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Permit MI2000-243 - METRICOM INC - COMMUNICATIONS FACILITY
pity of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING A T THEIR OWN RISK, Parcel No: 734920-0345 Permit No: MI2000 -243 Address: 13134 44 AV S St: 01 Status: ISSUED .quite No: Issued: 11/07/2000 Location: Expires: 05/0e /2001 Category: NSFR Type: MISt:PERM Zoning: C /LI Const Type: N/A Occupancy: EOUIPMENT Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: TUKWILA Wetlands: 0 Slopes: 0 Streams: Contractor License No: MCC * *'k *003PL OCCUPANT METRICOM INC Phone: 13130 44 AV S, TUKWILA, WA 98168 OWNER US WEST NEW VECTOR GROUP INC Phone: (206)450 -8105 ATM PROPERTY MGMT, PO BOX 91211 MS 581, BELLEVUE WA 98009 CONTACT RICHARD CAROOZA Phone: 206 -794 -7 510 17515 NE 67 COURT, REDMOND, WA 98052 CONTRACTOR M C C Phone: 42S- 922 -8519 11626 NE 73 ST, KIRKLAND, WA 98033 •****• k'* k*** bA1* k* kh**•k 4k **k**kkhk **kk*k *kk*k4*kkkh•kk k*AA **AkAkk ** *4khk- kk * *k ***kk* Permit Description: CONSTRUCT A WIRELESS COMMUNICATIONS FACILITY CONSISTING Of: SIXTEEN (16) PANEL ANTENNAS MOUNTED ON AN EXISTING MONOPOLE ANDONE ELECTRONIC EOUIPMENT CABINET LOCATED AT THE BASE OF THE STRUCTURE. * kAkk** kkk k** k• A****k k44::***4(Ak4k* AAA* kkAkkk4A 4 * * *k*kkA *AAkkkk1***kA *kk*** *kA k *k * *Ak**A Construction Valuation: $ 24,000,00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N 'Fire Loop Hydrant: N No: S1te(1n) : .00 Flood Control Zone; N • Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Lan'dsc'ape Irrigation: N Moving Oversized Load: N Start Tine: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: Public: * .A A '4 * ** k* k it * '* '4 * '4 4 '* '4 k 4 •4 4 4 4 '4 '4 'k '4 •4 k 'A A k 4* 4 4* ti 'k 4 A A '4 4. 'A k 4 k 4 A 4 A A 4 k 4 4 '4 k 4 A A •k k A 4 '4 * 4 A 4 'A A 'k ** k 4 '4 4 4 4 TOTAL DEVELOPMENT PERMIT FEES: iL 560.96 *'kA4**44*'k* *4 *'*AA *k4 *4. 444444' k44 44Ak44AA44AAA44A44kA Awk4A A444AAAAA4AA4kk*Ak*4 *..*kkAA4A4 Date : �� .Lam oo Permit Center Authorized Signature: I hereby certify that I have read and examined is permit and know the $ame to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The _ranting of this permit dues not presume to give authority to violate or cancel the provision of any other, stage or local laws regulating construction or the performance of work, I ani authorized to sign for and obtain this development permit. Signature: Date. //-/r-erd Print Name: /41(..0v..... !V0/0,34) This permit shall become null and void if the work is not commenced within 1130 days from the date of issuance, or if the work is suspended or abandoned for a period of 1130 days from the last inspection. tidress: 13134 44 AV S St: 01 Suite•.. Tenant: Type: MISCPERM Parcel it: 7349200345 CITY OF TUKWILA Permit No: M12000 -243 Status: ISSUED Applied: 10/04/2000 Issued: 11/07/2000 Ali ck AA* *k•AAk***** * *•A *•k *AAAAA * *AkAAA .kkAAA444kA*k4AA * kk* **4-AAAAA* * *k*AkkA** * *k Prermit Conditions: 1. No changes w i l l be made to the plans unless approved by the Engineer and the Tukwila Building Division. All construction to be:adone `'fr conformance: with approved plans and requ i refine i s , cif the Uniform Building Code (1997 Edition) as amendvd, Uniform Mechanical Code= (1997 Edition), and Washington ; 5tatc , Energy Code (1997 Ed i t i on) .' Validity of,Permit.., The iSsUence af:,a ptrrnU or approval of plans, speCificaticrns and computations sha1l<4nbt be con = - strued to,- be a p_erhr t: f.or�, °` or an apprcive 1 of, any .vi o'lat,i an. of any i f; the, .provfi s ions of . the .building code or. of any other ,,ordinance ; of the 1 ur l sd l et i on . No permit wesum i ng givo,tuthority to.;,violate',or cancel the provisians'`of th code', ' sha 11 „be va�_l i (1, , E1 c ri co r perrni is shell be Obtained through the Washington Sta / U1'vision of Labor and;Irrdustricrs and all electrical work wf 1 l:.,be Inspected by tht agency (248-6630). . A11,,4permlts, :1nspection'records, ;And: a'Oproved plans: shall,b avililablc at the job site `,prior,, to the shirt of any vcin- st'ruct Ion. These ducuinanta ` arc to ,be'maintained and avail. ab;1`a& unti 1 final Inspection approve' is granted. Th ,I,Oxi t-Ing chain link fence shelf be made sight obscuring, by nsert`ing''privacy slats y that are painted the same oolor es''t,he eAIsting building. 1'he height' of the equipment she. 11 no ;lie ti igher 'than the ox l st i ng Pence. I hereby oor•t i ry that, 1 have read these conditions and w 1 t is cornp'l,y with tharn,`q��`, ouLllned,' . All provisions of law and ,ordinances g•o,verning this work w'I`.11 be comp I l tid with, whether pec I1 ied herein or not, The grant:ingro th1,- $4,rp'errnit;,does not presuma to g1ve 7 uthorslty to vioiet;e or can°odl,, the' p,rovisidns• of, ,rly: other work ors lac l''1'aws regulating consLt}+Gt1on or the pQrfurmance of work. Signature: irtt Name: t_ to „w aw we.,w w. wY'A Tw r M— Tw'W4Y- K ig CITY OF TU. . vNI LA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number. MI wc&zq3 Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: Metriconv Inc. at Allentown / Tukwila Val` C c8'6 'c to ol Site Address : City State/Zip: 3130 44th Ave S Tukwila WA 98168 Tax Parcel Number: 734920 0345 Property Owner: Seattle SMSA Limited Partnership Phone: ( ) 206 246 -855 Street Address: 13130 44th Ave S Tukwila, City State/Zip: WA 98168 Fax #: ( ) Contractor: mn a nAtermined Phone: ( ) 0 Sewer Street Address: City State/Zip: Fax #: ( ) Architect: Tetra Tech/ KCM Inc Phone: ( ) 206 443 -5300 Street Address: 1917 First Ave. Seattle, City State/Zip: WA 98101 Fax #: ( ) 206 443-5372 Engineer: Tom Collins, (Tetra Tech,/ KCM) Phone: ( ) 206 443 -5300 Street Address: 1917 Firat Ave. Seattle, , State/Zip: A 98101 Whalen & Company Fax #: ( ) 206 Phone: ( 20 6) 443-5372 794-7510 Contact Person: Richard Cardoza Metricom Inc c/o Street Address: 17515 NE 67th Court Redmond, City State/Zip: WA 98052 Fax #: ( 425 602 -1273 MISCELLANEOUS PERMIT REVIEW AND APPROVAL RE + UESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done (please be specific): Construct a wireless communications facility consisting of sixteen panel antennas mounted on an existing monopole and one electronic equipment cabinet located at the base of the structure. Will there be storage of flammable/combustible hazardous material in the building? ❑ yes alk no Attach list of materials and scorn e location on se crate 6 1/2 X 11 a er lndicatin uantlties & Material Safht Data Sheets (J Above Ground Tanks ntennas/Satellite Dishes Bulkhead/Docks Commercial Roroof ❑ Demolition ❑ Fence ❑ Manufactured Housln4 Replacement only ❑ Parkin. Lots ❑ Retaining Walls ❑ Tam )orar/ Faclllties (., True Cutting Chennellzatlon/Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Motor /Exempt # ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous APPLICANT RE VEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS ■ Curl) cut/Access/Sidewalk ® Fire Loop/Hydrant (main to vault)#: Size(s): ❑ and Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft,gradIng/clearIng ❑ Sanitary Side Sewer it: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Sizu(s): 0 Deduct 0 Water Only Slags): Sizu(s): Est, quantify: gal Moving Oversized Load/Hauling Schedule: MONTHLY SERVICE BILLINGS TO: Name: Phone: Address: City / State/Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT/REFUND BALING: Name: Phone: Address: City /Sta dip: Value of Construction • In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review • Applications for which no permit is issued within 1 80 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 9/9/99 aniscpeu.doc Alt. MISCELLANEOUS MIT APPLICATIONS MUSI BE SUBM D WITH THE FOILOWIN : , > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED > ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ❑ Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H•4, "Affidavit in Lieu of Contractor Registration ". Ifiilldl4i Ownei /Authorized Agent 1f tlw applicant Is other tllen the owner, registered architect/engineer, or contractor lled'nrdd by the State 0! Washington, a notarized letter from the property owner authorizing the agent to submit this ormlt`appllcatlon and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT 1HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY 8Y THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. IUI L • • •, __,-„ 'rr _fir--, AG Tt St1RM11 APPI I( Al ION AND RI QUIRE!) ( lit( KI ISIS I R Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 PERMIT RFVIFW Submit checklist No: M -9 ca X Antennas /Satellite Dishes Submit checklist No: M -1 ❑ Bulkhead /Dock Submit checklist No: M -10 ❑ Commercial Reroof Submit Checklist No: M -6 O Demolition Submit checklist No: M -3 ❑ ,F tiles - Over 6 feet in Height Submit checklist No: M -9 ❑ Land Altering/Grading/Preloads , Submit checklist No M -2 ❑ Miscellaneous Public Works Permits Submit checklist No: H -9 ❑ Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M -5 ❑ Moving Oversized Load /Hauling ' °'. ,•. Submit checklist No: M -5 Parking Lots •'' Submit checklist No: M4 ❑ •Retaining Walls • Over.4 feet in height Submit checklist No: ❑ Temporary Facilities Submit checklist No: ❑ Tree Cutting Submit checklist No: M -2 ❑ Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H•4, "Affidavit in Lieu of Contractor Registration ". Ifiilldl4i Ownei /Authorized Agent 1f tlw applicant Is other tllen the owner, registered architect/engineer, or contractor lled'nrdd by the State 0! Washington, a notarized letter from the property owner authorizing the agent to submit this ormlt`appllcatlon and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT 1HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY 8Y THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. IUI L • • •, __,-„ 'rr _fir--, AG Tt _..... Signal ,� ■l;II� �—'o/ Dale: October 3 2000 Print nam ij clusLC r oza Metricom "Tnc. Phono: ( 20d 794-7510 Fax N' (425 ) 602 -1273 Address: 17515 NE 6? h,_Couj : City /Slat I . Re rno di WA 98052 O 9/9/99 adupau.doc S4-'....ki`: '" ""'''w V`'i' ,. ,y* • °t: +i".: +., M1r.. �%:,�er" j :"?�SY! .t,,4' , .."'•' + * ** * * ** ********************* * **i***k *k *k * ********* *** * * **** *kkk* CITY OF< TUKWILA. WA ThANSMIT * * * * * * * *** * *k* * * * * ** *k* * * * * * ** *kkk **** *kkk *kkk * * * *** ** * * ** TRANSMIT,, Number: 89800386 . Amount: 341.75 11/07/00 16 :39 Payment, Method: CHECK Nit• i►t i on : WHAL `N & COMPANY i n i t : BLH Permit No: M12000-243' Type: • MISCPERM MISCELLANEOUS- PERMIT Parcel No: 734920 -0345 Site Address: 13134 44 AV S St: 01 • F'1: Un: Tote1 Fees: 560.96 This Payment 341.75 Total 1 ALL. Rots: '560.96 Balance: M.00 ** * * ** * **** * **k** ** kkk * * * * * *k* kkk **kk *kk ***** *kk *k * ** ** * * ** ** Aeoount Code Description Amount 000/322.100 GLJILDXNG w RES 337.25 000/386.904 STA i`E: BUILD /NG SURCHARGE 4.50 • 11t.1M- -*/MAN MMN •--*4 R. 1414 . .*4N M 4.... 11 u-.1 `.". s r M ..... u I4 •..114.M. ......... * ** * * * **4. * * * ** * * * * ** * * * * * * * * * * * * * * * * ** * * * * * * * ** 1L11V yOV3 TUKWIL'A. WA ( (y. y °y ,.9 j y_ RANSMIT * * * ** 1{ ** ** 7f * * * * * * ** ** ii * * * ** ** * 7f 7f ** ** * ** * * * * * ** T * ** *** 1 RANSMX T NUmber: 89800369 Amount: 219.21 10/04/00 16:48 Payrehtl Method: CHECK Nbt.$+ti on: RICHARD CARLIULA Ini t: TL8 Y Y Y .I aisfli YF ♦ M N ii Ii M Y Ui YY Y Y N V t ji+sl..HasH Isrr -w... ►r 'Permit No MI2000 -243' typo: MTSCPE:RM f13SClaaANEOLIS PERMIT Parcel No: ` 734920.0345 Site Address: 13134 44 AV S St: 01 Flt tin: Top 1 Fees: : • 560.96 ctymnnt 249.21 • Total ALL Pmt:: • 219.21 Balance: 341.75 * ** * # * * * * * * * * * * * * * * * * * * * ** *fir * * * * * *** * * * * * * ** *irk * * * * * ** * * * * * ** Account Code ' bnour l pti I can • 000 /3151.830 PLAN CHECK - Rf 5 Amount 219.21 M Ya i . /� Ir N M M M W y Y 1. M M I+ M M fl M Y M M n Y M Y M In M M W M Y ♦. rnL24050-zq3 0/06 9710 'ft TAI, 219 «2 INSPECIION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (*""N\ INSPECTION RECORto - Retain a copy with permit titigood--2g 3 KRMIT NO. Project: • ' at 061 Type o rtspectIon: el , Dat'TP"'="""----- '-00 Address: VI Alio Stoecial Instructions: Date wanted: 660 Requester: rt,., .1 , mtge. P"11/42.5)q22- est (7---- pproved per applicable codes. Corrections required prior to approval, [Inspector. Date: EJ $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reins ection. Receipt No; Date: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 0 INSPECTION RECOIL Retain a copy with permit PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: i tY I # Tg 7 of inspection: A. re s• At L' .rTd Date called: 2 • • - 00 1426./6/ 0 Special instructions: Date want : nt ' .. A Phone: ) qa/V... 5/ 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: i tY I # . I 4 4 1426./6/ 0 IIIIIMPHINMENI f f ## Inspector. `...i.9� `..4 Date: i tY I # 0 R47.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reins action. Receipt No: Date: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT N©. (206)431.3670 Project: ,t GtM•�l ... Type of Inspection: < lam "`_ Address: _t 313�L Lift atAe Date called; I L. "�i Special instructions: date wanted: 1 2 o 2, 6_ uV a,m. .m. Requester: M i 1 L. nek 2, , 122 g st proved per applicable codes, COMMENTS: Corrections required prior to approval. tnspe o : ' Date: ? 0,- 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid . at 6300 Southcenter Blvd,/ Suite 100. CaII to schedule reins action. Receipt No: Date: EXPIRES 1118/ too 1' AMERICAN TOWER CORP. 1 Analysis of 120 -Foot Airtouch Monopole Riverton Site, Tukwila, WA For Metricom Antennas Analysis of 120 -Foot Airtouch Monopole Riverton Site, Tukwila, WA For Metricom Antennas comerg"' pow ONTO Analysis Report TEC Protect No. 00086.89 April 2000 ENJPINEERING CONSULTANTS, INC. LOcO- 2M 3 EC 1 c _)wr: f ENGINEERING CONSULTANTS, INC. 11065 Fifth Aim. NS, Suite A Seattle, WA 98125 -8100 208.368.9150 FAX 206.366.0858 www.tower ,engineering.com April 21 , 2000 Mr. Brandon Belgin American Tower Corporation 8802 South 220"" Street Kent, WA 98032 Re: Structural analysis of the 120 -foot USWest Airtouch monopole located at the Riverton site, King County, WA for the addition of proposed Larsen antennas, Dear Brandon: Tower Engineering Consultants, Inc. has completed the analysis for the 120 -foot monopole located at the Riverton site, King County, WA. The monopole Is a 120 -foot, tapered, 12 -sided pole, constructed of three steel sections, The pole diameter at the base is 36.3- Inches, and the diameter at the top is 14.7 - Inches. Refer to the monopole elevation sketch on Enc1-1 for more information. The monopole was designed by Alpha Tower Design, Inc. in 1992. This analysis was performed per your April 14, 2000 request for a structural analysis of the monopole. The request was to investigate the feasibility of adding sixteen (18) Larsen ISM antennas at the 96 -foot level in addition to the following existing antennas: ' 1, Airtouch — Three (3) Allgon 7130.16 antennas and mounts at the 115 -foot level 2. Alrtouch — Eight (8) Allgon 7130.18.33.00 antennas and mounts at the 70 -toot level The monopole has been evaluated for the following load combinations: 1 Existing Alrtouch antenna configuration 2. Existing Airtouch antenna configuration plus proposed Metricom antennas The Airtouch antenna information was based on the April 20, 2000 phone conversation with Brandon Beigin of American Tower Corporation. Refer to the antenna loading sheet on Enc1-2 for more information on the antennas. AU design information for the analysis, including the monopole geometry, member sizes, material strength, foundation and soil data were provided by American Tower Corporation. Refer to the monopole elevation sketch on Enc1-1 and to the pole wind loading sheet on Enc1-4 for more information. Letter to Brandon Belgin -- Ar+prican Tower Corp., Riverton Monopole April 21, 2000 Page 2 MONOPOLE ANALYSIS RESULTS A computer analysis of the monopole was performed to assess its structural performance under the current design standard, ANSI/TIA/EIA 222 -F. All antenna and member wind toads were per the ANSI/TIA/EIA 222 -F recommendations. Allowable member stresses were also per the ANSI/TIA/EIA 222 -F, which in tum references AISC "Manual of Steel Construction, Allowable Stress Design, 9th edition ". ANSUTIA/EIA 222 -F and AISC allow a 33% increase in allowable stress for wind loading on towers less than 700 feet tall. The wind speed used for the original design of this monopole was 90 -mph with % -inch radial ice. The design wind speed used for this analysis was 90 -mph without ice and 78 -mph with Y-Inch radial ice. This design wind speed is 10 mph above the ANSI/TIA /EIA 222 -F recommended wind Toad criteria for King County, WA. We assumed that no additional cable ports will be added to the outside of the monopole. We recommend that the monopole be evaluated for its structural adequacy if Metricom requires additional cable ports to be installed on the monopole. The monopole was divided into 24 member increments and analyzed using the STAAD computer analysis program. Please review the following table for a summary of the monopole stresses. Associated with each Toad combination is the maximum member stress percentage as well as Its location on the monopole. The member stress percentage Is the ratio of the member stress to Its allowable stress expressed as a percentage. The section numbers and member numbers in the table below refer to those In the STAAD computer model. Please refer to the attached monopole geometry sketch on Enc1-1 for further information. The following table summarizes the results of the 90 mph wind, no Ice load case TABLE 1, 90 -mph Wind Loading Condition MAXIMUM STRESS SUMMARY TABLE LOAD COMBINATION SECTION NUMBER MEMBER NUMBER MAXIMUM % 1. Existing Antenna Configuration 1 1 74.9 2. Existing + Proposed Antenna Configuration 1 1 92.3 Please refer to the stress summaries on EncI•5 and to the stress calculation sheets on Enc1-7 to Enc1.20 for more information. ig Letter to Brandon Belgin — Arrdrican Tower Corp., Riverton Monopole April 21, 2000 Page 3 The following table summarizes the results of the 78mph wind % -inch ice load case TABLE 1, 78 -mph Wind, 1/2-inch Ice Loading Condition MAXIMUM STRESS SUMMARY TABLE LOAD COMBINATION SECTION NUMBER MEMBER NUMBER MAXIMUM % 1. Existing Antenna Configuration 1 1 64.8 2. Existing + Proposed Antenna Configuration 1 1 82.1 Please refer to the stress summaries on Enc1-6 and to the stress calculation sheets on Enc1-7 to Enc1-20 for more information. In conclusion, under extreme wind and Ice loading the maximum stresses in each section of the monopole will be Tess than the allowable stress specified by ANSI/TIA/EIA 222 -F. FOUNDATION ANALYSIS RESULTS A structural review of the monopole foundation system was performed per the Alpha Tower Design, Inc. foundation design information provided to us. The maximum monopole base reactions with the addition of the proposed sixteen (18) Larsen ISM antennas are still less than the maximum base overturning moment, shear and axial force values listed on the foundation design analysis. Our analysis indicates that the foundation system and the anchor bolts are adequate to resist the additional loads Imposed by the proposed antennas. CONCLUSION We have determined that the proposed Larsen ISM antennas can be safely Installed at the 95 -foot level, along with the existing antenna configuration, on the USWest Airtouch 120 -foot monopole at the Riverton site In King County, WA. All member stresses and foundation loads are within the allowable limits. As noted above, we recommend that the monopole be evaluated for its strength if Metricom is planning to add any additional cable ports to the monopole. The analysis was done based on the Information provided to us by American Tower Corporation, including the monopole and foundation design calculations by Alpha Tower Design, Inc. and soil investigation findings by Rittenhouse -Zeman & Associates, Inc. The analysis was also done based on the assumption that there are no damaged or deteriorated structural components In the monopole. We have enjoyed working with you on this project. If you have any additional questions, comments, or concerns please feel free to call. Sincerely, ae(441- Madison J. Batt, P.E. President End: monopole geometry sketch, antenna Toad sheets, pole wind load, stress summaries, stress calculations JVQQB6.Wv eportsU.etter to Brandon Belgin — American Tower Corp., Riverton Monopole.doc 1 I t 11065 • Sth Ave NE, Suite A Seittle. WA 90125.6100 (206)366.9150 Fax (206) 366.01150 Project 11.1 v t- ,c-//v -i w v ruc..c,. Client AMEN_ rC.4A/ T01' Lti G° PA , Project No. 0006 6-, e /-tsws Date, 6'1 / 2. I Page of 1 MoNoPc2U' C-EVAT/LA) IZ S /De,D M .- . 65--k-sc creel rr• l °d A1(2ToucN Ex u-riNG (3) AN7 /JN,�s c i e -,n,4 M o(4,1, rs L%L G v, = 11.54'1,0 120 0.. u ME7i+t le oM p2 a p° $� j (I6 L,4 Rs(A TS n , NT/',�NAs SIDS 14 Q.M..if4- 61IM'r s.. . . "t/ - q5 =o " 1. IQ n 0 A u Toc4 // 'E 1 S 1 `I ,v/ - ( 4'v Tb- /u/t/45 1e I4 S I D('•APli Mouti75 11or.©r1 ly q 1...)-0,1 T� 120' Monopole, Riverton Existing & Proposed Antennas No Ice Wind Directi. EIA 222 F MPH= 90 Date: 4/21/00 Tot. Hght. 120 ft. LOADS (pounds) 1 Force Force Description Az MW Typ Cable Loc. CaAa (ft2) Joint Ant. Wt. X -Dir Y -Dir 70 8 Existing Airtouch Antennas 0 Imo inside pole M. 79.1 nina MI 280 560 3436 550 0 0 70 Mount Arms 0 11111111111 95 16 Proposed Larsen ISM Ant's 0n inside polo UM 33.0 20 NUM 1564 0 95 115 Mount Arms 3 Existing Airtouch Antennas Mount Arms 0 0 0 ilinumemimen rim inside • • le NM IMIIIIIIIIIIIIIIIIIIIIMMIIIIIIIIIIIIMFEIIIIIgll 17.0 20 1092 806 0 14.1 RIM 53 706 0 280 105 0 120' Monopole, Riverton :e Existing & Proposed Antennas With Ice Wind Olt in 0 EIA 222 Fr MPH= 78 ANTENNA AND CABLE INFORMATION Date: 4/21/00 Tot. Hght 120 ft. LOADS (pounds) Force Force Eiev (ft Description Az Typ Cable Loc. - CaAa (ft2) Joint Ant, Wt. - X.Dir Y -Dir 70 8 Existing Airttouch Antennas 0 0 inside pole 0 102,8 15 420 3355 0 70 Mount Arms 0 MI 0 0 16.4 15 840 0 95 18 Pro . • sed Larsen ISM Ant's 0 Ea 0 inside • • le 0 42.9 20 338 0 95 Mount Arms 0 NEN 0 0 0 20 1838 787 0 115 3 Existing Airtouch Antennas 0 EN 0 inside . • le 0 18,3 24 79 889 0 115 Mount Arms 0 1121111 0 0 4.3 24 420 181 0 ENCL -3 1 Metricom - Airtouch Monopole, Riverton, WA 12-Sided Polygon,120•Foot Monopole (Fyn 36 ksl) Wind w/o Ice: Wind w/ ice: 90.000 78.000 Member Height Outside Thickness Dia. Avg. Area 1 OD Ave ID Ave Wind Area Kt Wind Force Wind Force Diameter Ave. w/o ice 90 mph 78 mph wl Ice (1t).-- On) (In n) in2 (1n4) (In (In) 52 (kips (kips) 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0,313 0.313 30 0.313 36 0.313 1 0 36.300 6 35.400 2 5 35.400 10 34.600 3 10 34,500 16 33.800 4 15 33,600 20 32.700 S 20 32.700 25 31.800 0 25 31.800 30 30.900 35.64 35.82 6773.36 35.85 34.64 34.91 5345,73 34.95 33.74 34.00 4939.78 34.05 35.22 34.32 33.42 14.04 1.000 0.539 i4.58 1.000 0.528 14.10 1.000 0,612 32.84 33.10 4554,88 33.15 32.52 13.81 1.000 0.499 31.94 32,19 4100.53 32.25 31.82 1.000 0.485 31.04 31.28 3848.14 31,36 30,72 1.000 0,471 30.14 30.37 3521.18 30,45 20,82. 1,000 0.458 20.24 29.47 3215.03 20.55 28.02 12.31 1.037 0,481 28,37 25.87 2838.82 28.65 28.00 1.075 0.483 27.47 24.85 239324 27.78 27,10 11.58 1.110 0.483 28.87 24.04 2180,08 2810 20.20 11.10 1.142 0,481 60 28.000 0.281 25.07 23.23 1053,33 25,05 28,30 10.01 1.172 0.467 13 00 2 ,600 0.28 06 24,800 0.281 24.77 22.41 1764,00 28.06 24,40 10.44 1.200 0,482 0 70 23.700 0,251 23,87 21.00 1070.55 24,16 23.80 10,00 1,227 0,440 23,700 0,281 75 22.600 0.281 22.07 20,78 1300,60 23,20 22,00 0.00 1,252 0.438 18 1 00 21.000 0,281 22.07 10.07 1241.30 22,38 21,70 0:31 1:270 0 420 50 21,000 0.281 86 21,000 0.281 21.17 10,18 1008.80 21.46 20:80 0:04 1,200 0.410 0,320 -117."--Br-11,000 0. 00 20.100 0,28 20,30 10,34 850.00 20.60 20.00 8.60 1.321 0.408 0.322 10,00 10,10 0,10 1,342 0,307 0.313 650.57 10.78 18.25 7.01 1.303 0,384 0.304 30,900 30.000 13.44 8 35 30.000 40 20,100 0 40 45 10 45 _ 60 1 50 29.100 28.200 28.200 27.300 27.300 0.313 0.313 0,281 0.281 0.281 0,281 0.201 88 20,400 0,281 12 8i 20.400 0,281 13.08 12.89 0.416 0.406 0.398 0288 0.378 0,386 0.355 0.338 11,04 0.300 0,300 0,350 14 24,000 0. • 1 0 357 0.353 0.340 0,343, 0.337 0 00 20. 00 95 10.200 20 0 100 21 100 100 10.200 18,300 15. 17.400 0.25 0.25 0, 0.26 0.2 0,20 10.40 10.02 750,22 10.50 14.80 17.00 14.17 000,17 17,80 17,30 T. 22 10 1 .4'. 0, 110 10.000 0.25 10.70 13.44 J 110 10. 0, 0 110 10.000 0,20 10.00 12,72 4 11' 1•.000 0,2; 120 14.700 0.20 14.00 11.99 470.05 10.05 405.28 10,00 330,88 10.10 10.40 7,44 7,00 15,05 0.00 0.31 14.00 1.382 0.371 1.401 0.357 1.420 0.343 1.437 0.320 0.204. 0.284 0.273 0,202 NOTES; 1 n ,049007'(o04404) Wind Forces q:'Gn'C,'A gza.00250'k,•V= krs(V33) "(217) i ;height to midpoint of section Vswind speed (mph) Gho1.09 (TIN6IA 222 F 2.3.4.2) Ce-r1.03 (fINEIA 222 F Tablet for 12,sided polygon) A- projected area of section ENCL -4 No lee Lead Canaan Protect Motricom • Atrtouch Monopole, Riverton, WA Description 12•81ded Polygon,120•Foot Monopole (Fy■ 36 kill LOAD CRITERIA: Vf90 mph, no tae ANTENNAE: Ahtouch 244 lidding Antennas and Mounts 07011,1 + AMouch 14 heisting Antennas and Mounts 0111411! a iUmali LIlG3)timarn IUi amu(L1LJ=IU J =,i'IIIll=tLD1>•,aLT imati'r11aiLIZ e�,_qj 1s meM, 1 1 4 1 1,10 s. T. To o • T. use e 0 , ' r, JF t• ki•. ji , 2 1 >111211ILl____ ; • 1ILi_11: -1MBNI i[' I1 :3111•11E]IIEIF i1 ICI :1X11111:Ef IllINFi!I1I ft 1111111111•11 HENEurommismipm LOAD CRITERIAt ANTENNAS: Vi 90 mph, no lee Ablouth 24 Milne Antennas and Mounts 0 704104 Alrtouoh 14 DWI,* Antennas and Mounts a 11141s1 Matrloom Proposed 4.4 Lorton IBM Antennas s 111 1e . Man e0. MOM, 0 13(: 3lr:• IL9 151t1It111131t.1(13)1111liifiDl1111LItl MEILIM=,1'ICIII____ ____ 11____'1____ 1:11 ' toss 12• t 0, t, . EE I. F111111 1IE .. r e u ,1 0. 130 3 . c• M.1 0.01 1 4», 2 • •. .2 1 .04 m z n 1- Ln lee Load CondlUon Project Metricom • Airtouch Monopole, Riverton, WA Description 12•Sided Polygon,120•Poot Monopole (Fyn 30 kel) LOAD CRITERIA: V•71 mph, lIbUch Ise ANTENNAE: Ahlouch 2,41x1it1ne Antennas and Mounts 0 704.21 • Alitouch 1d Itxlstlno Antennas and Mounts 011141st a 1313]1111LI(.UMII : li (fiDiIILD11111IIILDl1lt5Li =i(LTA)I IILi'Iw) r1(z i =nLD IMILI MILLIl?11 20 T. 3 00 10 01 10400,00 0,0120 3 ,0 201 31 14 + .R, 10 ,10 : , ' 2 . 1 1.6 1024 00 21,00 0, 6 0 2044 6 7 02 40 LOAD CRITERIA: ANTENNAS! 112 Va71 mph,1I2.1noh les Alrlouch 2.4 lxleting Antennas and Mounts 0 704.11 • Mrlouch 14 lxletIng Antennas and Mounts 01114.11 • Metrloom Proposed 44 Lamm IIM Antennas a LV: MILIL1fIEDI1E1:Il6Diiflifl 1100:31111LI >lINE1lG ] =i'ILA1 =IILTIJIIIIILCILIIIILIt.T 1i>• LIIIU 1 • m, 1 10. t1 0 ' ,04 ., ' 0 1 IM 01I aec, tt..mom. 0 1 i�,0, 2 mim. mom.17 0`02 1403.0 ,T, , 1100, mon1, ,10 44 20,00 0. , -, use 2,00 6, 2,00 2,. ,4 31,00 01,10 21,00 —bib• m z n 1n i i • i • i i • • • i .i *iii • • * • i ' S T A A D- 111 • • Revision 23.0 • ' Proprietary Progra of ' ' Research Engineers, Inc. • • Dates APR 21, 2000 • • Ti et 14:12:54 • • Build No. 1007.01.02 • • USER ID: Tower Engineering i i i i *iii • • i • * i i • * i i • • • • * •iii * • • * i •iii • i * i i i i i •iii i 1. STAAD PLANE 120' MONOPOLE FOR AMERICAN TOWER, SEA/ RIVERTON, WA 2. ' EXISTING AND PROPOSED ANTENNAS PROJECT #00065.69 3, • FILE: RIVERTON.STD 4 • 5. • ANALYSIS: 171-DELTA ANALYSIS WITH 3 ITERATIONS 6. • ANALYSIS: V =90 MPH (90 MPH WITH ICE), WIND FORCES IN X- DIRECTION 7. • LOAD COMBINATION 1 • EXISTING ANTENNAS, NO ICE 8. • LOAD COMBINATION 2 • EXISTING ANTENNAS, ICE 9. • LOAD COMBINATION 3 • PROPOSED CHANGES, NO ICE 10. • LOAD COMBINATION 4 - PROPOSED CHANGES, ICE 11. INPUT WIDTH 72 12. UNIT FEET KIP 13. JOINT COORDINATES 14. 1 0. 0. ; 2 0. 5. 15. REPEAT 23 0. 5. 16. MEMBER INCIDENCES 17. 1 1 2 15. 2 2 3 24 19. START USER TABLE 20. TABLE 1 21. UNIT INCHES 22. PIPE 23. MEM1 24. 36.86 35.22 38.82 36.82 25. MEM2 20. 34.95 34.32 34.01 34.01 27. MEM3 28. 34.05 33.42 34.00 34.00 29. MEMO 30. 33.15 32.52 33.10 33.10 31. MEM5 32. 32.26 31.02 32.19 32.19 33. MEM6 34. 31.36 30.72 31.28 31.28 35. MEM7 30. 30.45 20.82 30.37 30.37 37. MEMO 38. 20.65 28.02 20.47 20.47 30. MEMO 40. 28.05 28.09 25.07 26.07 41, MEM10 b • EXISTING AND PROPO ^ED ANTENNAS PROJECT #0 42. 27.75 27.19 24.85 24.85 43: MEM11 44. 26.85 26.29 24.04 24.04 45. MEM12 46. 25.95 25.39 23.23 23.23 47. MEM13 48. 25.05 24.49 22.41 22.41 49. MEM14 50. 24.15 23.59 21.60 21.60 51. MEM 1 5 52. 23.25 22.69 20.78 20.78 53. MEM16 54. 22.35 21.79 19.97 19.97 55. MEM17 58. 21.45 20.89 19.15 10.15 57. MEM18 58. 20.55 20.05 16.34 18.34 59. MEM19 80. 19.65 19.15 15.82 15.82 81. MEM20 82. 18.75 18.28 14.89 14.89 83. MEM21 84. 17.88 17.38 14.17 14.17 88. MEM22 88. 18.95 18.48 13.44 13.44 87. MEM23 88. 18.08 13.88 12.72 12.72 89. MEM24 70. 18.16 14.85 11.90 11.99 71. ENO 72. MEMBER PROPERTY AMERICAN 73. 1 UPTABLE 1 MEM1 74. 2 UPTABLE 1 MEM2 75. 3 UPTABLE 1 MEM3 70. 4 UPTABLE 1 MEM4 77. 5 UPTABLE 1 MEM5 78. O UPTABLE 1 MEMO 79. 7 UPTABLE 1 MEM? 80. 8 UPTABLE 1 MEMO 81. 9 UPTABLE 1 MEMO 82. 10 UPTABLE 1 MEM10 83. 11 UPTABLE 1 MEM11 84. 12 UPTABLE 1 MEM12 85. 13 UPTABLE 1 MEM13 88. 14 UPTABLE 1 MEM14 87. 16 UPTABLE 1 MEM16 88. 10 UPTABLE 1 MEM10 89. 17 UPTABLE 1 MEM17 00. 18 UPTABLE 1 MEM18 01. 10 UPTABLE 1 MEM10 02. 20 UPTABLE 1 MEM20 03. 21 UPTABLE 1 MEM21 04. 22 UPTABLE 1 MEM22 06. 23 UPTABLE 1 MEM23 08. 24 UPTABLE 1 MEM24 07. UNIT KIP INCHES E N C L 8 • EXISTING AND PROP(' -ID ANTENNAS PROJECT #0 ^. 08. CONSTANTS 99. E 29000 ALL 100. UNIT POUND FEET 101. CONSTANTS 102. DENSITY 490 ALL 103. UNIT KIP FEET 104. SUPPORT 105. 1 FIXED 108. LOAD 1 SELF WEIGHT OF EXISTING ANTENNAS + 90 MPH WIND 107. SELF WEIGHT Y .1.1 108. • SELF WEIGHT PLUS EXISTING ANTENNAS ONLY 109. • POLE WIND LOADS FOLLOW. 110, JOINT LOAD 111. 2 FX 0.539 112. 3 FX 0.528 113. 4 FX 0.512 114. 5 FX 0.499 115, 8 FX 0.485 118. 7 FX 0.471 117. 8 FX 0,458 118. 9 FX 0.481 119. 10 FX 0.483 120. 11 FX 0.483 121. 12 FX 0.481 122, 13 FX 0.487 123. 14 FX 0,452 124. 18 FX 0.448 125. 18 FX 0.438 120. 17 FX 0.429 127. 18 FX 0.419 128. 19 FX 0.408 129. 20 FX 0.397 130. 21 FX 0.384 131, 22 FX 0.371 132. 23 FX 0.367 133. 24 FX 0.343 134. 26 FX 0.328 135. • ANTENNA LOADS 118' FOLLOW. 138. • MOUNT ARMS 137. 24 FX 0.188 138. 24 FY .0.280 130. • 3 EXISTING ANTENNAS 140. 24 FX 0.708 141. 24 FY .0.053 142. • ANTENNA LOADS 70' FOLLOW. 143. ' MOUNT ARMS 144. 16 FX 0.650 145. 16 FY .0.500 148. • 8 EXISTING ANTENNAS 147. 15 FX 3.430 148. 15 FY .0.280 140. LOAD 2 SELF WEIGHT + ANTENNAS + 90 MPH WIND + 0.6" ICE. 160. SELF WEIGHT Y .1.3 161. ' EXISTING ANTENNAS ONLY WITH ICI: LOADING 152. ' POLE WIND LOADS FOLLOW. 153. JOINT LOAD ENCL.-9 • ' EXISTING AND PROP(" =ED ANTENNAS PROJECT #0 154. 2 FX 0.41E 155. 3 FX 0.408 156. 4 FX 0.398 157. 5 FX 0.388 158. 6 FX 0.376 159. 7 FX 0,365 160. 8 FX 0.355 161. 9 FX 0.358 182. 10 FX 0.380 163. 11 FX 0.360 184. 12 FX 0.359 165. 13 FX 0.357 188. 14 FX 0.353 187. 15 FX 0.340 168. 16 FX 0.343 189. 17 FX 0.337 170. 18 FX 0.329 171. 19 FX 0.322 172. 20 FX 0.313 173. 21 FX 0.304 174. 22 FX 0.294 175. 23 FX 0.284 176. 24 FX 0.273 177. 25 FX 0.262 178. ' ANTENNA LOADS 115' FOLLOW. 179. ' MOUNT ARMS 180. 24 FX 0.181 181. 24 FY .0.420 182. • 3 EXISTING ANTENNAS 183. 24 FX 0.889 184. 24 FY .0.079 188. ' ANTENNA LOADS 70' FOLLOW. 180. • MOUNT ARMS 187. 15 FX 0.537 188. 15 FY •0.840 189. ' 8 EXISTING ANTENNAS 190. 15 FX 3.365 191. 18 FY .0.420 192. LOAD 3 SELF WEIGHT OF PROPOSED ANTENNAS + 90 MPH WIND 193. SELF WEIGHT Y .1.1 194. ' SELF WEIGHT PLUS EXISTING ANTENNAE ONLY 105. • POLE WIND LOADS FOLLOW, 198. JOINT LOAD 197. 2 FX 0.539 198. 3 FX 0.528 199. 4 FX 0.512 200. 6 FX 0.409 201. 8 FX 0.485 202. 7 FX 0.471 203. 8 FX 0.488 204. 9 FX 0.481 205. 10 FX 0.483 208. 11 FX 0.403 207. 12 FX 0.401 208. 13 FX 0.457 209. 14 FX 0.452 ENCL -10 • EXISTING AND PROPCIAED ANTENNAS PROJECT #0 210. 15 PX 0.44 211. 18 FX 0.43 212. 17 FX 0.429 213. 18 FX 0.419 214. 19 PX 0.408 215. 20 FX 0.397 218. 21 FX 0.384 217. 22 FX 0.371 218, 23 FX 0.357 219. 24 FX 0.343 220. 25 FX 0.328 221. • ANTENNA LOADS 115' FOLLOW. 222. ' MOUNT ARMS 223. 24 FX 0.185 224. 24 FY •0.280 225. • 3 EXISTING ANTENNAS 228. 24 FX 0.706 227. 24 FY -0.053 228. ' ANTENNA LOADS 70' FOLLOW. 229. ' MOUNT ARMS 230. 15 FX 0.650 231. 15 FY =0.580 232. • 8 EXISTING ANTENNAS 233, 15 FX 3.438 234. 15 FY .0.280 236. ' ANTENNA LOADS 05' FOLLOW. 238. • MOUNT ARMS 237. 20 FX 0.806 238. 20 FY -1.092 239. ' 18 PROPOSED LARSEN ISM ANTENNAS 240. 20 FX 1.604 241. 20 FY -0.225 242. LOAD 4 SELF WEIGHT + ANTENNAS + 90 MPH WIND + 0.5' ICE 243. SELF WEIGHT Y .1.3 244. • EXISTING ANTENNAS ONLY WITH ICE LOADING 245. • POLE WIND LOADS FOLLOW, 248. JOINT LOAD 247. 2 FX 0,418 248. 3 FX 0.408 249. 4 FX 0.390 250. 8 FX 0.388 261. 0 FX 0.378 282. 7 FX 0.305 263. 8 FX 0.366 264. 9 FX 0.358 256. 10 FX 0.380 268. 11 FX 0.380 257. 12 FX 0.369 268. 13 PX 0.357 259. 14 FX 0.353 260. 16 FX 0.340 201. 18 FX 0.343 282. 17 FX 0.337 283. 18 FX 0.320 204. 19 FX 0.322 206. 20 FX 0.313 + •• EXISTING AND PROP'--`CD ANTENNAS PROJECT #0 268. 21 FX 0.3C •267. 22 FX 268. 23 FX 0.284 269. 24 FX 0.273 270. 25 FX 0,262 271. • ANTENNA LOADS 115' FOLLOW. 272. • MOUNT ARMS 273. 24 FX 0.161 274. 24 FY -0.420 275. • 3 EXISTING ANTENNAS 276. 24 FX 0.889 277. 24 FY -0.079 278. • ANTENNA LOADS 70' FOLLOW. 279. • MOUNT ARMS 280. 15 FX 0.537 281. 15 FY -0.840 282. • 8 EXISTING ANTENNAS 283. 15 FX 3.355 284, 15 FY -0.420 285. • PROPOSED ANTENNA LOADS 05` FOLLOW. 280. • MOUNT ARMS 287, 20 FX 0,787 288, 20 FY -1.638 289. • 12 EXISTING ANTENNAS 290. 20 FX 1.527 291. 20 FY -0.338 292, UNIT KIP INCHES 293. PDELTA 3 ANALYSIS P R O B L E M S T A T I S T I C S NUMBER OF JOINTS /MEMBER +ELEMENTS /SUPPORTS • 26/ 24/ 1 ORIOINAL /FINAL BAND -WIDTN ■ 1/ 1 TOTAL PRIMARY LOAD CASES • 4, TOTAL DEGREES OF FREEDOM • 72 SIZE OF STIFFNESS MATRIX • 432 DOUBLE PREM. WORDS REQRDIAVAIL. DISK SPACE • 12.04/ 2048.0 MB, EXMEM • 1954.0 MB Processing Eloinont Stiffness Matrix. Pr00000lnp Global Stiffness Matrix, Pr00000lnp Triangular Factorization. Calculating Joint Dloplocomonto. Adjusting Displacements Adjusting Dlspl000monts Adjusting Dlspinoomonto Calculating Mombor Forces. 204. PRINT MEMBER FORCES ALL 14:12:84 14 :12 :58 14:12:86 14:12 :65 14:12:55 14 :12:56 14:12 :55 14:12:65 EXISTING AND PROP( ';D ANTENNAS PROJECT #0 MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- KIP INCH MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 1 1 1 11.45 15.42 0.00 0.00 0.00 12171.80 2 •10.79 -15.42 0.00 0.00 0.00 - 11244.81 2 1 13.91 13.00 0.00 0.00 0.00 10498.86 2 -13.13 •13.00 0.00 0.00 0.00 - 9715,11 3 1 12.77 17.79 0.00 0.00 0.00 15008.71 2 -12.11 •17.79 0.00 0.00 0.00 - 13938.98 4 1 16.88 15.31 0.00 0.00 0,00 13309.34 2 -16.11 -15.31 0.00 0.00 0.00 •12388.23 2 1 2 10.79 '14.89 0.00 0.00 0.00 11244.81 3 -10.15 •14.89 0.00 0.00 0.00 •10347.44 2 2 13.13 12.58 0.00 0.00 0.00 9715.11 3 -12.37 -12.68 0.00 0.00 0.00 - 8955.84 3 2 12.11 17.25 0.00 0.00 0.00 13938.95 3 -11.47 •17.25 0.00 0.00 0.00 - 12897.73 4 2 15,11 14.90 0.00 0.00 0.00 12388,22 3 -14.35 •14.90 0.00 0.00 0,00 •11487.84 3 1 3 10,16 14.30 0.00 0.00 0.00 10347.44 4 -9,53 -14.38 0.00 0.00 0.00 - 9479.24 2 3 12.37 12.18 0.00 0.00 0.00 8955.84 4 -11,83 -12.18 0.00 0.00 0.00 - 8218.01 3 3 11.47 18.73 0.00 0.00 0.00 12897.73 4 -10.84 -18.73 0.00 0.00 0.00 - 11884.85 4 3 14.35 14.49 0.00 0.00 0.00 11487.84 4 •13.81 -14.49 0.00 0.00 0.00 - 10808.00 4 1 4 9.63 13.86 0.00 0.00 0.00 9479.24 5 -8.92 -13.06 0.00 0.00 0.00 - 8639.71 2 4 11.83 11.78 0.00 0.00 0.00 8218.00 5 •10.01 -11.78 0.00 0.00 0.00 - 7501.98 3 4 10.84 18.22 0.00 0.00 0.00 11884.84 5 -10,24 -18.22 0.00 0.00 0.00 - 10899.31 4 4 13.81 14.00 0.00 0.00 0.00 10608.00 5 -12.89 -14.00 0.00 0.00 0.00 - 9748.81 8 1 5 8.92 13.35 0.00 0.00 0.00 8830.71 6 -8.33 -13.35 0.00 0.00 0.00 - 7828.42 2 5 10.91 11.39 0.00 0.00 0.00 7501.94 8 -10.22 •11.39 0.00 0.00 0.00 - 0007.22 3 5 10.24 15.72 0.00 0.00 0.00 10099.30 0 -9.05 -15.72 0.00 0,00 0.00 - 9941.27 4 5 12.89 13.71 0.00 0.00 0,00 9748.52 0 •12.10 •13.71 0.00 0.00 0.00 •8909.21 • EXISTING AND PROP -ThED ANTENNAS PROJECT #0 MEMBER END FORCES STRUCTURE TYPE n PLANE ALL UNITS ARE •• KIP INCH MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM•Y MOM -Z 8 1 6 8,33 12.88 0.00 0.00 0.00 7828.39 7 -7.75 -12.88 0.00 0.00 0.00 - 7044.81 2 6 10.22 11.02 0.00 0.00 0,00 0807.22 7 -9.54 •11.02 0.00 0.00 0.00 - 0133.48 3 8 9.65 15.23 0.00 0.00 0,00 9941.27 7 -9.07 -15.23 0.00 0.00 0.00 - 9010.14 4 0 12.19 13.33 0,00 0.00 0.00 8909.20 7 -11.51 -13.33 0.00 0,00 0,00 - 8089.90 7 1 7 7.75 12.39 0.00 0.00 0.00 7044.80 8 -7.20 -12.39 0.00 0.00 0.00 - 0288.33 2 7 9.54 10.05 0.00 0.00 0.00 0133.50 8 -8.88 -10.05 0.00 0.00 0.00 - 5480.45 3 7 9.07 14.78 0.00 0.00 0.00 9010.12 8 -8.51 -14.78 0.00 0.00 0.00 - 8105.43 4 7 11.51 12.97 0.00 0.00 0.00 8089.88 8 -10.85 -12.97 0.00 0.00 0.00 - 7290.28 1 8 7.20 11.93 0.00 0.00 0.00 8288.34 9 •8.05 -11.93 0.00 0.00 0.00 - 5558.57 2 8 8.88 10.30 0.00 0.00 0.00 5480.48 9 •8.24 -10.30 0.00 0.00 0.00 - 4847.80 3 8 8.51 14.31 0.00 0.00 0.00 8105.30 9 •7,97 -14.31 0.00 0.00 0.00 - 7228.70 4 8 10.85 12.81 0.00 0.00 0.00 7290.24 9 -10.21 -12.81 0.00 0,00 0.00 - 0510.19 0 1 0 8.08 11.48 0.00 0.00 0.00 5558.84 10 -0.10 -11.48 0.00 0.00 0.00 - 4855.78 2 0 8.24 9.04 0.00 0.00 0.00 4047.80 10 -7.08 -0.04 0.00 0.00 0.00 - 4235.08 3 9 7.97 13.84 0.00 0.00 0.00 7228.89 10 •7.50 •13.84 0.00 0.00 0.00 - 8374.38 4 9 10.21 12.28 0.00 0.00 0.00 8610.18 10 •9.00 •12.20 0.00 0.00 0.00 - 5740.93 10 1 10 8.19 11.01 0.00 0.00 0.00 4855.84 11 •5.73 •11.01 0.00 0.00 0.00 - 4180.30 2 10 7.08 0.58 0.00 0.00 0.00 4236.04 11 .7.15 •0.58 0.00 0.00 0.00 - 3044.90 3 10 7.50 13.38 0.00 0.00 0.00 0374.20 11 •7.05 -13.38 0.00 0.00 0.00 •5540.08 4 10 0.08 11,00 0.00 0.00 0.00 6740.02 11 •0.13 •11.09 0.00 0.00 0.00 - 5000.76 11 1 11 8.73 10.56 0.00 0.00 0.00 4180.30 12 -8.30 •10.65 0.00 0.00 0.00 - 3532.32 • EXISTING AND PROP-``ED ANTENNAS PROJECT #0 MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE •- KIP INCH MEMBER LOAD JT AXIAL SHEAR •Y SHEAR •Z TORSION MOM-1' MOM•Z 2 11 7.15 9.22 0.00 0.00 0.00 3645.03 12 -6.63 •9.22 0.00 0.00 0,00 - 3075.23 3 11 7.05 12.92 0.00 0.00 0.00 5548.56 12 -6.61 -12.92 0.00 0.00 0.00 - 4749.79 4 11 9.13 11.54 0.00 0.00 0.00 5009.75 12 -8.81 -11.54 0.00 0,00 0.00 - 4200.08 12 1 12 5.30 10.08 0.00 0.00 0.00 3532.28 13 -4.87 -10.08 0.00 0.00 0.00 - 2911.97 2 12 6.83 8.88 0.00 0.00 0.00 3075.27 13 •6.13 •8.86 0.00 0.00 0.00 - 2527.00 3 12 8.81 12.46 0.00 0.00 0.00 4740.76 13 -8.19 -12.48 0.00 0.00 0.00 - 3978.08 4 12 8.81 11.18 0.00 0.00 0.00 4290.07 13 -8.11 •11,18 0.00 0.00 0.00 - 3591.08 13 1 13 4.87 9.83 0.00 0.00 0.00 2911.99 14 -4.47 -9.03 0.00 0,00 0.00 •2319.13 2 13 8.13 8.51 0.00 0.00 0.00 2526.98 14 •5.05 -8.51 0.00 0.00 0.00 - 2000.31 3 13 8,10 12.00 0.00 0.00 0.00 3078.14 14 -5.78 -12.00 0.00 0.00 0,00 •3233.50 4 13 8.11 10.82 0.00 0.00 0.00 3891.07 14 -7.83 -10.82 0.00 0.00 0.00 •2913.17 14 1 14 4.47 9.17 0.00 0.00 0.00 2319.13 16 -4.07 -0.17 0,00 0.00 0.00 - 1754.08 2 14 6.05 0.10 0.00 0.00 0.00 2000.20 15 -5.10 -8.18 0.00 0.00 0.00 .1405.18 3 14 5.78 11.68 0.00 0.00 0.00 3233.60 18 •6.30 -11.66 0.00 0.00 0.00 - 2810.40 4 14 7.03 10.40 0.00 0.00 0.00 2013.10 15 .7.10 .10.40 0.00 0.00 0.00 - 2250.36 16 1 18 3.23 4.74 0.00 0.00 0.00 1753.08 10 •2.80 -4.74 0.00 0.00 0.00 - 1458.32 2 15 3.03 3.01 0.00 0.00 0.00 1498.16 10 -3.48 •3.01 0.00 0.00 0.00 - 1248.89 3 15 4.65 7.12 0.00 0.00 0.00 2510.62 10 •4.17 -7.12 0,00 0.00 0.00 ,- 2000.20 4 15 6.00 0.22 0,00 0.00 0.00 2250.37 10 -8.40 -0.22 0.00 0.00 0.00 - 1860.40 10 1 10 2.80 4.31 0.00 0.00 0.00 1468,33 17 -2.40 .4.31 0.00 0,00 0.00 - 1180,81 2 10 3.48 3.57 0,00 0.00 0.00 1248.87 17 •3.05 -3.67 0.00 0,00 0.00 •1024.06 ENCL -15 • EXISTING AND PROP' D ANTENNAS PROJECT #0 MEMBER END FORCES STRUCTURE TYPE PLANE ALL UNITS ARE -- KIP INCH MEMBER LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM.Z 3 16 4.17 6.68 0.00 0.00 0.00 2069.44 17 -3.81 -6.68 0.00 0.00 0.00 - 1649.29 4 18 5.46 5.89 0.00 0.00 0.00 1859.46 17 .5.03 .5.89 0.00 0.00 0.00 - 1483.66 17 1 17 18 2 17 18 3 17 18 4 17 18 2,49 3.87 0.00 0.00 0.00 1189,58 -2.14 •3.87 0.00 0.00 0.00 - 947.91 3.05 3,23 0.00 0.00 0.00 1024.09 -2.84 -3.23 0.00 0.00 0.00 - 820.37 3.81 6.25 0,00 0.00 0.00 1649.31 . 3.46 .6.25 0.00 0.00 0.00 - 1258.18 5,03 5.50 0.00 0.00 0.00 1483.87 • 4.82 -5.55 0.00 0.00 0.00 - 1129.38 18 1 18 2.14 3.40 0.00 0.00 0.00 947.78 19 -1.88 •3.46 0.00 0.00 0.00 •732.07 2 18 2.64 2.90 0.00 0.00 0.00 820.47 19 •2.29 -2.90 0.00 0.00 0.00 - 837.49 3 18 3.48 8.83 0.00 0.00 0.00 1258.07 19 -3.16 •5.83 0.00 0.00 0.00 - 889.18 4 18 4.02 8.21 0.00 0.00 0.00 1129.34 19 -4.28 -5.21 0.00 0.00 0.00 - 795.50 19 1 19 1.88 3.08 0.00 0.00 0.00 732.12 20 •1.80 •3,05 0.00 0.00 0.00 • 841.07 2 19 2.29 2.58 0.00 0.00 0.00 037.49 20 •1.98 •2,88 0.00 0.00 0.00 •475.01 3 19 3.18 5.42 0.00 0.00 0.00 089.10 20 •2.08 •5.42 0.00 0,00 0.00 - 547.80 4 10 4.20 4.80 0.00 0.00 0.00 708.03 20 .3.03 .4.00 0.00 0.00 0.00 •482.36 20 1 20 1.50 2.05 0.00 0.00 0.00 541.72 21 •1.20 •2.88 0.00 0.00 0.00 - 378.10 2 20 1.95 2.27 0.00 0.00 0.00 474.92 21 .1.83 •2.27 0.00 0.00 0.00 •332.11 3 20 1,58 2.08 0.00 0.00 0,00 547.81 21 •1,20 .2.05 0.00 0.00 0.00 •380,17 4 20 1.05 2.27 0.00 0.00 0.00 482.48 21 •1.63 .2.27 0.00 0.00 0.00 •337.05 21 1 21 1.20 2.27 0.00 0.00 0.00 376.18 22 1.03 2 21 • . 2.27 •1.00 0.00 0.00 0.00 •331.99 22 .1.32 .1,90 0.00 0.00 0.00 •200.59 3 21 1.20 2.27 0.00 0.00 0.00 380,22 22 •1.03 •2.27 0.00 0.00 0.00 •237.08 ENCL -16 • EXISTING AND PROP'"``ED ANTENNAS PROJECT #0 MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- KIP INCH MEMBER LOAD JT AXIAL SHEAR -Y SHEAR.Z TORSION MOM -Y MOM -Z 4 21 22 1.63 1.98 0.00 0.00 0.00 337.24 -1.32 -1.96 0.00 0.00 0.00 - 211.55 22 1 22 1.03 1.90 23 -0.78 -1.90 2 22 1.32 1.87 23 -1.03 -1.87 3 22 1.03 1.90 23 .0.78 -1.90 4 22 1.32 1.87 23 -1.03 -1.67 23 1 23 0.78 1.54 24 -0.58 -1.84 2 23 1.03 1.39 24 -0.78 -1.39 3 23 0.78 1.54 24 -0.55 -1.54 4 23 1.03 1.39 24 -0.70 -1.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0,00 0,00 0.00 0.00 0,00 0.00 0.00 234.88 - 118.43 208.45 - 103.59 237.12 - 117.84 211.81 - 105.10 118.44 -20.80 103.82 -18.70 117.89 -20.92 105.18 -18.90 24 1 24 0.22 0.33 0.00 0.00 0.00 20.84 26 0.00 -0.33 0.00 0.00 0.00 0.04 2 24 0.28 0.28 0.00 0.00 0.00 18.89 28 0.00 -0.28 0.00 0.00 0.00 0.02 3 24 0.22 0.33 0.00 0.00 0,00 20.05 25 0.00 -0.33 0.00 0.00 0.00 0.08 4 24 0.28 0.28 0.00 0.00 0.00 17.03 25 0.00 -0.28 0.00 0.00 0.00 0.00 ,.$.*.aa"•••• END OP LATEST ANALYSIS RESULT ••'••• :••••a•s 295. PRINT JOINT DISPLACEMENTS ` EXISTING AND PROP` ID ANTENNAS PROJECT #0 JOINT DISPLACEMENT (INCH RADIANS) JOINT LOAD X -TRANS 1 2 3 4 2 3 4 3 1 2 3 4 4 1 2 3 4 5 1 2 3 4 8 1 2 3 4 7 1 2 3 4 8 1 2 3 4 0 1 2 3 4 10 1 2 3 4 11 1 2 3 4 12 1 2 3 4 0.00000 0.00000 0.00000 0.00000 0.13443 0,11598 0.10589 0.14718 0,53022 0.45772 0.85577 0.58225 1.18000 1.02451 1.40972 1.30800 2.09982 1.81499 2,80718 2.31850 3.28898 2.82717 4.08876 3.81909 4.88987 4.05827 8.84804 5.20020 8.35793 5.80453 7.04142 7.07712 8.28727 7.18107 10.34780 0.22774 10.42469 9.03414 13.07702 11.88010 12.83442 11.12804 18.13001 14.40869 18.48317 13.42831 19.51432 17.43527 Y -TRANS 0.00000 0.00000 0.00000 0.00000 • 0.00085 . 0.00080 • 0.00073 • 0.00091 .0.00129 • 0.00157 .0.00144 • 0.00180 - 0.00190 .0.00231 - 0.00214 • 0.00287 - 0.00248 • 0.00303 • 0.00281 • 0.00351 - 0.00305 • 0.00372 • 0.00348 - 0.00433 - 0.00389 • 0.00438 - 0.00409 - 0.00813 • 0.00411 • 0.00502 • 0.00470 - 0.00591 - 0.00400 • 0.00883 - 0.00520 - 0.00068 - 0.00514 • 0.00828 • 0.00503 - 0.00748 • 0.00585 • 0.00093 • 0.00058 • 0.00829 - 0.00813 • 0.00754 - 0.00718 - 0,00807 STRUCTURE TYPE m PLANE Z •TRANS 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 X -ROTAN 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Y -ROTAN 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Z -ROTAN 0.00000 0.00000 0.00000 0.00000 - 0.00438 • 0.00377 • 0.00539 • 0.00479 • 0.00871 • 0.00752 - 0.01080 - 0.00959 • 0.01303 - 0.01128 • 0.01819 - 0.01441 • 0.01731 - 0.01498 - 0.02158 - 0.01922 - 0.02154 - 0.01885 - 0.02893 - 0.02401 - 0.02670 - 0.02227 - 0.03223 - 0.02878 - 0.02977 - 0.02582 - 0.03740 - 0.03348 • 0.03374 - 0.02928 • 0.04280 • 0.03808 • 0.03603 • 0.03302 - 0.04810 • 0.04313 • 0.04213 - 0.03000 - 0.05300 - 0.04801 - 0.04500 - 0.03007 • 0.05877 • 0.05288 ENCL. -18 • EXISTING AND PROP ID ANTENNAS PROJECT #0 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE ta PLANE JOINT LOAD X -TRANS Y -TRANS Z -TRANS X -ROTAN Y -ROTAN 13 1 18.35587 2 15.92444 3 23.19257 4 20.73334 14 1 21.43301 2 18.59831 3 27.15087 4 24.28399 15 1 24.89224 2 21.42900 3 31.38235 4 28.08305 18 1 28.10634 2 24.39375 3 35.70783 4 32.04298 17 1 31.88875 2 27.48207 3 40.43789 4 38,20887 18 1 38.38224 2 30.88492 3 45.28217 4 40.83808 19 1 39.18313 2 33.00808 3 60.25477 4 46.01071 20 1 43.12200 2 37.41440 3 65.30080 4 40.02571 21 1 47.18206 2 40.01017 3 80.83283 4 84.32813 22 1 51.28444 2 44.40552 3 05.95038 4 50,10322 23 1 55,40503 2 48.12430 3 71.33083 4 03.03153 24 1 59.08022 2 61.78378 3 70.75825 4 88.79100 • 0.00680 . 0.00812 • 0.00774 - 0.00984 . 0.00704 - 0,00868 - 0.00831 • 0.01059 • 0.00747 • 0.00922 • 0.00880 - 0.01131 • 0.00778 - 0.00980 • 0.00931 • 0.01190 • 0.00808 • 0.00995 - 0.00973 • 0.01245 . 0.00832 • 0.01028 • 0.01014 - 0.01299 • 0.00868 • 0.01088 • 0.01057 - 0.01357 . 0.00681 • 0.01087 • 0,01008 . 0.01412 - 0.00001 • 0.01112 - 0.01118 • 0.01438 - 0.00919 • 0.01134 . 0.01135 . 0.01400 . 0.00033 • 0.01153 • 0.01150 - 0.01478 - 0.00944 • 0.01188 • 0.01181 • 0.01493 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0,00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0,00000 0.00000 0.00000 0.00000 0.00000 0,00000 0,00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0,00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Z.ROTAN - 0.04958 0.04308 - 0.06362 • 0.05708 - 0.05282 - 0.04588 - 0.00809 - 0.08109 • 0.05583 - 0.04830 - 0.07200 - 0.08486 • 0.05813 - 0.05043 - 0.07502 ▪ 0.00780 - 0.00044 - 0.05242 - 0.07888 • 0.07078 - 0.08268 • 0.05425 • 0.08178 .0.07337 - 0.08408 • 0.06009 - 0.08440 - 0.07560 • 0.08852 - 0.05789 • 0.08883 • 0.07784 • 0.00804 • 0.06003 • 0.08807 - 0.07900 • 0.08822 - 0.00008 • 0.08927 • 0.08006 • 0.07002 • 0.08078 • 0.09007 • 0.08078 • 0.07038 • 0.00111 . 0.00044 • 0.08111 ENCL -19 EXISTING AND PROPr -":0 ANTENNAS PROJECT #0 JOINT DISPLACEMENT (INCH RADIANS) JOINT LOAD X -TRANS Y -TRANS 25 1 83.90606 2 55.45229 3 82.18744 4 73.65988 - 0.00946 - 0.01170 - 0.01163 0.01495 STRUCTURE TYPE = PLANE Z -TRANS 0.00000 0.00000 0.00000 0.00000 X•ROTAN 0.00000 0.00000 0.00000 0.00000 Y -ROTAN 0.00000 0.00000 0.00000 0.00000 Z.ROTAN - 0.07045 - 0.06118 •0.09051 - 0.08116 " *" • "' "'" END OF LATEST ANALYSIS RESULT 298. PRINT SUPPORT REACTIONS ENCL -20 y „sra.,,:.,..t .�r., .:�, �..,. •,'�. ny� � .. :�:.�.Y � : ;. -s:5a s r. , ,r .. ,, � r� . rte` ... . . ��t'' ,.. a '�' . �r: r.�:u'S. y; Wiz•. t�:.�,� ricochet February 17, 2000 O• .r. City of Tukwila AMt1` Cep Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Whalen & Company, Inc. agency Dear Sir or Madam: Please accept this letter as evidence of the appointment of Whalen & Company, Inc, as Metricom's project manager for the construction of our wireless infrastructure in the State of Washington. Pursuant to this, Whalen & Company, Inc, and its representatives are hereby authorized to file building /zoning applications on behalf of Metricom, inc. Should you have any questions, please feel free to call me at (408) 399-8334. Sincerely, Dick Au Vice President, Corporate Operations Mlioco -2M3 Metricom, Inc., 980 University Avenue, Los Gatos, CA 95032, Phone.408.399.8200, Fax.408.354.1024 411 PLAN SLIP ACTIVITY NUMBER MI2000 -243 DATE: 10 -4 -2000 PROJECT NAME: METRIC(�M INC ALLENTOWN SITE ADDRESS: .13130 44 AV S SUITE NO: ,,,X,_original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # ___Revision # _._ After Permit Is Issued DEPARTMENTS: By Wig Division S r P bicW4rks Fire rP evention 144., lo/b-00 Structural Planning Division �o 43 -00 t Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete EJ Complete Comments: DUE DATE: 10- 10.2000 Not Applicable ❑ TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required ElNo further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE -2000 Not Approved (attach comments) ❑ DATE: _COBEECILOA, MIERMUSA ON: Approved ❑ Approved with Conditions L REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: 'nautili Doc YIN • •-• % • • • • •