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B06-0196 Structural Column Repair Submittal #15 04/09/10
Departnierit of ('l wntinity Development 75 South Frontage Road D eve lop Mel) _ �� .;� it I 24 TRANSMITTAL FORIV16( Revision Submittals: 1. "Field Set' of approved plans MUST ac-con•,pary No further inspections will be performed are approved & the pen ;s re--jssLi_: 3. Fees for reviewing revisions are $55.00 per hour f 2 hour illiniroun and are due up-oll >1 i Permit #(s) information a pp lies to: Attention: Revisions Response to Correction Letter attached copy of correction letter O Deferred Submittal Other i Project Stree Pdress: Description List of Changes: (Number) (Street) U Ulte #) Ite # 0 Building/Complex Name: 07 Contact I f n o ti *7 Company: Cnmn.qnv ai A I �" Plumbing: $ Electrical: $ Mechanical: [E CE Z, E 9 0 V [E APR 09 2010 OWN OF VAIL 0i Jar, - i 01 Date Received: F r� to ( , (/- t 4 (0 APR 0 9 2010 TOWN OF VAiL STRUCTURAL CALCULATIONS FOR COLUMN FIXES (PACKAGE IA - 7/S9.01) FOUR SEASONS HOTELS and RESORTS Vail, Colorado for HILL GLAZIER ARCHITECTS 925 Alma Street Palo Alto, CA 94301 by NISHKIAN MENNING 1200 Folsom Street San Francisco, CA 941 NM Job No. 7083 March 31, 2010 JOB "1 JU NO !O NISMAN MENNINGER SHEET NO. OF CONSULTING AND STRUCTURAL ENGINEERS �p� ( 1200 Folsom Street, San Francisco, CA 94103 CALCULATED BY { V'� DATE_ 0 f V Tel: (415) 541 -9477 Fax: (415) 543 -5071 CHECKED BY DATE TC) v� oaf -T -fib fiK t9--0a0--- ^-T TD ry Lk Ct 9 0A , Lo — 7 ��� wr k&o 10 in �n E E a CU CU A C: c: co E cq V 0 a I-- CW) CV) C) r. Lc)—j ro m� • W W n +d 5:n CU CU cu .. .. ....... .. 9 IS Vr 'Egg EiR 8-6 F-• 0 C) LO Cf) ;i .0 i 4 ll�' I I <: "' " cu C,j CC) (Y) E E L m r? m Ri (1) Ri u CD CU CU C) c: [1 0 c 4- E IL L z L Lf) c :5 - Co 1 lo) ry oo� ry U -0 a) • m co mcu CD CD L-0 (Y CY V) CC) 00 CD CD .... .... . a II II C CO E . 1Z 0 `,D CD CD 'a co XX 0 IL I IX . o ce) CD co Of O ;4 ' G Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name: 5th_Right_Post.adm FLOOR -PRO 2009 180.40 PUNCHING SHEAR STRESS CHECK RESULTS %TJ COLUMN SECTION Y � %X r,X I nisi (_nmWnefinn- _Q#mnn#hlnnml I n2d rinhA Column 39 1 Interior I rr 1 - 148.964 1 - 33.286 1 0.202 1 0.024 1 0.225 1 0.214 1.05 email: Support@Adaptsoft.com website: http: //www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 1 k k -ft ksi ksi ksi ksi Column 1 Corner rr - 34.663 19.714 0.108 0.059 0.167 0.212 0.79 Column 1 Comer as -34.663 45.828 0.108 0.038 0.146 0.212 0.69 Column 2 Corner rr - 49.888 48.369 0.155 0.025 0.180 0.212 0.85 Column 2 Corner ss - 49.888 47.627 0.155 0.026 0.181 0.212 0.85 Column 5 Comer rr - 53.028 - 35.949 0.165 0.005 0.169 0.212 0.80 Column 5 Comer ss - 53.028 40.848 0.165 0.013 0.177 0.212 0.84 Column 9 Ede rr - 56.677 - 48.172 0.106 0.044 0.150 0.212 0.71 Column 9 End ss - 56.677 25.919 0.106 0.001 0.107 0.212 0.51 Column 10 Comer rr - 10.219 10.373 0.032 0.024 0.056 0.212 0.26 Column 10 Comer ss - 10.219 6.326 0.032 0.000 0.032 0.212 0.15 Column 12 Interior rr - 62.129 1.286 0.084 0.001 0.085 0.214 0.40 Column 12 Interior ss -02.129 - 61.720 0.084 0.045 0.129 0.214 0.61 Column 13 Interior rr - 76.289 -7.101 0.103 0.005 0.108 1 0.214 0.51 Column 13 Interior ss - 76.289 - 31.519 0.103 0.023 0.126 0.214 0.59 Column 14 Comer rr - 16.029 -1.677 0.050 0.013 0.063 0.212 0.30 Column 14 Comer as - 16.029 -6.922 0.050 0.004 0.054 0.212 0.25 Column 17 Interior rr - 137.653 1 67.773 0.186 0.050 0.236 0.214 1.10 Column 17 Interior ss - 137.653 1 - 46.322 0.186 0.033 0.219 0.214 1.03 Column 18 Interior rr - 65.872 - 72.515 0.089 0.053 0.142 0.214 0.67 Column 18 Interior as - 65.872 - 31.442 0.089 0.022 0.111 0.214 0.52 Column 21 Comer rr - 13.472 -1.011 0.042 0.010. 0.052 0.212 0.25 Column 21 Comer as - 13.472 -0.655 0.042 0.012 0.054 0.212 0.25 Column 22 End rr - 55.391 47.757 0.104 0.023 0.126 0.212 0.60 Column 22 Ede as - 55.391 52.898 0.104 0.048 0.152 0.212 0.72 Column 24 Interior rr - 141.423 17.986 0.191 0.013 0.205 0.214 0.96 Column 24 Interior ss - 141.423 73.280 0.191 0.052 0.243 0.214 1.14 Column 25 Interior rr - 136.161 5.533 0.184 0.004 0.188 0.214 0.88 Column 25 Interior ss - 136.161 71.201 0.184 0.051 0.235 0.214 1.10 Column 26 End rr - 55.742 - 39.859 0.104 0.014 0.118 0.212 0.56 Column 26 Ede ss - 55.742 42.070 0.104 0.038 0.143 0.212 0.67 Column 30 End rr - 62.684 56.409 0.117 0.028 0.145 0.212 0.69 Column 30 Ede as - 62.684 - 37.655 0.117 0.034 0.152 0.212 0.72 Column 31 Interior rr - 144.717 - 15.682 0.196 0.011 0.207 0.214 0.97 Column 31 Interior I as - 144.717 - 44.748 0.196 0.032 0.228 0.214 1.07 Column 36 Ede rr - 36.671 -1.936 0.069 0.002 0.070 0.212 0.33 Column 36 End ss - 36.671 1 51.827 0.069 0.036 0.105 0.212 0.50 Column 38 Ede rr 1 - 56.265 1 - 35.754 0.105 0.033 0.138 0.212 0.65 Column 38 End ss 1 - 56.265 1 42.656 0.105 1 0.017 0.122 0.212 1 0.58 Column 39 1 Interior I rr 1 - 148.964 1 - 33.286 1 0.202 1 0.024 1 0.225 1 0.214 1.05 email: Support@Adaptsoft.com website: http: //www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 1 1 Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name; 5th_Right_Post.adm FLOOR -PRO 2009 Column 39 Interior ss - 148.964 14.804 0.202 0.011 0.212 0.214 0.99 Column 40 Interior rr - 101.756 - 101.046 0.138 0.072 0.209 0.214 0.98 Column 40 interior ss - 101.756 - 19.222 0.138 0.014 0.152 0.214 0.71 Column 44 Ede rr - 68.873 2.811 0.129 0.003 0.131 0.212 0.62 Column 44 End ss - 68.873 50.923 0.129 0.019 0.148 0.212 0.70 Column 45 Interior rr - 148.804 1.553 0.201 0.001 0.202 0.214 0.95 Column 45 1 Interior as - 148.804 1 - 30.460 0.201 0.022 0.224 1 0.214 1.05 Column 46 Interior rr - 115.993 1 8.770 0.157 0.006 0.163 0.214 0.76 Column 46 Interior ss - 115.993 49.020 0.157 0.036 0.193 0.214 0.90 Column 47 Interior rr - 110.406 -2.720 0.149 0.002 0.151 0.214 0.71 Column 47 Interior ss - 110.406 - 72.343 0.149 0.053 0.202 0.214 0.95 Column 48 Ede rr - 42.718 -3.271 0.080 0.003 0.083 0.212 0.39 Column 48 End as - 42.718 -0.031 0.080 0.022 0.102 0.212 0.48 Column 55 1 End rr - 53.653 - 111.880 0.100 0.092 0.192 1 0.212 0.91 Column 55 Ede ss 1 - 53.653 - 32.919 0.100 0.030 0.130 0.212 0.62 Column 56 End rr - 39.767 - 28.830 0.074 0.010 0.085 0.212 0.40 Column 56 Ede as - 39.767 41.060 0.074 0.038 0.112 0.212 0.53 Column 62 Interior rr - 143.274 32.332 0.194 0.023 0.217 0.214 1.01 Column 62 Interior ss - 143.274 - 99.482 0.194 0.073 0.267 0.214 1.25 Column 63 End rr - 65.085 17.642 0.136 0.055 0.191 0.212 0.90 Column 63 1 Ede ss - 65.085 1 - 52.991 0.136 0.055 0.191 0.212 1 0.90 Column 66 End rr - 45.886 1 - 17.361 0.086 0.005 0.091 0.212 0.43 Column 66 Edge as - 45.886 35.176 0.086 0.032 0.118 0.212 0.56 Column 68 End rr - 68.475 - 73.415 0.128 0.043 0.171 0.212 0.81 Column 68 Edge ss - 68.475 - 1.6.924 0.128 0.015 0.144 0.212 0.68 Column 70 End rr - 70.718 - 73.344 0.132 0.042 0.174 0.212 0.82 Column 70 Ede ss - 70.718 5.885 0.132 0.005 0.138 1 0.212 0.65 Column 71 Comer rr - 30.163 15.018 0.094 0.052 0.146 0.212 0.69 Column 71 Comer as - 30.163 1 - 41.685 0.094 0.033 0.127 0.212 0.60 Column 76 Interior rr - 79.203 34.556 0.107 0.025 0.132 0.214 0.62 Column 76 Interior ss - 79.203 65.609 0.107 0.047 0.154 0.214 0.72 Column 78 Interior rr - 121.060 21.608 0.164 0.016 0.180 0.214 0.84 Column 78 Interior ss - 121.060 - 24.071 0.164 0.017 0.181 0.214 0.85 Column 80 Interior rr - 118.028 - 40.499 0.139 0.022 0.161 1 0.214 0.75 Column 80 Interior as - 118.028 - 34.074 0.139 0.018 0.157 0.214 0.74 Column 82 Interior rr - 165.373 1 - 60.191 0.195 0.033 0.227 0.214 1.06 Column 82 Interior as - 165.373 49.495 0.195 0.027 0.222 0.214 1.04 Column 84 Interior rr - 166.402 1 -8.309 0.210 0.005 0.215 0.214 1.01 Column 84 Interior ss - 166.402 3.284 0.210 0.002 0.212 0.214 0.99 Column 88 Interior rr - 170.294 - 11.383 0.230 0.008 0.239 0.214 1.12 Column 88 Interior ss - 170.294 16.095 0.230 0.011 0.242 0.214 1.13 Column 94 Interior rr - 139.951 - 176.247 0.189 0.129 0.318 0.214 1.49 Column 94 Interior as - 139.951 96.930 0.189 0.069 0.258 0.214 1.21 Column 95 Interior rr - 175.246 - 123.350 0.237 0.090 0.327 0.214 1.53 Column 95 Interior as - 175.246 - 81.928 0.237 0.058 0.295 0.214 1.38 Column 96 1 Interior rr - 54.307 1 - 26.083 0.086 0.026 0.112 1 0.214 0.52 Column 96 Interior ss - 54.307 -2.464 0.086 0.002 0.089 0.214 0.42 Column 100 Interior rr - 69.594 - 28.936 0.094 0.021 0.115 0.214 0.54 Column 100 Interior as - 69.594 32.842 0.094 0.024 0.118 0.214 0.55 Column 102 Interior rr - 111.470 - 66.034 0.151 0.047 0.198 0.214 0.93 Column 102 Interior ss - 111.470 - 36.456 0.151 0.027 0.178 0.214 0.83 Column 107 Interior rr - 113.423 -8.409 0.089 0.003 0.092 0.214 0.43 Column 107 Interior as - 113.423 1 30.268 0.089 0.010 0.099 0.214 0.46 Column 109 Interior rr - 144.886 50.222 0.114 0.017 0.130 0.214 0.61 Column 109 Interior ss - 144.886 51.132 0.114 0.017 0.131 0.214 0.61 Column 111 End rr -5.600 0.000 0.012 0.000 0.012 0.212 0.06 Column 111 Ede ss -5.600 0.000 0.012 0.000 0.012 0.212 0.06 Column 114 End rr - 12.696 19.436 0.026 1 0.014 0.041 0.212 0.19 Column 114 Ede ss - 12.696 8.515 0.026 0.009 0.035 0.212 0.17 Column 116 End rr - 17.477 49.145 0.036 0.044 0.080 0.212 0.38 Column 116 Ede ss - 17.477 - 15.088 0.036 0.016 0.052 0.212 0.25 Column 122 End rr - 31.604 32.379 0.059 0.018 0.077 0.212 0.37 email: Support@,4daptsoft.com website: http: /Iwww.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Calffomia, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 2 Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name: 5th Post.adm FLOOR -PRO 2009 Column 122 Ede ss - 31.604 - 16.853 0.059 0.015 0.075 0.212 0.35 Column 123 End rr 49.256 72.746 0.092 0.052 0.144 0.212 0.68 Column 123 Ede ss - 49.256 18.460 0.092 0.017 0.109 0.212 0.51 Column 124 End rr 47.066 75.777 0.088 0.057 0.145 0.212 0.68 Column 124 Ede ss - 47.066 - 26.576 0.088 0.024 0.112 0.212 0.53 Column 125 End rr 43.339 81.139 01081 0.064 0.145 0.212 0.69 Column 125 1 Ede ss - 43.339 1 43.194 0.081 0.039 0.121 1 0.212 0.57 Column 132 Interior rr - 225.282 10.779 0.095 0.002 0.096 0.214 0.45 Column 132 Interior ss - 225.282 47.429 0.095 0.007 0.102 0.214 0.48 Column 133 Interior rr - 302.325 15.608 0.127 0.003 0.129 0.214 0.61 Column 133 Interior ss - 302.325 - 19.942 0.127 0.003 0.130 0.214 0.61 Column 134 Interior rr -0.933 0.000 0.001 0.000 0.001 0.214 0.01 Column 134 Interior I ss -0.933 0.000 1 0.001 0.000 1 0.001 0.214 0.01 Column 135 Interior rr -0.933 0.000 0.001 0.000 0.001 0.214 0.01 Column 135 Interior ss -0.933 0.000 0.001 0.000 0.001 1 0.214 0.01 I nerd r`n hinnfinn-.Qfm n}h /rloa`i 2nd I ivnl Column 39 Interior rr k k -ft ksi ksi ksi ksi 1.21 Column 1 Comer rr - 35.713 20.897 0.111 0.062 0.172 0.212 0.81 Column 1 Comer ss - 35.713 47.907 0.111 0.040 0.151 0.212 0.71 Column 2 Comer rr - 52.959 53.078 0.164 0.029 0.194 0.212 0.91 Column 2 Comer ss - 52.959 52.325 0.164 0.031 0.195 0.212 0.92 Column 5 1 Comer rr - 56.056 1 - 41.051 0.174 0.009 1 0.183 0.212 0.86 Column 5 Comer ss - 56.056 45:679 0.174 0.017 0.191 0.212 0.90 Column 9 Ede rr - 60.692 - 50.955 0.114 0.047 0.160 0.212 0.76 Column 9 End ss - 60.692 30.967 0.114 0.002 0.116 0.212 0.54 Column 10 Comer rr - 10.749 9.988 0.033 0.024 0.057 0.212 0.27 Column 10 Comer ss - 10.749 7.832 0.033 0.002 0.035 0.212 0.17 Column 12 Interior rr - 66.180 2.117 0.090 0.002 0.091 1 0.214 0.43 Column 12 Interior ss - 66.180 1 - 66.736 0.090 0.049 0.138 0.214 0.65 Column 13 Interior rr - 81.566 -7.443 0.110 0.005 0.116 0.214 0.54 Column 13. Interior ss - 81.566 - 34.248 0.110 0.025 0.135 0.214 0.63 Column 14 Comer rr - 17.249 -3.081 0.054 0.012 0.065 0.212 0.31 Column 14 Comer ss - 17.249 -8.362 0.054 0.003 0.057 0.212 0.27 Column 17 Interior rr - 161.198 85.432 0.218 0.063 0.281 0.214 1.31 Column 17 Interior ss - 161.198 - 30.671 0.218 0.022 0.240 1 0.214 1.12 Column 18 1 Interior rr - 76.997 1 - 86.995 0.104 0.064 0.168 0.214 0.79 Column 18 Interior ss - 76.997 - 30.706 0.104 0.022 0.126 0.214 0.59 Column 21 Comer rr - 14.385 -1.614 0.045 0.010 0.055 0.212 0.26 Column 21 Comer ss - 14.385 -1.600 0.045. 0.011 0.056 0.212 0.26 Column 22 End rr - 58.300 51.142 0.109 0.025 0.134 0.212 0.63 Column 22 Ede ss - 58.300 56.550 0.109 0.052 0.161 0.212 0.76 Column 24 Interior rr - 172.108 53.879 0.233 0.039 0.272 0.214 1.27 Column 24 Interior ss - 172.108 83.934 0.233 0.060 0.292 0.214 1.37 Column 25 Interior rr - 158.367 - 25.160 0.214 0.018 0.233 0.214 1.09 Column 25 Interior ss - 158.367 77.267 0.214 0.055 0.269 0.214 1.26 Column 26 End rr - 58.781 - 42.743 0.110 0.015 0.125 0.212 0.59 Column 26 Ede ss - 58.781 45.084 0.110 0.041 0.151 0.212 0.71 Column 30 End rr - 66.784 62.651 0.125 0.033 0.158 0.212 0.74 Column 30 Ede ss - 66.784 - 40.651 0.125 0.037 0.162 0.212 0.76 Column 31 1 Interior rr - 163.641 -7.697 0.221 0.006 0.227 0.214 1.06 Column 31 Interior ss - 163.641 - 56.187 0.221 0.040 0.261 0.214 1.22 Column 36 Ede rr - 38.577 -2.383 0.072 0.002 0.074 0.212 0.35 Column 36 End ss - 38.577 55.633 0.072 0.040 0.112 0.212 0.53 Column 38 Ede rr - 59.777 - 38.428 0.112 0.035 0.147 1 0.212 0.69 Column 38 End ss - 59.777 47.472 0.112 0.020 0.132 1 0.212 0.62 Column 39 Interior rr - 169.138 - 41.379 0.229 0.029 0.258 0.214 1.21 Column 39 Interior ss - 169.138 1 34.925 0.229 0.026 1 0.254 0.214 1.19 Column 40 Interior rr - 118.947 1 - 112.397 0.161 0.080 1 0.241 0.214 1.13 Column 40 Interior ss - 118.947 1 - 40.852 0.161 0.030 1 0.191 0.214 0.89 email: Support@Adaptsoft.com website: http: / /www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 3 Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name: 5th_Right_Post.adm FLOOR -PRO 2009 Column 44 Ede « - 73.034 4.799 0.137 0.004 0.141 0.212 0.67 Column 44 End ss - 73.034 57.242 0.137 0.024 0.160 0.212 0.76 Column 45 Interior « - 164.019 4.534 0.222 0.003 0.225 0.214 1.05 Column 45 Interior ss - 164.019 - 26.902 0.222 0.020 0.242 0.214 1.13 Column 46 Interior « - 144.539 15.670 0.196 0.011 0.207 0.214 0.97 Column 46 Interior ss - 144.539 42.094 0.196 0.031 0.226 0.214 1.06 Column 47 Interior « - 118.311 1 0.610 0.160 0.000 0.161 1 0.214 0.75 Column 47 Interior ss - 118.311 - 76.205 0.160 0.056 0.216 0.214 1.01 Column 48 Ede « - 44.832 -2.118 0.084 0.002 0.086 0.212 0.40 Column 48 End ss - 44.832 -1.698 0.084 0.021 0.105 0.212 0.49 Column 55 End « - 81.035 - 153.058 0.152 0.122 0.273 0.212 1.29 Column 55 Ede ss - 81.035 - 49.748 0.152 0.045 0.197 0212 0.93 Column 56 End « - 60.888 - 65.560 0.114 0.039 0.153 0.212 0.72 Column 56 Ede ss - 60.888 1 69.053 0.114 0.063 1 0.177 0.212 0.83 Column 62 Interior « - 175.984 23.140 0.238 0.016 0.255 0.214 1.19 Column 62 Interior ss - 175.984 - 119.625 0.238 0.088 0.326 0.214 1.52 Column 63 End « - 76.863 7.241 0.160 0.050 0.210 0.212 0.99 Column 63 Ede ss - 76.863 - 68.447 0.160 0.071 0.231 0.212 1.09 Column 66 End « - 45.848 - 19.019 0.086 0.003 0.089 0.212 0.42 Column 66 Ede ss - 45.848 38.545 0.086 0.035 0.121 0.212 0.57 Column 68 End « - 70.716 - 75.939 0.132 0.045 0.177 0.212 0.83 Column 68 Ede ss - 70.716 - 17.200 0.132 0.016 0.148 0.212 0.70 Column 70 End « - 73.506 - 76.950 0.138 0.044 0.182 0.212 0.86 Column 70 Ede ss - 73.506 6.932 0.138 0.006 0.144 0.212 0.68 Column 71 Comer « - 32.024 14.061 0.099 0.053 0.152 0.212 0.72 Column 71 Comer ss - 32.024 1 - 46.816 0.099 0.039 1 0.138 0.212 0.65 Column 76 Interior « - 123.241 53.929 0.167 0.040 0.206 0.214 0.97 Column 76 Interior ss - 123.241 112.891 0.167 0.080 0.247 0.214 1.16 Column 78 Interior « - 190.263 41.799 0.257 0.031 0.288 0.214 1.35 Column 78 Interior ss - 190.263 - 36.269 0.257 0.026 0.283 0.214 1.33 Column 80 Interior « - 172.629 - 47.831 0.203 0.026 0.229 0.214 1.07 Column 80 Interior ss - 172.629 - 17.417 0.203 0.009 0.213 0.214 1.00 Column 82 Interior rr 1 - 204.444 1 - 125.997 0.241 0.068 0.309 0.214 1.45 Column 82 1 Interior ss 1 - 204.444 1 49.359 0.241 0.027 0.268 0.214 1.25 Column 84 Interior rr - 203.781 - 59.425 0.257 0.037 0.294 0.214 1.38 Column 84 1 Interior ss 1 - 203.781 1 4.518 0.257 0.003 0.259 0.214 1.21 Column 88 Interior « - 206.825 - 56.931 0.280 0.042 0.322 0.214 1.50 Column 88 Interior ss - 206.825 16.542 0.280 0.012 0.292 0.214 1.36 Column 94 Interior « - 203.462 - 257.600 0.275 0.189 0.464 0.214 2.17 Column 94 Interior ss - 203.462 148.840 0.275 0.106 0.381 0.214 1.78 Column 95 Interior « - 254.642 - 175.215 0.345 0.128 0.473 0.214 2.21 Column 95 Interior ss - 254.642 - 128.638 0.345 0.091 0.436 0.214 2.04 Column 96 1 Interior « - 85.736 1 - 38.548 0.136 0.038 0.174 0.214 0.81 Column 96 Interior ss - 85.736 -9.995 0.136 0.010 0.146 0.214 0.68 Column 100 Interior « - 106.974 - 43.327 0.145 0.031 0.175 0.214 0.82 Column 100 Interior ss - 106.974 54.321 0.145 0.040 0.185 0.214 0.86 Column 102 Interior rr - 165.566 - 100.035 0.224 0.071 0.295 0.214 1.38 Column 102 Interior ss - 165.566 - 54.253 0.224 0.040 0.264 0.214 1.23 Column 107 Interior rr - 171.294 7.572 0.135 0.003 0.137 1 0.214 0.64 Column 107 Interior ss - 171.294 1 57.512 0.135 0.019 0.154 0.214 0.72 Column 109 Interior rr - 221.703 87.135 0.174 0.029 0.203 0.214 0.95 Column 109 Interior ss - 221.703 78.978 0.174 0.026 0.200 0.214 0.94 Column 111 End rr -4.600 0.000 0.010 0.000 0.010 0.212 0.05 Column 111 Ede ss -4.800 0.000 0.010 0.000 0.010 0.212 0.05 Column 114 End rr - 19.821 35.817 0.041 0.028 0.070 0.212 0.33 Column 116 End « - 17.381 1 90.528 0.036 0.089 0.125 0.212 0.59 Column 116 Ede ss - 17.381 - 31.183 0.036 0.032 0.069 0.212 1 0.32 0 Column 122 Ede ss - 46.100 - 30.210 0.086 0.028 0.114 0.212 0.54 Column 123 End I « - 76.867 137.717 1 0.144 1 0.107 0.251 0.212 1.18 Column 123 Ede ss - 76.867 30.331 0.144 0.028 0.172 0.212 1 0.81 r email: Support@Adaptsoft.com website: httpJ/www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 4 Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name: 5th_Right_Post.adm FLOOR -PRO 2009 Column 124 End rr - 71.022 149.326 0.133 0.123 0.256 0.212 1.21 Column 124 Edge ss - 71.022 - 43.311 0.133 0.040 0.172 0.212 0.81 Column 125 End rr - 79.855 170.303 0.149 0.141 0.290 0.212 1.37 Column 125 Ede ss - 79.855 93.508 0.149 0.085 0.235 0.212 1.11 Column 132 Interior rr - 313.947 16.153 0.132 0.003 0.134 0.214 0.63 Column 132 Interior ss - 313.947 70.893 0.132 0.011 0.143 0.214 0.67 Column 133 1 Interior rr - 428.848 1 21.978 0.180 0.004 1 0.184 0.214 0.86 Column 133 Interior as - 428.848 - 29.958 0.180 0.005 0.185 0.214 0.86 Column 134 Interior rr -0.800 0.000 0.001 0.000 0.001 0.214 0.00 Column 134 Interior ss -0.800 0.000 0.001 0.000 0.001 0.214 0.00 Column 135 Interior rr -0.800 0.000 0.001 0.000 0.001 0.214 0.00 Column 135 Interior ss -0.800 0.000 0.001 0.000 0.001 0.214 0.00 Legend: CONDITION..... (a)= Program does not check for this column. No result! /0 email: Support@,4daptsoft.com website: http: //www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 5 4 C Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name: 5th_Right_Post.adm 202 - Point Support Reactions ServicefTntal I_ nmll 39 Point Support 39 -0.000 -0.000 36.770 0.183 - 20.087 0.000 40 Point Support 40 k k k k -ft k -ft k -ft 1 3 Point Support rte Po' t Support 3 of -0.000 0.000 0.000 -0.000 137.424 42.849 0.527 0.000 0.843 -0.000 - 0.016 0.000 5 Point Support 5 -0.000 0.000 47.334 10.370 - 23.477 -0.068 6 Point Support 6 -0.000 -0.000 -0.000 10.370 - 23.477 -0.068 7 Point Support 7 0.000 0.000 0.000 -0.306 - 17.909 -0.021 8 Point Support 8 -0.000 0.000 51.709 18.457 7.997 -0.072 9 Point Support 9 -0.000 -0.000 0.000 18.457 7.997 -0.072 10 Point Support 10 0.000 -0.000 9.076 2.886 -3.925 0.433 11 Point Support 11 0.000 -0.000 0.000 0.218 -2.733 0.008 12 Point Support 12 -0.000 0.000 54.339 -2.693 23.177 -0.016 13 1 Point Support 13 0.000 -0.000 11.551 8.470 -8.018 -0.002 14 Point Support 14 -0.000 -0.000 -0.000 -2.693 23.177 -0.016 15 Point Support 15 0.000 0.000 57.664 - 24.018 - 13.066 -0.071 16 Point Support 16 0.000 -0.000 71.753 - 13.471 -3.496 0.069 17 Point Support 17 -0.000 -0.000 16.205 -3.579 -2.720 0.005 18 Point Support 18 -0.000 0.000 0.000 - 24.018 - 13.066 -0.071 19 Point Support 19 0.000 0.000 0.000 - 13.471 -3.496 0.069 20 Point Support 20 -0.000 0.000 132.789 - 23.699 - 29.792 -0.061 21 Point Support 21 -0.000 -0.000 60.532 -2.465 34.288 -0.634 22 Point Support 22 -0.000 0.000 0.000 - 23.699 - 29.792 -0.061 23 Point Support 23 -0.000 -0.000 -0.000 - 2.465 34.288 -0.634 24 Point Support 24 0.000 0.000 14.194 1.008 0.565 0.002 25 Point Support 25 0.000 -0.000 52.111 28.406 -3.954 -0.006 26 Point Support 26 -0.000 -0.000 -0.000 28.406 -3.954 -0.006 27 Point Support 27 0.000 -0.000 138.933 39.861 -2.227 -0.021 28 Point Support 28 -0.000 0.000 129.540 25.851 18.806 -0.079 29 Point Support 29 0.000 0.000 52.896 8.901 21.414 -0.362 30 Point Support 30 0.000 -0.000 -0.000 8.901 21.414 -0.362 31 Point Support 31 -0.000 0.000 -0.000 39.861 -2.227 -0.021 32 Point Support 32 0.000. 0.000 -0.000 25.851 18.806 -0.079 33 Point Support 33 -0.000 -0.000 58.801 -4.542 - 26.163 -0.000 34 Point Support 34 0.000 -0.000 136.424 - 18.622 - 11.493 0.009 35 Point Support 35 0.000 0.000 33.097 1 - 12.384 -7.213 -1.435 36 Point Support 36 0.000 0.000 0.000 -4.542 - 26.163 -0.000 37 Point Support 37 -0.000 -0.000 0.000 - 18.622 - 11.493 0.009 38 Point Support 38 -0.000 0.000 -0.000 - 13.732 A 3.222 - 15.941 39 Point Support 39 -0.000 -0.000 36.770 0.183 - 20.087 0.000 40 Point Support 40 0.000 0.000 0.000 0.183 - 20.087 0.000 41 Point Support 41 0.000 0.000 53.300 15.638 - 14.903 -0.005 42 Point Support 42 0.000 0.000 138.910 15.138 - 15.080 -0.000 43 Point Support 43 -0.000 0.000 100.569 46.740 11.889 -0.057 44 1 Point Support 44 0.000 0.000 0.000 15.638 1 - 14.903 -0.005 FLOOR -PRO 2009 email: Suppod@Adaptsoft.com website: http: /twww.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 1 Project Name: General name Specific Data: Specific name r Date of execution: March 10, 2010 File Name: 5th_Right_Pbst.adm FLOOR -PRO 2009 45 Point Support 45 -0.000 -0.000 0.000 15.138 - 15.080 -0.000 46 Point Support 46 0.000 -0.000 -0.000 46.740 11.889 -0.057 47 Point Support 47 -0.000 0.000 63.812 -1.493 - 18.317 -0.042 48 Point Support 48 0.000 -0.000 136.138 -1.568 9.135 -0.033 49 Point Support 49 -0.000 -0.000 115.136 -6.483 - 20.068 -0.025 50 Point Support 50 0.000 0.000 98.824 0.548 33.613 -0.094 51 Point Support 51 -0.000 -0.000 42.494 0.966 -1.988 -0.119 52 Point Support 52 0.000 0.000 0.000 -1.493 - 18.317 -0.042 53 Point Support 53 -0.000 -0.000 0.000 -1.568 9.135 -0.033 54 Point Support 54 -0.000 -0.000 0.000 -6.483 - 20.068 -0.025 55 Point Support 55 0.000 -0.000 -0.000 0.548 33.613 -0.094 56 Point Support 56 -0.000 -0.000 0.000 0.966 -1.988 -0.119 57 Point Support 57 0.000 0.000 87.845 8.517 - 26.836 -0.883 58 Point Support 58 -0.000 0.000 67.068 61.979 18.531 -0.110 59 Point Support 59 -0.000 0.000 51.084 19.632 - 24.465 -0.034 60 Point Support 60 -0.000 -0.000 -0.000 19.632 - 24.465 -0.034 61 Point Support 61 -0.000 -0.000 0.000 61.979 18.531 -0.110 62 Point Support 62 0.000 -0.000 -0.000 8.517 - 26.836 -0.883 63 Point Support 63 0.000 1 0.000 115.258 - 22.570 4.039 2.662 64 Point Support 64 -0.000 -0.000 -0.000 - 22.570 4.039 2.662 65 Point Support 65 - 0:000 -0.000 142042 - - 10:184 52.795 - 0.050 66 Point Support 66 -0.000 0.000 65.260 -5.643 25.534 -0.023 67 Point Support 67 0.000 -0.000 -0.000 - 10.184 52.795 -0.050 68 Point Support 68 0.000 -0.000 0.000 -5.643 25.534 -0.023 69 Point Support 69 0.000 0.000 42.936 3.231 - 14.405 -0.005 70 Point Support 70 -0.000 0.000 -0.000 3.231 - 14.405 -0.005 71 Point Support 71 0.000 -0.000 62.517 25.926 6.664 -0.051 72 Point Support 72 -0.000 0.000 73.317 - 19.269. 3.248 - 21.976 73 Point Support 73 0.000 0.000 64.725 25.864 -2.838 0.052 74 Point Support 74 -0.000 0.000 31.192 -8.444 15.498 -0.139 75 Point Support 75 0.000 0.000 -0.000 25.926 6.664 -0.051 76 Point Support 76 0.000 -0.000 0.000 - 11.163 8.454 - 18.218 77 Point Support 77 0.000 0.000 -0.000 25.864 -2.838 1 0.052 78 Point Support 78 0.000 0.000 -0.000 -8.444 15.498 1 -0.139 79 Point Support 79 0.000. 0.000 97.183 - 19.716 - 39.114 -0.035 80 Point Support 80 0.000 -0.000 -0.000 - 19.716 - 39.114 -0.035 81 Point Support 81 -0.000 0.000 146.270 - 13.639 13.282 -0.120 82 Point Support 82 0.000 -0.000 -0.000 - 13.639 13.282 -0.120 83 Point Support 83 0.000 0.000 139.630 20.088 17.772 -0.088 84 Point Support 84 -0.000 -0.000 -0.000 20.088 17.772 -0.088 85 Point Support 85 -0.000 0.000 166.964 44.496 - 20.437 -0.030 86 Point Support 86 -0.000 -0.000 0.000 44.496 - 20.437 -0.030 87 Point Support 87 -0.000 0.000 164.415 19.073 -2.190 0.037 88 Point Support 88 -0.000 -0.000 181.046 23.648 - 10.424 3.512 89 Point Support 89 0.000 -0.000 0.000 19.073 -2.190 0.037 90 Point Support 90 -0.000 0.000 -0.000 27.317 -5.453 5.505 91 Point Support 91 -0.000 0.000 166.449 18.956 -7.049 0.131 92 Point Support 92 -0.000 0.000 -0.000 18.956 -7.049 0.131 93 Point Support 93 -0.000 -0.000 77.067 -1.866 55.804 1 -0.034 94 Point Support 94 -0.000 -0.000 43.211 -7.193 53.639 1 -2.825 email: Support@Adaptsoft.com website: http: / /www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Califomia, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 2 Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name: 5th Post.adm FLOOR -PRO 2009 95 Point Support 95 0.000 0.000 0.000 -1.866 55.804 -0.034 96 Point Support 96 -0.000 0.000 -0.000 -7.193 53.639 -2.825 97 Point Support 97 -0.000 0.000 158.556 94.481 - 53.849 -0.078 98 Point Support 98 -0.000 -0.000 197.718 65.194 45.645 -0.076 99 Point Support 99 0.000 -0.000 64.377 13.890 1.811 -0.042 100 Point Support 100 0.000 -0.000 -0.000 94.481 - 53.849 -0.078 101 Point Support 101 -0.000 0.000 0.000 65.194 45.645 -0.076 102 Point Support 102 -0.000 -0.000 0.000 13.890 1.811 -0.042 103 Point Support 103 0.000 0.000 85.306 16.318 - 19.425 -0.026 104 Point Support 104 -0.000 0.000 0.000 16.318 - 19.425 -0.026 105 Point Support 105 -0.000 0.000 131.410 37.416 20.945 -0.105 106 Point Support 106 0.000 -0.000 0.000 37.416 20.945 -0.105 107 Point Support 107 -0.000 0.000 610.786 - 47.385 - 133.941 -1.660 108 Point Support 108 -0.000 -0.000 764.309 - 42.624 133.616 -0.352 109 Point Support 109 -0.000 0.000 -0.000 - 14.039 - 89.296 -0.686 110 Point Support 110 -0.000 0.000 141.390 -0.225 - 15.528 0.098 111 Point Support 111 -0.000 0.000 -0.000 -0.225 - 15.528 0.098 112 Point Support 112 -0.000 -0.000 174.356 - 30.952 - 28.752 0.491 113 Point Support 113 -0.000 -0.000 -0.000 - 30.952 - 28.752 0.491 114 Point Support 114 0.000 -0.000 - 0.000 - 4.432 - 42.093 1.331 115 Point -Su rt 1 -1 -5 __.0,000 4-000 - -39.809- _ - 2.924 -- - 14.757 - 5 303 116 Point Support 116 0.000 -0.000 -0.000 -2.924 14.757 5.303 117 Point Support 117 1 -0.000 0.000 20.083 - 12.017 -5.563 -0.170 118 Point Support 118 1 -0.000 0.000 -0.000 - 12.017 -5.563 -0.170 119 Point Support 119 0.000 -0.000 23.720 - 30.024 9.613 -0.060 120 Point Support 120 -0.000 -0.000 0.000 - 30.024 9.613 -0.060 121 Point Support 121 0.000 0.000 119.451 -7.620 - 34.226 -1.509 122 Point Support 122 0.000 -0.000 0.000 -5.080 - 10.141 -0.623 123 Point Support 123 -0.000 - 0.000 349.962 - 122.833 15.844 7.015 124 Point Support 124 0.000 -0.000 0.000 - 81.884 4.694 2.898 125 Point Support 125 0.000 -0.000 40.183 - 19.475 9.762 0.057 126 Point Support 126 -0.000 0.000 62.293 - 44.836 - 10.698 0.040 127 Point Support 127 -0.000 0.000 58.869 - 48.603 15.560 0.038 128 Point Support 128 0.000 -0.000 63.812 - 56.516 - 32.088 0.081 129 Point Support 129 0.000 0.000 -0.000 - 19.475 9.762 0.057 130 Point Support 130 -0.000 0.000 -0.000 - 44.836 - 10.698 0.040 131 Point Support 131 0.000 -0.000 0.000 - 48.603 15.560 0.038 132 Point Support 132 0.000 -0.000 -0.000 - 56.516 - 32.088 0.081 133 Point Support 133 -0.000 0.000 64.212 - 45.967 12.577 1.400 134 Point Support 134 0.000 0.000 - 0.000 - 45.967 12.577 1.400 135 Point Support 135 0.000 0.000 239.940 - 11.521 - 51.527 -0.279 136 1 Point Support 136 -0.000 0.000 323.681 - 16.402 21.684 -0.369 137 Point Support 137 0.000 -0.000 18.392 - 16.415 34.848 -1.015 138 Point Support 138 -0.000 -4.099 1 -0.000 0.000 0.000 -0.000 139 Point Support 139 -0.000 4.099 1 -0.000 0.000 0.000 0.000 Senri( I_nad) email: Support@Adaptsoft.com website: http: //www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Califomia, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 3 1VJkkl M tNz= k k k k -ft k -ft k -ft 1 Point Support 1 -0.000 0.000 98.395 0.488 0.908 0.016 email: Support@Adaptsoft.com website: http: //www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Califomia, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 3 Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name: 5th_Right_Post.adm FLOOR -PRO 2009 2 Point Support 2 -0.000 -0.000 106.493 0.314 -0.298 0.010 3 Point Support 3 0.000 -0.000 28.488 0.000 0.000 0.000 4 Point Support 4 -0.000 -0.000 32.276 -1.036 - 14.938 -0.019 5 Point Support 5 -0.000 0.000 42.660 7.682 - 19.503 -0.063 6 Point Support 6 -0.000 -0.000 -0.000 7.682 - 19.503 =0.063 7 Point Support 7 0.000 0.000 0.000 -1.036 - 14.938 -0.019 8 Point Support 8 -0.000 0.000 47.451 14.498 5.868 -0.067 9 Point Support 9 -0.000 -0.000 0.000 14.498 5.868 -0.067 10 Point Support 10 0.000 -0.000 7.857 2.611 -3.405 0.410 11 Point Support 11 0.000 -0.000 0.000 0.090 -2.665 0.257 12 Point Support 12 -0.000 0.000 49.132 -4.595 20.313 -0.010 13 Point Support 13 0.000 -0.000 10.683 7.107 -9.267 0.001 14 Point Support 14 -0.000 -0.000 -0.000 -4.595 20.313 -0.010 15 Point Support 15 0.000 0.000 51.758 - 21.801 - 11.450 -0.057 16 Point Support 16 0.000 -0.000 65.042 - 11.981 -2.941 0.076 17 Point Support 17 -0.000 -0.000 14.530 -1.295 -3.382 0.008 18 Point Support 18 -0.000 0.000 0.000 - 21.801 - 11.450 -0.057 19 Point Support 19 0.000 0.000 0.000 - 11.981 -2.941 0.076 20 Point Support 20 -0.000 0.000 114.347 - 24.159 - 24.286 -0.054 21 Point Support 21 -0.000 -0.000 49.845 -3.410 28.367 -0.600 22 Point-Support 2-2 - - -0. 000 0.000 - -0. 000 __ __..-24:159 - -- _- 24.286 - - -- --0:054 23 Point Support 23 -0.000 -0.000 -0.000 -3.410 28.367 -0.600 24 Point Support 24 0.000 0.000 12.888 2.375 0.502 0.010 25 Point Support 25 0.000 -0.000 47.309 24.915 -2.048 -0.005 26 Point Support 26 -0.000 -0.000 -0.000 24.915 -2.048 -0.005 27 Point Support 27 0.000 -0.000 116.706 32.552 2.610 -0.017 28 Point Support 28 -0.000 -0.000 111.391 26.543 10.720 -0.074 29 Point Support 29 0.000 0.000 48.148 8.385 18.226 -0.351 30 Point Support 30 0.000 -0.000 -0.000 8.385 18.226 -0.351 31 Point Support 31 -0.000 0.000 0.000 32.552 2.610 -0.017 32 Point Support 32 0.000 0.000 0.000 26.543 10.720 -0.074 33 Point Support 33 -0.000 -0.000 53.046 -5.002 - 21.550 0.001 34 Point Support 34 0.000 -0.000 119.833 - 15.068 - 10.059 0.016 35 Point Support 35 0.000 0.000 31.037 - 11.575 -6.778 -2.029 36 Point Support 36 0.000 0.000 0.000 -5.002 - 21.550 0.001 37 Point Su rt 37 -0.000 -0.000 0.000 - 15.068 - 10.059 0.016 38 Point Sup rt 38 -0.000 0.000 -0.000 - 12.363 - 12.560 - 14.798 39 Point Supp2rt 39 -0.000 -0.000 33.681 -0.209 - 17.023 0.002 40 Point Support 40 0.000 0.000 0.000 -0.209 - 17.023 0.002 41 Point Support 41 0.000 0.000 48.215 14.075 - 11.327 -0.002 42 Point Support 42 0.000 0.000 120.964 12.085 - 11.121 0.008 43 Point Support 43 -0.000 0.000 87.343 41.923 5.732 -0.047 44 1 Point Support 44 0.000 1 0.000 0.000 14.075 - 11.327 -0.002 45 Point Support 45 -0.000 -0.000 0.000 12.085 - 11.121 0.008 46 Point Support 46 0.000 -0.000 -0.000 41.923 5.732 -0.047 47 Point Support 47 0.000 0.000 57.646 -0.888 - 14.033 -0.027 48 Point Support 48 0.000 -0.000 120.516 -0.872 1 8.327 1 -0.011 49 Point Support 49 -0.000 -0.000 94.791 -4.955 - 20.858 -0.017 50 Point Support 50 0.000 0.000 88.200 1.349 31.569 -0.090 51 Point Support 51 -0.000 -0.000 39.169 1.120 -3.156 -0.115 email: Support@Adaptsoft.com website: http: /twww.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Califomia, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 4 15. Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name: 5th Right_Post.adm FLOOR -PRO 2009 52 Point Support 52 0.000 0.000 0.000 -0.888 - 14.033 -0.027 53 Point Support 53 -0.000 -0.000 0.000 -0.872 8.327 -0.011 54 Point Support 54 -0.000 -0.000 -0.000 -4.955 - 20.858 -0.017 55 Point Support 55 0.000 -0.000 -0.000 1.349 31.569 -0.090 56 Point Support 56 -0.000 -0.000 0.000 1.120 -3.156 -0.115 57 Point Support 57 0.000 0.000 72.076 2.883 - 23.515 -0.657 58 Point Support 58 -0.000 0.000 52.003 50.799 13.836 -0.086 59 Point Support 59 -0.000 0.000 39.335 9.605 - 16.810 -0.027 60 Point Support 60 -0.000 -0.000 -0.000 9.605 - 16.810 -0.027 61 Point Support 61 -0.000 -0.000 0.000 50.799 13.836 -0.086 62 Point Support 62 0.000 -0.000 -0.000 2.883 - 23.515 -0.657 63 Point Support 63 0.000 0.000 98.193 - 18.687 4.519 2.951 64 Point Support 64 -0.000 -0.000 -0.000 - 18.687 4.519 2.951 65 Point Support 65 0.000 -0.000 118.927 - 11.206 47.359 -0.038 66 Point Support 66 -0.000 0.000 55.915 - 7.941 20.311 -0.019 67 Point Support 67 0.000 -0.000 -0.000 - 11.206 47.359 -0.038 68 Point Support 68 0.000 0.000 -0.000 -7.941 20.311 -0.019 69 Point Support 69 0.000 0.000 40.113 0.970 - 12.319 -0.003 70 Point Support 70 -0.000 0.000 -0.000 0.970 - 12.319 -0.003 71 Point Support 71 0.000 -0.000 57.286 21.692 6.005 -0.043 -72--- -Point Support-72 - - -- 0.000- - - 0:000 -- - ...68:864 ---1- 9.812 _- --- 3.223 - - -_ --- _- 2-1.782- 73 Point Support 73 0.000 0.000 59.134 21.276 -2.471 0.047 74 Point Support 74 -0.000 0.000 28.425 -9.046 12.165 -0.151 75 Point Support 75 0.000 0.000 -0.000 21.692 6.005 -0.043 76 Point Support 76 0.000 -0.000 0.000 - 13.443 8.877 - 18.126 77 Point Support 77 0.000 0.000 -0.000 21.276 -2.471 0.047 78 Point Support 78 0.000 0.000 -0.000 -9.046 12.165 -0.151 79 Point Support 79 0.000 0.000 72.971 - 14.328 - 26.077 -0.029 80 Point Support 80 -0.000 -0.000 -0.000 - 14.328 - 26.077 -0.029 81 Point Support 81 -0.000 0.000 108.343 -8.116 9.798 -0.100 82 Point Support 82 0.000 -0.000 0.000 -8.116 9.798 -0.100 83 Point Support 83 0.000 0.000 108.891 17.704 23.305 -0.077 84 Point Support 84 -0.000 -0.000 -0.000 17.704 23.305 -0.077 85 Point Support 85 -0.000 0.000 139.744 28.139 - 19.109 -0.019 86 Point Support 86 -0.000 -0.000 0.000 28.139 - 19.109 -0.019 87 Point Support 87 -0.000 0.000 137.611 . 7.556 -1.972 0.047 88 Point Support 88 -0.000 -0.000 154.238 18.372 -7.246 4.538 89 Point Support 89 0.000 -0.000 0.000 7.556 -1.972 0.047 90 Point Support 90 -0.000 0.000 -0.000 27.135 -3.236 5.544 91 Point Support 91 -0.000 0.000 140.070 8.684 -6.589 0.115 92 Point Support 92 -0.000 0.000 -0.000 8.684 -6.589 0.115 93 Point Support 93 -0.000 -0.000 61.236 -5.404 39.934 -0.131 94 Point Support 94 -0.000 1 -0.000 41.165 -4.278 45.833 -2.704 95 Point Support 95 0.000 0.000 0.000 -5.404 39.934 -0.131 96 Point Support 96 -0.000 0.000 -0.000 -4.278 45.833 -2.704 97 Point Support 97 -0.000 0.000 122.151 70.623 - 39.044 -0.068 98 Point Support 98 -0.000 -0.000 152.439 49.813 32.272 -0.060 99 Point Support 99 0.000 -0.000 46.309 10.193 -0.401 -0.026 100 Point Support 100 0.000 -0.000 -0.000 70.623 - 39.044 -0.068 101 Point Support 101 0.000 0.000 0.000 1 49.813 1 32.272 -0.060 email: Support@Adaptsoft.com website: hftp:l/www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Califomia, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 5 Project Name: General name Specific Data: Specific name V Date of execution: March 10, 2010 File Name: 5th_Right_Post.adm FLOOR -PRO 2009 102 Point Support 102 -0.000 -0.000 0.000 10.193 -0.401 -0.026 103 Point Support 103 0.000 0.000 64.610 12.327 - 13.546 -0.002 104 Point Support 104 -0.000 0.000 0.000 12.327 - 13.546 -0.002 105 Point Support 105 -0.000 0.000 101.421 27.997 16.147 -0.060 106 Point Support 106 0.000 -0.000 0.000 27.997 16.147 -0.060 107 Point Support 107 0.000 1 0.000 514.658 - 32.059 - 104.003 -1.229 108 Point Support 108 -0.000 -0.000 627.647 - 27.710 95.846 -0.243 109 Point Support 109 -0.000 0.000 -0.000 -9.498 - 69.338 -0.508 110 Point Support 110 -0.000 0.000 110.598 3.451 -6.985 0.110 111 Point Support 111 -0.000 0.000 0.000 3.451 -6.985 0.110 112 Point Support 112 -0.000 -0.000 131.981 - 21.065 - 20.904 0.464 113 Point Support 113 -0.000 -0.000 -0.000 - 21.065 - 20.904 0.464 114 Point Support 114 0.000 -0.000 -0.000 1.345 - 29.847 1.230 115 Point Support 115 0.000 -0.000 32.487 1.878 7.696 4.977 116 Point Support 116 0.000 -0.000 -0.000 1.878 7.696 4.977 117 Point Support 117 -0.000 0.000 15.989 -7.536 -3.100 -0.152 118 Point Support 118 -0.000 0.000 -0.000 -7.536 -3.100 -0.152 119 Point Support 119 0.000 -0.000 23.859 - 18.591 5.150 -0.047 120 - Point Support 120- -- 0.000 - -- - 0.000 - - -- 0.000 - - 18.591 - - 5.150- - 0.047 121 Point Support 121 0.000 0.000 106.355 -3.977 - 28.018 -1.198 122 Point Support 122 0.000 -0.000 0.000 -2.652 -8.302 -0.495 123 Point Support 123 -0.000 -0.000 283.688 - 86.604 13.761 7.284 124 Point Support 124 0.000 -0.000 0.000 - 57.737 4.077 3.008 125 Point Support 125 0.000 -0.000 31.779 - 10.275 5.938 0.063 126 Point Support 126 -0.000 -0.000 46.961 - 26.857 -7.388 0.045 127 Point Support 127 -0.000 0.000 45.470 - 28.610 10.958 0.043 128 Point Support 128 0.000 -0.000 45.182 - 33.217 - 19.418 0.095 129 Point Support 129 0.000 0.000 -0.000 - 10.275 5.938 0.063 130 Point Support 130 -0.000 1 0.000 -0.000 - 26.857 -7.388 0.045 131 Point Support 131 0.000 -0.000 0.000 - 28.610 10.958 0.043 132 Point Support 132 0.000 -0.000 -0.000 - 33.217 - 19.418 0.095 133 Point Support 133 -0.000 0.000 49.206 - 32.512 2.303 1.889 134 Point Support 134 0.000 0.000 -0.000 - 32.512 2.303 1.889 135 Point Support 135 0.000 0.000 187.231 -8.337 - 37.900 -0.259 136 Point Support 136 -0.000 0.000 249.022 - 12.600 15.865 -0.331 137 Point Support 137 0.000 -0.000 15.130 - 12.921 26.149 -1.045 138 Point Support 138 -0.000 -3.537 -0.000 0.000 0.000 -0.000 139 Point Support 139 -0.000 3.537 0.000 0.000 0.000 0.000 CtrannthMaarl I nazi only) email: Support@Adaptsoft.com website: http: / /www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Califomia, 94061, USA, Tel: (650) 306 -2400 Fax(650)306-2401 6 k k k k -ft k -ft k -ft 1 Point Support 1 -0.000 0.000 117.225 0.472 0.870 0.015 2 Point Support 2 -0.000 -0.000 126.829 0.303 -0.229 0.010 3 Point Support 3 0.000 -0.000 37.433 0.000 0.000 0.000 4 Point Support 4 -0.000 1 -0.000 43.065 2.055 - 24.859 -0.022 5 Point Support 5 -0.000 0.000 58.289 15.702 - 30.090 -0.072 6 Point Support 6 -0.000 -0.000 -0.000 15.702 - 30.090 -0.072 7 Point Support 7 0.000 0.000 0.000 2.055 - 24.859 -0.022 8 Point Support 8 -0.000 0.000 61.429 24.786 11,218 -0.076 email: Support@Adaptsoft.com website: http: / /www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Califomia, 94061, USA, Tel: (650) 306 -2400 Fax(650)306-2401 6 Project Name: General name Specific Data: Specific name ` Date of execution: March 10, 2010 File Name: 5th_Right_Post.adm FLOOR -PRO 2009 9 Point Support 9 -0.000 -0.000 0.000 24.786 11.218 -0.076 10 Point Support 10 0.000 -0.000 14.113 3.100 4.205 0.640 11 Point Support 11 0.000 -0.000 0.000 0.533 -2.688 -0.235 12 Point Support 12 -0.000 0.000 65.076 0.134 27.351 -0.019 13 Point Support 13 0.000 -0.000 14.418 10.455 -6.189 -0.003 14 Point Support 14 -0.000 -0.000 -0.000 0.134 27.351 -0.019 15 Point Support 15 0.000 0.000 70.527 - 26.945 - 15.056 -0.079 16 Point Support 16 0.000 - 0.000 84.688 - 15.582 -4.264 0.065 17 Point Support 17 -0.000 -0.000 20.229 -6.898 -1.768 0.004 18 Point Support 18 -0.000 0.000 0.000 - 26.945 - 15.056 -0.079 19 Point Support 19 0.000 0.000 0.000 - 15.582 4.264 0.065 20 Point Support 20 -0.000 -0.000 146.055 - 32.057 - 25.635 -0.066 21 Point Support 21 -0.000 -0.000 74.273 -4.433 39.269 -0.655 22 Point Support 22 -0.000 0.000 -0.000 - 32.057 - 25.635 -0.066 23 Point Support 23 -0.000 -0.000 -0.000 -4.433 39.269 -0.655 24 Point Support 24 0.000 0.000 17.672 -1.052 0.585 0.001 25 Point Support 25 0.000 0.000 63.790 34.564 -8.667 -0.007 26 Point Support 26 -0.000 -0.000 -0.000 34.564 -8.667 -0.007 27 Point Support 27 0.000 -0.000 149.825 36.573 9.261 -0.024 28 Point Support 28 -0.000 -0.000 144.557 32.732 14.271 -0.084 29 Point Support 29 0.000 0.000 64.138 9217 - 27.473 - -0.359 30 Point Support 30 0.000 -0.000 -0.000 9.217 27.473 -0.359 31 Point Support 31 -0.000 0.000 0.000 36.573 9.261 -0.024 32 Point Support 32 0.000 0.000 0.000 32.732 14.271 -0.084 33 Point Support 33 -0.000 -0.000 71.080 -3.383 - 33.740 -0.001 34 Point Support 34 0.000 -0.000 153.118 - 23.436 -3.580 0.009 35 Point Support 35 0.000 0.000 42.134 - 12.828 -7.469 -0.566 36 Point Support 36 0.000 0.000 0.000 -3.383 - 33.740 -0.001 37 Point Support 37 1 -0.000 1 -0.000 0.000 - 23.436 -3.580 0.009 38 Point Support 38 1 -0.000 1 0.000 -0.000 - 14.540 - 13.542 - 17.226 39 Point Support 39 -0.000 -0.000 45.070 0.968 - 25.913 -0.000 40 Point Support 40 04000 0.000 0.000 0.968 - 25.913 -0.000 41 Point Support 41 0.000 0.000 64.664 17.877 - 21.328 -0.005 42 Point Support 42 0.000 0.000 157.363 16.643 -7.402 -0.002 43 Point Support 43 -0.000 0.000 110.152 50.521 9.611 -0.063 44 Point Support 44 0.000 1 0.000 0.000 17.877 - 21.328 -0.005 45 Point Support 45 -0.000 -0.000 0.000 16.643 -7.402 -0.002 46 Point Support 46 -0.000 -0.000 -0.000 50.521 9.611 -0.063 47 Point Support 47 0.000 -0.000 77.269 -1.406 - 25.461 -0.044 48 Point Support 48 0.000 -0.000 157.205 -0.776 15.230 -0.035 49 Point Support 49 -0.000 0.000 124.392 -4.385 - 24.510 -0.027 50 Point Support 50 0.000 0.000 118.808 1.360 36.171 -0.097 51 Point Support 51 -0.000 0.000 51.115 1.636 0.016 -0.122 52 Point Support 52 0.000 0.000 0.000 -1.406 - 25.461 -0.044 53 Point Support 53 -0.000 -0.000 0.000 -0.776 15.230 -0.035 54 Point Support 54 -0.000 0.000 -0.000 -4.385 - 24.510 -0.027 55 Point Support 55 -0.000 -0.000 -0.000 1.360 36.171 -0.097 56 Point Support 56 -0.000 -0.000 0.000 1.636 0.016 -0.122 57 Point Support 57 -0.000 -0.000 93.447 1.892 - 33.188 -0.899 58 Point Support 58 -0.000 1 0.000 62.050 55.940 16.459 -0.112 email: Support@Adaptsoft.com website: http: /twww.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Califomia, 94061, USA, Tel: (650) 306 -2400 Fax(650)306-2401 7 • 4 Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name: 5th_Right_Post.adm FLOOR -PRO 2009 59 Point Support 59 -0.000 0.000 48.168 14.415 - 20.530 -0.034 60 Point Support 60 -0.000 -0.000 -0.000 14.415 - 20.530 -0.034 61 Point Support 61 -0.000 -0.000 0.000 55.940 16.459 -0.112 62 Point Support 62 0.000 -0.000 0.000 1.892 - 33.188 -0.899 63 Point Support 63 0.000 0.000 125.538 - 28.369 9.852 2.843 64 Point Support 64 -0.000 -0.000 -0.000 - 28.369 9.852 2.843 65 Point Support 65 0.000 -0.000 151.673 - 16.166 49.742 -0.059 66 Point Support 66 -0.000 0.000 73.481 -8.821 26.495 -0.026 67 Point Support 67 0.000 -0.000 -0.000 - 16.166 49.742 -0.059 68 Point Support 68 0.000 0.000 -0.000 -8.821 26.495 -0.026 69 Point Support 69 0.000 0.000 54.283 8.680 - 17.588 -0.006 70 Point Support 70 -0.000 0.000 -0.000 8.680 - 17.588 -0.006 71 Point Support 71 0.000 -0.000 76.874 36.708 8.462 -0.059 72 Point Support 72 -0.000 0.000 94.917 - 18.359 3.081 - 22.320 73 Point Support 73 0.000 0.000 79.120 36.672 -2.942 0.037 , 74 Point Support 74 -0.000 0.000 38.564 -7.509 20.843 -0.159 75 Point Support 75 0.000 0.000 -0.000 36.708 8.462 -0.059 76 1 Point Support 76 0.000 -0.000 0.000 -7.367 8.014 - 18.323 77 Point Support 77 0.000 0.000 -0.000 36.672 -2.942 0.037 78 Point Support 78 0.000 0.000 -0.000 -7.509 20.843 -0.159 79 Point Support 79 0.000 0.000 87.604 - 17.278 - 32.804 -0.036 80 Point Support 80 -0.000 -0.000 -0.000 - 17.278 - 32.804 -0.036 81 Point Support 81 -0.000 0.000 129.461 - 10.804 12.036 -0.117 82 Point Support 82 0.000 -0.000 0.000 - 10.804 12.036 -0.117 83 Point Support 83 0.000 0.000 130.628 20.250 17.037 -0.105 84 Point Support 84 -0.000 0.000 -0.000 20.250 17.037 -0.105 85 Point Support 85 -0.000 0.000 177.969 30.095 - 24.747 -0.036 86 Point Support 86 -0.000 -0.000 0.000 30.095 - 24.747 -0.036 87 Point Support 87 -0.000 0.000 176.901 4.154 -1.642 0.038 88 Point Support 88 -0.000 -0.000 198.051 21.299 - 10.747. 4.669 89 Point Support 89 0.000 0.000 0.000 4.154 -1.642 0.038 90 Point Support 90 -0.000 0.000 -0.000 22.829 -6.266 1 5.974 91 Point Support 91 -0.000 0.000 178.690 5.691 -8.048 0.099 92 Point Support 92 -0.000 -0.000 -0.000 5.691 -8.048 0.099 93 Point Support 93 -0.000 -0.000 77.692 - 12.235 52.882 -0.397 94 Point Support 94 -0.000 -0.000 55.674 -8.806 66.119 -2.861 95 1 Point Support 95 0.000 1 0.000 0.000 - 12.235 52.882 -0.397 96 Point Support 96 -0.000 -0.000 -0.000 -8.806 66.119 -2.861 97 Point Support 97 -0.000 -0.000 148.350 88.124 - 48.467 -0.079 98 Point Support 98 -0.000 -0.000 183.647 61.674 40.964 -0.076 99 Point Support 99 0.000 -0.000 59.907 13.042 1.232 -0.042 100 Point Support 100 0.000 -0.000 -0.000 88.124 - 48.467 -0.079 101 Point Support 101 0.000 0.000 0.000 61.674 40.964 -0.076 102 Point Support 102 -0.000 -0.000 0.000 13.042 1.232 -0.042 103 Point Support 103 -0.000 0.000 77.996 14.468 - 16.421 -0.028 104 Point Support 104 -0.000 0.000 0.000 14.468 - 16.421 -0.028 105 Point Support 105 -0.000 0.000 119.871 33.017 18.228 -0.105 106 Point Support 106 0.000 -0.000 0.000 33.017 18.228 -0.105 107 Point Support 107 0.000 0.000 661.593 - 27.990 - 146.686 -1.573 108 1 Point Support 108 -0.000 -0.000 806.079 - 23.628 148.862 -0.517 E r email: Support@Adaptsoft.com website: hftp:/twww.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306 -2400 Fax(650)306-2401 8 Project Name: General name Specific Data: Specific name �9 Date of execution: March 10, 2010 File Name: 5th_Right_Post.adm FLOOR -PRO 2009 109 Point Support 109 -0.000 0.000 -0.000 -8.293 - 97.793 -0.650 110 Point Support 110 -0.000 -0.000 126.020 4.204 - 15.134 0.093 111 Point Support 111 -0.000 0.000 0.000 4.204 - 15.134 0.093 112 Point Support 112 -0.000 -0.000 157.482 - 25.111 - 25.566 0.445 113 Point Support 113 -0.000 -0.000 -0.000 - 25.111 - 25.566 0.445 114 Point Support 114 0.000 -0.000 -0.000 -0.690 - 36.663 1.217 115 Point Support 115 0.000 -0.000 41.779 0.822 12.015 4.946 116 Point Support 116 0.000 -0.000 -0.000 0.822 12.015 4.946 117 Point Support 117 -0.000 0.000 21.095 -9.718 -4.258 -0.171 118 Point Support 118 -0.000 0.000 -0.000 -9.718 -4.258 -0.171 119 Point Support 119 0.000 -0.000 25.876 - 24.573 7.544 -0.062 120 Point Support 120 0.000 -0.000 0.000 - 24.573 7.544 -0.062 121 Point Support 121 -0.000 0.000 141.543 - 12.894 - 43.861 -1.505 122 Point Support 122 0.000 -0.000 0.000 -8.596 - 12.997 -0.622 123 Point Support 123 -0.000 -0.000 357.201 - 129.287 22.461 6.886 124 Point Support 124 0.000 -0.000 0.000 - 86.191 6.655 2.844 125 Point Support 125 0.000 -0.000 40.003 - 16.189 8.427 0.055 126 Point Support 126 -0.000 -0.000 57.655 - 36.373 -9.230 0.038 127 -- Point Support 127 - -0.000 0.000 55.467 - 37.888 - 13.288- - - 0.037- 128 Point Support 128 0.000 -0.000 51.738 - 40.568 - 21.597 0.080 129 Point Support 129 0.000 0.000 -0.000 - 16.189 8.427 0.055 130 Point Support 130 -0.000 0.000 -0.000 - 36.373 -9.230 0.038 131 Point Support 131 0.000 -0.000 0.000 - 37.888 13.288 0.037 132 Point Support 132 0.000 -0.000 - 0.000 - 40.568 - 21.597 0.080 133 Point Support 133 -0.000 0.000 59.696 - 38.969 4.254 1.548 134 Point Support 134 0.000 0.000 -0.000 - 38.969 4.254 1.548 135 Point Support 135 0.000 -0.000 229.464 - 10.779 - 47.429 -0.286 136 Point Support 136 -0.000 0.000 306.528 - 15.608 19.942 -0.375 137 Point Support 137 0.000 -0.000 20.681 - 16.892 34.943 -1.172 138 Point Support 138 -0.000 -4.332 -0.000 0.000 0.000 -0.000 139 Point Support 139 -0.000 4.332 0.000 0.000 0.000 0.000 JD 1 . �4 Label -, i s � c k tc _9 k . {;a k t x k -ft , . M iy k -ft 1Ulzz. r : k -ft 1 Point Support 1 -0.000 0.000 188.656 0.562 0.753 0.015 3 Point Supe2rt 3 0.000 -0-000 62.709 0.000 -0.000 0.000 5 Point Support 5 -0.000 0.000 60.159 17.260 - 33.029 -0.078 6 Point Support 6 -0.000 1 -0.000 -0.000 17.260 - 33.029 -0.078 7 Point Support 7 0.000 0.000 0.000 2.021 - 26.055 -0.025 8 Point Support 8 -0.000 0.000 63.257 27.842 12.951 -0.082 9 Point Support 9 -0.000 -0.000 0.000 27.842 12.951 -0.082 10 Point Support 10 0.000 -0.000 13.509 3.424 -4.882 0.573 11 Point Support 11 0.000 -0.000 0.000 0.576 -2.817 -0.504 12 Point Support 12 -0.000 0.000 67.890 1.710 29.764 -0.027 13 Point Support 13 0.000 -0.000 14.349 11.604 -5.142 1 -0.006 14 Point Support 14 0.000 -0.000 -0.000 1 1.710 29.764 -0.027 15 Point Support 15 0.000 0.000 1 73.378 1 - 28.965 - 16.600 -0.097 email: Support@Adaptsoft.com website: http: / /www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Cal'rfomia, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 9 M Project Name: General name Specific Data: Specific name 20 Date of execution: March 10, 2010 File Name: 5th Post.adm FLOOR -PRO 2009 16 Point Support 16 0.000 -0.000 88.764 - 16.867 -4.753 0.056 17 Point Support 17 -0.000 -0.000 20.849 -8.829 -1.205 0.000 18 Point Support 18 -0.000 0.000 0.000 - 28.965 - 16.600 -0.097 19 Point Support 19 0.000 0.000 0.000 - 16.867 -4.753 0.056 20 Point Support 20 -0.000 0.000 168.398 - 27.155 - 36.366 -0.074 21 Point Support 21 -0.000 -0.000 84.198 -1.965 46.085 -0.698 22 Point Support 22 -0.000 0.000 0.000 - 27.155 - 36.366 -0.074 23 Point Support 23 -0.000 -0.000 -0.000 -1.965 46.085 -0.698 24 Point Support 24 0.000 0.000 17.985 -2.170 0.674 -0.010 25 Point Support 25 0.000 10.000 65.496 36.970 -9.304 -0.008 26 Point Support 26 -0.000 1 -0.000 -0.000 36.970 -9.304 -0.008 27 Point Support 27 0.000 0.000 179.308 49.702 -4.084 -0.030 28 Point Support 28 -0.000 0.000 165.566 28.204 29.244 -0.089 29 Point Support 29 0.000 0.000 65.979 9.869 29.453 -0.377 30 Point Support 30 0.000 -0.000 -0.000 9.869 29.453 -0.377 31 Point Support 31 -0.000 0.000 -0.000 49.702 -4.084 -0.030 32 Point Support 32 0.000 0.000 -0.000 28.204 29.244 -0.089 33 Point Support 33 -0.000 1 -0.000 73.983 -3.240 - 37.200 -0.003 34 Point Support 34 0.000 1 -0.000 170.842 - 26.612 -9.791 -0.003 35 Point Support 35 0.000 0.000 40.852 - 13.878 -8.025 -0.068 36 Point Support 36 0.000 - - 0.000 -- - --0.000 - - 3.240 - 37.200 - - -0.003 37 Point Support 37 -0.000 -0.000 0.000 - 26.612 -9.791 1 -0.003 38 Point Support 38 -0.000 0.000 -0.000 - 16.287 - 14.422 - 18.381 39 Point Support 39 -0.000 -0.000 45.774 1.191 - 27.816 -0.003 40 Point Support 40 0.000 0.000 0.000 1.191 - 27.816 -0.003 41 Point Support 41 0.000 0.000 66.975 19.214 - 23.736 -0.010 42 Point Support 42 0.000 0.000 176.336 20.689 - 17.462 -0.014 43 Point Support 43 -0.000 0.000 126.145 56.200 20.426 -0.076 44 1 Point Support 44 0.000 0.000 0.000 19.214 - 23.736 -0.010 45 Point Support 45 -0.000 -0.000 0.000 20.689 - 17.462 -0.014 46 Point Support 46 -0.000 -0.000 -0.000 56.200 20.426 -0.076 47 Point Support 47 -0.000 0.000 80.232 -2.399 - 28.621 -0.065 48 Point Support 48 0.000 -0.000 171.220 -2.267 13.451 -0.068 49 Point Support 49 -0.000 -0.000 151.736 -7.835 - 21.047 -0.040 50 1 Point Support 50 0.000 0.000 125.511 -0.305 38.103 -0.102 51 1 Point Support 51 -0.000 0.000 52.030 1.059 0.849 -0.127 52 Point Support 52 0.000 0.000 0.000 -2.399 - 28.621 -0.065 53 Point Support 53 -0.000 -0.000 0.000 -2.267 13.451 -0.068 54 Point Support 54 -0.000 -0.000 0.000 -7.835 - 21.047 -0.040 55 Point Support 55 -0.000 -0.000 -0.000 -0.305 38.103 -0.102 56 Point Support 56 -0.000 -0.000 0.000 1.059 0.849 -0.127 57 Point Support 57 0.000 0.000 115.424 14.059 - 35.232 -1.246 58 Point Support 58 -0.000 0.000 88.233 76.529 24.874 -0.149 59 Point Support 59 -0.000 0.000 68.088 32.780 - 34.527 -0.044 60 Point Support 60 -0.000 -0.000 -0.000 32.780 - 34.527 -0.044 61 Point Support 61 -0.000 -0.000 0.000 76.529 24.874 -0.149 62 Point Support 62 0.000 -0.000 -0.000 14.059 - 35.232 -1.246 63 Point Support 63 0.000 0.000 147.215 - 31.571 6.191 2.299 64 Point Support 64 -0.000 -0.000 -0.000 - 31.571 6.191 2.299 65 Point Support 65 0.000 -0.000 183.182 - 11.570 59.811 1 -0.074 email: Support@Adaptsoft.com website: http: / /www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 10 Project Name: General name Specific Data: Specific name 2 Date of execution: March 10, 2010 File Name: 5th_Right_Post.adm FLOOR -PRO 2009 66 Point Support 66 -0.000 0.000 84.059 - 3.620 34.224 -0.030 67 Point Support 67 0.000 -0.000 -0.000 - 11.570 59.811 -0.074 68 Point Support 68 0.000 -0.000 0.000 -3.620 34.224 -0.030 69 Point Support 69 0.000 0.000 53.046 9.509 - 19.272 -0.007 70 Point Support 70 -0.000 -0.000 -0.000 9.509 - 19.272 -0.007 71 Point Support 71 0.000 -0.000 77.915 37.970 8.600 -0.068 72 Point Support 72 -0.000 0.000 91.118 - 17.959 3.203 - 22.454 73 Point Support 73 0.000 0.000 80.707 38.476 -3.466 0.053 74 Point Support 74 -0.000 0.000 39.225 -7.030 23.408 -0.130 75 Point Support 75 0.000 0.000 -0.000 37.970 8.600 -0.068 76 Point Support 76 0.000 -0.000 0.000 -5.683 7.569 - 18.416 77 Point Support 77 0.000 0.000 -0.000 38.476 -3.466 0.053 78 Point Support 78 0.000 -0.000 -0.000 -7.030 23.408 -0.130 79 Point Support 79 0.000 0.000 130.442 - 26.964 - 56.445 -0.045 80 Point Support 80 0.000 -0.000 -0.000 - 26.964 - 56.445 -0.045 81 Point Support 81 -0.000 0.000 197.464 - 20.900 18.134 -0.150 82 Point Support 82 0.000 -0.000 -0.000 - 20.900 18.134 -0.150 83 Point Support 83 0.000 0.000 183.429 23.915 8.708 -0.115 -84 1 Point Support 84- _ --0.000 - 0.000 _ -0. 000 _._23.915 8.708 _ _ __- 0..1.15 -- 85 Point Support 85 -0.000 0.000 215.244 62.999 - 24.679 -0.050 86 Point Support 86 -0.000 -0.000 0.000 62.999 - 24.679 -0.050 87 Point Support 87 -0.000 0.000 212.778 29.713 -2.259 0.021 88 Point Support 88 -0.000 -0.000 231.667 30.765 - 15.579 2.478 89 Point Support 89 0.000 -0.000 0.000 29.713 -2.259 0.021 90 Point Support 90 -0.000 0.000 -0.000 25.359 -9.344 5.679 91 Point Support 91 -0.000 0.000 214.024 28.465 -8.271 0.140 92 Point Support 92 -0.000 0.000 -0.000 28.465 -8.271 0.140 93 Point Support 93 -0.000 -0.000 102.257 -1.492 79.280 -0.064 94 Point Support 94 -0.000 -0.000 52.657 - 12.580 72.147 -3.033 95 Point Support 95 0.000 0.000 0.000 -1.492 79.280 -0.064 96 Point Support 96 -0.000 0.000 -0.000 - 12.580 72.147 -3.033 97 Point Support 97 -0.000 0.000 210.660 128.800 - 74.420 -0.094 98 Point Support 98 -0.000 -0.000 261.836 87.607 64.319 -0.102 99 Point Support 99 0.000 -0.000 90.535 19.274 4.998 -0.067 100 Point Support 100 0.000 -0.000 -0.000 128.800 - 74.420 -0.094 101 Point Support 101 -0.000 0.000 0.000 87.607 64.319 -0.102 102 Point Support 102 -0.000 -0.000 0.000 19.274 4.998 -0.067 103 Point Support 103 0.000 0.000 114.174 21.664 - 27.161 -0.063 104 Point Support 104 -0.000 0.000 0.000 21.664 - 27.161 -0.063 105 Point Support 105 -0.000 0.000 172.767 50.019 27.127 -0.174 106 Point Support 106 0.000 -0.000 0.000 50.019 27.127 -0.174 107 Point Support 107 -0.000 0.000 787.240 -01.771 - 187.355 - 2.294 108 Point Support 108 -0.000 -0.000 999.955 - 56.561 200.587 -0.607 109 Point Support 109 -0.000 0.000 -0.000 - 18.303 - 124.898 -0.947 110 1 Point Support 110 -0.000 0.000 182.092 -3.786 - 28.756 0.076 111 Point Support 111 -0.000 0.000 -0.000 -3.786 - 28.756 0.076 112 Point Support 112 -0.000 0.000 232.499 - 43.568 - 39.490 0.510 113 Point Support 113 -0.000 -0.000 - 0.000 - 43.568 - 39.490 0.510 114 Point Support 114 0.000 -0.000 -0.000 - 11.639 - 58.621 1.433 115 Point Support 115 0.000 -0.000 52.300 -8.597 24.481 5.637 email: Support@Adaptsoft.com website: hftp: //www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Califomia, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 11 Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name: 5th Post.adm FLOOR -PRO 2009 116 Point Support 116 0.000 -0.000 -0.000 -8.597 24.481 5.637 117 Point Support 117 -0.000 0.000 27.022 - 17.909 -8.780 -0.199 118 Point Support 118 -0.000 0.000 -0.000 - 17.909 -8.780 -0.199 119 Point Support 119 0.000 -0.000 24.581 - 45.264 15.591 -0.080 120 Point Support 120 -0.000 -0.000 0.000 - 45.264 15.591 -0.080 121 Point Support 121 0.000 0.000 151.075 - 15.982 - 48.798 -1.996 122 Point Support 122 0.000 -0.000 0.000 - 10.655 - 14.459 -0.825 123 Point Support 123 -0.000 -0.000 457.736 - 182.981 22.426 6.529 124 Point Support 124 0.000 -0.000 0.000 - 121.985 6.645 2.697 125 Point Support 125 0.000 -0.000 53.298 - 32.290 15.105 0.046 126 Point Support 126 -0.000 0.000 84.065 - 68.858 - 15.166 0.032 127 Point Support 127 -0.000 0.000 78.223 - 74.663 21.655 0.030 128 Point Support 128 0.000 -0.000 87.051 - 85.151 - 46.753 0.057 129 Point Support 129 0.000 0.000 -0.000 - 32.290 15.105 0.046 130. Point Support 130 -0.000 0.000 - 0.000 - 68.858 - 15.166 0.032 131 Point Support 131 0.000 -0.000 0.000 - 74.663 21.655 0.030 132 Point Support 132 0.000 -0.000 -0.000 - 85.151 - 46.753 0.057 133 Point Support 133 -0.000 -0.000 85.531 - 63.611 24.559 0.707 .134 _.Point.Support 134 _0..000_ .__ 0.000 _ _ -0.000 _ _ - 63.611 24.5.59 _ -_ -_- 0.707 .- 135 1 Point Support 135 0.000 0.000 317.544 - 16.153 - 70.893 -0.314 136 Point Support 136 -0.000 0.000 432.445 - 21.978 29.958 -0.431 137 Point Support 137 0.000 -0.000 24.662 - 22.145 48.566 -1.047 138 Point Support 138 -0.000 -5.099 -0.000 0.000 0.000 -0.000 139 Point Support 139 -0.000 5.099 -0.000 0.000 0.000 0.000 Lono -Term .� }tc! r " �t.,''`*a". w . "'t w -:� i•�T £ .:MXx.. ,.' k k k k -ft k -ft k -ft 1 Point Support 1 -0.000 0.000 219.093 0.998 1.779 0.031 2 Point Support 2 -0.000 -0.000 235.556 0.607 -0.540 0.020 3 Point Support 3 0.000 -0.000 65.184 0.000 0.000 0.000 4 Point Support 4 -0.000 -0.000 66.000 - 1.655. - 31.573 -0.039 5 Point Support 5 -0.000 0.000 87.988 16.900 - 41.278 -0.129 6 Point Support 6 -0.000 -0.000 -0.000 16.900 - 41.278 -0.129 7 Point Support 7 0.000 0.000 0.000 -1.655 - 31.573 -0.039 8 Point Support 8 -0.000 0.000 97.336 31.259 12.952 -0.137 9 Point Support 9 -0.000 -0.000 0.000 31.259 12.952 -0.137 10 Point Support 10 0.000 -0.000 16.410 5.380 -7.108 0.834 11 Point Support 11 0.000 -0.000 0.000 0.253 -5.369 0.372 12 Point Support 12 -0.000 0.000 101.241 -8.102 42.264 -0.024 13 Point Support 13 0.000 -0.000 21.862 14.992 - 17.820 -0.000 14 Point Support 14 -0.000 -0.000 -0.000 -8.102 42.264 -0.024 15 Point Support 15 0.000 0.000 106.890 - 44.869 - 23.824 -0.122 16 1 Point Support 16 0.000 -0.000 133.917 - 24.813 -6.199 0.149 17 Point Support 17 -0.000 -0.000 30.017 -3.895 -6.386 0.014 18 Point Support 18 -0.000 0.000 0.000 - 44.869 - 23.824 - -0.122 19 Point Support 19 0.000 0.000 0.000 - 24.813 -6.199 0.149 20 Point Support 20 1 -0.000 0.000 239.243 - 48.054 1 - 51.719 1 -0.112 21 Point Support 21 -0.000 -0.000 105.798 -6.280 60.118 -1.219 22 Point Support 22 -0.000 1 0.000 0.000 - 48.054 - 51.719 -0.112 email: Support@Adaptsoft.com website: http: / /www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Califomia, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 12 Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name: 5th_Right_Post.adm FLOOR -PRO 2009 23 Point Support 23 -0.000 -0.000 -0.000 -6.280 60.118 -1.219 24 Point Support 24 0.000 0.000 26.523 3.970 1.039 0.015 25 Point Support 25 0.000 -0.000 97.361 51.824 -5.185 -0.010 26 Point Support 26 -0.000 -0.000 -0.000 51.824 -5.185 -0.010 27 Point Support 27 0.000 -0.000 246.122 69.281 2.455 -0.036 28 Point Support 28 -0.000 -0.000 233.150 52.692 26.060 -0.150 29 Point Support 29 0.000 0.000 99.011 17.064 38.273 -0.708 30 Point Support 30 0.000 -0.000 -0.000 17.064 38.273 -0.708 31 Point Support 31 -0.000 0.000 0.000 69.281 2.455 -0.036 32 Point Support 32 0.000 0.000 0.000 52.692 26.060 -0.150 33 Point Support 33 -0.000 -0.000 109.381 - 9.741 - 45.736 0.001 34 Point Support 34 0.000 -0.000 249.134 - 32.167 - 20.937 0.029 35 Point Support 35 0.000 0.000 63.250 - 23.613 - 13.805 -3.718 36 Point Support 36 0.000 0.000 0.000 -9.741 - 45.736 0.001 37 Point Support 37 -0.000 -0.000 0.000 - 32.167 - 20.937 0.029 38 Point Support 38 -0.000 0.000 -0.000 - 25.509 - 25.498 - 30.248 39 Point Support 39 -0.000 -0.000 69.127 -0.194 - 35.797 0.002 40 Point Support 40 0.000 0.000 0.000 -0.194 - 35.797 0.002 41 Point-Support-41 0:000- -0:000 - - 99337 - - 29.042- 24.697- - 0.006. 42 Point Support 42 0.000 0.000 252.192 25.915 - 24.504 0.011 43 Point Support 43 -0.000 0.000 182.242 86.597 14.983 -0.100 44 Point Support 44 0.000 0.000 0.000 29.042 - 24.697 -0.006 45 Point Support 45 -0.000 -0.000 0.000 25.915 - 24.504 0.011 46 Point Support 46 0.000 -0.000 - 0.000 86.597 14.983 -0.100 47 Point Support 47 0.000 0.000 118.817 -2.122 - 30.513 -0.062 48 Point Support 48 0.000 -0.000 249.966 -2.142 17.115 -0.035 49 Point Support 49 -0.000 -0.000 201.209 - 10.783 - 41.265 -0.038 50 Point Support 50 0.000 0.000 182.472 2.240 64.306 -0.182 51 Point Support 51 -0.000 -0.000 80.235 2.153 -5.645 -0.231 52 Point Support 52 0.000 0.000 0.000 -2.122 - 30.513 -0.062 53 Point Support 53 -0.000 -0.000 0.000 -2.142 17.115 -0.035 54 Point Support 54 -0.000 -0.000 0.000 - 10.783 - 41.265 -0.038 55 Point Support 55 0.000 1 -0.000 -0.000 2.240 64.306 -0.182 56 Point Support 56 -0.000 -0.000 0.000 2.153 -5.645 -0.231 57 Point Support 57 0.000 0.000 153.163 8.986 - 48.928 -1.443 58 Point Support 58 -0.000 0.000 112.616 107.986 30.355 -0.186 59 Point Support 59 -0.000 0.000 85.383 24.938 - 37.994 -0.058 60 Point Support 60 -0.000 -0.000 -0.000 24.938 - 37.994 -0.058 61 1 Point Support 61 -0.000 -0.000 0.000 107.986 30.355 -0.186 62 Point Support 62 0.000 -0.000 -0.000 8.986 - 48.928 -1.443 63 Point Support 63 0.000 0.000 206.135 - 39.592 8.763 5.736 64 Point Support 64 -0.000 -0.000 -0.000 - 39.592 8.763 5.736 65 Point Support 65 0.000 -0.000 251.068 - 21.827 97.823 -0.082 66 Point Support 66 -0.000 0.000 117.169 - 14.569 43.606 -0.039 67 1 Point Support 67 0.000 -0.000 -0.000 - 21.827 97.823 -0.082 68 Point Support 68 0.000 0.000 -0.000 - 14.569 43.606 -0.039 69 Point Support 69 0.000 1 0.000 1 81.840 3.233 - 25.831 -0.008 70 Point Support 70 -0.000 0.000 -0.000 3.233 - 25.831 -0.008 71 Point Support 71 0.000 -0.000 117.560 1 45.805 12.387 -0.091 72 Point Support 72 -0.000 0.000 140.272 1 - 39.314 6.461 - 43.675 email: Support@Adaptsoft.com website: http: / /www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Califomia, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 13 Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name: 5th_Right_Post.adm FLOOR -PRO 2009 73 Point Support 73 0.000 0.000 121.463 45.174 -5.152 0.096 74 Point Support 74 -0.000 0.000 58.430 - 17.749 26.234 -0.295 75 Point Support 75 0.000 0.000 -0.000 45.805 12.387 -0.091 76 Point Support 76 0.000 -0.000 0.000 - 25.582 17.513 - 36.303 77 Point Support 77 0.000 0.000 -0.000 45.174 -5.152 0.096 78 1 Point Support 78 1 0.000 0.000 1 -0.000 1 - 17.749 1 26.234 -0.295 79 Point Support 79 0.000 0.000 159.777 - 31.734 - 59.604 -0.062 80 Point Support 80 -0.000 -0.000 -0.000 - 31.734 - 59.604 -0.062 81 Point Support 81 -0.000 0.000 238.366 - 19.388 21.586 -0.212 82 Point Support 82 0.000 -0.000 0.000 - 19.388 21.586 -0.212 83 Point Support 83 0.000 0.000 235.354 36.770 43.448 -0.160 84 Point Support 84 -0.000 -0.000 -0.000 36.770 43.448 -0.160 85 Point Support 85 -0.000 0.000 295.041 65.626 - 38.977 -0.043 86 Point Support 86 -0.000 -0.000 0.000 65.626 - 38.977 -0.043 87 Point Support 87 -0.000 0.000 290.544 21.692 -4.068 0.088 88 Point Support 88 -0.000 -0.000 323.794 39.758 - 16.308 8.489 89 Point Support 89 0.000 -0.000 0.000 21.692 -4.068 0.088 90 Point Support 90 -0.000 .0.000 -0.000 54.374 -7.739 11.065 91- Point-Support 91 - - -0.000- - - 0.000 - -- 295.221 - - -23,238 - - 13.441 - _ - -- 0.239 - -92 Point Support 92 -0.000 0.000 -0.000 23.238 - 13.441 0.239 93 Point Support 93 -0.000 -0.000 131.516 -8.787 88.935 -0.206 94 Point Support 94 -0.000 -0.000 83.499 - 10.221 96.126 -5.477 95 Point Support 95 0.000 0.000 0.000 -8.787 88.935 -0.206 96 Point Support 96 -0.000 0.000 -0.000 - 10.221 96.126 -5.477 97 Point Support 97 -0.000 0.000 265.096 154.880 - 86.545 -0.142 98 Point Support 98 -0.000 -0.000 330.763 108.414 72.185 -0.129 99 Point Support 99 0.000 -0.000 102.941 22.499 0.462 -0.061 100 Point Support 100 0.000 -0.000 -0.000 154.880 - 86.545 -0.142 101 Point Support 101 0.000 0.000 0.000 108.414 72.185 -0.129 102 Point Support 102 -0.000 -0.000 0.000 22.499 0.462 -0.061 103 Point Support 103 0.000 0.000 141.046 26.935 - 30.452 -0.018 104 Point Support 104 -0.000 0.000 0.000 26.935 - 30.452 1 -0.018 105 Point Support 105 -0.000 0.000 219.979 61.377 35.036 -0.146 106 Point Support 106 0.000 -0.000 0.000 61.377 35.036 _ -0.146 107 Point Support 107 0.000 0.000 1084.259 - 72.875 - 225.118 -2.704 108 Point Support 108 -0.000 -0.000 1333.371 - 63.942 213.265 -0.548 109 Point Support 109 -0.000 0.000 -0.000 - 21.592 - 150.079 -1.117 110 Point Support 110 -0.000 0.000 238.793 4.802 - 18.851 0.214 111 Point Support 111 -0.000 0.000 0.000 4.802 - 18.851 0.214 112 Point Support 112 -0.000 -0.000 288.184 - 47.781 - 46.292 0.944 113 Point Support 113 -0.000 -0.000 1 - 0.000 - 47.781 - 46.292 0.944 114 1 Point Support 114 0.000 -0.000 -0.000 - 0.612 - 66.691 2.517 115 Point Support 115 0.000 -0.000 69.161 1.011 19.427 10.140 116 Point Support 116 0.000 -0.000 -0.000 1.011 19.427 1 10.140 117 Point Support 117 -0.000 0.000 34.317 - 17.634 -7.608 -0.314 118 Point Support 118 -0.000 0.000 -0.000 - 17.634 -7.608 -0.314 119 1 Point Support 119 0.000 1 - 0.000_ ) 47.637 1 - 43.715 1 12.850 1 -0.102 120 1 Point Support 120 0.000 1 -0.000 0.000 1 - 43.715 1 12.850 1 -0.102 nvii email: Support@,4daptsoft.com website: http: / /www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Califomia, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 14 Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name: 5th Post.adm FLOOR -PRO 2009 121 Point Support 121 0.000 0.000 220.192 - 10.036 - 59.584 -2.573 122 Point Support 122 0.000 -0.000 0.000 -6.691 - 17.655 -1.063 123 Point Support 123 -0.000 -0.000 605.256 - 193.912 28.712 14.414 124 Point Support 124 0.000 -0.000 0.000 - 129.272 8.507 5.954 125 Point Support 125 0.000 -0.000 68.360 - 25.806 14.061 0.122 126 Point Support 126 -0.000 -0.000 102.682 - 63.988 - 16.667 0.086 127 Point Support 127 -0.000 0.000 98.597 - 68.644 24.546 0.083 128 Point Support 128 0.000 -0.000 101.012 - 79.752 - 46.075 0.182 129 Point Support 129 0.000 0.000 -0.000 - 25.806 14.061 0.122 130 Point Support 130 -0.000 0.000 - 0.000 - 63.988 - 16.667 0.086 131 Point Support 131 0.000 -0.000 0.000 - 68.644 24.546 0.083 132 Point Support 132 0.000 -0.000 -0.000 - 79.752 - 46.075 0.182 133 Point Support 133 -0.000 0.000 106.989 - 72.713 10.476 3.498 134 Point Support 134 0.000 0.000 -0.000 - 72.713 10.476 3.498 135 Point Support 135 0.000 0.000 404.591 - 18.494 - 83.588 -0.530 136 Point Support 136 -0.000 0.000 540.713 - 27.374 35.055 -0.684 137 Point Support 137 0.000 -0.000 32.125 - 27.838 57.269 -2.073 138 Point Support 138 -0.000 -7.395 -0.000 0.000 0.000 -0.000 139 Point Support 139 -0.000 7.395 -0.000 0.000 0.000 0.000 - .initial _ - -- - - - - -- -- email: Support@Adaptsoft.com website: http:l/www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Califomia, 94061, USA, Tel: (650) 306 -2400 Fax(650)306-2401 15 k k k k -ft k -ft k -ft 1 Point Support 1 -0.000 0.000 76.073 0.514 1.113 0.021 2 Point Support 2 -0.000 -0.000 83.521 0.389 -0.473 0.014 3 Point Support 3 0.000 -0.000 21.917 0.000 0.000 0.000 4 Point Support 4 -0.000 -0.000 28.643 -3.956 -7.891 -0.016 5 Point Support 5 -0.000 0.000 35.639 1.176 - 12.013 -0.060 6 Point Support 6 -0.000 -0.000 -0.000 1.176 - 12.013 -0.060 7 Point Support 7 0.000 0.000 0.000 -3.956 -7.891 -0.016 8 Point Support 8 -0.000 0.000 42.626 6.487 1.402 -0.065 9 Point Support 9 -0.000 -0.000 0.000 6.487 1.402 -0.065 10 Point Support 10 0.000 -0.000 4.953 2.431 -2.907 0.369 11 Point Support 11 0.000 -0.000 0.000 -0.213 -3.152 0.904 12 Point Support 12 -0.000 0.000 42.487 -9.992 16.307 0.001 13 Point Support 13 0.000 -0.000 9.539 4.812 - 13.742 0.006 14 Point Support 14 -0.000 -0.000 -0.000 -9.992 16.307 0.001 15 Point Support 15 0.000 -0.000 43.085 - 19.851 -9.470 -0.033 16 Point Support 16 0.000 -0.000 57.043 - 10.169 -2.044 0.105 17 Point Support 17 -0.000 -0.000 11.983 4.142 -5.514 0.015 18 Point Support 18 -0.000 0.000 0.000 - 19.851 -9.470 -0.033 19 Point Support 19 0.000 0.000 0.000 - 10.169 -2.044 0.105 20 1 Point Support 20 -0.000 0.000 97.246 - 22.226 - 23.396 -0.046 21 Point Support 21 -0.000 -0.000 33.544 -3.741 20.693 -0.614 22 Point Support 22 -0.000 0.000 0.000 - 22.226 - 23.396 -0.046 23 Point Support 23 -0.000 -0.000 -0.000 -3.741 20.693 -0.614 24 Point Support 24 0.000 0.000 11.018 6.155 0.474 0.027 25 Point Support 25 0.000 -0.000 40.243 19.222 3.781 -0.003 26 Point Support 26 -0.000 -0.000 -0.000 19.222 3.781 -0.003 27 Point Su ort 27 0.000 -0.000 96.459 29.765 1.183 -0.007 28 Point Support 28 -0.000 -0.000 93.031 26.377 4.522 -0.067 29 Point Support 29 0.000 0.000 41.617 1 8.686 1 2.058 -0.384 email: Support@Adaptsoft.com website: http:l/www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, Califomia, 94061, USA, Tel: (650) 306 -2400 Fax(650)306-2401 15 Project Name: General name Specific Data: Specific name. Date of execution: March 10, 2010 File Name: 5th_Right_Post.adm FLOOR -PRO 2009 30 Point Support 30 0.000 -0.000 -0.000 8.686 12.058 -0.384 31 Point Support 31 -0.000 0.000 0.000 29.765 1.183 -0.007 32 Point Support 32 0.000 0.000 0.000 26.377 4.522 -0.067 33 Point Support 33 0.000 -0.000 45.068 -7.245 - 12.764 0.004 34 Point Support 34 0.000 -0.000 103.624 -8.910 - 15.430 0.033 35 Point Support 35 0.000 0.000 27.778 - 12.007 -7.068 -3.675 36 Point Support 36 0.000 0.000 0.000 -7.245 - 12.764 0.004 37 Point Support 37 -0.000 -0.000 0.000 -8.910 - 15.430 0.033 38 Point Support 38 -0.000 0.000 -0.000 - 11.626 - 13.219 - 14.362 39 Point Support 39 0.000 -0.000 29.464 -1.367 - 11.010 0.005 40 Point Support 40 0.000 0.000 0.000 -1.367 - 11.010 0.005 41 Point Support 41 0.000 0.000 41.111 12.359 -3.304 0.003 42 Point Support 42 0.000 0.000 101.731 8.573 - 12.920 0.026 43 Point Support 43 -0.000 0.000 76.220 38.718 -0.236 -0.029 44 Point Support 44 0.000 0.000 0.000 12.359 -3.304 0.003 . 45 Point Support 45 -0.000 -0.000 0.000 8.573 - 12.920 0.026 46 Point Support 46 0.000 -0.000 -0.000 38.718 -0.236 -0.029 47 Point Support 47 0.000 0.000 48.878 -0.272 -4.866 -0.007 ---- 48---- -Point Support-48- -_ --0.. 000-- .---- - - -. -- 0.000--- . - - - -- -1.02.4.46.- - -_ - -- - 0.550-- - - - - -- __3.9.09 -. -_ -_ __..__UZ4.__ _ 49 Point Support 49 -0.000 0.000 75.365 -4,867 - 21.886 -0.002 50 Point Support 50 0.000 0.000 73.191 2.149 31.647 -0.092 51 Point Support 51 -0.000 -0.000 35.216 1.102 -6.732 -0.121 52 Point Support 52 0.000 0.000 0.000 -0.272 -4.866 -0.007 53 Point Support 53 -0.000 -0.000 0.000 -0.550 3.909 0.024 54 Point Support 54 -0.000 -0.000 -0.000 -4.867 - 21.886 -0.002 55 Point Support 55 0.000 -0.000 -0.000 2.149 31.647 -0.092 56 Point Support 56 -0.000 -0.000 0.000 1.102 -6.732 -0.121 57 Point Support 57 -0.000 -0.000 59.896 1.079 - 18.593 -0.424 58 Point Support 58 -0.000 0.000 44.724 48.115 11.260 -0.064 59 Point Support 59 -0.000 0.000 32.984 1.545 - 12.042 -0.022 60 Point Support 60 -0.000 -0.000 -0.000 1.545 - 12.042 -0.022 61 Point Support 61 -0.000 -0.000 0.000 48.115 11.260 -0.064 62 Point Support 62 0.000 -0.000 -0.000 1.079 - 18.593 -0.424 63 Point Support 63 0.000 0.000 84.906 - 11.736 2.043 3.689 64 Point Support 64 -0.000 -0.000 -0.000 - 11.736 2.043 3.689 65 Point Support 65 0.000 -0.000 97.934 - 10.483 51.072 -0.003 66 Point Support 66 -0.000 0.000 43.773 - 11.136 13.212 -0.007 67 Point Support 67 0.000 -0.000 -0.000 - 10.483 51.072 -0.003 68 Point Support 68 0.000 1 0.000 -0.000 - 11.136 13.212 -0.007 69 Point Support 69 0.000 1 0.000 35.617 -5.787 -8.812 0.001 70 Point Support 70 -0.000 1 0.000 -0.000 -5.787 -8.812 0.001 71 Point Support 71 0.00.0 1 -0.000 49.125 11.064 4.761 -0.013 72 Point Support 72 -0.000 1 0.000 60.209 - 24.112 3.302 - 24.290 73 Point Support 73 0.000 1 0.000 50.722 10.037 -2.272 0.088 74 Point Support 74 -0.000 1 0.000 24.567 - 11.929 5.446 -0.127 75 Point Support 75 0.000 1 0.000 -0.000 11.064 4.761 -0.013 76 Point Support 76 0.000 -0.000 -0.000 - 21.043 9.755 - 20.213 77 Point Support 77 0.000 0.000 -0.000 10.037 -2.272 0.088 78 Point Support 78 0.000 0.000 -0.000 - 11.929 5.446 -0.127 email: Support@Adaptsoft.com website: http: /twww.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 16 Project Name: General name Specific Data: Specific name Date of execution: March 10, 2010 File Name: 5th Post.adm FLOOR -PRO 2009 79 Point Support 79 0.000 0.000 61.079 -9.888 - 16.207 -0.025 80 Point Support 80 -0.000 -0.000 -0.000 -9.888 - 16.207 -0.025 81 Point Support 81 -0.000 0.000 88.681 -3.520 6.944 -0.092 82 Point Support 82 0.000 0.000 0.000 -3.520 6.944 -0.092 83 Point Support 83 0.000 0.000 87.510 18.128 36.761 -0.035 84 Point Support 84 -0.000 -0.000 -0.000 18.128 36.761 -0.035 85 Point Support 85 -0.000 0.000 113.594 14.936 - 19.126 0.013 86 Point Support 86 -0.000 -0.000 0.000 14.936 - 19.126 0.013 87 Point Support 87 -0.000 0.000 114.516 4.696 -1.859 0.091 88 Point Support 88 -0.000 10.000 131.431 15.673 -3.580 6.093 89 Point Support 89 0.000 -0.000 0.000 4.696 -1.859 0.091 90 Point Support 90 -0.000 0.000 -0.000 33.888 0.911 6.860 91 Point Support 91 -0.000 0.000 116.964 5.982 -6.227 0.182 92 Point Support 92 -0.000 0.000 0.000 5.982 -0.227 0.182 93 Point Support 93 -0.000 -0.000 50.834 -3.222 26.683 0.260 94 Point Support 94 0.000 -0.000 36.860 0.327 33.004 -2.684 95 Point Support 95 0.000 0.000 0.000 -3.222 26.683 0.260 96 Point Support 96 -0.000 0.000 -0.000 0.327 33.004 -2.684 97 Point Support 97 -0.000 -0.000 75.637 28.362 - 18.028 -0.063 - -98 - -- Point-Support-98- - - --0: 000 - - - -- __0 000___ __408,230 ---- ---- -26. 294 - - -- - - -- 14.88-7 - ----- - -- 0.044 - -. . 99 Point Support 99 -0.000 -0.000 28.436 4.946 -4.173 -0.004 100 Point Support 100 -0.000 -0.000 -0.000 28.362 - 18.028 -0.063 101 Point Support 101 0.000 0.000 0.000 26.294 14.887 -0.044 102 Point Support 102 0.000 -0.000 0.000 4.946 -4.173 -0.004 103 Point Support 103 -0.000 0.000 52.763 9.706 -9.933 0.045 104 Point Support 104 -0.000 0.000 0.000 9.706 -9.933 0.045 105 Point Support 105 -0.000 0.000 90.434 23.976 10.369 0.026 106 Point Support 106 0.000 -0.000 0.000 23.976 10.369 0.026 107 Point Support 107 -0.000 0.000 259.880 - 41.357 16.854 -0.763 108 Point Support 108 -0.000 -0.000 179.760 - 44.394 - 63.791 0.232 109 Point Support 109 0.000 0.000 0.000 - 12.254 11.235 -0.315 110 Point Support 110 -0.000 0.000 113.302 4.679 14.732 0.173 111 Point Support 111 -0.000 0.000 0.000 4.679 14.732 0.173 112 Point Support 112 -0.000 0.000 110.152 - 15.372 - 16.547 0.585 113 Point Support 113 -0.000 -0.000 -0.000 - 15.372 - 16.547 0.585 114 Point Support 114 0.000 -0.000 - 0.000 6.767 - 22.893 1.437 115 Point Support 115 0.000 -0.000 28.594 6.396 1.832 5.743 116 Point Support 116 0.000 -0.000 -0.000 6.396 1.832 5.743 117 Point Support 117 -0.000 0.000 13.237 -4.495 -1.147 -0.140 118 Point Support 118 1 -0.000 0.000 -0.000 -4.495 -1.147 -0.140 119 Point Support 119 0.000 -0.000 24.770 - 11.249 1.919 -0.023 120 Point Support 120 0.000 -0.000 0.000 - 11.249 1.919 -0.023 121 Point Support 121 -0.000 0.000 96.414 4.403 24.011 -0.843 122 Point Support 122 0.000 -0.000 0.000 2.936 7.115 -0.348 123 Point Support 123 -0.000 -0.000 95.929 46.828 -3.964 9.223 124 1 Point Support 124 0.000 -0.000 -0.000 I 31.220 1 -1.174 3.810 125 Point Support 125 0.000 -0.000 26.208 0.917 2.666 0.090 126 Point Support 126 -0.000 -0.000 39.020 - 12.853 -5.226 0.066 127 Point Support 127 -0.000 0.000 38.764 - 13.412 8.125 0.063 email: Support@Adaptsoft.com website: http: / /www.Adaptsoft.com 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 17 Project Name: General name Specific Data: Specific name ?.e Date of execution: March 10, 2010 File Name: Sth_Right_Post.adm FLOOR -PRO 2009 128 Point Support 128 0.000 -0.000 32.973 - 15.441 -9.917 0.145 129 Point Support 129 0.000 0.000 -0.000 0.917 2.666 0.090 130 Point Support 130 -0.000 0.000 -0.000 - 12.853 -5.226 0.066 131 Point Support 131 0.000 -0.000 -0.000 - 13.412 8.125 0.063 132 Point Support 132 0.000 -0.000 -0.000 - 15.441 -9.917 0.145 133 Point Support 133 -0.000 0.000 40.360 - 24.159 -6.964 2.925 134 Point Support 134 0.000 0.000 -0.000 - 24.159 -6.964 2.925 135 Point Support 135 0.000 0.000 110.782 -8.604 - 16.231 -0.264 136 Point Support 136 0.000 0.000 157.556 -7.206 6.866 -0.314 137 Point Support 137 0.000 -0.000 12.502 - 10.020 18.584 -1.184 138 Point Support 138 -0.000 -3.371 -0.000 0.000 1 0.000 -0.000 139 Point Support 139 -0.000 3.371 1 0.000 -0.000 1 0.000 -0.000 a email: Support@Adaptsoft.com website: http: / /www.AdaptsofLcom 1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306 -2400 Fax (650) 306 -2401 18 12 q HYDER CONSTRUCTION INC. (303) 825 -1313 4 1/t c> ----------- MISHKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS 1200 Folsom Street, San Francisco, CA 94103 Tel: (415) 541-9477 Fax: (415) 543-5071 JOB 4 6 FA 6 4 0 � VIA 1/ -No. 7re?;_ SHEET NO. OF � CALCULATED BY DATE CHECKED BY DATE 4F Vv 17 3 ( r - -5 1 v K 270 M)< V, W � My 1 e5 7 1__> k4b Cl =. cZ= Y t, '. X i n fWi Y =9' in b 101.9 in f c = psi yvx 0.281 yvy 0.533 0 fo� -� _,_� lolp '7! Item -30.00 Side 1 Side 2 Side 3 Side 4 -1.50 Side 5 Y2 Side 6 -4.26 E XZ 9.99 9.99 Y4 = -0 7. 557 1858 557 715 0 Y� A dL /12 Yz 31757 4325 9115 5 0 1 Parallel to� -4 286.1 s 6.1715E+06 _0 - 2.2262E+06 L Ixx // X 19.5 V. ... 37 9 5279 39 5 0 - 494.331 Ixx // Y 14156 37650 11586 15108 d 0 V, lyy // X 7 66417 7 137404 7 0 7 lyy // Y 7 33577 Ld 127575 136.50 0 265.30 Ixx 136.50 4810 175.00 15108 0.00 0 0.00 713.30'i Ldx 66417 - 3890.25 127575 - 2586.68 0 2559.38 Ixy 4987.50 12708 0.00 25950 0.00 1069.95 Ldy - 238.88 - 3780.53 - 2320.50 - 787.50 0.00 0.00 - 7127.40 X3 1.50 Y3 -9.99 X2 - X3 -30.00 -11.25 17.25 27.00 -1.50 -1.50 Y2 8.24 -4.26 -7.01 5.49 9.99 9.99 Y4 = Ld /12 557 1083 557 715 0 0 dL /12 4325 31757 4325 9115 -0.112 0 286.1 Parallel to� 286.1 286.1 s 6.1715E+06 _0 - 2.2262E+06 - 8.9418E+05 Ixx // X 9273 4810 6704 5279 0 0 - 494.331 Ixx // Y 14156 37650 11586 15108 0 0 V, lyy // X 127733 66417 45500 137404 0 0 lyy // Y 122850 33577 40617 127575 0 0 Ixx 14156 4810 6704 15108 0 0 40777 lyy 122850 66417 45500 127575 0 0 362342 Ixy -33752 12708 -16501 25950 0 0 -11594 v„ max 0.139 Svc. 0.769 Vc = (2 +4 /pc) 4f b •- Eq. 11 -33 ACI318 -02 0.215 Vc = (30d /b +2) Vf c b,d F Eq. 11-34 AC1318 -02 0.212 Vc = 4Vf'c b F Eq. 11 -35 AC1318 -02 ov 0.212 ksi OK Point A Point B Point C Point D X Y4 = 11 5 Vu /b -0.112 -0.112 -0.112 -0.112 M uX -Vuy 286.1 286.1 286.1 286.1 Iyy(y -X 6.1715E+06 6.8323E +06 - 2.2262E+06 - 8.9418E+05 IXXIyY -IXy 1.4641E +10 1.4641E +10 1.4641E +10 1.4641E +10 Muy +VuX - 494.331 - 494.331 - 494.331 - 494.331 IXx(X X IXY(y -y3) - 1.0147E+06 1.3096E +06 1.0197E+06 - 1.2408E+06 V, 1 -0.097 -0.051 -0.106 -0.139 v„ max 0.139 Svc. 0.769 Vc = (2 +4 /pc) 4f b •- Eq. 11 -33 ACI318 -02 0.215 Vc = (30d /b +2) Vf c b,d F Eq. 11-34 AC1318 -02 0.212 Vc = 4Vf'c b F Eq. 11 -35 AC1318 -02 ov 0.212 ksi OK JOB [/^�Ji y ( L- NO. - 7 0 NISHKIAN MENNINGER SHEET NO. OF / CONSULTING AND STRUCTURAL ENGINEERS �j / 1200 Folsom Street, San Francisco, CA 94103 CALCULATED BV ' - V �/ ! DATE Tel: (415) 541 -9477 Fax: (415) 543 -5071 CHECKED BY PATE X74 4 "? - 7 � ey�. z�q - F - y(4.. wrAG t1J G \iJOC4=0 OP-n = J. - 3 , 1 2 1 47t-'2 NISHKIAN MENNINGER /f nxc4sTrmcTU1��11a1�RSSxc1E1o1 PROJECT: 4 Season Vail PAGE: /. 12WFcb 8#eKS FW C.unm CLIENT: DESIGN BY: 71fif Tat 14gs41•wnr={411150 n JOB NO.: 7083 DATE: m2M10 REVIEW BY: Tube Base Plate Design Based on AISC Manual 15h Edition AISC 360-05 INPUT DATA & DESIGN SUMMARY b AXIAL LOAD OF COMPRESSION P, = 42.8 kips, ASD E STEEL PLATE YIELD STRESS F y = 60 ksi ----- - - - - -, CONCRETE STRENGTH f = S ksi o COLUMN SIZE => HSS5X5X5 /16 v rn z BASE PLATE SIZE N = _ in B = '` iS. in i AREA OF CONCRETE SUPPORT A = 256. in E (geometrically similar to and concentric with the loaded area.) n 0.95 b n 8 USE !� 16 x 16 14ir 3 618 in thick plate �ifY ANALYSIS CHECK BEARING PRESSURE (AISC 360-05 J8) PP/QC= f�Ar MINI 0.85MAX I A' 1 11.7 = 435.20 kips Where A, = L 256 in actual area base plate. n, = 2.50 NE VALUES OF m, n, n', X. and X (AISC 13th Page 14 -5) m =0.5(N -0.95 d) = 5.63 in n= 0.5(B- 0.95b) = 5.63 in n'= 0.25(dbb) = 1.25 in X — MDV I I 4db ) n c P. I l = 0.10 (d +b)2 p p J 2,17 x —MINI 11= I + 71 — X JJJ 0.32 Where d = 5.00 in, depth of column section. b = 5.00 in, width of column section. NE REQUIRED THICKNESS OF BASE PLATE (AISC 13th Page 14-6) > P [Satisfactory] 3.33P _ rmin = F y BN — 0.54 in Where 1 = MAX (m, n, X n') = 5.63 in ---- --------- ----------- ------- NISMAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS 1200 Folsom Street, San Francisco, CA 94103 Tel: (415) 541-9477 Fax: (415) 543-5071 JOB -� , NO. _70e SHEET NO. OF CALCULATED BY -tw DATE CHECKED BY DATE G H �xz� e - T725 7 F - 'FK Iry lZic, -gdnp+— 47 '1-+ VjNf- - fit - t-- 4 \ '"'If A • JOB F ' 1 J�/� ✓�Ij V � 1 - ^ NO. / V / NISNKIAN MENNINR3ER SHEET NO. OF CONSULTING AND STRUCTURAL ENGINEERS - T VV - I 1200 Folsom Street, San Francisco, CA 94103 CALCULATED BY l DATE 0 IZ IO Tel: (415) 541 -9477 Fax: (415) 543 -5071 CHECKED BY DATE M�.p Imo_ '" - S I' ([Al;, L��/�� 44f�� Q P - = z:'-;7ACt' Cac�L G 4fz'-r � Z> t- 'r� q-- = 0,7(a NISNKIAN MENNINGER CONSULTING AND STRUCTURAL ENGINEERS 1200 Folsom Street, San Francisco, C4 94103 Tel: (415) 541 -9477 Fax: (415) 543 -5071 JOB _4 f \ 117� "-t A (/ NO. �Qi � SHEET NO. OF CALCULATED BY I V y DATE _� ��� ✓ CHECKED DATE GH GK Rz 7'0 vi C0AvNFCl 16I n/ �-*M p 31 wx Z -fn R /po P;S SXSx t �z CO Nlt'�FSS N rH r SF�IA16 - 11 - IF C,01VC9F'T.j 6'AIxV ( S'G(iR l- 'NN�"C]° /OnI /N 9-11-10 v 4 rt 304 I..-- Th e allowable loads listed are based �� 1 4) � J`gjsj ISM on a safety factor of 4.0. 33,/4" 13/4 iD ' Is g D 2 Allowable loads may be increased 33 for short term loading due to wind or 40-60 1,284 seisms forces where permitted by code. 3 * 3. The minimum concrete thickness is 8.- • 7!?i 1% times the embedment depth. - - - - -- --- __------- _ - - - - -- - _- _------------- ____ -- - ____ -- Tension Loads In Normal W eVi Concate,- _--- - - t Load Applied at 60- degree Angie t *Tension Loads in Normal Weight Concrete Stemwall � � to Horizontal for 1111-Up Wall Braces 1. The allowable loads are based 3. The minimum anchor spacing is 15 Inches. on a factor of safety of 4.0. 4. The minimum concrete thickness is 12 inches. 2. Allowable loads may be increased 3315% Tension toad. 4's3' >� 1'sri45D01tsT': and 4,500 psi. bed Stemwall .Min Min.- to Tension Load f dtli� ° #X f.. i41Pa`) in. flue � o to mfnj. ; �iistIsle (aim) ln ` . 3ti , UI$me A1to w concrete ,;; t)ttimate Atlow.. rcX30 r a>) 3 (anm) (mm) '%b lbs. 1bs , tbs.' in. in LlghiweightConcrete Lighiweighttimcrete Ligtflili4i9 ii [��i1 kN jtdi) N „= ip �mml 8 15,420 3,855 20,300 5,075 1/2 1/2 10 6 13/4 203) 68.6) (17.1) (90.3) 22.6 43/81 1 (111)1 14,280 3,570 19,040 4,760 (12.7) (254) (152) (44) 23/4 2,560 (63.5) 15.9) (84.7) (21.2) 1. The allowable loads are based 3. The minimum anchor spacing is 15 Inches. on a factor of safety of 4.0. 4. The minimum concrete thickness is 12 inches. 2. Allowable loads may be increased 3315% 5: Allowable loads may be interpolated for for short term loading due to wind or compressive strengths between 2,500 seismic forces where permitted by code. and 4,500 psi. Tension and Shear Loads in Lightweight Concrete over Metal Deck m 106 F i� 1. The allowable loads listed are based on a safety factor of 4.0. 3. Allowable loads for anchors installed in the lower flute of the 4. Anchors may be installed off - center in the lower 2. Allowable tenslon loads for anchors installed in the concrete steel deck are for flutes with a trapezoidal profile with a depth Install in Concrete side may be increased 33159: for short-term loading due to dn;tallIfpqug114iAetat,�edic without a load reduction. _ y Size drill 'Embed. Critical Critical Tension Load Shear Load 1fe o #X f.. in. Bit Depth edge Dist. Spacing, flirt: rcx30QOps1(20,7Mpa) rcn3eo0psi{20;?Apa) rcX30 r a>) 3 (mm) DI le. in. in LlghiweightConcrete Lighiweighttimcrete Ligtflili4i9 a p „= ip �mml (mm) (mm) iAtimate. Allowable ultimate Allowable ultimae ebl� Ail le lbs. OR lbs. (kN) Iles. (kN) ibt. (I(*) ibs ldl>)t � (( Ij 23/4 2,560 640 4,240 1,060 3/8 3/8 (70) 6 6 (11.4) (2.8) (18.9) (4.7 3 5,420 1,355 4,100 1,025 (9,5) (152) (152) (76) (24.1) (6.0) (18.2) (4.6) 23/4 3,040 750 6,380 1,595 1/2 12 (70) 8 8 (13.5) (3.4) (28.4) (7.l) 4. 71120 1,'7555 ..8 840 ., 1 710 (12.7j (203) (203.) (1D2j (312) _ (;'Bj `(3D. -A �, 7Ji) 2 3/4 3,100 775 6,380 1,595 g) 5/8 (70) 10 10 (13.8) (3.4) (28.4) (7.1) 5 8,940 2,235 10,700 2,675 (5 (254) (254) (127) (39.8) (9.9) (47.6) (11.9) 1. The allowable loads listed are based on a safety factor of 4.0. 3. Allowable loads for anchors installed in the lower flute of the 4. Anchors may be installed off - center in the lower 2. Allowable tenslon loads for anchors installed in the concrete steel deck are for flutes with a trapezoidal profile with a depth flute (up to 114' from the edge of the lower flute) side may be increased 33159: for short-term loading due to of 3 inches, and a width varying from 4% inches at the bottom without a load reduction. wind or seismic forces where permitted by code. Allowable to 7 inches at the top. The spacing of the flutes is 12 inches. 5. 100% of the allowable load is permitted at critical shear loads for anchors Installed through the metal deck side The metal deck must be minimum 20 -gage with a minimum yield edge distance and critical spacing. Testing at smaller shall not be increased for wind or seismic forces. strength of 38 ksi and minimum ultimate strength of 45 ksi. edge distances and spacings has not been performed. .I U 'See page 5 for an explanation of the load table icons z c U H z i< Z y g s U S S 3 Titan HD Shear Loads in Normal -Weight concrete, Load Applied Parallel to Edge 1. The allowable loads are based on a 3. Testing was performed using a safety factor of 2.0 for tiff -up wall braces. Meadow -Burke brace shoe. 2. Anchor must be installed into a concrete 4. Titan HD has been qualified for floor slab, tooting, or deadman with temporary outdoor use of up sufficient area, weight, and strength to 90 days through testing for to resist the anchorage load. this application. Or d 108 Load Adjustment Factors for Then HD Anchors in Normal- Weight Concrete: .Edge Distance, Tension and Shear Loads Load adjustment factors for critical and minimum edge distance have been determined by testing. The following tables have been created using linear interpolation. How to use these charts: 1. The following tables are for reduced Edge Distance. 4. Locate the edge distance (C, at which the anchor is to be installed. 2. Locate the anchor size to be used for either a tension 5. The load adjustment factor (f is the intersection of the row and column. and/or shear load application. 6. Multiply the allowable load by the applicable load adjustment factor(s). 3. Locate the anchor embedment (E) used for either 7. Reduction factors for multiple edges are multiplied together. a tension and/or shear load application. Edna Distance Tension (fc) A r Edna nistance Shear 111.1 - - - _ Dia. 3/8 1 12 5/8 3/4 Edge Dist. E 23/4 1 3314 23/4 35/8 53/4 23/4 1 41/B 5 3/ 23/4 45/8 53/4 Cm Cc, 3 412 4 4 4 5 .- 53/4 5 5 6 6 6 (in) C,.,,, 13/4 #13/4 13/4 13/4 13/4 13/4 13/4 13/4 13/4 13/4 13/4 f..,,. 0.83 0.24 0.67 0.57 0.73 0.67 0.57 0.59 0.67 0.46 0.58 13/4 0.83 0.73 0.67 0.57 0.73 0.67 0.57 0.59 0.67 0.48 0.58 2 0.32 0.31 0.29 0.25 0.22 0.23 0.20 0.2 0.22 1 0.17 1 0.16 2 0.86 0.78 0.71 1 0.62 0.76 0.70 0.60 0.62 0.69 0.51 0.60 217�T �, , 0.59 0.59 - 0 74 -- 0 - .67 - - 0:79 - - 0:7 - 0.64 - 65 071 034 0:63 212 0.93 0.89 0.78 0.71 0.82 0.75 0.67 0.68 0.73 0.57 0.65 2 3/4 0.97 0.95 0.82 0.76 0.85 0.77 0.70 0.72 0.75 0.60 0.68 3 1,00 1.00 0.85 0.81 0.88 0.80 0.74 0.75 0.77 0.63 0.70 31/4 0.89 0.86 0.91 0.82 0.77 0.78 0.79 0.66 0.73 3112 0.93 1 0.90 0.94 0.85 0.80 0.81 1 0.81 0.69 0.75 3 3/4 0.96 0.95 0.97 0.87 0.83 0.84 0.83 0.72 0.78 4 #' a '. 1.00 1.00 1.00 0.90 0.87 0.87 0.84 0.76 0.80 7 0.93 0.93 0.93 0.78 0.76 0.76 41/4 M 4 im 0.92 0.90 0.91 0.86 0.79 0.83 41/2 ` y� 77 777 7 7 7 77 0.95 0.93 0.94 0.88 1 0.82 0.85 4 3/4 0.97 0.97' 0.97 0.90 0.85 0.88 g s ' $' 1.00 1.00 1.00 0.92 0.88 0.90 51/4 € 0.94 0.91 0.93 51/2 0.96 0:94 0.95 5 3/4 ` , s ' 0.98 0.97 0.98 g_ Edna nistance Shear 111.1 - - - _ *See page 5 for an explanation of the load table icons I .-,- r The tabled adjustment values (I have been calculated using the following Information: 1. E = embedment depth (inches). 2. Cact = actual ed ge distance at which anchor Is installed (inches). 3. Ccr = critical edge distance for 100% load (inches). 4. Cmin = minimum edge distance for reduced load inches). 5. fc = percent o allowable load at actual edge distance. 6. fccr = percentage of allowable load at critical edge distance. few is always = 1.00. 7. fcmin = percent of allowable load at minimum edge distance. 8. f = fcm(n + [(1 - fcmin) (Cast - Cmin) / (Ccr - Cmin)]. z W CD 0 N O ?r 3 9 N Dia. 3/8 12 5/8 1 3/4 Al Edge Dist. E 23/4 33/4 23/4 35/8 53/4 23/4 41/8 5 3/ 23/4 45/8 53/4 CM C 412 412 6 6 6 712 712 71 9 9 9 (in) C.,,. 13/4 13/4 13/4 13/4 13/4 13/4 13/4 1 3/f 13/4 13/4 13/4 f..,,. 0.25 0.24 0.25 0.20 0.17 0.19 0.16 0.1 0.19 -0.14 0.13 13/4 0.25 0.24 0.25 0.20 0.17 0.19 0.16 0.19 0.19 0.14 0.13 2 0.32 0.31 0.29 0.25 0.22 0.23 0.20 0.2 0.22 1 0.17 1 0.16 21/2 0.45 0.45 0.38 0.34 0.32 0.30 0.27 0.3 0.27 0.23 0.22 3 0.59 0.59 0.47 0.44 0.41 0.37 0.34 0.37 k 0.33 0.29 0.28 31/2 0.73 0.72 0.56 0.53 0.51 0.44 0.42 0.44e 0.39 0.35 0.34 4 0.86 0.86 0.65 0.62 0.61 0.51 0.49 0.51 0.44 0.41 0.40 41/2 1.00 1.00 1 0.74 0.72 1 0.71 0.58 0.56 0.58 0.50 0.47 0.46 5 0.82 0.81 0.80 0.65 0.63 0.65 0.55 1 0.53 0.52 51/2 0.91 0.91 0.90 1 0.72 0.71 0.72 0.61 1 0.58 0.58 6 1.00 1.00 1.00 0.79 0.78 0.79 0.66 0.64 0.64 61/2 0.86 0.85 0.86 0.72 0'.70 0.70 7 0.93 0.93 0.93 0.78 0.76 0.76 71/2 1.00 1.00 1.00 0.83 0.82 0.82 8 77 777 7 7 7 77 0.89 0.88 0.88 81/2 0.94 0.94 0.94 g ` -.. 1.00 1.00 1.00 *See page 5 for an explanation of the load table icons I .-,- r The tabled adjustment values (I have been calculated using the following Information: 1. E = embedment depth (inches). 2. Cact = actual ed ge distance at which anchor Is installed (inches). 3. Ccr = critical edge distance for 100% load (inches). 4. Cmin = minimum edge distance for reduced load inches). 5. fc = percent o allowable load at actual edge distance. 6. fccr = percentage of allowable load at critical edge distance. few is always = 1.00. 7. fcmin = percent of allowable load at minimum edge distance. 8. f = fcm(n + [(1 - fcmin) (Cast - Cmin) / (Ccr - Cmin)]. z W CD 0 N O ?r 3 9 N w` is'! AQsg■silw w i on n � � To: Jim Alotto HKS Architects Ph: (214)969-5599 Fax: (214)969-3397 RFI #: 3165 Date: 3/2312010 APR 0 9 2010 TOWN OF VAIL Job: 29 -007 Vail Four Seasons CC: Horon Lee (Nishkian Menninger), Mike Rossi (R.A.L.), Scott Miller (Hyder Construction, Inc.), Gordon Rowley (Ryder Construction, Inc.), John Curtis (HKS Architects), David Sorenson (R.A.L.), Dustin Fluckey (Hyder Construction, Inc.), Chad Craft (Hyder Construction, Inc.), Peter Oliver (HKS Architects), Rick Caudel (Hyder Construction, Inc.), Powell Wright (HKS Architects), Michael Dire (Hyder Construction, Inc.), Alicia Prusinski (HYDER CONSTRUCTION INC.) Subject: Fireproofing of Tube Steel Column Repair L5 -11&A2 Drawing: Attachments Spec Section: 07812 Cost Impact: None Schedule Impact: None From: Rick Caudel (Hyder Construction, Inc.) Received No: Request: RCode 1205 - Hyder has received an alternate column repair for 1-5 -11 &A2, which is tube steel column and plates as detailed on 7/S9.01 dated 3/15/10. It is our understanding that the building construction type is 1 B which requires a 2 hour rating. If we are correct with the rating please provide a detail and specificiation to allow us to fireproofing the TS repairt Requested by: Rick Caudel Hyder Construction, Inc. Date Required: 312512010 Response: Please refer to sheet S9.01 detail 7 which calls out the plate dimensions. No exceptions taken. Bahman Ghassemzadeh- Nishkian Menninger- 3/24/10 HKS would recommend that the tube steel be fireproofed to maintain a two hour rating of the column. The fire proofing should be installed on all four sides of the tube steel. The fire proofing may be installed in the gap so that it is completely filled with fire proofing insulation to maintain the fire rating. Jim Alotto -HKS- 3/24/10 Fire Proofing data can be found in spec section 07812 Cementitous Fire Proofing in the 07/18/07 Construction Set I Answered by: Jim Alotto Answered date: March 24, 2010 I HKS Architects Response Forwarded to: Eric Dalton (Hyder Construction, Inc.), Mike Rossi (R.A.L.), Bill Partridge (Hyder Construction, Inc.), Don McGuire (Falcon Plumbing & Heating), Casey Kraft (GALLEGOS CORPORATION), Gale Johnson (Cherringtons Inc.), Scott Miller (Hyder Construction, Inc.), Debbie Buzzard (LUDVIK ELECTRIC), Mike Protection), Gregory Phillips (Pearson Management Group, Inc.), Brian Hottovy (Hyder Construction, Inc.), Mark Hall (Hyder Construction, Inc.), Christian Wilmer (Hyder Construction, Inc.), David Sorenson (R.A.L.), Dustin Fluckey (Hyder Construction, Inc.), Ryan Hertzler (All State Fire Protection), Joe Delaware (Hyder Construction, Inc.), Mike Graham (Hyder Construction, Inc.), Kelly Stillings (Midwest Drywall Co., Inc.), Chad Craft (Hyder Construction, Inc.), Will Collier (Hyder Construction, Inc.), Linda Henderson (Pearson Management Group, Inc.), Colin Fitzgerald (Midwest Drywall Co., Inc.), Rene Robledo (Hyder Construction, Inc.), Rick Caudel (Hyder Construction, Inc.), Adam Cressman (LUDVIK ELECTRIC), Carey Kamper (Falcon Plumbing & Heating), John Guenther (Hyder Construction, Inc.), Jeri Friesen (Hyder Construction, Inc.), Alicia Prusinski (HYDER CONSTRUCTION INC.) All design interpretations and solutions suggested in this correspondence are subject to the review and approval of the Project Architect of Record. Hyder Construction Inc. will not proceed with the work associated with this proposed solution without approval from Project Architect of Record, and Project Architect of Record shall remain responsible for any and all design liabilities associated with said approval. Please be advised that you are hereby required to notify Hyder Construction Inc. in writing within five (5) working days from receipt of this document of any cost or schedule impact incurred as a result ofthis clarification. A change order request with the required detailed cost breakdown and schedule impact must be submitted to Hyder Construction Inc. in writing within ten (10) working days from receipt of this clarification. Failure to provide either of the required documents will result in forfeiture of any claim for cost or schedule impacts resulting from this document. RFI Page 1 of 1 543 Santa Fe Drive, Denver, Colorado 80204 Phone: (303) 825 -1313 Faa:(303) 825 -3223 Email: infona.hyderinc.com Website: www.hyderine.com . T-r -4. .... ........... e. t I — If .40.b -i i- Jt 1 � I #'. —�• i " "�� i i' I I � i i -' ' i �� , � I �"_� ` I r ..f _._ . -..,_. . M livi • 7+ 7 -- JA -.: . . . . . . . . . i A .... ....... • i J i T- i- t� I a a LL 4 �d 4� S � � O Aa '4 s� ti V V a tic L J t o v -y `'J ! !!` K ■ §| § !!! : §! II . m | \ \ § | y ! lop H, % ■ 0 ' - - - - ©_ ! ■ § | | ■ \ § , | | |§ . > . . . . ;. . ■ | ■ |■ | | | ■| ■ || \ � |! | � °\ \ .` � | | || | / | § || ' ` ■ LO....\ L | ■ k | ■ | � [(( � R � § T O �■ � | + / / z § § . , ■ � ! !!` K ■ §| § !!! : §! 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