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STRUCTURAL CALCULATIONS
WELL BIET �INDUSTRIES Structural Calculations for: Treasure Coast Int'l Airport Ahrens Companies Prepared b'y: Richard T Smith Well Bilt Industries, LLC 5 10 Lee Rd. 281 Salem AL 36874 Design Criteria: vo 0 R i WWOC-%-' F( 0 R CODE COMPLIANCE ST,j,"j-'JC1E CQIJINT'�- BOC��, Ultimate Wind Speed: 160 MPH (ASCE 7-10) Exposure Category: C Building Category: Enclosed Risk Category: 11 MVISION FILE COPY Richard T. Smith PE#43541 Ph-70"88-4874 510 Lee Rd 281 Salem AL, 36874 7' No 43547 It STATE OF REVIEWED By Richar" Smith of If.-31 am, W 07,20111 1 of 21 N2 ON25 V36 N30 31 N25 R45 N29 N45 'M12 &4 'Ri 1 �43 tio N42 41 MO %7- M39 38 Y45 11 )N24 218 *3 N32 N22 ,N21 Imzu N19 N18 N17 N16 M15 N14 N271 N31 N4 2 of 21 Page I C12)(20.7 0) X-h vi x RAOCS3.5XI05 IOCS3.51 10CMZX105 10�MZM05 IOGS3.5xlO5 IOCS3.5XI05 \10CS3.5XI05 IOGS3.5xlO5/ e- a 1 5XI05 E) IOCS3.5xj5, x 10 X105 loj/x105 IOCS35105 5XI05 IOCS3,5xlO a im.5005 -e- IOCS3.5005 /IOCS3.5xlO5 -e- IOCS3-6005 IOCS3.5XI05 cn CTIO.7 3 of 21 Page 2 4 of 21 Page 3 Cornpany Ahrem Comparilles Oct 4. 2019 111RISA s iqner RD 12:03 PM iD,oeb Number 19022 Checked By_ ANEMETSCHEKC041PANI Model Name Treasure Coast Intemational Airport Hot Rolled Steel Propertfes Label E lksII G rksil Nu Therm (\lE..Dmsitvllhtf.. Yleldlksll Rv Furksil Rt 1 A992 29000 1 11154 .3 .66 490 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 490 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 490 50 1.1 65 1.1 4 A50D Gr.B RND 29000 11154 .3 .65 527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 490 35 1.6 60 1.2 7 Al 085 29000 11154 .3 .66 490 50 1.4 65: 1.3 8 Wire 29000 11154 .3 .65 0 36 1.5 58 1.2 Cold Formed Steel Properfies Hot Rolled Steel Secdon Sets Label Shape Type Des iqn List Material Desion Rules A rIn2l lvv Fln4I izz rin4I J rin4l 1 HR1 W12X35 Column -Channel A992 Tvpical 10.3 24.5 285 .741 2 HR2 C12X20.7 Beam Channel A992- Typical 6.08 3.86 129 369 3 HR3 HSS3.5X3... RECT 500 Gr.B Typical 2.24 4.05 4.05 6.56 H 4 R W12X40 ColguMmon RECT A992 Typical 11.7 44.1 307 .906 5 R5 1/4 Inch WL. None Wire Typical 1 .049 1.000192 1.000192 .000383 Cold Formed Steel Secdon Sets Label Shape TvDe Des ion List Material Desian Rules A fin2l lvvIln4I lzzlin4l J lin4I 1 1 1 CR 110CS3.5xl 051 Beam 1 NQn Pe �653SSG60/11 Typical 1 1.88 1 2.91 1 28.5 - 007 1 2 1 CF2 18CS2.5X0591 Co-lumn N on �653SS&50111 Typical 1 .822 1 .674 1 7.79 i 1.00095-4 4 1 3 1 CF3 16CS2.5xO591 VBrace I None �653SS&50111 Typical 1 .704 1 .615 1 3.97 1 .0008171 Joint Boundary Conditions Joint Label X RAN Y [kAnT Z IRAN X Rot.fk-fttradl Y Rot.[k-ft/radl Z Rot.Ik-ft/radl 1 N26 Reaction 2 N30 3 N33 Reaction Reaction 4 N34 I Reaction I Reaction 5 N23 Reaction I I Member Primaty Data RISA-3D Version 17.0.2 CALCULATIONS\Revision 1- 21.5 x 44 8 Panel.r3d] Page 4 6 of 21 Company Ahrens Comparfles Oct 4, 2019 111RISA D er estm RD 12:03 PM JOb N bar 19022 Checked By_ AWME�CHEK COMPANY ModelName Treasure Coast International Arport Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(dea) Section/ShaDe TvDe Desion List Material Desiqn Rules 3 M3 N1 N4 270 HR2 Beam Channel A992 Typical 4 M4 N2 N3 90 HR2 Beam Channel A992 Typical 5 M5 N25 N26 HR3 Column RECT A600 Gr.B.. Typical 6 M6 N29 N30 HR3 Column RECT Typical 7 M7 N23 N24 90 CF2 Column _A50OGr.B.. None A653ss .. Typical 8 M8 N27 N28 270 CF2 Column None A653 SS .. Typical 9 M9 N4 N28 90 CF3 VBrace None A653 SS .. Typical 10 M10 N 1 N24 90 CF3 VBrace None A653 SS ... Typical 11 Mil N5 N37 270 CF1 Beam None A653 SS ... Typical 12 M12 N6 N38 90 CH Beam None A653 SS ... Typical 13 M13 N7 N39 90 CF1 Beam None A653 SS Typic 1 14 M14 N8 N40 90 CH Beam None A653 SS ... T ical 15 M15 N9 N41 90 CF1 Beam None A653 SS — T ical 16 M16 N10 N42 90 CF1 Beam None A653 SS --- T ical 17 M17 N11 N43 90 CF1 Beam None A653 SS ... Typical 18 M18 N12 N44 90 CFI Beam None A653 SS .. Typical 19 M19 N13 N45 90 CFI Beam None A653 SS .. Typical 20 M20 N31 N46 90 CFI Beam None A653SS.... Typical 21 M21 N35 N36 90 HR4 ColumnI RECT A992 Typical 22 M22 N35 N32 HR5 VBrace I None Wire Typical 23 M23 N35 N31 HR5 VBrace None Wire Typical 24 M24 N5 N37 270 CH Beam None A653 SS .. Typical 25 M25 N46 N32 90 CFI Beam None A653 SS ... Typical 26 M26 N45 N22 90 CIFI Beam None A653 SS ... Typical 27 M27 N44 N21 90 CIFII Beam None A653SS .. Typical 28 M28 N43 N20 90 CIF1 Beam None A653SS ... Typical 29 M29 N42 N19 90 CF1 Beam None A653SS ... Typical N41 N18 90 CF1 Beam None A653ss .. Typical N40 N17 90 CIF1 earn None A653SS ... Typical N39 --W16 90 CF1 Beam None A653 SS .. Typical N38 —N15 90 CFI Beam None A653SS ... Typical N37 N14 270 CIF1 Beam None A653SS ... Typical MemberArea Loads (BLC 1: Dead) Joint A Joint B Joint C Joint D Direction Distri%tion Magnitude[psti I N1 N2 N3 N4 y I Two v I _2 MemberArea Loads (BLC 2: Wind(Pressure)) Joint A Joint B Joint C Joint D Direction Distribution macn "'Leips,--] i N1 N2 N3 N4 Z Two Way -50 Member Area Loads (BL C 3: Wind(Suctfon)) Joint A Joint B Joint C Joint D Direction Distribution aqni�L M Ie[psI--1 i N1 N2 N3 N4 z Two Way 55 RISA-3D Version 17.0.2 CALCULATIONS\Revision 1— 21.5 x 44 8 Panel.r3d] Page 5 6 of 21 Company Ahrens Companies Oct 4, 2019 11IR 0 DIes'gn RD 12:03 PM ISAJob Nuemrber 19022 Checked By_ ANEMEMCHEK COMPANY ModeiName Treasure Coast International Arport Basic Load Cases R I r. npqr.rintinn C'Rtp.nory Y C;rnvitv Y Ciravitv 7 Gmvitv JnInt Point Diqtrihuted Arm(Me- Surfacp(P 1 Dead DL 1 2 Wind (Pressure) WL 1 3 Wind (Suction) WL 1 4 BLC 1 Transient Area.. None 231 5 BLC 2 Transient Arm.. None 231 6 BLC 3 Transient Arm.. None 231 Load Combinations Joint Reactions (By Combination) LC Joint Label X nbl Y 11131 Z rlbl MX rlb-ftT MY Ilb-ftl MZ Ilb-ftI 1 1 N26 0 0 6769 ' 634 0 0 0 2 1 N30 :0 0 7235.233 0 0 0 3 1 N33 0 4847.781 6878.245 0 0 0 4 1 N34 0 4933.437 7013.138 0 0 0 5 1 N23 0 0 0 0 0 0 6 1 Totals: 0 9781.218 27896.25 7 1 COG (ft): X: 10.707 Y: 21.609 Z: 0 8 2 N26 0 0 -7446.597 0 0 0 9 2 N30 0 0 -7958.756 0 0 0 10 2 N33 0 4847.781 -7566.07 0 0 0 11 2 N34 0 4933.437 -7714.452 0 0 0 12 2 N23 0 0 0 0 0 0 13 2 Totals: 0 9781.218 -30685.875 14 2 COG (ft): X: 10.707 Y: 21;609 Z: 0 Member Section Forces LC Member Label sec A)dallIbI v Shwrrlbl z Shearrlbl Torquerb-ftl v-v Mornent[lb-ftl z-z Momentilb-111 1 1 M1 1 1479:661 375&98 47.793 -19.334 650.963 -29.529 2 2 2494.553 2135.088 -12.116 -15.88 10.635 -34336.009 3 3 1697.81 -163.707 5.572 12.915 Z07 -45933.21 4 4 857.621 -2320.138 3.895 25.931 -.408 -33658.233 5 5 54.507 -3665.622 -1.986 77.225 0 -130.996 6 1 M2 1 860.309 -3859.677 523.252 26.616 0 0 7 2 2457.509 -2142.354 -13.296 10777 11.61 34412.572- 8 3 1692.161 150.06 5.779 -10.585 2.097 46035.78 9 4 854.56 2330.59 3.932 -19.882 -.406 33754.554 10 5 53.448 3823.98 -2.1 -66.121 0 0 11 1 M3 1 414.588 3697.028 -899.581 9.445 650.966 14.938 12 2 -139.63 -2680.53 -12.026 8.889 7.433 7326.554 13 3 -505.133 2547.265 18.126 8.895 8.451 21363.972 14 -183.157 2842.94 .737 -5.643 10.816 6450.457 15 -4 5 228.214 -3687.586 41.822 -8.555 .007 24.208 RISA-3D Version 17.0.2 [W:\..A..A..A..A4.3 CALCULATIONS\Revision 1- 21.5 x 44 8 Panei.r3d] Page 6 7 of 21 Company Ahrens Companies Oct 4, 2019 Designer RD 12:03 PM 111RISA Job Number 19022 Checked By_ ANENIETSCHEKCONIPANY Model Name Treasure Coast International Airport Member Section Forces (Confinued) LC Member Label Sec A)dalnbl v ShearlIbl z Shearrlbl Torcueflb-ftl v-v Momentr&ffl z-7 momentrib-ftl 16 1 M4 1 25.668 -3663.08 -17.003 -28.495 0 0 17 2 151.055 2559.437 -7.283 -5.286 -4.737 4484.169 18 3 175.017 -2815.329 -24.978 -5.28 10.749 -9260.767 19 4 157.716 -3004.447 17.778 3.177 1.832 6911.882 20 5 29.509 3719.561 17.687 27.206 0 0 21 1 M5 1 49.495 -.254 126.665 336.523 0 .0 22 2 38.743 -.254 88.342 336.523 113.674 .254 23 3 43.757 .246 17.005 336.548 135.203 .492 24 4 29.301 .246 -76.861 336.548 102.191 .246 25 5 18.549 .246 -115.183 336.548 0 0 26 1 M6 1 52.948 .207 154.569 -318.752 0 0 27 2 40.742 .207 94.45 -318.752 128.959 -.207 28 3 45.379 -.203 17.861 -318.631 151.305 -.407 29 30.502 -.203 -82.332 -318.631 116.841 -.203 30 -4 5 18.296 -.203 -142.451 -318.631 0 0 31 1 M7 1 232.983 158.184 -7.118 -.012 0 0 32 2 486.949 86.777 7.019 -.007 -5.172 -191.744 33 3 508.552 16.924 -.832 -.009 1.946 -250.433 34 4 359.084 -105.434 -.733 -.007 .917 -171.373 35 5 352395 -153.336 -.733 -.007 0 0 36 1 M8 1 108.268 -191.648 -7.637 .016 0 0 37 2 378.258 -95.165 6.797 .013 -6.04 217.177 38 3 472.836 -17.022 .788 .014 .544 288.884 39 4 349.825 136.635 -.896 .015 1.12 224.717 40 5 341.318 211.782 -.896 Oi5 0 0 41 1 M9 1 -1105.934. 106.719 39.394 .026 0 0 42 1 2 -187.401 -8.076 -18.174 .015 14.155 -52.501 43 3 199.645 -10.615 4.699 .013 -1.345 42.793 44 4 255.791 -25.869 .839 .009 -2.879 -39.472 45 5 252.796 -25.869 2.935 .009 0 0 46 1 M10 1 -639.053 -74.623 42.8 -.009 0 0 47 2 -25.013 9.824 -18.987 -.01 12.875 28.01 48 3 238.739 10.94 -3.353 -.01 -1.271 15.98 49 4 276.753 10.182 .576 -.009 -2.202 1.328 50 5 207.606 -8.504 2.41 -.008 0 0 51 1 U111 1 -133.105 -374.35 9.96 .173 0 0 52 2 -199.631 .-180.397 -24.308 .154 -19.008 761.289 53 3 -64.686 -53.87 7.601 .083 5.807 1009.354 54 4 -32.628 171.286 -3.383 .083 2.048 797.787 55 5 -6.867 851.788 -4.811 .023 0 0 56 1 M12 1 -85.7 629.355 -9.493 .319 0 0 57 2 -93.916 303.105 -10.122 -.132 3.073 -1456.152 58 3 -55.988 73.774 -3.987 .365 -2.544 -2050,917 59 4 -10.833 -183.301 6.071 -.217 -.978 -1887.729 60 5 24.862 -2013.909 6.717 -.371 0 0 61 1 M13 1 -51.519 689.62 -7.229 .125 0 0 62 2 -56.917 345.985 -1.073 .027 -1.792 -1611.339 63 3 -48.307 85.928 10.371 .109 1.829 -2372.719 64 4 -6.gG4 -117.712 -1.509 -.111 -2.202 -2384.056 65 5 9.693 -2220.091 7.348 .097 0 0 66 1 M14 1 -36.529 723.857 -6.264 -.278 0 0 67 2 -37.411 376.663 4.74 .312 -.976 -1649.W1 RISA-3D Version 17.0.2 CALCULATIONS\Revision 1- 21.5 x 44 8 Panel.r3d] Page 7 8 of21 Company Ahrens Companies Oct 4, 2019 111RISA Designer RD 12:03 PM Job Num bar 19022 Checked By_ A�METSCHEKCONIPANY ModelName Treasure Coast International Airport Member Section Forces (Confinued) LC Member Label Sec A)dalflbl v Shearribi z Shearrlbl Tornup.11h-ftl v-v Momentrihfti 7-7 Mnm�trihfti 68 3 -25.383 143.133 -.412 .318 -.983 -2585.373 69 4 -11.86 -118.278 10.669 -.233 .21 -2645.531 70 5 3.958 -2054.364 9.526 .27 0 0 71 1 M15 1 -29.287 740.518 -11.45 -.019 0 0 72 2 -23.301 377.4 -18.055 -.033 7.735 -1913M5 73 3 -13.386 179.255 -16.194 -.053 4.553 -2734.598 74 4 .867 -1653.415 -20.76 .034 7.815 -4816.667 75 5 .867 -1891.203 12.286 .034 0 0 76 1 M16 1 -24.109 685.655 -8.713 .159 0 0 77 2 -21.04 336.572 -7.027 -.316 -1.49 -1622.593 78 3 -15.986, 92.645 4.917 .232 -.709 -2336.046 79 4 -4.284 -135.075 -2.992 .228 -1.962 -2274.116 80 5 .394 -2158.134 6.829 -.309 0 0 81 1 M17 1 -19.817 671.588 -6.618 -.104 0 0 82 2 -19.114 328.819 5.001 -.203 -.776 -1521i617 83 3 -11.928 109.487 -6.921 .037 -1:205 -234&04 84 4 -6.411 -143.993 3.282 -.094 -2.472 -2273.646 85 5 -1.675 -1874.23 8.105 -.129 0 0 86 1 M18 '1 -15.751 628.228 4.568 -.558 0 0 87 2 -16.953 335.515 1.793 -.448 -.776 -1437.647 88 3 -14.145 62.57 4.559 -.021 -1.444 -2093.107 89 4 -7.029 -166.401 -M08 -.396 -1.77 -1894.613 90 5 -2.954 -1613.741 6.761 .157 0 0 91 1 M19 1 -13.636 587.717 -3.729 -.209 0 0 92 2 -17.385 322.256 :691 -.17 -1.078 -1300.517 93 3 -15.567 26.246 7.432 -.181 .06 -1836.035 94 4 -6.47 -192.408 -1.349 -.187 -2.156 -1552.335 95 5 -1.965 -1117.129 8.297 -.147 0 0 96 1 M20 1 -7.807 548.502 -6.965 -.534 0 0 97 2 -10.016 292.656 2.225 -.516 -2.082 -1 265.8�--- 98 3 -5.127 38.764 -5.275 -.048 -1.937 -1430.807 99 4 .967 -196.22 4.28 -.091 -2.263 -1099.292 100 5 7.722 -502.52 7.463 -.042 0 0. 101 1 M21 1 91.345 5164.388 .837 -7.962 0 0 102 2 700.996 2417.789 -.912 .569 .474 -44856.301 103. 3 728.698 137.387 .229 -.184 .012 -59115.974 104 4. 502.127 -2782.064 .051 -.65 -.022 -4-5736.556 105 5 43.232 -5432.248 .055 2.755 0 0 106 1 M24 1 -133.105 -327.361 6.828 .173 0 0 107 2 -199.631 -216.949 -21.871 .154 -18.992 76t.539 108 3 -64.686 37.866 1.485 .083 6.616 1021.491 109 4 -32.628 133.901 -.891 .083 1.913 795.768 110 5 -6.867 843.384 -4.251 .023 0 0 ill I M25 1 7.976 491.804 -6.028 .004 0 0 112 2 1.892 187.243 -.683 .061 -2.679 -1069.241 113 3 -3.327 -53.703 11.275 .01 2.222 -1384.773 114 4 -9.772 -276.146 1.168 .444 -2.808 -1216.848 115 5 -7.636 -476.77 5.421 .628 0 0 116 1 M26 1 -2.078 1135.877 -8.26 .153 0 0 117 2 -6.489 204.497 1.395 .184 -2.1 T2 -1604.295- 118 3 - 1 1-1197 159028 -75 .172 .03 -1913.625 119 4 _1 7. 4 -29 _�3�� 1 .173 -1.089 -1345.601 RISA-3D Version 17.0.2 [WA ... X.. A...\...\4.3 CALCULATIONSNRevision 1- 21.5 x 44 8 Panel.r3d] Page 8 9 of 21 Company Ahrens Companies Oct 4, 2019 Designer RD 12:03 PM 111RISA* Job Number 19022 Checked By_ ANEMMCKEKC01.1PANY ModelName Treasure Coast International Airport Member Section Forces (Continued) LC Member Label See Axial Obl v Shear[lbl z ShearrIbI Torquerlb-ftl v-v Momentrlb-ftl z-z Moment[lb-ftl 120 5 -13.123 -598.291 3.614 .209 0 0 121 1 M27 1 -3.236 1614.523 -6.751 -.081 0 0 122 2 -7.351 167.225 3.571 .326 -1.795 -1895.6i--- 123 3 -14.901 -62.169 -4.644 .031 -1.425 -2094.261 124 4 -17.306 -335.496 -1.877 .419 -.739 -1439.209 125 5 -15.85 -631.646 4.564 .548 0 0 126 1 M28 1 -2.015 1874.379 -8.104 .059 0 0 127 2 -7.165 143.63 -3.277 .121 -2.466 -2274.177 128 3 -12.614 .-109.636 6.915 -.042 -1.201 -2346.829 129 4 -19.611 -328.623 -5.016 .228 -.76 -1523.058 130 .5 -20.048 -673.891 6.619 .125 0 0 131 1 M29 1 -.153 2158.104 -6.824 .29 0 0 132 2 -5.343 135.088 3.001 -.2 -1.943 -2274.077- 133 3 -17.463 -92.631 -4.917 -.204 -.683 -2335.984 134 4 -22.154 -336.603 7.021 .296 -1.472 -1622.923 135 5 -24.638 -685.573 8.705 -.139 0 0 136 1 M30 1 -.591 1891.496 -12.27 -.032 0 0 137 2 -.591 1653.708 20.775 -.032 7.857 -4817.455 138 3 -16.306 -179.043 16.203 .056 4.62 -2736.212 139 4 -26.139 -377.186 18.042 .036 7.77 -1916.213 140 5 -30.567 -742.951 11.437 .024 0 0 141 1 M31 1 1.103 2054.438 -9.489 -.266 0 0 142 2 -17.52 118.343 -10.648 .236 .301 -2645.714 143. 3 -32.025 -143.05 .402 -.313 -.863 -2585.767 144 4 -41.816 -376.6061 -4.77 -.307 1 -.889 -1649.719 145 5 -38.778 -724.855 6.23 .281 0 0 146 1 M32 1 4.844 2221.145 -7.277 -.093 0 0 147 2 -16.9 118.058 1.555 .113 -2.035 -2385.282 148 3 -62.69 -85.731 -10.395 -.106 2.118 -2374.544 149 4 -67.716 -346.205 1.015 -.022 -1:6 -1613.746 150 5 -56.814 -692.693 7.152 -.122 0 0 151 1 M33 1 15;281 2045.775 -6.633 .36 0 0 152 2 -38.452 198.968 -5.886 .232 -.871 -1950.55 153 3 -95.381 -74.948 4.302 -.357 -1.9 -2138.117 154 4 -126.561 -320.777 9.85 .147 3.338 -1513.395 155 5 -96.968 -653.788. 9.203 -.325 0 0 156 1 M34 1 -5.779 -1633.0821 4.174 .058 0 0 157 2 -45.342 -269.917 .536 -.054 2.072 1559.057 158 3 -203.136 -9.006 -8.531 -.043 6.944 1941.105 159 4 -387.254 341.599 19.427 -.21 -12.678 1409.372 160 5 -277.305 575.415 -U98 -.222 0 0 161 2 MI 1 1479.661 4134.878 47.793 21.267 650.963 32.482 162 2 2494.553 -2348.596 -12.116 17.468 10.635 37769.61 163 3 1697.81 180.078 5.572 -14.206 2.07 50526.531 164 4 857.621 2552.152 3.895 -28.524 -.408 37024.056 165 5 54.507 4032.185 -1.986 -84.947 0 144.096 166 2 M2 1 860.309 4245.645 523,252 -29.277 0 0 167 2 2457.509 2356.589 -13.296 -11.855 11.61 -37853.83 168 3 1692.161 -165.066 5.779 11.644 2.097 -50639;358 169 4 854.56 -2563.649 3.932 21.87 -.405 -37130.01 170 5 53.448 -4206.378 -2.104 72.733 0 0 ,171 2 M3 1 414.58LL-4066.7311-899.581 . -10.389 650.966 -16432] RISA-31D Version 17.0.2 [WA ... CALCULATIONS\Revision 1- 21.5 x 44 8 Panel.r3d] Page 9 10 of 21 Company Designer 111RISA Job Nvnber A�LIETSCHEKCOMPMY ModeIName Ahrens Companies RD 19022 Treasure Coast InternationalArport Member Section Forces (Continued) Oct 4, 2019 12:03 PM Checked By_ LC Member Label Sao A)dalDbl v Shearrlbl z Shear[lbl Toroueflb-ftl v-v Moment[lb-ffl z-z Moment[lb-fil 172 2 -139.632 2948.583 -12.026 -9.778 7.433 -8059.209 173 3 -505.133 -2801.992 18.126 -9.785 8.451 -23500.369 174 4 -183.157 -3127.234 .737 6.208 10.816 -7095.503 175 5 228.214 4056.344 -41.822 9.411 .007 -26.629 176 2 M4 1 25.668 4029.388 -17.003 31.344 0 0 177 2 151.055 -2815.381 -7.283 5.814 -4.737 -4932.586-- 178 3 175.017 3096.862 -24.978 5.808 10.749 10186.843 179 4 157.716 3304.891 IT778 -3.495 1.832 -7603.0 180 5 29.509 -4091.517 17.687 -29.927 0 0 181 2 M5 1 49.496 -.254 -139.331 -370.176 0 0 182 2 38.743 -.254 -97.176 -370.176 -125.041 .254 183 3 43.757 .246 -18.705 -370.202 -148.723 .492 184 4 29.301 .246 84.547 -370.202 -112.411 .246 185 5 18.549 .246 126.701 -370.202 0 0 186 2 M6 1 52.948 .207 -170.026 350.627 0 0 187 2 40.742 .207 -103.895 350.627 -141.855 -.207 188 3 45.379 -.203 -19.647 350.495 -166.435 -.407 189. 4 30.502 -.203 90.565 350.495 -128.525 -.203 190 18.296 -.203 156.696 350.495 0 0 191 2 M7 1 232.983 -174.003 -7.118 .014 0 0 192 2 486.949 -95.455 7.019 .008 -5.172 210.9 1 193 3 508.552 -18.617 -.832 .01 1.946 275.476 194 4 359.084 115.977 -.733 .008 .917 188.511 195 5 352.395 168.669 -.733 .008 0 0 196 2 M8 1 108.258 210.813 -7.637 -.017 0 0 197 2 378.258 104.681 6.797 -.014 -6.04 -238.895 1981 3 472.836 18.724 .788 -.016 .544 -317.772 199 4 349.825 -150.298 -.896 -.016 1.12 -247.188 200 5 341.318 -232.96 -.896 -.016 0 0 201 2 M9 1 -1105.934 -117.391 39.394 -.028 0 0 202 2 -187.401 8.883 -18.174 -.016 14.155 57.751 203 3 199.645 11.676 -4.699 -.014 -1.345 47.072 204 4 255.791 28.456 .839 -.01 72.879 43.419 205 5 252.796 28.456 2.935 -.01 0 0 206 2 M10 1 -639.053 82.086 42.8 .01 0 0 207. 2 -25.013 -10.807 -18.987 .011 12.875 -30.811 208 3 238.739 -12.034 -3.353 .011 -1.271 -17.578 209 4 276.753 -11.201 .576 .01 -2.202 -1.461 210 5 207.606 9.354 2.41 .009 0 0 211 2 Mil 1 -133.105 411.785 9.96 -.19 0 0 212 2 -199.631 198.437 -24.308 -.17 -19.008 -837.418 213 3 -64.686 59.257 7.601 -.091 5.807 -1110.289 214 4 -32.628 -188.414 -3.383 -.092 2.048 -877.566 215 5 -6.867 -936.967 -4.811 -.025 0 0 2161 2 M12 1 -85.7 -692.29 -9.493 -.351 0 0 2171 2 -93.916 -333.415 -10.122 .145 3.073 1601.767 218 3 -55.988 -81.151 -3.987 -.402 -2.544 2256.008 219 4 -10.833 201.631 6.071 .238 -.978 2076.501 220 5 24.862 2215.3 6.717 .409 0 0 221 2 M13 1 -51.519 -758.582 -7.229 -.138 0 0 222 2 -56.917 -380.583 -1.073 -.03 -1.792 17"72.473 223 3 48.307 -94.521 1 10.371 -.12 1.829 2609.291j RISA-3D Version 17.0.2 [W:\ ... CALCULATIONS\Revision 1- 21.5 x 44 8 Panel.r3d] Page 10 11 of 21 Company Ahrens Companies Oct 4, 2019 Designer RD 12:03 PM 111RISA Job Number 19022 Checked By - A NEMETSCHEK COMPANY Model Name Treasure Coast International Airport Member Section Forces (Condnued) LC Member Label Sec A)dainbl v Shearrlbl z Shearrlbl Torauellb-ftl v-v MomentIrb-ffl z-z Momentrlb-ftl 224 4 -6.904 129.483 -1.509 .122 -2.202 2622.462 225 5 9.693 2442.1 7.348 -.107 0 0 226 2 M14 .1 -36.529 -796.243 -6.264 .306 0 0 227 2 -37.411 -414.329 4.74 -.343 -.976 1813.978 228 3 -25.383 -157.446 -.412 -.35 -.983 2843.91 229 4 -11.86 130.106 10.669 .256 .21 2910.064- 230 5 3.958 2259.801 9.526 -.298 0 0 231 2 M15 1 -29.287 -814.57 -11.45 .02 0 0 232 2 -23.301 -415.139 -18.055 .037 7.735 2105.02 233. 3 -13.386 -197.18 -16.194 .058 4.553 3008.058 234 4 .867 1818.757 -20.76 -.038 7.815 5298.334 235 5 .867 2080.323 12.286 -.038 0 0 236 2 M16 1 -24.109 -754.221 -8.713 -.175 0 0 237 2 -21.04 -370.23 -7.027 .347 -1.49 1784.852 238 3 -15.986 -101.91 4.917 -.256 -.709 2569.651 239 4 -4.284 148.583 -2.992 -.251 -1.962 2501.527 240 5 .394 2373.947 6.829 .34 0 0 241 2 M17 1, -19.817 -738.747 -6.618 .115 0 0 242 2 -19.114 -361.7 5.001 .223 -.776 1673.779 243 3 -11.928 -120.436 -6.921 -.04 -1.205 2580.644 244 4 -6.411 158.393 3.282 .104 -2.472 2501.011 245 5 -1.675 2061.653 8.105 .142 0 0 246 2 M18 1 -15.751 -691.051 4.568 .614 0 0 247 2 -16.953 -369.067 1.793 .493 -.776 1581.412 248 3 -14.145 -68.827 4.559 .023 -1.444 2302.418 249 4 -7.029 183.041 -3.608 .436 -1.77 2084.0 2501 5 -2.954 1775.115 6.761 -.173 0 0 251 2 M19 1 -13.636 -646.489 -3.729 .23 0 0 252 2 -17.385 -354.481 .691 .187 -1.078 1430.569 253 3 -15.567 -28.871 7.432 .2 .06 2019.639 254 4 -6.47 211.648 -1.349 .205 -2.156 1707.569 255 5 -1.965 1228.842 8.297 .162 0 0 256 2 M20 1 -7.807 -603.363 -6.965 �588 0 0 257 2 -10.016 -321.922 2.225 .567 -2.082 1392.417 258 3 -5.127 -42.64 -5.275 .053 -1.937 1573.888 259 4 .967 215.842 4.28 .1 -2.263 1209.221 260 5 7.722 552.772 7.463 .046 0 0 261 2 M21 1 91.345 -5680.827 .837 8.758 0 0 262 2 700.996 -2659.568 -.912 -.626 .474 49341.931 263 3 728.698 -151.126 .229 .203 .012 65027.571 264 4 502.127 3060.271 .051 .715 -.022 50310.212 2651 5 43.232 5975.472 .055 -3.03 0 0 266 2 M24 1 -133.105 360.098 6.828 -.19 0 0 267 2 -199.631 238.644 -21.871 -.17 -18.992 -837.693 268 3 -64.686 -41.653 1.485 -.091 6.616 -1123.64 269 4 -32.628 -147.291 -.891 -.092 1.913 -875.345 270 5 �6.867 -927.722 4.251 -.025 0 0 271 2 M25 1 7.976 -540.985 -6.028 -.005 0 0 272 2 1.892 -205.968 -.683 -.067 -2.679 1176.165- 273 3 -3.327 59.074 11.275 -.011 2.222 1523.251 4 -N 2 1:41 -:08 -2.808 1338.533 5 1 7 6316 1 �303.�76 �2-4 4 7 �60 0 0 RISA-3D Version 17.0.2 CALCULATIONS\Revision 1- 21.5 x 44 8 Panel.r3d] Page 11 12 of 21 Company Ahrens Companies Oct 4, 2019 Designer RD 12:03 PM 111RISAO Job Number 19022 Checked.By_ ANENIETSCHEKCONIPMY ModelName Treasure Coast IntemationalArport Member Section Forces (Confinued) LC Member Label Sec A)dalnbl v Shearflbl z ShearlIbI Torouerb-fU v-v MomentIlb-111 z-z momentrilb-ftl 276 2 M26 1 -2.078 -1249.465 -8.26 -.168 0 0 277 2 -6.489 -224.947 1.395 -.203 -2.172 1764.724 278 3 -15.59 32.112 -7.588 -.19 .03 2104.987 279 4 -17.147 365.759 -.461 -.19 -1.089 1480.161 280 5 -13.123 658.121 3.614 -.23 0 0 281 2 M27 1 -3.236 -1775.975 -6.751 .089 0 0 282 2 -7.351 -183.948 3.571 -.358 -1.795 2085.171 283 3 -14.901 68.386 -4.644 -.034 -1.425 2303.687 284 4 -17.306 369.046 -1.877 -.461 -.739 1583.13 285. 5 -15.85 694.811 4.564 -.603 0 0 286 2 M28 1 -2.015 -2061.817 -8.104 -.065 0 0 287 2 -7.165 -157.993 -3.277 -.133 -2.466 2501.595 288 3 -12.614 120.6 6.915 .046 -1.201 2581.511 289 4 -19.611 361.485 -5.016 -.25 -.76 1675.363 290 5 -20.048 741.28 6.619 -.138 0 0 291 2 M29 1 -.153 �2373.914 -6.824 -.32 0 0 292 2 -5.343 -148.597 3.001 .219 -1.943 2501.485- 293 3 -17.463 101.894 4.917 .224 -.683 2569.583 294 4 -22.154 370:264 7.021 -.325 -1.472 1784.775 295 5 -24.638 754.131 8.705 .153 0 0 296 2 M30 1 -.591 -2080.646 -12.27 .035 0 0 297 2 -.591 V1434 -1819.079 20.775 .035 7.857 5299.201 298 3 -16.306 196.947 16.203 -.061 4.62 3009.8�- 299 4 -26.139 414.905 18.042 -.04 7.77 2107.834 300 5 -30.567 817.246 11.437 -.026 0 0 301 2 M31 1 1 -2259.882 -9.489 .293 0 0 - 302. 2 -17.52 -130.177 -10.648 -.259 .301 2910.286 303 3 -32.025 157.355 .402 .345 -.863 2844.343 - 304 4 -41.816 414.266 -4.77 .338 -.889 1814.69 305 5 -38.778 797.341 6.23 -.309 0 0 306 2 M32 1 4.844 -2443.259 -7.277 .102 0 0 307 2 -16.9 -129.864 1.555 -.125 -2.035 2623.81 308 3 -62.69 94.304 -10.395 .117 2.118 2611.998 309 4 -67.716 380.825 1.015 .024 -1.6 1775.121 310 5 -56.814 761.962 7.152 .134 0 0 311 2 M33 1 15.281 -2250.352 -6.633 -.395 0 0 312 2 -38.452 -218.865 -5.886 -.255 -.871 2145.605 313 3 -95.381 82.443 4.302 .392 -1.9 2351.929 314 4 -126.561 352.855 9:85 -.162 3.338 1664.734 315 5 -96.968 719.167 9.203 .357 0 0 316 2 M34 1 -5.779 1796.39 4.174 -.064 0 0 317 2 -45.342 296.909 .536 .0'9 �6:294'4 -1714.962- 318 :1��11 34-203-1361- 9 90 1:196�4271 8531 04T -2135.216 319 -387.254 -�30659 .231 -12.678 -1550.309 3201 1 1 5 1-277.305 1-632.956 1 -8.298 1 .245 1 0 - 1 0 Envelope Member Section Deflections Stren-gth RISA-31D Version 17.0.2 [W:\..A...\...\...\4.3 CALCULATIONS\Revision 1- 21.5 x 44 8 Panel.r3d] Page 12 13 of 21 Company Ahrens Companies Oct 4. 2019 Designer RD 12:03 PM 111RISAO Job NLYnber 19022 Checked By._ EMEMCHEKCOMPMY Model Name Treasure Coast International Arport Envelope Member Section Deflections Strength (Continued) Member Sec x rinl LC v 110 LC z rinl LC x Rotate Ir... LC In) L/v' Ra... LC In) Uz' Ra- LC 3 2 maxj -.009 1 2 1.8 2 1 .001 2 1'7.18le-03 1 1310.8541 1 NC 1 2 4 min -.009 1 1 -1.636 1 1 .001: 1 -7.89ge-03 2 282.595 2 NC 1 5 3 max -.01 2 2.564 2 .002 2 7.96ge-03 1 221.719 1 NC 2 6 min -.01 1 -2.331 1 .002 1 -8-766e-03 2 201.563 2 NC 1 7 4 max -.011 2 1.84 2 .003 2 5.602e-03 1 312.541 1 NC 2 8 min -.011 1 -1.673 1 .003 1 -6.162e-03 2 284.128 2 NC 1 9 5 max -.011 2 .039 2 .005 2 1.39le-03 2 NC 2 NC 2- 10 min -.011 1 -.035 1 .005 1 -1.265e-03 I NC 1 NC 1 11 M2 1 max -.01 2 .071 2 0 2 4.022e-03 2 NC 2 NC 2 12 min -.01 1 -.065 1 0 1 -3.656e-03 1 NC 1 NC 1 13 2 max -.011 2 1.638 1 -.001 2 7.935e.03 2 310.237 1 NC 2 14 min -.011 1 -1.802 2 -.001 1 -7.214e-03 1 282.033 2 NC 1 15 3 max -.012 2 2.342 1 -.002 2 8.673e-03 2 221.219 1 NC 2 16 min -.012 1 -2.576 2 -.002 1 -7.885e-03 1 201.108 2 NC 1 17 4 max -.013 2 1.691 1 -.004 2 6.028e-03 2 311.781 1 NC 2 18 min -.013 1 -1.86 2 -.004 1 -5.48e-03 1 283.437 2 NC 1 19 5 max -.013 2 .057 1 -.004 2 .1.808e-03 1 NC 1 2 NC 2 20 min -.013 1 -.062 2 -.004 1 -1.989e-03 2 NC 1 NC 1 21 M3 1 max 0 2 .062 2 -.008 2 1.594e-02 2 NC 2 NC 2 22 min 0 1 -.056 1 -.008 1 -1.45e-02 1 NC I NC 1 23 2 max 0 2 .202 1 -.01 2 1.743e.02 2 990.839 1 NC 2 24 min 0 1 -.222 2 -.01 1 -1.585e-02 1 900.763 2 NC 1 25 3 max 0 2 .341 1 -.012 2 1.887&02 2 642.638 1 NC 2 26 min 0 1 -.375 2 -.012 1 -1.716e-02 1 584.216 2 NC 1 27 4 max 0 2 .19 1 -.01 2 1.796e-02 2 1020.9 1 NC 2 28 min 0 1 -.209, 2 -.01 1 -1.633e-02 1 928.091 2 NC 1 29 5 max 0 2 .071 2 -.01 2 1.674e,02 2 N C 2 N C 2 30 min 0 1 -.065 1 -.01 1 -1-522e-02 1 NC I NC 1 31 M4 1 max .005 2 .039 2 .011 2 1.405e-02 1 NC 2 NC 2 32 min .005 1 -.035 1 .011 1 -1-546e-02 2 NC I NC 1 33 2 max .005 2 .008 2 .013 2 1.748e,02 1 7785A25 1 NC 2 34 min .005 1 -.008 1 .013 1 -1.923e-02 2 7077.659 2 NC 1 35 3 max .005 2 .052 2 .013 2 1.847e-02 1 NC 2 NC 2 36 1 min . 05 1 -.047 1 .013 1 -2.032e-02 2 NC 1 NC 1 37 4 max .005 2 .003 2 .014 2 1.788e-02 1 5265.672 1 NC 2 38 min .005 1 -.002 1 .014 1 -1 .966e-02 2 4786.975 2 NC 1 39 5 maxl .004 2 .062 2 .013 2 1.433e-02 1 N C 2 NC 2 40 min .004 1 -.057 1 .013 1 -1 .676e-02 2 N C 1 NC 1 41 M5 1 max -.012 2 -.004 2 .882 2 2.327e-03 1 N C 2 N Q 2 42 min -.012 1 -.004 1 -.802 1 -2.559e-03 2 N C 1 N C 1 43 2 max -.012 2 -.004 2 .665 2 1.664e-03 1 N C 2 N C 2 44 min -.012 1 -.004 1 -.605 1 -1.83le-03 2 NC 1 N C 1 45 3 max -.012 2 -.004 2 .446 2 1.002e,03 1 NC 2 N C 1 46 min -.012 1 -.004 1 -.406 1 -1.102e-03 2 N Q 1 9379.48 2: 47 4 max -.012 1 2 -.005 2 .224 2 3.397e-04 1 NC 2 N C 2 48 min -.012 1 -.005 1 -.204 1 1 1-3-736e-04 2 NC 1 N C 1 49 5 max -.012 2 -.005 2 0 2 3.549&04 2 N Q 2 N C 2 50 min -.012 1 -.005 1 0 1 -3.227e-04 1 N C 1 N C 1 51 M6 I max -.014 - 4 2 .912 2 2.223e-03 2 N C 2 NC 2 52 min -.014 1 -004 1 -.829 1 -2.02le-03 1 N C 1 NC 1 53 2 max -.014 2 -.004 2 .688 2 1.533e,03 2 NC 2 N C 2 LL4�.__Jrmn -.014 1 -.004 1 -.625 1 -1.394e-03 1 NC _ 1 RISA-3D Version 17.0.2 [W:\ ... CALCULATIONS\Revision 1- 21.5 x 44 8 Panel.r3d] Page 13 14 of 21 Company Ahrms Companies Oct 4, 2019 111RI Designer RD 12:03 PM Job Number 19022 Checked By- ANEMETSCHEKC MPMY Model Name Treasure Coast International Arport Envelope Member Section Deflections Strength (ContinueW M��F�r R �. � rnl 1 r. � rinl 1 r. , rIn7 1 r' . � PM.t� Tr I r. (n) I N' R. 1 r. (n) I /,' R. I r. 55 3 max -. 0 2- -.004 2 .462 2 8.429e-04 2 N C 2 9150;816 1 56 min -.014 1 -.004 1 -.42 1 -7.662e-04 1 N Q 1 8318,924 2 57 4 max -.014 2 -.004 2 .232 2 1.531e-04 2 N C 2 N C 2 58 min -.014 1 -.004 1 -.211 1 -1.392e-04 1 NC 1 NC 1 59 5 max Tmax-.007 C14 -.014 2 -.005 2 0 2 4.879e-04 1 NC 2 NC 2 60 min -.014 1 -.005 1 0 1 -5-367e-04 2 NC 1 NC 1 61 M7 I 2 .096 2 0 2 41.11le-03 1 NC 2 NC 2 62 min -.007 1 -.087 1 0 1 -4.522e-03 2 NC 1 NC 1 63 2 max -.007 2 .346 2 0 2 4.3e-03 I NC 2 NC 2 64 min -.007 1 -.315 1 0 1 -4.73e-03 2 NC 1 NC 1 65 3 max, -.007 2 .593 2 0 2 4.428e-03 1 .8237.712 1 NG 2 66 min -' 007 1 -.539- 1 0 1 4.87le-03 2 7488.829 2 NC 1 67 4 max -.008 2 .836 2 0 2 4.57le-03 1 NC 2 NC 2 68 min -.008 1 -.76 1 0 1 -5-029e-03 2 NC 1 NC 1 69 5 max -.008 2 1.074 2 0 2 4.695e-03 1 NC 2 NC 2 70 min -.008 1 -.977 1 0 1 -5.164e-03 2 NC I NC 1 71 M8 1 max -.008 2 .099 1 0 2 4.492e-03 2 NC 2 NC 2 72 min -.008 1 -.109 �2 0 1 -4.083e-03 1 NC 1 NC 1 73 2 max -,008 2 .338 1 0 2 4.771 e-03 2 9929,351 1 N C 2 74 min -.008 1 -.372 2 1 0 1 1-4.338e-03 1 19026.683 2 1 NC 1 75 3 max -.009 2 .573 1 0 2 5.014e-03 2 7069.511 1 NC 2 76 min -.009 1 -.63 2 0 1 -4.559e-03 1 6426.828 2 NQ 1 77 4 max -.009 2 .804 1 0 2 5.28le-03 2 9702.835 1 NC 2 78 min -.009 1 -.884 2 0 1 -4.8e-03 1 8820759 2 NC 1 79 5 max -.009 2 1.03 1 0 2 5.553e-03 2 NQ 2 NC 2 80 min -.009 1 -1.133 2 0 1 -5.G48e-03 I NC 1 NC 1 81 M9 1 max -.008 2 .071 2 .006 2 5.73le-03 I NC 2 INC 2 82 min. 008 1 -.065 1 .006 1 -6.304e-03 2 NC 1 NC 1 83 2 max -.007 2 .206 1 .002 2 5.228e-03 1 NC 2 NC 2 84 min -.007 1 -.226 2 .002 1 -5.75le-03 2 NC 1 NC 1 85 3 max -.007 2 .479 1 004 2 4.909&03 1 NC 2 NC 2 86 min -.007 1 -.526 2 .004 1 -5.4e-03 2 NC 1 NC 1 87 4 max -.008 2 .754 1 .005 2 4.652e-03 I NC 2 NC 2 88 min -.008 1 -.829 2 .005 1 .-5.117e-03 2 NC 1 NC 1 89 5 max -.008 2 1.03 1 .005 2 4.435e-03 1 NC 2 NC 2 90 min, -.008 1 -1.133 2 .005 1 4.87ge-03 2 NC 1 NC 1 91 M10 1 maxI -.006 2 .056 1 .004 2 4.618e-03 2 NC 2 NC 2 92 min -.006 1 -.062 2 .004 1 -4.198e-03 1 NC 1 NC 1 93 2 max -.006 2 .221 2 .002 2 4.384e,03 2 NC 2 NC 2- 94 min -.006 1 -.201 1 .002 1 -3.986e-03 1 NC 1 NC 1 95 3 max -.006 2 .505 2 .003 2 4.138e-03 2 NC 2 NC 2 96 min -.006 1 -.459 1 .003 1 -3.762e-03 I NC 1 KNC 1 97 4 max -.006 2 .79 2 .004 2 13.9le-03 2 NC 2 NC 2 98 min -.006 1 -.718 1 .004 1 -3.554e-03 I NC 1 NC 1 99 5 max -.007 2 1.074 2 .005 2 3.707e-03 2 NG 2 NC 2 100 min -.007 1 -.977 1 .005 1 -3.37e-03 1 NC 1 NC I 101 Mil 1 max 0 2 .799 1 -.008 2 1.482e-02 2 NC 2 NC 2 102 min a 1 -.879 2 -.008 1 -1.348e-02 1 NC 1 NC 1 103 2 max 0 2 .959 1 -.008 2 1.672e.02 2 4922.381 1 NC 2 104 min 0 1 -1.055 2 -.008 1 -1-429e-02 1 4474.892 2 NQ 1 105 3 max 0 2 1.103 1 -.01 2 1.622e-02 2 3507.47 1 NC 2 106 n 0 1 -1.213 2 -.01 1 1-11 .475e-02 1 3188.609 2 RISA�31) Version 17.0.2 [W:\ ... \..A..A..A4.3 CALCULATIONS\Revision 1- 21.5 x 44 8 Panel.r3d] Page 14 15 ol'21 Company Ahrens Companies Oct 4, 2019 111RISAJob Designer RD 12:03 PM Number 19022 Checked By_ AWMETSCHEKCOMPMY ModeiName Treasure Coast International Arport Envelope Member Section Deflections Strength (Continueco Member Sec x rinI LC v Finl Lr 7 HnT in. YRntntprr Ir. InIIN-P. If. 1.11/,'P. I r. 107 4 max 0 2 1.227 1 -.011 2 1.667e-02 2 4824.314 1 NC 2 108 min 0 1 -1.349 2 -.011 1 -1.516e-02 1 4385.74 2 NC 1 109 5 max 0 2 1.334 1 -.012 2 1.711e-02 2 NC 2 NC 2 110 min 0 1 -1.467 2 -.012 1 -1.555e-02 I NC 1 NIC 1 ill M12 1 max 0 2 1.513 2 .009 2 1.261e-02 2 NC 2 NC 2 112 min 1 -1.375 1 .009 1 -1.147e-02 1 NC 1 NC 1 113 2 max 0 2 1.741 2 .009 2 1.393e-02 2 2471.918 1 NC 2 114 min 0 1 -1.583 1 .009 1 -1.267e-02 1 2247.198 2 NC 1 115 3 maxI 0 2 1.937 2 .01 2 11.413e-02 2 1705.6671 1 1 NC 2 116 min 0 1 -1.761 1 .01 1 1-1 .284e-02 1 1550.606 2 NC 1 117 4 max .001 2 2.089 2 .011 2 1.446e-02 2 2202.136 1 NC 2 118 min .001 1 -1.899 1 .011 1 -1.314e-02 1 2001.942 2 NC 1 119 5 max .001 2 2.195 2 .012 2 1.438e-02 2 NC 2 NC 2 120 min .001 1 -1.996 1 .012 1 -1 .307e-02 1 NC 1 NC 1 121 W& 1 max .001 2 2.024 2 .009 2 9.512e-03 2 NC 2 NC 2 122 min .001 1 -1.84 1 .009 1 -8.647e-03 I NC 1 N C 1 123 2 max .001 2 2.28 2 .01 2 1.002e-02 2 2064.698 1 N C 2 124 min .001 1 -2.073 1 .01 1 -9.10ge-03 1 1876.998 2 N C 1 125 3 max .001 2 2.5 2 .011 2 1-045e-02 2 1390.531 1 N C 2 126 min .001 1 -2.273 1 .011 1 -9-496e-03 1 1264.12 2 N C 1 127 4 max .001 2 2.666 2 .012 2 1.05e-02 2 1755.975 1 NC 2 128, min .001 1 -2.424 1 .012 1 .-9.545e-03 1 1596.341 2 NC 1 129 5 max .001 2 2.773 2 .012 2 1 1-062e-02 2 NC 2 NC 2 130 min .001 1 -2.521 1 .012 1 1-9.656e-03 I NC 1 NC 1 131 M14 1 max .002 2 1 2.377 2 .01 2 5.775e-03 2 NC 2 NC 2 132 min .002 1 -2.161 1 .01 1 -5.25e-03 1 NC I NQ 1 133 2 max .002 2 2.647 2 .01 2 5.616e-03 2 1906.3 1 NC 2 134 min .002 1 -2.406 1 .01 1 -5.105e-03 1 1733 2 NC 1 135 3 max .002 2 2.879 2 .011 2 5.432e-03 2 1278.336 1 NC 2 136 min .002 1 -2.618 1 .011 1 -4.939e-03 1 1162.123 2 NC 1 1371 4 max, .002 2 3.054 2 .012 2 5.147e-03 2 1579.12 1 NC 2 138 min .002 1 -2.777 1 .012 1 -4.679e-03 1 1435.563 2 NC 1 139 5 max .002 2 3.16 2 .013 2 6.167e-03 2 NC 2 NC 2 140 min .002 1 -2.873 1 .013 1 -5.606"3 1 NC 1 NIC 1 141 M15 1 max .002 2 2.548 2 .01 2 1.676&03 2 NC 2 NC 2 142 min .002 1 -2.317 1 .01 1 -1.524e-03 1 NIC I NC 1 143 2 max .002 2 2.824 2 .011 2 1-574e-03 2 1780.719 1 NC 2 144 min .002 1 -2.568 1 .011 1 -1.43le-03 1 1618.836 2 NC 1 145 3 max .002 2 3.06 2 .012 2 1.388&03 2 1192.481 1 NC 2 146 min .002 1 -2.782 1 .012 1 -1.262e-03 1 1084.074 2 NC 1 1471 4 maxI .002 2 3.235 2 .012 2 1.12le-03 2 1442.841 1 NC 2 min .002 1 -2.941 1 .012 1 -1.019e-03 1 1311.674 2 NC I 149 5 max .002 2 3.333 2 .013 2 1.307e-03 2 NC 2 NC 2 150 min .002 1 -3.03 1 .013 1 -1.188e-03 1 NC 1 NC 1 ]148 151 M16 1 max .003 2 2.529 2 .01 2 2.274&03 1 NC 2 NC 2 152 min .003 1 -2.299 1 .01 1 -2.502e-03 2 NC 1 NC 1 153 2 max 003 2 2.783 2 .011 2 2.016&03 1 2125.801 1 NC 2 154 min .003 1 -2.53 1 .011 1 -2.217e-03 2 1932.546 2 NC 1 155 3 max .003 2 3.002 2 .012 2 2.36e-03 1 1440.927 1 NC 2 156 min .003 1 -2.729 1 .012 1 -2.596e-03 2 1309.933 'C 157 max .003 2 3.169 2 .012 2 2.87e-03 1 11828.841 1 N6 1 2 158 min nn-,; . 1 -2.881 1 1 .012 1 -3.157e-03 2 11662.5821 2 1 NC 1 1 RISA-3D Version 17.0.2 [W:�.A..A..A..A4.3 CALCULATIONS\Revision 1- 21.5 x 44 8 Panel.r3d] Page 15 16 of 21 Company Ahrens Companies as gner RD Job Number 19022 MMMETSCHEKC0MPMY ModefName Treasure Coast International Airport Envelope Member Section Deflections Strength (Continueco Oct 4, 2019 12:03 PM Checked By_ Member sec x rml Lr v rhl I r. , rinl 1 r. � Rnt.t. r, I r. (nl I Iv' P� I r. In � I I,' P� I r. 159 5 maxl .003 1 2 3.279 2 1 .013 2 1 3.357C-03 1 NC 2 NC 2 160 min .003 1 1 -2.981 1 .013 1 -3.693"3 2 NC 1 NC 1 161 M17 I max .003 2 2.321 2 .011 2 5.897&03 1 NC 2 NC 2- 162 min .003 1 -2.11 1 011 1 -6-487e-03 2 NC I NC 1 163 2 max .003 2 2.557 2 .011 2 6.613e.03 1 2133.358 1 NC 2 164 min .003 1 -2.324 1 .011 1 -7.274e-03 2 1939.417 2 NC 1 165 3 max .003 2 2.757 2 .012 2 7.072e-03 1 1449J42 1 NC 2 166 min .003 1 -2.506 1 .012 1 -7.779e-03 2 1317.947 2 NC .1 167 4 max .003 2 2.905 2 .013 2 7.182e-03 1 1835.95 1 NC 2 168 min .003 1 -2.641 1 .013 1 -7.90le-03 2 1669.046 2 NC 1 169 5 max .003 2 2.997 2 .013 2 7.769e-03 1 NC 2 NC 2 170 min .003 1 -2.724 1 :013 1 -8.545e-03 2 NC 1 NC 1 171 M18 1 max .003 2 1.94 2 .011 2 9.108e-03 I NC 2 NC 2 172 min .003 1 -1.764 1 .011 1 -1.002e-02 2 NC 1 NC 1 173 2 max .003 2 2.14 2 .011 2 1.042e-02 1 2394.336 1 NC 2 174 min .003 1 -1.945 1 .011 1 -1,146"2 2 2176.669 2 NC 1 1751 3 max .003 2 2.307 2 .012 2 1-087e-02 1 1649.027 1 NC 2 176 min .003 1 -2.097 1 .012 1 -1.195"2 2 1499.116 2 NC 1 177 4 max .003 2 2.427 2 .013 2 1.144e-02 1 2144.647 1 NC 2 178 min .003 1 -2.207 1 ;013 1 -1.258"2 2 1949.679 2 NC 1 179 5 max .003 2 2.502 2 .013 2 1.1 76e-02 I NC 2 NC 2 180 min .003 1 -2.274 1 .013 1 -1.293e-02 2 NC I NC 1 181 M19 I max .004 2 1.412 2 .011 2 11.168e-02 1 NC 2 NC 2 182 minl .004 1 -1.284 1 .011 1 -1.285e-02 2 NC 1 NC 1 183 2 maxl .004 2 1.566 2 .012 2 F294e,02 1 2745.778 1 NC 2 184 min .004 1 -1.424 1 .012 1 -1.38e-02 2 2496.162 2 NC 1 185 3 max .004 2 1.691 2 .012 2 1.34e-02 1 1912.103 1 NC 2 186 min .004 1 -1.537 1 .012 1 -1 .474e-02 2 1738.275 2 N C 1 187 4 max .004 2 1.774 2 .013 2 1.423e-02 1 2558.486 1 N Q 2 188. min .004 1 -1.613 1 .013 1 -1.565e-02 2 .2325.896 2 N C 1 189 5 max .004 2 1.821 2 .013 2 1.502e-02 1 N C 2 NC 2 190 min .004 1 -1.656 1 .013 1 -1-6536-02 2 NC 1 NC 1 191 M20 1 max .004 2 .774 2 .011 2 1.34e-02 1 NC 2 N C 2 192 min .004 1 -.704 1 .011 1 1-1 .474e-02 2 NC 1 N C 1 193 2 maxi .004 2 .872 2 .012 2 11-599e-02 1 3440.956 1 N C 2 194 min 1 .004 1 -.793 1 .012 1 -1-759e-02 2 3128.142 2 NC 1 195 3 maxl .004 2 .944 2 .012 2 1.664e-02 1 2511.225 1 NC 2 196 min 1 .004 1 -.858 1 .012 1 -1.83e-02 2 2282.932 2 NC 1 197 4 max .004 2 .984 2 .013 2 1.698e-02 1 3516.703 1 NC 2 198 min .004 1 -.895 1 .013 1 -1 .868e-02 2 3197.002 2 NC 1 199 5 max .004 2 1 2 .013 2 1.725e-02 1 NC 2 NC 2 200 min .004 1 -.909 1 .013 1 -1 .898e-02 2 N C 1 N C 1 201 M21 1 max -.012 2 .375 2 0 2 1.22le-04 2 N C 2 NC 2 202 min -.012 1 -.341 1 0 1 -1.11e-04 1 N C 1 N C 1 203 2 max -.012 2 2.521 2 .001 2 3.084&05 1 256.347 1 NC 2 204 min. -.012 1 -2.292 1 :001 1 -3.392e-()5 2 233.043 2 NC 1 205 3 Taxi -.013 2 3.34 2 .002 2 4.486&05 1 182.629 1 NC 2 206 013 1 -3.036 1 .002 1 4.935e-05 2 166.026 2 NC 1 207 4 maxl -.013 2 2 3 093 2 7.506e-05 1 254.866 1 NC 2 2081 1 min 1 -.013 1 7 1 1 :603 1 -8.257e-05 21231.696 2 NC 1 2091 5 Imaxl -.013 2 .052 2 .005 2 09 0 5 2 NC 2 NC 2 .210 1 im iin -. �01 3 1 -.047 1 .0 5 1 196 _�.73:_05 1 NC 1 NC 1 RISA-3D Version 17.0.2 [WA ... \..A..A..A4.3 CALCULATIONS\Revision 1- 21.5 x 44 8 Panel.r3d] Page 16 17 of 21 Company Ahrens Companies Oct 4, 2019 Designer RD 12:03 PM 111RISA Job Number 19022 Checked By_ A�NIETSCHEKDOMMY ModelName Treasure Coast International Airport Envelope Member Section Deflections Strengdj (Continueco Member sec x lint LC v linl LC z linl LC x Rotate rr.. LC (n) L/v' Ra ... LC (n) L/z' Re... LC 211 M24 1 max 0 2 .799 1 -.008 2 11.482e-02 2 1 NC 2 1 NC 2 212 min 0 1 -.879 2 -.008 1 1-1 .348e-02 I NC 1 NC 1 213 2 max 0 2 .959 1 -.008 2 1.572e-02 2 4922.59 1 NC 2 214 min 0 1 -1.055 2 -.008 1 -1 .429e-02 1 4475.082 2 NC 1 215 3 max 0 2 1.103 1 -.01 2 1.622e-02 2 3507.698 1 NC 2 216 min 0 1 -1.213 2 -.01 1 -1 .475e-02 1 3188.816 2 IN C 1 217 4 max 0 2 1.227 1 -.011 2 1.667e-02 2 4824.547 1 IN C 2 218 min 0 1 -1.349 2 -.011 1 -1.516e-02 1 4385.952 2 N C 1 219 5 max. 0 2 1.334. 1 -.012 2 1.71le-02 2 N C 2 IN C 2 220 min 0 1 -1.467 2 -.012 1 -1.555e-02 1 N C I N C 1 221 M25 1 max .004 2 1 2 .013 2 1.725e-02 1 N C 2 N C 2 222 min .004 1 -.909 1 .013 1 -1 .898"2 2 N C I N C 1 223 2 max .004 2 .989 2 .013 2 1.714e-02 1 3552.918 1 N C 2 224 min .004 1 -.899 1 .013 1 -1.885e-02 2 3229.926 2 N C 1 225. 3 max .004 2 .955 2 .014 2 1.7e-02 1 2522.073 1 NC 2 226 min .004 1 -.868 1 .014 1 -1.87e-02 2 2292.794 2 NC 1 227 4 max .004 2 .888 2 .013 2 1.614e-02 1 3493.013 1 NC 2 228 min .004 1 -.807 1 .013 1 -1.775e-02 2 3175.466 2 NC 1 229 5 max .004 2 .796 2 .013 2 1.337e-02 1 NC 2 NC 2 230 min .004 1 -.724 1 .013 1 -1.47le-02 2 NC I NC 1 231 M26 1 max .004 2 1.821 2 .013 2 1.602e-02 1 NC 2 NC 2 232 min .004 1 �1.656 1, .013 1 -1.653e-02 2 NC 1 NC 1 233 2 max .004 2 1.782 2 .013 2 1.421 e-02 1 WOMB 1 NC 2 2341 min .004 1 1 -1.62 1 .013 1 -1 .563e-02 2 2246.244 2 NC 1 235 3 max .004 2 1.704 2 .013 2 1.337e-02 1 .1843.11 1 NC 2 236 min .004 1 -1.549 1 .013 1 -1.47le-02 2 1675.554 2 NC 1 237 4 max .004 2 1.583 2 .013 2 1.252e-02 1 2648.3 1 NC 2 238 min .004 1 -1.44 1 .013 1 -1 .377e-02 2 2407.546 2 NC, 1 239 5 max .004 2 1.433 2 .013 2 1.165e.02 1 N C 2 NC 2 240 min .004 1 -1.302 1 .013 1 -1.282e-02 2 N Q 1 NC 1 241 M27 I max, .003 2 2.502 2 .013 2 1.176e-02 1 N C 2 NC 2 242 min .003 1 -2.274 1 .013 1 -1.293e-02 2 N C 1 NC 1 243. 2 max .003 2 2.432 2 .013 2 1-135e-02 1 2143.268 1 NC 2 244 min b03 1 -2.211 1 .013 1 -1 .249e-02 2 1948.426 2 NC 1 245 3 max .003 2 2.317 2 .013 2 1-085e-02 1 1647.833 1 NC 2 246 min .003 1 -2.106 1 .013 1 -1.193e-02 2 1498.03 2 NC 1 247 4 max .003 2 2.154 2 .013 2 1.04le-02 1 2392.309 1 NC 2 248 min .003 1 -1.958 1 .013 1 -1.145e-02 2 2174.826 2 NC 1 249 5 max .003 2 1.959 2 .013 2 9.072"3 1 N C 2 NQ 2 250 min .003 1 -1.781 1 .013 1 -9.98e-03 2 N C 1 NC 1 251 M28 1 max .003 2 2.997 2 .013 2 7.769e-03 1 NC 2 N C 2 252 min .003 1 -2.724 1 .013 1 -8.545e-03 2 NC 1 N C 1 253 2 max .003 2 2.91 2 .013 2 7.39e-03 1 1835.249 1 N C 2 254. min. .003 1 -2.645 1 .013 1 .-8.129"3 2 1668.408 2 N C 1 255 3 max .003 2 2.766, 2 .013 2 7.232e-03 1 1449.037 1 NC 2 256 min .003 1 -2.514 1 :013 1 -7.955e-03 2 1317.306 2 NC 1 257 4 max .003 2 2.57 2 .013 2 6.677e-03 1 2132.051 1 N C 2 258 min .003 1 -2.336 1 .013 1 -7.346e-03 2 1938.2 8 NC 1 259 5: max .003 2 2.339 2 .013 2 5.861 e-03 1 N C 2 NC 2 260 min .003 1 -2,126 1 .013 1 -6-436e-03 2 N C 1 NC 1 261 M29 1 max .003 2 3.279 2 .013 2 3.357e-03 1 N C 2 NC 2 LZ(Q� min .003 1 -2.981 _ 1 .0 13 _J_l -3.693e-03 2 NC _ 1L NC_ I RISA-3D Version 17.0.2 [WA..A..A..A..A4.3 CALCULATIONS\Revision 1- 21.5 x 44 8 Panel.r3d] Page 17 18 of 21 Company Ahrens Companies Oct 4, 2019 Designer RD 12:03 I'M 111RISA* Job Number 19022 Checked By_ A�METSCHEKCOMPMY ModeiName Treasure Coast International Arport Envelope Member Section Deflections Strength (Confinueo Member Sec x rinl LC v llnl LC z linl LC x Rotate rr.. LC (n) LIV Ra ... LC in) L/z'Ra... LC 263 2 max .003 2 3.172 2 1 .013 2 12.871 e-03 1 11828.88 1 1 NC 2 264 min .003 1 , -2.884 1 .018 1 1-3.158e-03 2 1662.618 2 NC 1 265 3 max .003 2 3.01 2 .013 2 1 2.365e-03 1 1440.964 1 Nc 2 266 min .003 1 -2.736 1 .013 1 -2.602e-03 2 1309.968 2 NC 1 267 4 max .003 2 2.794 2 .013 2 1 2.012e-03 1 2125.873 1 NC 2 268 min .003 1 -2.54 1 .013 1 -2.214e-03 2 1932.611 2 NC 1 269 5 max .003 2 2.544 2 .012 2 2.217e-03 1 NC 2 NC 2 270 min .003 1 -2.312 1 .012 1 -2-438e�03 2 NC I NC 1 1 271 M30 1 max .002 2 3.333 2 .013 2 1.307e-03 2 NC 2 NC 2 272 min .002 1 -3.03 1 .013 1 -1.188e-03 I NC 1 NC 1 273 2 max .002 2 3.238 2 .013 2 1.1 36e-03 2 1442.017 1 NC 2 274 min. .002 1 -2.944 1 .013 1 -1.033e-03 1 1310.925 2 NC 1 275 3 maxl .002 2 3.065 2 .013 2 1.419e-03 2 1191.557 1 NC 2 276 min .002 1 -2.787 1 .013 . 1 -1.29e-03 1 1083.234 2 N�5 1 2771 4 max .002 2 2.833 2 .012 2 1.621 e-03 2 1778.751 1 NC 2 278 min .002 1 -2.575 1 .012 1 -1.474e-03 1 1617.046 2 NC 1 279 5 max .002 2 2.56 2 .012 2 1.75e-03 2 NC 2 NC 2 280 min .002 1 -2.327 1 .012 1 -1.59le-03 1 NC 1 NC 1 281 M31 1 max .002 2 3.16 2 .013 2 6.167e-03 2 NQ 2 NC 2 282 min .002 1 -2.873 1 .013 1 -5.606e-03 1 NC 1 NC 1 283 2 max. .002 2 3.056 2 .013 2 5.167e-03 2 1578.908 1 NC 2 284 min 1 .002 1 -2.778 1 .013 1 .4.697e-03 1 1435.371 2 N�� 1 285 3 maxl .002 2 2.883 2 .012 2 1 5.472e-03 2 1278.106 1 NC 2 286 min .002 1 -2.621 1 .012 1 -4.974e-03 1 1161.915 2 NC 1 287 4 max .002 2 2.653 2 .012 2 5.675e-03 2 1905.818 1 NC 2 288 min .002 1 -2.412 1 .012 1 -5-1.5ge-03 1 1732.562 2 NC 1 289 5 max .002 2 2.385 2 .012 2 5.865e-03 2 NC 2 NC 2 290 min .002 1 -2.168 1 .012 1 -5.323e-03 1 NC I NC 1 291 M32 1 max .001 2 2.773 2 .012 2 1-062e-02 2 NC 2 NC 2 292 min .001 1 -2.521 1 .012 1 -9.656e-03 1 NC 1 NC 1 293 2 max .001 2 2.667 2 .012 2 1-052e-02 2 1754.65 1 NC 2 294 min .001 1 -2.425 1 .012 1 -9.562e-03 1 1595.136 2 NC 1 295 3 max .001 2 2.503 2 .012 2 1-049e-02 2 1389.279 1 NC 2 296 min .001 1 -2.275 1 :012 1 -9.634e-03 1 1262.981 2 NC 1 297 4 max .001 2 2.283 2 .012 2 1-008e-02 2 2062.308 1 NC 2 298. min .001 1 -2.075 1 .012 1 -9.167e-03 1 1874.826 2 NC 1 299 5 max .002 2 2.028 2 .011 2 9-599e-03 2 NG 2 NC 2 300 min .002 1 -l.W 1 .011 1 -8.726e-03 1 NC 1 NC 1 301 M33 1 max .001 2 2.195 2 .012 2 1.438e-02 2 NC 2 NC 2 302 min 1 .001 1 -1.996 1 .012 1 -1 .307e-02 1 NC 1 NQ 1 303 2 max .001 2 2.092 2 .012 2 1.442e-02 2 304 min .001 1 -1.901 1 .012 1 -1 -31 le-02 1 1931.435 2 NC 1 305 3 max .001 2 1.941 2 ;011 2 1.416e-02 2 1640.948 1 NC 2 306 min .001 1 -1.764 1 .011 1 -1 .287e-02 1 1491.771 2 IN C 1 3071 4 max .001 2 1.743 2 .011 2 1.404&02 2 2375.786 1 IN C 2 308 min .001 . 1 -1.585 1 .011 1 -1 .276e-02 1 2159.806 2 N C 1 309 5 max .001 2 1.513 2 .011 2 1.27le-02 2 N C 2 N C 2 310 min .001 1 -1.375 1 .01-1--1 - .155e-02 I NC 1 NC 1 311 M34 1 max 0 2 1.334 f -.012 2 1.71le-02 2 NC 2 NC 2 312 min 0 1 -1.467 2 -.012 1 -1-5556-02 1 NC 1 NC 1 313 2 max 0 2 1.25 1 -.012 2 1.684e-02 2 2508.863 1 NC 2 314 min 0 1 , -1.375 _ =2 -.012 =1-l-Sle-02, 1 2280.785L2L NC , =1 RISA-31) Version 17.0.2 [W:\...\...\...\...\4.3CALCULAT.IONS\Revisionl-2l.5x44 8Panel.r3d] Page 18 19 of2l Company Ahrens Compades Oct 4, 2019 111RISA Designer RD 12:03 PM Job Num bar 19022 Checked By_ ANWETSCHEKC0MPMY Model Name Treasure Coast International Airport Envelope Member Section Deflections Strength (Continued) Member Sec x rinT LC y rinl LC z rinl LC x Rotate rr... LC (n) L/v' Ra ... LC (n) Uz' Re... LC 315 3 max 0 2 1.135 1 -' 01 2 1.66e-02 2 1831.365 1 NC 2 316 min 0 1 -1.248 2 -.01 1 -1.509e-02 1 1664.878 2 NC 1 317 4 max 0 2 .979 1 -.009 2 1.6le-02 2 2613.635 1 NC 2 318 min 0 1 -1.077 2 -.009 1 -1.463e-02 1 2376.032 2 NC 1 319 5 max .001 2 .795 1 -.01 2 1.492e,02 2 NIC 2 NC 2 320 min .001 1 -.874 2 -.01 1 -1.356e-02 1 N C 1 NC 1 Member AISC 14th(360-10): ASD Steel Code Checks LC Member Shape UC Max Locrffl Shear UC LocFftl Dir Pnc/orn L.Pntlorn rlbl Mnw1onn ... Mnzz/onn... Cb Eon 1 1 M 1 W12X35 .364 20.273 .065 39.646 y 299147.9.. 08383.2..28692.615 12T744.5... 1- H1-1b 2 1 M 2 W12X35 .365 20.273 .079 43.25 c 299147.9. 308383.2..28692.615 127744.5..1:002 H1-1b 3 1 M3 C12X20.7 .337 10.75 .065 1.12 V 163285:1 ... 182035.9 ... 6B72.962 63872.255 1.12 H1-1b 4 1 M4 M21 C12X20.7 .199 18.141 .087 1.344 169181.96 182035.9 ... 6B72.962 63872.255 1.184 H 1-j-b 5 1 M5 HSS3.5X3.5.. .025 1.958 .071 0 z 631.95661700.699 6335.329 6335.329 1319 H1-1b 6 1 M6 HSS3.5X3.5.. .028 1.958 .069 0 z 631.95661700.599 6335.329 6335.329 1.312 F11-1b 7 1 M W12X40 .417 22.076 .078 43.25 344851.2..350299.4..41916.168 142215.5 ... 1 H1-1b 8 2 M1 W12X35 .400 20.273 .072 39.646 V 299147.9..308383.2..28692.615 127744.5 ... 1.002 H1-1b 9 2 M2 W12X35 .401 20.2731 .087 143.25 299147.9..3083 .2..28692.615 127744.5 ... 1 H1-1b 10 2 M 3 C12X20.7 .371 10.751 .071 1 1.12 _y 163285.1. 182035.9 ... 6872.962 0872.2551 1 H1-1b 11 2 M4 C12X20.7 .219 18.141 1 11.344 _y_ N 872..255 1 H1-1b 12 2 M5 HSS3:5XI-5--- - .028 1.958 :60,99 8 0 _y_169181.96182035.9...6872. Z 56631.956 R 700.599 6335.529 �6335 329 1 319 H1-1b 13 2 M 6 HSS3.5XY6.. .031 1.9581 .076 1 0 z 56631.95661700.599 6335.32916335.32911.312 H1-1b 14 2 M21 W12X40 .459 22.0761 .086 143.25 _y_34486l.2..p5O299.4..41916lrAIIA"lg 9 14 QQ� HI-1h Member AISIS100-16:ASD Cold Fortned Steel Code Checks LC Member Shape UC Max Locfffl ShearUC Loc[ftl Dirpvomp.. Tn/0mlL..Mnvv/0 .. Mnzz/O.. Vnv/ ... Vnz/... Cb Eon 1 1 M7 8CS2.5xG59 .123 2.604 .066 0 y 10497.9424610.7 ... 926.432 3467.318 2434 ... 4440..1.1571 H1.2-1 2 1 M8 8CS2.5X059 .129 2.656 .089 5 10497.9424610.7 ... 926.432 3470.4772434 ... 4440...1.131 H1.2-1 3 1 M9 6CS2-5x059 .086 .636 .034 0 8684.524 21077.8 ... 1931.032 3301.73 .3318 ... 4440...1.375 H1.1-1 4 1 M10 6CS2.5xO59 .055 .547 ;023 0 BM6894.52 21077.8..1931.032 3301.73 .3318 ... 4440..2.008 H1.1-1 5 1 M11 10CS3.5X1.. .088 10-078 .078 10.75 31516.0.. 287.4..2870.67112878.7....1094 ... 1147... 1 F3.1 -1 6 1 M12 10CS3.5XI.. .249 9.63 .189 10.75 . 21041.1.. 287.4..2723.87812878.7....1094..1147... 1 F3.1 -1 7 1 M13 10CS3.5xl.. .342 9.07 .204 10.75 1910 8.73 56287.4..28 70.67112878.7....10 94 ... 1147... 1 F3.1 -1 8 1 M14 10CS3.5kl.. .386 8.51 .191 10.75 V 19034.2... 287.4..2870.67112878.7..1094..1147... 1 F3.1 �1 9 1 M15 10CS3.5Xl.. .404 8.063 .173 10.75 19034.2. 56287.4..2 70.67112878.7...1094 ... 1147... 1 F3.1 -1 10 1 M16 10CS3.5xl.. .320 9.182 .201 10.75 V 1923 0.9i. 5628 7.4..2870.67112 878.7...1094 ... 11 47..� 1 F3.1 -1 11 1 M17 10CS3.5XI.. .312 8.846 .173 10.75 V 19034.2..56287.4..2870.67112878.7...1094 ... 1147..[ 1 F3.1 A 12 1 M18 10CS3.5x1.. .236 9.182 .150 10.75 v 19277.5 56287.4..2870.67112878.7..1094 ... 1147 ... 1 F3.1 _1 13 1 M19 10CS3.5X1.. .164 9.07 .104 10.75 ... 1 F3.1 -1 14 1 M20 10CS3.5Xl.. .113 5.711 .057 0 _y_19134.1.,56287.4..2870.67112878.7..1094...1147 19 03 4.2.. 5628 7.4..25 83.983 12877.8..1094. � 1147 ... 1 H1.1-2 15 1 M24 10CS3.5Xl.. .097 5.151 .077 10-078 19034.2..56287.4..2680.032 10688.4..1094..1147 ... 1.136 H1.1-2 16 1 M25 10CS3.5X1.. .133 7.279 .052 10.75 y 18821.9..56287.4..2583.98310585.5..1094..1147 ... 1.108 H1.1-2 17 1 M26 10CS3.6Xl.. .181 4.703 .106 0 V 118821.9..56287.4..2583.98310654.3...1094...1147 ... 1.127 H1.1-2 18 1 M27 10CS3.6Xl.. .236 1.568 .149 ll Y42�!] ! 56287.4..2870.67112878.7..1094..1147 ... 1.253 F3.1 -1 19 1 :M28 10CS3.5Xl.. .312 1.904 .1 7�- -,0- 56287.4..2870.67112878.7..1094...1147 ... 1.467 F3.1 -1 20 1 M29 10CS3.5X1... .320 1.568 .201 y 18821.9..56287.4..2870.67112878.7..1094.. 147..1.412 F3.1 -1 21 1 M30 IOCS3.5xl.. .426 2.688 .173 0 18821.9..56287.4 ... 2671.34 11375.631612 47 H1.1-2 22 1 M31 10CS3.5Xl... .386 2.24 .191 0 18821.9..56287.4..2870.67112878 1 . 1147�fll��621� F3.1-1 23 1 M32 10CS3.6x1... .343 1.68 .204 0 18821.9..56287.4..2870.6711287&7..LlO94..Lll47..[1.489 F3.1 -1 RISA-31D Version 17.0.2 CALCULATIONS\Revision 1- 21.5 x 44 8 Panel.r3d] Page 19 20 of 21 Company Ahrens Companies Oct 4, 2019 Designer RD 12:03 PM 111RISA Job Number 19022 Checked By_ WE�CHEKC0XTPMY Model Name Treasure Coast International Airport MemberAISIS100-16:ASD Cold Formed Steel Code Checks (Continueco LC Member ShaDe UC Max Locrfti Shear UC Loclffl Dir PnIOmFl ... TnIOm ll...Mnvv/0 .. Mnzz/O ... Vnv/ ... VnzI... Cb Ean 24 1 M33 10CS3.5xl.. .253 1.12 .192 0 y 18821.9 ... 56287.4..2723.878 12878.7..1094..Il 47 ... 1.142 F3.1 -1 25 1 M34 10CS3.5xI.. .184 5.039 .150 0 V 18821.9..56287.4..,2671.34 10662.7...1094..1147 ... 1A29 1-11.1-2 26 2 M7 8CS2.5xO59 .130 2.604 .073 0 V 10497.9 24610.7...926.432 3479.9962434 ... 4440 ... 1.157 1-11.2-1 27 2 M8 8CS2.5xO59 .137 2.656 .098 5 10497.9 24610.7...926.432 3483.0242434 ... 4440 ... 1.131 1-11.2-1 28 2 M9 6CS2.5xO59 .088 .636 .037 0 8684.52 21077.8...1931.032 3301.73 3318 ... 4440 ... 1.376 1-11.1-1 29 2 M10 6CS2-5x059 .056 .547 .025 0 V 8684.52421077.8..1931.032 3301.73 3318 ... 4440..2.008 1-11.1-1 30 2 M11 IOCS3.5xl.. .096 10-078 .086 10.75 V 31516.0.. 287.4.. 2870.67112878.7.. 1094..1147 ... F3.1 -1 31 2 M12 IOCS3.5xl.. .274 9.63 .208 10.75 V 210411.. 287.4..2723,87812878.7..1094..1147 ... F3.1 -1 32 2 M13 10CS3.5x1- .377 9.07 .225 10.75 v 19 108.73 56287.4..2870.67112 87 8.7...1094 ... 1147 ... F3.1 -1 33 2 M14 10CS3.5xl.. .424 U1 .211 10.75 y 19034.2..56287.4..2870.671.12878.7..1094 ... 1147..1. 1 F3.1 -1 34 2 M15 10CS3.5xl.. .457 8:063 .191 10.75 V 3213 7.2..5,628 7.4.. 2870.42 7 1166 7.4..10 94..1147 ... 1-11.2-1 35 2 M16 IOCS3.5xl.. .353 9.182 .222 10.75 y 9 19230.9.. 287.4..2870.6711287&7..1094.,Al47 ... F3.1 -1 36 .2 M17 10CS3.5x1.. .343 8,846 .190 10.75 19 19034.2.. 287.4..2870.6711287&7..1094...1147... F3.1 -1 37 2 M18 10CS3.5xl.. .260 9.182 .165 10.75 _y v 19277.5 M 56287.4..2870.67112878.7..1094...1147... F3.1 -1 38 2 M19 10CS3.5xl.. .181 9.07 .115 10.75 y 19134.1... 287.4..2870.67112878.7..1094 ... 1147... F3.1 -1 39 2 M20 10CS3.5xl.. .137 5.711 .063 0 19034.2..56287.4..2683.983 8 11657.96 1094 ... 1147... 1-11.1-2 40 2 M24 10CS3.5XI.. .107 5.151 .085 10.078 19034.2..56287.4..2680.03210688.4..1094..1147...1.136 H1.1-2 41 2 M25 .10CS3.5xl.. .147 7.279. .057 10.75 y 18821.9..56287.4..2583.98310585.5 ... 1094..1147...1.108 H1.1-2 42 2 M26 10CS3.5xl.. .199 4.703 .117 0 V 18821.9..56287.4..2583.98310654.3..1094..1147...1.127 1-11.1-2 43 2 M27 10CS3.5xl.. .259 1.568 .164 0 18821.9..56287.4..2870.67112878.7..1094..1147...1.253 F3.1 -1 44 2 M28 10CS3.5xl.. .343 1.904 .189 0 _y V 18821.9..56287.4..2870�67112878.7..1094 ... 1147...1.467 F3.1 -1 45 2 M29 IOCS3.5xl.. .352 1.568 .221 0 V 1882 t9..56287.4..2870.671 12878.7..1094 ... 1147...1.412 F3.1 -1 46 2 M30 10GS3.5xI.. .469 2.688 .191 0 y 18821.9..56287.4...2671.34 11376.621094....1147...1.394 1-11.1-2 47 2 M31 10CS3.5xl.. .424 2.24 .211 0 y 18821.9..56287.4..2870.67112878.7 ... 1094....1147...l..614 F3.1-1 48 2 M32 10CS3.5xl.. .377 1.68 .22 y,18821.9.. 287.4..2870.67112878.7..109N4...1147...1.489 F3.1-1 1 49 12 U33 10CS3.5x1 27 8 1 1 2 2 1 y 18821.9..I��287.4..2723.87812878.7..�O(9m4..1147...1.142 F3.1 -1 1 50 12 1 M34 10CS3.5xI +2 2 0 5.63 9 H 16 1 y 118821.9.�M287.4..[2671.34110662.7.[109,�� .�1202... 1 147..[1.129jH1.1-2 RISA-3D Version 17.0.2 CALCULATIONS\Revision 121.5 x 44 8 Panel.r3d] Page 20 21 of 21 S-1 CoverPage S-2 Specifications S-3 Open Position S-4 Closed Position S-5 Panel S-6 Rol S-7 Top Track S-8 Panel View S-9 Details I S-10 Details 2 S-11 Details 3 R PAMFI F1 nATIMr, MZRnl IP Pni I ING HANGAR t Florida-34946 �p 00 0 0 Ul ;.I woo U_ ,IMM", Well Bill industries USA, LLC. NAME pAVkD 7s"', Address: 3001 SW 67th Ave D�N�= Project :Treasure Coast Ocala, FL 34474 Phone,- 1352) 528-5566 Project No:19022 N 4354P,��Ye�.___ Client Appro �al Sign: - -R:Dso�zo Locationfl. Pierce, FL WELLBIL J. F,.Id.n Customer Treasure Coast HANGAR DOORS 11 PROPMHARY AND CONRDENTIAL pv", M.Macdonold 'E W�FWAMN COMAINED IN MIS 'rifle DRAWINGUTHESOUMPEMOMM. ANYR ROD ON'M PAWTORASA �of _p W W'DUEN PEWMION wFNE 'PMNIMED LostSo,ed: 9117=19 DWG. NO. S- SPECIFICATIONS: STRUCTURAL PANELS Door Panel Sections Are Welded Or Bolted In Connection. Depending On Manufactuer System Win Require Grade 5 1/2"-13xl 314!' Bolts And Nuts For Assembly. Assembly Clips For Connections Panels Wffl Be Straight And Square In AR Directions To Within I /9'Cn 20'As A Standard. (ASTM A9921- Structural Sides And Girls (ASTM A5D) Grade C)- Hollow Structural Section (HSS) (ASTM A572 Grade 50)- Bracing and Levering Angles (ASTM A653 GR55)- Ught Gouge Cold Form CEEs Panels Are Comprised Of Hot -rolled Framing Sections And light Guage Cold Form CEE Girts. Colorls as per signed sales order PIck-up Ban On Ponels Allow Them To Interconnect As The Lead Panel Begins Forward Or Reverse Motion. RAIL AND IDLE WHEELS (16) 012"MPACA09 Machined Sold Steel Casters With Timken Tapered Roller Bearings. (2) Idle Casters Per Panel. Centers; Include Dust Seats And Grease Fittings. Caster Housings Are Made From Plate Steel Bottom Casters To Be Designed For Removal And Maintenance Without Removing The Panel. 30re/yrd ASCE Rail With Levelng Angle Provided As A Bottom Track For 8 Panel Floating System. TOP TRACK AND TOP GUIDES Designed for V Upward and 6" Downward Deflection For Building Header Over Door. (16) Total WEI Telescoping Top Guide Assemblies. 12) Top Guides Per Panel. Top Track Bumpers by WBI W6X9 Top Track Provided by WEI For 8 Panel Rooting System. Carrier Beann and 'Tee Criips� Provided And Installed By Others. Soffit And Trim Provided And Installed By Others. WEATHERSEAL All WeartherSeal And Sheeting Installed By Others. 6'xI18F EPDM Vertical WeatherSecl I27xl/T EFEM Vertical WeatherSeal 4"xl/S'EPDM Bottom WeatherSeal 18"xl/16" EPDM Top WeatherSeal 118"RunsOf 10FRetainerStrips 3'Top Brush Sweep With Brush Holder XBotens, Brush Sweep With Brush Holder At 12 1/2H ELECTRICAL DETAILS Manual Open/Close, 480 V 3 prime. Conductor Bar Included All Detail, ffichard T. Smd N E - N - IN 4354 'WELLBIL STATE OF HANGAR DO :ORI.. Top Track And Bottom EPDM WeatherSeal By WBI. "Well Bill Industries USA, Ll-�. Address: 30DI SW 67th Ave Ocala, FIL 34474 Phone: (352) 528-5566 Client Approval Sign: PROPRIETARY AND CONFIDENTIAL ME WFORvATION CONTAINED IN MIS MWWNG 2 ME SOLE PROPERTY OF WITIL ANY REPROCLC11ON IN PAK OR AS A WHOLEMMOUT ME WRITTEN PER)AInION! OF VVITI IS PROHIBITED. THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY THE FLORIDA BUILDING CODE TBC) 2D17 6th Edition DESIGN CRITERIA Ultimate Wind Speed: 160 MPH (ASCE 7-10) Exposure Category: "C' Building Category:'Enclosecr Risk Category:'Ir' Ultimate Wind Pressures: -50 PSF / -55 PSF (Zone 4) NOTE: Ultimate Wind Pressures Are Been Multiferied by 0.6 for Allowable Stress Design. per ASCE 7-10. Section 2.4. DRAWNxm"As Project Treassure Coast CDC... Project No:19022 LocationSt. Pierce, FL R. Dsouz. ol: J. Fielden Customer:Tmosure Coast P,,A,, AS. Macdonald RE/151014 DATE Title: Specifications Last Saved: 9/17IM19 DING. NO. S- 2 of I I �op guide by WEI �cr By WBI. EPDM Weather WBI I OPEN POSITION ------------------ ------------------- .... ... Interior I 1,WELLBILT HANGAR DOORS Well Bilt Industries USA, U.C. Addiess;3X)l SW 67th Ave AAWNR.M-, Ocala, FL 34474 Phone: (352) 528-5566 Client Approval Sign: R. Dsouca J. Heiden PROPWRARY AND CONFIDENTIAL le.; M. Mcco.rld ME NFORMAflONI COMAINED IN MES DRAWING IS THE SOLE PROPERTY OF WBI. APP�ALD�E: ANY REPRODUCTION IN PAU OR AS A WHOLEMMOUT ME WRITTEN PERMISSION OFW81ISFROKB11ED. -.0 S.v.d: 9/17/2019 Project Treasure Coast Project No: 19022 Location:Ft. Pierce, FIL Customer Treasure Coast Title: DWG. NO. S- 3 W I CLOSED POSTITION 1�3' MIN Exterior M ------ .......................... Interior PANEL I PANEL 2 PANEL 3 PANEI-4 PANEL 5 PANEI-6 PANEL7 PANEI-8 Instal Tractor Puts on Lead Panels. See S-12 for Details -Weli'Bilit Industries USA, - U-C. - Acl&WW31500 SW67ffiAve Project -.Treasure Coast Ocala, ILL 34474 Phone: 1352) 528-5566 Project No:19022 Clant Approval Sign: eiG ATPR� R. D�oum Location :Ft. Pierce, FIL I FIEEI-d-en 16--C- Ext&WWW 9"WACOast PROPMETARY AND CONFIDENUAL PAA� M.Macdomld Isee building dravrings, for further details) DRAWN"NESOLEPROPERIYOFIVIII. Title ANY REPRODUCIPON IN PAWOR AS A A�N DATE z WHOI�OUTTHEWRITTENPEWWON OF WBI 0 MHIBM. Lost!i�ed� 9/17/M]9 DWG. NO. S-4aflI IrEMNO. IQTY.1 DESCRIPTION LENGTH 1 1 2 1 Cl2,Q0.7 20'-37/8- 2 1 W12X40 47-4 1 /4' 3 20 lOx3.5xl 2 Gauge Coo M 7/16" 4 2 W.N16 Go 2,! Cee 3'-11 3/16' 5 2 5 S75 TS3 m 4' 6 42'-11 1/8' 7 2 1 6)Q.5xl 6 Gauae Cee 4V 1 /Z' Telescoping top guide tubes not shown Structural Steel only is shown. Bracing Gussets and Mounting Pads are not shown. Exterior Wall panels provided by others up Richard T. SO PENIX 1,510 Lee Rd 211' 'I" AL 368774 Well Bill Industries USA. U.C. 42'-11 -L" 8 38'_I 1 34'-1 1 4 30'-1 1 -L" 4 26*-1 27-11 1 4 M-1 1 1 4 !P I G1 V1 G2 G2 IIVI �3'_Z' 3 G3 G3 G3 G3 G3 G3 S2 G3 G3 G3 G3 G3 G3 G3 G3 G3 1-4 V2 E!j 01 T-1 b 0 2 7 D T 1,o Ajd�ess' 3WI SW Vith K�e D��NR.D, Project:Treasure Coast 0 .... Ocala.FL34474 - Project No: -Phone: (352) 528-5566 19022 N 4SS41. �W--Crent Appro�al Sign I:Wouza Locatlon:H. Pierce, FL 14;"w I I . : 0: - - - /315". STATE OF .:ZU- MFG.APPWPS5k1eW 'WELLBILT J.Fielden Customer:Treasure Coast HANGAR DOORS PROPRIETARYA DCONFIDENRAL PRw.- M.Macdoncld ME INFORWRONTIONTAINED IN THIS APPROVALDATE: DRAWNG IS ME SOLE PROPERTY OF WBIL Title: ANY REPRODUCTION IN PAU OR AS A W J.R =ff E!..". FW0LrnONT THEDWRMEN PEWISSON . I 16 PRONIsin WstSoed: 9/T7MI9 DWG. NO. S 5 of I I S7 rFEM NO. Cry. DESCRIPTION LEN , 1 46 1-2x2xO�25 I 2 4 30 LBS/ YARD ASCE RAIL 1 182' NOTE: This Rail Spacing Considers a 10" Door with 1 1/2" Deep Lh--r Pan 4'-W BTO. PartNo DESCRIPTION Rol VeW/QTY. 3 HDWHN08 Nut, Hex Finish 1/2-13 GR 5 Zinc 172 4 HDWT810 112-13 Threaded Rod. Plain. 10" Long 86 HDWSA08 Washer, Flat SAE 0.57 GR 5 Zir 7. 7 K 2 Concrete Contractor To Ensure Finish Floor Flush With Tracks And Level Throughout Opening. WBI Is Not Responsible For The Design Of Concrete Foundation. Note: Footing Extends Beyond Stavin Detail. See Foundation Plan For More Detail. Richard T. Smith PEIJW �4 510 Lee Rd 281 Salem AL. 36874 'rovided See Foundation Plan For More Detail ITE��140. I 24TY. DESCRIP97ION LENGTH W6 182' Carrier Beams. Carder Beam Clips and Soffit Proided Sv 011,ms� E7018 Or Eq. >- Top Track Weight: 7740 LBS Note: Top Track Supplied in 20'Seefions To be Buff end Field welded @SpEw Connection E7018 or Eqv. Weld to End Post/ Support Post Pichard I Smd W6X9 Top Track By WBI; installed By Others -- — E7018 Or Eq. 3/16FF \ PE14W �— i 510 Lee Rd 281 Salem AL, 368 -WARRif Indi tiri� I IqA I I 3' LEI LWAII rl� �M 1 1 2 2-2L' kP BETWEEN PANELS System Deflection Toleran &n Upward Deflection 6" Downward Deflection Richard T. Smith Top Track brush by 6" x 2.5"CEE by WBI— Telescoping top guide by WeRBIR IndusdHes USA, LLC Address: 3GO1 SW 67th Mne Ocala, FIL 34474 Phone: (352) 528,5566 i I � Client Appro�al Sign: - �511 WELLBILT PROPMETARYANDCONFIDINTIa PiEINFO�TIONOONIMNEDNPiM DMW1NGlSPiEScLEPROPEMOFWU REVIEWED ANYRRRODUCTIONINPAFTORMA .,,.JWHO�OLTMEWRnTENFBeM51ON OF WBI 2 PMH]BffED. DETAIL CK SCALE 1 :8 d Bottom EPDMwe.therseal by WBI. Secured between panel and sheeting with tek sciews DETAIL CL SCALE 1 :8 .E Project :Treasure Coast Project No:19022 - - R. Dsouzo Locaflon :Ft. Pierce, FL .1.. A 11 �"stdfd Custorner:Treasure Coast M.M..donoW "P�DAM Title L�t �.d: 9/171WI9 DWG. NO. S- 8 of I I CORNER ASSEMBLY CUPS GirIfTY01call 7Vftft ft% C,ftrlll Amrr bly DETAIL I DETAH.2 RECEIVER TUBE MOUNT To GO Recell�er 11 ffichard T. Sind DETAIL 3 RIDE HEIGHT B tt M VIA EMO, I Ds and casters shown use 11T Grade 5 BON,, SAE washers and Lock washers FL06R PIN AND CASTER WHEELS Off h-� Floor Pin DETAIL 4 STILE AND GIRT GAP DETAILS DETAIL 510 Lee Rd 281 DETAIL 7 DETAIL 8 iSalem AL, 36874 Wel - Bilt Incluside s USA, U-C. TOP TRACK BUMPERS E701 8 Or Eq. NOTE: After panels cre,erected, Maneuver panels to open position.From this position, weld in place the bumpers to 'p Guide the top track at the point of contact with the outside top Bum ers guides. VERTICAL WEATHER SEAL >1 k re Scj 1U _R�tan.r W2 Carrier Beam TOP TRACK STOPS Carrier Beam Typiiccl *to track Typical top track Stops ostops E 018 Or 3116" Eq. DETAIL 12 Richard T, Smith DETAIL 10 TOP WEATHER SEAL Top weather seal (I 8'xl 116' BOTTOM EPDM, WEATHER SEAL Weatherseal s.-Un'd between shooting nd p.n.1 Shee with tek screws DETAIL 13 WedHt Industries USA. ULL DETAIL 11 Bottom of TRACTOR PULL (2) Eyeball pulls per drive panel Eyeballs boll into Stiles on the interior side of the panel Dill and top 3/4!'Hole for Eyebolt, Located 3-0" from bottom of stile in center of stile flange. NOW T. PE14W � Track 6'N2.5" CEE PANEL SIDE PROFILE DETAIL 16 3�lii4 DETAIL 17 '11, Well Bill Industries USA, U-C. ",0' PFk D r 8 41, Address: 3001 SW 67th A�e' , Project Jreasure Coast v Ocala, Fl. 34474 Phone: 1352) 528-5566 Project No:l 9022 N 43 WELLBIL Location:Ft. Pierce, FL .1! J. Fielden Customer -.Treasure Coast 1% HANGAR DO PROPRIETARY AND CONFIDENTIAL M. Macdonald THE INFORMATION CONTAINED IN THIS DRAWNG 0 THE Sale PROPERTY OF WBI. APP�AL CAM: Title : Detali 3 ANY REPRODUCTION IN PAU OR AS A A..�.AM- - R —RN--' 0 THE WRITTEN PEWMION - OF Win 0 PROHIBITED. tastSwed: 9/17/2019 DWG. NO. S- I I of I I DR!Z1.0�E!.."