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HomeMy WebLinkAbout850 Ediz Hook Technical Lattice Tower - BuildingBEISANS ENGINEERING 6501 FRANCIS AVENUE NORTH SEATTLE, WA 98103 TELEPHONE (206)789 -6617 Structural Capacity Verification for Lattice Tower WESTERN WIRELESS Ediz Hook SE- 6114 -A Port Angeles, Washington CLIENT VoiceStream Wireless Services Contact Person: Mr Mike Janssen 19807 North Creek Parkway North Bothell, Washington 98011 ENGINEER. BEISANS ENGINEERING John A. Beisans, P E. 6501 Francis Avenue N. Seattle, Washington 98103 V)0 C /l5 OG� r 99057 Tel. (425) 829 -0056 Tel (206)789 -6617 EXPIRES 1/21/2000 I STAMP NOT VALID UNLESS SIGNED August 26 1998 Voice Stream Wireless Services 19807 North Creek Parkway Bothell, WA 98011 Attention: Mr Mike Janssen Reference: VoiceStream Wireless Project SE- 6114 -A Ediz Hook Port Angeles, Washington Dear Mr Janssen: A review of the materials made available by VoiceStream Wireless has been undertaken by BEISANS ENGINEERING, in order to ascertain the competence of the existing 100 foot lattice tower to accept the proposed VoiceStream Wireless antenna array of three sectors of two panel antennas at the 30 foot level. Review of the structural calculations performed using the RISA finite element program with the code prescribed wind loads indicates that the existing antenna configuration along with the proposed VoiceStream Wireless additions will be within the allowable stresses of the members of the above tower and its foundation. Stress levels in the controlling members were found to be at 20% over limit for the lowest portion of the tower legs. The existing lattice tower configuration requires modification in order to accept the above listed additions. The required details are presented in the following report, pages A2 through A7 If yo,ce questions regarding this design, please do not hesitate to call, Cord' Joh ,I" -'sans P.E. JAB/rrb BEISANS ENGINEERING 6501 FRANCIS AVENUE NORTH SEATTLE, WA 98103 TELEPHONE FAX (206)789 -6617 e-mail beisansemsn.com 6501 FRANCIS AVENUE NORTH SEATTLE WASHINGTON 98103 (206)789 6617 PROJECT Ediz Nook SE 6114 A Port Angeles, Washington CODE CRITERIA Building Codes) Building Department Fire Zone Occupancy Type of Construction Sprinklered yes no Seismic Zone Wind Zone SOILS CRITERIA Soils Consultant Report Number Bearing Pressures) Bearing Depth(s) Other MATERIALS CRITERIA BE1SANS ENGINEERING STRUCTURAL CWSULTING 1NSPECTIONS CALCULATION SHEETS Concrete (28 day strength) Foundation 4 Slab on Grade Structural Slab Walls Columns Other Reinforcing Steel ASTM A -615 Grade 60 Typical Grade 40 (field bent reinforcement) Masonry (CMU Grade 'N Grouted solid Inspected yesL Structural Steel ASTM A36 ASTM Axx Connectors ASTM A325 Weld Electrode E10 PROJECT NUMBER 99051 DATE 8 -20 9S PREPARED Bv. ,JAB SHEET A I LOCATION Port Angeles TIA /EIA -222 -F Zone 3 90 mph f c 2,500 psi fc= rc= f'm f'm Fy. 36 ksi Fy= 50 ksi Fy= 92 ksi Fs= 21 ksi STRUCTURAL CONSULTING INSPECT1 ONS 6501 FRANCI S AVENUE NORTH SEATTLE WASHINGTON 98103 (206)789-661 7 PROJECT Ediz Nook SE -6114 A Port Angeles, Washington 2 1/2 DIA STD STEEL PIPE 2 1/2 DIA STD STEEL PIPE L 1 3/4 X 1 3/4 X 1/8 TYPICAL I 3 DIA STD STEEL PIPE BEISANS ENGINEERING CALCULATI ON SHEETS 6 -7' PROJECT NUMBER= 9905' 1 DATE 8 -26 -99 PREPARED BY JAB SHEET A2 U) 0 UT EXISTING TOWER BASE 6501 FRANCIS AVENUE NORTH SEATTLE WASHINGTON 98103 (206)789 6617 PROJECT: Ediz Nook SE -6114 A Port Angeles Washington 2 1/2 DIA STD STEEL PIPE SECTION A SECTION 'B' 2 1/2" DIA STD STEEL PIPE ADDED SLEEVES PER SECTIONS "D' 4 'E' NOTEI ADDED MEMERS TTPIGAL THREE SIDES OF TOWER ALL ADD MEMBERS TO BE GALVANIZED PRIOR TO INSTALLATION. SLEEVES TO EXTEND TO LEG AS AS FAR AS BRACING PERMITS BEISANS ENGINEERING STRUCTURAL CENSUL11 NG 1NSPE CNS CALCULATI ON SHEETS 3 DIA STD STEEL PIPE ADD L 4X4X3/8 1 1 I I 111 11 I 1 J /ADD L 4X4X3/8 ill Te ADD L 4X4X3/8 sst �1�}V'' ADD L 4k4X3/8 I .11 N t 6 -7' PROJECT NUMBER 99051 DATE 8 -20 -99 PREPARED BYI JAB SHEET P6\J 11; 1 ;1 SECTION 'C' ADDED L 15X15XI/8 ADDED L 15X15X1/8 ADDED L 15X15XI/8 ADDED L 15XISXI /8 MODIFIED TOWER E3/4SE 0 I BEISANS ENGINEERING STRUCTURAL CONSU.TI NG 1 NSPEC TI ONS 6501 FRANCI S AVENUE NORTH SEATTLE WASHI NGTON 98103 (206)789-661 7 PROJECT Ediz 4-look SE -6114 ,4 Port Angeles Washington EXISTING TO ,ER LEG DIAGONAL BRACING CALCULATION SHEETS (2) 5/8' DIAM. GALVANIZED A301 MACHINE BOLTS 11/4' I l3l q Vr v Q 1.1 ti T SECTION "A1" I -0 PROJECT NUMBER. SS051 DATE 8 -26 SS PREPARED BY JAB SHEET 4- ADDED 4x ANGLE PER ELEVATION ADDED I/4' PLATE FIELD VERIFY AND MATCH EXISTING GUSSET PLATE AND BOLTS 6501 FRANCI S AVENUE NORTH SEATTLE WASHINGTON 98103 (206)789-661 7 PROJECT Ediz hook 5E -6114 A Por Angeles Washington BEISANS ENGINEERING STRUCTURAL CONSULTING 1 NSPECTI DNS CALCULATI ON SHEETS I I/2' (2) 1/Y DIAM. GALVANIZED r- A301 MACHINE BOLTS FB PER SECTION 'C' ADDED ANGLE PER ELEVATION SECTION "8 PROJECT NUMBERS 99057 DATE 5-20 -99 PREPARED BY JAB SHEET A 6501 FRANCIS AVENUE NORTH SEATTLE WASHINGTON 98103 (206)789 -6617 PROJECT £diz 1-look 5E -61I4 A Port Angeles Washington BEISANS ENGINEERING STRUCTURAL CONSULTING 1 NSPECTI ONS I I CONNECTION AND PLATE H/ z 1 1 z II I I 7 (2) V2' DIAM, GALVANIZED A301 MACHINE BOLTS CALCULATION SHEETS 1.� SECTION HC'1 I• I' -0• SHEET PROJECT NUMBER 99051 DATE 8 -20 99 PREPARED BY• JAB ADDED ANGLE PER ELEVATION EXISTING DIAGONAL REPLACE EXISTING SPACER PLATE w/FB MATCHING EXISTING PLATE THICKNES BY 2' WIDE PROJECT Ediz Hook 5E -6114 A Port Angeles Washington BEISANS ENGINEERING STRUCTURAL CONSULTING INSPECTIONS 6501 FRANCIS AVENUE NORTH SEATTLE WASHINGTON 98103 (206)789 -6617 TYPICAL (4) PLACES V 3/16 SECTION 1111 CALCULATI ON SHEETS ADDED ANGLES PER ELEVATION 4' DIAM DOUBLE EXTRA STRONG PIPE w /L5X5X5/8 UELDED FULL LENGTH OF SPLIT PIPE. ADDED PIPE TO FIT SNUG TO EXISTING TOWER LEG PIPE FB 3/8'X3X3 I• I' -0' ADDED ANGLES PER ELEVATION SECTION "ED" 1 1' -0 PROJECT NUMBER. 89051 5 -26 99 JAB PR IR' DIAM A301 MACHINE BOLTS 24' oz. 4 6 FROM ANGLE ENDS INSTALL w/ 45' BEVELED WASHERS 3/16 V \TYPICAL (4) PLACES 5 DIAM DOUBLE EXTRA STRONG PIPE w/L4X4X1/2 WELDED FULL LENGTH OF SPLIT PIPE. ADDED PIPE TO FIT SNUG TO EXISTING TOWER LEG PIPE I/2' DIAM 4301 MACHINE BOLTS 24' oz. 4 6 FROM ANGLE ENDS DOUBLE NUT TYPICAL 6501 FRANCIS AVENUE NORTH SEATTLE, WASHINGTON 98103 (206)789 -6617 PROJECT Ediz SE- 6114 -A PROJECT NUMBER* 9905 Port Angeles, Washington DATE. 8 -20-99 PREPARED BY JAB SHEET PC gJ OF Ice load on tower members: t= 0.5 inches of ice thickness w= 0.032407 pci weight of ice caclulations for angles: member diam leg thickness flat area cylindrical. inner legs outer legs ends LHT 3.5 0 6.283185 LG 2.875 0 5.301438 LF 2.875 0 5.301438 LE 2.375 0 4.516039 LDB 1.25 0 2.748894 LDT 1.25 0 2.748894 LCB 1 125 0 2.552544 2.552544 f. 10855 1 75 0 125 1 75 1.625 �3 2.75 3.5 7 952156 OTHER 1.5 0 125 1.5 1.625 2.25 3 7 952156 0.75 ROD 0.75 0 1.963495 :;r 0.625 ROD 0.625 0 1 767146 ;o for cylndrs: inner outer 9.6211275 15.90431 6.4918067 11 79324 6.4918067 11 79324 4 4301365 8.946176 1.2271846 3.976078 1.2271846 3.976078 0.9940196 3.546564 0 4417865 2.405282 0.3067962 2.073942 BEISANS ENGINEERING 6501 FRANCIS AVENUE NORTH PROJECT Ediz SE- 6114 -A Port Angeles, Washington Wind Forces on Triangular Lattice Tower Ediz Hook 8/7/99 Wind= ice= Tower Ht= ht z width -bolt width -top panels Diagonal length width -legs width -diags width ladder width -horz flat areas: legs diags ladder horz cyln areas: legs diags ladder horz flat area cyln area tot area gross e Cf Rr Ae Kz qz conversion to 90D Wind Force Force /ft of tower! Section I bottom- LHT 10 5 6.33333333 5.83333333 2 15.7449278 3.5 1 75 0 0 0 9 18454122 0 0 5.83333333 0 0 0 9.18454122 5.83333333 15.0178745 60.8333333 0.24686917 2.44692582 0.60108164 12.6908508 1 25.6 1.0567 976.230413 97.62304131 BEISANS ENGINEERING 100 mph Exp C O in 100 ft lower- LG 20 20 5.8333333 4.8333333 Gh I mid- LFI 20 40 4.8333333 3.8333333 4 6 29 199465 32.713279 2.875 2.875 1.5 1.5 0 0 0 0 0 13.99141 0 0 9.5833333 0 0 0 13.99141 9.5833333 23.574744 106.66667 0.2210132 2.5273171 0.5949119 19.692649 1 25.6 1.0431 1544 468 77.2234011 0 15.675113 0 0 9.5833333 0 0 0 15.675113 9.5833333 25.258446 86.666667 0.2914436 2.3190089 0.6133191 21.552754 1.0565019 27.04645 1.0051 1578.9699 78.948495 SEATTLE, WASHINGTON 98103 (206)789 -6617 O ft PROJECT NUMBER: DATE: PREPARED BY* 4"\ SHEEP NOTE: This sheet does not include ICE gamma= 0.05 ft/ft taper lower gamma2= 0.0291667 ft/ft taper top 20' 1 162115 upper- LEI L top- LDBI 20 10 60 75 3.8333333 2.8333333 2.8333333 2.3333333 9905 8-20-99 JAB OF M top- LDTIU top- LCB1 10 10 85 95 2.3333333 2.0416667 2.0416667 1 75 6 8 8 8 28.180721 22.901607 20 133464 18.142051 2.375 1.25 1.25 1 125 1.5 0 75 0.75 0.625 0 0 0 0 0 75 0.75 0 75 0.625 0 0 0 0 11 154869 0 0 0 0 0 0 0 0.1770833 0.1458333 0.1276042 0.0911458 7.9166667 2.0833333 2.0833333 1.875 0 1 4313504 1.2583415 0.9448985 0 0 0 0 0.1770833 0.1458333 01276042 0.0911458 11.331952 0.1458333 0.1276042 0.0911458 8.09375 3.6605171 3.469279 2.9110443 19.425702 3.8063504 3.5968832 3.0021902 66.666667 25.833333 21.875 18.958333 0.2913855 0.1473426 0.1644289 01583573 2.3191668 2.7813033 2.7191093 2.7409827 0.6133018 0.581072 0.5837888 0.5827893 16.295864 2.2728574 2.1529304 1 7876713 1 186266 1.2643598 1.3103926 1.352704 30.36841 32.36761 33.54605 34.629221 0.9752 0.96137 0.95087 0 94475 1300.6913 228.59717 217.00429 186.29564 65.0345651 22.8597171 21 700429! 18.629564 PROJECT Ediz SE- 6114 -A Port Angeles, Washington Wind Forces on Triangular Lattice Tower Ediz Hook 8/7/99 Wind= ice= Tower Ht= Section( ht z width -bolt width -top panels Diagonal length width -legs width -diags width ladder width -horz flat areas: legs diags ladder horz cyln areas: legs diags ladder horz flat area cyln area tot area gross e Cf Rr Ae Kz qz conversion to 90D Wind Force Force /ft of tower( BEISANS ENGINEERING T 6501 FRANCIS AVENUE NORTH SEATTLE, WASHINGTON 98103 (206)789 -6617 100 mph Exp C 0.5 in 0.0416667 ft 100 ft Gh 1 162115 PROJECT NUMBER' DATE: PREPARED BY' SHEET St' I D NOTE: This sheet includes ICE gamma= 0.05 ft/ft taper lower gamma2= 0.0291667 ft/ft taper top 20' bottom- LHTI lower- LG( mid- LF$ upper- LEI L top- LDB 10 20 20 20 10 5 20 40 60 75 6.33333333 5.8333333 4.8333333 3.8333333 2.8333333 5.83333333 4.8333333 3.8333333 2.8333333 2.3333333 2 4 6 6 8 15.7449278 29 199465 32.713279 28.180721 22.901607 3.5 2.875 2.875 2.375 1.25 1 75 1.5 1.5 1.5 0.75 0 0 0 0 0 0 0 0 0.75 0.75 0 0 0 0 0 918454122 13.99141 15.675113 11 154869 0 0 0 0 0 0 0 0 0 0.1770833 0.1458333 7.5 12.916667 12.916667 11.25 3 75 2.62415463 4.8665775 5.4522132 4.6967868 3.3398177 0.83333333 1.6666667 1.6666667 1.6666667 0 0 0 0 0.4131944 0.3402778 918454122 13.99141 15.675113 11.331952 0.1458333 10.957488 19 449911 20.035547 18.026648 7 4300955 20.1420292 33.441321 35.710659 29.3586 7.5759288 60.8333333 106.66667 86.666667 66.666667 25.833333 0.33110185 0.3135124 0.4120461 0.440379 0.2932618 2.21655799 2.2606778 2.0406421 1 9895932 2.3140781 0.6259105 0.6201279 0.6565888 0.6689062 0.6138613 16.042948 26.052843 28.830228 23.390088 4 7068811 1 1 1.0565019 1 186266 1.2643598 25.6 25.6 27.04645 30.36841 32.36761 1.0567 1.0431 1.0051 0.9752 0.96137 1117.90286 1827 7165 1858.59 1601.6256 393.87784 111 790286 91.385824 92.92951 80.081281 39.387784 990; 8 -20-99 JAB OF M top- LDT( 10 85 2.3333333 2.0416667 8 20 133464 1.25 0.75 0 0.75 0 0 0 0.1276042 3.75 2.9361301 0 0.2977431 0 1276042 6.9838732 71114774 21.875 0.3250961 2.2313857 0.6239006 4 4848469 1.3103926 33.54605 0.95087 370.96585 37.0965851 U top- LCBI 10 95 2.0416667 1 75 8 18 142051 1 125 0.625 0 0.625 0 0 0 0 0911458 3.5416667 2.4567361 0 0.2369792 0.0911458 6.2353819 6.3265277 18.958333 0.333707 2.2102024 0.6267938 3.9994444 1.352704 34.629221 0.94475 336.07829 33.607829 bare: ice: 6501 FRANCIS AVENUE NORTH SEATTLE, WASHINGTON 96103 (206)789 -6617 PROJECT Ediz SE- 6114 -A Port Angeles. Washington Further appurtenances Ediz Hook wind at 100 mph C converted to 90 mph D w/ 0.5" ice EE1SANS ENGINEERING OTIRZRIPIAL 001111A70113 PROJECT NUMBER: 9905'+ DATE 8 -20 -99 PREPARED BY JAB SHEET f OF conversion to ht qnty width length qz Gh Ca 90 mph D force New antenna array (1 of 3 25 7 0.1979167 4.2291667 25.6 1162115 1.2 1.0212 213.60743 25 2 0.1666667 13 25.6 1162115 2 1.0212 263.30068 25 4 0.1666667 4 25.6 1162115 2 1.0212 162.03119 25 2 0.1666667 5 25.6 1162115 1.2 1.0212 60.761696 antennas 7 0.6666667 4.6666667 25.6 1162115 2 1.0212 1323.2547 2022.9557 Passive Reflector 25 7 0.0833333 4.2291667 25.6 1 162115 1.2 1.0212 89 939969 25 2 0.0833333 13 25.6 1162115 1.2 1.0212 78.990205 25 4 0.0833333 4 25.6 1162115 1.2 1.0212 48.609357 25 2 0.0833333 5 25.6 1162115 1.2 1.0212 30.380848 25 2 0.0833333 4.6666667 25.6 1162115 1.2 10212 28.355458 276.27584 Kz 70 1 4 1 1.2396804 1 162115 0.00351 0 964657 195.11878 PROJECT Ediz SE- 6114 -A Port Angeles, Washington BEISANS ENGINEERING STRUCTURAL CONSULTING 6501 FRANCIS AVENUE NORTH SEATTLE, WASHINGTON 98103 (206)789 -6617 Comoarison of 90 moh exLD vs 100 moh exp Based on ASCE 7 -88 (basis for EIA -TIA standard used by UBC '97) 90 mph Pv =20.7 100 mph Pv =25.6 PROJECT NUMBER: 9905' DATE 8 -20-99 PREPARED BY: �J JAB A SHEET I OF Ht Kz exp D Gz exp D Kz *Gz *Pv Kz exp C Gz exp C Kz *Gz *Pv ratio 15 1.2 1 15 28.566 0.8 1.32 27 0336 1.056685 20 1.27 114 29.96946 0.87 1.29 28.73088 104311 25 1.32 113 30.87612 0.93 1.27 30.23616 1021165 30 1.37 112 3176208 0.98 1.26 31.61088 1004783 40 146 111 33.54642 1.06 1.23 33.37728 1.005068 50 1.52 11 34.6104 113 1.21 35.00288 0.988787 60 1.58 1.09 35.64954 119 1.2 36.5568 0.975182 70 1.63 1.08 36.44028 1.24 1 19 37 77536 0.964657 80 1.67 1.08 37.33452 1.29 118 38.96832 0.958074 90 171 1.07 37.87479 1.34 117 4013568 0.943669 100 175 1.07 38.76075 1.38 116 40.98048 0.945834 6501 FRANCIS AVENUE NORTH SEATTLE, WASHINGTON 98103 (206)789 -6617 PROJECT Ediz SE -6114-A Port Angeles, Washington BEISANS ENGINEERING PROJECT NUMBER 99055- DATE 8-20-99 PREPARED BY JAB SHEET A V; OF V•-4o0E1- CO Pk AUR.I4 0,0 STRUCIIJRAL TNO 6501 FRANCIS AVENUE NORTH SEATTLE, WASHINGTON 98103 (206)789 -6617 PROJECT Ediz SE- 6114 -A Port Angeles, Washington BEISANS ENGINEERING PROJECT NUMBER: 99051 DATE: 8 -20 -99 PREPARED BY JAB SHEET A 4 OF ST►'t U -Tk.) ru4L ,'-Q1 FIG RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Units Steel Code Allowable Stress Increase Factor Include Shear Deformation Include Warping No of Sections for Member Calcs Do Redesign P -Delta Analysis Tolerance Vertical Axis Joint No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 X Coordinate ft -3 296 -3 166 -3 036 -2 906 -2 776 -2 645 -2 515 -2 429 2 342 2 255 2 168 -2 082 -1 995 -1 908 -1 821 -1 735 1 648 -1 561 1 475 1 442 -1 409 1 377 1 344 1 312 1 279 -1 247 -1 214 -1 195 -1 176 -1 157 -1 138 1 119 -1 100 -1 081 US Standard AISC 9th Edition ASD 1 333 Yes Yes 2 Yes 0 50% Z Joint Coordinates Y Z Coordinate Coordinate ft ft 1 903 0 000 -1 828 5 000 1 753 10.000 1 678 15 000 1 602 20 000 1 527 25 000 1 452 30 000 -1 402 33 333 1 352 36 667 1 302 40 000 1 252 43 333 1 202 46 667 1 152 50 000 -1 102 53 333 1 052 56 667 -1 002 60 000 -0 951 63 333 -0 901 66 667 -0 851 70 000 0 833 71 250 -0 814 72 500 0 795 73 750 0 776 75 000 0 757 76 250 0 739 77 500 -0 720 78 750 -0 701 80 000 0 690 81 250 -0 679 82 500 0 668 83 750 0 657 85 000 0 646 86 250 0 635 87 500 0 624 88 750 Job Page 1 Date 8/20/99 File EDIZRR70 Joint Temperature iF O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Joint No 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 X Coordinate ft -1 063 -1 044 -1 025 -1 006 0 987 -0 968 -0 949 -0 930 0 911 3 296 3 166 3 036 2 906 2 776 2 645 2 515 2 429 2 342 2 255 2 168 2 082 1 995 1 908 1 821 1 735 1 648 1 561 1 475 1 409 1 344 1 279 1 214 1 176 1 138 1 100 1 063 1 025 O 987 O 949 O 911 O 000 O 000 O 000 O 000 O 000 O 000 Joint Coordinates Y Coordinate ft 0 613 -0 602 -0 592 -0 581 0 570 0 559 0 548 -0 537 -0 526 1 903 1 828 1 753 1 678 1 602 1 527 1 452 -1 402 -1 352 -1 302 1 252 1 202 1 152 1 102 1 052 1 002 -0 951 0 901 -0 851 0 814 -0 776 0 739 0 701 -0 679 -0 657 -0 635 0 613 0 592 0 570 0 548 -0 526 1 865 1 789 1 714 1 639 1 564 1 489 Z Coordinate ft 90 000 91 250 92 500 93 750 95 000 96 250 97 500 98 750 100 000 0 000 5 000 10 000 15 000 20 000 25 000 30 000 33 333 36 667 40 000 43 333 46 667 50 000 53 333 56 667 60 000 63 333 66 667 70 000 72 500 75 000 77 500 80 000 82 500 85 000 87 500 90 000 92 500 95 000 97 500 100 000 2 550 7 552 12 555 17 557 22 560 27 563 Job Page 2 Date 8/20/99 File EDIZRR70 Joint Temperature iF O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 0 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Joint No 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 X Coordinate ft O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 1 442 1 377 1 312 1 247 1 195 1 157 1 119 1 081 1 044 1 006 O 968 O 930 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 Joint Coordinates Y Z Coordinate Coordinate ft ft 1 427 31 696 -1 377 35 030 -1 327 38 365 1 276 41 699 1 226 45 034 1 176 48 369 1 126 51 704 -1 076 55 039 1 026 58 374 -0 976 61 709 0 926 65 045 -0 876 68 381 -0 833 71 250 -0 795 73 750 -0 757 76 250 0 720 78 750 0 690 81 250 0 668 83 750 0 646 86 250 -0 624 88 750 0 602 91 250 -0 581 93 750 -0 559 96 250 0 537 98 750 3 806 0 000 3 656 5 000 3 505 10 000 3 355 15 000 3 205 20 000 3 055 25 000 2 904 30 000 2 804 33 333 2 704 36 667 2 604 40 000 2 504 43 333 2 404 46 667 2 304 50 000 2 203 53 333 2 103 56 667 2 003 60 000 1 903 63 333 1 803 66 667 1 703 70 000 1 628 72 500 1 552 75 000 1 477 77 500 Job Page 3 Date 8/20/99 File EDIZRR70 Joint Temperature iF O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Joint No 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 X Coordinate ft O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 1 615 1 550 1 485 1 420 1 354 1 289 1 236 1 192 1 149 1 105 1 062 1 019 O 975 O 932 O 889 O 845 O 802 O 758 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 -1 615 -1 550 -1 485 -1 420 -1 354 -1 289 -1 236 Joint Coordinates Y Z Coordinate Coordinate ft ft 1 402 80 000 1 358 82 500 1 315 85 000 1 271 87 500 1 227 90 000 1 183 92 500 1 139 95 000 1 095 97 500 1 052 100 000 O 932 2 550 O 895 7 552 O 857 12 555 O 820 17 557 O 782 22 560 O 744 27 563 O 713 31 696 O 688 35 030 O 663 38 365 O 638 41 699 O 613 45 034 O 588 48 369 O 563 51 704 O 538 55 039 O 513 58 374 O 488 61 709 O 463 65 045 O 438 68 381 1 665 71 250 1 590 73 750 1 515 76 250 1 440 78 750 1 380 81 250 1 336 83 750 1 293 86 250 1 249 88 750 1 205 91 250 1 161 93 750 1 117 96 250 1 074 98 750 O 932 2 550 O 895 7 552 O 857 12 555 O 820 17 557 O 782 22 560 O 744 27 563 O 713 31 696 Job Page 4 Date 8/20/99 File EDIZRR70 Joint Temperature zF O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 O 00 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Joint No X K /in 1 Reaction 44 Reaction 105 Reaction Joint No 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 Material Young's Label Modulus Ksi STL 29000 00 TUBE 29000 00 Member Joints No I J K 1 1 184 2 2 185 3 3 186 X Coordinate ft -1 192 -1 149 -1 105 -1 062 -1 019 -0 975 -0 932 -0 889 0 845 -0 802 0 758 -3 231 -3 101 2 971 -2 841 3 231 3 101 2 971 2 841 O 000 O 000 O 000 O 000 Joint Coordinates Y Coordinate ft O 688 O 663 O 638 O 613 O 588 O 563 O 538 O 513 O 488 O 463 O 438 1 865 1 790 -1 715 1 640 1 865 1 790 1 715 -1 640 3 731 3 581 3 430 3 280 Boundary Conditions Translation Y K /in Reaction Reaction Reaction x Axis Rotate Materials (General) Shear Poisson's Thermal Modulus Ratio Coef Ksi 10'5½F 11154 00 0 3000 0 65000 11154 00 0 3000 0 65000 Members LHT LHT LG BenPIN Z Coordinate ft 35 030 38 365 41 699 45 034 48 369 51 704 55 039 58 374 61 709 65 045 68 381 2 500 7 500 12 500 17 500 2 500 7 500 12 500 17 500 2 500 7 500 12 500 17 500 Job Page Date File Section End Releases Offsets Set I MMM J MMM I -End J -End xyzxyz- xyzxyz -in in BenPIN 5 8/20/99 EDIZRR70 Joint Temperature iF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Rotation Z Mx My Mz K /in K Reaction Reaction Reaction Weight Density K/ft3 0 490 0 490 Yield Stress Ksi 36 00 50 00 Inactive? Label Length ft 2 50 2 50 2 50 RISA -3D (R) Version 3 01 Beisans Engineering Ria Imports Job 6501 Francis Avenue North Page 6 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Members Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I MMM J MMM I -End J -End Label Length xyzxyz- xyzxyz -in in ft 4 4 187 LG 2 50 5 5 6 LG 5 00 6 6 7 LG BenPIN 5 00 7 7 8 LF BenPIN 3 33 8 8 9 LF 3 33 9 9 10 LF BenPIN 3 33 10 10 11 LF 3 33 11 11 12 LF 3 33 12 12 13 LF BenPIN 3 33 13 13 14 LE BenPIN 3 33 14 14 15 LE 3 33 15 15 16 LE 3 33 16 16 17 LE 3 33 17 17 18 LE 3 33 18 18 19 LE BenPIN 3 33 19 19 20 LDB BenPIN 1 25 20 20 21 LDB 1 25 21 21 22 LDB 1 25 22 22 23 LDB 1 25 23 23 24 LDB 1 25 24 24 25 LDB 1 25 25 25 26 LDB 1 25 26 26 27 LDB BenPIN 1 25 27 27 28 LDT BenPIN 1 25 28 28 29 LDT 1 25 29 29 30 LDT 1 25 30 30 31 LDT 1 25 31 31 32 LDT 1 25 32 32 33 LDT 1 25 33 33 34 LDT 1 25 34 34 35 LDT BenPIN 1 25 35 35 36 LCB BenPIN 1 25 36 36 37 LCB 1 25 37 37 38 LCB 1 25 38 38 39 LCB 1 25 39 39 40 LCB 1 25 40 40 41 LCB 1 25 41 41 42 LCB 1 25 42 42 43 LCB 1 25 43 44 188 LHT BenPIN 2 50 44 45 189 LHT 2 50 45 46 190 LG BenPIN 2 50 46 47 191 LG 2 50 47 48 49 LG 5 00 48 49 50 LG BenPIN 5 00 49 50 51 LF BenPIN 3 33 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 7 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Members Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I MMM J MMM I -End J -End Label Length xyzxyz- xyzxyz -in in ft 50 51 52 LF 3 33 51 52 53 LF BenPIN 3 33 52 53 54 LF 3 33 53 54 55 LF 3 33 54 55 56 LF BenPIN 3 33 55 56 57 LE BenPIN 3 33 56 57 58 LE 3 33 57 58 59 LE 3 33 58 59 60 LE 3 33 59 60 61 LE 3 33 60 61 62 LE BenPIN 3 33 61 2 76 10855 BenPIN 4 07 62 4 78 10853 BenPIN 3 87 63 6 80 10844 BenPIN 3 68 64 8 82 10849 BenPIN 2 96 65 10 84 10844 BenPIN 2 82 66 12 86 10844 BenPIN 2 69 67 14 88 10836 BenPIN 2 56 68 16 90 10831 BenPIN 2 44 69 18 92 10831 BenPIN 2 32 70 62 19 LROD BenPIN BenPIN 2 95 71 1 75 10855 BenPIN 4 17 72 3 77 10853 BenPIN 3 97 73 5 79 10851 BenPIN 3 78 74 7 81 10849 BenPIN 3 03 75 9 83 10849 BenPIN 2 89 76 11 85 10844 BenPIN 2 76 77 13 87 10836 BenPIN 2 62 78 15 89 10836 BenPIN 2 50 79 17 91 10831 BenPIN 2 38 80 62 20 LROD BenPIN BenPIN 3 17 81 20 63 LROD BenPIN BenPIN 3 11 82 63 22 LROD BenPIN BenPIN 3 05 83 22 64 LROD BenPIN BenPIN 2 99 84 64 24 LROD BenPIN BenPIN 2 94 85 24 65 LROD BenPIN BenPIN 2 88 86 65 26 LROD BenPIN BenPIN 2 82 87 26 66 LROD BenPIN BenPIN 2 76 88 66 27 MROD BenPIN BenPIN 2 43 89 66 28 MROD BenPIN BenPIN 2 71 90 28 67 MROD BenPIN BenPIN 2 68 91 67 30 MROD BenPIN BenPIN 2 65 92 30 68 MROD BenPIN BenPIN 2 61 93 68 32 MROD BenPIN BenPIN 2 58 94 32 69 MROD BenPIN BenPIN 2 55 95 69 34 MROD BenPIN BenPIN 2 51 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 8 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Members Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I MMM J MMM I -End J -End Label Length xyzxyz xyzxyz -in in ft 96 34 70 MROD BenPIN BenPIN 2 48 97 70 35 UROD BenPIN BenPIN 2 13 98 70 36 UROD BenPIN BenPIN 2 45 99 36 71 UROD BenPIN BenPIN 2 42 100 71 38 UROD BenPIN BenPIN 2 38 101 38 72 UROD BenPIN BenPIN 2 35 102 72 40 UROD BenPIN BenPIN 2 32 103 40 73 UROD BenPIN BenPIN 2 29 104 73 42 UROD BenPIN BenPIN 2 26 105 42 74 UROD BenPIN BenPIN 2 22 106 74 43 UROD BenPIN BenPIN 1 82 107 44 75 10855 BenPIN BenPIN 4 17 108 75 2 10855 BenPIN BenPIN 4 00 109 45 76 10855 BenPIN BenPIN 4 07 110 76 3 10855 BenPIN BenPIN 3 90 111 46 77 10853 BenPIN BenPIN 3 97 112 77 4 10853 BenPIN BenPIN 3 80 113 47 78 10853 BenPIN BenPIN 3 87 114 78 5 10853 BenPIN BenPIN 3 70 115 48 79 10851 BenPIN BenPIN 3 78 116 79 6 10851 BenPIN BenPIN 3 60 117 49 80 10844 BenPIN BenPIN 3 68 118 80 7 10844 BenPIN BenPIN 3 50 119 50 81 10849 BenPIN BenPIN 3 03 120 81 8 10849 BenPIN BenPIN 2 93 121 51 82 10849 BenPIN BenPIN 2 96 122 82 9 10849 BenPIN BenPIN 2 86 123 52 83 10849 BenPIN BenPIN 2 89 124 83 10 10849 BenPIN BenPIN 2 79 125 53 84 10844 BenPIN BenPIN 2 82 126 84 11 10844 BenPIN BenPIN 2 72 127 54 85 10844 BenPIN BenPIN 2 76 128 85 12 10844 BenPIN BenPIN 2 65 129 55 86 10844 BenPIN BenPIN 2 69 130 86 13 10844 BenPIN BenPIN 2 58 131 56 87 10836 BenPIN BenPIN 2 62 132 87 14 10836 BenPIN BenPIN 2 51 133 57 88 10836 BenPIN BenPIN 2 56 134 88 15 10836 BenPIN BenPIN 2 44 135 58 89 10836 BenPIN BenPIN 2 50 136 89 16 10836 BenPIN BenPIN 2 38 137 59 90 10831 BenPIN BenPIN 2 44 138 90 17 10831 BenPIN BenPIN 2 31 139 60 91 10831 BenPIN BenPIN 2 38 140 91 18 10831 BenPIN BenPIN 2 25 141 61 92 10831 BenPIN BenPIN 2 32 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 9 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Members Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I MMM J MMM I -End J -End Label Length xyzxyz- xyzxyz -in in ft 142 92 19 10831 BenPIN BenPIN 2 19 143 62 93 LDB BenPIN 1 25 144 93 63 LDB 1 25 145 63 94 LDB 1 25 146 94 64 LDB 1 25 147 64 95 LDB 1 25 148 95 65 LDB 1 25 149 65 96 LDB 1 25 150 96 66 LDB BenPIN 1 25 151 66 97 LDT BenPIN 1 25 152 97 67 LDT 1 25 153 67 98 LDT 1 25 154 98 68 LDT 1 25 155 68 99 LDT 1 25 156 99 69 LDT 1 25 157 69 100 LDT 1 25 158 100 70 LDT BenPIN 1 25 159 70 101 LCB BenPIN 1 25 160 101 71 LCB 1 25 161 71 102 LCB 1 25 162 102 72 LCB 1 25 163 72 103 LCB 1 25 164 103 73 LCB 1 25 165 73 104 LCB 1 25 166 104 74 LCB 1 25 167 105 192 LHT BenPIN 2 50 168 106 193 LHT 2 50 169 107 194 LG BenPIN 2 50 170 108 195 LG 2 50 171 109 110 LG 5 00 172 110 111 LG BenPIN 5 00 173 111 112 LF BenPIN 3 33 174 112 113 LF 3 33 175 113 114 LF BenPIN 3 33 176 114 115 LF 3 33 177 115 116 LF 3 33 178 116 117 LF BenPIN 3 33 179 117 118 LE BenPIN 3 33 180 118 119 LE 3 33 181 119 120 LE 3 33 182 120 121 LE 3 33 183 121 122 LE 3 33 184 122 123 LE BenPIN 3 33 185 45 137 10855 BenPIN 4 07 186 47 139 10853 BenPIN 3 87 187 49 141 10844 BenPIN 3 68 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 10 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Members Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I MMM J MMM I -End J -End Label Length xyzxyz- xyzxyz -in in ft 188 51 143 10849 BenPIN 2 96 189 53 145 10844 BenPIN 2 82 190 55 147 10844 BenPIN 2 69 191 57 149 10836 BenPIN 2 56 192 59 151 10831 BenPIN 2 44 193 61 153 10831 BenPIN 2 32 194 123 62 LROD BenPIN BenPIN 2 95 195 44 136 10855 BenPIN 4 17 196 46 138 10853 BenPIN 3 97 197 48 140 10851 BenPIN 3 78 198 50 142 10849 BenPIN 3 03 199 52 144 10849 BenPIN 2 89 200 54 146 10844 BenPIN 2 76 201 56 148 10836 BenPIN 2 62 202 58 150 10836 BenPIN 2 50 203 60 152 10831 BenPIN 2 38 204 123 93 LROD BenPIN BenPIN 3 17 205 93 124 LROD BenPIN BenPIN 3 11 206 124 94 LROD BenPIN BenPIN 3 05 207 94 125 LROD BenPIN BenPIN 2 99 208 125 95 LROD BenPIN BenPIN 2 94 209 95 126 LROD BenPIN BenPIN 2 88 210 126 96 LROD BenPIN BenPIN 2 82 211 96 127 LROD BenPIN BenPIN 2 7E 212 127 66 MROD BenPIN BenPIN 2 43 213 127 97 MROD BenPIN BenPIN 2 71 214 97 128 MROD BenPIN BenPIN 2 68 215 128 98 MROD BenPIN BenPIN 2 6E 216 98 129 MROD BenPIN BenPIN 2 61 217 129 99 MROD BenPIN BenPIN 2 58 218 99 130 MROD BenPIN BenPIN 2 5E 219 130 100 MROD BenPIN BenPIN 2 51 220 100 131 MROD BenPIN BenPIN 2 4E 221 131 70 UROD BenPIN BenPIN 2 1_ 222 131 101 UROD BenPIN BenPIN 2 4E 223 101 132 UROD BenPIN BenPIN 2 4, 224 132 102 UROD BenPIN BenPIN 2 38 225 102 133 UROD BenPIN BenPIN 2 3` 226 133 103 UROD BenPIN BenPIN 2 3, 227 103 134 UROD BenPIN BenPIN 2 2` 228 134 104 UROD BenPIN BenPIN 2 2( 229 104 135 UROD BenPIN BenPIN 2 2 230 135 74 UROD BenPIN BenPIN 1 8 231 105 136 10855 BenPIN BenPIN 4 1 232 136 45 10855 BenPIN BenPIN 4 0( 233 106 137 10855 BenPIN BenPIN 4 0 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 11 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Members Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I MMM J MMM I -End J -End Label Length xyzxyz- xyzxyz -in in ft 234 137 46 10855 BenPIN BenPIN 3 90 235 107 138 10853 BenPIN BenPIN 3 97 236 138 47 10853 BenPIN BenPIN 3 80 237 108 139 10853 BenPIN BenPIN 3 87 238 139 48 10853 BenPIN BenPIN 3 70 239 109 140 10851 BenPIN BenPIN 3 78 240 140 49 10851 BenPIN BenPIN 3 60 241 110 141 10844 BenPIN BenPIN 3 68 242 141 50 10844 BenPIN BenPIN 3 50 243 111 142 10849 BenPIN BenPIN 3 03 244 142 51 10849 BenPIN BenPIN 2 93 245 112 143 10849 BenPIN BenPIN 2 96 246 143 52 10849 BenPIN BenPIN 2 86 247 113 144 10849 BenPIN BenPIN 2 89 248 144 53 10849 BenPIN BenPIN 2 79 249 114 145 10844 BenPIN BenPIN 2 82 250 145 54 10844 BenPIN BenPIN 2 72 251 115 146 10844 BenPIN BenPIN 2 76 252 146 55 10844 BenPIN BenPIN 2 65 253 116 147 10844 BenPIN BenPIN 2 69 254 147 56 10844 BenPIN BenPIN 2 58 255 117 148 10836 BenPIN BenPIN 2 62 256 148 57 10836 BenPIN BenPIN 2 51 257 118 149 10836 BenPIN BenPIN 2 56 258 149 58 10836 BenPIN BenPIN 2 44 259 119 150 10836 BenPIN BenPIN 2 50 260 150 59 10836 BenPIN BenPIN 2 38 261 120 151 10831 BenPIN BenPIN 2 44 262 151 60 10831 BenPIN BenPIN 2 31 263 121 152 10831 BenPIN BenPIN 2 38 264 152 61 10831 BenPIN BenPIN 2 25 265 122 153 10831 BenPIN BenPIN 2 32 266 153 62 10831 BenPIN BenPIN 2 19 267 123 154 LDB BenPIN 1 25 268 154 124 LDB 1 25 269 124 155 LDB 1 25 270 155 125 LDB 1 25 271 125 156 LDB 1 25 272 156 126 LDB 1 25 273 126 157 LDB 1 25 274 157 127 LDB BenPIN 1 25 275 127 158 LDT BenPIN 1 25 276 158 128 LDT 1 25 277 128 159 LDT 1 25 278 159 129 LDT 1 25 279 129 160 LDT 1 25 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Joints x Axis No I J K Rotate 280 160 281 130 282 161 283 131 284 162 285 132 286 163 287 133 288 164 289 134 290 165 291 106 292 108 293 110 294 112 295 114 296 116 297 118 298 120 299 122 300 19 301 105 302 107 303 109 304 111 305 113 306 115 307 117 308 119 309 121 310 19 311 154 312 21 313 155 314 23 315 156 316 25 317 157 318 27 319 27 320 158 321 29 322 159 323 31 324 160 325 33 Members Section End Releases Set I MMM J MMM xyzxyz xyzxyz 130 LDT 161 LDT 131 LDT BenPIN 162 LCB BenPIN 132 LCB 163 LCB 133 LCB 164 LCB 134 LCB 165 LCB 135 LCB 167 10855 BenPIN 169 10853 BenPIN 171 10844 BenPIN 173 10849 BenPIN 175 10844 BenPIN 177 10844 BenPIN 179 10836 BenPIN 181 10831 BenPIN 183 10831 BenPIN 123 LROD BenPIN BenPIN 166 10855 BenPIN 168 10853 BenPIN 170 10851 BenPIN 172 10849 BenPIN 174 10849 BenPIN 176 10844 BenPIN 178 10836 BenPIN 180 10836 BenPIN 182 10831 BenPIN 154 LROD BenPIN BenPIN 21 LROD BenPIN BenPIN 155 LROD BenPIN BenPIN 23 LROD BenPIN BenPIN 156 LROD BenPIN BenPIN 25 LROD BenPIN BenPIN 157 LROD BenPIN BenPIN 27 LROD BenPIN BenPIN 127 MROD BenPIN BenPIN 158 MROD BenPIN BenPIN 29 MROD BenPIN BenPIN 159 MROD BenPIN BenPIN 31 MROD BenPIN BenPIN 160 MROD BenPIN BenPIN 33 MROD BenPIN BenPIN 161 MROD BenPIN BenPIN Job Page 12 Date 8/20/99 File EDIZRR70 Offsets Inactive? I -End J -End Label Length in in ft 1 25 1 25 1 25 1 25 1 25 1 25 1 25 1 25 1 25 1 25 1 25 4 07 3 87 3 68 2 96 2 82 2 69 2 56 2 44 2 32 2 95 4 17 3 97 3 78 3 03 2 89 2 76 2 62 2 50 2 38 3 17 3 11 3 05 2 99 2 94 2 88 2 82 2 7E 2 43 2 71 2 6E 2 6E 2 61 2 5E 2 5E 2 51 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 13 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Members Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I MMM J MMM I -End J -End Label Length xyzxyz- xyzxyz -in in ft 326 161 35 MROD BenPIN BenPIN 2 48 327 35 131 UROD BenPIN BenPIN 2 13 328 35 162 UROD BenPIN BenPIN 2 45 329 162 37 UROD BenPIN BenPIN 2 42 330 37 163 UROD BenPIN BenPIN 2 38 331 163 39 UROD BenPIN BenPIN 2 35 332 39 164 UROD BenPIN BenPIN 2 32 333 164 41 UROD BenPIN BenPIN 2 29 334 41 165 UROD BenPIN BenPIN 2 26 335 165 43 UROD BenPIN BenPIN 2 22 336 43 135 UROD BenPIN BenPIN 1 82 337 1 166 10855 BenPIN BenPIN 4 17 338 166 106 10855 BenPIN BenPIN 4 00 339 2 167 10855 BenPIN BenPIN 4 07 340 167 107 10855 BenPIN BenPIN 3 90 341 3 168 10853 BenPIN BenPIN 3 97 342 168 108 10853 BenPIN BenPIN 3 80 343 4 169 10853 BenPIN BenPIN 3 87 344 169 109 10853 BenPIN BenPIN 3 70 345 5 170 10851 BenPIN BenPIN 3 78 346 170 110 10851 BenPIN BenPIN 3 60 347 6 171 10844 BenPIN BenPIN 3 68 348 171 111 10844 BenPIN BenPIN 3 50 349 7 172 10849 BenPIN BenPIN 3 03 350 172 112 10849 BenPIN BenPIN 2 93 351 8 173 10849 BenPIN BenPIN 2 96 352 173 113 10849 BenPIN BenPIN 2 86 353 9 174 10849 BenPIN BenPIN 2 89 354 174 114 10849 BenPIN BenPIN 2 79 355 10 175 10844 BenPIN BenPIN 2 82 356 175 115 10844 BenPIN BenPIN 2 72 357 11 176 10844 BenPIN BenPIN 2 76 358 176 116 10844 BenPIN BenPIN 2 65 359 12 177 10844 BenPIN BenPIN 2 69 360 177 117 10844 BenPIN BenPIN 2.58 361 13 178 10836 BenPIN BenPIN 2 62 362 178 118 10836 BenPIN BenPIN 2 51 363 14 179 10836 BenPIN BenPIN 2 56 364 179 119 10836 BenPIN BenPIN 2 44 365 15 180 10836 BenPIN BenPIN 2 50 366 180 120 10836 BenPIN BenPIN 2 38 367 16 181 10831 BenPIN BenPIN 2 44 368 181 121 10831 BenPIN BenPIN 2 31 369 17 182 10831 BenPIN BenPIN 2 38 370 182 122 10831 BenPIN BenPIN 2 25 371 18 183 10831 BenPIN BenPIN 2 32 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 14 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Members Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I MMM J MMM I -End J -End Label Length xyzxyz- xyzxyz -in in ft 372 183 123 10831 BenPIN BenPIN 2 19 373 75 45 10855 BenPIN 4 00 374 76 46 10855 BenPIN 3 90 375 77 47 10853 BenPIN 3 80 376 78 48 10853 BenPIN 3 70 377 79 49 10851 BenPIN 3 60 378 80 50 10844 BenPIN 3 50 379 81 51 10849 BenPIN 2 93 380 82 52 10849 BenPIN 2 86 381 83 53 10849 BenPIN 2 79 382 84 54 10844 BenPIN 2 72 383 85 55 10844 BenPIN 2 65 384 86 56 10844 BenPIN 2 58 385 87 57 10836 BenPIN 2 51 386 88 58 10836 BenPIN 2 44 387 89 59 10836 BenPIN 2 38 388 90 60 10831 BenPIN 2 31 389 91 61 10831 BenPIN 2 25 390 92 62 10831 BenPIN 2 19 391 136 106 10855 BenPIN 4 00 392 137 107 10855 BenPIN 3 90 393 138 108 10853 BenPIN 3 80 394 139 109 10853 BenPIN 3 70 395 140 110 10851 BenPIN 3 60 396 141 111 10844 BenPIN 3 50 397 142 112 10849 BenPIN 2 93 398 143 113 10849 BenPIN 2 86 399 144 114 10849 BenPIN 2 79 400 145 115 10844 BenPIN 2 72 401 146 116 10844 BenPIN 2 65 402 147 117 10844 BenPIN 2 58 403 148 118 10836 BenPIN 2 51 404 149 119 10836 BenPIN 2 44 405 150 120 10836 BenPIN 2 38 406 151 121 10831 BenPIN 2 31 407 152 122 10831 BenPIN 2 25 408 153 123 10831 BenPIN 2 19 409 166 2 10855 BenPIN 4 00 410 167 3 10855 BenPIN 3 90 411 168 4 10853 BenPIN 3 80 412 169 5 10853 BenPIN 3 70 413 170 6 10851 BenPIN 3 60 414 171 7 10844 BenPIN 3 50 415 172 8 10849 BenPIN 2 93 416 173 9 10849 BenPIN 2 8E 417 174 10 10849 BenPIN 2 75 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 15 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Members Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I MMM J MMM I -End J -End Label Length xyzxyz- xyzxyz -in in ft 418 175 11 10844 BenPIN 2 72 419 176 12 10844 BenPIN 2 65 420 177 13 10844 BenPIN 2 58 421 178 14 10836 BenPIN 2 51 422 179 15 10836 BenPIN 2 44 423 180 16 10836 BenPIN 2 38 424 181 17 10831 BenPIN 2 31 425 182 18 10831 BenPIN 2 25 426 183 19 10831 BenPIN 2 19 427 184 2 LHT 2 50 428 185 3 LHT BenPIN 2 50 429 186 4 LG 2 50 430 187 5 LG 2 50 431 188 45 LHT 2 50 432 189 46 LHT BenPIN 2 50 433 190 47 LG 2 50 434 191 48 LG 2 50 435 192 106 LHT 2 50 436 193 107 LHT BenPIN 2 50 437 194 108 LG 2 50 438 195 109 LG 2 50 439 188 136 10831 3 23 440 136 192 10831 3 23 441 192 166 10831 3 23 442 166 184 10831 3 23 443 184 75 10831 3 23 444 75 188 10831 3 23 445 189 137 10831 3 10 446 137 193 10831 3 10 447 193 167 10831 3 10 448 167 185 10831 3 10 449 185 76 10831 3 10 450 76 189 10831 3 10 451 191 139 10831 2 84 452 139 195 10831 2 84 453 195 169 10831 2 84 454 169 187 10831 2 84 455 187 78 10831 2 84 456 78 191 10831 2 84 457 45 106 STRUT BenPIN BenPIN 6 33 458 106 2 STRUT BenPIN BenPIN 6 33 459 2 45 STRUT BenPIN BenPIN 6 33 460 46 107 STRUT BenPIN BenPIN 6 07 461 107 3 STRUT BenPIN BenPIN 6 07 462 3 46 STRUT BenPIN BenPIN 6 07 463 47 108 STRUT BenPIN BenPIN 5 81 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Members Section Length Member Set ft 2 50 2 50 2.50 2 50 5 00 5 00 3 33 3 33 3 33 3 33 3 33 3 .3 3 3 33 3 33 3 33 3 33 3 33 3 33 1 25 1 25 1 25 1 25 1 25 1 25 1 25 1 25 1 25 1 LHT 2 LHT 3 LG 4 LG 5 LG 6 LG 7 LF 8 LF 9 LF 10 LF 11 LF 12 LF 13 LE 14 LE 15 LE 16 LE 17 LE 18 LE 19 LDB 20 LDB 21 LDB 22 LDB 23 LDB 24 LDB 25 LDB 26 LDB 27 LDT AISC,NDS Lb -yy Lb -zz le2 lel ft ft Parameters Lcomp K le -bend yy ft Member Joints x Axis Section End Releases Offsets No I J K Rotate Set I MMM J MMM I -End J -End Label xyzxyz xyzxyz -in in 464 108 4 STRUT BenPIN BenPIN 465 4 47 STRUT BenPIN BenPIN 466 48 109 STRUT BenPIN BenPIN 467 109 5 STRUT BenPIN BenPIN 468 5 48 STRUT BenPIN BenPIN 469 49 110 STRUT BenPIN BenPIN 470 110 6 STRUT BenPIN BenPIN 471 6 49 STRUT BenPIN BenPIN 472 138 194 10831 BenPIN 473 168 194 10831 BenPIN 474 138 190 10831 BenPIN 475 77 190 10831 BenPIN 476 77 186 10831 BenPIN 477 168 186 10831 BenPIN Job Page 16 Date 8/20/99 File EDIZRR70 Inactive? Length ft 5 81 5 81 5 55 5 55 5 55 5 29 5 29 5 29 2 97 2 97 2 97 2 97 2 97 2 97 K Cmyy Cmzz Cb,B Sway zz CH y z RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 17 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors AISC,NDS Parameters Section Length Lb -yy Lb -zz Lcomp K K Cmyy Cmzz Cb,B Sway Member Set le2 lel le -bend yy zz CH y z ft ft ft ft 28 LDT 1 25 29 LDT 1 25 30 LDT 1 25 31 LDT 1.25 32 LDT 1 25 33 LDT 1 25 34 LDT 1 25 35 LCB 1 25 36 LCB 1 25 37 LCB 1 25 38 LCB 1 25 39 LCB 1 25 40 LCB 1 25 41 LCB 1 25 42 LCB 1 25 43 LHT 2 50 44 LHT 2 50 45 LG 2 50 46 LG 2 50 47 LG 5 00 48 LG 5 00 49 LF 3 33 50 LF 3 33 51 LF 3 33 52 LF 3 33 53 LF 3 33 54 LF 3 33 55 LE 3 33 56 LE 3 33 57 LE 3 33 58 LE 3 33 59 LE 3 33 60 LE 3 33 61 10855 4 07 62 10853 3 87 63 10844 3 68 64 10849 2 96 65 10844 2 82 66 10844 2 69 67 10836 2 56 68 10831 2 44 69 10831 2 32 70 LROD 2 95 71 10855 4 17 72 10853 3 97 73 10851 3 78 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 18 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Set AISC,NDS Parameters Section Length Lb -yy Lb -zz Lcomp K K Cmyy Cmzz Cb,B Sway let lel le -bend yy zz CH y z 74 10849 3 03 75 10849 2 89 76 10844 2 76 77 10836 2 62 78 10836 2 50 79 10831 2 38 80 LROD 3 17 81 LROD 3 11 82 LROD 3 05 83 LROD 2 99 84 LROD 2 94 85 LROD 2 88 86 LROD 2 82 87 LROD 2 76 88 MROD 2 43 89 MROD 2 71 90 MROD 2 68 91 MROD 2 65 92 MROD 2 61 93 MROD 2 58 94 MROD 2 55 95 MROD 2 51 96 MROD 2 48 97 UROD 2 13 98 UROD 2 45 99 UROD 2 42 100 UROD 2 38 101 UROD 2 35 102 UROD 2 32 103 UROD 2 29 104 UROD 2 26 105 UROD 2 22 106 UROD 1 82 107 10855 4 17 108 10855 4 00 109 10855 4 07 110 10855 3 90 111 10853 3 97 112 10853 3 80 113 10853 3 87 114 10853 3 70 115 10851 3 78 116 10851 3 60 117 10844 3 68 118 10844 3 50 119 10849 3 03 ft ft ft ft RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors AISC,NDS Section Length Lb -yy Lb -zz le2 lel ft ft ft 120 10849 2 93 121 10849 2 96 122 10849 2 86 123 10849 2 89 124 10849 2 79 125 10844 2 82 126 10844 2 72 127 10844 2 76 128 10844 2 65 129 10844 2 69 130 10844 2 58 131 10836 2 62 132 10836 2 51 133 10836 2 56 134 10836 2 44 135 10836 2 50 136 10836 2 38 137 10831 2 44 138 10831 2 31 139 10831 2 38 140 10831 2 25 141 10831 2 32 142 10831 2 19 143 LDB 1 25 144 LDB 1 25 145 LDB 1 25 146 LDB 1 25 147 LDB 1 25 148 LDB 1 25 149 LDB 1 25 150 LDB 1 25 151 LDT 1 25 152 LDT 1 25 153 LDT 1 25 154 LDT 1 25 155 LDT 1 25 156 LDT 1 25 157 LDT 1 25 158 LDT 1 25 159 LCB 1 25 160 LCB 1 25 161 LCB 1 25 162 LCB 1 25 163 LCB 1 25 164 LCB 1 25 165 LCB 1 25 Member Set Job Page 19 Date 8/20/99 File EDIZRR70 Parameters Lcomp K K Cmyy Cmzz Cb,B Sway le -bend yy zz CH y z ft RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 20 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors AISC,NDS Parameters Section Length Lb -yy Lb -zz Lcomp K K Cmyy Cmzz Cb,B Sway Member Set le2 lel le -bend yy zz CH y z ft ft ft ft 166 LCB 1 25 167 LHT 2 50 0 88 0 88 1 75 168 LHT 2 50 1 00 1 00 1 75 169 LG 2 50 0 86 0 86 1 75 170 LG 2 50 1 00 1 00 1 75 171 LG 5 00 172 LG 5 00 173 LF 3 33 174 LF 3 33 175 LF 3 33 176 LF 3 33 177 LF 3 33 178 LF 3 33 179 LE 3 33 180 LE 3 33 181 LE 3 33 182 LE 3 33 183 LE 3 33 184 LE 3 33 185 10855 4 07 186 10853 3 87 187 10844 3 68 188 10849 2 96 189 10844 2 82 190 10844 2 69 191 10836 2 56 192 10831 2 44 193 10831 2 32 194 LROD 2 95 195 10855 4 17 196 10853 3 97 197 10851 3 78 198 10849 3 03 199 10849 2 89 200 10844 2 76 201 10836 2 62 202 10836 2 50 203 10831 2 38 204 LROD 3 17 205 LROD 3 11 206 LROD 3 05 207 LROD 2 99 208 LROD 2 94 209 LROD 2 88 210 LROD 2 82 211 LROD 2 76 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 21 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors AISC,NDS Parameters Section Length Lb -yy Lb -zz Lcomp K K Cmyy Cmzz Cb,B Sway Member Set le2 lel le -bend yy zz CH y z ft ft ft ft 212 MROD 2 43 213 MROD 2 71 214 MROD 2 68 215 MROD 2 65 216 MROD 2 61 217 MROD 2 58 218 MROD 2 55 219 MROD 2 51 220 MROD 2 48 221 UROD 2 13 222 UROD 2 45 223 UROD 2 42 224 UROD 2 38 225 UROD 2 35 226 UROD 2 32 227 UROD 2 29 228 UROD 2 26 229 UROD 2 22 230 UROD 1 82 231 10855 4 17 232 10855 4 00 233 10855 4 07 234 10855 3 90 235 10853 3 97 236 10853 3 80 237 10853 3 87 238 10853 3 70 239 10851 3 78 240 10851 3 60 241 10844 3 68 242 10844 3 50 243 10849 3 03 244 10849 2 93 245 10849 2 96 246 10849 2 86 247 10849 2 89 248 10849 2 79 249 10844 2 82 250 10844 2 72 251 10844 2 76 252 10844 2 65 253 10844 2 69 254 10844 2 58 255 10836 2 62 256 10836 2 51 257 10836 2 56 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 22 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors AISC,NDS Parameters Section Length Lb -yy Lb -zz Lcomp K K Cmyy Cmzz Cb,B Sway Member Set le2 lel le -bend yy zz CH y z ft ft ft ft 258 10836 2 44 259 10836 2 50 260 10836 2 38 261 10831 2 44 262 10831 2 31 263 10831 2 38 264 10831 2 25 265 10831 2 32 266 10831 2 19 267 LDB 1 25 268 LDB 1 25 269 LDB 1 25 270 LDB 1 25 271 LDB 1 25 272 LDB 1 25 273 LDB 1 25 274 LDB 1 25 275 LDT 1 25 276 LDT 1 25 277 LDT 1 25 278 LDT 1 25 279 LDT 1 25 280 LDT 1 25 281 LDT 1 25 282 LDT 1 25 283 LCB 1 25 284 LCB 1 25 285 LCB 1 25 286 LCB 1 25 287 LCB 1 25 288 LCB 1 25 289 LCB 1 25 290 LCB 1 25 291 10855 4 07 292 10853 3 87 293 10844 3 68 294 10849 2 96 295 10844 2 82 296 10844 2 69 297 10836 2 56 298 10831 2 44 299 10831 2 32 300 LROD 2 95 301 10855 4 17 302 10853 3 97 303 10851 3 78 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors AISC,NDS Section Length Lb -yy Lb -zz le2 lel ft ft ft 304 10849 3 03 305 10849 2 89 306 10844 2 76 307 10836 2 62 308 10836 2 50 309 10831 2 38 310 LROD 3 17 311 LROD 3 11 312 LROD 3 05 313 LROD 2 99 314 LROD 2 94 315 LROD 2 88 316 LROD 2 82 317 LROD 2 76 318 MROD 2 43 319 MROD 2 71 320 MROD 2 68 321 MROD 2 65 322 MROD 2 61 323 MROD 2 58 324 MROD 2 55 325 MROD 2 51 326 MROD 2 48 327 UROD 2 13 328 UROD 2 45 329 UROD 2 42 330 UROD 2 38 331 UROD 2 35 332 UROD 2 32 333 UROD 2 29 334 UROD 2 26 335 UROD 2 22 336 UROD 1 82 337 10855 4 17 338 10855 4 00 339 10855 4 07 340 10855 3 90 341 10853 3 97 342 10853 3 80 343 10853 3 87 344 10853 3 70 345 10851 3 78 346 10851 3 60 347 10844 3 68 348 10844 3 50 349 10849 3 03 Member Set Job Page 23 Date 8/20/99 File EDIZRR70 Parameters Lcomp K K Cmyy Cmzz Cb,B Sway le -bend yy zz CH y z ft RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Section Length Member Set 350 10849 351 10849 352 10849 353 10849 354 10849 355 10844 356 10844 357 10844 358 10844 359 10844 360 10844 361 10836 362 10836 363 10836 364 10836 365 10836 366 10836 367 10831 368 10831 369 10831 370 10831 371 10831 372 10831 373 10855 374 10855 375 10853 376 10853 377 10851 378 10844 379 10849 380 10849 381 10849 382 10844 383 10844 384 10844 385 10836 386 10836 387 10836 388 10831 389 10831 390 10831 391 10855 392 10855 393 10853 394 10853 395 10851 Job Page 24 Date 8/20/99 File EDIZRR70 AISC,NDS Parameters Lb -yy Lb -zz Lcomp K K Cmyy Cmzz Cb,B Sway le2 lel le -bend yy zz CH y z ft ft ft ft 2 93 2 96 2 86 2 89 2 79 2 82 2 72 2 76 2 65 2 69 2 58 2 62 2 51 2 56 2 44 2 50 2 38 2 44 2 31 2.38 2 25 2 32 2 19 4 00 3 90 3 80 3 70 3 60 3 50 2 93 2 86 2 79 2 72 2 65 2 58 2 51 2 44 2 38 2 31 2 25 2 19 4 00 3 90 3 80 3 70 3 60 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Section Length Member Set 396 10844 397 10849 398 10849 399 10849 400 10844 401 10844 402 10844 403 10836 404 10836 405 10836 406 10831 407 10831 408 10831 409 10855 410 10855 411 10853 412 10853 413 10851 414 10844 415 10849 416 10849 417 10849 418 10844 419 10844 420 10844 421 10836 422 10836 423 10836 424 10831 425 10831 426 10831 427 LHT 428 LHT 429 LG 430 LG 431 LHT 432 LHT 433 LG 434 LG 435 LHT 436 LHT 437 LG 438 LG 439 10831 440 10831 441 10831 ft 3 50 2 93 2 86 2 79 2 72 2 65 2 58 2 51 2 44 2 38 2 31 2 25 2 19 4 00 3 90 3 80 3 70 3 60 3 50 2 93 2 86 2 79 2 72 2 65 2 58 2 51 2 44 2 38 2 31 2 25 2 19 2 50 2 50 2 50 2 50 2 50 2 50 2 50 2 50 2 50 2 50 2 50 2 50 3 23 3 23 3 23 Job Page 25 Date 8/20/99 File EDIZRR70 AISC,NDS Parameters Lb -yy Lb -zz Lcomp K K Cmyy Cmzz Cb,B Sway le2 lel le -bend yy zz CH y z ft ft ft 0 83 0 83 1 00 1 00 0 70 0 70 1 75 1 75 2 30 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 26 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors AISC,NDS Parameters Section Length Lb -yy Lb -zz Lcomp K K Cmyy Cmzz Cb,B Sway Member Set le2 lel le -bend yy zz CH y z ft ft ft ft 442 10831 3 23 443 10831 3 23 444 10831 3 23 445 10831 3 10 446 10831 3 10 447 10831 3 10 448 10831 3 10 449 10831 3 10 450 10831 3 10 451 10831 2 84 452 10831 2 84 453 10831 2 84 454 10831 2 84 455 10831 2 84 456 10831 2 84 457 STRUT 6 33 458 STRUT 6 33 459 STRUT 6 33 460 STRUT 6 07 461 STRUT 6 07 462 STRUT 6 07 463 STRUT 5 81 464 STRUT 5 81 465 STRUT 5 81 466 STRUT 5 55 467 STRUT 5 55 468 STRUT 5 55 469 STRUT 5 29 470 STRUT 5 29 471 STRUT 5 29 472 10831 2 97 473 10831 2 97 474 10831 2 97 475 10831 2 97 476 10831 2 97 477 10831 2 97 Envelope Displacements Translation Rotation Joint X lc Y lc Z lc Rx lc Ry lc Rz lc in in in rad rad rad 1 U 0 000 1 0 000 1 0 000 1 -0 00095 2 0 00013 1 0 00007 2 L 0 000 2 0 000 2 0 000 2 -0 00280 1 0 00004 2 0 00004 1 2 U 0 004 1 0 166 1 0 032 1 -0 00151 2 -0 00001 2 0 00008 2 L 0 003 2 0 053 2 0 025 2 -0 00346 1 -0 00002 1 0 00006 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Joint 3 U L 4 U L 5 U L 6 U L 7 U L 8 U L 9 U L 10 U L 11 U L 12 U L 13 U L 14 U L 15 U L 16 U L 17 U L 18 U L 19 U L 20 U L 21 U L 22 U L 23 U L 24 U L 25 U L X in O 003 1 O 003 2 O 003 1 O 002 2 O 002 1 O 002 2 O 001 2 O 000 1 O 014 1 O 012 2 -0 001 2 -0 001 1 O 007 1 O 006 2 O 003 2 O 002 1 O 005 1 O 004 2 O 003 2 O 003 1 O 005 1 O 004 2 O 006 1 O 006 2 O 004 2 O 004 1 O 005 2 O 005 1 O 003 2 O 003 1 O 005 2 O 005 1 O 000 2 O 000 1 O 001 2 O 001 1 O 000 1 O 000 2 O 001 2 O 000 1 -0 002 2 -0 002 1 O 000 2 O 000 1 O 000 1 O 000 2 Translation lc Y lc in O 422 1 O 179 2 O 797 1 O 431 2 1 269 1 O 759 2 1 816 1 1 156 2 2 310 1 1 559 2 2 712 1 1 895 2 3 112 1 2 233 2 3 558 1 2 614 2 4 022 1 3 014 2 4 518 1 3 446 2 5 032 1 3 897 2 5 579 1 4 381 2 6 164 1 4 904 2 6 780 1 5 458 2 7 429 1 6 048 2 8 101 1 6 661 2 8 808 1 7 312 2 9 078 1 7 561 2 9 349 1 7 811 2 9 624 1 8 065 2 9 901 1 8 321 2 10 179 1 8 580 2 10 459 1 8 839 2 Envelope Displacements Job Page 27 Date 8/20/99 File EDIZRR70 Rotation Z lc Rx lc Ry lc in rad rad O 059 1 O 047 2 O 087 1 O 069 2 O 108 1 O 087 2 O 122 1 O 101 2 O 136 1 O 116 2 O 144 1 O 124 2 O 150 1 O 130 2 O 155 1 O 136 2 O 159 1 O 140 2 O 161 1 O 143 2 O 162 1 O 144 2 O 166 1 0 149 2 O 169 1 O 152 2 O 170 1 0 154 2 O 169 1 O 154 2 O 166 1 O 152 2 O 162 1 O 149 2 O 159 1 O 147 2 O 157 1 O 145 2 0 155 1 0 143 2 O 152 1 O 141 2 O 149 1 O 138 2 O 146 1 O 136 2 -0 00302 2 -0 00513 1 -0 00469 2 -0 00692 1 -0 00625 2 -0 00898 1 -0 00675 2 -0 00877 1 0 00736 2 0 00893 1 -0 00827 2 0 00987 1 -0 00894 2 -0 01052 1 -0 00981 2 -0 01139 1 -0 01036 2 -0 01195 1 -0 01113 2 0 01272 1 -0 01171 2 0 01328 1 0 01253 2 -0 01409 1 -0 01347 2 -0 01501 1 -0 01432 2 -0 01584 1 -0 01501 2 -0 01650 1 0 01580 2 0 01725 1 -0 01661 2 0 01800 1 0 01660 2 0 01798 1 -0 01679 2 -0 01819 1 -0 01704 2 -0 01843 1 -0 01715 2 0 01850 1 -0 01724 2 -0 01856 1 0 01745 2 0 01876 1 O 00036 2 0 00011 1 -0 00001 1 -0 00001 2 O 00006 1 O 00005 2 O 00004 2 O 00003 1 -0 00019 2 -0 00030 1 -0 00003 2 0 00003 1 O 00012 1 O 00011 2 O 00008 1 O 00008 2 0 00002 2 -0 00002 1 0 00002 2 0 00002 1 O 00006 2 O 00005 1 0 00002 2 -0 00003 1 O 00000 2 O 00000 1 -0 00003 2 -0 00003 1 O 00001 2 O 00001 1 -0 00001 2 0 00001 1 O 00000 2 0 00001 1 O 00000 1 -0 00002 2 O 00002 1 O 00002 2 -0 00009 2 -0 00013 1 0 00001 1 -0 00001 2 O 00012 1 O 00008 2 0 00003 2 0 00004 1 Rz lc rad O 00010 2 O 00009 1 O 00011 1 O 00010 2 O 00013 1 O 00010 2 O 00011 1 O 00009 2 O 00009 1 O 00009 2 O 00010 1 O 00010 2 O 00010 1 O 00010 2 O 00011 1 O 00011 2 O 00012 1 O 00011 2 O 00012 1 O 00012 2 O 00012 1 O 00012 2 O 00012 1 O 00011 2 O 00012 1 O 00011 2 O 00012 1 O 00011 2 O 00011 1 O 00010 2 O 00011 1 O 00010 2 O 00011 1 O 00010 2 O 00007 1 O 00006 2 O 00004 1 O 00003 2 O 00002 1 O 00001 2 O 00000 1 0 00001 2 0 00002 1 0 00003 2 0 00002 1 0 00004 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Joint X in 26 U 0 000 L 0 000 27 U 0 000 L 0 000 28 U 0 000 L 0 000 29 U -0 001 L -0 001 30 U 0 000 L 0 000 31 U 0 002 L 0 002 32 U 0 000 L 0 000 33 U -0 004 L -0 005 34 U 0 000 L 0 000 35 U 0 000 L 0 000 36 U 0 000 L 0 000 37 U -0 001 L -0 001 38 U 0 000 L 0 000 39 U -0 001 L -0 001 40 U 0 000 L 0 000 41 U -0 001 L -0 001 42 U 0 000 L 0 000 43 U 0 000 L 0 000 44 U 0 000 L 0 000 45 U -0 003 L -0 004 46 U -0 003 L -0 003 47 U -0 002 L -0 003 48 U -0 002 L -0 002 Envelope Translation lc Y lc 2 1 2 1 2 1 2 1 2 1 1 2 2 1 2 1 2 1 2 1 2 1 1 2 2 1 1 2 2 1 1 2 2 1 2 1 2 1 2 1 2 1 2 1 2 1 10 9 11 9 11 9 11 9 11 10 12 10 12 10 12 10 13 11 13 11 13 11 13 12 14 12 14 12 14 12 15 13 15 13 15 13 0 0 0 0 0 0 0 0 1 0 in 742 103 026 366 312 634 598 900 886 169 174 438 462 708 759 986 066 272 340 529 633 805 925 078 218 353 511 628 805 904 098 179 392 456 685 730 000 000 166 053 422 179 796 431 269 759 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 Z in 143 133 140 130 138 128 137 127 135 125 133 124 131 122 129 120 126 118 124 116 122 114 120 112 117 109 115 107 112 105 110 102 107 100 105 098 000 000 032 025 059 047 087 069 108 087 Displacements 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 1 2 lc Rx lc rad -0 -0 -0 -0 -0 -0 -0 -0 -0 -o -0 -0 -0 -0 -0 0 -0 -0 -o -0 -0 -0 -0 0 -0 0 -0 0 -0 -0 0 -0 -0 0 -0 0 0 0 0 -0 -0 -0 0 -0 o -o 01761 01893 01768 01899 01777 01906 01786 01914 01795 01922 01790 01913 01813 01938 01909 02049 01825 01949 01827 01950 01827 01948 01827 01948 01833 01953 01836 01956 01838 01957 01841 01960 01837 01957 01820 01944 00095 00281 00151 00346 00302 00513 00469 00692 00625 00897 Rotation 0 -0 0 0 -0 -0 -0 -0 0 0 0 0 -0 -0 0 0 0 0 0 0 -0 -0 0 0 0 0 0 0 -0 -0 -0 0 0 0 0 -0 0 -0 0 0 -0 -0 0 0 -0 0 Job Page Date File Ry lc rad 00001 00001 00002 00001 00005 00005 00002 00002 00014 00013 00005 00004 00031 00036 00002 00002 00027 00024 00000 00000 00004 00006 00001 00001 00003 00002 00000 00000 00002 00003 00001 00001 00007 00005 00003 00004 00014 00012 00002 00001 00003 00014 00001 00001 00005 00006 28 8/20/99 EDIZRR70 2 1 1 2 1 2 2 1 1 2 1 2 2 1 1 2 1 2 2 1 1 2 2 1 2 1 1 2 1 2 1 2 2 1 1 2 2 1 1 2 1 2 2 1 2 1 0 -0 0 -0 -0 -0 -0 -0 0 0 0 0 0 -0 -0 0 -0 0 -o -0 -0 -0 -0 0 0 0 -0 -0 0 -0 0 -0 -0 -0 -0 -0 -0 -0 -0 0 -0 -0 -0 0 0 -0 Rz lc rad 00003 1 00004 2 00004 1 00005 2 00004 1 00005 2 00004 1 00006 2 00004 1 00006 2 00005 1 00006 2 00004 1 00005 2 00002 1 00003 2 00003 1 00004 2 00002 1 00004 2 00002 1 00003 2 00002 1 00003 2 00002 1 00003 2 00002 1 00002 2 00001 1 00002 2 00001 1 00002 2 00001 1 00002 2 00001 1 00002 2 00005 1 00008 2 00007 1 00008 2 00010 2 00010 1 00011 2 00013 1 00012 2 00016 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Joint X in 49 U 0 000 1 L -0 001 2 50 U -0 012 2 L -0 014 1 51 U 0 001 1 2 L 0 001 2 1 52 U -0 006 2 3 L -0 007 1 2 53 U -0 003 2 3 L -0 003 1 2 54 U -0 004 2 4 L -0 005 1 3 55 U -0 003 2 4 L -0 003 1 3 56 U -0 005 2 5 L -0 005 1 3 57 U -0 006 2 5 L -0 006 1 4 58 U -0 004 2 6 L -0 004 1 4 59 U -0 005 2 6 L -0 005 1 5 60 U -0 003 2 7 L -0 003 1 6 61 U -0 006 2 8 L -0 006 1 6 62 U 0 000 2 8 L 0 000 1 7 63 U 0 000 2 9 L 0 000 1 7 64 U 0 000 2 9 L 0 000 1 8 65 U 0 000 2 10 L 0 000 1 8 66 U 0 000 2 11 L 0 000 1 9 67 U 0 000 2 11 L 0 000 1 9 68 U 0 000 2 12 L 0 000 1 10 69 U 0 000 2 12 L 0 000 1 10 70 U 0 000 2 13 L 0 000 1 11 71 U 0 000 2 13 L 0 000 1 12 Envelope Translation lc Y in 1 816 1 156 2 310 1 559 712 895 112 233 558 614 021 014 518 446 032 897 579 381 164 904 780 459 429 048 101 662 807 311 348 811 905 325 458 839 026 366 598 901 174 439 760 986 340 529 926 079 lc Z in 1 0 122 1 2 0 101 2 1 0 136 1 2 0 116 2 1 0 144 1 2 0 124 2 1 0 150 1 2 0 130 2 1 0 155 1 2 0 136 2 1 0 159 1 2 0 140 2 1 0 161 1 2 0 143 2 1 0 162 1 2 0 144 2 1 0 166 1 2 0 149 2 1 0 169 1 2 0 152 2 1 0 170 1 2 0 154 2 1 0 169 1 2 0 154 2 1 0 166 1 2 0 152 2 1 0 162 1 2 0 149 2 1 0 157 1 2 0 145 2 1 0 152 1 2 0 140 2 1 0 146 1 2 0 136 2 1 0 140 1 2 0 130 2 1 0 137 1 2 0 127 2 1 0 133 1 2 0 124 2 1 0 129 1 2 0 120 2 1 0 124 1 2 0 116 2 1 0 120 1 2 0 112 2 Displacements lc Rx rad Job Page 29 Date 8/20/99 File EDIZRR70 Rotation lc Ry lc Rz lc rad rad -0 00675 2 -0 00003 1 -0 00877 1 -0 00004 2 -0 00783 2 -0 00018 2 0 00956 1 -0 00027 1 0 00827 2 0 00003 1 -0 00987 1 0 00003 2 0 00894 2 -0 00011 2 0 01052 1 -0 00012 1 -0 00980 2 -0 00008 2 -0 01139 1 -0 00008 1 -0 01036 2 0 00002 1 -0 01195 1 0 00002 2 0 01113 2 0 00002 1 -0 01272 1 0 00002 2 -0 01178 2 0 00000 1 -0 01336 1 0 00000 2 -0 01253 2 0 00003 1 0 01409 1 0 00002 2 0 01347 2 0 00000 1 -0 01502 1 0 00000 2 -0 01432 2 0 00003 1 -0 01583 1 0 00003 2 -0 01502 2 -0 00001 1 0 01651 1 -0 00001 2 0 01580 2 0 00001 2 -0 01725 1 0 00001 1 -0 01663 2 0 00000 2 -0 01802 1 -0 00001 1 -0 01679 2 0 00010 1 -0 01817 1 0 00008 2 -0 01715 2 0 00000 2 -0 01850 1 0 00000 1 -0 01746 2 -0 00006 2 -0 01879 1 -0 00009 1 -0 01769 2 0 00001 1 -0 01899 1 0 00001 2 -0 01789 2 -0 00002 1 -0 01917 1 -0 00002 2 -0 01801 2 -0 00006 2 -0 01926 1 -0 00007 1 -0 01840 2 0 00045 1 -0 01968 1 0 00038 2 -0 01827 2 0 00000 1 -0 01950 1 0 00000 2 -0 01829 2 -0 00001 1 -0 01950 1 -0 00002 2 -0 -0 -0 -0 -0 -0 0 0 -0 -0 -0 -o -0 0 0 0 0 0 0 0 0 0 -0 -0 -0 0 -0 0 0 0 -0 0 0 0 0 00011 00013 00011 00012 00012 00012 00012 00012 00013 00013 00013 00013 00014 00014 00014 00015 00013 00014 00013 00014 00013 00013 00012 00013 00012 00013 00012 00013 00005 00006 00001 00002 00002 00001 00003 O 00002 O 00003 O 00003 O 00003 O 00003 O 00002 O 00002 O 00003 O 00002 0 00002 O 00002 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Joint X lc in 72 U 0 000 2 L 0 000 1 73 U 0 000 2 L 0 000 1 74 U 0 000 2 L 0 000 1 75 U 0 000 2 L 0 000 1 76 U 0 000 2 L 0 000 1 77 U 0 000 2 L 0 000 1 78 U 0 000 2 L 0 000 1 79 U 0 000 2 L 0 000 1 80 U 0 000 2 L 0 000 1 81 U 0 000 2 L 0 000 1 82 U 0 000 2 L 0 000 1 83 U 0 000 2 L 0 000 1 84 U 0 000 2 L 0 000 1 85 U 0 000 2 L 0 000 1 86 U 0 000 2 L 0 000 1 87 U 0 000 2 L 0 000 1 88 U 0 000 2 L 0 000 1 89 U 0 000 2 L 0 000 1 90 U 0 000 2 L 0 000 1 91 U 0 000 2 L 0 000 1 92 U 0 000 2 L 0 000 1 93 U 0 000 2 L 0 000 1 94 U 0 001 1 L 0 001 2 Envelope Translation Y lc Z in in 14 511 1 0 12 629 2 0 15 099 1 0 13 180 2 0 15 685 1 0 13 730 2 0 O 075 1 0 O 017 2 0 O 286 1 0 O 109 2 0 O 604 1 0 O 304 2 0 1 023 1 0 O 589 2 0 1 548 1 0 O 965 2 0 2 068 1 0 1 365 2 0 2 514 1 0 1 731 2 0 2 915 1 0 2 068 2 0 3 339 1 0 2 428 2 0 3 794 1 0 2 819 2 0 4 274 1 0 3 235 2 0 4 780 1 0 3 677 2 0 5 312 1 0 4 145 2 0 5 878 1 0 4 649 2 0 6 479 1 0 5 189 2 0 7 112 1 0 5 761 2 0 7 774 1 0 6 364 2 0 8 464 1 0 6 995 2 0 9 077 1 0 7 560 2 0 9 624 1 0 8 065 2 0 Displacements lc Rx lc rad 115 1 -0 01836 2 107 2 -0 01955 1 110 1 -0 01839 2 102 2 -0 01958 1 105 1 -0 01836 2 098 2 -0 01956 1 014 1 -0 00089 2 011 2 -0 00277 1 046 1 -0 00213 2 036 2 -0 00428 1 073 1 -0 00419 2 058 2 -0 00625 1 098 1 -0 00549 2 078 2 -0 00790 1 116 1 -0 00655 2 095 2 -0 00897 1 122 1 -0 00703 2 103 2 -0 00873 1 151 1 -0 00798 2 129 2 -0 00959 1 141 1 -0 00858 2 122 2 -0 01016 1 155 1 -0 00942 2 135 2 -0 01101 1 155 1 -0 01007 2 136 2 -0 01166 1 161 1 -0 01077 2 142 2 -0 01237 1 160 1 -0 01140 2 142 2 -0 01299 1 163 1 -0 01212 2 146 2 -0 01369 1 168 1 -0 01304 2 151 2 -0 01459 1 169 1 -0 01389 2 153 2 -0 01541 1 170 1 -0 01471 2 155 2 -0 01621 1 166 1 -0 01538 2 152 2 -0 01684 1 166 1 -0 01624 2 153 2 -0 01765 1 160 1 -0 01666 2 147 2 -0 01802 1 155 1 -0 01724 2 143 2 -0 01868 1 Job Page 30 Date 8/20/99 File EDIZRR70 Rotation Ry lc rad O 00000 2 O 00000 1 O 00001 2 O 00000 1 0 00009 1 -0 00012 2 -0 00012 2 0 00015 1 0 00012 2 0 00014 1 0 00011 2 0 00014 1 0 00009 2 0 00010 1 0 00019 1 0 00021 2 -0 00031 2 -0 00031 1 -0 00023 2 -0 00024 1 -0 00020 2 0 00020 1 -0 00021 2 0 00021 1 0 00019 2 0 00019 1 -0 00018 2 0 00018 1 -0 00018 1 -0 00018 2 -0 00026 2 0 00026 1 0 00025 1 0 00025 2 -0 00023 1 0 00024 2 0 00020 1 0 00021 2 -0 00020 1 0 00021 2 0 00015 1 -0 00015 2 -0 00002 1 -0 00003 2 0 00002 2 -0 00002 1 Rz lc rad O 00001 1 O 00001 2 O 00001 1 O 00001 2 O 00001 1 O 00001 2 O 00000 1 O 00000 2 O 00000 1 O 00000 2 O 00000 2 O 00000 1 O 00000 2 O 00000 1 O 00013 1 O 00005 2 -0 00031 2 -0 00048 1 O 00031 1 O 00029 2 0 00011 2 -0 00012 1 O 00010 1 O 00008 2 0 00006 2 -0 00006 1 O 00003 2 O 00003 1 0 00010 2 -0 00011 1 -0 00002 1 -0 00002 2 O 00003 2 O 00002 1 -0 00003 1 0 00003 2 O 00003 2 O 00002 1 0 00004 1 -0 00005 2 O 00000 2 O 00000 1 -0 00008 2 -0 00009 1 -0 00004 2 0 00004 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Joint 95 U L 96 U L 97 U L 98 U L 99 U L 100 U L 101 U L 102 U L 103 U L 104 U L 105 U L 106 U L 107 U L 108 U L 109 U L 110 U L 111 U L 112 U L 113 U L 114 U L 115 U L 116 U L 117 U L X in O 001 O 001 O 000 O 000 O 001 O 001 O 000 O 000 -0 001 -0 001 O 008 O 007 O 001 O 001 O 001 O 000 O 001 O 000 O 001 O 001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Envelope Translation lc Y lc in 1 10 179 2 8 579 2 10 741 1 9 102 2 11 311 1 9 632 2 11 886 1 10 169 2 12 464 1 10 710 1 13 052 2 11 260 2 13 632 1 11 804 2 14 218 1 12 353 2 14 804 1 12 904 2 15 391 1 13 455 000 1 0 000 000 2 0 000 000 1 0 152 000 2 0 058 000 1 0 409 000 2 0 179 000 1 0 784 000 2 0 425 000 1 1 257 000 2 0 754 000 1 1 809 000 2 1 154 000 1 2 338 000 2 1 585 000 1 2 707 000 2 1 892 000 1 3 126 000 2 2 246 000 1 3 561 000 2 2 618 000 1 4 031 000 2 3 023 000 1 4 521 000 2 3 450 000 1 5 041 000 2 3 906 Z in O 149 0 138 O 143 O 133 O 138 O 129 O 135 O 125 O 131 O 122 O 127 O 118 O 122 O 114 O 117 O 109 O 112 O 105 O 107 O 100 O 000 O 000 0 051 -0 074 -0 097 -0 136 -0 152 -0 206 -0 199 0 262 -0 238 -0 302 0 268 0 329 -0 286 0 345 0 300 -0 357 0 312 0 367 0 321 0 373 0 328 0 378 -0 332 -0 380 Displacements lc Rx rad 1 -0 01703 2 -0 01830 1 -0 01759 2 -0 01894 1 -0 01783 2 -0 01911 1 -0 01791 2 -0 01918 1 -0 01828 2 -0 01955 1 -0 01808 2 -0 01931 1 -0 01835 2 -0 01954 1 -0 01831 2 -0 01952 1 -0 01840 2 -0 01959 1 -0 01830 2 -0 01952 2 0 00000 1 -0 00087 2 -0 00150 1 -0 00349 2 -0 00258 1 -0 00519 2 -0 00470 1 -0 00691 2 -0 00603 1 -0 00853 2 -0 00703 1 -0 00918 2 -0 00762 1 -0 00930 2 -0 00823 1 -0 00982 2 -0 00919 1 -0 01080 2 -0 01003 1 -0 01164 2 -0 01032 1 -0 01191 2 -0 01107 1 -0 01266 2 -0 01177 1 -0 01336 Job Page Date File Rotation lc Ry rad O 00003 O 00002 O 00003 O 00003 0 00002 -0 0 0 -0 0 0 0 0 -0 0 0 0 0 0 0 0 -0 0 0 0 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00002 00002 00002 00008 00009 00009 00008 00002 00003 00000 00000 00000 00000 00002 00002 00008 00029 00000 00000 00011 00007 00000 00000 00000 00000 00000 00000 00022 00018 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00009 00008 31 8/20/99 EDIZRR70 lc Rz lc rad 1 0 00001 2 2 0 00001 1 2 0 00002 2 1 0 00002 1 1 0 00003 2 2 0 00003 1 1 0 00003 2 2 0 00003 1 2 0 00002 2 1 0 00002 1 1 0 00003 2 2 0 00003 1 1 0 00002 2 2 0 00002 1 2 0 00002 1 1 0 00002 2 1 0 00001 1 2 0 00001 2 2 0 00001 1 1 0 00001 2 2 0 00000 2 1 0 00000 1 2 0 00001 1 1 0 00000 2 2 0 00001 1 1 0 00000 2 2 0 00001 1 1 0 00000 2 2 0 00000 1 1 -0 00001 2 1 0 00000 1 2 -0 00002 2 1 0 00001 1 2 -0 00001 2 2 0 00000 1 1 -0 00002 2 2 0 00000 1 1 -0 00001 2 2 0 00000 1 1 -0 00001 2 2 0 00000 1 1 -0 00001 2 2 0 00000 1 1 -0 00001 2 2 0 00000 1 1 -0 00001 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Joint 118 U L 119 U L 120 U L 121 U L 122 U L 123 U L 124 U L 125 U L 126 U L 127 U L 128 U L 129 U L 130 U L 131 U L 132 U L 133 U L 134 U L 135 U L 136 U L 137 U L 138 U L 139 U L 140 U L X in O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 001 O 001 -0 001 -0 001 O 000 O 000 O 003 O 002 O 000 O 000 O 000 O 000 O 000 O 000 O 001 O 001 -0 002 -0 002 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 000 O 002 O 001 O 002 O 002 O 003 O 000 O 002 O 001 O 016 -0 004 lc 1 2 1 2 1 2 1 2 1 2 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 1 2 2 1 2 1 2 1 2 1 2 1 1 2 1 2 1 2 1 2 Envelope Translation lc Y in 5 589 1 4 392 2 6 172 1 4 912 2 6 788 1 5 468 2 7 434 1 6 054 2 8 111 1 6 672 2 8 808 1 7 311 2 9 349 1 7 811 2 9 902 1 8 322 2 10 459 1 8 839 2 11 025 1 9 366 2 11 598 1 9 900 2 12 176 1 10 440 2 12 755 1 10 982 2 13 340 1 11 529 2 13 925 1 12 078 2 14 511 1 12 628 2 15 098 1 13 179 2 15 685 1 13 730 2 O 072 1 O 013 2 O 282 1 0 104 2 O 600 1 O 300 2 1 019 1 O 586 2 1 518 1 O 962 2 Z in 0 0 -0 -0 -0 -0 -0 -0 0 -0 -0 0 0 -0 0 0 -0 0 0 0 0 0 0 0 0 -0 -0 0 -0 0 0 -0 0 0 0 0 -0 0 0 0 0 0 -0 -0 0 -0 344 388 352 393 356 395 357 393 355 388 350 380 342 371 334 360 324 349 313 336 308 329 301 322 294 314 286 304 277 295 268 285 259 275 250 265 006 031 021 043 050 067 057 076 067 081 Displacements lc 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 1 2 Rx rad 0 01248 -0 01405 -0 01347 -0 01501 -0 -0 0 -0 -0 -0 -0 -0 -0 -0 -0 0 -0 0 0 0 0 -0 0 0 0 -0 -0 -0 -0 0 0 -0 -0 -0 -0 0 01425 01577 01505 01653 01579 01723 01661 01801 01675 01812 01714 01850 01748 01882 01769 01899 01787 01915 01804 01929 01842 01970 01827 01949 01830 01951 01835 01955 01838 01958 01834 01955 -0 00073 -0 00123 0 00189 -0 00274 -0 00345 -0 00485 0 00450 -0 00596 -0 00625 -0 00837 Job Page 32 Date 8/20/99 File EDIZRR70 Rotation lc Ry lc rad 0 0 0 0 -0 0 0 0 0 0 0 0 0 0 -0 0 -0 -0 0 0 0 0 0 0 -0 -0 0 0 0 0 0 0 -0 -0 0 0 0 0 0 0 0 0 0 0 00000 00000 00001 00000 00001 00001 00001 00001 00000 00000 00001 00001 00005 00005 00001 00001 00004 00004 00002 00001 00001 00000 00010 00008 00038 00044 00000 00000 00002 00001 00000 00000 00001 00002 00006 00005 00076 00018 00084 00021 00073 00040 00108 00058 O 00036 O 00019 Rz lc rad O 00000 1 -0 00001 2 O 00000 1 -0 00001 2 O 00000 1 -0 00001 2 O 00000 1 -0 00001 2 O 00000 1 -0 00001 2 O 00000 1 -0 00001 2 O 00000 1 -0 00001 2 O 00000 1 -0 00001 2 -0 00001 1 -0 00001 2 O 00000 1 -0 00001 2 O 00000 1 -0 00001 2 O 00001 1 O 00000 2 -0 00001 1 -0 00002 2 -0 00001 1 -0 00002 2 -0 00001 1 -0 00002 2 -0 00001 1 -0 00002 2 -0 00001 1 -0 00002 2 -0 00001 1 -0 00002 2 O 00002 2 O 00001 1 O 00002 2 O 00002 1 -0 00001 1 -0 00001 2 O 00002 1 O 00002 2 -0 00004 2 -0 00005 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 33 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Displacements Translation Rotation Joint X lc Y lc Z lc Rx lc Ry lc Rz lc in in in rad rad rad 141 U 0 011 1 2 065 1 -0 067 2 -0 00710 2 0 00013 1 0 00010 1 L 0 007 2 1 357 2 -0 087 1 -0 00871 1 0 00006 2 0 00001 2 142 U -0 005 1 2 511 1 -0 086 2 -0 00798 2 0 00008 1 -0 00027 2 L -0 006 2 1 726 2 -0 106 1 -0 00956 1 0 00006 2 -0 00028 1 143 U 0 005 1 2 915 1 -0 079 2 -0 00867 2 0 00001 1 -0 00002 1 L 0 004 2 2 066 2 -0 097 1 -0 01025 1 0 00000 2 -0 00003 2 144 U -0 001 1 3 337 1 -0 089 2 -0 00941 2 0 00005 1 -0 00015 2 L -0 002 2 2 424 2 -0 107 1 -0 01100 1 0 00004 2 -0 00016 1 145 U 0 003 1 3 793 1 -0 088 2 -0 01008 2 0 00000 1 -0 00010 2 L 0 001 2 2 816 2 -0 105 1 -0 01166 1 0 00000 2 -0 00010 1 146 U 0 000 1 4 273 1 -0 093 2 -0 01075 2 0 00003 1 -0 00012 2 L 0 000 2 3.232 2 -0 109 1 -0 01234 1 0 00003 2 -0 00013 1 147 U 0 002 1 4 779 1 -0 092 2 -0 01140 2 0 00006 1 -0 00004 1 L 0 001 2 3 675 2 -0 108 1 -0 01298 1 0 00006 2 -0 00005 2 148 U 0 002 1 5 310 1 -0 096 2 -0 01222 2 0 00002 1 -0 00014 1 L 0 001 2 4 142 2 -0 110 1 -0 01378 1 0 00001 2 -0 00014 2 149 U 0 001 1 5 876 1 -0 099 2 -0 01312 2 0 00002 1 -0 00016 1 L 0 000 2 4 646 2 -0 112 1 -0 01467 1 0 00002 2 -0 00016 2 150 U 0 002 1 6 478 1 -0 100 2 -0 01397 2 0 00002 1 -0 00014 1 L 0 001 2 5 186 2 -0 112 1 -0 01549 1 0 00001 2 -0 00014 2 151 U 0 000 1 7 110 1 -0 102 2 -0 01477 2 0 00004 1 -0 00012 1 L 0 000 2 5 758 2 -0 113 1 -0 01626 1 0 00004 2 -0 00012 2 152 U 0 002 1 7 774 1 -0 101 2 -0 01550 2 000002 1 -0 00012 1 L 0 002 2 6 362 2 -0 111 1 -0 01696 1 0 00001 2 -0 00012 2 153 U -0.001 1 8 461 1 -0 102 2 -0 01617 2 0 00007 1 -0 00008 1 L -0 001 2 6 992 2 -0 111 1 -0 01759 1 0 00007 2 -0 00009 2 154 U -0 001 1 9 078 1 -0 346 2 -0 01663 2 0 00004 2 0 00000 1 L -0 001 2 7 561 2 -0 376 1 -0 01802 1 0 00002 1 -0 00001 2 155 U 0 001 1 9 623 1 -0 338 2 -0 01706 2 0 00013 1 0 00001 1 L 0 001 2 8 064 2 -0 366 1 -0 01845 1 0 00010 2 0 00000 2 156 U 0 001 1 10 178 1 -0 329 2 -0 01720 2 -0 00011 2 0 00000 1 L 0 000 2 8 579 2 -0 355 1 -0 01852 1 -0 00014 1 -0 00001 2 157 U -0 001 1 10 742 1 -0 319 2 -0 01758 2 0 00001 1 0 00000 1 L -0 001 2 9 102 2 -0 343 1 -0 01890 1 0 00000 2 -0 00001 2 158 U 0 000 1 11.311 1 -0 310 2 -0 01777 2 0 00001 2 0 00000 1 L -0 001 2 9 633 2 -0 333 1 -0 01906 1 0 00000 1 -0 00001 2 159 U 0 000 1 11 886 1 -0 304 2 -0 01803 2 0 00005 1 0 00000 1 L 0 000 2 10 169 2 -0 326 1 -0 01930 1 0 00004 2 -0 00001 2 160 U 0 002 1 12 464 1 -0 298 2 -0 01800 2 -0 00007 2 0 00001 1 L 0 001 2 10 710 2 -0 318 1 -0 01923 1 -0 00008 1 0 00000 2 161 U -0 007 2 13 052 1 -0 290 2 -0 01830 2 0 00002 1 -0 00002 1 L -0 008 1 11 260 2 -0 309 1 -0 01955 1 0 00001 2 -0 00002 2 162 U 0 000 1 13 632 1 -0 281 2 -0 01828 2 0 00002 2 -0 00001 1 L -0 001 2 11 804 2 -0 300 1 -0 01949 1 0 00002 1 -0 00002 2 163 U 0 000 1 14 217 1 -0 273 2 -0 01834 2 0 00000 2 -0 00001 1 L 0 000 2 12 353 2 -0 290 1 -0 01954 1 0 00000 1 -0 00002 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Joint 164 U L 165 U L 166 U L 167 U L 168 U L 169 U L 170 U L 171 U L 172 U L 173 U L 174 U L 175 U L 176 U L 177 U L 178 U L 179 U L 180 U L 181 U L 182 U L 183 U L 184 U L 185 U L 186 U L Envelope Displacements Translation Rotation X lc Y lc Z lc Rx lc Ry lc Rz lc in in in rad rad rad O 000 1 14 804 1 -0 264 2 -0 01836 2 0 00000 2 -0 00001 1 O 000 2 12 903 2 -0 281 1 -0 01956 1 0 00000 1 -0 00002 2 -0 001 1 15 391 1 -0 254 2 -0 01837 2 -0 00001 1 -0 00001 1 -0 001 2 13 455 2 -0 270 1 -0 01957 1 -0 00002 2 -0 00002 2 -0 001 1 0 072 1 -0 006 2 -0 00056 2 -0 00011 2 -0 00002 1 -0 002 2 0 013 2 -0 030 1 -0 00059 1 -0 00113 1 -0 00002 2 -0 001 1 0 282 1 -0 021 2 -0 00172 2 -0 00011 2 -0 00002 2 0 002 2 0 105 2 -0 043 1 -0 00215 1 -0 00137 1 -0 00003 1 O 001 2 0 600 1 -0 050 2 -0 00314 2 -0 00031 2 0 00001 2 0 001 1 0 300 2 -0 068 1 -0 00453 1 -0 00099 1 0 00000 1 -0 001 2 1 019 1 -0 057 2 -0 00418 2 -0 00078 2 -0 00002 2 0 002 1 0 586 2 -0 076 1 -0 00541 1 -0 00151 1 -0 00004 1 O 688 2 1 653 1 -0 040 1 -0 00973 1 -0 00382 1 -0 00589 1 -0 290 1 0 566 2 -0 093 2 -0 01200 2 -0 00886 2 -0 01528 2 O 003 2 2 058 1 -0 068 2 -0 00678 2 -0 00009 2 0 00036 1 O 001 1 1 352 2 -0 088 1 -0 00840 1 -0 00018 1 0 00026 2 -0 005 2 0 007 1 O 002 2 O 002 1 -0 002 2 0 003 1 O 000 2 O 000 1 -0 001 2 -0 002 1 O 000 2 O 000 1 0 001 2 0 001 1 -0 002 2 0 002 1 O 000 2 -0 001 1 -0 002 2 0 002 1 O 000 2 O 000 1 -0 003 2 0 003 1 O 000 1 O 000 2 O 000 1 O 000 2 O 000 2 O 000 1 2 518 1 1 733 2 2 911 1 2 062 2 3 340 1 2 427 2 3 792 1 2 815 2 4 274 1 3 233 2 4 779 1 3 674 2 5 309 1 4 142 2 5 877 1 4 647 2 6 477 1 5 186 2 7 111 1 5 759 2 7 773 1 6 361 2 8 464 1 6 994 2 O 071 1 O 013 2 O 280 1 O 104 2 O 597 1 O 298 2 -0 085 2 0 106 1 0 079 2 -0 098 1 -0 089 2 -0 107 1 -0 088 2 0 105 1 -0 093 2 0 109 1 0 092 2 -0 108 1 0 095 2 -0 110 1 -0 099 2 0 112 1 0 100 2 0 112 1 0 102 2 0 113 1 0 101 2 -0 111 1 0 103 2 -0 112 1 O 016 1 O 013 2 O 046 1 O 036 2 O 073 1 O 058 2 -0 00771 2 -0 00930 1 -0 00846 2 -0 01005 1 -0 00920 2 -0 01079 1 -0 00991 2 -0 01150 1 -0 01056 2 -0 01215 1 0 01118 2 -0 01277 1 -0 01191 2 0 01349 1 -0 01283 2 -0 01439 1 0 01369 2 -0 01523 1 0 01451 2 0 01602 1 -0 01522 2 -0 01670 1 0 01598 2 -0 01742 1 0 00086 2 0 00271 1 0 00210 2 -0 00429 1 0 00413 2 -0 00622 1 Job Page 34 Date 8/20/99 File EDIZRR70 0 00009 2 0 00011 1 -0 00004 2 0 00004 1 0 00011 2 0 00011 1 -0 00010 2 0 00011 1 -0 00008 2 -0 00009 1 0 00005 2 -0 00006 1 0 00004 2 0 00005 1 -0 00004 2 -0 00005 1 0 00004 2 0 00004 1 0 00003 2 0 00004 1 O 00000 2 O 00000 1 -0 00009 2 -0 00009 1 O 00009 1 O 00007 2 0 00005 2 -0 00007 1 O 00002 1 O 00002 2 O 00003 1 O 00003 2 O 00010 2 O 00010 1 O 00011 2 O 00010 1 O 00014 1 O 00014 2 O 00009 2 O 00009 1 O 00012 1 O 00012 2 O 00015 1 O 00015 2 O 00012 2 O 00012 1 O 00015 2 O 00015 1 O 00008 2 O 00008 1 O 00015 2 O 00014 1 O 00007 1 O 00007 2 O 00007 2 O 00004 1 O 00009 2 O 00008 1 O 00011 2 O 00010 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Joint X in 187 U 0 000 2 1 014 1 L 0 000 1 0 582 2 188 U 0 000 2 0 071 1 L 0 000 1 0 013 2 189 U 0 000 2 0 280 1 L 0 000 1 0 104 2 190 U 0 000 1 0 596 1 L 0 000 2 0 298 2 191 U 0 000 1 1 014 1 L 0 000 2 0 582 2 192 U 0 000 1 0 071 1 L 0 000 2 0 013 2 193 U 0 000 1 0 279 1 L 0 000 2 0 103 2 194 U 0 000 1 0 596 1 L 0 000 2 0 298 2 195 U 0 000 1 1 014 1 L 0 000 2 0 582 2 Joint X lc K 1 U -2 48 2 L -5 70 1 44 U 5 70 1 L 2 48 2 105 U 0 00 2 L 0 00 1 Tot U 0 00 1 L 0 00 2 Member Sec 1 1 U L 2 U L 2 1 U L 2 U L -25 47 2 -32 93 1 -25 46 2 -32 91 1 Envelope Displacements Translation Rotation lc Y lc Z lc Rx lc Ry lc Rz lc in in rad rad rad Envelope Reactions Forces Y lc Z K K 1 16 2 -29 30 2 -5 55 1 -43 09 1 -1 16 2 -29 30 2 5 55 1 -43 09 1 -2 63 1 84 39 1 5 67 2 60 77 2 -8 00 2 2 16 2 -13 73 1 -1 79 1 Envelope Section Forces Shear Shear Axial lc y -y lc z -z lc Torque lc K K K K-ft 27 60 2 0 12 2 -0 03 2 0 00 1 37 22 1 0 10 1 -0 03 1 0 00 1 27 58 2 0 12 2 -0 03 2 0 00 1 -37 20 1 0 10 1 -0 03 1 0 00 1 O 12 2 O 07 1 O 12 2 O 07 1 O 098 1 0 078 2 O 016 1 O 013 2 O 046 1 O 036 2 O 073 1 O 058 2 O 098 1 O 078 2 -0 026 2 -0 037 1 -0 074 2 0 105 1 0 124 2 0 171 1 0 176 2 -0 234 1 0 00546 2 0 00781 1 -0 00086 2 0 00270 1 -0 00210 2 -0 00428 1 -0 00413 2 -0 00622 1 -0 00546 2 -0 00780 1 -0 00100 2 0 00227 1 -0 00192 2 0 00438 1 0 00394 2 0 00602 1 0 00546 2 0 00783 1 lc Mx lc K -ft O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 -0 08 2 -0 10 1 -0 08 2 -0 09 1 O 00 2 O 00 1 O 00 2 O 00 1 Job Page 35 Date 8/20/99 File EDIZRR70 -0 00003 2 -0 00005 1 -0 00007 2 -0 00008 1 O 00007 1 O 00005 2 -0 00002 2 -0 00002 1 O 00006 1 O 00004 2 O 00000 1 O 00000 2 O 00000 1 O 00000 2 O 00000 2 O 00000 1 O 00001 1 O 00000 2 Moments My lc K -ft O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 Moment y -y lc K -ft O 00 1 O 00 1 -0 06 2 -0 07 1 O 13 1 O 11 2 0 09 2 0 11 1 O 00012 1 O 00010 2 0 00005 1 0 00007 2 -0 00009 1 -0 00009 2 -0 00011 2 0 00012 1 -0 00012 2 -0 00014 1 O 00001 1 O 00000 2 O 00001 1 O 00000 2 O 00001 1 O 00000 2 O 00001 1 O 00000 2 Mz lc K -ft O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 0 11 1 0 29 1 -0 29 2 Moment z -z lc K -ft O 00 1 O 00 1 -0 24 1 -0 31 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 3 1 U L 2 U L 4 1 U L 2 U L 5 1 U L 2 U L 6 1 U L 2 U L 7 1 U L 2 U L 8 1 U L 2 U L 9 1 U L 2 U L 10 1 U L 2 U L 11 1 U L 2 U L -21 38 2 27 94 1 21 37 2 27 93 1 -19 03 2 -23 02 1 -19 03 2 -23 01 1 16 85 2 -18 12 1 -16 83 2 -18 09 1 16 91 2 -18 07 1 -16 89 2 -18 04 1 15 76 2 16 75 1 -15 75 2 -16 73 1 -14 54 2 -15 38 1 -14 53 2 15 36 1 -13 58 2 -14 29 1 -13 57 2 -14 27 1 -12 53 2 -13 11 1 -12 51 2 -13 09 1 -11 49 2 -11 97 1 -11 48 2 11 95 1 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft O 06 1 O 03 2 O 06 1 O 03 2 O 07 1 O 02 2 O 07 1 O 02 2 0 01 2 -0 03 1 0 01 2 -0 03 1 O 02 1 O 00 2 O 02 1 O 00 2 0 01 2 0 01 1 -0 01 2 -0 02 1 O 07 1 O 06 2 O 07 1 O 06 2 -0 05 2 0 05 1 0 05 2 0 05 1 O 03 1 O 03 2 O 03 1 O 03 2 -0 02 2 -0 02 1 -0 02 2 -0 02 1 -0 02 2 -0 02 1 -0 02 2 -0 02 1 -0 03 2 -0 04 1 -0 03 2 -0 04 1 -0 01 2 0 01 1 -0 01 2 -0 01 1 O 01 1 O 00 2 O 01 1 O 01 2 0 02 2 0 03 1 -0 02 2 -0 03 1 O 05 1 O 04 2 O 05 1 O 04 2 -0 02 2 -0 02 1 -0 02 2 -0 02 1 O 01 1 O 01 2 O 01 1 O 01 2 -0 01 2 -0 01 1 -0 01 2 -0 01 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 Job Page 36 Date 8/20/99 File EDIZRR70 O 00 1 O 00 1 -0 04 2 -0 05 1 O 06 1 O 05 2 -0 04 2 -0 05 1 O 03 1 O 02 2 -0 02 2 0 03 1 -0 03 2 0 03 1 O 00 1 O 00 1 O 00 1 O 00 1 0 08 2 0 09 1 0 08 2 0 09 1 O 06 1 O 06 2 O 06 1 O 06 2 O 00 1 O 00 1 O 00 2 O 00 1 O 02 1 O 02 2 O 02 1 O 02 2 -0 02 2 0 02 1 O 00 1 O 00 1 -0 07 2 -0 15 1 0 02 1 -0 07 2 0 12 2 -0 20 1 0 07 2 -0 07 1 O 10 1 O 01 2 O 10 1 O 01 2 O 00 1 O 00 1 O 00 1 O 00 1 O 05 1 O 04 2 O 05 1 O 04 2 0 16 2 0 17 1 -0 16 2 0 17 1 O 00 2 O 00 1 O 00 1 O 00 2 -0 10 2 0 10 1 -0 10 2 -0 10 1 -0 04 1 0 04 2 RISA 3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 12 1 U L 2 U L 13 1 U L 2 U L 14 1 U L 2 U L 15 1 U L 2 U L 16 1 U L 2 U L 17 1 U L 2 U L 18 1 U L 2 U L 19 1 U L 2 U L 20 1 U L 2 U L -10 55 2 -10 92 1 -10 54 2 -10 90 1 -9 55 2 -9 82 1 -9 54 2 -9 81 1 -8 61 2 8 80 1 -8 61 2 -8 79 1 7 67 2 7 78 1 -7 67 2 7 77 1 -6 74 2 -6 77 1 -6 74 2 -6 76 1 5 83 1 -5 86 2 -5 82 1 -5 86 2 -4 84 1 -4 93 2 4 83 1 4 92 2 -4 31 1 -4 44 2 -4 31 1 -4 44 2 -4 30 1 -4 43 2 -4 29 1 -4 43 2 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft -0 01 1 -0 01 2 -0 01 1 -0 01 2 O 02 2 O 02 1 O 02 2 O 02 1 -0 01 1 0 01 2 -0 01 1 0 01 2 O 01 2 O 01 1 O 01 2 O 01 1 -0 01 1 0 01 2 -0 01 1 -0 01 2 O 01 2 O 01 1 O 01 2 O 01 1 -0 02 1 -0 02 2 0 02 1 -0 02 2 O 00 1 O 00 2 O 00 1 O 00 2 O 01 2 O 01 1 O 01 2 O 01 1 O 01 1 O 01 2 O 01 1 O 01 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 01 1 O 00 2 O 01 1 O 01 2 -0 01 2 -0 01 1 -0 01 1 -0 01 2 O 01 2 O 01 1 O 01 1 O 01 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 -0 01 2 O 00 1 -0 01 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 Job Page 37 Date 8/20/99 File EDIZRR70 -0 02 2 -0 02 1 O 00 1 O 00 1 O 00 1 O 00 1 O 01 1 O 01 2 O 01 1 O 01 2 0 01 2 0 01 1 -0 01 2 0 01 1 O 01 1 O 01 2 O 01 1 O 01 2 -0 01 1 0 01 2 0 01 1 -0 01 2 O 02 2 O 02 1 O 02 2 O 02 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 -0 04 1 -0 04 2 O 00 1 O 00 1 O 00 1 O 00 1 -0 05 1 0 05 2 -0 05 1 0 05 2 0 02 2 -0 02 1 -0 02 2 0 02 1 0 04 1 -0 05 2 -0 04 1 -0 05 2 -0 01 2 -0 01 1 0 01 2 -0 01 1 0 05 1 -0 05 2 0 05 1 -0 05 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 -0 01 1 -0 01 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec 21 1 U L 2 U L 22 1 U L 2 U L 23 1 U L 2 U L 24 1 U L 2 U L 25 1 U L 2 U L 26 1 U L 2 U L 27 1 U L 2 U L 28 1 U L 2 U L 29 1 U L 2 U L Shear Shear Axial lc y -y lc z -z lc Torque lc K K K K ft -3 70 1 3 82 2 -3 69 1 -3.82 2 -3 68 1 -3.81 2 -3 68 1 -3 81 2 -3 14 1 -3 28 2 -3 14 1 -3 28 2 3 13 1 3 28 2 -3 13 1 -3 27 2 2 57 1 -2 70 2 2 57 1 -2 70 2 -2.57 1 -2 70 2 -2 56 1 -2 69 2 -2 05 1 2 18 2 -2 04 1 -2 17 2 -2 04 1 -2 17 2 -2 03 1 -2 16 2 1 56 1 -1 66 2 -1 56 1 -1 66 2 Envelope Section Forces 0 01 1 -0 01 2 -0 01 1 -0 01 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 01 2 O 01 1 O 01 2 O 01 1 0 01 1 0 01 2 -0 01 1 0 01 2 O 00 2 O 00 1 O 00 2 O 00 1 T O 00 1 O 00 2 O 00 1 O 00 2 O 01 2 O 01 1 O 01 2 O 01 1 -0 01 1 0 01 2 0 01 1 0 01 2 O 01 2 O 01 1 O 01 2 O 01 1 -0 02 2 0 02 1 0 02 2 0 02 1 O 02 1 O 02 2 O 02 1 O 02 2 -0 01 1 0 01 2 -0 01 1 -0 01 2 O 01 2 O 00 1 O 01 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 -0 01 1 0 01 2 -0 01 1 -0 01 2 O 01 2 O 00 l O 01 2 O 00 1 O 00 2 O 00 1 O 00 2 0 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 Job Page 38 Date 8/20/99 File EDIZRR70 Moment y -y lc K-ft O 00 1 O 00 2 O 01 1 O 01 2 O 01 1 O 01 2 0 01 2 0 01 1 0 01 2 0 01 1 O 01 1 O 01 2 O 01 1 O 01 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 01 2 O 01 1 O 01 2 O 01 1 -0 01 1 -0 01 2 -0 01 1 -0 01 2 O 00 2 O 00 1 Moment z -z lc K -ft -0 01 1 0 01 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 -0 01 1 -0 01 2 0 01 1 0 01 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 -0 01 1 0 01 2 0 01 1 -0 01 2 O 00 2 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Sec Axial lc y -y lc z -z lc Torque K K K K -f t 48 1 U L 2 U L 49 1 U L 2 U L 50 1 U L 2 U L 51 1 U L 2 U L 52 1 U L 2 U L 53 1 U L 2 U L 54 1 U L 2 U L 55 1 U L 2 U L 56 1 U L 2 U L -16 90 2 -18 07 1 -16 88 2 -18 04 1 15 76 2 16 76 1 -15 75 2 -16 74 1 -14 54 2 -15 38 1 -14 53 2 -15 36 1 -13 58 2 -14 29 1 -13 57 2 14 27 1 12 53 2 -13 11 1 -12 51 2 -13 09 1 -11 50 2 11 97 1 11 48 2 -11 95 1 10 55 2 -10 92 1 10 54 2 10 90 1 -9 55 2 -9 82 1 -9 54 2 -9 81 1 -8 61 2 -8 80 1 -8 60 2 -8 78 1 O 02 1 O 00 2 O 02 1 O 00 2 -0 01 2 0 01 1 -0 01 2 -0 02 1 O 07 1 O 06 2 O 07 1 O 06 2 0 05 2 0 05 1 -0 05 2 -0 05 1 O 03 1 O 03 2 O 03 1 O 03 2 -0 02 2 -0 02 1 0 02 2 -0 02 1 -0 01 1 0 01 2 0 01 1 0 01 2 O 02 2 O 02 1 O 02 2 O 01 1 -0 01 1 -0 01 2 -0 01 1 -0 01 2 O 00 2 -0 01 1 -0 01 2 -0 01 1 O 03 1 O 02 2 O 03 1 O 02 2 -0 04 2 -0 05 1 0 04 2 -0 05 1 O 02 1 O 02 2 O 02 1 O 02 2 0 01 2 -0 01 1 0 01 2 -0 01 1 O 01 1 O 01 2 O 01 1 O 01 2 0 01 2 -0 01 1 -0 01 2 0 01 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 Job Page Date File 41 8/20/99 EDIZRR70 Moment Moment lc y -y lc z -z lc K -ft K -ft O 03 1 O 03 2 O 00 1 O 00 1 O 00 1 O 00 1 O 09 1 O 08 2 O 09 1 O 08 2 -0 06 2 -0 06 1 -0 06 2 -0 06 1 O 00 2 O 00 1 O 00 1 O 00 2 -0 02 2 0 02 1 -0 02 2 0 02 1 O 02 1 O 02 2 O 02 1 O 02 2 O 00 1 O 00 1 O 00 1 O 00 1 0 01 2 0 01 1 -0 01 2 0 01 1 O 01 1 O 01 2 O 10 1 O 01 2 O 00 1 O 00 1 O 00 1 O 00 1 O 05 1 O 04 2 O 05 1 O 04 2 0 16 2 0 17 1 0 16 2 -0 17 1 O 00 2 O 00 1 O 00 1 O 00 2 0 10 2 0 10 1 -0 10 2 0 10 1 -0 04 1 -0 04 2 -0 04 1 0 04 2 O 00 1 O 00 1 O 00 1 0 00 1 0 05 1 0 05 2 -0 05 1 -0 05 2 -0 02 2 -0 02 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 42 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 57 1 U -7 68 2 0 01 2 -0 01 2 0 00 1 0 01 1 -0 02 2 L -7 78 1 0 00 1 -0 01 1 0 00 2 0 01 2 -0 02 1 2 U -7 67 2 0 01 2 -0 01 2 0 00 1 -0 01 2 -0 04 1 L -7 77 1 0 00 1 -0 01 1 0 00 2 -0 01 1 -0 04 2 58 1 U -6 73 2 -0 01 1 0 01 1 0 00 1 -0 01 2 -0 04 1 L -6 76 1 -0 01 2 0 01 2 0 00 2 -0 01 1 -0 04 2 2 U -6 72 2 -0 01 1 0 01 2 0 00 1 0 01 2 -0 01 2 L -6 75 1 -0 01 2 0 01 1 0 00 2 0 01 1 -0 01 1 59 1 U -5 85 1 0 01 2 -0 01 1 0 00 1 0 01 2 -0 01 2 L -5 89 2 0 01 1 -0 01 2 0 00 2 0 01 1 -0 01 1 2 U -5 84 1 0 01 2 -0 01 2 0 00 1 -0 02 1 -0 05 1 L -5 88 2 0 01 1 -0 01 1 0 00 2 -0 02 2 -0 05 2 60 1 U -4 81 1 -0 01 1 0 00 1 0 00 1 -0 02 1 -0 05 1 L -4 90 2 -0 01 2 0 00 2 0 00 2 -0 02 2 -0 05 2 2 U -4 80 1 -0 01 1 0 00 2 0 00 1 0 00 1 0 00 2 L -4 89 2 -0 01 2 0 00 1 0 00 2 0 00 1 0 00 1 61 1 U -1 36 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L -1 78 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 2 U -1 37 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L -1 77 1 0 00 2 -0 01 2 0 00 2 0 00 2 -0 01 2 62 1 U -1 37 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L -1 68 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 2 U -1 38 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L -1 67 1 0 00 2 -0 01 2 0 00 2 0 00 2 -0 01 2 63 1 U -0 51 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L -0 61 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 2 U -0 52 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L -0 60 1 0 00 2 0 00 2 0 00 1 0 00 2 0 00 2 64 1 U -0 28 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L -0 33 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 2 U -0 29 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L -0 33 1 0 00 2 0 00 2 0 00 2 0 00 2 0 00 2 65 1 U -0 06 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L -0 09 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 2 U -0 07 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L -0 09 1 0 00 2 0 00 2 0 00 2 0 00 2 0 00 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft Member Sec Axial lc K 66 1 U L 2 U L 67 1 U L 2 U L 68 1 U L 2 U L 69 1 U L 2 U L 70 1 U L 2 U L 71 1 U L 2 U L 72 1 U L 2 U L 73 1 U L 2 U L 74 1 U L 2 U L O 02 2 O 00 1 O 01 2 O 00 1 0 02 2 -0 03 1 0 02 2 -0 03 1 -0 08 2 -0 09 1 0 08 2 -0 09 1 0 18 2 0 19 1 -0 19 1 -0 19 2 O 10 2 O 08 1 O 10 2 O 08 1 -1 66 2 -2 28 1 1 67 2 -2 28 1 -1 45 2 -1 92 1 -1 46 2 1 92 1 1 35 2 -1 53 1 -1 36 2 1 53 1 O 39 1 O 37 2 O 40 1 O 36 2 O 00 1 O 00 2 O 00 1 O 00 2 0.00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 -0 01 2 O 00 2 O 00 1 O 00 1 0 01 2 O 00 2 O 00 1 O 00 1 0 01 2 O 00 2 O 00 1 O 00 1 0 01 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 Job Page 43 Date 8/20/99 File EDIZRR70 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 -0 01 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 -0 01 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 -0 01 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 44 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 75 1 U 0 11 2 0.00 1 0 00 2 0 00 2 0 00 1 0 00 1 L 0 10 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 11 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 10 2 0 00 2 0 00 2 0 00 1 0 00 2 0 00 2 76 1 U -0 03 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L -0 04 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 2 U -0 04 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L -0 04 1 0 00 2 0 00 2 0 00 2 0 00 2 0 00 2 77 1 U -0 04 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L -0 06 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 2 U -0 05 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L -0 05 1 0 00 2 0 00 2 0 00 1 0 00 2 0 00 2 78 1 U 0 01 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L -0 01 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 00 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L -0 01 1 0 00 2 0 00 2 0 00 1 0 00 2 0 00 2 79 1 U 0 09 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L 0 07 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 08 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 07 1 0 00 2 0 00 2 0 00 1 0 00 2 0 00 2 80 1 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 2 U 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 00 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 81 1 U -0 01 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L -0 01 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 2 U -0 01 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L -0 01 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 82 1 U -0 02 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L -0 02 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 2 U -0 01 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L -0 01 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 83 1 U -0 02 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L -0 02 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 2 U -0 02 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 L -0 02 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 102 1 U L 2 U L 103 1 U L 2 U L 104 1 U L 2 U L 105 1 U L 2 U L 106 1 U L 2 U L 107 1 U L 2 U L 108 1 U L 2 U L 109 1 U L 2 U L 110 1 U L 2 U L Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K ft K -ft -0 01 1 -0 01 2 O 00 1 0 01 2 0 01 1 -0 01 2 -0 01 1 -0 01 2 0 01 1 -0 01 2 O 00 1 -0 01 2 O 00 1 O 00 2 O 00 1 O 00 2 -0.02 1 -0 03 2 -0 02 1 -0 03 2 -1 66 2 -2 28 1 1 67 2 -2 28 1 -1 68 2 -2 27 1 1 69 2 2 26 1 -1 36 2 -1 78 1 -1 37 2 -1 78 1 -1 38 2 1 77 1 -1 38 2 1 76 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 Job Page 47 Date 8/20/99 File EDIZRR70 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 0 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 111 1 U L 2 U L 112 1 U L 2 U L 113 1 U L 2 U L 114 1 U L 2 U L 115 1 U L 2 U L 116 1 U L 2 U L 117 1 U L 2 U L 118 1 U L 2 U L 119 1 U L 2 U L -1 45 2 -1 92 1 1 46 2 -1 92 1 -1 46 2 -1 91 1 -1 47 2 -1 91 1 -1 37 2 1 68 1 -1 38 2 -1 67 1 -1 39 2 1 66 1 -1 39 2 1 66 1 1 35 2 1 53 1 -1 36 2 -1 53 1 -1 37 2 -1 52 1 1 37 2 -1 52 1 -0 51 2 0 61 1 0 52 2 -0 60 1 0 53 2 -0 60 1 -0 54 2 -0 60 1 O 39 1 0.37 2 O 40 1 O 37 2 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 0 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 0 00 1 O 00 2 O 00 1 O 00 2 Job Page 48 Date 8/20/99 File EDIZRR70 O 00. 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 120 1 U L 2 U L 121 1 U L 2 U L 122 1 U L 2 U L 123 1 U L 2 U L 124 1 U L 2 U L 125 1 U L 2 U L 126 1 U L 2 U L 127 1 U L 2 U L 128 1 U L 2 U L O 40 1 O 35 2 O 40 1 O 34 2 -0 28 2 -0 33 1 -0 29 2 -0 33 1 0 30 2 0 32 1 -0 30 2 0 32 1 O 11 2 O 10 1 O 11 1 O 10 2 O 11 1 O 09 2 O 11 1 O 09 2 0 06 2 -0 09 1 0 07 2 -0 09 1 -0 08 2 -0 08 1 -0 08 1 0 08 2 -0 03 2 0 04 1 -0 03 2 -0 04 1 0 04 1 0 04 2 0 04 1 0 05 2 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 Job Page 49 Date 8/20/99 File EDIZRR70 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 129 1 U L 2 U L 130 1 U L 2 U L 131 1 U L 2 U L 132 1 U L 2 U L 133 1 U L 2 U L 134 1 U L 2 U L 135 1 U L 2 U L 136 1 U L 2 U L 137 1 U L 2 U L O 02 2 O 00 1 O 01 2 O 00 1 O 01 2 O 01 1 O 01 1 O 00 2 -0 04 2 -0 06 1 -0 05 2 0 06 1 0 05 1 -0 05 2 -0 05 1 0 06 2 -0 02 2 -0 03 1 -0 02 2 -0 03 1 0 03 1 0 03 2 0 02 1 0 03 2 O 01 2 -0 01 1 O 00 2 -0 01 1 O 00 1 O 00 2 O 00 1 0 01 2 -0 07 2 -0 09 1 0 08 2 -0 09 1 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 0 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 Job Page 50 Date 8/20/99 File EDIZRR70 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 138 1 U L 2 U L 139 1 U L 2 U L 140 1 U L 2 U L 141 1 U L 2 U L 142 1 U L 2 U L 143 1 U L 2 U L 144 1 U L 2 U L 145 1 U L 2 U L 146 1 U L 2 U L -0 08 1 -0 09 2 -0 08 1 0 09 2 O 08 2 O 07 1 O 08 2 O 07 1 O 07 2 O 07 1 O 07 1 O 07 2 -0 18 2 0 19 1 0 19 2 -0 19 1 0 19 1 0 19 2 -0 18 1 -0 20 2 -4 60 1 -4 74 2 -4 59 1 4 73 2 -4 01 1 4 13 2 -4 00 1 4 13 2 3 99 1 4 12 2 -3 99 1 4 12 2 -3 39 1 3 51 2 3 39 1 3 51 2 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 01 2 O 01 1 O 01 2 O 01 1 -0 03 2 0 03 1 0 03 2 0 03 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 -0 01 1 -0 01 2 0 01 1 0 01 2 O 01 2 O 01 1 O 01 2 O 01 1 -0 02 2 0 02 1 0 02 2 0 02 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 Job Page 51 Date 8/20/99 File EDIZRR70 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 0 01 1 0 01 2 0 01 1 -0 01 2 O 01 1 O 01 2 O 01 1 O 01 2 0 01 2 -0 01 1 O 00 1 0 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 0 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 0 02 2 0 02 1 0 02 2 0 02 1 O 02 1 O 02 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 52 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 147 1 U -3 42 1 0 03 1 0 02 1 0 00 2 L -3 57 2 0 03 2 0 02 2 0 00 1 2 U -3 42 1 0 03 1 0 02 1 0 00 2 L -3 57 2 0 03 2 0 02 2 0 00 1 148 1 U -2 86 1 -0 01 1 -0 01 1 0 00 1 L -2 99 2 -0 01 2 -0 01 2 0 00 2 2 U -2 85 1 -0 01 1 -0 01 1 0 00 1 L -2 99 2 -0 01 2 -0 01 2 0 00 2 149 1 U -2 85 1 0 00 2 0 01 2 0 00 1 L -2 99 2 0 00 1 0 01 1 0 00 2 2 U -2 85 1 0 00 2 0 01 2 0 00 1 L -2 98 2 0 00 1 0 01 1 0 00 2 150 1 U -2 28 1 0 00 1 0 00 1 0 00 1 L -2 41 2 0 00 2 0 00 2 0 00 2 2 U -2 27 1 0 00 1 0 00 1 0 00 1 L -2 40 2 0 00 2 0 00 2 0 00 2 151 1 U -2 28 1 0 00 2 0 00 2 0 00 1 L -2 43 2 0 00 1 0 00 1 0 00 2 2 U -2 27 1 0 00 2 0 00 2 0 00 1 L -2 42 2 0 00 1 0 00 1 0 00 2 152 1 U -1 80 1 -0 01 1 -0 01 1 0 00 2 L -1 92 2 -0 01 2 -0 01 2 0 00 1 2 U -1 80 1 -0 01 1 -0 01 1 0 00 2 L -1 91 2 -0 01 2 -0 01 2 0 00 1 153 1 U -1 80 1 0 01 2 0 01 2 0 00 2 L -1 91 2 0 00 1 0 01 1 0 00 1 2 U -1 79 1 0 01 2 0 01 2 0 00 2 L -1 91 2 0 00 1 0 01 1 0 00 1 154 1 U -1 33 1 0 00 1 0 00 1 0 00 1 L -1 42 2 0 00 2 0 00 2 0 00 2 2 U -1 32 1 0 00 1 0 00 1 0 00 1 L -1 41 2 0 00 2 0 00 2 0 00 2 155 1 U -1 31 1 0 01 2 0 00 2 0 00 1 L -1 41 2 0 01 1 0 00 1 0 00 2 2 U -1 31 1 0 01 2 0 00 2 0 00 1 L -1 40 2 0 01 1 0 00 1 0 00 2 0 01 2 -0 01 1 O 01 1 O 01 2 O 01 1 O 01 2 0 01 1 0 01 2 0 01 1 -0 01 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 01 2 O 00 1 O 01 2 O 00 1 O 00 1 0 01 2 O 00 1 0 01 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 02 1 O 02 2 0 01 2 -0 02 1 0 01 2 0 02 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 0 00 1 O 00 1 -0 01 2 O 00 1 0 01 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 -0 01 1 0 01 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 156 1 U L 2 U L 157 1 U L 2 U L 158 1 U L 2 U L 159 1 U L 2 U L 160 1 U L 2 U L 161 1 U L 2 U L 162 1 U L 2 U L 163 1 U L 2 U L 164 1 U L 2 U L Envelope Section Forces -0 84 1 -0 92 2 0 83 1 -0 91 2 -0 83 1 0 91 2 -0 82 1 -0 90 2 -0 59 1 -0 67 2 -0 58 1 0 67 2 0 58 1 -0 67 2 -0 58 1 -0 67 2 -0 41 1 -0 45 2 -0 40 1 0 45 2 -0 40 1 0 45 2 0 40 1 -0 44 2 0 24 1 0 26 2 0 24 1 -0 25 2 -0 24 1 0 25 2 -0 23 1 -0 25 2 -0 09 2 0 11 1 0 09 2 -0 10 1 Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft 0 01 1 0 01 2 -0 01 1 0 01 2 O 00 2 O 00 1 O 00 2 O 00 1 O 01 1 O 01 2 O 01 1 O 01 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 01 2 O 00 1 O 01 2 O 00 1 O 00 1 0 01 2 O 00 1 -0 01 2 O 01 2 O 00 1 O 01 2 O 00 1 O 00 1 0 01 2 O 00 1 -0 01 2 -0 02 2 0 02 1 0 02 2 -0 02 1 O 05 1 O 04 2 O 05 1 O 04 2 -0 02 2 0 03 1 0 02 2 0 03 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 0 01 2 O 00 1 0 01 2 O 01 2 O 00 1 O 01 2 O 00 1 O 00 1 0 01 2 O 00 1 0 01 2 O 01 2 O 00 1 O 01 2 O 00 1 O 00 1 -0 01 2 O 00 1 -0 01 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 0 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 Job Page 53 Date 8/20/99 File EDIZRR70 O 00 2 O 00 1 0 02 2 0 02 1 0 02 2 -0 02 1 O 04 1 O 03 2 O 04 1 O 03 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 0 01 1 0 01 2 O 01 2 O 01 1 O 01 2 O 00 1 O 01 1 O 01 2 0 01 1 O 01 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 0 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 165 1 U L 2 U L 166 1 U L 2 U L 167 1 U L 2 U L 168 1 U L 2 U L 169 1 U L 2 U L 170 1 U L 2 U L 171 1 U L 2 U L 172 1 U L 2 U L 173 1 U L 2 U L -0 09 2 -0 10 1 -0 09 2 -0 09 1 O 03 2 O 01 1 O 03 2 O 01 1 84 44 1 57 18 2 84 46 1 57 19 2 75 58 1 52 48 2 75 60 1 52 49 2 66 71 1 51 54 2 66 72 1 51 55 2 57 24 1 46 81 2 57 26 1 46 82 2 47 32 1 42 00 2 47 35 1 42 02 2 35 31 2 35 13 1 35 32 2 35 16 1 33 23 2 32 96 1 33 24 2 32 98 1 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 17 2 -0 01 1 O 17 2 0 01 1 0 24 2 0 28 1 O 24 2 0 28 1 O 00 2 -0 03 1 O 00 2 -0 03 1 -0 08 2 -0 14 1 -0 08 2 0 14 1 0 02 2 0 05 1 0 02 2 0 05 1 O 01 1 -0 01 2 O 01 1 O 00 2 O 05 1 O 05 2 O 05 1 O 05 2 O 01 2 O 00 1 O 01 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 0 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 Job Page 54 Date 8/20/99 File EDIZRR70 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 1 O 04 1 0 43 2 0 20 2 -0 57 1 O 14 1 0 40 2 O 00 1 O 00 1 O 07 1 O 00 2 -0 19 2 -0 29 1 O 06 1 O 00 2 0 10 2 -0 16 1 O 08 1 0 02 2 O 07 1 0 03 2 O 00 1 0 00 1 O 00 1 O 00 1 -0 16 2 0 17 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 174 1 U L 2 U L 175 1 U L 2 U L 176 1 U L 2 U L 177 1 U L 2 U L 178 1 U L 2 U L 179 1 U L 2 U L 180 1 U L 2 U L 181 1 U L 2 U L 182 1 U L 2 U L 30 54 2 30 10 1 30 55 2 30 12 1 28 68 2 28 17 1 28 69 2 28 19 1 26 42 2 25 80 1 26 43 2 25 82 1 24 37 2 23 70 1 24 38 2 23 72 1 22 38 2 21 64 1 22 39 2 21 65 1 20 36 2 19 58 1 20 37 2 19 60 1 18 38 2 17 57 1 18 39 2 17 58 1 16 48 2 15 64 1 16 48 2 15 66 1 14 49 2 13 66 1 14 50 2 13 67 1 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft 0 04 2 0 05 1 -0 04 2 -0 05 1 O 00 1 0 01 2 O 00 1 -0 01 2 O 02 2 O 01 1 O 02 2 O 02 1 O 01 1 O 01 2 O 01 1 O 01 2 0 03 2 -0 03 1 0 03 2 -0 03 1 O 01 2 O 01 1 O 01 1 O 01 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 0 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 Job Page 55 Date 8/20/99 File EDIZRR70 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 0 16 2 0 17 1 0 02 1 0 02 2 0 02 1 -0 02 2 O 00 1 O 00 1 O 00 2 O 00 1 -0 05 1 0 05 2 -0 05 1 0 05 2 0 09 2 0 09 1 -0 09 2 -0 09 1 O 00 2 O 00 1 0 00 1 O 00 1 -0 04 2 0 04 1 -0 04 2 0 04 1 -0 03 1 0 04 2 0 03 1 -0 04 2 0 03 2 0 03 1 0 03 2 0 03 1 0 03 1 0 04 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 56 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 183 1 U 12 76 2 0 00 1 0 00 2 0 00 1 L 11 91 1 0 00 2 0 00 1 0 00 2 2 U 12 77 2 0 00 1 0 00 2 0 00 1 L 11 93 1 0 00 2 0 00 1 0 00 2 184 1 U 10 72 2 -0 01 2 0 00 1 0 00 1 L 9 91 1 -0 01 1 0 00 2 0 00 2 2 U 10 72 2 -0 01 1 0 00 1 0 00 1 L 9 92 1 -0 01 2 0 00 2 0 00 2 185 1 U -1.09 2 0 00 1 0 00 1 0 00 1 L -7 14 1 0 00 2 0 00 2 0 00 2 2 U -1 10 2 0 01 2 0 00 2 0 00 1 L -7 14 1 0 00 1 0 00 1 0 00 2 186 1 U -3 56 2 0 00 1 0 00 1 0 00 2 L -7 54 1 0 00 2 0 00 2 0 00 1 2 U -3 56 2 0 00 2 0 00 2 0 00 2 L -7 53 1 0 00 1 0 00 1 0 00 1 187 1 U -0 86 2 0 00 1 0 00 1 0 00 1 L -0 95 1 0 00 2 0 00 2 0 00 2 2 U -0 87 2 0 01 2 0 00 2 0 00 1 L -0 95 1 0 00 1 0 00 1 0 00 2 188 1 U -0 77 2 0 00 1 0 00 1 0 00 2 L -0 84 1 0 00 2 0 00 2 0 00 1 2 U -0 78 2 0 00 2 0 00 2 0 00 2 L -0 84 1 0 00 1 0 00 1 0 00 1 189 1 U -0 83 2 0 00 1 0 00 1 0 00 2 L -0 89 1 0 00 2 0 00 2 0 00 1 2 U -0 83 2 0 00 2 0 00 2 0 00 2 L -0 89 1 0 00 1 0 00 1 0 00 1 190 1 U -0 76 2 0 00 1 0 00 1 0 00 2 L -0 81 1 0 00 2 0 00 2 0 00 1 2 U -0 76 2 0 00 2 0 00 2 0 00 2 L -0 80 1 0 00 1 0 00 1 0 00 1 191 1 U -0 69 2 0 00 1 0 00 1 0 00 2 L -0 73 1 0 00 2 0 00 2 0 00 1 2 U -0 70 2 0 00 2 0 00 2 0 00 2 L -0 73 1 0 00 1 0 00 1 0 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 01 2 -0 01 1 O 00 1 O 00 1 O 00 2 -0 01 1 O 00 1 O 00 1 O 01 2 O 01 1 O 00 1 O 00 1 O 01 2 O 01 1 O 00 1 O 00 1 O 01 2 O 01 1 O 00 1 O 00 1 O 01 2 O 00 1 O 00 1 O 00 1 0 01 2 O 01 1 0 03 1 -0 04 2 -0 02 1 0 02 2 -0 02 1 0 02 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 192 1 U L 2 U L 193 1 U L 2 U L 194 1 U L 2 U L 195 1 U L 2 U L 196 1 U L 2 U L 197 1 U L 2 U L 198 1 U L 2 U L 199 1 U L 2 U L 200 1 U L 2 U L -0 61 2 -0 64 1 -0 61 2 -0 64 1 0 49 2 -0 52 1 -0 50 2 -0 52 1 -0 36 1 0 38 2 -0 36 1 -0 38 2 -1 15 2 -7.33 1 -1 16 2 -7 32 1 -3 66 2 -7.43 1 -3 67 2 7 43 1 -3 30 2 -7 27 1 -3 31 2 -7 27 1 -1 20 2 -1 32 1 -1 21 2 1 32 1 0 93 2 -1 01 1 -0 93 2 -1 01 1 0 80 2 0 86 1 -0 80 2 -0 86 1 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 01 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 0 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 Job Page 57 Date 8/20/99 File EDIZRR70 O 00 1 O 00 1 O 01 2 O 01 1 O 00 1 O 00 1 O 01 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 01 2 -0 01 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 01 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 01 2 O 00 1 O 00 1 O 00 1 O 01 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 201 1 U L 2 U L 202 1 U L 2 U L 203 1 U L 2 U L 204 1 U L 2 U L 205 1 U L 2 U L 206 1 U L 2 U L 207 1 U L 2 U L 208 1 U L 2 U L 209 1 U L 2 U L -0 74 2 -0 79 1 -0 75 2 -0 78 1 -0 69 2 -0 72 1 -0 70 2 -0.72 1 -0 67 2 -0 69 1 -0 67 2 -0 68 1 O 75 2 O 73 1 O 75 2 O 73 1 -0 73 1 -0 75 2 -0 73 1 -0 75 2 O 75 2 O 74 1 O 75 2 O 74 1 0 70 1 0 71 2 -0 69 1 0 71 2 O 69 2 O 67 1 O 69 2 O 67 1 -0 62 1 0 64 2 0 62 1 -0 64 2 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 0 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 Job Page 58 Date 8/20/99 File EDIZRR70 O 00 1 O 00 1 O 01 2 O 01 1 O 00 1 O 00 1 O 01 2 O 01 1 O 00 1 O 00 1 O 01 2 O 01 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 210 1 U L 2 U L 211 1 U L 2 U L 212 1 U L 2 U L 213 1 U L 2 U L 214 1 U L 2 U L 215 1 U L 2 U L 216 1 U L 2 U L 217 1 U L 2 U L 218 1 U L 2 U L O 64 2 O 63 1 O 65 2 O 63 1 0 63 1 -0 64 2 -0 63 1 -0 64 2 O 09 1 O 08 2 O 09 1 O 08 2 O 55 2 O 51 1 O 55 2 O 51 1 -0 50 1 -0 53 2 -0 49 1 0 53 2 O 52 2 O 49 1 O 52 2 O 49 1 -0 48 1 -0 51 2 -0 48 1 -0 51 2 O 51 2 0 49 1 O 51 2 O 49 1 -0 46 1 -0 48 2 0 46 1 -0 48 2 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft 0 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 Job Page 59 Date 8/20/99 File EDIZRR70 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 0 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 60 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 219 1 U 0 42 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 40 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 42 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 40 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 220 1 U -0 23 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L -0 28 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 2 U -0.23 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L -0 27 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 221 1 U 0 02 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 02 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 02 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 02 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 222 1 U 0 22 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 17 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 22 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 17 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 223 1 U -0 16 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L -0 20 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 2 U -0.16 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L -0 20 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 224 1 U 0 19 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 15 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 19 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 15 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 225 1 U -0 13 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L -0 16 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 2 U -0 13 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L -0 16 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 226 1 U 0 15 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 12 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 15 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 13 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 227 1 U -0 11 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L -0 13 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 2 U -0 11 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L -0 13 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 61 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 228 1 U 0 11 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 10 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 12 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 10 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 229 1 U -0.08 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L -0 10 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 2 U -0 08 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L -0 10 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 230 1 U 0 05 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 04 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 05 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 04 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 231 1 U 2 95 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 2 94 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 232 1 U 2 58 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 2 58 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 233 1 U 2 96 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 2 95 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 234 1 U 2 61 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 2 61 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 235 1 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 236 1 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 62 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 237 1 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00.1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 238 1 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 239 1 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 240 1 U 0 00 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L -0 01 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 00 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L -0 02 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 241 1 U 1 68 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 1 52 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 1 68 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 1 52 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 242 1 U 1 68 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 1 50 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 1 69 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 1 50 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 243 1 U 0 80 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 77 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 80 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 76 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 244 1 U 0 81 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 75 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 81 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 75 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 245 1 U 1 24 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 1 16 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 1 25 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 1 16 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 63 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K ft 246 1 U 1 25 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 1 14 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 1 25 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 1 14 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 247 1 U 0 84 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 81 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 85 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 80 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 248 1 U 0 85 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 79 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 85 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 78 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 249 1 U 1 01 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 96 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 1 01 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 95 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 250 1 U 1 01 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 94 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 1 01 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 93 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 251 1 U 0 87 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 84 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 87 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 83 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 252 1 U 0.87 1 0.00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 82 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 87 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 82 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 253 1 U 0 81 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 78 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 81 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 78 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 254 1 U 0 81 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 76 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 82 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 76 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 64 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 255 1 U 0 82 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 80 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 82 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 80 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 256 1 U 0 82 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 78 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 82 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 78 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 257 1 U 0 76 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 75 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 76 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 74 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 258 1 U 0 76 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 73 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 76 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 72 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 259 1 U 0 72 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 71 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 73 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 71 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 260 1 U 0 72 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 69 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 72 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 69 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 261 1 U 0 71 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 71 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 72 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 71 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 262 1 U 0 71 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 69 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 72 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 69 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 263 1 U 0 63 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 62 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 63 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 62 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 65 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 264 1 U 0 63 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 61 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 63 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 60 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 265 1 U 0 68 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L 0 67 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 68 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 67 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 266 1 U 0 67 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 67 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 67 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 66 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 267 1 U 9.52 2 0 00 2 0 00 1 0. 00 1 0 00 1 0 00 1 L 8 74 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 9.52 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 8 75 1 0 00 1 0 00 2 0 00 2 0 00 2 0 00 2 268 1 U 8 93 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 8 17 1 0 00 2 0 00 1 0 00 2 0 00 2 0 00 2 2 U 8 93 2 0 00 1 0 00 2 0 00 1 0 00 2 0 00 1 L 8 18 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 2 269 1 U 8 32 2 0 00 1 0 00 1 0 00 1 0 00 2 0 00 1 L 7 58 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 2 2 U 8 33 2 0 00 1 0 00 1 0 00 1 0 00 2 -0 01 2 L 7 59 1 0 00 2 0 00 2 0 00 2 0 00 1 -0 01 1 270 1 U 7 72 2 -0 01 2 0 01 1 0 00 2 0 00 2 -0 01 2 L 7 00 1 -0 01 1 0 01 2 0 00 1 0 00 1 -0 01 1 2 U 7 72 2 -0 01 2 0 01 1 0 00 2 0 01 1 0 01 1 L 7 00 1 -0 01 1 0 01 2 0 00 1 0 01 2 0 00 2 271 1 U 7 07 2 0 01 1 -0 01 2 0 00 1 0 01 1 0 01 1 L 6 40 1 0 01 2 -0 01 1 0 00 2 0 01 2 0 00 2 2 U 7 08 2 0 01 1 -0 01 2 0 00 1 0 00 2 -0 01 2 L 6 40 1 0 01 2 -0 01 1 0 00 2 0 00 1 -0 01 1 272 1 U 6 51 2 0 00 2 0 00 2 0 00 1 0 00 2 -0 01 2 L 5 85 1 0 00 1 0 00 1 0 00 2 0 00 1 -0 01 1 2 U 6 51 2 0 00 2 0 00 2 0 00 1 0 00 2 0 00 1 L 5 86 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 66 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 273 1 U 5 95 2 0 00 2 0 00 1 0 00 2 0 00 2 0 00 1 L 5 32 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 2 2 U 5 96 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 L 5 32 1 0 00 1 0 00 2 0 00 1 0 00 2 0 00 2 274 1 U 5 38 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L 4 76 1 0 00 2 0 00 1 0 00 1 0 00 2 0 00 2 2 U 5 39 2 0.00 1 0 00 2 0 00 2 0 00 1 0 00 1 L 4 77 1 0 00 2 0 00 1 0 00 1 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0 00 1 0 00 2 0 00 2 0 00 2 2 U 2 37 2 0 01 1 0 00 2 0 00 1 0 01 1 -0 02 2 L 1 95 1 0 01 2 0 00 1 0 00 2 0 01 2 -0 02 1 281 1 U 1.93 2 -0 03 2 -0 03 2 0 00 1 0 01 1 -0 01 2 L 1 53 1 -0 03 1 -0 03 1 0 00 2 0 01 2 -0 02 1 2 U 1 93 2 -0 03 2 -0 03 2 0 00 1 -0 02 2 0 02 1 L 1 54 1 -0 03 1 -0 03 1 0 00 2 -0 03 1 0 02 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 67 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 282 1 U 1 48 2 0 02 1 0 02 1 0 00 2 -0 02 2 0 02 1 L 1 16 1 0 02 2 0 02 2 0 00 1 -0 03 1 0 02 2 2 U 1 48 2 0 02 1 0 02.1 0 00 2 0 00 1 0 00 1 L 1 16 1 0 02 2 0 02 2 0 00 1 0 00 1 0 00 1 283 1 U 1 24 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 96 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 2 U 1 24 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 2 L 0 97 1 0 00 2 0 00 2 0 00 1 0 00 2 0 00 1 284 1 U 1 02 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 2 L 0 80 1 0 00 1 0 00 1 0 00 1 0 00 2 0 00 1 2 U 1 02 2 0 00 2 0 00 2 0 00 2 0 00 2 0 00 1 L 0 80 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 2 285 1 U 0 82 2 0 00 1 0 00 1 0 00 2 0 00 2 0 00 1 L 0 64 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 2 2 U 0 83 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 L 0 65 1 0 00 2 0 00 2 0 00 1 0 00 2 0 00 2 286 1 U 0 64 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L 0 50 1 0 00 2 0 00 1 0 00 1 0 00 2 0 00 2 2 U 0 64 2 0 00 1 0 00 2 0 00 2 0 00 2 0 00 2 L 0 50 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 287 1 U 0 47 2 0 00 2 0 00 1 0 00 2 0 00 2 0 00 2 L 0 37 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 2 U 0 48 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 L 0 37 1 0 00 1 0 00 2 0 00 1 0 00 2 0 00 2 288 1 U 0 32 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L 0 25 1 0 00 1 0 00 1 0 00 1 0 00 2 0 00 2 2 U 0 33 2 0 00 2 0 00 2 0 00 2 0 00 2 0 00 1 L 0 25 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 2 289 1 U 0 19 2 0 00 1 0 00 1 0 00 2 0 00 2 0 00 1 L 0 15 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 2 2 U 0 20 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 2 L 0 15 1 0 00 2 0 00 2 0 00 1 0 00 2 0 00 1 290 1 U 0 08 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 2 L 0 05 1 0 00 1 0 00 1 0 00 1 0 00 2 0 00 1 2 U 0 09 2 0 00 2 0 00 2 0 00 2 0 00 2 0 00 2 L 0 06 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 68 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 291 1 U 2 96 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 2 95 2 0 00 1 0 00 2 0 00 1 0 00 2 0 00 1 L 0 00 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 2 292 1 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 293 1 U 1 68 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 1 52 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 1 68 1 0 00 1 0 00 2 0 00 1 0 00 2 0 00 2 L 1 51 2 0 00 2 0 00 1 0 00 2 0 00 1 -0 01 1 294 1 U 1.24 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 1 16 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 1.24 1 0 00 1 0 00 2 0 00 1 0 00 2 0 00 2 L 1 16 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 295 1 U 1 01 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 0 96 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 1 01 1 0 00 1 0 00 2 0 00 1 0 00 2 0 00 2 L 0 95 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 296 1 U 0 81 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 0 78 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 0 81 1 0 00 1 0 00 2 0 00 1 0 00 2 0 00 2 L 0 78 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 297 1 U 0 76 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 0 75 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 0 77 1 0 00 1 0 00 2 0 00 1 0 00 2 -0 01 2 L 0 74 2 0 00 2 0 00 1 0 00 2 0 00 1 -0 01 1 298 1 U 0 73 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 0 73 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 0 73 1 0 00 1 0 00 2 0 00 1 0 00 2 -0 01 2 L 0 72 2 0 00 2 0 00 1 0 00 2 0 00 1 -0 01 1 299 1 U 0 73 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 0 71 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 0 72 2 0 00 1 0 00 2 0 00 1 0 00 2 -0 01 2 L 0 71 1 0 00 2 0 00 1 0 00 2 0 00 1 -0 01 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 69 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 300 1 U 0 27 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 27 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U 0 27 2 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 27 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 301 1 U 2 94 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 2 U 2 93 2 0 00 1 0 00 2 0 00 1 0 00 2 0 00 1 L 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 2 302 1 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 303 1 U 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L -0 01 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 0 00 2 0 00 1 0 00 2 0 00 1 0 00 2 0 00 2 L -0 01 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 304 1 U 0 80 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 L 0 77 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 2 U 0 80 1 0 00 1 0 00 2 0 00 2 0 00 2 -0 01 2 L 0 76 2 0 00 2 0 00 1 0 00 1 0 00 1 -0 01 1 305 1 U 0 84 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 0 80 2 0 00 1 0.00 2 0 00 2 0 00 1 0 00 1 2 U 0 84 1 0 00 1 0 00 2 0 00 1 0 00 2 0 00 2 L 0 80 2 0 00 2 0 00 1 0 00 2 0 00 1 -0 01 1 306 1 U 0 86 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 0 83 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 0 86 1 0 00 1 0 00 2 0 00 1 0 00 2 0 00 2 L 0 83 2 0 00 2 0 00 1 0 00 2 0 00 1 -0 01 1 307 1 U 0 82 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 0 80 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 0 82 1 0 00 1 0 00 2 0 00 1 0 00 2 -0 01 2 L 0 79 2 0 00 2 0 00 1 0 00 2 0 00 1 -0 01 1 308 1 U 0 71 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 0 70 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 0 71 1 0 00 1 0 00 2 0 00 1 0 00 2 0 00 2 L 0 69 2 0 00 2 0 00 1 0 00 2 0 00 1 -0 01 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 70 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 309 1 U 0 59 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 0 59 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 0 60 1 0 00 1 0 00 2 0 00 1 0 00 2 0 00 2 L 0 58 2 0 00 2 0 00 1 0 00 2 0 00 1 -0 01 1 310 1 U -0 73 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L -0 75 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 2 U -0 73 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 L -0 75 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 311 1 U 0 76 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 0 74 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 0 76 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 74 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 312 1 U -0 73 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L -0 74 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 2 U -0 72 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 L -0 74 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 313 1 U 0 73 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 L 0 71 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 2 U 0 73 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L 0 71 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 314 1 U -0 65 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L -0 67 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 2 U -0 65 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L -0 67 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 315 1 U 0 66 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L 0 63 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 0 66 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 64 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 316 1 U -0 62 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L -0 64 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 2 U -0 62 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 L -0 64 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 317 1 U 0 65 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 L 0 63 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 2 U 0 65 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L 0 63 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 318 1 U L 2 U L 319 1 U L 2 U L 320 1 U L 2 U L 321 1 U L 2 U L 322 1 U L 2 U L 323 1 U L 2 U L 324 1 U L 2 U L 325 1 U L 2 U L 326 1 U L 2 U L -0 01 2 -0 02 1 -0 01 2 0 02 1 -0 51 1 0 55 2 -0 50 1 -0 55 2 O 54 2 O 50 1 O 54 2 O 51 1 0 49 1 -0 52 2 -0 48 1 -0 52 2 O 51 2 O 48 1 O 51 2 O 48 1 -0 48 1 -0 51 2 -0 48 1 0 50 2 O 51 2 O 49 1 O 51 2 O 50 1 0 36 1 -0 39 2 -0 36 1 -0 39 2 O 29 2 O 25 1 O 29 2 O 25 1 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 Job Page 71 Date 8/20/99 File EDIZRR70 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 327 1 U L 2 U L 328 1 U L 2 U L 329 1 U L 2 U L 330 1 U L 2 U L 331 1 U L 2U L 332 1 U L 2 U L 333 1 U L 2 U L 334 1 U L 2 U L 335 1 U L 2 U L O 01 1 O 01 2 O 01 1 O 01 2 -0 17 1 -0 22 2 -0 17 1 -0 22 2 O 21 2 O 16 1 O 21 2 O 16 1 -0 15 1 -0 18 2 -0 14 1 -0 18 2 O 17 2 O 14 1 0.17 2 O 14 1 -0 12 1 -0 15 2 -0 12 1 -0 15 2 O 14 2 O 11 1 O 14 2 O 11 1 -0 09 1 -0 11 2 -0 09 1 -0 11 2 O 10 2 O 08 1 O 10 2 O 09 1 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 Job Page 72 Date 8/20/99 File EDIZRR70 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 0 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 0 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 0 00 1 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 73 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K ft K -ft 336 1 U -0 02 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L -0 02 2 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 2 U -0 02 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L -0 02 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 337 1 U -1 16 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L -7 33 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 2 U -1 16 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L -7 33 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 338 1 U -0 83 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L -7 28 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 2 U -0 84 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L -7 27 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 339 1 U -1 09 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L -7 15 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 2 U -1 10 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L -7 15 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 340 1 U -0 78 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L -7 09 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 2 U -0 79 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L -7 09 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 341 1 U -3 66 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L -7.43 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 2 U -3.67 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 L -7 43 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 342 1 U -3 68 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L -7 39 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 2 U -3 69 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 L -7 39 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 343 1 U -3 56 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L -7 55 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 2 U -3 57 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 L -7 54 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 344 1 U -3 57 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L -7 50 1 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 2 U -3 58 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 L -7 50 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 345 1 U L 2 U L 346 1 U L 2 U L 347 1 U L 2 U L 348 1 U L 2 U L 349 1 U L 2 U L 350 1 U L 2 U L 351 1 U L 2 U L 352 1 U L 2 U L 353 1 U L 2 U L -3 30 2 -7 27 1 -3 31 2 -7 27 1 -3 32 2 -7 27 1 -3 32 2 -7 26 1 0 86 2 -0 95 1 0 87 2 -0 95 1 0 87 2 -0 94 1 -0 88 2 0 94 1 -1 20 2 -1 33 1 -1 21 2 -1 32 1 1 21 2 -1 31 1 1 22 2 -1 31 1 -0 77 .2 -0 84 1 0 78 2 -0 84 1 -0 79 2 0 83 .1 0 79 2 -0 83 1 -0 93 2 1 02 1 -0 93 2 -1 01 1 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K ft O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 0.00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 Job Page 74 Date 8/20/99 File EDIZRR70 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 0 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 354 1 U L 2 U L 355 1 U L 2 U L 356 1 U L 2 U L 357 1 U L 2 U L 358 1 U L 2 U L 359 1 U L 2 U L 360 1 U L 2 U L 361 1 U L 2 U L 362 1 U L 2 U L 0 94 2 1 01 1 -0 95 2 -1 00 1 -0 83 2 -0 89 1 -0 83 2 0 89 1 0 84 2 -0 88 1 0 85 2 -0 88 1 -0 80 2 -0 87 1 -0 81 2 -0 87 1 -0 81 2 -0 86 1 -0 82 2 -0 86 1 -0 76 2 -0 81 1 -o 76 2 -0 80 1 -0 77 2 0 80 1 -0 77 2 -0 79 1 -0 75 2 -0 79 1 -0 75 2 -0 79 1 -0 75 2 -0 78 1 0 76 2 -0 78 1 Envelope Section Forces Shear Shear y -y lc z -z lc Torque lc K K K -f t O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 0 00 2 0 00 2 0 00 1 O 00 1 O 00 2 0 00 2 O 00 1 0 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 0 00 1 O 00 2 O 00 1 Job Page Date File Moment y K -ft 75 8/20/99 EDIZRR70 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 Moment lc z -z lc K -ft O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 363 1 U L 2 U L 364 1 U L 2 U L 365 1 U L 2 U L 366 1 U L 2 U L 367 1 U L 2 U L 368 1 U L 2 U L 369 1 U L 2 U L 370 1 U L 2 U L 371 1 U L 2 U L 0 69 2 -0 73 1 -0 70 2 -0 73 1 0 70 2 -0 72 1 -0 70 2 0 72 1 0 70 2 0 74 1 -0 71 2 -0 74 1 -0 71 2 -0 73 1 -0 72 2 -0 72 1 -0 59 2 0 63 1 -0 60 2 -0 63 1 -0 60 2 -0 62 1 -0 60 2 0 61 1 -0 70 2 0 72 1 -0 71 2 -0 72 1 -0 71 2 -0 71 1 -0 71 1 -0 71 2 -0 45 2 0.48 1 -0 46 2 0 48 1 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K ft K -ft O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 0 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 Job Page 76 Date 8/20/99 File EDIZRR70 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 77 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K ft K -ft K -ft 372 1 U -0 46 2 0 00 1 0 00 2 0 00 2 L -0 47 1 0 00 2 0 00 1 0 00 1 2 U -0 46 2 0 00 2 0 00 1 0 00 2 L -0 47 1 0 00 1 0 00 2 0 00 1 373 1 U -1 68 2 0 00 1 0 00 2 0 00 1 L -2 27 1 0 00 2 0 00 1 0 00 2 2 U -1 69 2 0 00 2 0 00 1 0 00 1 L -2 26 1 0 00 1 0 00 2 0 00 2 374 1 U -1 37 2 0 00 2 0 00 2 0 00 2 L -1 76 1 0 00 1 0 00 1 0 00 1 2 U -1 38 2 0 00 2 0 00 1 0 00 2 L -1 76 1 0 00 1 0 00 2 0 00 1 375 1 U -1 46 2 0 00 2 0 00 2 0 00 1 L -1 91 1 0 00 1 0 00 1 0 00 2 2 U -1 47 2 0 00 2 0 00 1 0 00 1 L -1 91 1 0 00 1 0 00 2 0 00 2 376 1 U -1 39 2 0 00 2 0 00 2 0 00 1 L -1 66 1 0 00 1 0 00 1 0 00 2 2 U -1 39 2 0 00 2 0 00 1 0 00 1 L -1 66 1 0 00 1 0 00 2 0 00 2 377 1 U -1 37 2 0 00 2 0 00 2 0 00 2 L -1 52 1 0 00 1 0 00 1 0 00 1 2 U -1 37 2 0 00 2 0 00 1 0 00 2 L -1 52 1 0 00 1 0 00 2 0 00 1 378 1 U -0 53 2 0 00 2 0 00 2 0 00 2 L -0 60 1 0 00 1 0 00 1 0 00 1 2 U -0 54 2 0 00 2 0 00 1 0 00 2 L -0 60 1 0 00 1 0 00 2 0 00 1 379 1 U 0 40 1 0 00 2 0 01 2 0 00 1 L 0 35 2 0 00 1 0 00 1 0 00 2 2 U 0 40 1 0 00 2 0 00 1 0 00 1 L 0 35 2 0 00 1 0 00 2 0 00 2 380 1 U -0 30 2 0 00 2 0 00 2 0 00 2 L -0 32 1 0 00 1 0 00 1 0 00 1 2 U -0 30 2 0 00 2 0 00 1 0 00 2 L -0 32 1 0 00 1 0 00 2 0 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 01 1 O 00 2 O 00 1 O 00 1 O 01 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 01 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 -0 01 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 0. 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 -0 01 2 O 00 1 O 00 1 O 00 1 0 00 2 O 00 1 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 381 1 U L 2 U L 382 1 U L 2 U L 383 1 U L 2 U L 384 1 U L 2 U L 385 1 U L 2 U L 386 1 U L 2 U L 387 1 U L 2 U L 388 1 U L 2 U L 389 1 U L 2 U L O 11 1 O 09 2 O 11 1 O 09 2 -0 08 2 -0 08 1 -0 08 1 -0 08 2 -0 04 1 -0 04 2 0 04 1 -0 05 2 O 01 2 O 01 1 O 01 1 O 00 2 -0 05 1 -0 05 2 0 05 1 -0 06 2 -0 03 1 -0 03 2 -0 03 1 -0 03 2 O 00 1 O 00 2 O 00 1 -0 01 2 -0 08 1 -0 09 2 -0 08 1 -0 09 2 O 08 2 O 07 1 O 07 1 O 07 2 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2. O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 Job Page 78 Date 8/20/99 File EDIZRR70 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 0.00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 79 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K ft K -ft 390 1 U -0 19 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L -0 19 2 0 00 1 0 00 1 0 00 1 0 00 2 0 00 2 2 U -0 18 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 L -0 20 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 391 1 U -0 83 2 0 00 1 0 00 1 0 00 2 0 02 2 0 00 1 L -7 27 1 -0 01 2 -0 01 2 0 00 1 0 02 1 0 00 2 2 U -0 84 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L -7 27 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 392 1 U -0 78 2 0 00 1 0 00 1 0 00 2 0 02 1 0 00 1 L -7 08 1 -0 01 2 -0 01 2 0 00 1 0 02 2 0 00 2 2 U -0 79 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L -7 08 1 -0 01 1 0 00 1 0 00 1 0 00 1 0 00 1 393 1 U -3 68 2 0 00 1 0 00 1 0 00 2 0 01 2 0 00 1 L -7 39 1 -0 01 2 0 00 2 0 00 1 0 01 1 0 00 2 2 U -3 69 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L -7 39 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 394 1 U -3 57 2 0 00 1 0 00 1 0 00 2 0 02 1 0 00 2 L -7 49 1 -0 01 2 -0 01 2 0 00 1 0 02 2 0 00 1 2 U -3 58 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L -7 49 1 -0 01 1 0 00 1 0 00 1 0 00 1 0 00 1 395 1 U -3 32 2 0 00 1 0 00 1 0 00 1 0 01 1 0 00 1 L -7 26 1 0 00 2 0 00 2 0 00 2 0 00 2 0 00 2 2 U -3 32 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L -7 26 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 396 1 U -0 88 2 0 00 1 0 00 1 0 00 1 0 01 2 0 00 1 L -0 94 1 -0 01 2 0 00 2 0 00 2 0 01 1 0 00 2 2 U -0 88 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L -0 94 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 397 1 U -1 22 2 0 00 1 0 00 1 0 00 2 0 00 2 0 00 1 L -1 31 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 2 2 U -1 22 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L -1 31 1 '0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 398 1 U -0 79 2 0 00 1 0 00 1 0 00 2 0 01 2 0 00 1 L -0 84 1 0 00 2 0 00 2 0 00 1 0 01 1 0 00 2 2 U -0 80 2 0 00 2 0 00 2 0 00 2 0 00 1 0 00 1 L -0 83 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec Axial lc K 399 1 U L 2 U L 400 1 U L 2 U L 401 1 U L 2 U L 402 1 U L 2 U L 403 1 U L 2 U L 404 1 U L 2 U L 405 1 U L 2 U L 406 1 U L 2 U L 407 1 U L 2 U L -0 94 2 -1.01 1 -0 95 2 -1 01 1 -0 84 2 -0 89 1 -0 85 2 -0 88 1 -0 81 2 -0 86 1 -0.82 2 0 86 1 -0 77 2 -0 80 1 -0 78 2 -0 80 1 0 75 2 -0 78 1 -0 76 2 -0 78 1 -0.70 2 -0 73 1 0.71 2 -0 72 1 -0 70 2 -0 72 1 -0 71 2 -0 72 1 -0 62 2 -0 64 1 -0 62 2 -0 64 1 -0 68 2 -0 68 1 -0 68 1 -0 68 2 Envelope Section Forces Shear Shear Moment Moment y -y lc z -z lc Torque lc y -y lc z -z lc K K K -ft K -ft K -ft O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 0 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 Job Page 80 Date 8/20/99 File EDIZRR70 O 01 2 O 00 1 O 00 1 O 00 1 O 01 2 O 01 1 O 00 1 O 00 1 O 01 2 O 00 1 O 00 1 O 00 1 O 01 2 O 00 1 O 00 1 O 00 1 O 01 2 O 01 1 O 00 1 O 00 1 O 01 2 O 01 1 O 00 1 O 00 1 O 01 2 O 01 1 O 00 1 O 00 1 O 01 2 O 01 1 O 00 1 O 00 1 O 01 2 O 01 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 81 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 408 1 U -0 50 2 0 00 1 0 00 1 0 00 1 0 01 2 0 00 1 L -0 51 1 0 00 2 0 00 2 0 00 2 0 00 1 0 00 2 2 U -0 51 2 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 L -0 51 1 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 409 1 U 2 59 2 0 00 2 0 00 1 0 00 1 0 00 2 0 00 1 L 0 00 1 0 00 1 0 00 2 0 00 2 0 00 1 -0 01 2 2 U 2 58 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 410 1 U 2 62 2 0 00 2 0 00 1 0 00 1 0 00 2 0 00 1 L 0 00 1 0 00 1 0 00 2 0 00 2 0 00 1 -0 01 2 2 U 2 61 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 411 1 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 412 1 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 2 U 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 L 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 0 00 1 413 1 U 0 00 1 0 00 2 0 00 1 0 00 1 0 00 2 0 00 2 L -0 01 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 0 00 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L -0 02 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 414 1 U 1 69 1 0 00 2 0 00 1 0 00 1 0 00 2 0 00 2 L 1 51 2 0 00 1 0 00 2 0 00 2 0 00 1 -0 01 1 2 U 1 69 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 1 50 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 415 1 U 0 81 1 0 00 2 0 00 1 0 00 1 0 00 2 -0 01 2 L 0 75 2 0 00 1 0 00 2 0 00 2 0 00 1 -0 01 1 2 U 0 81 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 75 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 416 1 U 1 25 1 0 00 2 0 00 1 0 00 1 0 00 2 0 00 2 L 1 15 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 1 25 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 1 14 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 82 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 417 1 U 0 85 1 0 00 2 0 00 1 0 00 1 0 00 2 0 00 2 L 0 79 2 0 00 1 0 00 2 0 00 2 0 00 1 -0 01 1 2 U 0 85 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 79 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 418 1 U 1 01 1 0 00 2 0 00 1 0 00 1 0 00 2 0 00 2 L 0 94 2 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 1 02 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 94 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 419 1 U 0 87 1 0 00 2 0 00 1 0 00 2 0 00 2 0 00 2 L 0 82 2 0 00 1 0 00 2 0 00 1 0 00 1 -0 01 1 2 U 0 87 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L 0 82 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 420 1 U 0 82 1 0 00 2 0 00 1 0 00 2 0 00 2 0 00 2 L 0 77 2 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 2 U 0.82 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 L 0 76 2 0 00 2 0 00 1 0 00 1 0 00 1 0 00 1 421 1 U 0 82 1 0 00 2 0 00 1 0 00 1 0 00 2 -0 01 2 L 0 79 2 0 00 1 0 00 2 0 00 2 0 00 1 -0 01 1 2 U 0 82 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 78 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 422 1 U 0.77 1 0 00 2 0 00 1 0 00 1 0 00 2 -0 01 2 L 0 74 2 0 00 1 0 00 2 0 00 2 0 00 1 -0 01 1 2 U 0 77 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 73 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 423 1 U 0 71 1 0 00 2 0 00 1 0 00 1 0 00 2 0 00 2 L 0 69 2 0 00 1 0 00 2 0 00 2 0 00 1 -0 01 1 2 U 0 72 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 68 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 424 1 U 0 74 1 0 00 2 0 00 1 0 00 1 0 00 2 -0 01 2 L 0 72 2 0 00 1 0 00 2 0 00 2 0 00 1 -0 01 1 2 U 0 74 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 71 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 425 1 U 0 60 1 0 00 2 0 00 1 0 00 1 0 00 2 0 00 2 L 0 58 2 0 00 1 0 00 2 0 00 2 0 00 1 -0 01 1 2 U 0 60 1 0 00 1 0 00 2 0 00 1 0 00 1 0 00 1 L 0 57 2 0 00 2 0 00 1 0 00 2 0 00 1 0 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors 426 1 U L 2 U L 427 1 U L 2 U L 428 1 U L 2 U L 429 1 U L 2 U L 430 1 U L 2 U L 431 1 U L 2 U L 432 1 U L 2 U L 433 1 U L 2 U L 434 1 U L 2 U L O 72 1 O 72 2 O 72 1 O 71 2 -27 59 2 -37 20 1 -27 57 2 -37 19 1 -25 46 2 32 92 1 25 45 2 32 90 1 -21 37 2 27 94 1 21 36 2 27 92 1 -19 03 2 -23 01 1 19 02 2 -22 99 1 -27 59 2 -37 20 1 -27 57 2 37 18 1 -25 46 2 -32 91 1 -25 45 2 -32 90 1 -21 37 2 -27 93 1 -21 36 2 -27 92 1 -19 03 2 -23 01 1 19 02 2 -22 99 1 Envelope Section Forces Member Shear Shear Sec Axial lc y -y lc z -z lc Torque lc K K K K -ft O 00 2 O 00 1 O 00 1 O 00 2 0 06 1 -0 13 2 -0 06 1 -0 13 2 0 12 2 -0 12 1 -0 12 2 -0 12 1 O 00 2 -0 05 1 O 00 2 -0 05 1 0 02 2 -0 06 1 0 02 2 -0 06 1 -0 06 1 -0 13 2 0 06 1 0 13 2 0 12 2 0 12 1 -0 12 2 -0 12 1 O 00 2 0 05 1 O 00 2 -0 05 1 -0 02 2 -0 06 1 -0 02 2 -0 06 1 O 00 1 O 00 2 O 00 2 O 00 1 O 08 1 O 07 2 O 08 1 O 07 2 O 05 1 O 04 2 O 05 1 O 04 2 O 04 1 O 03 2 O 04 1 O 03 2 O 04 1 O 03 2 O 04 1 O 03 2 -0 07 2 -0 08 1 0 07 2 0 08 1 0 04 2 -0 05 1 0 04 2 0 05 1 -0 03 2 -0 04 1 0 03 2 0 04 1 -0 03 2 -0 04 1 -0 03 2 0 04 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 Job Page Date File 83 8/20/99 EDIZRR70 Moment Moment y -y lc z -z lc K -ft K -ft O 00. 2 O 00 1 O 00 1 O 00 1 -0 07 2 0 08 1 O 13 1 O 11 2 -0 09 2 0 11 1 O 00 1 O 00 2 0 04 2 0 05 1 O 06 1 O 05 2 0 04 2 -0 06 1 O 03 1 O 02 2 O 08 1 O 07 2 0 11 2 0 13 1 O 12 1 O 09 2 O 00 1 O 00 2 O 05 1 O 04 2 0 04 2 0 06 1 O 06 1 O 05 2 -0 02 2 -0 03 1 -0 01 2 -0 01 1 O 00 1 0 00 1 -0 25 1 0 31 2 0 00 2 -0 11 1 -0 30 2 0 30 1 O 00 1 O 00 1 -0 07 2 -0 15 1 -0 02 1 -0 07 2 0 13 2 0 22 1 0 07 2 0 07 1 0 26 1 -0 32 2 O 00 2 0 11 1 -0 30 2 -0 31 1 0 00 1 O 00 2 0 07 2 0 15 1 0 02 1 0 07 2 -0 13 2 0 22 1 0 07 2 -0 07 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec 435 1 U L 2 U L 436 1 U L 2 U L 437 1 U L 2 U L 438 1 U L 2 U L 439 1 U L 2 U L 440 1 U L 2 U L 441 1 U L 2 U L 442 1 U L 2 U L 443 1 U L 2 U L Shear Shear Axial lc y -y lc z -z lc Torque lc K K K K -ft 84 41 1 57 21 2 84 43 1 57 22 2 75 55 1 52 51 2 75 57 1 52 52 2 66 71 1 51 54 2 66 72 1 51 55 2 57 21 1 46 79 2 57 22 1 46 80 2 O 29 2 O 18 1 O 29 2 O 18 1 O 14 1 -0 25 2 O 14 1 -0 25 2 O 13 1 -0 25 2 O 13 1 -0 25 2 O 29 2 O 18 1 O 29 2 O 18 1 O 02 1 -0 05 2 O 02 1 -0 05 2 Envelope Section Forces O 22 1 -0 25 2 O 22 1 -0 25 2 O 03 1 -0 16 2 O 03 1 -0 16 2 O 14 1 O 08 2 O 14 1 O 08 2 O 06 1 O 02 2 O 06 1 O 02 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 01 1 O 01 2 O 00 1 O 00 2 O 02 1 O 01 2 O 02 1 O 00 2 O 00 2 -0 01 1 O 00 2 -0 02 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 Job Page 84 Date 8/20/99 File EDIZRR70 Moment Moment y -y lc z -z lc K -ft K -ft O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 -0 01 2 -0 01 1 O 00 2 O 00 1 O 00 2 -0 02 1 O 03 1 O 00 2 O 02 1 O 00 2 O 00 2 -0 01 1 O 00 2 -0 01 1 O 00 2 -0 01 1 O 00 2 O 00 1 O 00 1 O 00 2 -0 02 1 -0 44 2 O 20 2 -0 57 1 O 07 1 -0 41 2 O 00 1 O 00 2 O 07 1 O 00 2 -0 19 2 -0 29 1 -0 01 1 -0 04 2 -0 10 2 0 16 1 0 01 2 -0 01 1 O 00 2 O 00 1 O 00 2 -0 02 1 O 03 1 O 00 2 O 02 1 O 00 2 O 00 2 0 01 1 O 00 2 -0 01 1 O 00 2 -0 01 1 0 00 1 O 00 2 O 00 1 O 00 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Member Sec 444 1 U L 2 U L 445 1 U L 2 U L 446 1 U L 2 U L 447 1 U L 2 U L 448 1 U L 2 U L 449 1 U L 2 U L 450 1 U L 2 U L 451 1 U L 2 U L 452 1 U L 2 U L Shear Shear Moment Axial lc y -y lc z -z lc Torque lc y -y lc K K K K -ft K -ft O 02 1 -0 05 2 O 02 1 -0 05 2 O 27 2 O 22 1 O 27 2 O 22 1 O 18 1 0 23 2 O 18 1 0 23 2 O 18 1 -0 23 2 O 18 1 -0 23 2 O 27 2 O 22 1 O 27 2 O 22 1 O 03 1 -0 02 2 O 03 1 -0 02 2 O 03 1 -0 02 2 O 03 1 -0 02 2 O 15 1 O 05 2 O 15 1 O 05 2 O 12 1 O 06 2 O 12 1 O 06 2 Envelope Section Forces O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 01 1 O 00 2 O 01 1 O 00 2 0 03 1 O 01 2 O 02 1 O 00 2 O 00 2 -0 01 1 O 00 2 -0 02 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 01 1 O 01 2 O 01 1 O 00 2 O 03 1 O 02 2, O 02 1 O 01 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 0 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 Job Page 85 Date 8/20/99 File EDIZRR70 O 00 1 O 00 2 O 00 2 O 00 1 0 01 2 -0 02 1 O 00 1 O 00 2 O 00 2 -0 02 1 O 03 1 O 00 2 O 03 1 O 00 2 O 00 2 0 01 1 O 00 2 0 01 1 0 00 2 0 01 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 0 01 2 -0 02 1 O 00 1 O 00 2 0 01 2 0 02 1 O 03 1 O 02 2 Moment z -z lc K -ft O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 -0 01 1 O 00 1 O 00 2 O 00 2 0 02 1 O 03 1 O 00 2 O 03 1 O 00 2 O 00 2 0 01 1 O 00 2 -0 01 1 O 00 2 0 01 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 2 O 00 1 O 00 1 O 00 2 0 01 2 -0 02 1 O 00 1 O 00 2 -0 01 2 0 02 1 O 03 1 O 02 2 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 86 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 453 1 U 0 11 1 0 00 2 -0 01 2 0 00 2 0 03 1 0 03 1 L 0 06 2 0 00 1 -0 01 1 0 00 1 0 02 2 0 02 2 2 U 0 11 1 0 00 2 -0 01 2 0 00 2 -0 01 2 -0 01 1 L 0 06 2 0 00 1 -0 02 1 0 00 1 -0 01 1 -0 01 2 454 1 U 0 15 1 0 00 2 0 00 2 0 00 1 -0 01 2 -0 01 1 L 0 05 2 0 00 1 0 00 1 0 00 2 -0 01 1 -0 01 2 2 U 0 15 1 0 00 2 0 00 2 0 00 1 -0 01 2 -0 01 2 L 0 05 2 0 00 1 -0 01 1 0 00 2 -0 02 1 -0 02 1 455 1 U 0 03 2 0 00 2 0 00 1 0 00 1 0 00 2 0 00 2 L 0 00 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 1 2 U 0 04 2 0 00 2 0 00 1 0 00 1 0 00 2 0 00 1 L 0 00 1 0 00 1 0 00 2 0 00 2 0 00 1 0 00 2 456 1 U 0 04 2 0 00 1 0 00 1 0 00 2 0 00 2 0 00 1 L 0 01 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 2 2 U 0 04 2 0 00 1 0 00 1 0 00 2 0 00 2 0 00 2 L 0 01 1 0 00 2 0 00 2 0 00 1 0 00 1 0 00 1 457 1 U 5 48 1 0 00 1 0 01 1 0 00 2 0 00 1 0 00 1 L -1 37 2 0 00 1 0 01 1 0 00 1 0 00 1 0 00 1 2 U 5 48 1 0 00 1 -0 01 1 0 00 2 0 00 1 0 00 1 L -1 37 2 0 00 1 -0 01 1 0 00 1 0 00 1 0 00 1 458 1 U 5 49 1 0 00 1 0 01 1 0 00 1 0 00 1 0 00 1 L -1 37 2 0 00 1 0 01 1 0 00 2 0 00 1 0 00 1 2 U 5 49 1 0 00 1 -0 01 1 0 00 1 0 00 1 0 00 1 L -1 37 2 0 00 1 -0 01 1 0 00 2 0 00 1 0 00 1 459 1 U 2 98 1 0 00 1 -0 01 1 0 00 1 0 00 1 0 00 1 L 2.31 2 0 00 1 -0 01 1 0 00 2 0 00 1 0 00 1 2 U 2 98 1 0 00 1 0 01 1 0 00 1 0 00 1 0 00 1 L 2.31 2 0 00 1 0 01 1 0 00 2 0 00 1 0 00 1 460 1 U 5 52 1 0 00 1 0 01 1 0 00 1 0 00 1 0 00 1 L 0 64 2 0 00 1 0 01 1 0 00 2 0 00 1 0 00 1 2 U 5 52 1 0 00 1 -0 01 1 0 00 1 0 00 1 0 00 1 L 0 64 2 0 00 1 -0 01 1 0 00 2 0 00 1 0 00 1 461 1 U 5 52 1 0 00 1 0 01 1 0 00 2 0 00 1 0 00 1 L 0 64 2 0 00 1 0 01 1 0 00 1 0 00 1 0 00 1 2 U 5 52 1 0 00 1 -0 01 1 0 00 2 0 00 1 0 00 1 L 0 64 2 0 00 1 -0 01 1 0 00 1 0 00 1 0 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 87 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Moment Moment Sec Axial lc y -y lc z -z lc Torque lc y -y lc z -z lc K K K K -ft K -ft K -ft 462 1 U 2 79 1 0 00 1 -0 01 1 0 00 2 0 00 1 0 00 1 L 2 14 2 0 00 1 -0 01 1 0 00 1 0 00 1 0 00 1 2 U 2 79 1 0 00 1 0 01 1 0 00 2 0 00 1 0 00 1 L 2 14 2 0 00 1 0 01 1 0 00 1 0 00 1 0 00 1 463 1 U 5 54 1 0 00 1 0 01 1 0 00 1 0 00 1 0 00 1 L 2 72 2 0 00 1 0 01 1 0 00 2 0 00 1 0 00 1 2 U 5 54 1 0 00 1 -0 01 1 0 00 1 0 00 1 0 00 1 L 2 72 2 0 00 1 -0 01 1 0 00 2 0 00 1 0 00 1 464 1 U 5 54 1 0 00 1 0 01 1 0 00 2 0 00 1 0 00 1 L 2 73 2 0 00 1 0 01 1 0 00 1 0 00 1 0 00 1 2 U 5 54 1 0 00 1 -0 01 1 0 00 2 0 00 1 0 00 1 L 2 73 2 0 00 1 -0 01 1 0 00 1 0 00 1 0 00 1 465 1 U 2 63 1 0 00 1 -0 01 1 0 00 1 0 00 1 0 00 1 L 2 03 2 0 00 1 -0 01 1 0 00 2 0 00 1 0 00 1 2 U 2 63 1 0 00 1 0 01 1 0 00 1 0 00 1 0 00 1 L 2 03 2 0 00 1 0 01 1 0 00 2 0 00 1 0 00 1 466 1 U 5 52 1 0 00 1 0 01 1 0 00 1 0 00 1 0 00 1 L 2 60 2 0 00 1 0 01 1 0 00 2 0 00 1 0 00 1 2 U 5.52 1 0 00 1 -0 01 1 0 00 1 0 00 1 0 00 1 L 2 60 2 0 00 1 -0 01 1 0 00 2 0 00 1 0 00 1 467 1 U 5 53 1 0 00 1 0 01 1 0 00 2 0 00 1 0 00 1 L 2 60 2 0 00 1 0 01 1 0 00 1 0 00 1 0 00 1 2 U 5 53 1 0 00 1 -0 01 1 0 00 2 0 00 1 0 00 1 L 2 60 2 0 00 1 -0 01 1 0 00 1 0 00 1 0 00 1 468 1 U 2 17 1 0 00 1 -0 01 1 0 00 1 0 00 1 0 00 1 L 1 89 2 0 00 1 -0 01 1 0 00 2 0 00 1 0 00 1 2 U 2 17 1 0 00 1 0 01 1 0 00 1 0 00 1 0 00 1 L 1 89 2 0 00 1 0 01 1 0 00 2 0 00 1 0 00 1 469 1 U 3 08 1 0 00 1 0 01 1 0 00 2 0 00 1 0 00 1 L 1 16 2 0 00 1 0 01 1 0 00 1 0 00 1 0 00 1 2 U 3 08 1 0 00 1 -0 01 1 0 00 2 0 00 1 0 00 1 L 1 16 2 0 00 1 -0 01 1 0 00 1 0 00 1 0 00 1 470 1 U 3 09 1 0 00 1 0 01 1 0 00 1 0 00 1 0 00 1 L 1 16 2 0 00 1 0 01 1 0 00 2 0 00 1 0 00 1 2 U 3 09 1 0 00 1 -0 01 1 0 00 1 0 00 1 0 00 1 L 1 16 2 0 00 1 -0 01 1 0 00 2 0 00 1 0 00 1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 with strengthening Ediz Hook, Port Angeles, WA Lattice Communications Tower 3 sectors Envelope Section Forces Member Shear Shear Sec Axial lc y -y lc z -z lc Torque lc K K K K -ft 471 1 U L 2 U L 472 1 U L 2 U L 473 1 U L 2 U L 474 1 U L 2 U L 475 1 U L 2 U L 476 1 U L 2 U L 477 1 U L 2 U L 1 14 2 O 38 1 1 14 2 O 38 1 O 10 1 O 05 2 O 10 1 O 05 2 O 10 1 O 04 2 O 10 1 O 04 2 O 13 1 O 03 2 O 13 1 O 03 2 O 03 2 O 00 1 O 03 2 0.00 1 O 03 2 O 00 1 O 03 2 O 00 1 O 13 1 O 03 2 O 13 1 O 03 2 Unity Memb Chk Loc lc 1 0 458 2 1 0 003 1 2 0 418 2 1 0 003 1 3 0 450 2 1 0 002 1 4 0 389 2 1 0 002 1 5 0 292 2 1 0 001 2 O 00 1 0 00 1 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 Envelope Shear Chk Loc lc 2 2 1 1 1 -0 01 1 -0 01 1 O 01 1 O 01 1 O 01 1 O 01 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 01 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 1 O 00 2 O 00 2 O 00 1 O 00 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 2 AISC Unity Checks Fb Fb Fa yy zz Ksi Ksi -Ksi 36 87 43 99 43 99 36 87 43 99 43 99 35 91 43 99 43 99 35 91 43 99 43 99 29 51 43 99 43 99 Job Page Date File Moment y K -f t -0 01 2 -0 01 1 O 00 1 O 00 1 1 00 1 00 1 00 1 00 1 00 88 8/20/99 EDIZRR70 O 00 1 O 00 1 O 00 1 O 00 1 O 01 2 O 01 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 0 01 2 0 01 1 O 00 1 O 00 1 1 0 1 0 0 Moment lc z -z lc K -ft 00 85 00 85 85 O 00 1 O 00 1 O 00 1 O 00 1 -0 01 2 -0 01 1 O 00 1 O 00 1 O 01 1 O 01 2 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 O 00 2 O 00 1 O 00 1 O 00 1 -0 01 2 -0 01 1 O 00 1 O 00 1 Cm Cm ASD Cb yy zz Eqn 1 00 H2 -1 O 85 H2 -1 1 00 H2 -1 O 85 H2 -1 O 85 H2 -1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope AISC Unity Checks Unity Shear Fb Fb Memb Chk Loc lc Chk Loc lc Fa yy zz Ksi Ksi -Ksi 6 0 292 1 1 0 001 1 1 29 51 43 99 43 99 7 0 272 2 1 0 001 1 1 34 01 43 99 43 99 8 0 272 2 1 0 002 2 1 34 01 43 99 43 99 9 0 257 1 1 0 002 2 1 34 01 43 99 43 99 10 0.219 2 1 0 001 1 1 34 01 43 99 43 99 11 0 203 1 1 0 001 1 1 34 01 43 99 43 99 12 0 171 1 1 0 001 2 2 34 01 43 99 43 99 13 0 253 2 1 0 001 1 2 32 28 43 99 43 99 14 0 230 1 1 0 001 2 2 32 28 43 99 43 99 15 0 202 2 1 0 001 2 2 32 28 43 99 43 99 16 0 180 1 2 0 001 1 2 32 28 43 99 43 99 17 0 164 2 2 0 001 2 2 32 28 43 99 43 99 18 0 142 1 2 0 001 2 2 32 28 43 99 43 99 19 0 133 2 2 0 002 2 2 24 69 35 99 35 99 20 0 145 2 2 0 002 1 2 24 69 35 99 35 99 21 0 128 1 2 0 002 2 2 24 69 35 99 35 99 22 0 131 2 2 0 002 1 1 24 69 35 99 35 99 23 0 116 1 2 0 002 2 1 24 69 35 99 35 99 24 0.111 2 2 0 001 1 2 24 69 35 99 35 99 25 0 094 1 2 0 001 2 2 24 69 35 99 35 99 26 0 084 1 2 0 000 1 2 24 69 35 99 35 99 27 0 073 2 2 0 001 2 2 24 69 35 99 35 99 28 0 078 2 2 0 001 1 2 24 69 35 99 35 99 29 0 064 1 2 0 001 2 2 24 69 35 99 35 99 30 0 053 1 2 0 000 2 1 24 69 35 99 35 99 31 0 058 2 1 0 001 2 1 24 69 35 99 35 99 32 0 103 2 1 0 003 1 1 24 69 35 99 35 99 33 0 145 2 1 0 006 2 1 24 69 35 99 35 99 34 0 148 1 1 0 004 1 1 24 69 35 99 35 99 35 0 032 2 2 0 000 2 2 24 06 35 99 35 99 36 0 034 2 2 0 001 1 2 24 06 35 99 35 99 37 0.027 1 2 0 001 2 2 24 06 35 99 35 99 38 0.024 1 2 0 001 1 2 24 06 35 99 35 99 39 0 018 2 2 0 001 2 2 24 06 35 99 35 99 40 0 020 2 2 0 001 1 2 24 06 35 99 35 99 41 0 015 1 2 0 001 2 2 24 06 35 99 35 99 42 0 014 1 2 0 000 1 2 24 06 35 99 35 99 43 0 457 2 1 0 003 1 2 36 87 43 99 43 99 44 0 418 2 1 0 003 1 2 36 87 43 99 43 99 45 0 450 2 1 0 002 1 1 35 91 43 99 43 99 46 0 388 2 1 0 002 1 1 35 91 43 99 43 99 47 0 292 2 1 0 001 2 1 29 51 43 99 43 99 48 0 292 1 1 0 001 1 1 29 51 43 99 43 99 49 0 273 2 1 0 001 1 1 34 01 43 99 43 99 50 0 272 2 1 0 002 2 1 34 01 43 99 43 99 51 0 257 1 1 0 002 2 1 34 01 43 99 43 99 Job Page 89 Date 8/20/99 File EDIZRR70 Cm Cm ASD Cb yy zz Eqn 1 00 1 00 1 00 1 00 1 00 0 85 1 00 1 00 1 00 0 85 1 00 0 85 1 00 1 00 1 00 1 00 1 00 0 85 1 00 0 85 1 00 0 85 1 00 0 85 1 00 1 00 1 00 1 00 1 00 0 85 1 00 0 85 1 00 0 85 1 00 0 85 1 00 0 85 1 00 0 85 1 00 1 00 1 00 1 00 1 00 0 85 1 00 0 85 1 00 0 85 1 00 0 85 1 00 0 85 1 00 0 85 1 00 1 00 1 00 1 00 1 00 0 85 1 00 0 85 1 00 0 85 1 00 0 85 1 00 0 85 1 00 0 85 1 00 0 85 1 00 1 00 1 00 0 85 1 00 1 00 1 00 0 85 1 00 0 85 1 00 1 00 1 00 1 00 1 00 0 85 1 00 1 00 1 00 H2 -1 1 00 H2 -1 O 85 H2 -1 1 00 H2 -1 O 85 H2 -1 O 85 H2 -1 1 00 H2 -1 1 00 H2 -1 O 85 H2 -1 O 85 H2 -1 O 85 H2 -1 O 85 H2. -1 1 00 H2 -1 1 00 H2 -1 O 85 H2 -1 O 85 H2 -1 O 85 H2 -1 O 85 H2 -1 O 85 H2 -1 O 85 H2 -1 1 00 H2 -1 1 00 H2 -1 O 85 H2 -1 0 85 H2 -1 O 85 H2 -1 O 85 H2 -1 O 85 H2 -1 O 85 H2 -1 1 00 H2 -1 1 00 H2 -1 O 85 H2 -1 O 85 H2 -1 O 85 H2 -1 O 85 H2 -1 O 85 H2 -1 O 85 H2 -1 O 85 H2 -1 1 00 H2 -1 O 85 H2 -1 1 00 H2 -1 O 85 H2 -1 O 85 H2 -1 1 00 H2 -1 1 00 H2 -1 O 85 H2 -1 1 00 H2 -1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 90 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope AISC Unity Checks Unity Shear Fb Fb Cm Cm ASD Memb Chk Loc lc Chk Loc lc Fa yy zz Cb yy zz Eqn Ksi Ksi -Ksi 52 0 219 2 1 0 001 1 1 34 01 43 99 43 99 1 00 0 85 0 85 H2 -1 53 0 203 1 1 0 001 2 1 34 01 43 99 43 99 1 00 0.85 0 85 H2 -1 54 0 171 1 1 0 001 2 2 34 01 43 99 43 99 1 00 1 00 1 00 H2 -1 55 0 253 2 1 0 001 1 2 32 28 43 99 43 99 1 00 1 00 1 00 H2 -1 56 0 229 1 1 0 001 2 2 32 28 43 99 43 99 1 00 0 85 0 85 H2 -1 57 0 201 2 1 0 001 2 2 32 28 43 99 43 99 1 00 0 85 0 85 H2 -1 58 0 178 1 2 0 001 1 2 32 28 43 99 43 99 1 00 0 85 0 85 H2 -1 59 0 162 2 2 0 001 2 2 32 28 43 99 43 99 1 00 0 85 0 85 H2 -1 60 0 139 1 2 0 001 2 2 32 28 43 99 43 99 1 00 1 00 1 00 H2 -1 61 0 146 1 1 0 003 2 z 2 10 05 U C based on z -z Axial ONLY 62 0 162 1 1 0 003 2 z 2 8 09 U C based on z -z Axial ONLY 63 0 059 1 1 0 002 2 z 2 8 94 U C based on z -z Axial ONLY 64 0 032 1 1 0 002 1 z 2 13 70 U C based on z -z Axial ONLY 65 0 009 1 1 0 002 2 z 2 14 76 U C based on z -z Axial ONLY 66 0 003 1 2 0 002 2 z 2 15 75 U C based on z -z Axial ONLY 67 0 003 1 1 0 002 2 z 2 16 67 U C based on z -z Axial ONLY 68 0 009 1 1 0 002 2 z 2 17 52 U C based on z -z Axial ONLY 69 0 018 1 1 0 002 2 z 2 18 30 U C based on z -z Axial ONLY 70 0 042 1 2 0 001 1 1 5 59 35 99 35 99 1 00 1 00 0 60 H1-1 71 0 188 1 1 0 002 2 z 2 9 57 U C based on z -z Axial ONLY 72 0 186 1 1 0 003 2 z 2 7 70 U C based on z -z Axial ONLY 73 0 148 1 1 0 002 2 z 2 8 50 U C based on z -z Axial ONLY 74 0 084 2 1 0 003 2 z 2 13 14 U C based on z -z Axial ONLY 75 0.021 1 2 0 002 2 z 2 14 24 U C based on z -z Axial ONLY 76 0 004 1 1 0 002 2 z 2 15 26 U C based on z -z Axial ONLY 77 0 005 1 1 0 002 2 z 2 16 22 U C based on z -z Axial ONLY 78 0 001 1 2 0 002 2 z 2 17 10 U C based on z -z Axial ONLY 79 0 013 1 2 0 002 1 z 2 17 92 U C based on z -z Axial ONLY 80 0 000 1 2 0 001 1 1 4 83 35 99 35 99 1 00 1 00 1 00 H2 -1 81 0 001 1 2 0 002 1 1 5 01 35 99 35 99 1 00 1 00 1 00 H2 -1 82 0 001 1 2 0 002 1 1 5 21 35 99 35 99 1 00 1 00 1 00 H2 -1 83 0 002 1 1 0 001 1 1 5 42 35 99 35 99 1 00 1 00 1 00 H2 -1 84 0 001 1 1 0 001 1 1 5 64 35 99 35 99 1 00 1 00 1 00 H2 -1 85 0 001 1 2 0 002 1 1 5 87 35 99 35 99 1 00 1 00 1 00 H2 -1 86 0 001 1 2 0 001 1 1 6 12 35 99 35 99 1 00 1 00 1 00 H2 -1 87 0 000 1 2 0 001 1 1 6 38 35 99 35 99 1 00 1 00 1 00 H2 -1 88 0 006 1 1 0 000 1 1 8 24 35 99 35 99 1 00 1 00 0 60 H2 -1 89 0 000 1 1 0 001 1 1 6 59 35 99 35 99 1 00 1 00 1 00 H2 -1 90 0 001 1 2 0 001 1 1 6 76 35 99 35 99 1 00 1 00 1 00 H2 -1 91 0 001 1 2 0 000 1 1 6 93 35 99 35 99 1 00 1 00 1 00 H2 -1 92 0 002 2 1 0 000 1 1 7 11 35 99 35 99 1 00 1 00 1 00 H1 -1 93 0 001 1 2 0 001 1 1 7 30 35 99 35 99 1 00 1 00 1 00 H2 -1 94 0 003 1 1 0 003 1 1 7 49 35 99 35 99 1 00 1 00 1 00 H2 -1 95 0 003 1 1 0 002 1 1 7 69 35 99 35 99 1 00 1 00 1 00 H2 -1 96 0 001 1 1 0 000 1 1 7 89 35 99 35 99 1 00 1 00 1 00 H2 -1 97 0 003 1 1 0 000 1 1 7 47 35 99 35 99 1 00 1 00 0 60 H2 -1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports 6501 Francis Avenue North Seattle, WA 98103 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Unity Memb Chk Loc lc 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 001 001 001 001 001 001 000 003 188 187 146 145 186 185 162 161 148 147 059 058 084 080 032 031 021 021 009 008 004 005 003 001 006 006 003 003 001 001 008 009 013 011 018 019 141 Shear Envelope AISC Unity Checks Fb Fb Chk Loc lc Fa yy zz Cb Ksi Ksi -Ksi 001 000 000 000 000 000 000 000 002 001 002 002 002 003 002 002 002 002 002 001 002 002 001 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 002 001 002 002 002 002 002 5 5 5 6 6 6 6 6 10 9 10 10 10 7 8 8 8 8 9 8 9 13 13 13 14 14 15 14 15 15 16 15 16 16 17 16 17 17 17 17 18 17 18 18 19 24 63 78 94 10 27 45 63 82 17 57 38 05 93 70 41 09 87 50 36 94 89 14 96 70 51 24 04 76 56 26 06 75 55 22 02 67 47 10 91 52 33 92 74 30 14 69 35 99 35 99 35 99 35 99 35 99 35 99 35 99 35 99 35 99 U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C U C 35 99 35 99 1 00 35 99 1.00 35 99 35 99 35 99 35 99 35 99 35 99 35 99 based based based based based based based based based based based based based based based based based based based based based based based based based based based based based based based based based based based based 35 99 Job Page 91 Date 8/20/99 File EDIZRR70 1 1 1 1 1 1 1 on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on 1 00 00 00 00 00 00 00 z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z z -z 00 Cm Cm ASD yy zz Eqn 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial Axial 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 0 60 ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY ONLY 1 00 H2 -1 H2 -1 H2 -1 H2 -1 H2 -1 H2 -1 H2 -1 H2 -1 H2 -1 H2 -1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 92 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope AISC Unity Checks Unity Shear Fb Fb Cm Cm ASD Memb Chk Loc lc Chk Loc lc Fa yy zz Cb yy zz Eqn Ksi Ksi -Ksi 144 0 129 2 2 0 002 2 2 24 69 35 99 35 99 1 00 0 85 0 85 H2 -1 145 0 149 2 2 0 002 1 2 24 69 35 99 35 99 1 00 0 85 0 85 H2 -1 146 0 141 2 1 0 003 2 1 24 69 35 99 35 99 1 00 0 85 0 85 H2 -1 147 0 142 1 1 0 003 1 1 24 69 35 99 35 99 1 00 0 85 0 85 H2 -1 148 0 116 1 2 0 002 2 2 24 69 35 99 35 99 1 00 0 85 0 85 H2 -1 149 0 096 1 2 0 001 1 2 24 69 35 99 35 99 1 00 0 85 0 85 H2 -1 150 0 076 1 2 0 000 2 2 24 69 35 99 35 99 1 00 1 00 1 00 H2 -1 151 0 081 2 2 0 001 1 2 24 69 35 99 35 99 1 00 1 00 1 00 H2 -1 152 0 067 1 2 0 001 2 2 24 69 35 99 35 99 1 00 0 85 0 85 H2 -1 153 0 065 1 2 0 001 1 2 24 69 35 99 35 99 1 00 0 85 0 85 H2 -1 154 0 050 1 2 0 000 2 2 24 69 35 99 35 99 1 00 0 85 0 85 H2 -1 155 0 058 2 2 0 001 1 2 24 69 35 99 35 99 1 00 0 85 0 85 H2 -1 156 0 062 2 1 0 002 2 1 24 69 35 99 35 99 1 00 0 85 0 85 H2 -1 157 0 087 2 1 0 003 1 1 24 69 35 99 35 99 1 00 0 85 0 85 H2 -1 158 0 080 1 1 0 002 2 1 24 69 35 99 35 99 1 00 1 00 1 00 H2 -1 159 0 034 2 2 0 000 1 2 24 06 35 99 35 99 1 00 1 00 1 00 H2 -1 160 0 029 2 2 0 001 2 2 24 06 35 99 35 99 1 00 0 85 0 85 H2 -1 161 0 029 1 2 0 001 1 2 24 06 35 99 35 99 1 00 0 85 0 85 H2 -1 162 0 022 1 2 0 001 2 2 24 06 35 99 35 99 1 00 0 85 0 85 H2 -1 163 0 022 2 2 0 001 1 2 24 06 35 99 35 99 1 00 0 85 0 85 H2 -1 164 0 017 2 2 0 001 2 2 24 06 35 99 35 99 1 00 0 85 0 85 H2 -1 165 0 017 1 2 0 001 1 2 24 06 35 99 35 99 1 00 0 85 0 85 H2 -1 166 0 011 1 2 0 000 2 2 24 06 35 99 35 99 1 00 0 85 0 85 H1 -2 167 1 021 2 1 0 003 2 2 37 33 43 99 43 99 1 75 0 60 1 00 H1 -1 168 1 006 1 1 0 006 1 1 36 87 43 99 43 99 1 75 0 54 0 85 H1 -1 169 1 090 2 1 0 001 1 1 36 64 43 99 43 99 1 75 0 60 1 00 H1-1 170 1 011 1 1 0 004 1 1 35 91 43 99 43 99 1 75 0 52 0 85 H1 -1 171 1 019 1 1 0 001 1 1 29 51 43 99 43 99 1 00 0 60 0 85 H1 -1 172 0 730 1 1 0 000 2 1 29 51 43 99 43 99 1 00 0 60 1 00 H1 -1 173 0 622 2 2 0 001 2 1 34 01 43 99 43 99 1 00 0 60 1 00 H1 -1 174 0 567 1 2 0 001 1 1 34 01 43 99 43 99 1 00 0 60 0 85 H1 -1 175 0 502 1 2 0 000 1 2 34 01 43 99 43 99 1 00 0 60 1 00 H1 -1 176 0 469 2 2 0 000 2 2 34 01 43 99 43 99 1 00 0 60 0 85 H1 -1 177 0 442 2 2 0 000 2 1 34 01 43 99 43 99 1 00 0 60 0 85 H1-1 178 0 411 1 2 0 001 1 1 34 01 43 99 43 99 1 00 0 60 1 00 H1 -1 179 0 615 2 2 0 001 2 1 32 28 43 99 43 99 1 00 0 60 1 00 H1 -1 180 0 553 1 2 0 000 1 1 32 28 43 99 43 99 1 00 0 37 0 85 H1 -1 181 0 494 1 2 0 000 1 2 32 28 43 99 43 99 1 00 0 35 0 85 H1 -1 182 0 437 2 2 0 000 2 2 32 28 43 99 43 99 1 00 0 33 0 85 H1 -1 183 0 386 1 2 0 000 1 2 32 28 43 99 43 99 1 00 0 26 0 85 H1 -1 184 0 322 1 2 0 000 1 2 32 28 43 99 43 99 1 00 0 60 1 00 H1 -1 185 0 588 1 1 0 002 2 y 2 10 05 U C based on z -z Axial ONLY 186 0 728 1 1 0 002 2 y 1 8 09 U C based on z -z Axial ONLY 187 0 092 1 1 0 002 2 y 2 8 94 U C based on z -z Axial ONLY 188 0 081 1 1 0 002 2 y 2 13 70 U C based on z -z Axial ONLY 189 0 086 1 1 0 002 2 y 2 14 76 U C based on z -z Axial ONLY RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 93 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope AISC Unity Checks Unity Shear Fb Fb Cm Cm ASD Memb Chk Loc lc Chk Loc lc Fa yy zz Cb yy zz Eqn Ksi Ksi -Ksi 190 0 078 1 1 0 002 2 y 2 15 75 U C based on z -z Axial ONLY 191 0 071 1 1 0 002 2 y 2 16 67 U C based on z -z Axial ONLY 192 0 062 1 1 0 002 2 y 2 17 52 U C based on z -z Axial ONLY 193 0 050 1 1 0 002 2 y 2 18 30 U C based on z -z Axial ONLY 194 0 030 1 2 0 000 1 1 5 59 35 99 35 99 1 00 1 00 0 60 H2 -1 195 0 603 1 1 0 002 2 y 2 9 57 U C based on z -z Axial ONLY 196 0 718 1 1 0 002 2 y 2 7 70 U C based on z -z Axial ONLY 197 0 703 1 1 0 002 2 y 2 8 50 U C based on z -z Axial ONLY 198 0 128 1 1 0 001 2 y 2 13 14 U C based on z -z Axial ONLY 199 0 098 1 1 0 002 2 y 2 14 24 U C based on z -z Axial ONLY 200 0 083 1 1 0 002 2 y 2 15 26 U C based on z -z Axial ONLY 201 0 076 1 1 0 002 2 y 2 16 22 U C based on z -z Axial ONLY 202 0 070 1 1 0 002 2 y 2 17 10 U C based on z -z Axial ONLY 203 0 066 1 1 0 002 2 y 2 17 92 U C based on z -z Axial ONLY 204 0 353 2 2 0 001 1 1 4 83 35 99 35 99 1 00 1 00 1 00 H1 -1 205 0 059 1 2 0 001 1 1 5 01 35 99 35 99 1 00 1 00 1 00 H2 -1 206 0 328 2 2 0 002 1 1 5 21 35 99 35 99 1 00 1 00 1 00 H1 -1 207 0 056 1 2 0 001 1 1 5 42 35 99 35 99 1 00 1 00 1 00 H2 -1 208 0 276 2 2 0 001 1 1 5 64 35 99 35 99 1 00 1 00 1 00 H1 -1 209 0 051 1 2 0 002 1 1 5 87 35 99 35 99 1 00 1 00 1 00 H2 -1 210 0 239 2 2 0 001 1 1 6 12 35 99 35 99 1 00 1 00 1 00 H1 -1 211 0 051 1 2 0 000 1 1 6 38 35 99 35 99 1 00 1 00 1 00 H2 -1 212 0 026 1 1 0 000 1 1 8 24 35 99 35 99 1 00 1 00 0 60 H1 -1 213 0 189 2 2 0 000 1 1 6 60 35 99 35 99 1 00 1 00 1 00 H1 -1 214 0 042 1 2 0 001 2 1 6 76 35 99 35 99 1 00 1 00 1 00 H2 -1 215 0 171 2 2 0 000 1 1 6 93 35 99 35 99 1 00 1 00 1 00 H1 -1 216 0 040 1 2 0 001 1 1 7 11 35 99 35 99 1 00 1 00 1 00 H2 -1 217 0 159 2 2 0 001 1 1 7 30 35 99 35 99 1 00 1 00 1 00 H1 -1 218 0 038 1 2 0 002 1 1 7 49 35 99 35 99 1 00 1 00 1 00 H2 -1 219 0 125 2 2 0 002 1 1 7 69 35 99 35 99 1 00 1 00 1 00 H1 -1 220 0 022 1 2 0 000 1 1 7 89 35 99 35 99 1 00 1 00 1 00 H2 -1 221 0 008 1 2 0 000 1 1 7 47 35 99 35 99 1 00 1 00 0 60 H1 -1 222 0 127 2 2 0 000 1 1 5 63 35 99 35 99 1 00 1 00 1 00 H1 -1 223 0 023 1 2 0 000 2 1 5 78 35 99 35 99 1 00 1 00 1 00 H2 -1 224 0 104 2 2 0 000 1 1 5 94 35 99 35 99 1 00 1 00 1 00 H1 -1 225 0 019 1 2 0 000 1 1 6 10 35 99 35 99 1 00 1 00 1 00 H2 -1 226 0 080 2 2 0 000 1 1 6 27 35 99 35 99 1 00 1 00 1 00 H1-1 227 0 015 1 2 0 000 1 1 6 45 35 99 35 99 1 00 1 00 1 00 H2 -1 228 0 057 2 2 0 000 1 1 6 63 35 99 35 99 1 00 1 00 1 00 H1 -1 229 0 011 1 2 0 000 1 1 6 82 35 99 35 99 1 00 1 00 1 00 H2 -1 230 0 017 1 2 0 002 1 2 10 17 35 99 35 99 1 00 1 00 0 60 H1 -1 231 0 729 1 2 0 001 2 y 2 9 57 U C based on z -z Axial ONLY 232 0 590 1 2 0 001 1 y 2 10 38 U C based on z -z Axial ONLY 233 0 698 1 2 0 001 1 y 2 10 05 U C based on z -z Axial ONLY 234 0 567 1 2 0 001 1 y 2 10 93 U C based on z -z Axial ONLY 235 0 000 1 1 0 000 1 y 1 7 70 U C based on z -z Axial ONLY RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 94 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope AISC Unity Checks Unity Shear Fb Fb Cm Cm ASD Memb Chk Loc lc Chk Loc lc Fa yy zz Cb yy zz Eqn Ksi Ksi -Ksi 236 0 000 1 1 0 000 1 y 1 8 41 U C based on z -z Axial ONLY 237 0 000 1 1 0 000 1 y 1 8 09 U C based on z -z Axial ONLY 238 0.000 1 1 0 000 1 y 1 8 87 U C based on z -z Axial ONLY 239 0 000 1 1 0 000 1 y 1 8 50 U C based on z -z Axial ONLY 240 0 002 2 2 0 001 1 y 2 9 36 U C based on z -z Axial ONLY 241 0 524 2 1 0 001 1 y 2 8 94 U C based on z -z Axial ONLY 242 0 475 2 1 0 001 1 y 2 9 89 U C based on z -z Axial ONLY 243 0 170 2 1 0 001 1 z 2 13 14 U C based on z -z Axial ONLY 244 0 161 2 1 0 001 2 z 2 13 96 U C based on z -z Axial ONLY 245 0 253 2 1 0 001 1 y 2 13 70 U C based on z -z Axial ONLY 246 0 239 2 1 0 001 1 y 2 14 51 U C based on z -z Axial ONLY 247 0 165 2 1 0 001 1 y 2 14 24 U C based on z -z Axial ONLY 248 0 157 2 1 0 001 1 y 2 15 04 U C based on z -z Axial ONLY 249 0 191 2 1 0 001 1 y 2 14 76 U C based on z -z Axial ONLY 250 0 181 2 1 0 001 1 y 2 15 56 U C based on z -z Axial ONLY 251 0 158 2 1 0 001 1 y 2 15 26 U C based on z -z Axial ONLY 252 0 151 2 1 0 001 1 y 2 16 06 U C based on z -z Axial ONLY 253 0 144 2 1 0 001 1 y 2 15 75 U C based on z -z Axial ONLY 254 0 137 2 1 0 001 1 y 2 16 55 U C based on z -z Axial ONLY 255 0 141 2 1 0 001 1 y 2 16 22 U C based on z -z Axial ONLY 256 0 134 2 1 0 001 1 y 2 17 02 U C based on z -z Axial ONLY 257 0 128 2 1 0 002 1 y 2 16 67 U C based on z -z Axial ONLY 258 0 122 2 1 0 001 1 y 2 17 47 U C based on z -z Axial ONLY 259 0 118 2 1 0 001 1 y 2 17 10 U C based on z -z Axial ONLY 260 0 113 2 1 0 001 1 y 2 17 91 U C based on z -z Axial ONLY 261 0 114 2 1 0 001 1 y 2 17 52 U C based on z -z Axial ONLY 262 0 109 2 1 0 001 1 y 2 18 33 U C based on z -z Axial ONLY 263 0 098 2 1 0 001 1 y 2 17 92 U C based on z -z Axial ONLY 264 0 093 2 1 0 001 1 y 2 18 74 U C based on z -z Axial ONLY 265 0 104 1 2 0 001 1 y 2 18 30 U C based on z -z Axial ONLY 266 0 098 2 1 0 001 1 y 2 19 14 U C based on z -z Axial ONLY 267 0 318 2 2 0 000 1 2 24 69 35 99 35 99 1 00 0 60 1 00 H1 -1 268 0 303 2 2 0 000 2 2 24 69 35 99 35 99 1 00 0 27 0 85 H1 -1 269 0 289 2 2 0 001 2 2 24 69 35 99 35 99 1 00 0 41 0 85 H1 -1 270 0 270 2 2 0 001 1 1 24 69 35 99 35 99 1 00 0 40 0 85 H1 -1 271 0 248 1 2 0 001 2 1 24 69 35 99 35 99 1 00 0 40 0 85 H1-1 272 0 228 1 2 0 000 1 1 24 69 35 99 35 99 1 00 0 47 0 85 H1 -1 273 0 203 1 2 0 000 1 2 24 69 35 99 35 99 1 00 0 41 0 85 H1 -1 274 0 183 1 2 0 000 2 2 24 69 35 99 35 99 1 00 0 60 1 00 H1 -1 275 0 163 2 2 0 000 2 2 24 69 35 99 35 99 1 00 0 60 1 00 H1 -1 276 0 149 2 2 0 000 2 2 24 69 35 99 35 99 1 00 0 22 0 85 H1 -1 277 0 133 2 2 0 000 1 2 24 69 35 99 35 99 1 00 0 34 0 85 H1 -1 278 0 117 1 2 0 001 1 1 24 69 35 99 35 99 1 00 0 38 0 85 H1 -1 279 0 101 2 2 0 000 2 1 24 69 35 99 35 99 1 00 0 78 0 85 H1 -1 280 0 104 2 2 0 001 2 1 24 69 35 99 35 99 1 00 0 78 0 85 H1 -1 281 0 110 2 2 0 003 1 1 24 69 35 99 35 99 1 00 0 46 0 85 H1 -1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 95 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope AISC Unity Checks Unity Shear Fb Fb Cm Cm ASD Memb Chk Loc lc Chk Loc lc Fa yy zz Cb yy zz Eqn Ksi---- Ksi- -Ksi 282 0 102 1 2 0 002 2 1 24 69 35 99 35 99 1 00 0 60 1 00 H1 -3 283 0 057 2 2 0 000 1 2 24 06 35 99 35 99 1 00 0 60 1 00 H1 -3 284 0 048 2 2 0 000 2 2 24 06 35 99 35 99 1 00 0 22 0 85 H1 -1 285 0 039 1 2 0 000 1 2 24 06 35 99 35 99 1 00 0 29 0 85 H1 -1 286 0 031 2 2 0 000 1 2 24 06 35 99 35 99 1 00 0 21 0 85 H1 -1 287 0 024 2 2 0 000 2 2 24 06 35 99 35 99 1 00 0 20 0 85 H1 -1 288 0 018 2 2 0 000 2 2 24 06 35 99 35 99 1 00 0 27 0 85 H1 -1 289 0 013 2 2 0 000 1 2 24 06 35 99 35 99 1 00 0 21 0 85 H1 -1 290 0 008 1 2 0 000 2 2 24 06 35 99 35 99 1 00 0 58 0 85 Hi -2 291 0 697 1 2 0 001 1 y 2 10 05 U C based on z -z Axial ONLY 292 0 000 1 1 0 000 1 y 1 8 09 U C based on z -z Axial ONLY 293 0 524 2 1 0 001 1 y 2 8 94 U C based on z -z Axial ONLY 294 0 253 2 1 0 001 1 y 2 13 70 U C based on z -z Axial ONLY 295 0 190 2 1 0 001 1 y 2 14 76 U C based on z -z Axial ONLY 296 0 144 2 1 0 001 1 y 2 15 75 U C based on z -z Axial ONLY 297 0 128 2 1 0 002 1 y 2 16 67 U C based on z -z Axial ONLY 298 0 116 2 1 0 002 1 y 2 17 52 U C based on z -z Axial ONLY 299 0 110 1 2 0 002 1 y 2 18 30 U C based on z -z Axial ONLY 300 0 111 1 2 0 001 1 1 5 59 35 99 35 99 1 00 1 00 0 60 H1 -1 301 0 729 1 2 0 001 1 y 2 9 57 U C based on z -z Axial ONLY 302 0 000 1 1 0 000 1 y 1 7 70 U C based on z -z Axial ONLY 303 0 001 1 1 0 002 2 y 1 8 50 U C based on z -z Axial ONLY 304 0 170 2 1 0 002 1 y 2 13 14 U C based on z -z Axial ONLY 305 0 165 2 1 0 001 1 y 2 14 24 U C based on z -z Axial ONLY 306 0 158 2 1 0 002 1 y 2 15 26 U C based on z -z Axial ONLY 307 0 140 2 1 0 002 1 y 2 16 22 U C based on z -z Axial ONLY 308 0 116 2 1 0 002 1 y 2 17 10 U C based on z -z Axial ONLY 309 0 093 2 1 0 002 1 y 2 17 92 U C based on z -z Axial ONLY 310 0 059 1 2 0 001 2 1 4 83 35 99 35 99 1 00 1 00 1 00 H2 -1 311 0 343 2 2 0 001 1 1 5 01 35 99 35 99 1 00 1 00 1 00 H1 -1 312 0 058 1 2 0 001 1 1 5 21 35 99 35 99 1 00 1 00 1 00 H2 -1 313 0 305 2 2 0 001 1 1 5 42 35 99 35 99 1 00 1 00 1 00 H1 -1 314 0 053 1 2 0 001 1 1 5 64 35 99 35 99 1 00 1 00 1 00 H2 -1 315 0 253 2 2 0 000 1 2 5 87 35 99 35 99 1 00 1 00 1 00 H1 -1 316 0 050 1 2 0 001 1 1 6 12 35 99 35 99 1 00 1 00 1 00 H2 -1 317 0 229 2 2 0 001 1 1 6 38 35 99 35 99 1 00 1 00 1 00 H1 -1 318 0 002 1 1 0 000 1 1 8 24 35 99 35 99 1 00 1 00 0 60 H2 -1 319 0 043 1 2 0 001 1 1 6 59 35 99 35 99 1 00 1 00 1 00 H2 -1 320 0 182 2 2 0 001 1 1 6 76 35 99 35 99 1 00 1 00 1 00 H1-1 321 0 041 1 2 0 000 2 1 6 93 35 99 35 99 1 00 1 00 1 00 H2 -1 322 0 162 2 2 0 001 1 1 7 11 35 99 35 99 1 00 1 00 1 00 H1 -1 323 0 040 1 2 0 001 1 1 7 30 35 99 35 99 1 00 1 00 1 00 H2 -1 324 0 155 2 2 0 005 1 1 7 49 35 99 35 99 1 00 1 00 1 00 H1 -1 325 0 030 1 2 0 004 1 1 7 69 35 99 35 99 1 00 1 00 1 00 H2 -1 326 0 083 2 2 0 000 1 1 7 89 35 99 35 99 1 00 1 00 1 00 H1 -1 327 0 003 1 1 0 000 1 1 7 47 35 99 35 99 1 00 1 00 0 60 H1 -1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 96 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope AISC Unity Checks Unity Shear Fb Fb Cm Cm ASD Memb Chk Loc lc Chk Loc lc Fa yy zz Cb yy zz Eqn Ksi Ksi -Ksi 328 0 024 1 2 0 000 1 1 5 63 35 99 35 99 1 00 1 00 1 00 H2 -1 329 0 117 2 2 0 000 1 1 5 78 35 99 35 99 1 00 1 00 1 00 H1 -1 330 0 021 1 2 0 000 1 1 5 94 35 99 35 99 1 00 1 00 1 00 H2 -1 331 0 092 2 2 0 000 1 1 6 10 35 99 35 99 1 00 1 00 1 00 H1 -1 332 0 017 1 2 0 000 1 1 6 27 35 99 35 99 1 00 1 00 1 00 H2 -1 333 0 069 2 2 0 000 1 1 6 45 35 99 35 99 1 00 1 00 1 00 H1 -1 334 0 012 1 2 0 000 1 1 6 63 35 99 35 99 1 00 1 00 1 00 H2 -1 335 0 047 2 2 0 001 1 1 6 82 35 99 35 99 1 00 1 00 1 00 H1 -1 336 0 003 1 2 0 000 1 1 10 17 35 99 35 99 1 00 1 00 0 60 H2 -1 337 0 604 1 1 0 001 1 y 2 9 57 U C based on z -z Axial ONLY 338 0 599 1 1 0 001 1 y 2 10 38 U C based on z -z Axial ONLY 339 0 589 1 1 0 001 1 y 2 10 05 U C based on z -z Axial ONLY 340 0 584 1 1 0 001 1 y 2 10 93 U C based on z -z Axial ONLY 341 0 718 1 1 0 002 1 y 2 7 70 U C based on z -z Axial ONLY 342 0 715 1 1 0 002 1 y 2 8 41 U C based on z -z Axial ONLY 343 0 729 1 1 0 002 1 y 2 8 09 U C based on z -z Axial ONLY 344 0 725 1 1 0 001 1 y 2 8 87 U C based on z -z Axial ONLY 345 0 703 1 1 0 030 1 y 2 8 50 U C based on z -z Axial ONLY 346 0 702 1 1 0 031 1 y 2 9 36 U C based on z -z Axial ONLY 347 0 092 1 1 0 001 1 y 2 8 94 U C based on z -z Axial ONLY 348 0 091 1 1 0 001 1 y 2 9 89 U C based on z -z Axial ONLY 349 0 128 1 1 0 001 1 z 2 13 14 U C based on z -z Axial ONLY 350 0 127 1 1 0 001 1 z 2 13 96 U C based on z -z Axial ONLY 351 0 082 1 1 0 001 1 z 2 13 70 U C based on z -z Axial ONLY 352 0 081 1 1 0 002 1 z 2 14 51 U C based on z -z Axial ONLY 353 0 098 1 1 0 001 1 z 2 14 24 U C based on z -z Axial ONLY 354 0.097 1 1 0 002 1 z 2 15 04 U C based on z -z Axial ONLY 355 0 086 1 1 0 001 1 y 2 14 76 U C based on z -z Axial ONLY 356 0 085 1 1 0 001 2 y 2 15 56 U C based on z -z Axial ONLY 357 0 084 1 1 0 001 1 y 2 15 26 U C based on z -z Axial ONLY 358 0 083 1 1 0 001 1 y 2 16 06 U C based on z -z Axial ONLY 359 0 078 1 1 0 001 1 y 2 15 75 U C based on z -z Axial ONLY 360 0 077 1 1 0 001 1 y 2 16 55 U C based on z -z Axial ONLY 361 0 076 1 1 0 001 1 y 2 16 22 U C based on z -z Axial ONLY 362 0 075 1 1 0 001 1 y 2 17 02 U C based on z -z Axial ONLY 363 0 070 1 1 0 001 1 y 2 16 67 U C based on z -z Axial ONLY 364 0 069 1 1 0 001 1 y 2 17 47 U C based on z -z Axial ONLY 365 0 071 1 1 0 001 1 y 2 17 10 U C based on z -z Axial ONLY 366 0 070 1 1 0 001 1 y 2 17 91 U C based on z -z Axial ONLY 367 0 061 1 1 0 001 1 y 2 17 52 U C based on z -z Axial ONLY 368 0 060 1 1 0 001 1 y 2 18 34 U C based on z -z Axial ONLY 369 0 069 1 1 0 001 1 y 2 17 92 U C based on z -z Axial ONLY 370 0 069 2 2 0 001 1 y 2 18 74 U C based on z -z Axial ONLY 371 0 046 1 1 0 001 2 y 2 18 30 U C based on z -z Axial ONLY 372 0 045 1 1 0 001 1 y 2 19 14 U C based on z -z Axial ONLY 373 0 187 1 1 0 002 1 z 2 10 38 U C based on z -z Axial ONLY RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 97 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope AISC Unity Checks Unity Shear Fb Fb Cm Cm ASD Memb Chk Loc lc Chk Loc lc Fa yy zz Cb yy zz Eqn Ksi Ksi -Ksi 374 0 145 1 1 0 003 1 z 2 10 93 U C based on z -z Axial ONLY 375 0 185 1 1 0 002 1 z 2 8 41 U C based on z -z Axial ONLY 376 0 161 1 1 0 003 1 z 2 8 87 U C based on z -z Axial ONLY 377 0 147 1 1 0 002 1 z 2 9 36 U C based on z -z Axial ONLY 378 0 058 1 1 0 002 1 z 2 9 89 U C based on z -z Axial ONLY 379 0 080 2 1 0 003 1 z 2 13 96 U C based on z -z Axial ONLY 380 0 031 1 1 0 002 2 z 2 14 51 U C based on z -z Axial ONLY 381 0 021 2 1 0 002 1 z 2 15 04 U C based on z -z Axial ONLY 382 0 008 1 1 0 002 1 z 2 15 56 U C based on z -z Axial ONLY 383 0 005 2 2 0 002 1 z 2 16 06 U C based on z -z Axial ONLY 384 0 001 2 1 0 002 1 z 2 16 55 U C based on z -z Axial ONLY 385 0 006 2 2 0 002 1 z 2 17 02 U C based on z -z Axial ONLY 386 0.003 2 2 0 002 1 z 2 17 47 U C based on z -z Axial ONLY 387 0 001 2 2 0 002 1 z 2 17 91 U C based on z -z Axial ONLY 388 0 009 2 2 0 002 1 z 2 18 33 U C based on z -z Axial ONLY 389 0 011 1 2 0 002 2 z 2 18 74 U C based on z -z Axial ONLY 390 0 019 2 2 0 002 1 z 2 19 14 U C based on z -z Axial ONLY 391 0 598 1 1 0 002 1 y 2 10 38 U C based on z -z Axial ONLY 392 0 583 1 1 0 002 1 y 2 10 93 U C based on z -z Axial ONLY 393 0 715 1 1 0 002 1 y 2 8 41 U C based on z -z Axial ONLY 394 0 724 1 1 0 002 1 y 2 8 87 U C based on z -z Axial ONLY 395 0 702 1 1 0 002 1 y 2 9 36 U C based on z -z Axial ONLY 396 0 091 1 1 0 002 1 y 2 9 89 U C based on z -z Axial ONLY 397 0 127 1 1 0 002 1 y 2 13 96 U C based on z -z Axial ONLY 398 0 081 1 1 0 002 1 y 2 14 51 U C based on z -z Axial ONLY 399 0 097 1 1 0 002 1 y 2 15 04 U C based on z -z Axial ONLY 400 0 086 1 1 0 002 1 y 2 15 56 U C based on z -z Axial ONLY 401 0 083 1 1 0 002 1 y 2 16 06 U C based on z -z Axial ONLY 402 0 078 1 1 0 002 1 y 2 16 55 U C based on z -z Axial ONLY 403 0 075 1 1 0 002 1 y 2 17 02 U C based on z -z Axial ONLY 404 0 070 1 1 0 002 1 y 2 17 47 U C based on z -z Axial ONLY 405 0 070 1 1 0 002 1 y 2 17 91 U C based on z -z Axial ONLY 406 0 062 1 1 0 002 1 y 2 18 34 U C based on z -z Axial ONLY 407 0 066 2 2 0 002 1 y 2 18 74 U C based on z -z Axial ONLY 408 0 050 1 1 0 002 1 y 2 19 14 U C based on z -z Axial ONLY 409 0 591 1 2 0 002 2 y 2 10 38 U C based on z -z Axial ONLY 410 0 567 1 2 0 002 2 y 2 10 93 U C based on z -z Axial ONLY 411 0 000 1 1 0 000 1 y 1 8 41 U C based on z -z Axial ONLY 412 0 000 1 1 0 000 1 y 1 8 87 U C based on z -z Axial ONLY 413 0 002 2 2 0 006 1 y 2 9 36 U C based on z -z Axial ONLY 414 0 475 2 1 0 001 2 y 2 9 89 U C based on z -z Axial ONLY 415 0 162 2 1 0 002 2 y 2 13 96 U C based on z -z Axial ONLY 416 0 240 2 1 0 001 2 y 2 14 51 U C based on z -z Axial ONLY 417 0 158 2 1 0 001 2 y 2 15 04 U C based on z -z Axial ONLY 418 0 182 2 1 0 001 2 y 2 15 56 U C based on z -z Axial ONLY 419 0 151 2 1 0 002 2 y 2 16 06 U C based on z -z Axial ONLY RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 98 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope AISC Unity Checks Unity Shear Fb Fb Cm Cm ASD Memb Chk Loc lc Chk Loc lc Fa yy zz Cb yy zz Eqn Ksi Ksi -Ksi 420 0 138 2 1 0 001 2 y 2 16 55 U C based on z -z Axial ONLY 421 0 135 2 1 0 002 2 y 2 17 02 U C based on z -z Axial ONLY 422 0 123 2 1 0 002 2 y 2 17 47 U C based on z -z Axial ONLY 423 0 111 2 1 0 002 2 y 2 17 91 U C based on z -z Axial ONLY 424 0 112 2 1 0 002 2 y 2 18 33 U C based on z -z Axial ONLY 425 0 089 2 1 0 002 2 y 2 18 74 U C based on z -z Axial ONLY 426 0 104 2 1 0 002 2 y 2 19 14 U C based on z -z Axial ONLY 427 0 459 1 1 0 003 2 2 36 87 43 99 43 99 1 00 0 85 0 85 H2 -1 428 0 421 1 1 0 003 2 1 36 87 43 99 43 99 1 00 1 00 1 00 H2 -1 429 0 450 1 1 0 002 2 1 35 91 43 99 43 99 1 00 0 85 0 85 H2 -1 430 0 395 1 1 0 002 2 1 35 91 43 99 43 99 1 00 0 85 0 85 H2 -1 431 0 460 1 1 0 003 2 2 36 87 43 99 43 99 1 00 0 85 0 85 H2 -1 432 0 421 1 1 0 003 2 1 36 87 43 99 43 99 1 00 1 00 1 00 H2 -1 433 0.450 1 1 0 002 2 1 35 91 43 99 43 99 1 00 0 85 0 85 H2 -1 434 0 396 1 1 0 002 2 1 35 91 43 99 43 99 1 00 0 85 0 85 H2 -1 435 1 094 2 1 0 005 1 2 37 52 43 99 43 99 1 75 0 69 0 85 H1 -1 436 0 932 1 1 0 003 1 2 36 87 43 99 43 99 1 75 0 60 1 00 H1 -1 437 1 117 2 1 0 004 2 1 37 41 43 99 43 99 2 30 0 60 0 85 H1 -1 438 0 977 2 1 0 002 2 1 35 91 43 99 43 99 1 00 0 62 0 85 H1 -1 439 0 070 2 2 0 003 1 z 1 11 62 U C based on z -z Axial ONLY 440 0 032 1 1 0 008 1 z 1 11 61 U C based on z -z Axial ONLY 441 0 032 2 1 0 006 2 z 1 11 61 U C based on z -z Axial ONLY 442 0 070 1 2 0 001 2 z 2 11 61 U C based on z -z Axial ONLY 443 0 005 1 2 0 001 2 z 1 11 61 U C based on z -z Axial ONLY 444 0 005 2 2 0 001 2 z 1 11 61 U C based on z -z Axial ONLY 445 0 060 2 2 0 004 1 z 1 12 61 U C based on z -z Axial ONLY 446 0 040 1 1 0 009 1 z 1 12 61 U C based on z -z Axial ONLY 447 0 039 2 1 0 006 2 z 1 12 61 U C based on z -z Axial ONLY 448 0 061 1 2 0 001 2 z 2 12 61 U C based on z -z Axial ONLY 449 0 006 2 1 0 001 2 z 1 12.61 U C based on z -z Axial ONLY 450 0 006 1 1 0 001 2 z 1 12 61 U C based on z -z Axial ONLY 451 0 028 2 1 0 005 1 z 1 14 63 U C based on z -z Axial ONLY 452 0 022 1 1 0 009 1 z 1 14 63 U C based on z -z Axial ONLY 453 0 022 2 1 0 006 2 z 1 14 63 U C based on z -z Axial ONLY 454 0 028 1 1 0 002 2 z 1 14 63 U C based on z -z Axial ONLY 455 0 007 2 2 0 001 2 z 1 14 63 U C based on z -z Axial ONLY 456 0 007 1 2 0 001 2 z 1 14 63 U C based on z -z Axial ONLY 457 0 247 1 1 0 001 1 2 20 66 43 99 43 99 1 00 1 00 0 60 H1 -1 458 0 247 1 1 0 001 1 2 20 66 43 99 43 99 1 00 1 00 0 60 H1 -1 459 0 134 1 1 0 000 1 1 20 66 43 99 43 99 1 00 1 00 0 60 H1 -1 460 0 235 1 1 0 000 1 1 21 84 43 99 43 99 1 00 1 00 0 60 H1 -1 461 0 235 1 1 0 000 1 1 21 84 43 99 43 99 1 00 1 00 0 60 H1 -1 462 0 119 1 1 0 000 2 2 21 84 43 99 4 99 1 00 1 00 0 60 H1 -1 463 0 224 1 1 0 001 1 1 22 98 43 99 43 99 1 00 1 00 0 60 H1-1 464 0 224 1 1 0 001 1 1 22 98 43 99 43 99 1 00 1 00 0 60 H1 -1 465 0 106 1 1 0 000 1 1 22 98 43 99 43 99 1 00 1 00 0 60 H1 -1 RISA -3D (R) Version 3 01 Beisans Engineering /Ria Imports Job 6501 Francis Avenue North Page 99 Seattle, WA 98103 Date 8/20/99 File EDIZRR70 Ediz Hook, Port Angeles, WA with strengthening Lattice Communications Tower 3 sectors Envelope AISC Unity Checks Unity Shear Fb Fb Cm Cm ASD Memb Chk Loc lc Chk Loc lc Fa yy zz Cb yy zz Eqn Ksi Ksi -Ksi 466 0 213 1 1 0 002 1 1 24 09 43 99 43 99 1 00 1 00 0 60 HI -1 467 0 214 1 1 0 002 1 1 24 09 43 99 43 99 1 00 1 00 0 60 H1 -1 468 0 084 1 1 0 000 1 2 24 09 43 99 43 99 1 00 1 00 0 60 H1 -1 469 0 114 1 1 0 002 1 1 25 17 43 99 43 99 1 00 1 00 0 60 H1 -1 470 0 114 1 1 0 002 1 1 25 17 43 99 43 99 1 00 1 00 0 60 H1 -1 471 0 042 1 2 0 000 1 1 25 17 43 99 43 99 1 00 1 00 0 60 H1 -1 472 0 020 1 1 0 003 1 z 1 13 63 U C based on z -z Axial ONLY 473 0 020 1 1 0 002 1 z 1 13 63 U C based on z -z Axial ONLY 474 0 026 1 1 0 001 1 z 2 13 63 U C based on z -z Axial ONLY 475 0 007 1 2 0 001 2 z 1 13 63 U C based on z -z Axial ONLY 476 0 007 1 2 0 001 1 z 2 13 63 U C based on z -z Axial ONLY 477 0 026 1 1 0 002 1 z 2 13 63 U C based on z -z Axial ONLY 6501 FRANCIS AVENUE NORTH SEATTLE, WASHINGTON 96103 (206)789 -6617 PROJECT Ediz SE- 6114 -A Port Angeles, Washington check of members Ediz Hook using EIA -TIA buckling formulas BEISANS ENGINEERING STRUCTURAL CONSULTIN3 PROJECT 99051 DATE 8 -20-99 PREPARED BY JAB SHEET I O D OF gamma= 0.104167 ft/ft taper Note these loads are in KIDS steel Fy= 36 ksi Controlling Load: member P total leff area r klIr Cc Fa Fa•1 33 fa ratio 235 3.92 3.72 0.359375 0.2962 150.709 126.0993 6.574654 8.766205 10.90783 1.244304 rx 3.92 7.27 0.359375 0.4652 187.5322 126.0993 4.246188 5.661584 10.90783 1.926638 237 3.5 3.62 0.359375 0.2962 146.6577 126.0993 6.942911 9.257215 9 73913 1 052058 rx 3.5 7.07 0.359375 0.4652 182.3732 126.0993 4.489823 5.986431 9 73913 1.626868 239 4.03 3.45 0.359375 0.2962 139.7704 126.0993 7.643998 10 192 11.21391 1 100266 rx 4.03 6.8 0.359375 0.4652 175.4084 126.0993 4 853447 6.471262 11.21391 1 732879 BEISANS ENGINEERING STRUCTURAL CONSULTING 6501 FRANCIS AVENUE NORTH SEATTLE, WASHINGTON 98103 (206)789 -6617 PROJECT Ediz SE -6114-A PROJECT NUMBER: 99051 Port Angeles, Washington DATE 8 -20-99 PREPARED BY JAB SHEET 1 1 of Effaditealeralh member A I rx P fa Fe' falF'e L Gt-brlo/Lit Gb Gt/(fa&F'el b/(fa/F'e) Keff 438 1.70 1.53 0.947 54.92 32.3059 37.2005 0.86843 60 170 1.70 1.53 0.947 54.95 32.3235 372005 0.8689 60 1 1 115151 1 0.8 437 1.70 1.53 0.947 64.33 37.8412 372005 1 80 1 1 115088 1 0.8 169 1.70 1.53 0.947 64.33 37.8412 372005 1 60 1 Inf 1 Inf 0.875 436 223 3.02 1.16 73.07 32.7668 55.8168 0.58704 60 kd 1 Inf 1.70229 0.92 168 223 3.02 116 73.12 32.7892 55.8168 0.58744 60 1 1 1.70345 1.52035 0.84 435 223 3.02 116 81.87 36.713 55.8168 0.65774 60 1 1 1.70229 151998 0.84 167 223 3.02 116 81.89 36.722 55.8168 0.6579 60 1 10 1.52035 10 0.88 PROJECT Ediz SE- 6114 -A Port Angeles, Washington Check of Sleevina for Columns Fy= 50 ksi Cc= 106.9988 member axial mom length A (bare) I (bare) Sx (bare) I sleeve r eff K eff Cm 437 66.72 0.19 26 1 70 1.53 1.06 43 5.118019 0.70 0.85 435 84 41 0.20 26 2.23 3.02 1 72 0 1 163727 0.83 0.85 member KUr (eff) fa Fa ft) Fb Fe' H -1 H -2 H -3 CSR 437 3.556063 39.24706 29.76097 2.150943 33 11808.97 1.030748 1.030062 1.037942 1.030748 435 18.54387 37.85202 28.45113 1.395349 33 434.2605 1.027346 0.978013 1.029529 1.027346 member Ed 437 H -1 435 H -1 BEISANS ENGINEERING STRUCTURAL CONSULTING 6501 FRANCIS AVENUE NORTH SEATTLE, WASHINGTON 96103 (206)789 -6617 PROJECT NUMBER: 99051 DATE 8 -20-99 PREPARED BY JAB sHEEr 62_ OF PIIP LE C. Q'P BEISANS ENGINEERING 6501 FRANCIS AVENUE NORTH SEATTLE, WASHINGTON 98103 (206)789 -6617 PROJECT Ediz SE -6114 -A Port Angeles, Washington STi �f 6- iL I DE i 1G Gk.) E-E- V) 4 r 4 9' CZ) A u 5 Vt DOJ4 f )c1r21a N ‘,17/•: 33,C IN 4' cx,ugc_ ./c 1 3 4 ,34-- 1 5 3 N4 ef a ;"2, I /G�7'q l.� I Gl, I T rUE CD I Lo Z 2 7 .05 GO 4f e /2 /2 m7 P(PF L) o PROJECT NUMBER 99051 DATE 8-26-99 PREPARED BY: JAB SHEET 3 OF at 1 7r 4, rtra— ii,,A1;dtt L '64:4=4 r10 a.;,.:esnil oh* ?tat: i-04Tt° P#tsne 'Pod 1Voinsonci. ,;*iire3y a.33row:. VICINITY MAP fry Qik 11,4brir 4i4gi 4iIr 3 S•porn•L y 1 ,o ftit4itr, Paxtir;and •-c0., :410,0 ...,4:k.3.1 .43O31; .Motsitoical`e4c*, f* .Itortrcr 1; j'• Kilitiekii% 'II 3 oulaix f i41,4* 6,4144 4K- 43' 7013440 it C.3413' '4:I-I:" 4430344 :i• A04 e W.� Hy Id S VOIC tlearn WIRELESS PA ED Z HOOK 850 ED Z HOOK ROAD PORT ANGELES, WASH \1GTON 98362 SE 6Y4 GENERAL LOCATION MAP t, 44 41' '4" ;44 .1. o 1 tigi= 4 4 4 r r NETWORK SYSTEM OWNER. VOICESTREAM WIRELESS III CORPORATION 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WA. 98011 CONTACT MIKE JANSSEN PH:(425) 829-0055 PROJFCT DFSCRIPTIOtt VOICESTREAM WIRELESS III CORP PROPOSES TO CONSTRUCT AN UNMANNED RADIO TELECOMMUNICATIONS FACILITY CONSISTING OF A TWO—SECTOR ANTENNA ARRAY WITH (2) ANTENNAS PER SECTOR (4 ANTENNAS TOTAL) AND A 24 SQUARE MICROWAVE PANEL ANTENNA MOUNTED ON AN EXISTING LATTICE TOWER WITH RADIO TRANSMITTER EQUIPMENT LOCATED IN ADDITION TO [E] SHELTER. 70NING: ARFA OF PARCFI IN (INDUSTRIAL HEAVY) JURISDICTION. PROJECT ABEA: PORT ANGELES t150S.F CFNFRAI INFORMATION. 1 PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. 3. NO SIGNAGE IS PROPOSED. LANDLORD'S REPRESENTATIVE ZONING MANAGER SITE ACQUISITION REP R.F ENGINEER PROJECT MANAGER A&E/CONSTRUCT1ON MANAGER PROJECT 'INFORMATION LANDI ORD• CITY OF PORT ANGELES 321 EAST FIFTH STREET PORT ANGELES, WA. 98362 PH: (360) 417-4911 CONTACT NAOMI WU PH: (360) 417-4911 DATE SIGNATURE PARCEI NUMBER(5). 063000 000400 PROPRIETARY INFORMATION THE E INFORMATION CONTAINED IN THIS SET OF CONS' RUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VOICESTREAM WIRELESS III CORP SERVICES IS STRICTLY PROHIBITED FINAL CONSTRUCTION DOCUMENTS 1-1 TITLE SHEET 9 SHEET INDEX GENERAL NOTES, SYMBOLS ABBREVIATIONS SITE PLAN a-2 ENLARGED SITE PLAN CONSTRUCTION PLAN de ELOATION a-4 CONSTRUCTION DETAILS e ELECTRICAL TELEPHONE DETAILS e-2 GROUNDING PLAN e-3 GROUNDING DETAILS APPROVAL SIGN OFF FOR CONSTRUCTION DRAWINGS 207 REGISTER:6:3 ARQ ITECT NOX FITZPATRICK, III OF WASHINGTON r r 4 I 1. L. W. Knox Fitzpatrick Architect Associates Wood Creek Bueiness Park 12810 N.E. 178th Street Suite 230 Woodinville, WA 98072 ph: (425) 415-0746 for (425) 415-0799 DATE 7-28-99 DRAWN BY- JBK CHECKED BY WKF REVISIONS DATE DESCRIPTION I NW 728.9qPRELIM CC 'SIJE3K 3.17.99IFINAL CD SIJBK HI1'J IgiRii4G13Xa4a3 I,3rerK• SITE NUMBER .SE-61 14-A PA EDIZ HOOK 850 EDIZ HOOK ROAD PORT ANGELES, WA. t- 1 GENERAL NOTES 1 DRAWINGS ARE NOT TO BE SCALED WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS EQUIPMENT LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER S PROJECT MANUAL. 2 DRAWINGS WERE PREPARED FROM STANDARDIZED DETAILS DEVELOPED AND PROVIDED BY W KNOX FITZPATRICK III AND ASSOCIATES AND VOICESTREAM WIRELESS III CORPORATION STANDARDIZED DETAILS ARE TO BE CONFIRMED AND CORRELATED AT THE SITE BY THE CONTRACTOR THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO, AND APPROVED BY, VOICESTREAM WIRELESS III CORPORATION PRIOR TO START OF WORK 3 PRIOR TO THE SUBMISSION OF BIDS CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION ANY ERRORS OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER VERBALLY AND IN WRITING 4 THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS 5 THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS METHODS TECHNIQUES SEQUENCES AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT 6 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER S /VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 7 ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES REGULATIONS AND ORDINANCES CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS ORDINANCES RULES REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK 8 GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK 'FOR CONSTRUCTION AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S SIGNED WET STAMP 9 THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 10 SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 11 CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A OR 2-Al OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION 12 CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS EASEMENTS PAVING CURBING ETC DURING CONSTRUCTION UPON COMPLETION OF WORK CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY 13 CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS AND RUBBISH CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS DUST OR SMUDGES OF ANY NATURE. 14 THE ARCHITECTS /ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT /ENGINEER OF ANY CONFLICTS ERRORS OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK UNLESS DIRECTED OTHERWISE. 15 THE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS 16 THE CONTRACTOR SHALL PROVIDE VOICESTREAM WIRELESS III CORPORATION PROPER INSURANCE CERTIFICATES NAMING VOICESTREAM WIRELESS III CORPORATION AS ADDITIO INSURED AND VOICESTREAM WIRELESS III CORPORATION PROOF OF LICENSE(S) AND PE PD INSURANCE. 17 CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS mct a Wood Creek Bueineee Park 12810 N.E. 178 Street Suite WoodInvdle, WA 98072 ph (425) 415 -0746 fox: (425) 415 -0799 SITE NUMBER SE- 6114 -A PA EDIZ HOOK 850 EDIZ HOOK ROAD PORT ANGELES, WA. N- 7207 E ISTEF D AM EC: X FITZPATRICK. III OF WASHINGTON DATE: 7 -28 -99 DRAWN Br JBK CHECKED BY: WKF REVISIONS DAM! DESCRIPTION INdNL 77899 PRELIM CD'SIJBK 3.17.99 FINAL CD SIJB 1- 14- 93ITRUCTURALIJBK g -1 r: f] FENCE [E] UTILITY POLE [E] BUILDING 44 —0" FIELD VERIFY EDIZ HOOK ROAD LE1 0.H. POWER UNES (ABOVE) [E] O.H. POWER ONES (ABOVE) _IE]_ O.H. POWER UNES _(ABOVE) MUM [E] BUILDING -4 l---I I I I I I I L TOWER 1 [E] GATE x [E] RAISED ICEBRIDGE I [E] CONCRETE PAD) J X [E] FENCE j: 3; 3: w ABBREVIATED LEGAL DESCRIPTION: ALL THAT PORTION OF THE EDIZ HOOK LEASE LOTS 3 THROUGH 7 LYING SOUTHERLY OF THE SOUTH MARGIN OF THE EDIZ HOOK ROADWAY INTRATALK EQUIPMENT LOCATED IN NEW ADDITION TO [E] SHELTER. REFER TO SHEET a -2 FOR ENLARGED SITE PLAN PCS ANTENNAS MOUNTED ON [E] LATTICE TOWER. (TYP 2 SECTORS) ARCHITECTURAL SITE PLAN 24 "x36' SCALE. 1/4 =1 —0" 11 x17" SCALE. 1/8 =1 —0" lin A lai ..4 k V 0 n 207 ca REGISTER SITE NUMBER SE- 6114 -A PA EDIZ HOOK 850 EDIZ HOOK ROAD PORT ANGELES. WA. a -1 X FITZPATRICK, III F WASHINGTON 1 I W. Knox F at Wood meek �ehleea Park 12810 N.E 178th Street Suite 230 Woodinville, WA 98072 ph: (425) 415 -0746 far (425) 415 -0799 DATE: 7 -28 -99 DRAWN BY: JBK CHECKED BY WIT REVISIONS IaATEI DESCRIPTION INIIWL 7.7899IPRELIM CD SI JBK 3.17.99IFIN AL CD SIJBK 3- 14 -99STR J,- TURALIJBK [E] BUILDING [E] BUILDING OVERHANG [E] BUILDING [E] OMNI ANTENNAS (ABOVE) N [El RAI'ED ICEBRIDGE 12' -0" NEW GUTTER AND DOWNSPOUT (T(P•) w U W ENLARGED SITE PLAN 24'x38' SCALE: 1/4 =1 —0' 11'x 17' SCALE: 1 /8' =1 —0' CONSTRUCTION PLAN KEYED NOTES NEW CONCRETE BLOC SHELLER ON THICKENED CONCRETE SLAB. 2 REFER TO SHEET -4 K FOR DETAIL, PRIMARY BASE TRANSCEIVER STATION (B7S) WITH VI BY RY BACK VPCS). -UP UNIT (GRI,1) -PROVIDED BY VPCS. 4 4 FUTURE BASE TRANSCEIVER STATION (BTS) O NEW ANTENNA MOUNTS PROVIDED BY VPCS ID 3' -0' WIDE SOLID METAL DOOR 1? PC ANTENNAS PROVIDED BY ?CS SEE SCHEDULE SHEET I AN 9 HOLE WAVEGUIDE PORT SEE HE' -4 FOR DETAIL. <C COAXIAL CABLING 70 ANTENNAS (PROVIDED Br PCS) SEE SCHEDULE ON SHEET 1. O IS PEDESTAL MOUNTED WAVEGUIDE BRIDGE (PROVIDED BY VPCS). SEE DETAIL ON SHEET 13/H 16 SEE SHEETS 2, 3 FOR GROUNDING TYPICAL O NEW TELEPHONE AND POWER TRENCHES REFER TO 11 -4 THERMOSTAT CONTROLLED FAN SEE DETAIL SHEET -4 SITE NOTES 1 VERIFY AZIMUTH WITH FINAL SITE CONFIGURATION SHEET FROM R.F ENGINEER. w IN 72(7 REGISTERE PATRICK, III t. STATE OF ASHINGTON �4 W. AArchitecct Asociatae Wood Creek Bueinees Park 12810 N.E. 178th Street Suite 230 Woodiimnlle, WA 98072 ph: (425) 415-0746 far (425) 415 -0799 DATE: 7 -28 -99 DRAWN BY JBK CHECKED BY WKF REVISIONS 11ATEI DESCRIPTION I11W. F.28.99IPRELIM CD SIJBK 3.17.99IFIN AL CD SI JBK 3- 14- T9ISTRUCT URALI 35K SITE NUMBER SE- 6114 -A PA EDIZ HOOK 850 EDIZ HOOK ROAD PORT ANGELES. WA. a -2 1.5 FLAT PANEL PCS DIRECTIONAL ANTENNA FREQUENCr1850 -1990 MHz WEIGHT 18.4 LBS. WIND SURVIVAL 125 MPH ANTENNA DETAIL 24 x36" SCALE. 1/2 =1 —0" 11 x17" SCALE. 1/4 =1 —0" EQUIPMENT ELEVATION 24 x36" SCALE. 1/2 =1 —0" 11 x17" SCALE. 1/4"=1 —0" o 6 N 46.8" NOIKIA INTRATALK ROD EQUIPMENT CABINET 2' -0 3/8" FRAME BASE WERY RACK RECTIFIER EQUIPMENT PLAN 24:x36" SCALE: 1/2"•: 11 x17" SCALE: 1/4"=1 —0" 4 3 2 [E] CARRIER ANTENNAS --.„NNo, GROUNDUNE (BEYOND) i [E] EQUIPMENT I SHELTER [E] UTIUTY POLE (BEYOND) [E] LATTICE TOWER —N [E] ANTENNA [E] ANTENNAS Q J Z 1- I— 1— Z Q U M O 6 o 'A' I p N LL EQUIPMENT E] SHELTER (BEYOND) A GROUNDUNE (BEYOND) SOUTH ELEVATION 24 %36" SCALE. 3/16" =1 —0" 11 x17" SCALE. 3/32 =1 —0" 1 CONSTRUCTION PLAN KEYED NOTES O NEW CONCRETE BLOCK SHELTER ON THICKENED CONCRETE SLAB REFER TO SHEET —4 FOR DETAIL4 O NEW ANTENNA MOUNTS PROVIDED BY VPCS As PC' ANTENNAS PROVIDED BY VPCS NZ SEE SCHEDULE SHEET I SQUARE MICROWAVE ANTENNA PROVIDED BY VPCS. 19 CONTRAC.TOR SHALL CONFIRM MICROWAVE REQUIREMENTS WITH MANAGER AT TIME OF SITE PRECONSTRUCTION MEETING SYMBOLS ABBREVIATIONS T TELEPHONE E POWER G GROUND WIRE COAXIAL CABLE ANTENNA Al ANTENNA MARK NO q_ CENTERLINE [E] EXISTING [N] NEW W/ WITH PBO PROVIDED BY OWNER DETAIL NUMBER SHEET NUMBER V.I.F VERIFY IN FIELD 7'07 REGISTER ARON! ECT` Writ t PROJECT X FITZPATRICK, III OF WASHINGTON I ix. W. Knox Fitzpatrick pl, Architect Paiodates Wood Creek Business Pork 12.810 N.E 178th Street Suite 230 Woodinville. WA 98072 ph (425) 415-0748 for 425) 415 -0799 DATE: 7 -28 -99 DRAWN BY JBK CHECKED BY WKF REVISIONS DATEI DESCRIPT1ON INDW. T 2899IPRELIM CD S JBK 317.99IFI NAL CD S JBK 3Ht9O Ii/Si'7.N[L 0.i JBK SITE NUMBER SE- 6114 -A PA EDIZ HOOK 850 EDIZ HOOK ROAD PORT ANGELES, WA. a -3 4 r y [Ey OMNI ANTENNA _-SEALANT FLASHING AND COUNTERFLASHING 20 YEAR COMPOSITION ASPHALT SHINGLES 2x8 LEDGER WITH JOIST HANGERS BITUMENS RAFT ERs 0 24 O.C, 5/8" OSB 4x fe.— [E] CMU SHELTER WALL —[E] SHELTER -2500 PSI CONCRETE SLAB SEE STRUCTURAL DESIGN NOTES FOR REINFORCING STEEL SLOPE lie- PER FOOT TD DOOR —[E] FOOTING —d DRIP EDGE WALL—REFER TO STUCT. DESIGN NOTES FOR REINFORCING STEEL BEAM LOCATIONS DOWEL WITH 90' HOOK MATCH TO WALL STEEL i 1 [E] SURFACE #4T&B CONTINUOUS [E] SHELTER PAINT TO MATCH [E] SHELTER ROOF SECTION i4 )06" SCALE. 1 =1 —0" 1 5 11 x17 SCALE. 1/2 =1 -0' CV FOUNDATION SECTION g4 "x6" SCALE. 1 =1 —0" 1 1 11 x17 SCALE. 1/2 =1 —0" [E] OMNI ANTENNA SHELTER ELEVATION 7 11"x17" SCALE: 1 /4 =1 -0 GALVANIZED STEEL WAVEGUIDE CHANNEL GRATING FROM MONOPOLE TO EXTERIOR WALL OF SHELTER (IF APPLICABLE) FASTENED TO SINGLE SUPPORT CHANNEL POLTED TO ADJUSTABLE SEALED —TOP PIPE HEAD. ADJUSTABLE GALVANIZED STEEL COLUMN. CADWELd /0 STRANDED BARE GROUND WIRE TO GROUNDING RING odedurok BRIDGE 21."x3r" SCALE. 1 B =1 —0" 11 x17 SCALE: 1 /16 =1 —0" MASONRY OPENING SHIM AS REQUIRED CAULK METAL FRAME DOOR FASTENER 1 DOOR 14 DOOR JAMB DETAIL NOT TO SCALE 1 O NOTE. EPDXY INTO GROUTED CELLS BOND BEAMS GROUT SOLID INTO HOLLOW CELLS [E] WALL '—#4 DOWELS ALIGN WITH HORIZONTAL REINFORCING X —NEW CONSTRUCTION WALL ATTACHMENT DETAIL 24 x36" SCALE: 1 =1 —0" 11 "x17" SCALE: 1/2 =1 —0" 6 EQUIPMENT PLAN 24 "x36" SCALE: 1/2; =1 —0" 11 x17" SCALE. 1/4 =1 —0" 2 i [E] BUILDING 2x4 FLUORESCENT I— FIXTURE I 1 L —___.4 PAINTED GWB CEILING REFLECTED CEILING PLAN NOT TO SCALE MTS P/N EP— SERIES FEED —THRU ENTRY PORTS REFER TO MTS CATALOG ENTRY PORT DETAIL NOT TO SCALE #5 VERTICAL BAR 0 INTERSECTION X 1 —6" CORNER BAR TO MATCH HORIZONTAL WALL STEEL CORNER DETAIL p4 "x36" SCALE. 1 =1 —0" 11 x17" SCALE: 1 /2 =1 —0" EQUIPMENT ELEVATION 24 "x36" SCALE: 1/2"=1'-0" 11 N17" SCALE: 1 /4 =1 —0" 13 9 5 1 BATTERY CABINET SPECIFICATIONS HEIGHT WIDTH DEPTH MAXIMUM WEIGHT FOOTPRINT EMPTY WEIGHT VOLTAGE MAX. POWER (24ov NORMAL POWER MAIN CIRCUIT PROTECTION MAX. HEAT DISSIPATION NORMAL HEAT DISSIPATION OPERATING TEMPERATURE MAXIMUM OPERATING HUMIDITY MAX LEVEL OF ACOUSTIC NOISE GROUND CAE:L E ANTENNA CONNECTORS CABINET OUTPUT RECEIVE SENSITIVITY OUTPUT POWER AT CABINET ANTENNA CONNECTOR (H2D) NOTES: 1 1.5 hours of battery backup is provided for full TRX operation i An additional 0.5 hours is provided for the BCF without TRX operation. 2. Maximum is defined as batteries charging and heaters atitive. Auxiliary 11 DV utlet power must be added to thi figure. 3. Normal is defined as batteries not charging and heaters not active. I W KNOX iii i ATRICK, I!I \TE OF WASHINGTON BTS CABINET SPECIFICATIONS HEIGHT WIDTH DEPTH MAXIMUM WEIGHT WEIGHT w/o BATTERIES EMPTY WEIGHT VOLTAGE MAX. POWER (240v 2 NORMAL PDWER MAIN CIRCUIT PROTECTION MAX. HEAT DISSIPATION NORMAL HEAT DISSIPATION OPERATING TEMPERATURE TEMPERATURE VARIATION MAXIMUM OPERATING HUMIDITY FULL OPERATING BATTERY BACKUP ADOTTIONAL PARTIAI OPERATING BATTERY BACKUP TX OUTPUT POWER EXTERNAL T1 CABLE EXTERNAL ALARM CABLE POWER CABLE GROUND CABLE ANCHORING HOLE DIA. FUSES WITHIN CABINET ANTENNA CONNECTORS 62.4 hr (1800mm) 23.4 In (600mm) 18.7 hi (480mm) 460.7 LB (216 kg) 23.4 In refill 125 lb (275.6 kg) 62.4 in (1600mm) 157.5 in (1460mm) 23.4 in (600mm) 18.7 in (480mm) 480.7 lb (218 kg) 30.3 in (770mm) 42.3 in (1150mm) 760 lb (345 kg) 275.6 lb (125 ka) 1 495 lb (225 kg) 187 -222V AC 1 207 -264V AC 60 Hz -w D Hz 2500 W I 2500 W —Zr to 122" F 33' to 50 C) 955 1 hrs 15 A C 1, Female 2T to 172' F -35 to 50 C) 95% 1 his Multiple Lengths I None 25 Pin Connector I Use Main Cabinet BAWD IGANG 1/0 AWG 11 /0AWG 0.55 in (14 mm) 1 0.55 in (14 mm) 15 A Coaxial, Female N —tvoe NOTES: 1. 1.5 hours of battery backup is provided for full TRX operation. An additionol 0.5 hours is provided for the BCF without 1RX operation. 2. Maximum is defined as batteries charging and heaters active. Aax811ary 110V outlet power mat be added to this figure. 3. Normal is defined as batteries not charging and heaters not active. 721W REGISTERED HI ECT 116 B. A. W. Knox Fitzpatrick III, Architect Associates Wood Creek Business Park 12810 N.E 178th Street Suite 230 Woodinville, WA 98072 ph: (425) 415 -0746 fax: (425) 415 -0799 DATE: 7 -28 -99 DRAWN BY JBK CHECKED BY: WKF REVISIONS DATE( DESCRIPTION INIIW. 728.99IPR ELI NA CD SIJBK 317.99IFI NAL CD SIJBK 3- 14- 99ISTRUCTURALI JBK I SITE NUMBER SE- 6114 —A PA EDIZ HOOK 850 EDIZ HOOK ROAD PORT ANGELES, WA. a -4 FOR PRECISE SITE LOCATION AND CONFIGURATION REFER TO SHEET a -2. NOTE: FOR ADDTTTONAL GROUNDING SYSTEM NOTES REFER TO SHEET e-3. NOTE, ALL GROUNDING WIRE RUNS AND CONNECTIONS, BOTH ABOVE AND BELOW GRADE, SHALL BE LOCATED INSIDE OF THE LEASE AREA LINE. SCHEMATIC GROUNDING PLAN NOT TO SCALE NOTE. IF SURGE SUPPRESSER IS AN EXTERIOR MOUNT RUN A #2/0 CU GROUND WIRE IN A 1 SCHED 40 PVC CONDUIT TO SIDE SPUCE CADWELD GROUND RING. HEAT RADIUS CONDUIT TO PRODUCE LARGE RADIUS BENDS. STRAP TO SLAB AT 2 POINTS (MIN). GROUNDING KEYED NOTES 1 EXTERNAL GROUND RING: #2 SOLID TINNED WIRE AT 24 BELOW GRADE. O MAIN GROUND CONNECTION POINT 5/8" X a' -0 COPPER GROUND ROD. SPACING OF GROUND ROD AT 10' O.C. MIN. TYPICAL AS REQUIRED. GROUND FROM INTERNAL EQUIPMENT GROUND BAR TO MGB. O FROM GROUND RING RUN #2 GROUND WIRE IN 1 SCHEDULE 40 PVC HEAT RADIUS CONDUIT TO MOB AS SHOWN, STRAP AT 2 POINTS MIN. MASTER GROUND BUSS BAR (MGB) 10 #2 SOLID TINNED GROUNDING WIRE. CONCRETE EQUIPMENT SLAB ON GRADE. 11 FIELD VERIFY AND TIE INTO [E] TOWER GROUNDING SYSTEM GROUNDING NOTES LEGEND GENERAL GROUNDING NOTES 1 ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT T3 SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BT MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMEN GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TO POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE TO A MAXIMUM OF 5 OHMS. IF THE GROUND TEST DID NOT ACHIEVE THE MAXIMUM OF 5 OHMS, CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUNDING TO MEET 5 OHM. MAX. REQUIREMENT GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY THE VOICESTREAM REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED VOICESTREAM REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. 7 NOTIFY ARCHITECT /ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. GROUNDING ROD NOTES (WHERE APPLICABLE) ELECTRICAL CONTRACTOR SHALL ORDER LAB TEST TO DETERMINE GROUND RE— SISTANCE AND REPORT RESULT TO VOICESTREAM REPRESENTATIVE. IF RESISTANCE EXCEEDS 5 OHMS ELEC— TRICAL CONTRACTOR SHALL DETERMINE, FROM TEST RESULTS, NUMBER OF RODS REQUIRED. IESI SHALL BE PREFORMED WHILE GROUNC GRID IS ISOLATED FROM A/C SYSTEM CARD. SYMBOL DESCRIPTION PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VOICESTREAM WIRELESS CORP SERVICES IS STRICTLY PROHIBITED. III COPPER GROUND ROD CADWELD CONNECTION SIDE SPUCE CADWELD 7207 X FITZPATRICK, f F WASHINGTO I. A. W. Knax ArchitectBates Wood Creek (liminess Park 12810 N.E 178th Street Suite 230 Woodinville, WA 98072 ph: (425) 415-0746 for (425) 415 -0799 DATE: 7 -28 -99 DRAWN BY JBK CHECKED BY: WKF REVISIONS OATEI DESCRIPTION WINE 72899IPRELIM CD SIJBK 317.99IFINAL CD SIJBK 1- 11- 99ISTR JCTURALI JBK 0 m 0) J W O 2 O F. Z Q 3 Y 0! Q 0_ Y W W U 2 H 0 z r 0 REGIA RE Cl SITE NUMBER SE- 6114 -A PA EDIZ HOOK 850 EDIZ HOOK ROAD PORT ANGELES. WA. e-2 WON PRD.H:T MAMOR. INSPECTION NELL DETAIL 12 NOT TO SCALE o 02 AWG DR IB AWG SCUD TINNED JUMPER W/ SHORT BARREL COMPRESSION LUGS (TRW /54205 OR 5407), ATTACH TO GROUND BAR BY GENERAL CONTRACTOR CADWELD TYPE–GL) HOTEL CONTRACTOR TO USE AIR CORROSKIN GREASE AT THESE CONNECTIONS NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION MUGS, ATTACH TO GROUND BAR INSTALL BY ANTENNA CONTRACTOR CADWELD TYPE –GL.) —NEW 4' 24' 1/4' thk COPPER GROUND BAR. SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR MASTER GROUND BAR NOT TO SCALE 000 0 00 0 0 00 00.0000 TYPE TA TYPE CT 24' FIELD VERIFY #2 STRANDED CADWELD (TYPE–GC) NOT USED 16 1B' DIAMETER PRECAST WELL WTM SELF SEALING STEEL LiT) SUBLET SHOP GRTGS. FOR APPROVAL f 02 SCUD TINNED WIRE. O 0 0 0 0 0 O 0 0 0 0 0 000 0 0 0 0000 O o 0 0 0 0 O Ir, TYPE HS TYPE HA TYPE SS 0iir 4 51; TYPE XA NOTE ELECTRON. COMIRN:IIR SNAIL ORDER UDEPOAMNT LAO TEST TO DETERMNE CROWD RESISTANCE NO REPORT m VOFESUFAM ._..uc...ITWE WITTY mown MIBGRTB.Y F RFSSTNES EXCEEDS 5 OBS. ELECT... SW. OEIDNIE FROM MAKER KER OF ROES REMISES COYER AND NELL ON BID 1 B TAU. OF (1) ROD ALL ODER RODS ERIIED ARE ID E BACK FLED. yyyyyyCAIIIDWEID GROUNDING GRADE jTY CI) /RODS TO BE BACK FILLED. a t IT 10 1050 amuND 0 0 O POKER CO. ROBE to 5/6' x 6'-0' GROUNDING R O D' T 10'-0' O.C. MN.QYP.) GROUNDING ROD (TYP.) NOT TO SCALE O 9 O 0 0 0 0 OMAN MS EQUIP FRAME GROUNDO O 0 0 0 OBE WET RORI I 40t:00 MAIN EQUIPMENT GROUND 0 0 0 Q 0 0 0 0 O 0 0 0 0 0 0 0 0 TYPE PT TYPE VS ter- NOT USED 15 GATE EQUALIZATIDN BOND MASTER BUSS BAR 0 0 0 0 0 0 0 9 12� CHI=T D NOM ION 8 GROUNDING SCHEMATIC NOT TO SCALE NOTE: CADWELD 'TYPES' SHOWN ABOVE ARE IXAMPLES CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THIS PROJECT. TYPE GR TYPE CL LUG 11 7 CADWELD DETAILS 3 NOT TO SCALE TOWER GROUNDING SYSTEM NOTES 0 TOWER RADIAL GROUND 12 SCUD TODFD TIE ERDWOSED (CO FASTENER AP ED BY FOO 0 WAGER) ID TOWER BO. MOD VI RE 30” WWI N MEFP= ED10T0.Ncoo AS SHOWN (01010 LEASE IRE F POSS3E F NOT AS SOWN ON PRIM) AT A WOW DEPTH OF 24' ALL GROI0D RODS 10 BE F COPPER OR COPPER WA FAST DORM RODS MOM TOWER ARE TC BE PUOED 10' EOM. MACE (LINEN ROD CENTERS) AND A KO RN OF BERT 10' AOC TOTAL LENGTH ALL BEM MIST MONTAN A S111811AI 12' RABIES ®TOWER EQUIPMENT RING GROUND INTERCONNECT ONLY ONE (1) COERCION OF THIS TYPE FOR EACH TOBBO SINE COESTRUCRON AS NOTE A ATONE WEPT THE TERM/MTON AT THE pOUIORC ROC MST BE THREE ST CONNECTED. ALL BENDS MUST MANTAN A NWNUN 12' RADIUS M IMS OBSERK TIE RAIN DEMONS SHOWN WHEN RAMC TENDS OR CDNNECTOI81 USE f2 SOUL 111MED WIRE RACED 1111111 3' (30') FROM EDGE OF MID= =CRETE 10515111011 AT A IBIRNM DEPTH OF 24' NJ. MWIELI1016 10 GROUND ROT: ARE TO BE COMBED NL GROUND RCM 10 BE 10' COPPER OR COWER COLD Atli RACED TB BAMI. CEWCE (ETNEDI ROD CORERS) NO A MOM WY BUY iD ALONG 10ML WATll ALL ENDS MUST MOM A MOAN 12' ROUST SINGLE POSIT GROUND BAR PM BUUOEAD) awes OBSERVE THE BREC O N SOON ins PLACING BEDS OR COINELTERI) TO ROM OW! 115E TWO (2) jf2 BOLD 111500 no OR 1Mo (2) r MOVER RBONS ATFACEED ON OPPOSITE DIE OF BAR OR BIADEAD ERIENDRO DIMLY 10 MOUND ROC AS SHOWN NI NEE CCOECTOE6 10 GROUND ROM NE 10 BE CN)BELDED, RIBBONS MAT E ATTAOEO ID BMW MC WITH A ZSTED' PRESS BE COIMECTENI 1RRry AWGO OF C016TRJCTON MOWER. All BENDS MIST KAMAN A MRCMUM 12' ROUST RING #2 MUD TINTED NIE CHOIBCfD (TO DOER BMOC IBC) AT A IDCATON OTTO ABOVE THE SOE MME OR AM 1WOE MEROR OF WUXI& AMPS uso 101 ION TD F SWOT NCL YIA7 WMNEE AKOA BOND 5 ROUST AT EACH DAME CCOO ND AT 050MOES /2 SOLD 111000 NNE CHORUSED 113 BUEDIHO RING 3155 AND ATTACHED 10 EACH IHW OR 15100E CORISH FENCE POST AND /OR GLEE POST WITH A LISTED' WIRE CLAP RACE AT A MNMAI 12' DEPTH (SEE NOTE 11 ELM FETE CROSSING CLEARANCES). F METALLIC POST NOT SET N CEMENT P1ACO AN NOTIONAL 8' GROUND ROD AT REST LOMION. EQUIPMENT RING GROUND 0 EQUIPMENT INNER BONDING FENCE EQUALIZATION BOND A> POWER TIIEPHONE TRENCH UIRRRS GIN EITHER BE RACED N SAME TRENCH (FESCRANDUM SEPARATION) OR 0I SEPARATE TRENDED AT A 36' DEPTH. *twos PUCE THESE FACMIES E10N MILE EWNWNOC A 313' HORIZONTAL SEPARATION AND A 12' VIXIOIL SEPARATION fROM AID RAWL OR RIO GOUT) SYSTEM RI. OH al ADJACENT TO THE RATIO SHE 0 POWER TELEPHONE ENTRANCE –THE BUDDNG RIND GROUND NESTS DR MIMEOS THE NEC ARTICLE 250 UMEl1Y PROTECTION GROUND. THEREFORE. INFORM LOCAL INSPECTOR THAT AMDONAL GROUND RODS ARE NM 010331. NL UTILITY CROWDS WT BE ATTACHED TD THE /2 SOLID TINED BOND WIFE MIMED N NOTE I BEIDW. IF LOCAL POKER C WAVY M005 EDUIBE AN CDRONAL GROUND ROD. BOND THE 11.0 FACLIDES TOGETHER AT THS LOCUM 0) UTILITY GROUNDING ELECTRODE BOND USE #2 SOLID 11INED WIRE RACED MIN 3' OF MUIY INTRAI3 LE FMAUR. ALL CONNECTIONS TO GROUND MC NE TOE CADITETDEO. COIIEMON TO ENTRANCE FACUTY TD BE WITH A 'USED' CO NEETT N. ALL BENDS MUST MNNTAN A MINION 12' RAOMA 0 RADIAL GROUND FENCE BOND CROSSINGS WHEREVER PRACTICAL TO MINCE N OLTE COUPLING, THESE FAGUTTES MET CROSS AT A BB ANGLE 1111E MNNTNNIO A MINIMUM 12' VERTICAL SEPARATION. 0 CON( GROUNDING KITS USE NDNIOUA. 'LISTED' COUNDNO CIS ITT EACH CON( 010E ONO TO TOWER BONDING BUSS BAR WITH #0 STRANDED MUTATED WOE WITH 2 HOLE DOPED CENNECIONS. GROUNDING BUSS BAR KIT –RE GRDUNONC BUSS BAR MID ATTACHMENT CT MIST E DIRECTLY BOLTED TO THE TOWER 5101510E incur ELECTRICAL NSMATORS. O CE BRIDE BONDING ME OE LODGE SHOULD NOT BE BONDED TD THE TOWER 31311UEI IT sou ONLY E BONED AT ONE ENO To Ti5 ENTRANCE swam (SOME PENT me EMI). USE /z swum 061AA1ED TIRE M11H 2 HOLE CRIMPED CONTELTOI6. RADIO BAY TO CORK BULKHEAD BOND –00 B THE ORLY GENET TO 06055 BOND WIRE ATTACHED TO THE RADIO ROI USE #2 STRANDED INSULATED HIRE OH 2 HOLE CRAVED CONNECTIONS OR A 3' COPPER STRAP 0 RADIO BAY 60UTION KIT cower RATIO EoupwaR SUPPLIER FOR SPo2FGITON AND 16W.M150 PADCEIR ES. NOTE) ALL CONNECTIONS TO BE CADWELDED USE MECHANICAL CONNECTIONS ONLY WITH THE WRITTEN APPROVAL OF THE CONSTRUCTION MANAGER HOISTING GRIP TO BE INSTALLED BELOW TOP GROUND KIT. ANTENNA WEATHER SEAL 3' JUMPER DIN MALES GROUNDING KR 2/0 STRANDED TYPICAL r #2 SOLID OWNED WIRE CAOWBOED TD FENCE EDLMI2AEON WIRE ANB ATTACED TO 001 GATE POST WITH A 'LISTED' NNE CLAMP F METAIUC POST 6 NOT SET IN COOT PLACE AN ADDIIDNIL 10' WOUND NM AT EACH POST IDCATIOK LEADS. DIN FEMALE CONNECTOR WITH WEATHER SEAL GROUNDING BUSS BAR AND ATTACHMENT KIT WITHOUT INSULATORS BOLTED TO TOWER REFER TO SHEET e-1 ,FOR COAXIAL CABLE SIZES AND APPROXIMATE LENGTHS. PEDESTAL MOUNTED WAVEDUIDE BRIDGE INSTALL GROUNDING KIT ABOVE COAX BEND GROUNDING BUSS BAR AND ATTACHMENT KIT BOLTED TO TOWER MASTER GROUND BAR. SURGE ARRESTOR CONNECTOR AND ATTACHMENT KIT WEATHER SEAL ATTACHED TO GROUND BAR SIX FOOT JUMPER CABLE EQUIPMENT CABINET T.S. GROUND BAR AND I/O LEAD FI.T.S MOUNTING COAXED. CABLE ENTRY PORTS 2/0 STRANDED COPPER LEADS TYPICAL 2/0 STRANDED COPPER GROUND RING CONC. SLAB ETR RpUFN� �p 00 t e f 7 31m TO COTJC. -SU1B TOWER GROUNDING SCHEMATIC 1 NOT TO SCALE COAXIAL CABLE IDENTIFICATION A. To provide easy identification and uniform marking of antenna cabling, the followIng shall apply. 1. LOCATION: Markings shall be made by use of 3M colored, 2 –Inch wide tape affixed at typically four places on the coax cable run as follows: First k)eation is on the coax at the connector nearest the nten where the coax and Jumper ore connected. Second at the base of the tower structure. (For towers only). Third at a point outside the FT'S. Fourth at connection point inside EFTS. 2. SECTOR Identification. Normally o site Will hove up to three sectors. Sectors shall be designated by numbering eh a clockwise manner. the first sector Is the one closest to zero degrees (North), the second and third follow clockwise in sequ Sector I1 coax will have one bond of a red colored tape for the principal coax run nd 2 red for diversity coax run. Normally Bites will initially go on the with ae few as two antennas pe sector and as the system grows, an additional two anten will be added. Sector I2 coax will have one band of green colored tope for principal nd 2 green fo diversity. Sector #3 coax will have one band of blue colored tope for principal nd 2 blu fo diversity. 3. Fo more the one nten per ite the following will be adhered to: Facing the back of the °oleo starting from you left me mark It with on band, moving right on the same ctor to the next ntenno, mark It with two bands of olored tape Contin with the some method for as many antennas you have for each sector Repeat the fo every ctor 4. In addlUo to the colored tape apply pernia nt markings as follows: 1 ch braes round toga marked' with Prin pal 1 (P1). Principal 2 (P2), Principal 3 (P3), Di amity 1 (D1), Diversity 2 (02), and Diversity 3 (D3) tc be attached by a fourteen (14) gouge black electrical wire. SWEEP TEST PROCEDURE PCS 1900 ANTENNAS AND FEEDERS The following procedure describes the test nd fault finding procedure to be followed for all antennae 1.Test equipment should con :st of a sweep es illator eet to run between 1500 and 2000 MHz, directional coupler with of least 35 dB directivity nd scalar network alyzer with resoluti of better than 0.2 dB. A matched 50 Ohm bad and short circuit termination ore also required. 2.5st up the return loss measuring set per the ma ufacturers instructions and calibrate with the short (0dB return Loe VSWR Infinity.) 3.1nform the Operations staff at the switch that sweep teats ore to begin at this site so they can disable transmission to ovoid potential TRX damage with the antenna port open. (if applicable) 4.Camposite Return Loss: Disco neat the bottom jumper at the 815 and connect it to the main port of the bridge. Return lose of the composite jumpers, feeder and nten should be -14dB (VSWR >1.5:1) between 1800 and 2000 MHZ. S.Feeder Return Loss: Turn off the sweep generator diecon act the top jumpe at the antenna and connect a dummy load to the nd of the top Jumper with DIN N adopter Pews up the p e erotor and measur the return loss looking Into the bottom umper. The return to should not exceed –18dB (VSWR >1.3:1) between 1800 and 2000 MHZ. 6.Feeder Insertion loss: Replo the load with a short circuit term: alio and me um the maximum and minimum return loss between 1800 and 2000. Add these together and divide by 4 to give the average 1 way Insertion loss which should be 3 dB. 7 1f the conditions In 4,5 and 5 ore met then the test is complete. f 4 is hod but 5 R 5 are OK then replace the anten and retest. .f 5 or 6 ore bad then measure RL of main feeder only. If return Loss improves to –2D or better insertion bee improves by more than 2dB then replace or reterminate the bottom and top jumper Otherwise replace the main feed. run Notify Project management and RF Engineering of any faulty hardware. All test results should be clearly marked with site, feeder umber, date. measurement time. N 7207 N 0 REGISTPF FD A w S ATED FITZPAIAICK, III WASHINGTON 4 I♦ If. Knox Frtzpotdd HI, Architect Wood (meek Business Park 12810 N.E. 178th Street Sufis 230 WoodnvAle, WA 98072 ph: (425) 415 -0746 fox: 425) 415-0799 DATE: 7 -28 -99 DRAWN BY: JBK CHECKED BY: WKF REVISIONS MTEI DESCRIPTION IiTML 72899IPRELIM CD SI.1BK 31799IFINAL CD SIJBK 3- 14- 99ISTRUCTURALI JBK SITE NUMBER SE- 6114 —A PA EDIZ HOOK 850 EDIZ HOOK ROAD PORT ANGELES. WA. e -3 T 2 1 /2" DIA STD STEEL PIPE 2 1 /2 DIA STD STEEL PIP L 1 3/4 X 1 3/4 X 1 /B TYPICA 3 DIA STD STEEL PIPE 6' -7" a 0 In 0 EXISTING TOWER ELEVATION 2 24 x38" SCALE. 1/2"= 1 —0" 11 x17" SCALE. 1 /4 =1 —0 2 1/2" DIA STD STEEL PIPE 2 1/2" DIA STD STEEL PIPE 3" DIA STD STEEL PIPE ADDED SLEEVES PER SECTIONS D" "E" NOTE. ADDED MEMERS TYPICAL THREE SIDES OF TOWER. ALL ADD MEMBERS TO BE GALVANIZED PRIOR TO INSTALLATION. SLEEVES TO EXTEND TO LEG AS AS FAR AS BRACING PERMITS -K it 5 1 I i I ADD L 4X4X3/8 6' -7' 0 in 0 I ADDED L 1.5X1.5X1/8 s -2 in ADDED L 1.5X1.5X1 /B I IL s 2 ADDED L 1.5X1.5X1/8 —ADDED L 1.5X1.5X1/B rn MODIFIED TOWER ELEVATION 24 x38" SCALE: 1/2 =1 11 x17" SCALE: 1 /4 =1 —0 1■ 0L I W. Knox Fitzpatrick III, Architect Associates Wood Creek Business Park 12810 N.E. 178th Street Suite 230 Woodinville, WA 98072 ph: (425) 415 -0748 fax (425) 415 -0799 DATE: 7 -28 -99 It DRAWN Er JBK 0 I CHECKED BY. WKF s•1 REVISIONS DATE ATE.I DESCRIPTION IYlIl L 7 .28.99IPRELIM CD "SIJBK 3.17.99IFI NAL CD SI JBK 3 -14 -99 STRUCTURAL' JBK I I SITE NUMBER SE- 6114 -A PA EDIZ HOOK 850 EDIZ HOOK ROAD PORT ANGELES, WA. SECTION "B" NOT USED 8 NOT USED 7 NOT USED 4 (2) 1/2" DIAM. GALVANIZED A3b7 MACHINE BOLTS 1 1/2" FB PER SECTION "C" ADDED ANGLE PER ELEVATION SECTION 3 24 1 1 l x 17 SCALE. 1/2"=1 =1 —0' TYPICAL (4) PLACES 3/16 SECTION "E" r r A307 MACHINE 1 GALVANIZED 7 MACHINE INE BOLTS 1 1/ 1 f-1 1/2" ADDED ANGLES PER ELEVATION 4" DIN UBLE EXTRA STRONG PIPE ■/LSXSX5 WELDED FULL LENGTH OF SPLIT PIP ADDED PIPE TO FIT SNUG TD EXISTING TOWER LEG PIPE CONNECTION AND PLATE SECTION "C" 1/2" DIAM A307 MACHINE BOLTS 24" o.c. 6• FROM ANGLE ENDS INSTALL r/ 45" BEVELED WASHERS IJ 1 I I I 4 SECTION 24 11�x17�SCALE. 3/4 =1 —0" ADDED ANGLE PER ELEVATION EXISTING DIAGONAL REPLACE EXISTING SPACER PLATE w /FB MATCHING EXISTING DI ATE THICKNES BY 2" WIDE ELEVATION 2 24 11�'x17 I SCA SCALE. 1/2"=1 —0" EXISTING TOWER LEG DIAGONAL BRACING I■ 5" DIAM DOUBLE EXTRA STRONG PIPE a L4X4X1 /2 WELDED FULL LENGTH OF LIT PIPE. ADDED PIPE TO Fir SNUG TD EXISTING TOWER LEG PIPE FB 3/8"X3X3 SECTION "D" (3) 5/8" DIAM. GALVANIZED d A307 MACHINE BOLTS 1 1/R' 3 "1 1/2" I I P ELEVATION SECTION "A" (TYPICAL (4) PLACES 1/2 DIAM A307 MACHINE BOLTS 6? 24" o.c. 8; B" FROM ANGLE ENDS DOUBLE NUT TYPICAL SECTION 5 24 x36" SCALE. 1 1/2 =1 —0' 11 "x1 7" SCALE. 3/4 =1 —0 P DINA�N ADDED 7/4" PLATE FIELD VERIFY AND MATCH MISTING GUSSET PLATE AND BOLTS ELEVATION 24 "x46' SCALE. 1 1/2 =1 —0" 1 1 x17 SCALE: 3/4 =1 —0" 0 co rn J J W 2 0 m 2 I- 0_ O z Q CL Q 0_ W w D! 0 W. Knox Fitzpatrick III, Architect Associates Wood Creek Bueiness Park 12810 N.E 178th Street Suite 230 Woodlnvilla, WA 98072 ph: (425) 415 -0746 fmc (425) 415 -0799 DATE: 7 -28 -99 DRAWN BY JBK CHECKED BY WKF REVISIONS DATE DESCRIP110N 198111. 7.28.99IPRELINA CD'SI JBK 3.17.99IFINAL CD SI JBK 11- 99ISTR VCTU BALI JBK SITE NUMBER SE- 6114 -A PA EDIZ HOOK 850 EDIZ HOOK ROAD PORT ANGELES, WA. s-2 TECHNICAL Permit 5 Address S50 Ed z 1 o Project description de S cam uv l Ca-pa Ven Uh La`t'et:r Date the permit was finaied 6118 Number of technical pages i 2:7