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HomeMy WebLinkAboutAD1994-0180 - Original - Kent Centennial Limited Partnership - Satellite Microwave Dish at 400 W Gowe Street - 12/30/1994 LICENSE AGREEMENT FOR SATELLITE MICROWAVE DISH AND CABLING THIS LICENSE AGREEMENT is made this _ day of 1994, by and between KENT CENTENNIAL LIMITED PARTNERSHIP, a Washington limited partnership ("Kent Centennial") , and THE CITY OF KENT, a Washington municipal corporation (the "City") . W I T N E S S E T H WHEREAS, Kent Centennial and the City have entered into that certain Lease dated October 25, 1989, (the "Lease") , as Landlord and Tenant, respectively, for the lease of certain Premises described in the Lease, such Premises being within the building commonly known as 400 West Gowe Street, Kent, Washington (the "Building") and upon the Land described in the Lease; and WHEREAS, the City is desirous of obtaining a revocable license for installing and maintaining a satellite microwave dish on the roof of the Building and of installing, providing and maintaining cabling from the satellite dish to adjacent real property and building thereon also leased to the City and commonly known as j 02 West Gowe Street; and Kent Centennial has agreed to grant said revocable license for such installation and maintenance in accordance with the terms and conditions set forth herein; NOW, THEREFORE, in consideration of the mutual promises herein contained and other god and valuable consideration, the receipt of which is hereby acknowledged, the parties agree as follows: A G R E E M E N T S 1. Kent Centennial hereby grants and conveys to the City a revocable license to install and maintain a satellite microwave dish on the roof of the Building (the "Satellite Dish") ; and to install, maintain and provide cabling from the Satellite Dish to adjacent real property and building thereon also leased to the City and commonly known as 302 West Gowe Street (the "Cabling") . The installation of the Satellite Dish and Cabling shall occur in strict accordance with the plans and specifications relating thereto, attached hereto as Exhibit A and incorporated herein by this reference. In addition, the Satellite Dish shall conform to the specifications and recommendations of the information - — ` provided by Sitts & Hill Engineers and attached hereto as Exhibit B, and incorporated herein by this reference, including but not limited to, designing the Satellite Dish and its mounting bracket and connections to withstand a 100 mph wind exposure, and installing a back-up tether, to prevent MUC.030 possible damage caused by the Satellite Dish to other improvements, including the Building cooling tower, located on the roof of the Building. 2. The City shall reimburse Kent Centennial, as one time only expenses, costs of reasonable engineering and attorneys' fees related to installation of the Satellite Dish and related equipment, and establishment of this License Agreement. other than as set forth in the immediately preceding sentence, there shall be no license fee, during the term of this License Agreement, for installation and use of the Satellite Dish and related equipment under this License Agreement. 3. The City shall, at the City's sole cost and expense, install and maintain the Satellite Dish and Cabling in a first class, safe and workmanlike manner, in conformance with sound construction practices, and in accordance with all applicable laws, rules, regulations and conditions of any governmental approvals. The City shall obtain all necessary governmental permits, and approvals, at City expense, for the installation and maintenance, of the Satellite Dish and Cabling prior to undertaking the same. Kent Centennial shall be given at least one week's prior written notice of the installation of the Satellite Dish and the Cabling. 4. . The City shall not damage the Land or the Building or reduce the structural or design integrity of the Building during the exercise of the rights granted herein. The City shall 'indemnify and hold harmless Kent Centennial from any and all damages, costs, liabilities, claims of damage, loss, and costs arising from any actual or alleged injury to any person or from any actual or alleged loss or damage to property caused by, resulting from, or arising out of the rights granted to the City herein, except to the extent such loss is caused by the negligence of Kent Centennial. Should the Land or the Building or any improvements located thereon be damaged or destroyed by the exercise of the rights granted to the City herein, the City shall immediately repair such damage or destruction and restore the Land and the Building to as good a condition as existed immediately prior to said damage or destruction, and shall compensate Kent Centennial for any and all other damages, including, but not limited to, the loss of income or business occurring as a result of such damage or destruction. 5. The City is a member of the Washington Cities Insurance Authority (WCIA) , which is a self-insured pool of municipal corporations in the State of Washington. Evidence of coverage from WCIA is attached hereto as Exhibit C. The City shall maintain this coverage or similar coverage throughout the term of this License Agreement. 6. Kent Centennial reserves the right to use the roof of the Building, the Land and the Building for any and all purposes not inconsistent with the rights granted to the City herein, and 2 _ MA.03o further reserves the right to grant any other license or easement for use of the roof of the Building. 7. This License is for the uses specified herein and for no other use. Nothing herein shall be deemed to be a gift or dedication to the general public or for the general public or for any public use whatsoever. 8. This License may be revoked and terminated at any time by Kent Centennial upon thirty (30) days' prior written notice to the City. Notwithstanding the foregoing, upon the expiration or earlier termination of the Lease this License shall automatically terminate unless otherwise agreed to by the parties, and, in addition, in the event the Satellite Dish ever ceases to be used, all rights granted herein shall immediately terminate without further action of the parties. Upon the termination of this License, the City shall, at the City's sole cost and expense, restore the Building and adjacent property to the condition that existed immediately prior to the installation of the Satellite Dish and Cabling, including, if Kent Centennial so requests, removal of the Satellite Dish and Cabling and repair of any damage occurring to the Building or adjacent property as a result of such removal. 9. In the event either party employs an attorney to enforce or interpret any of the provisions of this License Agreement, the prevailing party shall be entitled to recover its costs and reasonable attorneys' fees in connection with such action. 10. Time is of the essence hereof. The headings contained herein shall not be used to interpret the provisions hereof. This License Agreement shall be construed under and governed by the laws of the State of Washington. Either party's failure to enforce any provision hereof shall not constitute a waiver thereof in any future instance. If any provision hereof is held to be unenforceable, the remaining provisions shall continue in full force and effect. This License Agreement shall not be recorded nor shall it constitute a covenant running with the land or an encumbrance on any real property. DATED as of the day and year first above written. KENT CENTENNIAL LIMITED PARTNERSHIP By CENTENNIAIA VENTURE LIMITED PARTNERS , ' s General tner By oug W. ppenbach Its enera1 Partner 3 - A-M.030 THE OF K By Attest: May of'the -city of Kent A Cl of n o 4 - A-M.WO _ XHIBIT Installation !N STA LLAT!O N Instructions UNSTRUCTION , II-175-092992 2' AND 21/2' DIAMETER MICROWAVE ANTENNAS WITH VERTICAL TILT MOUNT O HORIZONTAL SUPPORT PIPE ASSEMBLY REFLECTOR PAGE 5 V MAST CLAMP----_ PAGE 9 O 6 PLANAR RADOME O (HIGH PERFORMANCE FEED ANTENNAS ONLY) PAGE 12 PAGE 8 \J VERTICAL SUPPORT CHANNEL ASSEMBLY PAGES 5.7 0 AZIMUTH CLAMP—J / v SHROUD SHEAR STOP ELEVATION ASSEMBLY (HIGH PERFORMANCE PAGE 8 PAGES 5-7 ANTENNAS ONLY) PAGES Applicable To: -2'and 21k' Diameter Standard and High Performance Antennas. Features: -Azimuth and elevation adjustments operate Independently of each other. -Elevation adjustment range is +50 to-5 degrees;invert mount for +5 to -50 degrees. -Azimuth fine adjustment range is±5 degrees. -Antenna centerline can be offset right or left without inverting mount. Qopo -Antenna mounts to a 2 3/8"to 41/2"O.D,vertical pipe mast. Wriel electronics I N C O A P O A A T E O P•O•Box 70,Scarborough,Maine 04070 (207)883 5161 FAX(207)883 4469 ZT ' d T00' oN OS: OT b6, 8T NOf TTZS-Z89-80S: GI IJH/14OOH031-G30N1Jf1GU II-175 Page 3 \ Cn u- n N N CN cc ! � i � m °C%4 m p rn m m � Q .0 CD .o N m LL — �O co 1 QCN o O t Qo m LO^ c u G o o Ln (ti C�7 O o Q O Q � v FIGURE 1: Z AND 2W DIAMETER ANTENNA iT ' d TOO* ON ZS: OI b6, 81 Nnf ZIZS-Z89-80S: QI Ild/WOOH031-Q30NUAGH II-175 Page 5 MOUNT ASSEMBLY AND ATTACHMENT 6) The reflector should be carefully placed face down, either on the shroud or blocked up on packing material. 7) Referring to Figure 2 for the correct mount configuration, attach the horizontal pipe assembly as shown in Figure 3 using '/4-20 X 1-'/4 hardware. IMPORTANT: Check to be sure the drain holes in the shroud will be on the bottom of the installed antenna. 8) Verify proper elevation rod assembly as shown in Figure 4. Tighten the two nuts at the reflector end of the elevation rod only, fixing the elevation angle clip as shown. 9) Attach the elevation support angle of the elevation rod assembly to the lower mounting plate of the vertical channel assembly with hardware as shown in Figures 4 and 5. Note proper location for left or right offset and ensure level position. SHROUD ATTACHMENT HARDWARE 1/4-20 NUT WITH SPLIT WASHER AND 1/4-20 X 3/1' HEX BOLT FLAT WASHER WITH FLAT WASHER SHROUD TOP HERE FOR +30/-5' ELEVATION RANGE i ® HORIZONTAL PIPE ASSEMBLY 1/1-20 X 1-1/1' HEX BOLTS WITH HARDWARE AS DETAILED ABOVE, THREE PAIRS RcOUIRED ® � A O 6ID A F TOP HERE FOR +5/-30' ELEVATION RANGE w FIGURE 3: REFLECTOR AND SHROUD ASSEMBLY VT ' d T00* ON ZS: OT b6, 8T Nnf TTZS-Z89-80S: QI Ild/WOOH031-Q30Nd(1Qd • r ' II-175 .Page 7 10) Position vertical channel assembly, including elevation rod assembly, onto horizontal pipe assembly and loosely fasten with 3/8" U-bolts. Fasten elevation support bracket to reflector and shroud flanges with 1/4-20 X 1-1/4" bolts as shown in Figure 4. 11) Slide vertical channel assembly along horizontal pipe assembly to proper offset position and finger tighten U-bolts. Insure proper alignment between elevation rod and reflector centerline . 3/8' U-BOLT (2) _ 5" _I ANTENNA \ WITH FLAT WASHERS, j CENIERLINE \ NUTS 8 PALNUTS 1 O O HORIZONTAL PIPE A Sy I i � VERTICAL CHANNEL ASSY 1 � ELEVATION ROO ASSY 0 0 4AF I iA O a ' ELEVATION ROD ASSY RIGHT OFFSET CONFIGURATION SHOWN Cc SEE FIGURE 4 FOR DETAILS VIEW A-A FIGURE 5: MOUNT ASSEMBLY, RIGHT OFFSET SHOWN ST ' d TOO* ON �S : OT b6, 8T Nnf TTZS-Z89-80S: GI IJH/l40DHD31-G3DNHAGb II-175 Page 9 --� ANTENNA HOISTING AND INSTALLATION 16) Before hoisting antenna, assemble the Yz" galy threaded hardware to the large mast clamps as shown In Figure 8. 17) Attach a hoist strap around the vertical channel member or the horizontal member as shown in Figure 7. Do not hoist by the elevation rod. Make sure that the vertical channel is unobstructed where it will mount against the mast pipe. 18) Attach tag lines and carefully lift the antenna into position, resting the vertical channel on the azimuth adjustment clamp. olo •e I � I , o I { 0 O O O f 0 O FIGURE 7: HOISTING THE ANTENNA 19) Fasten the mount to the mast LARGE MAST CLAMP pipe with the large pre- assembled clamps as shown in PRE-ASSEMBLE Figure 8. The antenna must be 1/2-13 x 7' ROD free to rotate during azimuth _ _ _ TO CLAMP BAR WITH adjustment so tighten the NUTS, SPLIT WASHER, clamps only enough to close the r AND FLAT WASHER gap between the mast and vertical channel. Do not leave antenna loose for any extended period of time, i.e. _ overnight. 1/2' NUT AND LOCK WASHER FIGURE 8: MAST CLAMP ASSEMBLY 9T ' d T00' ON iS: OT b6, 8T Nnf TTZS-Z89-80S: QI I1d/W0DH031-Q33NHAQU 11-175 Page 11 INSPECTION AND MAINTENANCE 29) Before leaving the installation, check that all hardware on the mount, shroud, radome, and feed is tight and that nuts are locked in place. Insure that all hardware is installed properly with required split lockwashers, palnuts, or jam nuts. 30) Inspection of the antenna should be performed at least once a year to check its condition and to ensure safe operation and maintenance. Qualified personnel, knowledgeable and experienced in antenna installations, are required for this inspection. ,SUPPLEMENTAL INFORMATION 31) The following table is provided for installers unfamiliar with adequate nut tightening procedures for use on stainless steel bolts, U-bolts, galvanized bolts or any bolts without the ASTM=A325" marking on the head. Disregard these recommendations when specific tightening requirements are given. Palnut. Nominal Bolt Locknut Torque Size, Inches Nut Tor ue (Where Reg'd) 1 4 50 in-lb 40 in-lb 5/16 102 in-lb 60 in-lb 3 8 15 ft-lb 85 in-lb 7 16 24 ft-lb 15 ft-lb /2 37 ft-lb 16 ft-lb 5/8 74 ft-lb 28 ft-lb 3/4 175 ft-lb 44 ft-lb 7/8 212 ft-lb 51 ft-lb lit318 ft-lb 59 ft-lb NOTE: It is not recommended to re-use a palnut that has already been fully tightened or deformed in any way. It should be replaced by a new palnut. zT ' d ti00' ON VS: OT b6, 8T Nnf ZIZS-Z89-80S: QI IiH/W00H031-Q30NHAGU r - 11-175 Page 13 TABLE 2 PARTS LIST FOR 21/2' ANTENNA MOUNT AND REFLECTOR ASSEMBLY OTY, DESCRIPTION 1 Reflector Assembly 21/2' Diameter 1 Horizontal Support Pipe Assembly 1 Vertical Support Channel Assembly 2 Mast Clamp Kit 2 3/8 - 4 1/2 OD 4 Threaded Rod 1/2-13 x 7" GALV (2 ea 2 Mast Clamp Half 1 ea 4 Flat Washer 1/2" W GALV (2 ea 12 Hex Nut 1/2-13 GALV 6 ea 8 Split Lockwasher 1/2" GALV �4 ea Azimuth Clamp Kit 2 3/8 - 4 1/2 OD 2 Threaded Rod 3/8-16 x 6" GALV 1 Azimuth Clamp Half - Short 1 Azimuth Clamp Half - Long 2 Azimuth Screw Assy 6 Hex Nut 3/8-16 GALV 2 Hex Nut 3/8-16 SS 4 Split Lockwasher 3/8" GALV Elevation Rod Kit 21/2' SS 1 Elevation Rod 1 Elevation Rod Bracket Assy 1 Elevation Support Clip 1 Elevation Mount Clip 1 Elevation Clip 1 Hex Head Bolt 3/8-16 x 1-1/2" GALV 2 Hex Head Bolt 1/2.13 x 1-3/4" GALV 2 Flat Washer 3/8" GALV 3 Flat Washer 1/2" GALV 2 Flat Washer 5/8" GALV 2 Hex Jam Nut 5/8-11 Brass 1 Hex Nut 3/8-16 GALV 2 Hex Nut 1/2-13 SS 4 Hex Nut 5/8-11 GALV 1 Palnut 3/8-16 GALV 2 Palnut 3/8-16 GALV 1 Palnut 5/8-11 GALV Mount Hardware Kit 21/2' 2 U-bolt 3/8-16 GALV 1 Anti-Seize 1 oz Tube 6 Hex Head Bolt 1/4-20 x 1" SS 4 Flat Washer 3/8" GALV 12 Flat Washer 1/4" SS 4 Hex Nut 3/8-16 GALV 6 Hex Nut 1/4-20 SS 4 Palnut 3/8-16 GALV 6 Split Lockwasher 1/4" SS 8T ' d T00' 0N SS: OT b6, 8T Nu TTZS-Z89-80S: QI Ild/WOOHD31-Q30NdAGU 17.7 - 19.7 6 Hz otan d and & High Performance O.E.M. SeriesF "tx4f�� Parabolic Antennas rs�?rje� �} 9J i Facts & Features a, {S �j'ftt Feed input flange UO-596A/U mates with UG-595/U flange. (other types available on request) •• Parabola made of aluminum. " • High Performance model shroud uses microwave absorber to " reduce side and back radiation. • Teflon**planar radome is supplied with High Performance A models, • Horizontal or vertical polarization adjustable. • Rear Insertable feed assembly.(Plane Polarized models only). • All antennas meet or exceed Standards EIA-195-C and EIA-222 D. S • Watertight non-pressurizable feed supplied. (Pressurizable feeds r , optional) • Independent galvanized steel adjustment for+1-5e azimuth and Gabriel 18 GHz High Performance Antenna +50•/-5•or+5e/-W elevation adjustment. Special colors and/or OEM logos available on request. • Radio mount kits optional. Electrical Specifications Frequency Model Diameter *U.S. Low Gain at High Beamwidth XFD ratio VSWR (R.L. GHz Number It (m) Category dBi g degrees d8 dB F. max. dB) Standard-Plane Polarized PE2-180 2 (0,6) B 38.6 39.0 39.5 2.0 28 50 1.26 (19.1)+ 17 7.19 7 PE2.5-180 2.5(0.8) B 40.3 40.8 41.3 1.4 28 52 1.25 (19.1)+ PE4-180 4 (1.2) B 44.5 45,0 45.5 1.1 28 56 1.25 (19.1)+ PEe-180 6 (1.8) B 47.8 48.3 48.8 0.7 28 60 1.25 (19.1)+ High Performance-Plane Polarized HEl-180 1 (0.3) 31.8 32.3 32.6 3.8 28 54 1.25 (19.1)+ HE1.5-180 1.5(0.5) 35.7 36.2 36.7 2.4 28 66 1.25 (19.1)+ 17 7.19.7 HE2-180 2 (0.6) A 38.4 38,9 39.4 2.0 28 58 1.25 (19.1)+ HE2,5-180 2.5(0.8) A 40.2 40.7 41.2 1.4 28 60 1.25 (19,1)+ HE4-180 4 (1.2) A 44.3 44.8 45.3 1.1 28 63 1.25 (19.1)+ HE6-180 6 (1.8) A 47.7 48.2 48.7 0.7 28 65 1.25 (19.1)+ High Performance-Dual Polarized HE02-180 2 (0.6) A 38.3 38.8 39.3 2.0 28 58 1.30 (17.7)+ 17 7-19 7 HED2.6.180 2.5(0.8) A 40.1 40.6 41.1 1.4 28 60 1.30 (17.7)+ HED4-180 4 (1.2) A 44.2 44.7 45.2 1.1 28 83 1.30 (17.7)+ HED6-180 6 (1.8) A 47.6 48.1 48,6 0.7 28 65 1.30 (17.7)+ NOTE; • Perurns to Federal Comnwnkatlon Commotion conules andReaulaanna for atN.I, 74,78 and 94 concerning antenna fkniiatbro. « Trademark or the DuPont Compeny. + Improved VSWR avabbla rl¢i electronics P.O.Box 70,Scarborough,Maine 04070 I N C O P P O P A T E O MPo lm Rev.9 TEL(207)883-5161 .FAX(207)883-4469 6T ' d T00' ON 9S: OT b6 , 8T Nnf TTZS-Z89-80S: QI Ild/W03HO31-Q30Nl:JAGH a 3.0 INSTALLATION 3.1 General This section deals with the Mechanical or Physical installation of the radio components. It begins with General Safety Information that every installation person should be familiar with, and it includes a list of the minimum recommended tools required for the Physical installation. It also Includes instructions for unpackingequipment,Inventory of equipment,and equipmentinspection. The installation instructions include installation of the antennas,DIUs,RFUs,and interconnecting cables. The topics covered Include: Physical Mounting Cable Connections Antenna Visual Alignment Waveguide Installation External Alarm, Status and Control Connections Module Option Settings Orderwire Remote Bridge and Data Channel Connections This installation section does not include the application of power to the system nor any electrical tests, measurements or adjustments associated with the activation of a system. These topics are covered In the Test Procedure section. 3.2 Safety Information A. Disclaimer This section is a list of suggestive reminders. it is NOT intended to be an instructional guide on safety or safe operational procedures. B. Electrical Shock Do NOT operate the equipment unless it is properly grounded. Do NOT operate the equipment if any of the electrical connections are worn,frayed or exposed. Do NOT connect or remove any electrical connections when power is applied to this equipment. Do NOT operate this equipment unless the correct circuit protecting fuses or circuit breakers are installed and functioning properly. Do NOT attempt any repairs on components within this equipment with power applied. Page 3-1 OZ' d TOO* ON ZS: OT b6, 81 Nnf ZZZS-Z89-80S: GI Ild/WOOH031-G30NHACd ored and shipped in protective packing materials. Equipment should always be sc Before touching any electronic component or assembly,grasp a conductive object(steel desk, radiator,etc.) to ground yourself. 3.3 Recommended Tools and Test Equipment Static strap(wrist type) Digital Voltmeter Allen wrench 3/32 in (preferably a ball driver type) Miscellaneous flat blade and phillips screwdrivers Set of combination open end/box wrenches 1/4 to 3/4 inch Wire stripper Soldering iron (for coaxial connectors) Knife Carpenters square Small spirit level (torpedo type) The following may be required if the antenna/RFU assembly is mounted on a roof or tower. Safety belt and lanyard Safety line Block and tackle 3.4 Radio System Unpacking A. Inspection If any of the shipping containers is damaged,a description of the damage should be noted on the Carriers receipt when the cartons are received. Do not open the containers. Immediately make arrangements with the shipping company to have their agent present when the cartons are opened. ATI will not accept responsibility for shipping damage. B. Inventory Before opening the shipping containers,locate the packing slip in a glycine envelope outside of one of the containers. As each container is opened and each part removed, the parts should be identified and checked against the packing fist. If any containers are missing,notify the shipping company immediately. If any part is damaged or missing,notify ATI immediately. page 3-3 TZ' d S00' cN 8S: OZ V6. 8Z Nnr ZZZS-Z89-80S: QI Ild/W00H031-Q33NHAGH ' . D. Antenna Polarization The frequency assigned by the Frequency Coordinator,and licensed by the FCC, specifies either Horizonal or Vertical Polarization. it is important to understand that a Vertically polarized signal transmitted by one antenna will be attenuated by approximately 30 dl3 if the receiving antenna Is Horizontally polarized. Furthermore, the FCC may have licensed a transmitter nearby with the opposite polarity to that which is being installed. It Is therefore important that Both antennas are set with the proper polarization. The polarity of a microwave signal refers to the polarity of the E field. Electromagnetic energy propagates Transverse Electric (TE)f laid through a rectangular waveguide,which means that the E component is transverse or perpendicularto the wide dimension of the waveguide. To set the antenna for Horizonal polarity,for example,the waveguide port on the rear of the antenna should have the wide dimension Vertical(figure 3-1 below). marizonal Polarization Vertical Polarization Figure 3-1 na for Vertical feedhorn,de ending upo set the n the type antenna),and turn uloosen feedhorn he feedhorn the waveguide port P is horizonal, On some antennas,the feedhorn can also be slid In and out of the clamp, effectively changing the focus of the antenna. On these antennasthere will be a scribe mark in the feedhorn collar at the position of normal focal length for the reflector. The feedhorn should remain in this position. Optimum alignment occurs when both the receiving and the transmitting antenna are precisely on the same plane. Therefore the antenna mast and the feedhorn should be precisely straight. If adjustable,the feedhorn rotation can be set using a small spirit level, held against the flat portion of the waveguide. E. Visual Alignment Tighten all mounting bolts firmly except those that lock the azimuth and elevation angles. These should be tightened just to the point where movement is still possible,enabling the alignment to be performed. Holding a carpenter's square flat on a horizonal plane,with one leg resting fiat against the face of the radome,sight down the length of the other leg. This procedure will enable the installer to sight the antenna alignment for the side-to-side or azimuth alignment. Page 3-5 ZZ' d T00' oN 6S: OT b6, 8T NOf TTZS-Z89-80S: QI IJU/W03H331-G33NHAG1J plastic watertight bushing. Carefully strip back the sheath and dress the ground. Attach the ground to the ground lug. Connections are made on the RFU Power Entry assembly as indicated in figure 9-6. Two conductors are used for +48 volts,two conductors are used for-48 volts and two conductors are used for the Micro Channel data (identified + and -). The sole purpose of the + and - designations are to maintain consistency when wiring the A and B sides of a Protected system. The Micro Channel does not have a DC electrical voltage on it nor is it polarity sensitive. Note in the site log which conductor color is attached to each terminal. 3. Baseband Input & Output connections The baseband input and output cables are coaxial cables terminated with BNC type male connectors. Each cable supports baseband signal to an RFU transmitter or from an RFU receiver. Therefore a non-protected system has two coaxial cables and a HSBP system has four cables. For a description of the cable type see 'Cables' under the Site Planning and Configuration sections of this manual. Most BNC type connectors will fit through the water tight bushing. The installer should experiment with the specific connector he will be using, before attaching the connectors to cable. H the connector will not fit, it will be necessary to feed the cable through the bushing before attaching the connectors.it may be more convenient to remove the entire bushing from the RFU housing a unscrewing the nut from cable and attach the connecoor..inside certain that the thre1aded projection of the ng. Slide the bushing and nut over the c bushing the fits Into the RFU is closest to the BNC connector. Refer to the manufacturers instructions for the BNC connector attachment procedure. Feed the cable through the weather tight bushing as indicated in figure 9.7. Note that the plastic washer is slit and, R necessary,the rubber grommet can also be slit using a sharp razor blade or knife. This will enable installation after the connector and cable are in place. One transmit/receiver cable pair should be fed through the left side of the RFU housing and one pair should enter the right side of the housing. A non-protected system should have the single transmit and single receive cable entering on the left side. Before mating the BNC connectors(plugs)with the RFU module connectors,Inspect the center pin in the cable plug to assure it is clean and not bent or off center. If it is, either remedy the condition or replace the connector. ctor ed as BB-In and BB-Out. Mate connectors doh cable ug to the correct RFU not mat easily,Do Not1Fo Force theme nves gat'to dete minethe problem. If the Conon n Using suitable cable markers,identify the coaxial cablesto prevent confusion in the future. They should be identified as follows: BB-In A BB-Out A BB-In B BB-Out B Note: The ATI 18-4I8 DS1 will not be damaged If a baseband coaxial cable is attached to the wrong baseband input or output;it simply will not work. Page 3.7 £Z' d TW ON 00: T T V6, 8T Nnr T TZS-Z89-80S: GI Ild/W00H931-Q39N1JAGH equippedwith a redundantset of control modules including:Power Supply module,Digital Modem module,and one or two 4-DS1 Interface module(s) (8-DS1 configurations require two additional4-DS1 Interface modules). The redundant set of cards are Inserted into the right or B side of the DIU shelf(see figures 9-1 a&9-1 c. Refer to the text on page 3-17'Protected/Unprotected Configuration Switches',and Table 3-9,to properly option the Alarm&Control module for the desired configuration. B. Physical Installation Before attempting to install the DIU, the cabinet or rack should be moved into its final position,and If appropriate,anchored. Have an assistant hold the DIU in position while the channel mounting screws are Installed. At least six inches of empty rack space should exist both above and below the DIU to assure adequate ventilation. C. Cable Connections Consult local Electrical,Building and Firo Codes to determine cable requirements,before installing cables. 1. Ground connection " Run a number 14 AWG or larger ground cable from the DIU ground lug to a cold water pipe ground. The length of the ground wire should be as short as possible,with an overall resistance of no more than 0.1 Q. Do Not Attach to the Electrical Service Ground. 2. Power Input connections The standard version of the ATI 1 SA/8 DS1 is designed to be powered by 48 Vdc (nominal). Options are available for any of the following: 24 Vdc (nominaQ input. This option requires a special DIU power supply. 120 Vac (nominaq. This option includes a 120 Vac to 48 Vdc rectifier. 240 Vac (nominal). This option Includes a 240 Vac to 48 Vdc rectifier. Un-Interrupted Power Source. This option includes a 120 Vac (or 240 Vac) rectifier/float charger,connected to a bank of batterieswith 48 Vdc output. The capacity of the batteries determinesthe amount of time the UPS can support the system during a commercial power failure. The HSBP version of the system is designed to be connected to two Independent power sources,to maintain redundancy. Ideally,the independentrectifiers or float chargers should be plugged into separately fused electrical service feeds. Page 3-9 VZ' d T00' ON TO: TT b6, 8T Nnr TTZS-Z89-80S: GI IJH/W0OHO31-G33NdAGH f. Environmental Protection-If at all possible,equipment should be mounted to take advantage ' of shie s igf d to a wall e overhead lm nuf. The radio housing and connections are weather ts,however,this additional Shelter will offer protection tight and designed to perseveret maintenance personnel and test equipment as well as additional protection to the radio assembly. is is In addition, the antenna and RFU frequent hould not be the highst point on the lightn lightning stormseThe RFU and mast asuemblyhmust particularly important in areaswi'th be bonded to a low impedance,ow high current Capacity ground. The size of the ground wire Is dependant upon the lengthngth,, ever, nothing smaller than a No. 6 AWa should be used (this is adequate for up to 25 ft.). g. Interference Protection-The RFU assembly design includes filtering and shielding to protect from normal levels of Interfering signals. aThe separation she safe It ould be furmther when dealing with hd not be mounted i ten feet of other radiating antennas. power commercial transmitters. Also the other antennas. interconnecting cables should be routed in such a manner as to avoid radiation B. Radio Frequency Unlit (RFU) Indoor Installation Planning The following should be considered: a.Glass will attenuate microwave signals. Attenuation by clear glass is typically 2 d8,however, the loss contributed by glass with a reflective coating (the kind found in many modern office buildings)can be between 2 dB and 20 dB. The degree of attenuation is dependa and n water frequency, angle of incidence, glass content, antenna distance from the window, droplets on the glass. ATI will perform an attenuation analysis of the glass a sa eple is sent e of Icustomer ith the Incidence,distance from the glass and whether he glass Is exposed to rain. n Regardless the glass a mirror. be mounted with the redorne The The reflected transmitter signal parallel to the glass, as this its similar to looking into will degrade the receiver sensitivity. It is recommended that the antenna al and an imaginary line perpend cularto the lass,be between ss and that the angle of Incidence between the RF signal i0 and 45 degrees. b.Obstructions-Windows that are serviced by window washing equipment may be obstructed when the equipment is in operation. In some buildings this may be only twice a year and the customer may tolerate the down time. servlceherwise,to Smore information on his,pecial arrangement may be engineered for the application. Contact AT!sus om c.Security-The security at the customer's site may be sufficient to protect the equipmentfrorn malicious mischief; nevertheless,the installation should be Isolated to prevent personnel from opening the window, closing the shades, or hanging their coat on the antenna. A simple warning sign in the area may also be advisable. Many people are, however, suspicious and fearful of any radiating equipment.orker concern simple % earancompla neswall to keep the radio out of sight could assure against and d. The antenna mounting arrangement can be a floor to ceiling pipe mount, a ceiling or floor projected pipe stub,a horizonal window well pipe mount, a floor mounted tripod, or any other arrangementthat facilitates the necessary position and rigidity. The RFU may be mounted on Page 1-11 SZ' d TOO' ON TO: TT b6, 8T Nflt' TTZS-Z89-80S: GI I1U/W09H031-Q30N13(1Qd Cable routes should be easily accessible for ease of installation and maintenance. c. Cables that are outdoor should be ultra-violet resistant or should be run In conduit.If conduit Is Installed,the end of the conduit should be equipped with a weatherhead or bent in such a manner to keep water out. d. Vertical cable runs should have a strain relief installed every 25 ft. If routes are shared with other cables,the radio cables should be bundled together and suitable identification attached at frequent intervals. Page 1-13 9Z' d T00' QN MTT b6, 8T Nnf TTZS-Z89-80S: QI I1d/WODH031-Q30NIJAGU 1.5 Site Planning Site planning will be covered as the installation of three separate components: RFU, DIU, and Interconnectingcable. The RFU instaltationwiil be discussedfor two distinct situations:outdoor(on roof, ledge or tower) and Indoor (behind a window). A. Radio Frequency Unit (RFU) Outdoor Installation Planning Both the RFU and the antennaassembly are designedto fastento a 4 to 4 Ile diameter pipe or pole. and may consist of: a conduit, The mount may beyall mount, or specialty ade of aluminum or �faibrica fabricated arrrvanized stea tripod, ng ment. Rega dless of which mount monopole, tower, arrangement is used the following should be considered: a.The mount must provide sufficient rigidity,not only for climbing safety but to maintain antenna alignment In sever storm conditions. Note that larger antennas project more surface area(and thus more wind force), and they have a narrower beam width than a smaller antenna. Therefore mount rigidity is especially critical for larger antennas. b.The potential for damage to the customer's building as a consequence of the mount. It is very difficult to re-seal a flat building roof after it Is penetrated. For this reason many customers object to a tripod or K frame (small roof mounted tower) arrangement. If this is the only practical method of mounting,a reputable roofing company should be contracted to install the necessary pads and pitch pockets. Drilling masonry and Installation of expansion shields can cause the breakup of a building facade or the separation of bricks in a face wall. The age of the structure and the potential for damage repair should be considered. Also,the physical appearance of an antenna may prove to be objectional to the customer. It may be possible to mount the antenna In a position that hides it within the building's features or limits visibility from the ground. c. Ease of installation and maintenance. Remember that it may be necessary to use test equipment on the RFU assembly. Therefore,if possible,the equipment should be mounted In a position,and at an elevation,to facilitate safe maintenance activity. d.Line of sight for antennasshould not be obstructed by movement of equlpmentof personnel on the roof or adjacent to the building. If possible,antennas should be mounted on roofs near the edge facing out away from the building. This is not practical on many modern buildings as they have a track for a window washer rig around the perimeter of the roof. In this case the antenna must be deck must be sufficient toocl arr K r ame in h center above the roof both theheadsor personnel on he roof and window washing rig. e. Security/ Protection from tampering,malicious mischief, or theft. Microwave radios have been known to be stolen by individuals who mistakenly believed them to be satellite TV receivers. Equipment should be mounted where it cannot be petted with stones or baseballs. Page 1-10 LZ ' d T00' oN iO: TT b6, 8T Nnf TTZS-Z89-80S: QI Ild/W00H031-Q30NHAGH 1.4 Technical Specifications (cont.) D. OS1 Digital interface interface Standard DSX-1 (Complies with AT&T Tech.Advisory 34&42) Line Rate 4 or 8 x 1.644 Mb/s t130 ppm Una Code AMI or 88ZS(each DS1 optloned separately by dip switch) Impedance 1000 I/O Connector DB25, or optional screw terminals Cable Length 0 to 655 ft. Twisted pair 100 o ABAM cable E. Environmental Altitude Up to 15,000 ft AMSL Storage Temperature .40°to +70°C (-40°to 158°F) Operating Temperature RF Outdoor Unit -30*to +55°C (-220 to +131°F) Modem Indoor Unit 0°to +50°C (+320 to +122°F) Humidity RF Outdoor Unit Up to i 00%(all weather operation) Modem indoor Unit Up to 95% (non-condensing) F. Power Requirements Input Voltage ±48 Vdc(44 to 56 Vdc) DC (standard} ±24 Vdc (21 to 30 Vdc) DC (optional)AC (optional) 117 Vac(105 to 130 Vac); 230 Vac (180 to 264 Vac) Frequency 47 to 63 Hz Power Consumption Non-Protected 85 Watts DC, 125 Watts AC Protected 160 Watts DC, 225 Watts AC G. Mechanical Specifications Protected Terminal RF Outdoor Unit Modem Indoor Unit Mounting Type Pole Mount (U-boft) 19 in Rack Mounting Size 41/2 in 3 RU High Weight 49 Ibs 24 lbs Dimensions(H x W x D) 15.6 x 14 x 12.2 in 61A x 17'/2 x 143/41n Unprotected Terminal Mounting Type Pole Mount (U-boft) Mounting Size 41A in Weight 30 Ibs Dimensions(H x W x D) 9.4 x 14 x 10.5 In Ra@00* 1 wbj9d to aW99 without rwttu• 8Z' d T00' cN bO: TT b6, 8T Nnf TTZS-Z89-80S: QI Ild/W03H331-G3DNHAGH 0. Antennas � The Antenna is a highly directional, parabolic, dish type radiator that is mounted near the RFU, and connects to the RF zed at each terminal for b both transmit and housing pressure window with a short �ece receive signals. xible e A single parabolic antenna is utilized ATI antennas are normally supplied in 24,30,48 and 72 inch sizes(diameter); and are optionally available In 12, and 18 inch sizes. ATI antennas are available Standard and High Performance, single or dual polarization (except the 12' which is only available in single polarization). All ATI antennas are 22 ATI ante with nvanized steel mounts, and nas are FCC classified asthey cat cal meet or exceed tegory 1A standards ory A except the 2 and 18 inch R$1956 and RS2S222C. units. The High Performance version of the antenna includes an RF shroud to improve side-lobe performance and a flexible, low-loss planar radome to protect the antenna and feedhorneagaianst Ice, snow accumulation Pand erformanceife. FCC antennaegulations, and the s in the United Statese8d for a radome, generally dictate the use of High In general,the larger the antenna,the higher the antenna gain (relative to an isotropic antenna) and the smaller the antenna beam width. As beam width decreases,antenna alignment and thus stabiht and nd loading are r with larger Asa consequence the ty are more la tennarmounting g � structure be several times antennas. es more rigid for each Asa q successive increase In antenna size. The antenna size should be determined before the Frequency Coordination study can be performed and before applying for the FCC License. Selection of antenna size should be based upon the results of a Path Analysis. Page 1-6 6Z' d t00' cN SO: TT b6, 81 Nflf IZZS-Z89-80S: QI Ild/WO3H031-Q30N13(1Qd S. interconnecting Cables The DIU and RFU are interconnected with three cables: Transmit baseband cable Receive baseband cable Power/ Micro Channel (alarm and controq cable IU The type of each cable is dependente the cable distance between if low--Osmoke tl or plenum RFU, and the local building or fire code. The building or fire code will determine cable is required. This type of cable differs only in the insulation material. It is more expensive and can be more to then le work with, haractec st cs ofeach c ble. Note h utilized at HSBP systems require 1-1 and 1-2 Indicate the electrical c two sets of cables to maintain redundancy. RFU-DIU Cable Cable Type Connector Loss Budget Length RG59 750 Foam BNC 0 to 740 ft. (Comm/Scope (Amphenol DC Res.725MHz 5563) 68175-1005) 2.5 dB atRG11 750 Foam BNCGilbert 00 Res0 to 1480 ft. F116OBV-RD) G-BNC`11-AHS-460L) 2.5dBat Table 1 1 Coaxial DIU/RFU Interface Cable Cable Type Suggested Mfg. Loss Budget RFU•DIU Cable yp and part No. Length to 400 ft. 6-conductor Manhattan shielded, 16 AWG Control Cable 1.65 0 per twisted copper, No. M5426 conductor control cable 6-conductor Manhattan shielded, 14AWG, Control Cable 1.65 0 per to 550 ft. twisted copper, No. M33851 conductor control cable to 1000 ft. 6-conductor Manhattan Control Cable 1.65 a per (to 1480 ft. with shielded, 12 AWG, No. M33870 conductor slightly relaxed twisted copper, minimum input control cable voltage) Table 1-2 Power/Micro Channel Cable Page 1-4 OS' d T00' oN 90: TT V6. 8T Nnf TTZS-Z89-80S: QI IJH/W00H331-Q33NHAGH 18=23 GHz- ANTENNA SUPPORT STRUCTURES AND REFLECTORS f 1 t 1 7 :y! ' L.1� S 4N•y,Y."{" �11� 1� .M:.n+ N'; 7 1� `Ha 1ws• y r •�� '�� "�}trtz"M"- rtx.1�. •fk`gi�Df�f7 t c. 3. r �• n, 11 MICROFLECT 357525 fb Street SE•P.O.Box 12985 Salem, Oregon 97309-0985 ' (503)363-9267• TLX 510-599-0107 FAX.(503)363-4613 ©COPYRIGHT MICROFLECT CO., INC. 1989 CATAI Or, 11Q.71 1AQ0 T�* d T00 ' oN 90: TT V6 + 8T Nnf TTZS-Z89-80S: GI IJH/W00H031-G30NHAGd MONOPOLES The monopole is available as a standard product in heights of 101, 151,20', 25',and 30'• 4-1"o holes on a r. 3MP10 Other heights are available f 7/8"a bolt circle for 7/8"o anchor bolts. 3MP15 upon special request. 3MP20 As with the roof mounted 7/16"0 Hole tripods,esthetics is often a for grounding 3MP25 factor when a customer is attachment �-lz t/8" 3MP30 considering the purchase of a monopole. The monopole is BASE PLATE LAYOUT a solution often preferred by Architectural Review Boards or city council members. 4-1" holes on a 7 1/2"o bolt circle Monopoles are frequently for 7/8" anchor bolt customized to meet specific customer needs. 7/16"o Hole for grounding Attachment points for attachment 93/4• waveguide support clamps 4 112" are provided by tapped 3/8"o BASE PLATE LAYOUT O.D.Pipe holes at 30"on center along s'o" the length of the pole. Mounting ea 4 t/r O.D.Pipe 15,0" S/g"o 51 x 1/4" Mounting 5tepboits i�ar►J' Area x 8 1/4" Stepboits 10'0" � • 15" IS" Typ. iS" Typ. 21" 21' Y 3MP10 3MP15 MONOPOLES -- wQRKIiYO LQA><2S ICI KIF-FT,---- MAX.SWAY -----BASE-REACTIONS. ..--.----.ANTENNA AT ANTENNA CATALOG —OYER7 tTR�iING LOAD IN DEGREES WEIGHT MODEL. NUMBER MOMENT SHEAR DOWNLOAD (KIPS) ®70MPH/20PSF (POUNDS} 3�iP10 92500 _4.94 0.66 0.25 0.56 0.360 - 153 3b1P15.____92501 8.44 0.74 0.35 0.56 0.50a 280 3MP20 92502_ 12_5 -�5• ._ 052-----0.56 0.56 3MP25 92503_ 17.2 _ 0.95 0.73 0.56 0.53° 730 _ 730 -3'�iP30-- 92504 .._ 22.8 _ �_ Above reactions based on 100 MPH(40 PSF)wind load with 0"radial ice. Anchor bolts are to be ordered separately. 2 �J" d TW ON 60: TT b6, 8T Nflf TIZS—Z89-80S: QI IJH/W0OH031—G33NdA(IH MONOPOLES 3MP10 3MP1S 6-1"o Wes on a 3MP20 9 7/8"bolt circle 3MP25 for 7/8"o anchor bolts 7/16"o Hole3MP30 for grounding attachment 121/8" BASE PLATE IAYOUf O.D.PIPr S'0" Mounting Alta 4 1/r O.D.Plpe 510, Mounting Area SR o x tt 1 4" 5trpixolt.. 201 o" x 8 1/4" Stepbolts 6-1"o holes on a l r o bolt circle for 1 S" T 5" 7/8'o anchor bolts. Typ—.— t5" Lill7/16"o Hole Typ. Ty 1P for grounding attachment 14 IJ4" i 21" 21" BASE PLATE LAYOUT Y �- 3MP20 3MP25 3 Z£' d T00' ON 60: TT b6, 8T Nnr TTZS-Z89-80S: QI IldfW00H031-Q30NdAGH MONOPOLES C W10 S'lY 7 1/2" Anchor tiolts 3MP15 �otinting � .t 1=2' A.B.Pro. 7 Area O.I).I'1Ix Dry Pack 5MP20 (See note 6 5MP25 9"Ncrn. page 5•) Drain Plate TYPICAL DRALV PATE ms-rALIATION ANCHOR BOLTS' M CATALO MODEL NUMBER 3MP10 92505_ 3MPP15 9256 5.8"o 925073MP20 92508 Sl 31IP25 95093M30 2 -- 'To be ordered separately from monopole. Sr ,� 0 If' 8 t"o holes on a 12"o bolt circle for 7/8"o anchor bolts. l5" rcl). 7/16"o Hole for grounding a� attachment 14 1/4' 21" :� ! SASE PLATE LAYOUT 3MP30 b�-' d' T00' ON OT : TT b6, 8T Nnf TTZS-Z89-80S: QI IlH/W0OHO31-Q30NH(1QH 7/8•u x 48• MONOPOLES Anchor bolt WeWment 7 1/2' (Fy-50 tcsl) 3MP10 A.B.Prol v Chamfer �^ 3MP15 6" 3MP20 Double Ties 3MP2 3 a Top 3MP30 D p C E D A l: x 61 Dia. FOUNDATION REINFORCEMENT MONOPOLE FOUNDATION SPECIFICATIONS (E) (C) l NUMBER OF (A) (B) NUMBER SIZE OF MODEL I ANCHOR CUBIC FOUNDATION OF 14 TIES VERTICAL NUMBER BOLTS YARDS OF x Is"SQ. BAR(4 EACH) i CONCRETE 8 s6 5 5'0• 3MP10 4 1.0 ,0y 9 — I—4 j 1.2 -6Ti"- r7 3MP 15 --�- —_ ---'7i(y ],0' 10 6 1.4 1 8 9 11 •7 3MI'20_ _ 1�-- I — 816 *8 3MP25 I _G 1.7 00. 12 -jMP30 t3 •including double ties top. FOUNDATION NOTES: 1. Prior to excavation, check portion shove grade shall mortar,dry-mixed for maximum density and the area for underground be formed and shall be strength,is packed in facilities. 2'-6" diameter or 2'-6" lace.) The packing 2. All reinforcing shall be square. if an area is ets place.) shall be done by hand, intermediate grade de_ vated beyond the limits ramming with bars or formed bars conforming to shown,this volume shall calking tools,or a combi- ASTM A615 Grade 60 be tilled with concrete. g nation thereof. (60,000 PSI Min. Yield) 5. Foundation design based No on the g is permitted and shall be provided by on"normal soil"as " on weldrebar cage. the foundation contractor. defined in F.IA-RS-2_P 8 Pier concrete shall be 3. All concrete shall have;t which has a lateral sup poured within 24 hours minimum ultimate com- port of 400 pounds per maximum after angering. pressive stress of 3,000 PSI square foot per vertical 9. Adjust vertical rebar at 28 days. Requirements toot of depth. epth rsx edures. lengths to maintain 3" for the concrete shall be as 6. Dry packing P art minimum concrete cover. given in the ACI"Standard ce e t,anrts sand , 1 t 10.All spoils and drilling Building Ccxle For Ile- cement,and add just tluicls shall be properly inforced Concrete" ACI enough water to allow disposed. 318,the latest edition. molding a shape by hand. P 4. Concrete shall he placed Restrict the water content 1 I•Si foned for the working against undisturbed soil to to a minimum. (This mini- to ds on page 2. the depth indicated on the mites the possibility of shrinkage when the foundation drawing. The 5 S�' d TW ON SZ : ZZ b6, 8Z Nflf TTzS-Z89-80S: QI Ild/W00H031-Q3DNHAGH TRIPODS roof-mounted strut- tures are designed fora 100 , mph(40 psf)wind with 36 lo:tclings ,*,specified. S8 'They arc available in five nuxlels:S6,S8, 3S 10,3S15, 3S10 and 3S20. 3515 3SIS The antenna to he mounted must he capable of attaching to:t 4 1/2"U.D. support pipe. Esthetics is often a considera- tion when a tripod structure is purchased. They are easily installed, inconspicuous and perform reliably when capacity for a single antenna is all that is requited. Attachment points for wave- guide support clamps 1tre provided by tapped 3/8" 0 holes at 30"on center along the length of the tripod on 3S 10, 3S 15,and 3S20. s 1/r O.D.Pipe 4 1/r O.D.Pipe 6 0. 60, 18* to, Ir 12, MODEL S6 MODEL S8 6 91' d T00' oN TT : TT b6, 8T Nu TTZS-Z89-80S: QI IiU/W03H031-Q30NHAGU TRIPODS WORKPIG LOAD•KIPS MAX.SWAY NNA AT ANTENNA WEIGHT REAL IONS PER ANCHOR TOTAL LOAD IN DEGREES Sb CATALOG SHEAR (KIPS) 470MPH/20PSF. (POUNDS) MODEL NUMBER UPLIFT DOWNLOAD � SHEAR S6 91013 0.73 0.93 0.64 0.75 - 0.17 SS ' 147 SS 91014 0.93 1.13 0.65 0.77 0.56 __ 0,27° 150 3S10 1'66 0.79 0.56 0.70° 2s0 3515 3S10 92510 1.18 1•38 073 0.82 0.5G 92511 1.95 _ 2.18 099 0.56 O.b7° 4t0 3$20 S20 92512 2.95 277 0' 'Above reactions based on 100 mph(40pst)wind load. 5'0" Mounting Area 4 1/2" O.D.Pipe 5 0' Mounting Area 4 1/2' 20'0' O.D.Pipe 4 1/2' 5.0. O.D.Pipe Mounting Area A 15"TYp 15'Typ. to o' 15'Typ. W Typ. 15' -- T It i tx 5 lx' �. 1x• �� " 36' MODEL 3S10 MODEL 3S15 MODEL 3S20 7 Zi' d TW ON ZZ : tI b6, 8I Nnr TTZS-Z89-80S: QI Ild/W03H031-Q33NUAGb RIPODS 4' 1/2"t 1/8" IN 3 510 4'8" 515 520 2'4" 4'8" TV 4-8-7 1 ces)for bolt. STANDARD TRIPOD ANCHOR BOLT LAYOUT 8" 2 1/4" Square Flashing Can aRoofing.. 6"9" :,a ROOFING COMPOUND 10" 8"Max. Existing Roof Concrete FLASHING CANS /w IS"bng$.11 3000 PSI Mchor o" ANCHOR BOLT* CATALOG rMM WEIGHT NUMBER (POUNDS) CATALOG B193 Rm ing 9 NUMBER ITEM _ Compound 94001 Anchor Bolt B1101�Flwihing C:tns 6 ` Set of three •To lx ordered separately from tripod. ROOF MOUNTED TRIPOD INSTALLATION PROCEDURE: I. Carefully cut and roll back plate,flat washer and lock 5. After concrete has cured, the roofing material. If washer on the lower end paint top of the pads with there is insulation,cut out of the threaded rod. mastic, install flashing cans a piece 8" square. (Anchor assembly is to be over roofing,seal roofing 2. Chip off the surface of the ordered separately from as required with mastic. concrete in the 8"square, the tripod.) 6. Top of pads must be level 3. Drill a 1 1/8"o hole 4. Paint the 8"square with with each other within 1/4". through the roof and use a grout,install forms and 3/8"thick x 3"square pour concrete. 8 82' d TW oN 2T : 1Z b6 , 8Z Nflr ZZZS-Z89-80S: GI IiU/W03H031-Q30N1Jf1Qd GROUNDING Lightning Rod 4' 2 NUTS,L.W., Pipe Cap_ and 2 F.W. Set Bolt Threaded end 4 1/2"0 Pipe B964 B1277 PIPE CAP LIGHTNING ROD FOR LIGHTNING ROD 5/8"o x 4' long. Attaching hardware in- Included with monopoles. eluded. Galvanized uo -6 Bare solid jcopper wire N x 8' copper ground rod —jm� *6 Byre Soiid copper wire E.I.A. E.I.A. GROUNDING KIT GROUNDING KIT CATALOG CATALOG NUMBER APPICATION NUMBER APPLICATION �onopotes: B1013 Roof Mounts:20' B1014 gmund rod,0'wire,connectors. 9 6�" d TW ON 9-I : IZ b6, 8I Nnf ITZS-Z89-80S: QI Ild/W03H031-Q30NHAlJH r WALL MOUNTS I The antenna wall mount • shown is designed for a 4-foot diameter antenna CORNER MOUNT without azimuth rods or stabi- ELAT WALL lizing struts. A number of CANTELEVERED versions of this mount, _ including a cantilevered model for sighting over parapet walls,have been designed. Our basic wall mount design has been and can be further modified to meet a variety of needs. 40"min.for60"mount 6o"min.for too"mount 0 0 � e e CORNER WALL BRACKET WALL MOUNT DETAIL i u 1/4' 12 1/4' e a BLOCK WALL CONCRETE WALL ATTACHMENT ATTACHMENT CORNER WALL MOUNT cATALoG DEscRirnoN NUMBER Ur O.D.x i 91 51— 4 1/2"O.D. /8• Ob' d T00' oN bT : TT b6, 8T Nflt TTZS-Z89-80S: QI I1b/W0DHD31-Q33NbAGH v WALL MOUNTS CORNER MOUNT FLAT WALL CANTILEVERED 2A" max. 12" 13,Ir BLOCK WALL o a ATTACHMENT e 0 12" YV"[[IIII.n1r VV r1/UUIU e 60"min.for 100"mount u A O 48"IIlillin U111 6 6 e 1 1/4" 1 1/4" 12" I 12" 1*1 14 1/z" 1 I/a" 14 1/2" 1 1/4" CONCRETE WALL ATTACHMENT •Hardware included for both applications. CANTIILEVER WALL MOUNT WALL MOUNT CATALOG DESCRIPTION CATALOG DESCRnMON NUMBER NUMBER 91145 i U2.O.D.x l00" 91152 •1 1/2"o.n.x U 0' 91146 4 1!2"O.D.x 60" 91147 1 2 7/8"O.D.x 100" 911,18 2 7i8"O.D. 13 Tb' d T00" ON ST : TT b6, 8T Nnc TT7-S-Z89-80S: QI IlH/W03H031-Q30NH(1QH $W o r+ r.� F.+ , �.. r+ .+ ►• ►+ r+ N N N ►+ r+ N N N N N N N N N N r pQ r+ 1.+ ►•+ ►-+ ►+ ►+ r t✓ ,•• •+ �+ Vl "A VI O O V1 V1 1J1 V1 � Wp � • �O V�i W N `�+ GG J lets F+ N r~ O A W �D. GO -04 CJV W W W d I I I I I I f I I I 1 p I I I I w� N NIt 00 ON N O O O ON c c o a. -3 a. o o c o 0 ., ►�•, x o o � � � � w � o o ° � a a � � o o � � o � N N •A. r r r. r r r G r r,,,j 1p lD f``. (C fp •�. 101 02 ^ ..� ^ O N N Q 0 0 Q O vNi 0 �n O d b N • d d k k k k >1 k ' k k O •• G1 .+ .. .. r-• \o J .A. A V' -+ N �/ r+ f+ tJti V1 W N �p 00 J .? ww N O lWl� 11 S J �I O O O G\ .A N N O 00' O O O O N W ►• � O J O 0 0 0 O O C C O C O C O O O O C O O O C O O C C J O O pr IV r✓ ►.+ �+ r+ >+ -+ • •• ►r r OG J J J G\ O1 •01 •01 W W N N A rC. N N O O W N N W W W W f!J N :!. T, .� — :7 .OLD �Oc � �'� ..r. � � CZ N N_ N N_ N_ N .A r•] �I Vet v C Vr 00 �! G\ W N x 17- IL ^ x r; ell Zb• d TOO* ON ST : TT v b6r8T Nnf� `. TTZS-59-80S: QI I1H/WOaH031-Q30Nd(1Qd FEDERAL COMMUNICATIONS COMMISSION ' WASHINGTON,D.C.20564 GRANT OF EQUIPMENT AUTHORIZATION Notification r , Date of Grant November 5, 1991 Advanced TechCom Ino Heritage Place, Building 4 File No.; 31010/EQU 17.9 439 South Union Street Lawrence, MA 01843 Apyllcallon dated, October 16, 1991 L J Attention: Ernie Lin NOT TRANSFERABLE EDUICMENT AUTHORIZATION is horsey Issued to the named GRANTEE,and Is VALID ONLY for the eoulotnent Identilled hereon for vs*under the Commisslon's Rules and Reoulations listed below. FCC IDENTIFIER i .L.w '?t`��fj :Y ���,f��► �����if..0 �`�c ;�r'r`l{.� ��& .s.'2rt�...�,'�l�`�^�,r. +�;��� yv �+ '� ��' .�Iar•�& !; ��•.0 'i:�4?i � �..nr VS t!,n�M e,��y 3r 3'N+yit fS.,� rl +t"c ��' y•K� , 22 y t Name ofGran4a i.'t!'k 4v Equipment Class : Non-Broadcast Transmitter Frequency Output Frequency Note(s) Rule Part(a) Range (MHz) Watts TolPranee Emistsion 21 ,-7 4,78;94 17700-19700 . ..'.08 401 5MOOF9W r •• .F'•'! .i ��`Yr Ste} t�:•Us �•,K: r:� �.�yt 7' �i. I '� :j 1 i }�i'Y � a 7r •l:''e n .]r i In correspondence concerning this grant.ONaee refer FCC731A Jg 8315853004 to the FCC IDENTIFIER. Flis No.. and date of grant, Mam-h 101 €b' d T00' 10N 9T : TT b6r8T Nnf TTzS-Z89-80S: QI I113/W03H031-Q30N13AGb of i •cy� � � �� v'4,, kc UM EXHIBIT B S ° ��. F o+# d r♦ irs 4 r' l� , +. y^.?`R.'ti ,'�' c�r x air'�� ••`3x-t 1.v�s'� _S,is-''",a-s.�+�`�i X +r -t.�`;..V•.. + �t � .t � t � t? s c -� ,:..-s •.'''.r .t„.f'^,-+..^.F�.7'a..r � !....e- -N 5 �.��.'i-1,'Q 1t�; -r•4� t• s'A'L '+' "$!'�`l�s"" r Structural Calculations : = For - VIDEO MICROWAVE at SYSTEM - t i to _ s s •� � / � 7 PREPARED FOR: r �. .,� �1 's. it ? r+ .-t :c v,'-r• r t z - �,- CITY OF KENT 4 4 r 3 4_ s t E E �� •M'4 F^s.e � w fi� � -.3 •.3' � .�e•y,M �r.�"y. 1�3,$`1>'•, r'td('r -! �y+•. %y.J � NYC r•a •��•'�.^�.} y ✓r,���,�jr M.rlr SLl�*:•w° t�.w - "^ j P 2 r - pt ,t't ✓'- '�M+r3Y"S' 'i. X{.is s'ib•v��-.,fir r� `4"C z -- ..� � �a-tom t -•. z�,�+ s y�yi. -ti--+f?-. - sr+r E- �. S. T 2� �� r S•�� t by r+�+j K��srt '. �r"5�'r 1s'r E: xr.T 2 µt, 2JF d T .� Yt •C J i Y T4 �4`f1 X� r'r�c. t-�ax �,,_rr > ^ _ 9�� s"'••Y,."t f t i. •/ B^:s.. i m= � •� y:, P^'1� y's.Tf � is ^s.T=` �; a,f�:,,. Y' .;.,. R ,.� ,. , y tY.? w•- ti` S f ;" ,� a < r t ^' .--.- a �^ x•2 r y o u� "+t,s�tr .?:y-ti,? i,;��`� r r� �^� -- 'r �._ /.,� f s-. C v a}t � y.lr T? Y ,}rr y�rt '+.a�` J �9' `f t� G•� _ �` i-1, �•s �v rf.T C'l.Y t J '�{�j11' �'i} �'l ��✓ --1` al -L. Submitted to: HATFIELD & DAWSON CONSULTING ELECTRICAL - �" ENGINEERS f �`+� �``''.�"� � "-f^"t„ �� c - ::.,�.r�4 Y,. 'J."a•t -."!'r`- Sw,.7-�',,�.-� tsAtr y I 4226 SIXTH AVE. N.W. .SETTS & HILL ENGINEERS iNCx pia SEATTLE, WASHINGTON 98107 _ >''3� 3 z Professional Engineers & Planners. R-� � -; ...�.-.���k�m����j���rr:�;l-�,��..^.'-tiyC'•�.�r+ 3'�b�#.a-Lt�r� rr :� K �. 'h a 4 _>Fyy/ 3r•G i# �arw-�c 'f*r'.r'r Ott^r�E`;t'' 'j y'�dy �"� �3 -W '+�' "i^ � _ -e"^r s -.- ..-e�,Ji., ,d 4 .r r�f�4G'+ tYt.t t^ !�'�+.�-.+ n7 r _ ✓ +... SEPTEMBER, 28 1994 �• �3f i�= G= � � ' �; �,i: h r u-� by v _ r s� s✓^e a^r.r ��r f.��Rr �� i �.,5r 3..�:'-�,..�'.�1'giar� w-�r�T�a",�""°�- d:1�i�-�•-iit[r�S � � j �s.��,y+�� ti 1,�, �y�'"4� ..t-2'�i Y� w. °-.-.'.r`�• �' -�' t .",�;ii'Y.r. _ �S� t u � � � h�s 'r �]., °7r+:L-GFjr �+=�"� �'"ts>Y•�i�t '` 1..[ a ;�ha ,v �1 'r 5�'ry,7��•�„��i,43 Ry si2.r,�'�i�� �.J"i��yi`i�"��'r"7"'sTs J'�,�q�' -� �Yk_ �,'i' v;�yi�",,..-'sue' ,y�✓<�"�, -ty r r 3 s $ y } �'' '-,l.- �i !.. � .-t t.+r..`P. ��..Yam.- C..` }~ t-, -r � a-jY _'•-�+�" r SIT I S & HILL ENGINEERS, INC. Professional Engineers and Planners THOMAS H. SEMCN. P.E. 2901 SOUTH 40TH ST.,TACCMA. `NA 98409-5697 E F-.E�17 X. L:E. P.E TELEPHONE (206)474-9449 ROEEF=T N. EF;6, P.L.S. FAX NO.: (206) 474-0153 ROEERT J. DA.HMEN. P.E. September 29, 1994 Hatfield & Dawson Consulting Electrical Engineers 4226 Sixth Avenue NW Seattle WA 98107 Attn: Mr. Steohen S. Lockwood, P.E. Re: Video Microwave System for the City of Kent Structural Calculations Dear Stephen: We are pleased to submit herewith 4 copies of the Structural calculations for the above referenced project. Our calculations found that the loads resulting from the addition of the 2 foot diameter antenna to the existing masonry screen wall located on the Centennial Building resulted in insignificant additional loads to the existing system. Results from our analysis show that all members of the existing and proposed systems, fall in the range of less than 90% of the allowable structural capacity. In lay terms this simply means that the total loads from the proposed systems are well within the existing structure's ability to withstand. Calculations for the attachment to the Kent City Jail building found the existing masonry parapet wall to be adequate with the assumption that the minimum vertical wall steel wall was extended into the parapet and a bond beam is present as required by code. If you have any questions please don't hesitate to contact me. We appreciate the opportunity to be of service to you and the City of Kent on this project. Sincerely, SITT & H)LL ,E GINEERS, INC. Brent K. Leslie, P.E. Vice President BKL/sk Civil, Structural, and Surveying STRUCTURAL CALCULATIONS FOR VIDEO MICROWAVE SY STEM PREPARED FOR: CI TY OF KENT SUBMITTED TO: HATFIELD & DAWSON CONSULTING ELECTRICAL ENGINEERS 4226 SIXTH AVE. N.W. SEATTLE, WASHINGTON 98107 K' (F WAS PREPARED BY: SITTS & HILL ENGINEERS, INC. 2901 SO. 40TH STREET TACOMA, WA 98409 206-474-9449 TABLE OF CONTENTS EXECUTIVE SUMMARY TITLE PAGE TABLE OF CONTENTS i SECTION 1 CENTENNIAL BUILDING CALCULATIONS SHT. 1 - 7 Figure 1 - Schematic Roof Plan Figure 2 - Mounting Assembly SECTION 2 - KENT MUNICIPAL JAIL JAIL PARAPET CALCULATIONS SHTS. J1 - J4 Figure 3 - Jail Mounting Assembly APPENDIX "A" CENTENNIAL BUILDING COMPUTER ANALYSIS RESULTS �K)- JOB SITTS & HILL ENGINEERS, INC. DESIGNED DATE TACOMA,WASHINGTON '' (206) 4174-9449 CHECKED DATE SHEET // g ►-+' PROJECT ZlIt QF 1�f /VTRYCCD �IMTrM1A- gigmt OF �GOP�eR. S�CUR,� `r'a �45Y'1NG �- -rr.i'8� SUPf� �r✓�.utgr�t-t �tZ X(�sc>J�I��' �"du iPr���rcr' tit :. Asscr.-tts Ur, ;F G1 Neste Y_lP � e GI ltY cn>F -S;4FLT,c t' LDL.$)s for [Z.S mph ' fi'dru ev- --�-- SITTS & HILL ENGINEERS, INC. DESIGNED DATE JOB TACOMA, WASHINGTON (206) 474-9449 CHECKED DATE SHEET 2-- OF PROJECT }�CS7�-I Z TZ7�Sr rr�tl w3 t�U Nv _ u� 2. BJ LTS -� zt �, 3X3K'141i— 12'�aNb- �, U 4x x Y4 T F,i POST 0 IN ►� I P JWL7S 5U PORT F R 8,E1C1< BYPN,C.. MF�2. SUET-1!T I RaU9� DZ7A- 1,L=� TO �APP20 V-4,C. 14 {I----- �. PAL I ' tt AUG 26 '94 12:02 HATFIEL, & DAWSdN SEATTLE WA S>�-r�_ P.6 � Windioading ---! High Performance Ultra High Performance Antennas "A" Frame & "SE" Series Approximete Wind Forces at 125 mph (200 kmh) (Forces based on antennae WINplanar radomes) Ant.Axis +Fa Wind oweotiort a +M }Fe Positive Sign Convention for Wind Loads High Performance Antennae Ultra MISh Performance Antennas M wind Axial Rees Bids For" Tmeting Moment Antenna Wind Axial side tern 11vlstlnyaMomsnt Angle ►a Nb(N-tR) - Diameter Angle lb �) Ib (N-ml ft-lb (N-m) degree Ib(!1) R (m) d • 0 240' (1060)' 0 (0) -92 (-90) 115' (510)' 44 (00) (06) 105 -86 (-380) 103 (4(0) 62' ((0) 180 -166 (-530) 0 (0) 0 790' (3500)' 0 (0) 0 (0) o 790' -320)' 0 (01 p0 -72 {-320) 390' (7710)' 270 (370) 4 90 -72 {-320)) 390 (17io) 270 (3701 105 -210 (-1270) 340 (1630) 320 (��' (1.2) 106 -290 (-1270) 340 (1630) 320' (430)' 180 -620 (-2600) 0 (0) 1e0 -620 (-2900) 0 (0) 0 (0) 0 1680' (7500)' 0 (0) 0 (0) 0 1a80' (7600)' 0 (0) 0 (0) 90 -1 a4 (-Sao) 930' (4100)' 1180 (1600) sin 90 -164 (-680) a204 (3700)' 860 {1150) 106 -650 (-2900) 8300 (37000) 1300' (IMY (1.6) 106 -610 (-2700) 7400 MOO) 9900' (13 io1' 180 _1330 {-6000) 190 -1330 (-6900) 0 1330' (12500)' 0 (0) - 0 2800' (12500)' 0 (0) 0 (0) 90 -250 (-1140) 1840' (a90)' 2600 (3400) 8 g0 -Q80 (-1140) 1230' (a100)' 1820 (2800) 106 -1050 (-4Eoo) 1390 (azoo) 3000' (4000)' (2.4) 106 -1010 (-4aoo)) 1230 (6600) 2100 (z9000} 1eo -2200 (-9800) 0 (0) 0 (0) 180 -2200 (-9a00) 0 (0) 0 4600- (20000)' 0 (0) 0 (0) 0 4600' (20000)' 0 (0) 0 (0) go -410 (-1820) 2a00' (11000)' 6100 (7000) 10 90 -410 (-18201 2200' (9800)' 3700 (50001 108 -1730 (-7700) 2200 (0900) 8000' (8Wy (3.0) 106 -1520 (-7200) 1960 (8700) 4300- (8800)' 180 -3300 (-16700) 0 (01 180 -3500 (-1 a700) 0 0 0 (0) 0 $300' (29000)' 0 (0) 0 6300' (25000), 0 {0}) 12 90 -670 (-2000) 3100' (13700)' 6100 (8300) 90 -670 (-7ac0) 3600' (184001` 9600 (11 a00) 106 -2400 (-10800) 3100 (13900) 10o00- (13a O)' (3.7) 1105 80 -2300 -10100) 9600 (122000) 7200 (07000) 106 -4900 (-Q2000) 0 (0) 15 0 10300' (46000)' 0 (0) 0 (0) (4.a) 90 -040 (-4200) 8000' (22000)' 12800 (17300) 'Indicates Maximum Value "A"Frame 108 -3700 (-16500) 4600 (20000) 16000' (20000)' serlea only 180 -6100 (-36000) 0 (0) 0 (0) 'Indioates Maximum value 1 abr¢ ¢I¢ctronics pox 70,Scarborough.M91118 04070...- Phone(207)663.5151 FAX(207)"3.4409 , _ encmor = ATF ❑ SITTS & HILL ENGINEERS, INC. DESIGNED �L DATE JOB TACOMA,WASHINGTON (206)474-9449 CHECKED DATE SHEET PROJECT --,4--- OF ,�'PF�K t�)I`�li�ivs�ox.6 CCotvS��X�-�1V� 4- 16'/2) x —`Z> ?-� s TD rp L t�'D1�Y D pL is �h�SIGK�t Frc�rx�t= CPI[6 n� us G 7 6 l Ls rpr �• t�"���c_T�D t���4 c.9 F 4Vls.rrL !,3 rap�-I- �,(J�Lc� t� /G�, �� arc. e 23-+t 2- 3 787- �b3 �K� DESIGNED DATE JOB SITTS & HILL ENGINEERS, INC. TACOMA,WASHINGTON (206)474-9449 CHECKED DATE SHEET PROJECT OF 4-- 14Dfl63D - F7v-ote( s r'�LLT 3 S$ � Lzcr �r�i xf c� 1 J Ib jw I f"a = .S Z s d c Ll- 1�( rj Mr = sz �-Lb IFz ` �- z) � tz =3) 1 + 3 4� + z -f-3+4- �) ti +Z -- 3+.S 8KL- SITTS & HILL ENGINEERS, INC. DESIGNED DATE JOB TACOMA,WASHINGTON (206)474-9449 CHECKED DATE SHEET PROJECT 6; OF 6CLlSglClytl � � ��I�U fO'� ��5�-lL'C5 kl�'D�L ®� --WC o.LT -�VT iocw rx - -ft =N p rr .DATA 1 tb"1- D �orlw-o5ou o f I t Z S� x k Ala 5-mrss t hcrrosc, guT TC}TAL- A-ex- VV ? Ldw St'luctunc wlwi�� Co°� Lz>m? 'g2lsdr( CJ�r- 3 VS 24- rMfX 5 r--x5 E�V-pd�r- MF-ME,>YR ST�Pss '� I ucQ s�D M r3u - t 113 G (24> DgFL1Ec�TtoN -TO-F a t= Wrr - w/�lUi�`u►UI CLC�m rr30 4 p,539 -TH i S I s S uc u ►�1u.'j� P,0'-t• l?LZ S�1MM �� ��4ST�NG uJAu- -5t-jffbf�- 1��lfaU,ATX -ra �u oAt `}S�ul Pc 1�1) N111� "CXl.ltMV- S y'S 12b? r SITTS & HILL ENGINEERS, INC. DESIGNED DATE JOB TACOMA,WASHINGTON (206)474-9449 CHECKED DATE SHEET PROJECT OF r oy 5 k Lok M� r MZ �L5 M4 ® S5 r M � 3� 12 r r r 6 8 EXISTING OPENING NORTH SCALE: va•.r-o• I H - - - NEW ANTENNA EXISTING MASONRY TOWER SHIELD EXISTING BRACE EXISTING VERTICAL SUPPORT cq 1 I 1 U 1 Y SCHEMATIC ROOF PLAN ' SITTS S HILL ENGINEERS INC. _ o CIVIL • STRUCTURAL • SURVEYING 2901 SO. 40th ST. TACOMA, WA 98409 x DATE: 9/29/94 FIGURE 1 —. a.a t,:'._w.'�y.:...:L..'.-�..ee .•»a....,:♦::....._-�....... wan'....."L,"_Aerlar'Wi'.. CAP PIPE � ANTENNA � 2 71T O.D. PIPE (EXTRA STRONG) ` 3/16 'fo ` L3x3x1/4x12" LONG EXIST. C8x11.5 � v BOLT ASSEMBLY ' EXIST. TS4x4x 1/4 POST 3/16 PROVIDE 1/4" 0 DRAIN HOLE 1/4"x5"x5" BASE f<' MASONRY ' 3/16 EXIST TS3x3x1/4 BRACE 45' (FIELD VERIFY) i n u G J,l SECTION rn 3/4" U Y NMOUNTING ASSEMBLY o SITTS & HILL ENGINEERS INC. CIVIL • STRUCTURAL• SURVEYING 2901 SO. 40th ST. TACOMA, WA 98409 m DATE: 9/29/94 FIGURE 2 " �1�� SITTS & HILL ENGINEERS, INC. DESIGNED DATE JOB TACOMA,WASHINGTON (206) 474-9449 CHECKED DATE SHEET PROJECTS OF 4" G l urI4 �X15T1 IVG S,r 1 Lt f �A T W � 1Y laU 1� ZZ' A.M76)4 M 4 ejAi � �e �0L r- eD. NC T30-3Y1 GP�rcti wl�cL -tom 57-A-V A,8oU :3 Nir e- AIJ 72FMN�1 4 �=GLCgT ?2ZX Gtt� cG�N�t�� � 1N ►>u� ��Z� C N' r.u�s� u}try b O W 1<<T — 16 lcl z re }-mIG-4"i x4) 924 X3 Z446 6 �v '/4 rt DESIGNED DATE JOB_ -- SITTS & HILL ENGINEERS, INC. TACOMA,WASHINGTON (206)474-9449 CHECKED DATE SHEET PROJECT L OF of Y- Fee F � =�CEN 1 - i e v v_ _ r SITTS & HILL ENGINEERS, INC. DESIGNED DATE JOB TACOMA,WASHINGTON (206)474-9449 CHECKED DATE SHEET PROJECT S'3 OF - -76 � M .SZ� � p� MAYvAUAQ c�.� �rJ�.�" CI13)�-�'�27a/3�Z = 1 d-� ��� �ia7/•c,G l� b c� � � � D iTi 4 A-C Nr - SITTS & HILL ENGINEERS, INC. DESIGNED DATE JOB TACOMA,WASHINGTON (206)474-9449 CHECKED DATE SHEET PROJECT 5--�- OF ID r J kWt19�17V� W�NDe v uJlkL. r _ Gt � A-cmTZ'wlr�l 1,U AV-, l S (n 1.--' W I tiiOL- rv►P7-t W r r 1 - t oruz� <S sr1ZFc. 2- Jtil U �TlCRL �Tie3L ■ I1.1 uj X�U- L cc r ' t)TM- Cco'D e 7 .d4Z !-Yd'D Fs e- r r CAP PIPE 2 71T O.D. PIPE (EXTRA STRONG) ANTENNA 10 EXIST. SHEET METAL FLASHING L30x 1/4x 12" LONG EXIST. CAP UNIT 'U" BOLT ASSEMBLY EXIST. 8x8x16 HOLLOW CORE CMU WALL EXIST. BOND BEAM (FIELD VERIFY) 1/4 .ro (REQ'D BY CODE) L3x3x1/4x1'-6" LONG EXIST. (2) #4 BARS (ASSUMED) W/ (3) 3/8" 0 EPDXY ANCHORS 4 1/2" MIN. EXIST. FLASHING EMBED AT 8" O.C. EXIST. SECURITY EXIST. ROOF MESH SCREEN rU" BOLT ASSEMBLY L3x3x1/4x12A LONG 1/4 EXIST. LEDGER ANGLE ADD (2) ANCHORS (SEE ABOVE) M °' SECTION Nrn 3/,f = 1'-0" U Y NJAIL MOUNTING ASSEMBLY o SITTS & HILL ENGINEERS INC. CIVIL • STRUCTURAL - SURVEYING 2901 SO. 40th ST. TACOMA, WA 98409 in w 3 DATE: 9/29/94 FIGURE a a a a APPENDIX "A" CENTENNIAL BUILDING COMPLETE ANALYSIS RESULTS a a a a a a a a RISA-31) (R) Version 1 . 00 Sitts Hill Engineers , Inc . Job 2901 South 40th Street Page : 1 Tacoma , WA 98409-5697 Date : 9/29/94 CITY OF KENT VIDEO MICROWAVE SYSTEM ---------------------------------------------------------------------------- Units . . . . . . . . . . . . . . . . . . . . . . . . . . . . . US Standard Steel Code. . . . . . . . . . . . . . . . . . . . . . . . AiSC 9th Edition ASD Allowable Stress Increase Factor . . 1 . 333 Include Shear Deformation . . . . . . . . . Yes Number of Segments for Members . . . . 4 Joint Coordinates Joint X Y z Joint N No Coordinate Coordinate Coordinate Temperature ------------------ft------------ft------------ ft--------------xF------------ 1 0 . 000 0 . 000 0 . 000 0 . 00 2 3 . 500 0 . 000 0 . 000 0 . 00 3 0 . 000 6 . 000 0 . 000 0 . 00 4 0 . 000 9 . 000 0 . 000 0 . 00 5 0 . 500 5 . .140 0 . 000 0 . 00 6 0 . 500 D . 000 0 . 000 0 . 00 7 0 . 500 10 . 500 0 . 000 0 . 00 8 -0 . 500 10 . 500 0 . 000 0 . 00 Boundary Conditions Joint +---------- Translation --------+ +---------- Rotation ----------+ --�o Y 7, ix iy iz M -------K/ in-------K/ in-------K/ in------K-ft/rad---K-ft/rad---K-ft/rad--- 1 R R R 2 R R R R R R ------------------------------- Materials Material Young ' s Shear Poisson ' s Thermal Weight Yield Label 'Modulus Modulus Ratio Coef . Density Stress -------------Ksi----------Ksi------------------xF------K/ft3-------Ksi------ STEEL 29000 . 00 11154 . 00 0 . 3000 0 . 65000 0 . 490 36 . 00 Sections Section Database :Material As As I I Torsion Label Shape Label Area yy zz yy zz J -- ------ ---------------- ----- in" 2--------------in"4--------in^4------in'4--- BRACE L3X3X3 STEEL 1 . 09 1 . 111- 1 . 2 0 . 96 0 . 96 0 .01 TCOL TU4X4X4 STEEL 3 . 59 1 . 2 1 . 2 8 . 22 8 . 22 13 . 50 PIPE STEEL 1 . 70 1 . 2 1 . 2 t . 53 1 . 53 49 . 00 . --------- Members , -- Member Joints x Axis Section Pinned Ends? Offsets Inactive? I J K Rotate. Set I --Earl J-End I -End J-End Length --------------------------------------------------in----- in----------------- 1 1 3 TCOI. 6 . 00 2 3 4 TCOL 3 . 00 3 2 5 BRACE 5 . 95 4 5 3 BRACE 0 . 99 y RISA-31) (R) Version 1 . 00 Sitts &- Hill Engineers , Inc . Job ; 2901 South 40th Street Page: 2 Tacoma, WA 98409-5697 Date : 9/29/94 CITY OF KENT VIDEO '.MICROWAVE SYSTEM 5 5 6 PIPE 3 . 86 6 6 7 PIPE 1 . 50 7 4 6 PIPE PINNED 0 . 50 8 7 8 PIPE 1 . 00 AISC Parameters --- ------------ -------- Memb Joints Lb Lb K K Cm Cm Sway No I J yy zz Lc yy zz yy zz Cb y z -------------------ft------ft------ft--------------------------------------- 1 1 3 2 3 4 3 2 5 4 5 3 5 5 6 6 6 7 7 4 6 ME 8 7 8 Basic Load Case Data BLC Basic Load Case Load Type Totals ` o . Description `;octal Point Dist . _--__---- 1 existing dead load wl+w2 1 2 ant (11 w3+w4 2 3 exist wind load pl and p2 1 ] 4 added wind load wwl 1 5 torsion wind 3 Joint Loads/Enforced Displacements , BLC 1 Joint Is this a Load or Direction Number a Displacement? (X, Y , Z ,Mx ,My ,Mz ) Magnitude -------------------------------- ------- - --------------- -K,K-ft , in , rad--------- 4 L Y -6 . 730 ---'---'---''--' Joint Loads/Enforced Displacements , BLC 2 Joint Is this a Load or Direction `dumber a Displacement? (X-Y , Z ,Mx M-- MZ ) Magnitude --------------------------- ------ -- --------K,K- t , in, rad--------- 8 L Y -0 . 045 7 L Y -0 . 360 Joint Loads/Enforced Displacements , BLC 3 Joint Is this a Load or Direction N-imber a Displacement' N1 mz ) '.Magnitude -------------------------- -------------- - ---------K,K-ft , in, rad--------- 4 L X 1 . 890 RISA-3D (R) Version 1 . 00 Sitts Hill Engineers , Inc . Job ; 2901 South 401h Street Page : 3 Tacoma, WA 98409-5697 Date : 9/29/94 CITY OF KENT VIDEO MICROWAVE SYSTEM ------------''''-- :Member Point Loads , BLC 3 >------------------------ ;Member Joints Number IJ Direction MagT1itude Location ------------------ ------------------K , K-ft-----------ft or %--------------- 1 1 3 y -1 . 890 1 . 000 Joint Loads/Enforced Displacements , BLC 4 Joint Is this a Load or Direction Number a Displacement ? (K ,Y , Z ,Mx ,Nty,Mz ) Magnitude ----------- --- ----------------------- -- -----K,K-ft , in, rad--------- 8 L x 0 . 240 Joint Loads/Enforced Displacements , BLC 5 Joint Is this a Load or Direction umber a Displacement? (N , Y , Z ,Mx ,My ,Mz) Magnitude-------------------- --------------------------------- - t , in, ra --------- 8 L- X -0 . 850 8 L My 0 . 052 Load Patterns , ------------------------------ Pattern Magnitudes Locations Label Dir Start End Start End F-------------------K/ft , ----------K/ft , F---------- o/------- ft or ft or %--- U IFORM Y -1 . 000 -1 . 000 0 . 000 0 . 000 < Load Combinations Spectra Facs WPE No . Description--- BLC--Fac BLC --Fac--BLC- Fac--BLC --Fac----A-----B_-_Sdv -1-1. 1 1 1+2 1 1 2 l 3 1+3 1 1 3 1 4 1+2+3+4 1 1 2 1 3 1 4 1 5 1+2+3+5 1 1 2 1 3 -1 5 1 Joint Displacements , LC 1 : 1 >_______--------"'--- TOint +---------- Translation --------+ +----------- Rotation ----------+ � o • K Y z X Rotate Y Rotate Z Rotate ------------in---------in---------in----------rad--------rad--------rad------ 1 0 . 000 -0 . 000 0 . 000 0 . 000 0 . 000 0 . 000 -0 . 000 -0 . 000 0 . 000 0 . 000 0 . 000 0 . 000 3 -0 . 008 -0 . 005 0 . 000 0 . 000 0 . 000 0 . 000 4 -0 . 016 -0 . 007 0 . 000 0 . 000 0 . 000 0 . 000 5 -0 . 008 -0 . 004 0 . 000 0 . 000 0. 000 0 .000 6 -0 . 016 -0 . 005 0 . 000 0 . 000 0 . 000 0 . 000 7 -0 . 020 -0 . 005 0 . 000 0 . 000 0 . 000 0 . 000 8 -0 . 020 -0 . 007 0 . 000 0 . 000 0 . 000 0 . 000 RISA-31) (R) Version 1 . 00 Sitts & Hill Engineers , Inc . Job 2901 South 40th Street Page : 4 Tacoma, WA 98409-5697 Date : 9/29/94 CITY OF KENT VIDEO MICROWAVE SYSTEM ------ -__< Story Drift , LC Story +--- X Direction ---+ +--- Y Direction ---+ +--- Z Direction ---+ No . Joint Drift % of Ht Joint Drift % of Iit Joint Drift % of Ht ---------- in----------- Reactions , LC 1 : 1 Joint +----------- Forces -----------+ +----------- ;Moments ----------+ No . X Y Z Mx My Mz -----------K----------K----------K-----------K-ft-------K-ft-------K-ft----- 1 -0 . 00 6 . 72 0 . 00 0 . 00 0 . 00 0 . 00 2 0 . 00 0 . 01 0 . 00 0 . 00 0 . 00 -0 .02 Totals : 0 . 00 6 . 73 0 . 00 0 . 00 0 . 00 -0 . 02 Member Section Forces , LC 1 : 1 Member Joints Shear Shear Moment Moment No . I - J Sec Axial y-y Z-Z Torque y-y z-z ---------------------K--------K- -------K-------K-ft-------K-ft-------K-ft--- 1 1- 3 1 6 . 72 0 . 00 0 . 00 0 . 00 0 . 00 0 .00 2 6 . 72 0 . 00 0 . 00 0 . 00 0 . 00 -0 . 00 3 6 . 72 0 . 00 0 . 00 0 . 00 0 . 00 -0 . 01 4 6 . 72 0 . 00 0 . 00 0 . 00 0 . 00 -0 . 01 5 6 . 72 0 . 00 0 . 00 0 . 00 0 . 00 -0 . 02 ------------ ------------- --- 2 3- 4 I 6 . 52 0 . 01 0 . 00 0 . 00 0 . 00 0 . 0.0o 2 6 . 52 0 . 01 0 . 00 0 . 00 0 . 00 -0 .09 3 6 . 52 0 . 01 0 . 00 0 . 00 0 . 00 -0 . 09 4 6 . 52 0 . 01 0 . 00 0 . 00 0 . 00 -0 . 10 5 6 . 52 0 . 01 0 . 00 0 . 00 0 . 00 -0 . 10 ---------------------------------------------------- 3 2- 5 1 0 . 00 O . OL 0 . 00 0 . 00 0 . 00 0 . 02 2 0 . 00 0 . 01 0 . 00 0 . 00 0 . 00 0 . 01 3 0 . 00 0 . 01 0 . 00 0 . 00 0 . 00 0 . 00 4 0 . 00 0 . 01 0 . 00 0 . 00 0 . 00 -0 . 01 5 0 . 00 0 . 01 0 . 00 0 . 00 0 . 00 0 . 01 --------------- ------------------ ----------------------- --- ------ 4 5- 3 1 -0 . 17 -0 . 10 0 . 00 0 . 00 0 . 00 -0 . 04 N 2 -0 . 17 -0 . 10 0 . 00 0 . 00 0 . 00 -0 . 01 3 -0 . 17 -0 . 10 0 . 00 0 . 00 0 . 00 0 . 01 4 -0 . 17 -0 . 10 0 . 00 0 . 00 0 . 00 0 . 04 5 -0 . 17 -0 . 10 0 . 00 ---0 . 00------ -0 . 00-------0 . 06 5 5- C 1 0 . 21 -0 . 01 0 . 00 0 . 00 0 . 00 -0 . 03 2 0 . 21 -0 . 01. 0 . 00 0 . 00 0 . 00 -0 . 02 3 0 . 21 -0 . 01 0 . 00 0 . 00 0 . 00 -0 . 01 4 0 . 21 -0 . 01 0 . 00 0 . 00 0 . 00 -0 . 01 5 0 . 21 -0 . 01 0 . 00 0 . 00 0 . 00 0 . 00 ------- s 6- 1 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0. 00 RISA-31) (R) Version 1 . 00 Sitts Hill Engineers , Inc . Job : 2901 South 40t.h Street Pale : 5 Tacoma, WA 98409-5697 Date : 9/29/04 CITY OF KENT VIDEO MICROWAVE SYSTEM 4 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 5 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 ---------------------------------------------------------------------------- 7 4- 6 1 -0 . 01 -0 . 21 0 . 00 0 . 00 0 . 00 -0 . 10 2 -0 . 01 -0 . 21 0 . 00 0 . 00 0 .00 -0 . 08 3 -0 . 01 -0 . 21 0 . 00 0 . 00 0 . 00 -0 . 05 4 -0 . 01 -0 . 21 0 . 00 0 . 00 0 . 00 -0 . 03 5 -0 . 01 -0 . 21 0 . 00 0 . 00 0 . 00 -0 . 00 -------------------------- ---------- -- --- ---- -------------- ----------------- 8 7- 8 1 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 5 ----O O . QO 0 . 00 000 ---------------------------- ---- --- ------- - Member Stresses , LC 1 : 1 Member Joints Shear Shear +------------ Bending ------------+ No . I - J Sec Axial y-y- z-z y- top Y-bot z-top z-bot ---1- ---1- - ------Ksi ----Ksi ---- -Ksi ------Ksi ------Ksi ------Ksi ------Ksi ---- 3 t 1 . 87 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 1 . 87 0 . 00 0 . 00 0 . 01 -0 . 01 0 . 00 0 . 00 3 1 . 87 0 . 00 0 . 00 0 . 03 -0 . 03 0 . 00 0 . 00 4 1 . 87 0 . 00 0 . 00 0 . 04 -0 . 04 0 . 00 0 . 00 5 1 . 87 0 . 00 0 . 00 O . OG -0 . 06 0 . 00 0 . 00 2 3- 4 1 1 . 82 0 . 00 0 . 00 0 . 24 -0 . 24 0 . 00 0 . 00 2 1 . 82 0 . 00 0 . 00 0 . 26 -0 . 26 0 . 00 0 . 00 3 1 . 82 0 . 00 0 . 00 0 . 27 -0 . 27 0 . 00 0 . 00 4 1 . 82 0 . 00 0 . 00 0 . 29 -0 . 29 0 . 00 0 . 00 5 1 . 82 0 . 00 0 . 00 0 . 30 -0 . 30 0 . 00 0 . 00 - -- ---------- - ------------------------ ------ -------------------------------- 3 2- 5 1 0 . 00 0 . 01 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 0 . 00 0 . 01 0 . 00 0 . 00 0 .00 0 . 00 0 . 00 3 0 . 00 0 . 01 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 0 . 00 0 . 01 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 5- 3 1 -0 . 16 -0 . 22 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 -0 . 16 -0 . 22 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 -0 . 1G -0 . 22 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 -0 . 16 -0 . 22 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 5 -0 . 16 -0 . 22 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 - -5 5----6 1 0 . 12 -0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 - 0 . 00 2 0 . 12 -0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 0 . 12 -0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 0 . 12 -0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 5 0 . 1.2 -0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 -------------------------------------- _---------------------------------------- 6 6- 7 1 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0. 00 RISA-31) (R) Version 1 . 00 Sitts & Hill Engineers , Inc . Job 2901 South 40th Street Page : 6 Tacoma, WA 98409-5697 Date : 9/29/94 CITY OF KENT VIDEO MICROWAVE SYSTEM 2 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 5 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 7 4- 6 1 -0 . 00 -0 . 15 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 -0 . 00 -0 . 15 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 -0 . 00 -0 . 15 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 -0 . 00 -0 . 15 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 50 . 00 --- ---_---- --- -- ------ ---- ------- - ----------0�00- 8 7- 8 1 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 2 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 3 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 4 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 5 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 - - ----- ---------------------- -- ----- -- -- - ----- - -- - -------------- - - ----------- Member Deflections , LC I : 1 Member Joints +------ Translation ------+ +-------- Rotation ---------- No . I - J Sec x I z x Rotate y Rotate z Rotate --------- ------------- in------- in----- -- in--------rad-------rad-------rad--- 1 1- 3 1 0 . 0000 0 . 0000 0 . 0000 0 . 0000 0 . 0000 0 . 0001 2 -0 . 0012 0 . 0018 0 . 0000 0 . 0000 0 . 0000 0 . 0001. 3 -0 . 0023 0 . 0037 0 . 0000 0 . 0000 0 . 0000 0 . 0001 4 -0 . 003.5 0 . 00.58 0 . 0000 0 . 0000 0 . 0000 0 . 000.1 5 - ---- --- - -- - 0_0000-----0_0000----0_ 0000---- 0_0001 - --- ---- 2 3- 4 1 -0 . 0047 0 . 008t 0 . 0000 0 . 0000 0 . 0000 0 . 0001 2 -0 . 0052 0 . 0094 0 . 0000 0 . 0000 0 . 0000 0 . 0002 3 -0 . 0058 0 . 0112 0 . 0000 0 . 0000 0 . 0000 0 . 0002 4 -0 . 0063 0 . 0132 0 . 0000 0 . 0000 0 . 0000 0 . 0003 5 -0 . 0069 0 . 0t39 0 . 0000 0 . 0000 0 . 0000 0 . 0003 --- ------------- -------- - - ---- --- - ----- -- -------------- - ------ ------ 3 2-- 5 1 0 . 0000 0 . 0000 0 . 0000 0 . 0000 0 . 0000 0 . 0000 2 -0 . 0000 -0 . 0011 0 . 0000 0 . 0000 0 . 0000 -0 . 0001 3 -0 . 0000 -0 . 0038 0 . 0000 0 . 0000 0 . 0000 -0 . 0002 4 -0 . 0000 -0 . 0067 0 . 0000 0 . 0000 0 . 0000 -0 . 0002 5 -0 . 0000 -0 . 0088 0 . 0000 0 . 0000 0 . 0000 -0 . 0001 --------------------------------------- ----- -------..-- ----- ---------------------- 4 5- 3 1 -0 . 0000 -0 . 0088 0 . 0000 0 . 0000 0 . 0000 -0 . 0001 2 -0 . 0000 -0 . 0089 0 . 0000 0 . 0000 0 . 0000 -0 . 0000 3 0 . 0000 -0 . 0089 0 . 0000 0 . 0000 0 . 0000 -0 . 0000 4 0 . 0000 -0 . 0090 0 . 0000 0 . 0000 0 . 0000 -0 . 0000 5 0 . 0000 -0 . 0093 0 . 0000 0 . 0000 0 . 0000 -0 . 0001 ---------------------------------------------------------------------------- 5 5- 6 1 -0 . 0045 0 . 0076 0 . 0000 0 . 0000 0 . 0000 0 . 0001 2 -0 . 0045 0 . 0089 0 . 0000 0 . 0000 0 . 0000 0 . 0001. 3 -0 . 0046 0 . 0109 0 . 0000 0 . 0000 0 . 0000 0 . 0002 4 -0 . 0046 0 . 0133 0 . 0000 0 . 0000 0 . 0000 0 . 0002 5 -0 . 0047 0 . 0159 0 . 0000 0 . 0000 0 . 0000 0 . 0002 RISA-all (R) Version 1 . 00 S i t. t s & Hi l l Engineers , Inc . Job -,m South 40th Street Page : 7 Tacoma , WA 98409-5697 Date : 9/29/94 CITY OF KEN'T VIDEO MICROWAVE SYSTEM ---------------------------------- - -- ---------------------------------------- 6 6- 7 1 -0 . 0047 0 . 0159 0 . 0000 0 . 0000 0 . 0000 0 .0002 2 0 . 0047 0 . 0170 0 . 0000 0 . 0000 0 . 0000 0 .0002 3 -0 . 0047 0 . 0180 0 . 0000 0 . 0000 0 . 0000 0 . 0002 4 0 . 0047 0 . 01-01 0 . 0000 0 . 0000 0 . 0000 0 . 0002 5 -0 . 0047 0 . 0201 0 . 0000 0 . 0000 0 . 0000 0 .0002 ----------------------------------------------------------------------- 7 4- 6 1 -0 . 0159 -0 . 0069 0 . 0000 0 . 0000 0 . 0000 0 . 0003 2 -0 . 0159 -0 . 0064 0 . 0000 0 . 0000 0 . 0000 0 . 0003 3 -0 . 0159 -0 . 0059 0 . 0000 0 . 0000 0 . 0000 0 . 0003 4 -0 . 0159 --0 . 0053 0 . 0000 0 . 0000 0 . 0000 0 . 0003 5 -0 . 0159 -0 . 0047 0 . 0000 0 . 0000 0 . 0000 0 . 0002 ------------------------- -------- -- ---- --- ----------- --------------------- ----- ' 8 7- 8 1. 0 . 0201 -0 . 0047 0 . 0000 0 . 0000 0 . 0000 -0 . 0002 2 0 . 0201 -0 . 0053 0 . 0000 0 . 0000 0 . 0000 0 . 0009" 3 0 . 0201 -0 . 0060 0 . 0000 0 . 0000 0 . 0000 -0 . 0002 4 0 . 0201 --0 . 0067 0 . 0000 0 . 0000 0 . 0000 -0 . 0002 5 0 . 0201 -0 . 0074 0 . 0000 0 . 0000 0 . 0000 -0 . 0002 !Member RISC Unit;,,- Checks , LC 1 . 1 !,lumber Joints Unity Shear Fh Fb Cm Cm `:o . I - J Chk Loc C}ik Loc Fa 5J zz Cb yy zz Eqn . ---------------------------- ----------Ksi ---hsi ---Ksi ----------------------- 1 1 ' 0 . 102 5 0 . 000 ly 1.8 . 5G 23 . 76 23 . 76 1 . 00 0 . 60 0 . 60 I11-1 2 3 4 0 . 101 5 0 . 000 ly 20 . 36 23 . 76 23 . 76 1 . 00 0 . 60 0 . 92 H1-1 3 2 5 - Unity check not calculated - 4 5 3 - Unity check not calculated - 5 5 6 - Unity check not calculated - 6 6 7 - Unity check not calculated - 7 4 6 - Unity check not calculated - 7 8 - Unity check not calculated - ____________________< Joint Displacements , LC 2 : 1+2 Joint +----- ---- Translation ---- --- -+ +------------ Rotation ----------- '�o . K Y Z X Rotate Y Rotate Z Rotate - ----------in - -------- in----------- in- __..-------rad---------rad--------rad------ 1 -0 . 000 -0 . 000 0 . 000 0 . 000 0 . 000 0 . 000 2 0 . 000 -0 . 000 0 . 000 0 . 000 0 . 000 0 . 000 3 -0 . 008 -0 . 005 0 . 000 0 . 000 0 . 000 0 . 000 4 -0 . 010 -0 . 007 0 . 000 0 . 000 0 . 000 0 . 000 -0 . 010 -0 . 006 0 . 000 0 . 000 0 . 000 -0 . 000 6 -0 . 010 -0 . 007 0 . 000 0 . 000 0 . 000 0 . 000 7 -0 . 016 -0 . 007 0 . 000 0 . 000 0 . 000 0 . 000 8 -0 . 016 -0 . 013 0 . 000 0 . 000 0 . 000 0 . 001 low RISA-31) (R) Version 1.00 Sitts Hill Engineers, Inc. Job 2901 South 40th Street Page: 9 �I Tacoma, WA 98409-5697 Date: 9/29/94 CITY OF KENT VIDEO MICROWAVE SYSTEM 4 0.41 0.00 0.00 0.00 0.00 -0.05 5 0.41 0.00 0.00 0.00 0.00 -0.05 ---------------------------------------------------------------------------- 7 4- 6 1 0.01 -0.05 0.00 0.00 0.00 -0.02 2 0.01 -0.05 0.00 0.00 0.00 -0.02 3 0.01 -0.05 0.00 0.00 0.00 -0.01 4 0.01 -0.05 0.00 0.00 0.00 -0.01 5 0.01 -0.05 0.00 0.00 0.00 0.00 ---------------------------------------------------------------------------- 8 7- 8 1 0.00 0.05 0.00 0.00 0.00 0.05 2 0.00 0.05 0.00 0.00 0.00 0.03 3 0.00 0.05 0.00 0.00 0.00 0.02 4 0.00 0.05 0.00 0.00 0.00 0.01 5 ---------------------------------------------------------------------------- 0.00 0.05 0.00 0.00 0.00 0.00 ;Member Stresses, LC 2 : 1+2 Member Joints Shear Shear +------------ Bending ------------+ No. I- J Sec Axial y-y z-z y-top y-bot z-top z-hot - ---------------------Ks i ----Ks i ----Ks i - ----Ks i--------Ks i------Ks i------Ks i ---- 1 1- 3 1 1.97 -0.01 0.00 0.00 0.00 0.00 0.00 2 1.97 -0.01 0.00 -0.06 0.06 0.00 0.00 3 1.97 -0.01 0.00 -0.13 0.13 0.00 0.00 4 1.97 -0.01 0.00 -0.19 0.19 0.00 0.00 5 1.97 --0.01. 0.00 -0.26 0.26 0.00, 0.00 ---------------------------------------------------------------------------- 2 3- 4 1 1.86 -0.00 0.00 0.14 -0.14 0.00 0.00 2 1.86 -0.00 0.00 0.12 -0.12 0.00 0.00 3 1.86 -0.00 0.00 0.11 -0.11 0.00 0.00 4 1.86 -0.00 0.00 0.09 -0.09 0.00 0.00 5 1.86 -0.00 0.00 0.07 -0.07 0.00 0.00 3 2- 5 1 - 0.05 0.03 0.00 0.00 0.00 0.00 0.00 2 0.05 0.03 0.00 0.00 0.00 0.00 0.00 3 0.05 0.03 0.00 0.00 0.00 0.00 0.00 4 0.05 0.03 0.00 0.00 0.00 0.00 0.00 5 0.05 0.03 0.00 0.00 0.00 0.00 0.00 ---------------------------------------------------------------------------- 4 5- 3 1 -0.31 -0.44 0.00 0.00 0.00 0.00 0.00 2 -0.31 -0.44 0.00 0.00 0.00 0.00 0.00 3 -0.31 -0.44 0.00 0.00 0.00 0.00 0.00 4 -0.31 -0.44 0.00 0.00 0.00 0.00 0.00 5 -0.31 -0.44 0.00 0.00 0.00 0.00 0.00 ---------------------------------------------------------------------------- 5 5- 6 1 0.27 0.01 0.00 0.00 0.00 0.00 0.00 2 0.27 0.01 0.00 0.00 0.00 0.00 0.00 3 0.27 0.01 0.00 0.00 0.00 0.00 0.00 4 0.27 0.01 0.00 0.00 0.00 0.00 0.00 5 0.27 0.01 0.00 0.00 0.00 0.00 0.00 ---------------------------------------------------------------------------- 6 6- 7 1 0.24 0.00 0.00 0.00 0.00 0.00 0.00 RISA-31) (R) Version 1.00 Sitts & Hill Engineers, Inc. Job 2901 South 40th Street Page: 10 Tacoma, WA 98409-5697 Date: 9/29/94 CITY OF KENT v I DEO MICROWAVE SYSTEM 2 0.24 0.00 0.00 0.00 0.00 0.00 0.00 3 0.24 0.00 0.00 0.00 0.00 0.00 0.00 4 0.24 0.00 0.00 0.00 0.00 0.00 0.00 5 0.24 0.00 0.00 0.00 0.00 0.00 0.00 _ __ 7 4- 6 1 0.00 -0.03 0.00 0.00 ----- 0.00 0.00 0.00 2 0.00 -0.03 0.00 0.00 0.00 0.00 0.00 3 0.00 -0.03 0.00 0.00 0.00 0.00 0.00 4 0.00 -0.03 0.00 0.00 0.00 0.00 0.00 5 0.00 -0.03 0.00 0.00 0.00 -- 0.00 0.00 8 7- 8 1 0.00 --------------------- 0.03 0.00 0.00 0.00 0.00 0.00 2 0.00 0.03 0.00 0.00 0.00 0.00 0.00 3 0.00 0.03 0.00 0.00 0.00 0.00 0.00 4 0.00 0.03 0.00 0.00 0.00 0.00 0.00 ---------------------------------------------------------------------------- 5 0.00 0.03 0.00 0.00 0.00 0.00 0.00 - Member Deflections, LC 2 : 1+2 -Member Joints +------ Translation -- ----+ +-------- Rotation---------1 Rotate No. I- J Sec x y z x Rotate y Rotate z in ------- in ------- in -------- rad------- rad------- rad--- ---------------------- 1 1- 3 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0002 2 -0.0012 0.0030 0.0000 0.0000 0.0000 0.0002 3 -0.0024 0.0057 0.0000 0.0000 0.0000, 0.0001 4 -0.0037 0.0076 0.0000 0.0000 0.0000 0.0001 5 -0.0049 0.0084 0.0000 0.0000 0.0000 0.0000 2 3- 4 ---------------------------------- 1 -0.0049 0.0084 0.0000 0.0000 0.0000 0.0000 2 -0.0055 0.0085 0.0000 0.0000 0.0000 0.0000 3 -0.0060 0.0089 0.0000 0.0000 0.0000 0.0000 4 -0.0066 0.0094 0.0000 0.0000 0.0000 0.0001 5 -0.0072 0.0101 0.0000 0.0000 0.0000 0.0001 -------------------------------------------------------- 3 2- 5 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2 -0.0000 -0.0025 0.0000 0.0000 0.0000 -0.0002 3 -0.0001 -0.0075 0.0000 0.0000 0.0000 -0.0003 4 -0.0001 -0.0110 0.0000 0.0000 0.0000 -0.0002 5 -0.0001 -0.0121 0.0000 0.0000 0.0000 0.0002 --------------------------------------------------- 4 5- 3 1 -0.0001 -0.0121 0.0000 0.0000 0.0000 0.0002 2 -0.0001 -0.0114 0.0000 0.0000 0.0000 0.0003 3 -0.0001 -0.0105 0.0000 0.0000 0.0000 0.0003 4 -0.0001 -0.0099 0.0000 0.0000 0.0000 0.0002 5 -0.0000 -0.0097 0.0000 0.0000 0.0000 --- -0.0000 -------------------------------------------------- 5 5- 6 1 -0.0062 0.0104 ---- 0.0000 0.0000 0.0000 -0.0002 2 -0.0063 0.0088 0.0000 0.0000 0.0000 -0.0001 3 -0.0064 0.0080 0.0000 0.0000 0.0000 -0.0000 0.0001 4 -0.0065 0.0084 0.0000 0.0000 0.0000 0.0000 0.0002 5 -0.0067 0.0101 0.0000 0.0000 f V- RISA-31) (R) Version 1.00 Sitts & Hill Engineers, Inc. Job 2901 South 40th Street Page: 12 Tacoma, WA 98409-5697 Date • 9/29/94 CITY OF KENT VIDEO MICROWAVE SYSTEM Story Drift, LC 3 : 1+3 Story +--- K Direction ---+ +--- Y Direction ---+ +--- Z Direction ---+ No. Joint Drift % of Mt Joint. Drift % of Ht Joint Drift % of Ht --------------- in ---------------------- in ---------------------- in----------- '________________________! Reactions, LC 3 . 1+3 ---------- Joint +----------- Forces ------------+ +----------- :Moments ----------- No. K Y Z Mx My LIZ ----------- K---------- K---------- K----------- K-£t------- K-ft------- K-ft----- 1 -0.80 1.19 0.00 0.00 0.00 0.00 ° -2.98 5.54 0.00 0.00 0.00 -0.47 Totals: -'3.73 6.73 0.00 0.00 0.00 -0.47 !Member Section Forces, LC 3 : 1+3 ,-`----------------- Member Joints Shear Shear Moment 'Moment `�o. I - J Sec Axial Y-Y Z-Z Torque y-y Z-Z --------------------K -------- K-------- K------- K-ft------- K-ft------- K-ft---- 1 1- 3 1 1.19 0.80 0.00 0.00 0.00 0.00 2 1.19 -1.09 0.00 0.00 0.00 -0.26 3 1.19 -1.09 0.00 0.00 0.00 1.37 4 1.1.9 -1.09 0.00 0.00 0.00 3.00 5 1.19 -1.09 0.00 0.00 0.00 4.63 2 3- 4 1 3.66 1.81 0.00 0.00 - 0.00 3.90 2 3.66 1.81 0.00 0.00 0.00 2.54 3 3.66 1.81 0.00 0.00 0.00 1.18 4 3.66 1.81 0.00 0.00 0.00 -0.18 ---------------------------------------------------------------------------- 5 3.66 1.81 0.00 0.00 0.00 -1.54 3 2- 5 1 6.28 0.22 0.00 0.00 0.00 0.47 2 6.28 0.22 0.00 0.00 0.00 0.15 3 6.28 0.22 0.00 0.00 0.00 -0.18 4 6.28 0.22 0.00 0.00 0.00 -0.50 ---------------------------------------------------------------------------- 5 6.28 0.22 0.00 0.00 0.00 -0.83 4 5- 3 1 3.59 -1.27 0.00 0.00 0.00 -0.53 2 3.59 -1.27 0.00 0.00 0.00 -0.21 3 3.59 -1.27 0.00 0.00 0.00 0.10 4 3.59 -1.27 0.00 0.00 0.00 0.42 ---------------------------------------------------------------------------- 5 3.59 -1.27 0.00 0.00 0.00 0.73 5 5- G 1 3.07 0.08 0.00 0.00 0.00 0.30 2 3.07 0.08 0.00 0.00 0.00 0.23 3 3.07 0.08 0.00 0.00 0.00 0.15 4 3.07 0.08 0.00 0.00 0.00 0.08 5 3.07 0.08 0.00 0.00 0.00 0.00 6 6- 7 1 0.00 0.00 0.00 0.00 ------------- 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 Sitts & Hill Engineers, 2901 South 40th Street Tacoma, WA 95409-5697 CITY OF KE T VIDEO MICROTWAVE SYSTEM RISA-31) (R) Version 1.00 Inc. Job . Page. 1.3 Date: 9/29/94 4 0.00 0.00 0.00 0.00 0.00 0.00 5 0.00 0.00 0.00 0.00 0.00 0.00 ---------------------------------------------------------------------------- 7 4- 6 1 0.08 -3.07 0.00 0.00 0.00 -1.54 2 0.08 -3.07 0.00 0.00 0.00 -1.15 3 0.08 -3.07 0.00 0.00 0.00 -0.77 4 0.08 --3.07 0.00 0.00 0.00 -0.38 5 0.08 -3.07 0.00 0.00 0.00 -0.00 ---------------------------------------------------------------------------- 8 7- 8 1 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 5 ---------------------------------------------------------------------------- 0.00 0.00 0.00 0.00 0.00 0.00 Member Stresses, LC 3 : 1+3 `ember Joints Shear Shear +------------ Bending ------------+ No. I- J Sec Axial Y-y z-z y-top y-bot z-top z-bot -------------------- Ks:i---- Ksi---- Ksi----- Ksi------ Ksi------ Ksi------ Ksi---- 1 1- 3 1 0.33 0.48 0.00 0.00 0.00 0.00 0.00 2 0.33 -0.65 0.00 0.76 -0.76 0.00 0.00 3 0.33 -0.65 0.00 -4.00 4.00 0.00 0.00 4 0.33 -0.65 0.00 -8.76 8.76 0.00 0.00 5 0.33 -0.65 0.00 -13.52 13.52 0.00 0.00 ---------------------------------------------------------------------------- 2 3- 4 1 1.02 1.09 0.00 -11.39 11.39 0.00 0.00 2 1.02 1.09 0.00 -7.42 7.42 0.00 0.00 3 1.02 1.09 0.00 -3.45 3.45 0.00 0.00 4 1.02 1.09 0.00 0.52 -0.52 0.00 0.00 5 1.02 1.09 0.00 4.48 -4.48 0.00 0.00 ---------------------------------------------------------------------------- 3 2- 5 1 5.76 0.47 0.00 0.00 0.00 0.00 0.00 2 5.76 0.47 0.00 0.00 0.00 0.00 0.00 3 5.76 0.47 0.00 0.00 0.00 0.00 0.00 4 5.76 0.47 0.00 0.00 0.00 0.00 0.00 ---------------------------------------------------------------------------- 5 5.76 0.47 0.00 0.00 0.00 0.00 0.00 4 5- 3 1 3.29 -2.70 0.00 0.00 0.00 0.00 0.00 2 3.29 -2.70 0.00 0.00 0.00 0.00 0.00 3 3.29 -2.70 0.00 0.00 0.00 0.00 0.00 4 3.29 -2.70 0.00 0.00 0.00 0.00 0.00 5 3.29 -2.70 0.00 0.00 0.00 0.00 0.00 ---------------------------------------------------------------------------- 5 5- 6 1 1.81 0.06 0.00 0.00 0.00 0.00 0.00 2 1.81 0.06 0.00 0.00 0.00 0.00 0.00 3 1.81 0.06 0.00 0.00 0.00 0.00 0.00 4 1.81 0.06 0.00 0.00 0.00 0.00 0.00 ----------------------------------------------------------------------------- 5 1.81 0.06 0.00 0.00 0.00 0.00 0.00 6 6- 7 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 RISA-31) (R) Version 1.00 � i t t- f�. Ili 11 Engineers, In(-. Job �i)01 South 40th Street Page: 14 Tacoma, WA 98409-5607 Date: 9/29/94 IT?` OI' K NT I DEO MICROWAVE SYSTEM 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -----------------------------`---- 7 4- 6 1 0.05 -21• 17 0.00 0.00 0.00 0.00 0.00 2 0.05 -2.17 0.00 0.00 0.00 0.00 0.00 3 0.05 -2.17 0.00 0.00 0.00 0.00 0.00 4 0.05 --2.17 0.00 0.00 0.00 0.00 0.00 5 0.05 -2.17 0.00 0.00 0.00 0.00 0.00 - ----------- 8 7- 8 1 -------------- 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 0.O') 0.00 0.00 0.00 0.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Member Deflections, LC 3 1+3 Member Joints +------ Translation -----+ +-------- Rotation ---------+ J Sec x y z x Rotate y Rotate z Rotate ---------------------- in ------- in--------in--------ra+l ------- rad--------rad--- 1 1- 3 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0006 2 -0.000" 0.015q 0.0000 0.0000 0.0000 0.0010 3 -0.0004 0.0324 0.0000 0.0000 0.0000 0.0006 4 -0.0006 0.0266 0.0000 0.0000 0.0000 -0.0014 5 -0.0008 -0.0207 0.0000 0.0000 0.0000 -0.0049 --------------------------------- 2 3- 4 1 -0.0008 -0.0297 0.0000 0.0000 0.0000 -0.0049 2 -0.0011 -0.0809 0.0000 0.0000 0.0000 -0.0065 3 -0.0015 -0.1.438 0.0000 0.0000 0.0000 -0.0074 4 -0.0018 -0.2120 0.0000 0.0000 0.0000 -0.0076 5 -0.0021 -0.2794 0.0000 0.0000 0.0000 -0.0071 --------------------------------- 3 2- 5 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2 -0.0035 -0.0260 0.0000 0.0000 0.0000 -0.0024 3 -0.0071 -0.0726 0.0000 0.0000 0.0000 -0.0023 4 -0.0.106 -0.0945 0.0000 0.0000 0.0000 0.0003 5 -0.0142 -0.0463 0.0000 0.0000 0.0000 0.0055 ------------ 4 5- 3 ---------------------- 1 -0.0143 -0.0463 -- 0.0000 0.0000 0.0000 0.0050 2 -0.0146 -0.0284 0.0000 0.0000 0.0000 O.00F2 3 -0.0149 -0.0094 0.0000 0.0000 0.0000 0.0064 4 -0.0153 0.0091. 0.0000 0.0000 0.0000 0.0060 5 -0.0156 0.0252 0.0000 0.0000 0.0000 0.0049 ------------------------------ 5 5- 6 1 -0.0356 ---- ------ 0.0328 0.0000 0.0000 0.0000 -0.0055 2 -0.0363 -0.0355 0.0000 0.0000 0.0000 -0.0063 3 -0.0370 -0.1121 0.0000 0.0000 0.0000 -0.0069 4 -0.0378 -0.1.944 0.0000 0.0000 0.0000 -0.0073 5 -0.0385 -0.2794 0.0000 0.0000 0.0000 -0.0074 RISA-3D (R) Version 1.00 Sitts & Hill Engineers, Inc. Job 2901 South 40th Street. Page: 15 Tacoma, WA 98409-5697 Date: 9/29/94 CITY OF KENT VIDEO MICROWAVF. SYSTEM 6 6- 7 1 -0.0335-0.2794 0.0000 0.0000 0.0000 -0.0074 2 -0.0385-0.3126 0.0000 0.0000 0.0000 -0.0074 3 -0.0385-0.3457 0.0000 0.0000 0.0000 -0.0074 4 -0.0385-0.3789 0.0000 0.0000 0.0000 -0.0074 5 -0.0383-0.4121 0.0000 0.0000 0.0000 -0.0074 --------------------------------------------------------------------------- 7 4- 6 1 0.2794-0.0021 0.0000 0.0000 0.0000 -0.0071 2 0.2794-0.0128 0.0000 0.0000 0.0000 -0.0067 3 0.2794-0.0221 0.0000 0.0000 0.0000 -0.0066 4 0.2794-0.0304 0.0000 0.0000 0.0000 -0.0068 5 0.2794-0.0395 0.0000 0.0000 0.0000 -0.0074 8 7- 8 1 ---------------- -0.4121-0.0385 0.0000 0.0000 0.0000 0.0074 2 -0.4121-0.0164 0.0000 0.0000 0.0000 0.0074 3 -0.4121 0.0057 0.0000 0.0000 0.0000 0.0074 4 -0.4121 0.0278 0.0000 0.0000 0.0000 0.0074 ------------------------------------------------------------------------------ a -0.41.21 0.0499 0.0000 0.0000 0.0000 0.0074 _________________< Member AISC Unit- Checks, LC 3 : 1+3 Member Joints Unity Shear Fb Fb Cm Cm No. I - J Chk Loc Chk Loc, Fa yy zz Cb yy zz Eqn. ---------- 1 1 3 0.585 5 0.045 2y 1.8.36 23.76 23.7G 1.00 0.60 0.85 H1-2 2 3 4 0.526 1 0.075 1, 20.35 23.7C 23.76 1.00 0.60 0.44 1-11-2 3 2 5 - Unity check not calculated - 4 5 3 - Unity check not calculated - 5 5 6 - Unity check not. calculated - 6 C 7 - Unity check not calculated - 7 4 6 - Unity check not calculated - 8 7 8 - Unity check not calculated -- joint Displacements, LC 4 : 1+2+3+4 •Joint +--------- Translation ---------+ +----------- Rotation ----------+ °;o. k Y Z k Rotate Y Rotate Z Rotate ----------- in --------- in --------- in ---------- rad-------- rad-------- rad------ 1 0.000 -0.000 0.0on 0.000 0.000 0.001 2 0.000 -0.000 0.O00 0.000 0.000 0.000 3 0.034 -0.001 0.000 0.000 0.000 -0.006 4 0.346 -0.002 0.000 0.000 0.000 -0.009 5 -0.044 -0.044 0.000 0.000 0.000 -0.007 6 0.346 -0.048 0.000 0.000 0.000 -0.010 7 0.539 -0.048 0.000 0.000 0.000 -0.011 8 0.539 0.082 0.000 0.000 0.000 -0.011 Sit, ts & Hi11 Engineers, 2901 South 40th Street Tacoma, WA 98409-5697 CITY OF KE` T VIDEO MICROWAVE SYSTEM RISA-31) (R) Version 1.00 Iric . Job Page. 16 Date: 9/29/94 ===1!-==================< Story Drift, LC 4 : 1+2+3+4 Store +--- X Direction ---+ +--- Y Direction ---+ +--- Z Direction ---+ Joint. Drift °f, of I I t Joint Drift of 11t Joint Drift %, of Ht --------------- in ----------------------- in ---------------------- in ----------- Reactions,LC 4 : 1+2+3+4 Joint +----------- Forces - ---+ +----------- Moments -------- --+ No. X Y z M1 My Mz ----------- K---------- K---------- K----------- K-ft------- K-ft------- K-ft----- 1 -0.64 0.80 0.00 0.00 0.00 0.00 2 -3.38 6.33 0.00 0.00 0.00 -0.59 Totals: -4.02 7.13 0.00 0.00 0.00 -0.59 Member Section Forces, LC 4 : 1+2+3+4 Member Joints Shear Shear Moment Moment No. 1JSec Axial y y z-z Torque y-y z-z --------- ------ --K--------K--------K-------K-ft-------K-ft-------K-ft--- 1 1- 3 1 0.80 0.64 0.00 0.00 0.00 0.00 2 0.80 -1.25 0.00 0.00 0.00 -0.01 3 0.80 -1.25 0.00 0.00 0.00 1.87 4 0.80 -1.25 0.00 0.00 0.00 3.75 5 0.80 -1..25 0.00 0.00 0.00 5.63 3.24 2.14 0.00 0.00 0.00 4.69 2 3.24 2.14 0.00 0.00 0.00 3.08 3 3.24 2.14 0.00 0.00 0.00 1.47 4 3.24 2.14 0.00 0.00 0.00 -0.14 5 3.24 2.14 0.00 0.00 0.00 -1.75 ----------------------------------------------------------------------------- 3 2- 5 1 7.17 0.27 0.00 0.00 0.00 0.59 2 7.17 0.27 0.00 0.00 0.00 0.19 3 7.t7 0.27 0.00 0.00 0.00 -0.22 4 7.17 0.27 0.00 0.00 0.00 -0.62 --------------------------------------------------------------------------------- 5 7.17 0.27 0.00 0.00 0.00 -1.02 4 5- 3 1 3.81 -1.71 0.00 0.00 0.00 -0.77 2 3.81 -1.71 0.00 0.00 0.00 3 3.81 -1.71 0.00 0.00 0.00 0.09 4 3.81 -1.71 0.00 0.00 0.00 0.51 .oi-----I.71-----O-O0------0.00-----------00-------0_94 5 ----- ----- 5- 6 1 3.90 -0.01. 0.00 0.00 0.00 0.26 2 3.90 -0.01 0.00 0.00 0.00 0.27 3 3.90 -0.01 0.00 0.00 0.00 0.29 4 3.90 -0.01 0.00 0.00 0.00 0.30 __.------------- '' 90 -0.01 0.00 0.00 0.00 0.31 6 ---.------ 6- 7 1 - 0.41 0.24 0.00 0.00 0.00 0.31 2 0.41 0.24 0.00 0.00 0.00 0.23 3 0.41 0.24 0.00 0.00 0.00 0.14 RISA-31) (R) Version 1.00 _, Sitts Hill Engineers, Inc. Job 2901 South 401h Street Page: 17 Tacoma, WA 98409-5697 Date: 9/29/94 CITY OF KE`; T VIDEO MICROWAVE SYSTEM 4 0.41 0.24 0.00 0.00 0.00 0.05 5 0.41 0.24 0.00 0.00 0.00 -0.04 ------------------------------------------------------------------------------ 7 4- 6 1 -0.25 -3.49 0.00 0.00 0.00 -1.75 2 -0.25 -3.40 0.00 0.00 0.00 -1.31 3 -0.23 -3.49 0.00 0.00 0.00 -0.87 4 -0.25 -3.49 0.00 0.00 0.00 -0.44 5 -0.25 -3.49 0.00 0.00 0.00 -0.00 8 7- 8 1 0.24 0.05 0.00 0.00 0.00 0.05 2 0.24 0.05 0.00 0.00 0.00 0.03 3 0.24 0.05 0.00 0.00 0.00 0.02 4 0.24 0.05 0.00 0.00 0.00 0.01 ---------------------------------------------------------------------------------- 5 0.24 0.03 0.00 0.00 0.00 0.00 :Member Stresses, LC 4 : 1+2+3+4 > `.lember Joints Shear Shear +------------ Bending ------------+ o. I- J Sec Axial y-y z-z y-top y--bot z-top z-hot --------------------Ksi----Ksi----Ksi-- --Ksi------Ksi------Ksi------Ksi---- I. 1- 3 1 0.22 0.38 0.00 0.00 0.00 0.00 0.00 2 0.22 -0.75 0.00 0.03 -0.03 0.00 0.00 3 0.22 -0.75 0.00 -5.46 5.46 0.00 0.00 4 0.22 -0.75 0.00 -10.94 10.C,4 0.00 0.00 5 0.22 -0.75 0.00 -16.43 16.43 0.00 0.00 2 3- 4 1 0.90 1.29 0.00 -13.68 13.68 0.00 0.00 2 0.90 1.29 0.00 -B.Di� 8.9D 0.00 0.00 3 0.90 1.29 0.00 -4.2:' 4.20 0.00 0.00 4 0.00 1.20 0.00 0.40 -0.40 0.00 0.00 --------------------------------------------------------------------------------- 5 0.90 1.29 0.00 3.10 -5.10 0.00 0.00 3 2- 5 1 6.58 0.58 0.00 0.00 0.00 0.00 0.00 2 6.58 0.58 0.00 0.00 0.00 0.00 0.00 3 6.58 0.58 0.00 0.00 0.00 0.00 0.00 4 6.58 0.58 0.00 0.00 0.00 0.00 0.00 5 6.58 0.58 0.00 0.00 0.00 0.00 0.00 4 5- 3 1 3.50 -3.66 0.00 0.00 0.00 0.00 0.00 2 3.50 -3.66 0.00 0.00 0.00 0.00 0.00 3 3.50 -3.6,) 0.00 0.00 0.00 0.00 0.00 4 3.50 -3.66 0.00 0.00 0.00 0.00 0.00 5 3.50 -3.66 0.00 0.00 0.00 0.00 0.00 5 5- 6 1 2.29 -0.01 0.00 0.00 0.00 0.00 0.00 2 2.29 -0.01 0.00 0.00 0.00 0.00 0.00 3 2.29 -0.01 0.00 0.00 0.00 0.00 0.00 4 2.29 -0.01 0.00 0.00 0.00 0.00 0.00 ------------------------------------------------------------------------------ 5 2.29 -0.01 0.00 0.00 0.00 0.00 0.00 6 6- 7 1 0.24 0.17 0.00 0.00 0.00 0.00 0.00 RISA-3D (R) Version 1.00 Sitts & bill Engineers, Inc. Job : 2901 South 40th Street Paoe: 18 Tacoma, V.A 98409-5697 Date: 9/29/94 CITY 017 KEN T %7I DCO MICROWAVE SYSTEM r 2 0.24 0.17 0.00 0.00 0.00 0.00 0.00 n n A n n no n_nn n_(In T-. 4- T--.clinn -----1 -i-------- Rotation---------- 8i t� -. fa f� RISA-31) (R) Version 1.00 Job Sitts &. Hill Engineers, Irlc. Page: In ?,)01 South 40th Street Date: 9/20/34 Tacoma, WA 98409-5697 CITY OF KENT �, IDEO MICROWAVE SYSTEM --------- --------------- 6 - 6- 7 1-0.0480-0.3456 0.0000 0.0000 0.0000 -0.010 2-0.0480-0.3925 0.0000 0.0000 0.0000-0.0106 3-0.0481-0.4407 0.0000 0.0000 0.0000-O.O1Q8 4-0.0481-0.4898 0.0000 0.0000 0.0000-0.0109 5-0.0482-0.3391 0.0000 0.0000 0.0000-0.0109 _-_ ----------------------- - 7 4- 6 1 0.3456-0.0017 0.0000 0.0000 0.0000-0.0089 2 0.3459-0.0151 0.0000 0.0000 0.0000-0.0087 3 0.3456-0.0269 0.0000 0.0000 0.0000-0.0089 4 0.3456-0.0377 0.0000 0.0000 0.0000-0.0094 5 0.3456-0.0480 0.0000 0.0000 0.0000-0.0103 ------------ _ ---- 8 7- 8 1--0.5391-0.0482 0.0000 0.0000 0.0000 0.010 2-0.5391-0.0154 0.0000 0.0000 0.0000 0.0100 3-0.5301 0.0172 0.0000 0.0000 0.0000 0.0109 4-0.5392 0.0497 0.0000 0.0000 0.0000 0.0108 5-0.5392 0.0823 0.0000 0.0000 0.0000 0.0108 ------------------------------------------ ---------------: Member RISC Unity Cliecks, LC 4 : 1+2+3+4 >====_______=____ - Fb Fb Cm Cm Member Joints Unity Shear zz Cb yy zz Eqn. J Chk Loc Chk Loc Fa yy---_--____ ----- ---1--- 1 3 0.702 5 0.052 2y I8.56 23.76 23.76 1.00 0.60 0.85 Hi-2 3 4 U.6181) 0 1 0.039 1y 20.36 23.7C 23.76 1..00 O.CJ 0.45 I11-2 3 ? - unity clieck riot calculated - 4 5 3 - Unity check not calc hated - 5 5 6 - t,nity Check not calculated - 6 7 - Unity check not calculated - 7 4 6 - Unity check not calculated - 8 7 8 - Unity check not calculated - Joint Displacements, LC 5----- Joint +--------- Translation ---------+ +----------- Rotation --- --- `;o. x y Z X Rotate Y Rotate Z Rotate rad-------- rad-------- rad------ -0.002 1 -0.000 -0.000 -0.000 0.018 0.016 -0.000 0.000 0.000 0.000 0.000 -0.000 3 -0.064-0.01-1 1.342 0.019 O.Q16 0.0 09 4 -0.519 -0.015 2.031. 0.019 0.016 0.013 5 0.044 0.050 1.047 0.018 0.019 0.009 6 -0.519 0.054 1..9:15 0.020 0.019 0.018 7 -0.383 0.054 2.305 0.021 0.019 0.021 �� 0.019 0.021 8 -0.883 -0.203 2.5..E 0.0�1 a.,�r�':_.i+e.` -,,: Zrr✓.a. •�- �-. ..�_...._-...-......Y._. __ - Oil Sitis & Hill Engineers, -!?Oi South 40th Street Tacoma, 1ti'A 98409-5697 C I TY OF KE`;T .'IDEO MICROWAVE SYSTEM RISA-31) (R) Version 1.00 Inc. Job Page: 20 Date: 9/29/94 __------------------� Story Drift, LC 5 . 1+2+3+5 Story +--- X Direction ---+ +--- Y Direction ---+ +--- Z Direction ---+ No. Joint Drift % of Ht Joint Drift of Ht Joint Drift % of Ht in----------- _______________________< Reactions, LC 5 : 1+2+3+5 Joint +----------- Forces -----------+ +----------- Moments ----------+ \o . X Y Z Mx N1y 11� ----------- K---------- K---------- K----------- K-ft------- K-ft------- K-ft----- 1 0.29 15.25 0.05 0.00 0.00 0.00 2 4.34 -8.11 -0.1.5 -1.08 -0.63 0.73 Totals: 4.63 7.13 -0.10 -1.08 -0.63 0.73 Member Section Forces, LC 5 : 1+2+3+5 Member Joints Shear Shear 1loment Moment No. I- J Sec Axial y-y Z-Z Torque y-y Z-Z ----------- ---------- K---^----K -------- K------- K-ft------- K-ft------- K-ft--- I 1- 3 1 15.125 -0.29 0.05 0.00 0.00 0.00 2 15.25 1.60 0.05 0.00 0.07 -0.51 3 15.25 1.G0 0.05 0.00 0.14 -2.91 4 15.25 1.60 0.05 0.00 0.22 -5.31. 5 15.25 1.60 0.05 0.00 0.29 -7.71 --- ___ _ 2 3- 4 1 11.60 -3.04 -0.08 ---------------------------- 0.04 0.23 -6.£9 2 11.60 -3.04 -0.08 0.04 0.17 -4.41 3 11.60 -3.04 -0.08 0.04 0.11 -2.13 4 11.60 -3.04 -0.08 0.04 0.06 0.15 5 ll.G0 -3.04 -0.08 0.04 -0.00 2.44 ---------------------------------------------------------------- 3 2- 5 1 -9.20 -0.34 0.15 -0.00 -1.25 -0.73 2 -9.20 -0.34 0.15 -0.00 -1.03 -0.22 3 -9.20 -0.34 0.15 -0.00 -0.80 0.29 4 -9.20 -0.34 0.15 -0.00 -0.58 0.80 5 -9.20 -0.34 0.15 -0.00 -0.35 1.30 -------------------------------------------------------------------- 4 5- 3 1 -5.49 2.18 0.12 0.00 -0.05 1.16 2 -5.49 2.18 0.1.2 0.00 -0.02 0.61 3 -5.49 2.18 0.12 0.00 0.01 0.07 4 -5.49 2.18 0.12 0.00 0.04 -0.47 5 5.49 2.18 0.112 0.00 0.07 -1.01 ---------------------------------------------------------------------------- 5 5- 6 1 -4.47 0.30 -0.03 -0.16 0.26 -0.15 2 -4.47 0.30 -0.03 -0.16 0.23 -0.44 3 -4.47 0.30 -0.03 -0.16 0.21 -0.73 4 -4.47 0.30 -0.03 -0.16 0.18 -1.03 5 -4.47 0.30 -0.03 -0.16 0.15 -1.32 ------------------------------------------------- 6 6- 7 1 0.41 -0.83 -0.10 --------------------------- 0.16 0.15 -1.32 2 0.41 -0.85 -0.10 -0.16 0.12 -1.00 3 0.41 -0.85 -0.10 -0.16 0.08 -0.68 Sitts R Hill Engineers, 2901 South 40th Street Tacoma, WA 98409-5697 RISA-2D (R) Version 1.00 Inc. Job Page: 21 Date: 9/29/94 CITY OF KE`T VIDEO MICROWAVE SYSTEM 0.41 -0.85 -0.10 -0.16 0.04 -0.36 4 5 0.41 -0.85 -0.10 -0.16 ------ 0.00-------0_04 --------------- ---------------------------------- 7 4- 6 1 1.15 4.87 -0.08 ---------- 0.00 0.04 2• 44 1.83 2 1.15 4.87 -0.08 0.00 0.03 1.22 3 1.15 4.87 -0.08 0.00 0.02 0.61 4 1.15 4.87 --0.08 0.00 0.01 5 1.15 4.87 -0.08 0.00-------0.00-------0_00 --------7----g--1-----0.85 0 ----------- 0.05 - - ----------- 0.10 ----�-- 0.00 -0.16 0.05 0.03 2 -0.85 0.05 0.10 0.00 -0.1.3 0.02 3 -0.85 0.05 0.10 0.00 -0.10 0.01 4 -0.85 0.05 0.10 0.00 -0.03 -0.05 0.00 5 -0.85 0.05 0.10 0.00 -------------------------------------- -----------------: Member Stresses, LC 5 : 1+2+3+5 ___------------------ Member Joints Shear Shear +------------ Bending ------------- No. I- J Sec Axial y-y -----Ksi z-z y-top -----Ksi y-hot ------Ksi------ z-top Ksi------ z-bot Ksi---- -------------------- Ksi---- Ksi 0.00 0.00 0.00 0.00 1 1- 3 1 4.25 4.25 -0.17 0.96 0.03 0.03 1.49 -1.49 0.21 -0.21 3 4.25 0.96 0.03 3.49 -8.43 0.42 -0.421 4 4.25 0.;16 0.02 15.50 -15.50 0.63 -0.63 5 4.25 0.96 0.03 22.50 -22.50 -- 0.84 -0_84_ 3- 4 1 3.23 -1.83 -0.05 19.55 -19.53 0.67 -0.67 L 2 3.23 -1.83 -0.05 12.88 -12.88 0.50 -0.50 3 3.23 -1.83 -0.05 6.22 -6.22 0.33 -0.33 4 3.2.3 -1.83 -0.05 -0.45 0.45 0.17 -0.17 5 3.23 -1.83 -0.05 -7.11 7.11 0.00 0.00 5- 1 1 -8.44 -0.73 -------------- 0.32 0.00 0.00 0.00 0.00 -- 2 -8.44 -0.73 0.32 0.00 0.00 0.00 0.00 3 -8.44 -0.73 0.32 0.00 0.00 0.00 0.00 4 -8.44 -0.73 0.32 0.00 0.00 0.00 0.00 5 -8.44 -0.73 0.32 0.00 0.00 0.00 0.00 -------------------- 4 5- 3 1 ------------------ -5.03 4.GG -- - --- --------------- - 0.27 0.00 0.00 0.00 0.00 2 -5.03 4.66 0.27 0.00 0.00 0.00 0.00 3 -5.03 4.66 0.27 0.00 0.00 0.00 0.00 4 -5.03 4.66 0.27 0.00 0.00 0.00 0.00 5 -5.03 4.66 0.27 0.00 0.00 0.00 0.00 ---------- ---5- 5- 6 -- ------------------------------------------- 1 -2.63 0.21 -0.02 0.00 0.00 0.00 0.0 0.00 2 -2.63 0.21 -0.02 0.00 0.00 0.00 0.00 0.00 0.011 3 -2.63 0.21 -0.02 0.00 0.00 0.00 0.00 0.00 4 5 -2.63 _o.63 0.21 0.�1 -0.02 -0.02 0.00 0.00 0.00 0.00 � ----------------------------------- 7 1 0.24 - 0.60 -------------- 0.07 ---- 0.00 - ---------------- 0.00 0.00 0.00 6 6- RISA-3D (R) Version 1.00 Sitts & Hill Engineers, Inc. Job Page: 22 2wol South 40th Street Tacoma, WA 92409--5697 Date: 9/29/94 CITY OF KE` T VIDEO MICROWAVE SYSTE;4i 2 0.24 -0.60 -0.07 0.00 0.00 0.00 0.00 3 0.24 -0.60 -0.07 0.00 0.00 0.00 0.00 4 0.24 -0.60 -0.07 0.00 0.00 0.00 0.00 5 0.24 -0.60 -0.07 0.00 0.00 0.00 0.00 --- -------- ----------------------------------------------------------------- 7 4- 6 1 - 0.68 3.44 0.05 0.00 0.00 0.00 0.00 2 0.68 3.44 -0.05 0.00 0.00 0.00 0.00 3 0.68 3.44 -0.05 0.00 0.00 0.00 0.00 4 0.68 3.44 -0.05 0.00 0.00 0.00 0.00 5 0.68 3.44 -0.05 0.00 0.00 0.00 0.00 8 7- 8 1 -0.50 0.03 0.07 ------------------ 0.00 0.00 0.00 0.00 2 -0.50 0.03 0.07 0.00 0.00 0.00 0.00 3 -0.50 0.03 0.07 0.00 0.00 0.00 0.00 4 -0.50 0.02 0.07 0.00 0.00 0.00 0.00 5 ---------------------------------------------------------------------------- -0.50 0.03 0.07 0.00 0.00 0.00 0.00 Member Deflections, LC 5 : 1+2+3+5 Member Joints +------ Translation -----+ +-------- Rotate Rotation ---------- Rotate z Rotate No. I- J Sec x y in ------- in ------- z x in -------- rad------- y rad------- rad--- ---------------------- 1 1- 3 t 0.0000 0.0000 0.0000 0.0163 -0.0185 -0.0019 2 -0.0026-0.0380 0.332G 0.0163 -0.0185 -0.0021 3 -0.0053-0.0670 O.GGG4 0.0163 -0.0186 -0.00000 4 -0.0079-0.0402 1.0026 0.0163 -0.0188 0.0032 0.0092 5 -0.0105 0.0638 1.3425 0.016.,0_ ---- 0190 - ------------------------------------- 2 3- 4 1 -0.0105 0.0G38 ---------- 1.3425 0.0163 -0.0190 0.0092 2 -0.0115 0.1578 1.5138 0.0163 -0.0191 0.0119 3 -0.0126 0.2719 1.6859 0.0162 -0.0192 0.0134 4 -0.0136 0.3957 1.8586 0.0162 -0.0192 0.0138 5 -0.0146 0.5188 2.0315 0.0162 -0.0192 0.0130 ___ ____ _ 3 2- 5 1 0.0000 0.0000 ----- 0.0000 0.0000 0.0000 0.0088 0.0000 0.0037 2 0.0052 0.0400 0.0104 0.1110 -0.0790 -0.3008 0.0018 0.0035 0.0158 0.0035 3 4 0.0156 0.1421 -0.6340 0.0053 0.0211 -0.0007 5 0.0208 0.0629 -1.0475 0.0070 0.0247 -0.0088 ------------------------------------- 4 5- 3 1 ------- 0.0209 0.0623 ^--------- 1.0473 88 2 0.0214 0.0341 -1.1212 0.0065 0.0247 -0.01004 3 0.0219 0.0020 -1.1951 0.0058 0.0247 -0.0110 4 0.0224-0.0305 -1.2689 0.0052 0.0247 -0.0106 5 0.0230-0.0605 -1.3425 0.0045 0.0246 -------- -0.0092 ------------------------------------- 5 5- 6 1 0.0496-0.0438 1.0475 0.0185 -0.0178 0.0038 2 0.0507 0.0617 1.2374 0.0186 -0.0185 5 0.0115 3 0.0517 0.1835 1.4759 0.0186 0.0186 -0.0192 -0.0198 0.01 4 5 0.0528 0.3323 0.0338 0.5189 1.7019 1..9346 0.0187 -0.0203 0.0180 RISA-31) (R) Version 1.00 Sitts & hill Engineers, Inc. Job : 2901 South 40th Street Page: 23 Tacoma, WA 98409-5697 Date: 9/29/94 CITY OF KE\T VIDEO MICROWAVE SYSTEM 6 6- 7 1 0.0538 0.5139 1.9346 0.0187 -0.0203 0.0180 2 0.0538 0.6028 2.0264 0.0187 -0.0205 0.0195 3 0.0538 0.6927 2.1189 0.01.87 -0.0206 0.0205 4 0.0537 0.7867 2.2119 0.0187 -0.0207 0.0211 5 0.0537 0.8829 2.3052 0.0187 -0.0207 0.0213 ---------------------------------------------------------------------------- 7 4- 6 1-0.5188-0.0146 2.0315 0.0192 0.0162 0.0130 2-0.5188 0.0051 2.0072 0.0195 0.0168 0.0135 3-0.5189 0.0225 1.9830 0.0198 0.0174 0.0145 4-0.5189 0.0385 1.9588 0.0201 0.0180 0.0160 5-0.5189 0.0538 1.9346 0.0203 0.0187 0.0180 ----------------------------------------------------------------------------- 8 7- 8 1 0.8829 0.0337 -2.3052 -0.0207 0.0187 -0.0213 2 0.8830 -0.0103 -2.3C15 -0.0207 0.0139 -0.0213 3 0.8830-0.0744 -2.4182 -0.0207 0.0190 -0.0214 4 0.8831-0.1385 -2.4752 -0.0207 0.0190 -0.0214 ------------------------------------------------------------------------------- 5 0.8831-0.2027 -2.5325 -0.0207 0.0191 -0.0214 Member .1ISC Unity- Checks, LC 5 : 1+2+3+5 Me -tuber Joints Unity Shear Fb Fb Cm Can `;C I J Clik Loc Chk Loc Fa yy zz Cb yy zz Eqn. -Ks i --- Ks i --_Ks i ------------------------- 1 1 3 1.179 5 0.067 2y- 18.56 23.76 23.76 1.00 0.60 0.85 HI-2 2 3 4 1.000 1 0.127 ly 20.36 23.76 23.7G 1.00 O.G0 0.45 111-2 '.• 2 5 - unity clieck not calculated - 4 5 3 - Unity check not cal(:;.11atec_1 - 5 5 6 - Unity check not calculated - c c 7 - Unity check not calculated - 7 4 6 - Unity check not calculated - e 7 8 - Unity check not calculated - EXHIBIT C WN Washington Cities Insurance .1]Authority 21 Nov-94 Certk 701 SOUND VENTURES ATTN: STEPHANIE KLAPPENHACK 400 W GROVE KENT,WA 98032 RE: City of Kent CITY ACTIVITIES AS RESPECTS MICROWAVE DISH ON TOP OF CENTENNIAL BUn DING. Evidence of Coverage The above captioned entity is a member of the Washington Cities Insurance Authority (WCIA), which is a self insured pool of over 86 municipal corporations in the State of Washington. WCIA has at least $1 million per occurrence combined single limit of liability coverage in its self insured layer that may be applicable in the event an incident occurs that is deemed to be attributed to the negligence of the member. WCIA is an Interlocal Agreement among municipalities and liability is completely self funded by the membership- As there is no insurance policy involved and WCIA is not an insurance company, your organization cannot be named as an "additional insured'. Sincerely, David Hayasaka, CPCU, ARM Assistant Director for Operations cc Ken Chatwin One Renton Place, Suite 760,555 South Renton Village Place, Renton, WA 98055