 0 0 573 58 N48 -0.006 0131 -001 0 0 0 -57-4 58 1 N49 0 U54 1 -6 WO-5 --f 0 0 0 RISA-3D Version 22 Glass Frame with Mount-r3d I Page 33 Company B+T Group 92612025 IIIRISAJob Designer JAK 5:14:42 P%1 Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Nodp Label X I kl___ Y [ki Z (ld NIX Ik-ft) MY jk-ftj MZ (k-ft) 575 58 N50 -0033 1 0221 -0,006 0 0 -0 N51 s 0 00-71 -0,005 0 0 0 577 58 N52 -0,03 0,13 -0.005 0 0 �578 58 N53 . ...... . .. .. ................ -0,,04,9 -OD05 0 u 0 Totals: -0. 5 1) 914 -0,046 (�"(:)G L�t)- Kj�,142 Y- 3 821 Z: 5 0.01 0,127 OM1 0 0 582 59 N47 0 (05" .. . ......... -OA02 0 ... ........ 0 59 N48 -o.4)08 O. 131 0.002 0 0 0 )84 59 N49 0,054 -0,00,13 0 585 59 N50 4035 0,222 0,006 0 0 . . . . . ........... . . . 0,071 -0,003 0 FA� 7 r)6 N52 N -0�032 0,132 0,002 0 0 589 ro Totals: 406 0,834 - 590 4 59 ;fty I K 0.1,12 Y-1 3A21I f),21 5,K)1 - 2 60 s i4E, 0,017 0,128 0,006 -001 0 -0 0 0 5592 593 4)4 kiE) N48 N 4 -9 -0,006 0, 132 0,054 (WI3 -0,001 0 0 4 N 0. ),032 0�019- 0 0 59t; ;0 - 1 _:L (W7 .. ....... ... ... .. .. - - ----- ---- 0 6 ) N52 -0.03 t)13 OM9 0 f-i( N 5"3 1 0,049 0 s 6 60 i Tofals: i -0,052 0834 0.046 142.. Y, 1 1 Z: 0.21 602 6 1 N47 13 OtO13 (503 N48 i 0,0 0`1 0� 134 0,021 0 (i R" i Nj�-�, 0054 0 605 61 N50 -R026, U22 0,0218 606 I 1 11 N51 4 1 0,07 1 1 01001 0 1 . 1 .0 607 (A N52 -0,025 0126 0,013 p is 0 0 608 61 N53 R049 0.001 0 609 61 TrAaK C( ............... 4j4L -3 142 L�m 'A 0,08 EM .......... �Lkj 612 N47 (1 0,05 0,001 0 - - ---------- - - N48 0137 010,24 0 0 614 (,i2 N49 0.054 0,002 0 0 ---------- 15 62 -0.017 01211 0.031 0 0 0 (.o�i N r ),069 0.002 617 62 N52 -0,019 0,121 0,015 0 0 0 62 N5,3 O048 0,002 0 619 62 Tot 8'1- 0 0,834 OM2 620 62 COG (fty # K 0142 Y- 3,821 Z: 0,21 621 -6 2 63 N46 N47 0-032 0137 U14 0 0 O.051 0,001 0 0 6±23 63 1 N48 U19 0,14 0.02-2 0 0 0 (i 4T 6' 4 3 63 N4 N49 0 0 016)4 0 � 054 0.001 0 0 0 )2 5 63 N,5 0 -UO9 0.22 U28 1 0 0 626 63 N51 0 0.068 -� 0.001 0 0 0 627 63 N52 -0, 13 6-.11 0.613 0 0 0 628 N 3 0 0,048 0.001 0 0 63 Totals: 0,03 4 OM4 RISA-3D Version 22 f Glass Frame with MountAd Page 34 Company B+T Group 92612025 Designer JAK 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Nodp Label X 1k] Y [ki Z [ld NIX [k-ftj MY jk-ft] MZ jk-ft) 630 63 COG (ft): X: 0,142 Y: 3,821 Z: 0,21 631 64 N46 0 0 3 6 n.0.14 0,009 0 0 0 7�2— 64 N47 0 0,051 -0,001 0 0 —0 633 64 N48 0,025 0,142 0.014 0 0 0 0,001 6F—A --Q, 06 1 0 0 6 13 A 64 0 5 64 NSQ 3 0,22 0,018 636 ---64�, N51 0 0.068 7— . .0 0 . ............... . . ....... . ....... 64 N52 -0,009 0113 01007 0 0 0 771-864 N53 4.'r„047 --0001 0 0 _63L4 (A Totals: I 0052 0.834 0,046 640 (34 X: 0.142 Y: 3.82T- Z: 1 < 65 N46 0,038 0.141 0,003 0 0 642 !j.5 N4 (A3 N48 0,027 0,142 0.002 #a 0 64 4, f. N4�� OMI 0,054 -003 0 0 6. .... ... .... .. -06 65 N�) 9 N5Q-- N51 0,068 4010 3 0 .... ..... . W 65 2 -Qj)L)T._ 0,111 6iTT IN - -(T(T47 -- --- ---- .. . . ....... .... .. 65 X Totals: 0,06 0,8134 0, (7 Y, 3,8214 --- - --2 - 0.21 651 66 i�4'6 0-�037 0� 1411 -(WQ4 0 66 N47 0.05 -0,004 0 653 66 N48 0.024 0,141 -0-009 0 654 66 N4.i 0,001 0.0 ' 54 -0,005 0 0 65F) 66 N50 -o,om 00,219 -0.007 0 N .068 657 66 N52 -0009 011 '13 0 0 07 i 0 7)-W- 0,047 0. Tolals- 0,052 0,8,W 1 -0,046 aka#X� 0,142 Y� 3�821 Z: 021 . .................... .. ............... . ....................... . ......... ............... N46 0. 0"A 0� 1 -0,009 0 ui� (i7 N47 0 (Y05 -0,006 -- ---- - ---- ------ 67 0.018 .,O.017 663 N48 0, 139 (AA "67 054 401 0 _66-�_ 67 N50 -0,009 0,21.9 0 666 017 (M)(if) -0007 a . ........... (3 7f57 N52 4014 0,117 -(),()11 3 0 0 -Rj-8 67 i 453 0 0J)48 -0.007 0 0 . ........................... .......... 3 -0,08 (39 67 Totais� i 0.01' QM4 6 6 7 --F—G —() (-4f t—r—jr—X, —()4'2 7 (",0(-; jf�jy X� 0,142 Y: 3,821 Z 321 671 (38 N46 1 0.028 0,134 4011 0 0 0 672 6B N47 0 0.05 -6.60h _(3 3 68 i N48 0.009 0136 -0,021 0 0 0 674 6A _0 0,054 -0,008 0 0 0 —675 68 N SO -01018 022 0 0 0 N51 0,069 -0-007 0 0 677 N52 -0.02 Qj -0,013 0 0 `678 68 1 N53 0 Q,O-m 0 0 4- 79 68 Totals, i 0t 0.834 4092 ,680 68— (,OG it X. 0.142 Y7-3.82 Z: 0,21 681 69 N46 0.022 0.131 001 0 0 0 -1 682T 69 7 0 —0,05 OM6L--—��0 0 0 683 69 i N48 0 0.133 0,018 1 0 0 0 —6841 690 CTRA -0.007 t1 0 0 RISA-3D Version 22 Glass Frame with MountAd Page 35 Company B+T Group 926^12025 Designer JAK 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Node Label X I kl___ Y [ki Z (ld NIX Ik-ft) MY jk-ftj MZ (k-ft) 85 60 N50 -0026 1 022 -0,015 0 0 _0 686, 69 NS 0 0,07 -0,006-1.-1-1 0 0 0 687 69 N52 1 4026 0.127 0.011 0 0 (188 69 I N53 0 O049 -0,007 0 0 0 . . .. ... ............. . .. - - ­­ ----- ----- ­­ ........... ........ 63 9 Totais�, 1 U3 0,834 -0,08 690 (39 Y 3.821 70 N46 0,018 28 0 0 0 N47 -0.004 o 0 0 fi370 -0006 0,131 -0,01 0 0 0 0- (_)_ F)­ 0 0 - - - ------------ . . ...... — -------- - - 695 70 N50 -0.033 0.221 .0.006 0 0 0 6% 70 N 5 1 0,071 0 70 . ..... ..... - ---- -- N52 3 13 w005> 0T,005 5 F 0 0.049 0, 699 70 Totalst ou 0�81A 046 7-0 701 71 N46 i 0, 016 0.127 0,001 0 0 (05 .- 703 71 71 N48 -0,008 0, 131 0,0020,002 (T0 0.054 0 71 N50 _035 O2& 0006 706 71 0 0,1 t-71) 1 W)02 0 0 708 71 N53 1 0,049 -0,003 0 -7019, 71 3ovals : I _01N 0034 0 710 71 COG 00� X, () 1,11 _Y: . . . ........ ... .. ... .. 711 0,128 (M(M Q 0 712 N47 0 0,05 -0,001 0 72 ... ....... 713 72 i i3 _0 006 0. 132 0.013 (1 0,054 -0.0ol 715 72 NSO -0.032 0 222 0,019 0 5 1 0.07 0 717 72 N52 i -0,013 0.13 0.009 0 0 718 72 N53 i 0_049 -0,001 1) -0,052 0.834 0,046 0.1,12 Y: 3, 8,21 0-21 ­___ .. .. .. ........ . .............. ,12�1 73 4 l 0,021 , -9-013 0 73 N48 0,001 0134 (LO21 0 0 0 73 0.0,54 0.001 0 0 725 N50 1 -0.026 0,222 0,028 0 0 0 726 i Ti N51 0 O.07 0 0 1 0 0 727 73 N52 -0-025 0.126 0013 0 0 728 73 N53 0 (MA9 . ........ ...... ... ......... . . ......... ... . ....... 729 73 Totais: _OM 0.834 r_1(260�)6 730 7 My 1 X: 0,142 Y: 3,B21 Z 0.21 731 74 N46 0026 0.134 0.015 0 0 0 32 74 0,05 0.001 0 0 0 N47 ODI 0.137 _6�024 0 0 733 74 i A 1 734 7.4 � ,4 _0 O.OA 0.002 0 0 0 ,735 74 NSO 0.017 0.221 0,031 i 0 0 0 736 74 _N51 0 0.069 0A02 0 0 i 0 7-3-7 N52 -0,019 0,121 0015 0 0 j 0 738 74 N53 0A486.. 062 i0 0 74 Totals: 0 0.834 0.092 92 ­­ .................................................. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... ........... .......... ­­­ �l ,s,4on 22 [ Glass Frame with MountAd Page 36 Company B+T Group 926 12025 Designer JAK 5:14:42 P%1 IIIRISAJob Nurnbe-r 174450.001.01,0006 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Node Label X 1k] Y [ki Z [ld NIX jk-ftj MY [k-ft] MZ jk-ft) 740 74 m.X: 0,14 2 1 Y:', , §21 741 75 1 N46 0032 0,137 0,014 0 0 0 742 75 N47 0 0,051 OMI 0 0 0 _fZ 75 0,019 6»14 0-622 0 0 0 _74-4 _75— _N49—t— 0.054 0,001 0 0 0 745 75 N50 -0 009 0.22 0,028 0 0 0 — 74-6 75 5j 0 0. T6TI_ T) 04) _1 0 0 747 75 N52 -0,013 0.116 0,013 0 0 0 "I'll, _�_48� N5�3 0 0,048 0.001 0 0 74 il75 Tofals` OM U34 OM 75 cl) XO�42 Y13.821 Z� 0,21750 76 4 N46 0,14 O'ow 0 0,036 0 0 752 76 N47 0,051 -0,001 0 0 0 NO 0,025 0.014 0 0 0 N49,___ 1 0.054__'_­ -6 b6i o 0 .. .. ... .... . .. .... ...... . . .... .. ....... . 755 76 N50 W)03 O22 0,016 0 0 0 5 0 6 0 0 757 fit, 6 W 07(8 N53 -0001 0 056 Totals: 0052 0,834 046 76 zl:'­L.' zi o.o"iti 0,141 (M)O3 0 0 0 761 77 762 7� N47 77 N48 0027 763 0142 4}M2 0 0 764 77 N49 0.001 0.05/1 -0,003 765' 77 N50 0,219 obo6 0 7(TJ 77 N 5 1 0,068 AMAY3 i ....................... .... .. .. 1.1­1 ............ 67 77 "N'5""2 -0 007 0111 0 0 768 77 0 0,047 -0,0013 77 Totals, OAX; �_­I ­.­Z:­II_I1­11­1­1 ­'_­ .. ................770 77 X�0,142 f),. 78 N46 _Oj)37__ 0,141 -0,004 0 6 772 N47 0.05 -0.004 0 0 ................ . . . .................. - - - - - - - - - - - - - - - -- --- - - - 78 0024 0, 141 4009 0 0 (L- N49 0.001 0,054 -0,005 t3 0 0 777.5 78 NSO 4003 0,219 4007 0 0 76 78 NS ow'� -0.505 . . . . ....... . . . . . . . . . . 7 t7 777 78 N52 -0 009 0,113 -0,007 0 0 0 8 Totals: OA34 4046 78(,,(')G 0t)- X: 0.142 Y: —0.21 781 79 N46— 0.0m 0138 -0,009 0 0 N47 782 79 —OOF, — ---- --------- - -- - ------- 783 79 N48 001'8 0139 -0.017 0 0 j�j 79 0 ---l).054 ---0,007 0 6 0 785 OM9 79 N50 0.219 -0,016 786 N510,0139 -0,007 0 0 787 s 79 N52 -0,014 0.117 -661 i 0 0 d 0 788 _79 0 O,048 _OM7 0 0 0 789 79 Totd�s: 0,03 OM4 -Om 790 79 Cc)tTfty X: 0.142 Y'. 1821 Z: 0,21 ----- ---- - . . ...... 791 80 N46 0028 0134 -0-011 0 0 0 0 0�05 -0,006 0 792 80 N47 0 O 80 N48 0.009 0.136 -0.021 0 0 0 794 80 N49 0 0.054 0 0 0 RISA-3D Version 22 f Glass Frame with MountAd Page 37 Company B+T Group 926"12025 Designer JAK 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas LC Nodp Label X lkl___ Y [ki Z Ild 795 80 N50 -0,018 l 022 -0,019 NSI 0 OA9 -0,007 'J97 80 N52 o,o2 ��04 08 -0,007 a99 80 Totals: 0 'IQA—f:0_,0112 0,142 �d �,X �01 4 Y: 3 821 Z: 0.21 X Z' 00 80 C, tj 0.131 801 81. 6 0Z -OM J�4 2 81 M 7 ...... . ... .... .. .... ... 803 N48 0 0,133 -0,018 804 A -0,007 8 N49 O'Or 805 8f N50 022 -0,015 807 81 NF)2 4026 0,127 4011 . . ......... NIX jk-ftj MY jk-ftj 0 0 0 ................ 0 0 0 . . ........... 0 0 0 809.,.... P....... .. ...... 81 Totais: -0,03 0,834 -0.08 810 113 1 ("'OGAii): X'- 0.142 Y: 3,821 Z-1 0,21 811 82 N46 0,128 -0.005 0 MZ (k-ft) 0 0 0 0 0 0 0 812 82? 0,05 82 Nj4 8 -0.006 0,131 401 0 0 -- L3 N4 Q- 815 g 4033 o.al (ML NF)l -0.005 0 .... .... .... . . . .... ... 82 N52 3' J114-- -0'005 0 0 0 WU 82 N5049 -01i��)�) 0 -0 05.2 -01014.6 ill X: 0+142 Y-1 3A21 Z 0,21 . ............. . .... . 83 4 (1 ()A)16 83 N4 77 ('05 N4B 6.662 0 0 83 0.131 0 _0 824 825 83 N50 -0,035 0122 0,006 0 N 6 —1 , 6 0 827 83 N52 5-0032 0,132 -0.002 0 0 48 8T-__N,4f 1.11--AM --�I -1-1-1O. ....... 829 kj-0.06 .834 X� 0142 A31—it. 1 84 ��t46ft� 1Lo 17 0,128 (YOW3 0 8), t 2 N47 R 05 -0,001 . ........ .... -7-- 4 ----- ------ �48 0 0 84 0. 1 834 84 N49 0,054 -O'Ooi 0 -------------------- 84 NSO -0,032 0,222 0019 0 . . ....... ... 837 36 0 0 84 NS-2 -0.03 0.13 0J)09 0 0 0 838 F 4 N53 0 0.049 -0.001 0 0 84 Totals: 5 0.834 0,046 ("-4 Or2 40 84 GOG (fty Y: 3.821 Z-1 0.21 841 85 N46 U21 0-13 0,013 0 0 0 1� C) ,942 85 N47 1 0 0,05 0.001 0 0 0 843. 85 N48 0.001 0134 0.021 0 0 0 844 85 N49 0 0,054 0.001 j 0— 0 0 64-5 —85 N50 -0.026 0.222 0,028 0 n 0 85 N51 0,001 0 0 846 r 0 O�07 0 —6477, 85 N52 -0.025 0.126 0'010 Q 0 0 JT84��8r�--85---] N53 o 6.049 U01 0 0— 0 �-49 1 85 Totals: -0.03 I OM-Om4 RISA-3D Version 22 Glass Frame with Mount-r3d Page 38 Company B+T Group 926,12025 Designer JAK 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas LC Node Labet X [k] Y [ki Z [ld NIX [k-ftj MY jk-ft] MZ [k-ft] 1850 85 .1 X: 0,142 Y: 3,821 0,21 851 86 N46 01026 0,134 0,015 0 0 0 852 86 N47 0 0,05 0-001 0 0 _0 86 0,01 0,137 4 0 0 0 N4�� 0 OM2 0 0 0 55 86, NSO -0,017 0,221 0,031 0 0 0,069 0,002 0 0 86 N51 857 86 N52 -0,019 0121 0.015 0 0 Ei �) 8 86 N53 0 0,048 TO-02 0 0 859 86 Totais: 0 1 0,834 0,092 860 86 it (I(Y; � ft Y: 3821 21 861 87 N46 0,032 0.137 00 4 0 -i F6-2 -87 N47 0 OA)51 (11'. 010 1 0 0 N48 0,019 0,14 0,022 0 0 ' ' '4 �048 N53 0 , 7f, z,8) it 7' T",�,�_ 85 (i �,, �() i -�--X () �14 2 87 0 0,054 UAW1 0 865 87 NSO 0,22 0 0 86 i rl 7 N51 8 0 M 0 0 867 87 N52 4013 (Y 116 0.0113 0 0 0 8(31 1 87 N 53, 0.048 869 87 TrIats: 0,03 i ----­-1-11-311411-1-0_.0 870- 87 �i 0142Y:3,8211-_____Z:1011,8211- 11 - 1- --------- - 111�1 f 111--- 1,-,,,- - - -4- 1 881 N46 0.036 0.14 OAXY) 0 0 0 77-2 8 N47 t 0 0,051 -0.001 0 � 8�3 88 N48 0.025 0,142 01014 0 �-i74 (, N49 0,001 0,054 -0,0ol 0 875 88 NF)O 4003 0.22 0 018 0 0 "m ---K�51-- . .. .. .. 0 I. ..... .. .. .. .. .. .. .. . .. .................. .. ....... . OJ)6� 0 877 88 -0,009 0, 11 13 0,007 0 0 0 878 N53 E.0,047 -0.001 J 879 88 Totals� 0052 0,834 O046 880 8 8 K 0,142 Y: 3,821 Z: O�21 ......... ... ..... . ........... . .. ............ . .... ........... 89 N46 0,038 0141 0,001t 0 0 -0,002 0 0 N47 0 ()5 0 .111.1-111-111 -1.1 1 -------- -P -!� ---------- 11-1.111-1.1-1-11-11 111.111-1 -- - -- I 1 1.11- 1 - ---- .11-1 Il- ( -11-1-.111,111.1.111- --.- 883 89 i NO 0,027 OM2 0 884 43(j N,Vi () O01 0,054 .6.6 FJT 0 0 0 N50 89 0 0,219 0,006 0 0 0 886 -_ . .... .. 0 89 N52 -0,007 0111 0 0 0 888 89 N53 0 0,047 -0.003 0 889 89 Totals: 0,06 0.834 C-( I TI-I -M 7---t XI -01 �v A�i -�3-cfo 55 Y'I ffl i: X� 0142 Y: 1821 Z 0,21 90 N46 0,03L06141 -0,004 0 0 0 N47 0 0 0 of-, N48 O024 0,141 -0,009 0 00 0 894 90 N49 6,661 ao�A T--KJ-oq- o +) 0 9 �- 1 -0.003 0,219 -0,007 r �10 90 0 0 0 896 N51 0 0.0638 1 -0,005 0 0 897 -6-609 0,113 4007 0 0 0 90 N53 0 0,047 0 0 _9 j 0 "iTS4go Tolals- 0052 OM4 -0,046 - . - --4- -ILI �Y 96 i COG K 0.142 Y: 3.821 Z 0,2,1-, 901 qI N46 f 0,034 0,138 -0.009 0 0 0 902 0.05 0 0 903 91 N48 O�018 139 -0.017 0 0 0 904 C il 19 0 0,054 -0,007 0 0 0 RISA-3D Version 22 [ Glass Frame with Mount-r3d ] Page 39 Company B+T Group 926.12025 Designer JAK 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Nodp Label X I kl___ Y [ki Z (ld NIX Ik-ft) MY jk-ftj MZ (k-ft) 905 91 N50 -0.009 l 0.219 -0.016 0 0 —0 906 9 1 NSI 0 iTO-69 4007 0 0 0 907 91 N52 -0.014 0117 -0.011 0 0 908 91 0.048 -0,007 0 0 ..... .. ..... ............ .. . ­11111 1 ' I ) - "I'll 909 91 Totals: 0,03 408 � ---I— H_2� )i X: 0. 142 Y: 3,821 Z: 0.21 . ... . ..... 911 W N46 0.028 0.134 -0,011 0 0 1912 92 N-47 OA5 -(MW 0 0 0 913 92 N48 0009 0,136 -U21 0 0 0 0,054 -0,008 i) 92 lR�- Q Q2 N50 -0,018 0.22 0 92 0 917, N52 -0,02 Q 122 -O'oi'l 31.3 0 92 Totals: i 0 0.834 .092 X: 0.142 Y: 3,821 Z. 0", 1 920 92 fit), 921 N46 0.022 OJ31 -0.01 0 0 93 o ��3 0,05 -OD06 922 N-t,7 Wf'.� 0� 133 -0.018 --:6 —00 0 0,054 7 0 924 N49-1 ' 4- 926 N51 0 0,07 -0,006 0 .. ...... .......... 9271 N52 -0 )2' 0,127 -0,011 0 928 '0 N 5 "1 0.049 -0.007 0 ... ... .. .. - ...... . . .... . 929 93 tt;i a'a's -o.o"� o 93 --j"OG ffh� X�� o.142 Y: 3,821 Z., o.2I 931 N46 1 0 0.018 0,128 '005 932 04 N47 -0A)04 ............. 94 933 'it i N48 0,11 -0.01 74"171 94 W 0,0! 935 (A Nf)() -0,033 0221 -0J)06 0 (06 94 N5 1 0 937 94 N52 1 �j -0,005 0 0 _71-8 94 s 0,049 -()J)05 0 0 . . . .......... ........... .......... . . . .. ...... 9139 94 Totals, 4- --Q.052 0.81A -OSM(i f)40 X-7 -0-1 4­2­------'-Y-'-: 2-1 141 9946 016 OA27 omi 0 942 . M' �6 ..05 . . .......... 943 95 N48 0,131 0 0 - - - ' - I'll 944 9 5 0,054 -o.oin N50 -0,035 0 0 946 95 N51 0 0 0 5 N52 .0,032 0,132 OM2 0 0 0 948 95 N5�'3 0,049 4003 ...... . .. ... ..... ...... 5A9 95 Totais- -0,06 0.834 0 - I! �t� 1 Q�)O (J') (-,o(; (fo� X: OA42 Y: K 1821 Z: 0,21 957 1 96 N46 0017 0128 ` 0.008 0 0 —0 -5�-2 9 63 N47 "O'�q 3 96 N48 4006 0,132 0,013 77)5 -4 96 N49 0 0,054 -0,M1 0 0 0 '955, 96 N50 -0M2 0.222 0,019 0 ¢ 0- 96 N5-1 0 0.07 j 0 0 G.i 0 96 N521 -06,903--t 0.13 O,OQ9 0 0 0 6�049 -0.001 N53 0 0 0�052 �LESE 96 Totals: OM4 1 0.046 RISA-3D Version 22 [ Glass Frame with Mount-r3d I Page 40 Company B+T Group 926 12025 Designer JAB{ 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas LC Nodp Labet X 1k] Y [ki Z [ld NIX fk-ft! MY jk-ft] MZ jk-ft) 960 96 X: 0,142 Y: 3,821 I Z:., 0,21 961 97 N46 0,021 0,13 0013 0 0 97 N47 0 0.05 0 0 -i Mft--� 97 N48 i 0,001 0,134 0,021 0 0 0 (Tool02w o 0 0 965 1 97 N50 1 -0,026 0.2 9 --=, _ 6 ��� 1 66 97 N51 - 0 O�07 0,001 0 0 0 967 97 N52 4-0250.126 OM3 0 0 9 - 68 7 �N 5,13 0 0.001 0 0 0 %,m t97 Totals: -0,03 Q834 OM Ot;ltt�: X: 0.142 Y, 1821 Z: 021 . . .......... .. .. .. 971 98 I�W 0 . 0'27" 0,134 0,002 0 0 6 9 98 N47,11I.I.I.I.I., -0,002 0 0 98 N48 OM9 0137 0,002 0 0 6054 0 974 98 N 0 975 98 N50 -0,018 0.22 0AW6 0 0 0 W1 976 98 0 0,069 -()))3 0 .. ........ 08 01(4 122 0 -)8 O�048 -0,00, 0 0 . .... . ...... .. . . . --- .......... .. ....... ... 979 98 Totals: 0 U34 0 X- 0,142 Y: 3821 Z, 0 21 981 99 N46 0.027 0,134 (W02' N47 -0.001 0 0 g83 N48 0 009 0.137 OMU 0 0 �T) 7-:2 -98 )r -(I I �1112 I - �I NO Wir N49 o 0,054 -0,003 0 0 66 N50 -0,C}18 0.22 0.006 it 0 0 J N51 0 0,069 4003 0 0 0 i3-T .. .. .. .. .. .. .. .. 987 N52 -0,019 22 6.0-61 0 �)(q N53 0 0,048 -0.0013 0 0 0,834 0 990 99 X: 0,142 Y. 3A21 Z-, 0.21 991 100 N46 0.134 0,002 0 0 (m)5 -0.002 0 ......... . . - - .......... . �i5j,i 100 N46 0.00() 0137 0,002 0 0 49 0,054 0 0 rT;6T 6),-.yWM-.� -1- -41. - - - (). , 11-1,11-111, 1.-1.1.-1 --.1-1 --.. N50 0,018 012 O.O(X5 0 0 996 100 1 Nr, I 0 N'52 -0,019 0,122 0,001 0 00 9981 100 0 0 999, 100 Totals0 0,834 0 1000 100 GOG (it j; K 0,1.42 yl:-311.113121 Z (i) 1 101 N46 0.027 0,134 OM2 0 0 0 T(TO-2 101 N47 0 0 -15 -0.002 0 -1-66-J 101 N48 0,009 0 0 M94 101 N49 0 0054 -0003 0 0 0 100,9 10i 1 NSO 4018 0.221 1006 101 N51 0 0069 -0,003 101 0 0 0 N52 0.001 0 0 0 1008 101 N53 i 0 O048 -0,003 0 0 0 '00" I Totals,'j 0 OM4 0 � - 1 (36-1821 -Zt).21 ()10 0 0.134 'ioil -162 G Y� N46 0,027 UO2 0 0 0 1 qQ1 2 102 N47 0 --[- 10131 102 N48 0.009 0J37 OM2 0 0 i 0 16174 102 N49 00-54 -0.003 0 0 0 RISA-3D Version 22 Glass Frame with MountAd Page 41 Company B+T Group 92612025 Designer JAK 5:14:42 P%1 IIIRISAJob Numbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas Node Reactions jContinued) LC Nodp Label X I kl___ Y [ki Z (ld NIX Ik-ft) MY jk-ftj MZ (k-ft) 1015 102 N50 -0,018 l 022 ()'006 0 0 _0 02 N52 l 4019 0,122 0.001 0 0 ;1018 1 CY2 N573--1, 0 0.048 -0,003 0 0 0 1019 10 Totals: 0 0,834 0 1020 102 Y� 3,821 Z 0,21 . ..... . .......... 111021 103 N46 0134 OM2 0 0 0 1 o'.S _0 0 0 N4 0 . . ... ..... 10231 103 i N48 0,137 OM2 0 0 0 1024 1 Q,'§ N 4 9, 0 0.054 -01003 . . ............ 1025. 103 N50 i 0,018 0.22 0M6 0 0 i 0 1026 N91 0�069 -0,003 103 N52 401(1 0122 0.001 0 028 103 0 O,048 0 1029 103 Totals: 0 0,834 1030 1013 C,06; t)� X. 0 142 Y: 3,821 Z, 021 1031 104 N4(j 0,027 0.134 0,002 0 0 1 U-1 N-17 tl 0.05 _0 002 0 0 103, �48 OM9 0,137 0,002 0 N49 a _-6, ( T(Y, T­ (J 104 104 0 1036 104 di N51 0,069 104 N52 -09__1 0,122 01)() 0 1038 104 N53 1 0 0,048 .0.60'3 is 1039 104 Totals, 0, 0,834 0 1040 104 ft X: t.112 Y. uvi Z: 0.21 11041 105 N46 IIA 0,002 0 0 N47 o _0,002 �)���{i:3 ­_­ Ifit. O�137 0 o6 i )T�1045 105 N56 i -0.018 0 22 06 0 0-4 fi, 105 N 5 1 6.666 -0.003 0 1047, 105 i N52 -0,019 0-122 0,0(,)1 o 11048 105 N53 0,0481 -0,003 0 ...... ...... Totats� 0 0.834 o,21 X' 01,12 Y: 3.821 050 (5 1 )6 0,0217 t, )AM 1052 7 _0 0,05 -ROOZ 0 . ......... . .......... - — -------- -- - . . ....... ... ....... 1053 106 N48 0,009 1 137 0,002 0 0 054 10(i N49 0,6 -0,003 j 0 — - -------- 1055, NSO 4018 012 0,006 0 0 0 N 5" (W69 -OM3 0 ..... .. .... ....... �T65 .... .. ... ...... 10" -6- N52 -0 019 0,122 0,001 0 1 (�)� 4a�� 1(")18 106 N53 0.04f) -0 003 0 0 .... . ..... ..... .......... ... 0159 106 Tatais: 0 0.834 0 0-6-0 106 GOG (ft): K 0-142— _3821 Z 0.21 1061 i 107 N46 0.027 0.134 0,002 0 0 1062 107 p N4 7 0 o.w, -0.002 0 0 0 107 i N48 0.009 0.137 0,002 0 0 0 1_064 i07 N41 CJ 00-54 _-O_Q.O_337_T _0 0 _t 0 'j- 1065 107 f N50 -0.018 0,22 0.006 l 0 0 0 1066 107 1 N51 x 0 0,069 -0,0030 0 0 0671 4019 0,12? N52 0.001 0 0 — j 0 �_068 107 N53 6 0�048 -0,003 1 0 0 0 ,10 9 1 0 OM4 0 RISA-3D Version 22 [ Glass Frame with Mount-r3d I Page 42 Company B+T Group 926"12025 Designer JAK 5:14:42 P%l IIIRISAJob Numbe-r 174450.001,01M06 Checked By: Model Name 10061469 - Gaylord Texas LC Nodp Labet X 1k] Y [ki Z [ld NIX fk-ft! MY jk-ft] MZ jk-ft) 107 X: 0,142 Y: 3,821 Z: 021 1071 108 N46 0027 0,134 OM2 0 0 0 1072 108 N47 �0�' —005 _0`8_0j�f2�'O' 0 0 -10731 108 i N48 i 0,009 0.137 0,002 0 0 0 1074 108 N49 0 0054 -0,003 0 0 LO75 lb� N6_0 40,18 0.22 0.006 i 0 0 0 1076 108 N51 1 0 0.069 - 0 0 ­­­­­ 11 _ 11.1­11- ­­ ­­ 1_11111 11-1_11 __­ ­­ � 11-111,11,-. -61 _ ­11TI1111 .......... . . . ...... . ....... 1077� 108 N52 -0.019 0,122 OM1 0 TO 7_t3 108 N53 O048 -0,0013 0 107 kE 108 Totals-, 0 0.834 lo8OI 1 OT8 — — — T—(c,(.),(.; ml� I X: 0.14 2 "16i31 109 N46 0.027 0.1,34 0,00 2 0 0 1082 109 N47 0 (U)5 -OD02 0 0 o I 6�,J 109 0.009 0137 0,002 0 0 1 1 o�l N4 0.054 QT 10851 109 NSO -0,018 022 0 1086),ry_ lb,�) N51 0.069 -OA03 1087 109 N52 -O,ol�) 0,122 OJY)l 1 0 _f(5�i8 109 N53 0.048 0 (Ty. 0 1 109 T(.Aals: 0 O83.4 0 1821 Z 0,21 1()491 10 N46 i am 0, 134 UO2 0 it ----------- I -------------- 1092 110 i N47 I0 0,05 -0.002 0 I 6s,) "1 110 N48 i O.ov,) 1 0.137 0.002 0 t1 0 1 WM 110 N49 I 0 0.054 4`1AM-3 0 of ,3 sG 110 S N50 i-CI.C%18 0.22 0.006 0 :�6 _003 0,069 . ......... . ..... 97 110 N52 i -0,019 0,122 0.001 0 0,048 -0.003 .. .... .. .. 1099 110 Tolols� 0 0�834 )9 JJPQ X: o.14� Y: 1021 Z: 0,21 ..... ... . .. ill N46 0027 "'A 0.002 0 ill N4 7 0.0 5 _0,002 0,0019 0137 0,002 N4.1 -0,00, 0 1 ill i N50 -o.olf,0 1 1 NSI .0 (io-3 .......... 1107 ill N52 4OV) 0122 6.001_ 0 0 T, Fill I ill 3 ()T Q048 -o.003 0 . .......... i ..­11111­ N5Tolals- 1 0 0.834 0 (10(; jf,tj,_ X_ 0142 Y, I f:,21 Z: 0.21 lil12 l 1i N46 O.027 0130 4 0.02 is 0 1-12 112 N,� 010' TITJ 112 N48 000(l) 0.137 0,002- 0 C9 j 0 4 112 N49fl OiOrA -0,003 0 0 0 iiiq 1112 I NSO -01018 0 0 ? 0 1 1 1 6 11 2 N51 0 0.069 _0,003 0 0 112 N52 4019 0.122 _(T 0-0- T 0 11 0 0 0,048 0,003 0 0 1118 112 N53 -1 0 OM4 0 1120 112 COG ift --,- 021 �tj, X: 0.142 Y: 3,821 Z 1121 113 N46 0.027 0134 0.002 0 0 0 N47 '�O 0.05 -UO2 0 0 0 112'3 113 N48 1 OM9 0,137 0, (j7d2z ... 0 0 0 I N49 —T— o 0,054 ---0,003 0 0 11 *4 113 RISA-3D Version 22 Glass Frame with MouniAd Page 43 Company B+T Group 92612025 Designer JAB{ 5:14:42 P%1 IIIRISAJob Nurnbe-r 174450.001.01.0006 Checked By: Model Name 10061469 - Gaylord Texas LC Nodp Label X I kl___ Y [ki Z (ld MX jk-ftj MY jk-ftj MZ (k-ft) 1125 113 N50 -0,018 1 022 0 '006 0 0 113 0 01,069 —0 N S 1 -75-03 6 0 ,0—0 1127 113 N52 i 0 0. 19 0,122 U01 0 0 �1128 11 o 0.048 -0,003 0 0 0 '1 A WIA 12q 113 Totals; 0 0 113 113 CQ G 1131 1 4 7N46 02 0,027 0134 OM2 0 0 0 1132 114 1 N47 0 0,05 -0.00 0 1133 114 !N48 ...................0.09.... ,09 0,137 UO2 0 0 0 ------ ---- 1134 114 N49 O�054 -0,003 ........... TC3.t11{ U2 U06 0 0 0 114 N51 �T�b;o -(Too, 0 Ill 114 N52 1-15 - --- ---- - -------- -0,,-1 ... 01 0 0 N 5�' 3 C3 OM8 4003 0 t1 It 1140 11 "A 0 7 :114 GIOG M), Xi 0, 142 Y l)21 07 tt2 Z-- - 41 4 N46 0.027 0.134 0.002 a C3 0 0 1142 115 N47 0 0.05 -0,002 1 115 Nta 0.009 0,137 0,(X)2 0 -O(T�-- 0 -0.018 0,22 N51 0 114 115 t 71 N52 -0,019 0,122 0�001 1148� 5 N53 0,048 0 1 14Z 115 ZI, (,,21 0, 14 2 �121 1151 116 �46 0 027 0,134 0 1 1 2 13 0 N47 .... ........ - 116 N48 0009 0,137 0,002 1154 11 NO 0,0541, 1155 116 N50 -111018 0,22 OM6 1156 116 N�) I (Q.(I)69 -0.00,3 011 0 1157 % N5 -0.019 0122 OMI 0 0 0 6 N53 0,048 -01)(M _0 11 Totals� 0.834 0 116( K 0,142 1 �. 821 Z: 0-21 .. .. .. .. .. .. . . 116 ............ . n7 i N46 0027 0. 134 0 7i 1 ..... ...... .... ...... ..-0-002 0 11fa 31 f 117 N48 OAXYJ 0.137 OM2 0 0 0 - , , 1-1-11-11111.111111 1-1 - 11 11 -, - 1 -.111-11 -- ... -- --- 1(54 1"1 N49 0.054 -(WO3 0 -1-- �J -`41--- -11 ------- I ----------- 1165 iTf -0,018 .-,---,-,--0.22 0-- 0 �,t �l".�l".��.�.�,,���..-���,,�ll-�....��� .... .... .. ..... ... � -,-111- ... .... .. .. .... ......... 1166 117 N 5 1 0A)69 -0003 0 0 .. .. . ..... 167 117 N52 -0,019 0,122 OMI 0 0 —16:8 117 N53 0 Q048 -0,003 il169 117 i Totals: i 0 0,834 1-70 ---- 117 g (;O(.-,i (ft): -T X-, 0-1,42 Y: 3.t321 Z: 011 Frequencies and Parric Ran . an ............. No Data to Print,... RISA-3D Version 22 Glass Frame with MountAd Page 44 I: - 16+T Project No.. 174450.001.01.0006 Site Name: Gaylord, Texas T -§i—teNumber: 10061469 Analysis te: 9/25/2025 Existing Upper Roof Tier Analysis . . ....... ... . .... .......... Analysis Criteria Building Code: 2018 International Building Code (18C) ABC/SDI : 2016 (ASCE7-16) International Existing Building Code (IEBC): 2018 0 El M gloom= Mount Analysis B+T Job #174450.001,01.0006 August 4, 2025 Construction Documents B+T Job # 174450.001.01.0006 9/18/2025 Mount Analysis Nexius Structural Analysis Level 5 Consulting Engineers Job # Unknown 2/2/2016 1 I B+T Project No. 1744 50, 00 1, 01 .0006 ISite Name: Gaylord, Texas B'*T Site Number. 10061469 S a [A�halysis Date:— 9/2512025 . .................. .. .. ....................... . ' ... ... Existing Upper Roof Tier Analysis ''I I I I I I I I I I I I I ''I I I'll 11 1 11 1 1 11 1 1 1 1 1 11 1 11 1 1 ,,1 Existing Glass all Existing wall height (H,): Vertical distance of appurtences (H,,): Wind Pressure (q,,): Additional lateral wind load to wall per sector; Additional vertical load to wall per sector: Existing window thickness: Unit Weight of wall: Weight of wall: Weight of existing roof framing above glass: Tributary width for roof framing: Wall length alpha sector appurtenances occupy� Wall length beta sector appurtenances occupy: Wall length ganima sector appurtenances occupy: Wall length delta sector appurtenances occupy�: Increase wall length on left side of beta sector: Increase wall length on right side of beta sector: Increase wall length on left side of delta sector: Increase wall length on right side of delta sector: Consider alpha sector near edge of wall? Consider beta sector near edge of wall? Consider gamma sector near edge of wall? 16 ft, - Estimated. Starting from building roo 3 ft, - From bottom of penthouse wall 37,85 psf. - From mount analysis 695,3 lbs, - Wind from antennas & mounts 3013 lbs. - Weight of antennas & mounts 0,042 ft. 3,5 lbs/ft." 56 pit. 0 psf, - Estimated 0 ft, - Estimated 13,5 ft. - Horiz. mount support distance 115 ft- Horiz, mount support distance Horiz. mount support distance 0 ft. - Honz, mount support distance 0 ft, ;=Wsed for effective wall length 0 ft, - Used for effective wall length 0 ft, - Used for effective wall length 0 ft, - Used for effective wall length zm# MMEM MMIM 0 ft, - Used for effective wall length No No No 117MAMPOMMM I Site Name: Site Number: Analysis Date: 174450,001.01M06 Gaylord., Texas 10061469 9125/2025 Existing Upper Roof Tier Analysis LLateral Load Check L Alpha Sector _J Effective length of wall (alpha sector): 13,5 ft. Effective projected area of wall (alpha sector): 216,0 ft, Total wind load with no appurtances: 8175.6 lbs. Total wind load from only appurtenances: 695,3 tbs. Appurtenance wind load to be considered: 695,3 tbs. Total wind load with all appurtances: 8870.9 Jos, Percent increase in lateral load at alpha sector: 8.5% The percent increase in lateral load is less than 10%. Based upon section 806,3, within the International Existing Building Code (IEBC), the lateral load, from the appurtenances, does not alter the existing glass and the glass support structure. L_.D:2.tase�ctof_ � Effective length of wall (beta sector): 115 ft, Effective projected area of wall (beta sector): 216,0 ft' Total wind load with no appurtances: 8175.6 lbs. Total wind load from only appurtenances: 695.3 tbs. Appurtenance wind load to be considered: 695.3 tbs. Total wind load with all appurtenances: 8870.9 lbs. L. Percent increase in lateral load at beta sector: 8.5% The percent increase in lateral load is less than 10%. Based upon section 8063, within the International Existing Building Code (IEBC), the lateral load, from the appurtenances. does not alter the existing glass and the glass support structure structure, B+T Project No.: 174450,001,01,0006 Site Name: Gaylord, Texas B i +T k."d Site NumE_eF 10061469 Analysis Date: 9/25/2025 . Existing Upper Roof Tier Analysis ...................... .... .. ''"" ............... ........... .............. I ........... I .......... . I 1 11 1 1 1 .................. Existing Glass all Lateral Load Check Lqarnma Sector Effective length of wall (gamma sector); 13.5 ft. Effective projected area of wall (alpha sector); 216.0 ft,: Total wind load with no appurtances: 8175.6 lbs. Total wind load from only appurtenances: 695.3 lbs. Appurtenance wind load to be considered: 695.3 lbs. Total wind load with all appurtances: 887*9 lbs, ercent increase in lateral load at alpha sector: 8.5% The percent increase in lateral load is less than 10%. used upon section 806,3, within the International Existing Building Code (IEBC), the lateral load, from the appurtenances, does not after the existing glass or the glass structure, ------------- =Detailed and Rigorous Analysis [§WR—ISA analysis' for glass frame structural analysis F_ Demand -Capacity: 52A % ASCE Address* I �m Wind Speed 10-year MRI 25-year MRI 50-year MRI FMOIMUF� a - 41M Standard: ASCE/SEI 7-16 Latitude: 32,95469 Risk Category: If Longitude: -97.0643 Soil Class: D - Stiff Soil Elevation, 573,7901605922557 ft (NAVID 88) 106 Vmph 74 Vmph 80 Vmph 85 Vmph 91 Vmph ASCE/SEI 7-16, Fig, 26.5-113 and Figs. CC,2-1--CC.2-4. and Secfion 26.5,2 Thu Sep 25 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, MM = 700 years). im i I I I � � �'. 0 Iffirlme-UMT11=9 Page I of 4 Thu Sep 25 2025 Site Soil Class: D - Stiff Soil Results: Sw 0,104 So, 0.087 S 1 0.054 TL 12 F, 1,6 PGA: 0.05 F, 2A PGA 0,08 sm, 0,166 F PGA 1,6 S"'I 013 1, 1 S:,w,, 0.11 C, 01 Seismic Design nse Spectrum Design Response Spectrum S,,,,(g) vs T(s) S', (7)VS T� S MCE;� Vertical Response Spectrum Pi Design Vertical Response Spectrum S,.,(g) vs T(s) S,g1g1 vs T3. s Data Accessed: Thu Sep 25 2025 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCEISEI 7-16 Table 1.5-2. Additional data for site -specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. Page 2 of 4 Thu Sep 25 2025 ASCE Ice Ice Thrckness: Concurrent Temperature Gust Speet-A Data Source: It [ ffmW!,KkkWyzi 1.50 in. 15 F 30 mph Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Thu Sep 25 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, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain u d Ic Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological st ies.1 exceed the mapped values. Ground Snow Load. p.,,, 5 lbift Mapped Elevatiow 573.8 ft Data Source-, ASCE/SEI 7-16, Table 7.2-8 Date Accessed: Thu Sep 25 2025 Values provided are ground snow loads. In areas designated "case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site -specific case studies are required to establish ground snow loads at elevations not covered. authority having jurisdiction in locations where the reported 'elevation' and I mapped elevation' differ significantly from each other. Page 3 of 4 ThLi Sep 25 2025 ASCE The ASCE Hazard Toot is provided for you, ccinvenonce, for inforinafional purposes only, and s,,, provided as !s and,.,Whow warfantues of miy kind The, location data included nerem has br--en obtained from infonflation developed produced and ii-iaintained by mifd panty ptDvidP-is or has been extrapolated fron-imaps mcorpoialed m the ASCE standard While ASCE has made every effort la use data o!�,tamee, fron', !eltable sawces or mettrodolog-,es ASCE dogs riot make any representations or waaranfies as to the accuracy Completeness re4at,Irty Currency or quality of any data provvJed h�+rojn Any thkid pasty links piowded by this Tool should not be construi-d as an endcuseniew alfflialion relfationslup of sponsofsNp of such thiid-party content by or fioni ASCE ASCE rJoes not oilenfl rrat shouid anvone, ,uteflpfet the ipsults provided by Mrs Toot to ieplace the sound jLiIJgfW,-T!t of a professional having Rno,,viiedgrr- and eyperaenu,, in the appfopitate field(s) of ptacbce, not to subst4we for 11he star dlard of care iec;rwed of such professionals iff ffitelpleOncf and epplvmc) ti-te contcrits of this I ool of the AS(,E stanclard ]if using tNs Tool you aSSUMe ail flSkS With VQUf LISLe U111dOr Tici cm,nniSta;)cCs ^,hali A,,S>(,IE o� officers diectols employees nw,Inbei�z afftliales, of auems be� Ijablie to Voti (it wry Othof Person for any chlect, indl4f ':l specfaS mf�l�dlental or ddn),,,IQes ansrng tion'r cq "r,'sated 10 yoav USE: Of Of 0?liailce on fhe� tool of any (11frimiatron otAwned th�wfem � c,) the fullest (jxt,»n! pernirtled by law yuu diljri,m, to o?r(m,,V and hi-9d hulififess AIiGf fuiln any ond all Irablfily of my natwo ati5mg out of or gesiny)c.r iioin )try nt dana proyidWd by Itio ASCE i iazard I ors ...... . . ...... . .... ... 6 Page 4 of 4 Tl)a Sep 25 2025 ALL CHANGES REQUi.. E p (47QAV'70Q P -'Er LU-ING. SE� ATE i N1 F; APPROVAL OF REVISED 057F j 151 -E A- n 7 nv� MONDAY 5ATURDAY ONLY f!C#C[W*ACAL EU�C;TRfCAL AMC PLANS PER tit M LOON SMWA Y P[:RfAqTS GH-'VxLL 3E FRZ--rXIIREU -7 DRAWING INDEX SITL NAME: i ATIT 'I JTT �1017'1-1r�c K1111TW, R-rV B+T GRP AT&T P v VsK GAYLORD TEXAS FA NUMBER: 10061469 AT&T I 'tL EXIS'FING 106'-()" BUILDING NAMHK S&C%kAom"s SITE KFM()DIE It, Xrl()NL �1711-4" - Ls, 1 soot 01' SC WORK PROJECTST'NII NARY L S C)PI §124TATOW lot. wm W An -Am ME i * W knwm - 9 %Wwl (12i C-"j� 2) 5cclop -011W 4 *JC=ANN AI1=0WIMM I" X, MW IV, 10�w 4W W f6i MIr" W'W' cKe" ape T#ik vmxn: A If'V' W, MC(6)'ACi 'QMI ""Mv .1 [I'kilwi N" nWT1v Mt M AM M-W F i--- L, P n,w AW -.7, 7 = 7 re No — M-wn� mmw -W $.a, 3 --------------- DRIVING DIRIA31ONS mm CONTACTINFORMA-rioN l'- e110% hm-'kZVl3o15� 11 WE =Q El- cuft"Ewtfie' r�— I, omm -01 7 ---------- DO N`CY1'SCALE CODE CO3NIPLIANCE an I DRAWINGS "Ins? 11401 it T K soft to :11, 1 10 7 Z k (VIA 11 NAS I Al (01 1 7777 Tzn-- 00 Iwo" Duh I Ls�' 01 KNIA A 17 !A AV C AT I I VVORK�N(! D W, Off 13FT �ozf' Yt 4, DR,, 4 1.1 UNJI? nit 't-V MU90 _dX,4 owl A 10 1 il 0 3:At -�Fftl My3dwn 90 AM on - 41 11 rT�moli vil" ___ ATWIM4 AS an MY da9 14 ZV jW", 3 M _.Q, i.N ­1 I'M P"Q M"10 py-en on an c- PiNAV TAOL v 14 M Mw; A NetwcWk i m' a :.' IF, -I _ = _ �... __- - a `3:t %,it,:'t'.n i - _ - •I�i 0.t ti 1 : j,+-,Pi -_ '� - - _. - - ',i(err :�d+e ` tw°•dx -re ara"'=.ca C x v , Af x: 5 P, _PROPOSED AT&T E'ECDU _ (3) MWO DO a #s +T GRP a AT&T PROPMD AT&T INWOR +k _ ., -•A BATTERY RACK W/ _..A - (6) 190AM 6ATTER€E5 OP PROSED AT&T Q-SrRIN`GS) - (5) -'48vl-58V DC COWERTERS F - - • _ EXr.IWC AT&T PRO RACK TO S REMOYEs NI - j4\' _ (1) RAYCAP - DC'2-48-60-R#i - - (1) 6672 89U { _. -t v _ - (3) V UTS RR{+ _ xmu (7) 6AW fiaYtG TikCclFlix TO BE REMOVED PROPOSED ATtt 'NT 9 _ CONVERTERS - Egtii _ - (12) 50A DC BREAKERS L- t s, h. I k _ " A. t- Y _i_ # ? 1A Wtar C to BE REMOVED EXISTING EQUIPMENT PLAN '. PROPOSED EQUIPMENT PLAN C ALL aµ 4 A— ,_ FF_L €;i`:;:`p=i"`: I ftii Ill :- PPI'l'V'st't ,.. EXISTMIC. AT&T RRH TO BE REMOVED EPJCS" - RRUS-St W2 (3 TOTAL) Exsllw. RRH TO BE REMOVED CRCSSON - RAM-32 82 (3 TOTAL.� M5TfWG AT&T RRH TO K --- REMOVED EYfSTW. AT&T RRH TO BE E%CSSON RRUS-32 BW BKKD (3 TOTAL) ERTOSSON 447$ BE (3 TOTAL) SAI, M-.nNG AT&T WLEXER TO OF REMOVED COMMStOPE - M781%21WT-% (6 TOTAL) —EXEnNG AT&T GWLEXER COMMSCOPE - E15~47 TO BE REMOVED E N EXISTING H-FRAME EQUIPMENT PLAN SCALF �_T-- 'N CAL-1APFAL"' U-y Krl- IF t S h Atj HF PROPOSED DtAk RON SAACKET ERCSSOR - SXXI255394/2 (3 TOTAL) 3L, PROPOSED RRH: MCSSON - 48 (I PER SECTOR. PROPOSED rMR AT EXIST14G Ict BRIM POST (S TOTAL) PROPOSED RRH. kit - AAW 06/912A (I PER SECTOK 3 TOTAL) PROPOSED 04PLEXCR COMMSCOPE ^ C$C4207-US 6 TOTAL) PROPOSED D(PLEXER COMMSOOPE - M41727T-DS-43 (6 TOTAL) , PROPOSED H-FRAME EQUIPMENT PLAN ok SCALE 1\ �N ! - j= B+T GRP NetwcWk "udons X z Ws C D y Or u Evl�,T q, M'FP TO -V i CIN El I't �V- i0j, B+T GRP AT&T U, a u, I, rt c k,vE- Ri A L r�- f �W Imp, PROPOSED EQUWMM; (6) AN"WS W/ INVEGRATED RRHO WEB A=%" ANTEWOS {3)} D0 BOXES DwLum ----(S)TrdPEXERS (3) 2.5- sm x 10,-o- ktw PIPES W/ ;MOPOSED EQUIPMENT! EXI$nW C ff Q A"ACMMENT KA"ARE 13) RRH* MOUNtED 10 (E) ANTEP00, MOVNT 12) owuxm Fva MOUNT() TO (t) "-FRAME PROPOSED AT*T FEEDUNCS 3) GA WG DC TRUWS o) $--AR FIBER MOWS PROPOSED BUILDING ELEVATION B+T GRP aNJlWvaiin aoff-I OAW�AIN A MNIMVM 0' 24 INCHES SEPARATION "CEN ALL ANTENNAS. IF 24 WCMES, 15 NO, OBTAINABLE BETWEEN ANY OF THE ANTENNAS, NOTIFY MARIE-, CM FOR FURTKA DWCTLOM, rXISGNS ANTENNA, TO 13E ReMOMED COMMXOPE - (2 PER SECTOR. 6 TOTAL) EXISTING DIPLEXER TO BE REMOVED COUMSCOPE - E15IWP47 (2 PER SECTOR, 6 TOTAL) EYJSM(; ANTENNA, TO BE RV^U EXISTING MOUNT -'S SUPFICIfOIT PER COMMSCOPIS - SENHH-10650 MOUNT AN&YS6 By 9.Y GRCKiP (2 -fR SECTOR, 6 TOTAL) WED 9126/26 EXISTING �R TO BE RE11OVED COUMSCOPE - COC701921WT-DS {2 PEP SECTOR. 6 TOTAL) A EXISTING AWEMN& TO BE REUMED COMIAROOPf - JAHH-659-P38-V3 C? PER SECTOR, 6 TOTAL) MSTINO DIPLEXER TO BE REMOWD COMMSCOPE - E15VItOP47 (2 PER SECTOR, 6 TOTAL) EXIST AIC ANTENNA TO BE REMOVED COMWSCOPC - SB"M-IDM (2 PER SECTOR, 6 TOTAL) EXISTING ANTENNA PLAN PROPOSCD AIR ANTENNA i� e'BCOSON _ PJR6472 07701877M WNT4 INTSGRATED ANN4 (I PER SECTOR, .3 TOPIL) f3+T GRP PROPOSES 2E, STD- I, IT-W MAST P*F W/ EXISTING AnACHW-W HARDWARE (I PER SECTOR, 3 TOTAL) PROPOSED DIPLEXER PROPOSED ONT, Box COMMSCOPC - COCA21ST-05-43 # PAYCAF - (2 PER SECTOR, 6 TOTAL) PROPOSED ANTENNAS (I PER S SECTOR, 3 TOTAL) AT&T COMMSCOPE - NWH-6W-P4 (I PM SWOR, 3 TOTAL) Netwcwk "umons PROPOSED TRIPLEXER COMIASCOVE - CTX41 '271-DS-43 (2 PER SECTOV6 TOTAL) PROPOSED ANTENNAS COWASCOPE-XIN144-659-FOXI4 (I PER SECTOR, 3 TOTAL) PftP=D AW"NAS _ WH-658-RA (l PER SECTOR, 3 TOTAL) PROAQ SEC DIPLEXER CCRAISCOK - COC42ST-OS,43 fit kj-II I� I f"q IF I k 'R (2 PER ScelM 6 TOTAL) PROPOSED 2.5' STD. . W-O' A"T PIPE W/ EXGMNG ATTACH40ENT K"S (I PE'RL SCCTON, 3 TOTAL) eI PROPOSED AIR ANTENNA ERICSSON - AIR6472 Fi'17G/87741 MTH WnCRATED RRH (I PER SECTOR, 3 TOtAQ PROPOSED tRIPLEXER COMMSCORE - CTX41727T-DS-*3 (2 PAR SECTOR, 6 101k) PROPOSED OVP Box RAYW - OC3-48-64-8-low (t PER SECTOR 3 TOTAL) PROPOSED AKIENW H 7 COMWCOPE -NNH4-659-R&H4 " T'll (I PER SECTOR, I TOTAL) ANTENNA PLAN N v� F 'n r-`RlS'ft-%Il T;141 2- i T e, PROV� N, b141, TO Vf ^:•,'Fl fi?, 11H' MQNTA&N A MINNUM OF 24 INCHES — OF SEPAPAr�ON IRCTAErN N-L ANEFNK-S. IF 24 B+T GRP W- I-,E$ Is NOT OBTAINABLE OETWEEN n< ANTENNAS, NOTIFY MASTtC CM FOR FURTRER DIRECTION, ==T' =T DATED 9/26/25 J� Z AT&T �XA "MIr :1 -'Mzfflmn Netwcwk futons PROPOSED ANTENNAS COWSCOPE -NNII -658-RSK4 (I PER SiEcrm 3 TOTAL) PROPOSED 2,5' SID W-O' MASI MAE W/ EXISTING T' ATTACHMENT HARDWARE (I PER SECTOP, 3 TOTAL) EXISTING EXPLEXER TO BE REM740 COMINSCOPIC C8C7W92IWl-OS PROMSED TROUXER (2 PER SECTOR, 6 TOTAL) COMUSC-RE - CTX4!727T-DS-4,3 j (2 PER SECTOR, 6 TOTAL) PROPOSED GYP RAYCAP - 0C3-48-60-$-!OW CX=MG ANTEWA TO BE REVOOCO (I PER SECTOR, 3 TOTAL) lf"I 1• COMMECOPE - SON"-ID658 (2 PER SECTOR, 6 TOTAL) PROPOSED AIR ANTENNA kj IMI -0 - It j—, ERCSSON - AIR6472 017r/VM WITH INTEGRATED ASH (I PER SECTM 3 TOTAL) PROPOSEI) DIPLEYER EXISMMG OWLE)" TO K RE = t CORMSCOM - COC426T-DS-43 COMMSOOK - E15VOW47 42 PER SECTOR, 6 TOTAL) (2 PER SECTOR, 6 TOTAL) PROPOSED ANTENNAS COVWs X)PE - NW-65EI-R4 (I PER SECTOR, 3 TOTAL) EXISMG ANTENNA TO BE RENKNED COMMSOOPE 12 PER SECTOR, 6 TOTAL) PROPOSED ANTENNA PLAN EXISTING ANTENNA PLAN 1 "("ALL 2'z ( �N N --l/ 11 C EXISTING RF SCHEDULE 4r, �au PuRiT Ax� RGZ -S ��N 14 4- --- ------ ----- t- it Ali- -113 TE fRl - PROPOSED RF SCHEDULE a,','.NA Tr i;,ll cl;:, WAI-lzft, %LT.,K A,11W- lcbSp Ez.U+w041 LTC AWS/PM (1) AM WS/066 cok"Ascopr NNHH-6S8-R4 (r 141'-Cr (2) COC426T-D5-43 (2) CK+261-M-43 A2 C-000iDOD ERK--WN ALR6472 877G/077M IT 14"-w INTEGRATED RR" (1) nwn EIAW', oc (I' DC3-44- W-5-lomf A3 LIE 7MO/890 commscope NNH4-6"-Rfi" ly W'-o' (2) M417277-M-43 (1) 4490 85/B12A AM 025/M 81 commscopE NNII,1-956-04 go, 14 l'-O* (2) COC4261-05-43 3 4 rf- (2) CSC42ST-DS-43 "'+F= - - fit 82 C-BAM-oov ERIUS" A"4n 877G/1477M 9c t4l,-ol WW;RATED RAH - -. -� (1) 6 - PAIR FIBER .. __H_. _ _u. DC3-48-ID-8-low (1) 6AV#G DC TE '00/850 cohoAscopc NW4-M-06M ga 14!'-0' (2, M41727T-DS-43 4490 atiM12A (2) M41727t-DS-43 (1) 4"o 82ve" ol 00MMSCOK kWH"-08-R4 225 14!'-0' (2) CK426T-DS-43 1 4 cz C-RAND,0+0 ERCSSON AAWZ� 1377G/077M 225' 141'-0' INTEGRATED RR- it) 6-PAR FtKP M3-48-60-8-WW 6AM oc C3 LIE 700/850 commscopc NN14-650-R6"4 M 14'-0' (2' 011417M-DS-43 (0 AAW EWlil2A (2) M40271-DS-43 - - -- ------ -N—p 7/24125 4 t-L C,�C�t l v Al, A,-, of �c; �-,f -W,- EA111- sskN C BOLD OCNOtES NEW rQVPMW- EXISTING PROPOSED RF SCHEDULES J,x Al RRH DUAL BRACKET MOUNT DETAIL SCALE- NT$ La'. RADIO SPECIFICATIONS Tl P B+T GRP F AT&T :.I__ ftl Owl" INK# A DUAL RRH MOUNT BRACKET DETAIL ANTENNA GROUNDING SCHEMATIC 2),'C- 1 3 AL 'A T S -4 T' 7, 1 FIBER MANAGEMENT BOX 5-1 s,,Aj, I T S. 1 §1 fl A 11 L flf = UFcp itsi t'Vl In- "'W AlAw 2­1 T L-4 ki t Ct Appi�`-Wl';'�� NOT USED EQUIPMENT ANCHORAGE XMU DETAIL . N T D ^� ftTS _Us ' /iCtY=. Y T c '4T.:S:41-: : syrrts r J`. Pk' - j7 t 7100 E,MERSON INDOOR BATTERY RACK VERTIV STD 48V to 58VDC INDOOR CONV SYSTEM - 26 BREAKERS !-\/- E11.F-"f j%fV��tia 12 RACK -MOUNTED DC12 DETAIL �' SBS19OF 190AH BATTERY DETAIL CONVERTER DETAIL 1 " -- - --- -JSCAL,-�, '4 T S NTS 11 / SCAL = N 1 S NEQ-53021 NetSure -7,-,1 Field Retrofit Kit 6()02-90!-, "A switp a!* md edcwith 0 YM crigim.1 Nibelb in rim city. i i i per Conv siot I � Jlli 11 ZA BBU DETAIL 4,cA[ ,— -� k1 T S , Qty. t 21: Front at ciAoinot, in, rideCAI:4'et t---------- Other item"! Configuration file USE OcK & dual lack fa:c env 1 '71 Intriction book (tinntech Bagwith kit numticr tabol, VERTIV -58V DC RETROFIT KIT SCAJ. i- N T S ! - jM B+T GRP luitdraa R +T GRP AT&T NOT USED 'SCALE N T S _�,; a f I ` _ � E IN s-11tiki_,:, RAYCAP DC3-48-60-8-1086F NOT USELi,— � �3 € 13F•.r � wifnEF# a azs k�-;,.� . _�.� W- I' T-, e, R-tT Vy, CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE SCAL e N T S GROUND ROD DETAIL -�,;SCALNTS, INSTALLATION OF CABLE GROUNDINQ KIT 2 S CAL 14 T S 1W M, Tf T, wrf, CONNECTION OF GROUND WIRE TO GROUNDING BAR (CIGBE) SCAL-- N 1S L LL L. u INSTALLATION OF GROUND WIRE TO GROUND BAR 3:S _, , CAL z 'I T 3 m