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17-102355 (2)CITY OF �. Federal June 9, 2017 Mr. John Ede J4 Site Solutions Inc. 10427 205"' Drive SE Snohomish, WA 98290 john@j4sitesolutions.com Way FILE CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor RE: File #17-102355-00-UP; PROCESS I `DIRECTOR'S APPROVAL' SEA Federal Way — Verizon Wireless, 30911 Pacific Highway South, Federal Way Dear Mr. Eder: The City of Federal Way's Department of Community Development has completed an administrative review of the proposed eligible facilities request to modify panels and antennas on an existing 150-foot tall monopole, and modify associated ground equipment for the Personal Wireless Facility (PWSF) located at the above -mentioned address. The proposed modifications include: replace (9) antennas; replace (3) remote radio heads; add (3) new remote radio heads; remove (6) diplexers; and replace (4) diplexers. No changes are proposed to the ground equipment other than adding ancillary equipment inside the existing equipment building. The Process I application was submitted and determined to be complete on May 17, 2017. The eligible facilities request is found to be consistent with the provisions of the Spectrum Act and does not exceed the substantial change thresholds. The Process I proposal is hereby approved based on the following statements of fact: Criteria 1 For facilities outside of public rights -of -way, the modification does not increase the height of the tower by more than 10%, or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet, whichever is greater. Staff Response — Based on the elevation plan, there is no height increase. This criterion is met. Criteria 2 For structures outside of public rights -of -way, the modification does not protrude from the edge of the structure more than 20 feet, or more than the width of the structure at the level of the appurtenance, whichever is greater. Staff Response — Based on the elevation and site plan there is no increase in the width of the structure. This criterion is met. Mr. Eder June 9, 2017 Page 2 Criteria 3 If the installation includes new equipment cabinets, the modification does not include the installation of more than four equipment cabinets. Staff Response — No new equipment cabinets are proposed. All modification will be located within existing cabinets. This criterion is met. Criteria 4 For all existing facilities, the modification does not include excavation or equipment installation outside the current site of the structure or base station. Staff Response — All proposed modifications are within the existing fenced area. No excavation or equipment will be installed outside the existing base station. This criterion is met. Criteria 5 If the facility requires screening methods, the proposed modification does not defeat the existing concealment elements of the tower or base station. Staff Response — There are no screening methods for the existing monopole. Screening methods for the ground equipment will not change. Current screening methods are not defeated as a result of this proposal. This criterion is met. Criteria 6 The modification may not violate any of the conditions of approval associated with prior approvals. Staff Response — The proposal does not violate any known conditions associated with prior approvals of the tower or site. This criterion is met. PERMIT ISSUANCE REQUIRED Prior to any site work, an electrical permit may be required from the City's Building Division. For further information regarding the need for an electrical permit, please contact the department's Permit Center at periiiitceiiter@cityoffederalway.com or 253-835-2667. APPEALS The effective date of this decision is June 12, 2017, or three days from the date of this letter. Pursuant to FWRC 19.55.050, any person who received notice of the administrative decision may appeal this decision to the Federal Way Hearing Examiner within 14 calendar days, or by June 26, 2017. Any appeal must be in the form of a letter delivered to the Department of Community Development with the established fee. The appeal letter must contain a clear reference to the matter being appealed and a statement of the alleged errors in the director's decision, including the identification of specific findings and conclusions made by the director, disputed by the person filing. You may waive your right to appeal, if desired, by writing the city a letter to this effect. APPROVAL DURATION Unless modified or appealed, the Process I decision is valid for one year from the date of issuance of the decision. A one-year time extension to the decision may be requested prior to the lapse of approval following the provisions listed in FWRC 19.15.110. The improvements must be substantially completed within the one-year time period, or the land use decision becomes void. 17-102355 Doc 1.D. 76014 Mr. Eder June 9, 2017 Page 3 CLOSING This land use decision does not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. This Process I approval does not constitute approval of the building permit, which is still under review. If you have any questions regarding this decision, please contact Senior Planner Jim Harris at 253-835-2652, or jim.harris@cityoffederalway.com. Sincerely, Brian Davis Community Development Director Ref: Approved Site Plan and Elevation sheets A-1 & A-3, dated May 12, 2017 by J4 Site Solutions c: Shirle .van ns verir nwirelesss.eom Jim Harris, Senior Planner Doc LD 76014 17-102355 4 John Eder From: OnAirAccess@americantower.com Sent: Tuesday, April 11, 2017 7:05 AM To: John Eder Cc: Scott.taitelbaum@AmericanTower.com; michael.clarke@americantower.com Subject: Collocation Approval: VERiZON WIRFLESS @ FEDERAL WAY #2, Washington, Asset# 82957, Callo# OAA701066, Cust Site# 102819 ON AIR Me- � kcess-- Your collocation application has been approved with applicable contingencies. AME691CAN TOWER To review your Application Contingency Letter, click here. Please continue to monitor your Application Contingency Letter in ON AIR Access throughout your project, as contingencies are added and resolved. Please review the approved application to identify any changes that may have occurred due to site - specific requirements in ON AIR, Access. From there you can also view project status and your due diligence or collocation documents. A statement of work summary is forthcoming and will be provided via email. T his summary will include estimated engineering triage results as well as pricing. Antenna Structure Registration Available for Review The Antenna Structure Registration (ASR) number for this tower is Not Required. Project status information and site documents are available in Y Access. For assistance with using ON AIR access, please contact the support team at anairacces� rCi7an'erira.nfa�=er.� +?rri. Please contact your Account Project Manager Scott Taitelbaurn at Biel t_.taite!baumro. ar�iericai*€ c•::F or=1-781-926-7081 with questions regarding your project. Thank you for your continued business. American Tovver Corpa'ation 1 10 Presidential Way I Woburn, MA 01801 1 RECEIVED MAY 17 2017 CIT- OFFEDERAL WAY COMMUNITY DEVELOPMENT ' � 811s Brahire � AMENICANTOWEW -- A"et Number: 92957 Asset Name:FEDEM WAY #2 Last 1 Long: 47.32488,-122.31458 1 Address: 30911 Pacific Hwy 5, FEDERAL WAY, Wsshkt&n, M003-4950 Geographic Region County KING MTA Seattle (Excluding Alaska) BTA Seattle Tacoma, WA MSA/RSA Seattle, WA Find This Asset Driving Directions I-5 exit at 320th, turn right onto 320th, then right on Hwy 99 North past 310th Street, and turn left in parking lot adjacent to tower. Site Is behind store front building In lower parking lot. Specifications Asset Class Wireless Structure Type Monopole Ground Elevation 460 ft. (AMSQ Structure Height 150 ft. (AGQ Clearance 4.0 ft. Construction Date FAA Number Not Required FCC Number Not Required Utility Providers Telco Qwest Power PSE FrRra'.ca sue, � "•- rwn� l�, WeaftWraocessam icontwwxwUOL.AAces/$otW&oafu ojsW?MaMunber-8Q9 &ImmPagw=bmh 111 wireless Verizon Wireless 3245 158th Ave SE Bellevue, WA 98008 To Whom It May Concern: J4 Site Solutions, Inc and its employees and agents (collectively referred to as "J4 Site Solutions") are authorized representatives of Verizon Wireless have been contracted to perform real estate leasing and land -use entitlement services for development and modification of Verizon Wireless telecommunications facilities. As a representative of Verizon Wireless, J4 Site Solutions is authorized to sign, submit, and review land -use applications and permits; provide representation at meetings and hearings; and negotiate contracts on Verizon Wireless's behalf. Best Regards, Heather Campbell Network Real Estate Manager PNW Region RECEIVE® MAY 17 2017 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT OPTION AND LEASE AGREEMENT OLL •eement, made this l tl� day of '#Cf, 1982, between of 31407 Ce t — (Optionor-Lessor), hereinafter designated LESSOR and CHICAGO TITLE INSURANCE COMPANY, 111 Ilest Washington Ave., Chicago, Illinois 60602, Agent, (Optionee-Tenant), hereinafter called TENANT. RECITALS: 1. LESSOR is the owner of certain real property located in Federal Way , _ Kina County, State of Washington, and, 2. TENANT desires to obtain an option to lease a portion of said real property (hereinafter called Property), with a right of way for access thereto, containing. approximately 1,eso square feet, more specifically described as land and building west in the Federal Way area of K'nq Cqiinty, and as substantially shown outlined in red on Exhibit "A" attached hereto and made a part hereof. NOW THEREFORE, in consideration of a sum of Dollars )+ hereinafter referred to as Option Money, to be paid by TENANT to the LESSOR, which TENANT will provide upon its execution of this Agreement, the LESSOR hereby grants to TENANT the right and option to lease said Property, including a right of way for access thereto, for the term and in accordance with the covenants and conditions set forth herein. RECEIVED MAY 17 2017 CfTY OF FEDERAL WAY COMMUNITY DEVELOPMENT The option may be exercised at any time orr or prior to Feb. 1,1983 At TENANT'S election and upon TENANT'S prior written notification to LESSOR, the time during which the option may be exercised may be further extended for one additional period of including additional payment of no no months each, through and respectively, with an — Dollars ($ .no ) by TENANT to LESSOR for each option period so extended. The time during which the option may be exercised may be further extended by mutual agreement in writing. If during said option period, or during the term of the lease, if the option is exercised, the LESSOR decides to subdivide, sell or change the status of the Property or his property contiguous thereof, he shall immediately notify TENANT in writing so that TENANT can take any steps necessary to protect TENANT'S interest in the Property. This Option may be sold, assigned or transferred at any time to TENANT'S principal or affiliates or subsidiaries of principal. As to other parties, this Option may not be said, assigned or transferred without the written consent of the LESSOR, such consent not to be unreasonably withheld. Should TENANT fail to exercise this option or any extension thereof within the time herein limited, all rights and privileges granted hereunder shall be deemed completely surrendered, this option terminated, and LESSOR shall retain all money paid for the option, and no additional money shall be payable be either party to the other. The LESSOR shall permit TENANT, during the option period, free ingress and egress to the Property to conduct such surveys, structural strength analysis, subsurface boring tests and other activities of similar nature as TENANT may deem necessary, at the sole cost of TENANT. Notice of the exercise of the Option shall be given by TENANT to the LESSOR in writing by certified mails return receipt requested. Notice shall be deemed effective on the date it is posted. On the date of such notice the following Agreement shall take effect: LEASE AGREEMENT 1. LESSOR hereby leases to TENANT that certain parcel of property containing 1880 square feet situated on the Xc ar portion of 2roperty Ioc 308 7 Pacific Highway County of K i n_q , State of Washington together with the non-exclusive right for ingress and egress, seven (7) days a week, twenty-four (24) hours a day, on foot or motor vehicle, including trucks, and for the installation and maintenance of utility wires, cables, conduits, and pipes over, under, or along a right of wav extendinn from the nearest public right of way_ Pacific [� ig�gn>> j.h to the demised premises, said Property and right of way for access being substantially as described herein in Exhibit "A" and as shown enclosed within red lines on Exhibit "A" attached hereto and made a part hereof. 2. LESSOR also hereby grants to TENANT the right to survey said Property, and said survey shall then become Exhibit "B" which shall be attached hereto and made a part hereof, and shall control in the event of discrepancies between it and Exhibit "A". 3. This Agreement shall be for an initial term of Five (5) years, beginning on the date the option is exercised by TENANT at an annual rental of to be paid in equal monthly .installments on the first day of the month, in advance, to Federal tray Disposal, Inc. or to such other person, firm, or place as the LESSOR may, from time to time, designate in writing at least thirty (30) days in advance of any rental payment date. 4. TENANT shall have the option to extend this lease for Three (3) additional Five (5) year terms by giving the LESSOR written notice of its intention to do so at least six (6) months prior to the end of the then current term. 5. The annual rental for the first (1st) year extension term shall be increased to Dollars ($� the second (2nd) five ( 5 ) year extension term shall be increased to Dollars ( the third (3rd) f ive ( 5 ) year extension term shall be increased to ol.l,ars 6. If at the end of the Third (3rd), Five (5) year extension term this Agreement has not been terminated by either party by giving to the other written notice of an intention to terminate it at least six (6) months prior to the end of such term, this Agreement shall continue in force upon the same covenants, terms and conditions for a further term of one (1) year and for annual terms thereafter until terminated by either party by giving to the other written notice of its intention to so terminate at least six (6) months prior to the end of such term. 7. TENANT shall' use the property for the purpose of constructing, maintaining and operating a Mobile Communications Facility and uses incidental thereto consisting of one building of approximately 800 square feet and one free-standing monopole antenna structure of approximately 175 feet in height and all necessary connecting appurtenances. A security fence consisting of a chain link construction or similar but comparable construction shall be placed around the perimeter of the Property (not including the access easement). TENANT will maintain the property in a reasonable condition. It is under- stood and agreed that TENANT'S ability to use the Property is contingent upon its obtaining after the execution date of this Agreement all of the certificates, permits and other approvals that may be requiretl by any Federal, State or Local authorities. LESSOR SHALL cooperate with TENANT in its effort to obtain such approvals and shall take no action which would adversely affect the status of the Property with respect to the proposed use thereof by TENANT. In the event that any of such applications should be finally rejected or any certificate, permit, license or approval issued to TENANT is cancelled, expires, lapses, or is otherwise withdrawn or terminated by governmental authority so that TENANT in its sole discretion will be unable to use the Property for its intended purposes, TENANT shall have the right to terminate this Agreement. Notice of the TENANT'S exercise of its right to terminate shall be given to LESSOR in writing by certified mail, return receipt requested, and shall be effective upon receipt of such notice by the LESSOR as evidenced by the return receipt. All rentals paid For the lease of the Property to said termination date shall be retained by the LESSOR. Upon such termination, this Agreement shall become null and void and all the parties shall have no further obligations, including the payment of money, to each other. 12. Should the LESSOR, at any time during the term of this Agreement, decide to sell all or any part of the Property (the Property to include only the parcel leased hereunder) to a purchaser other than TENANT, such sale shall be under and subject to this Lease Agreement and TENANT'S rights hereunder, and any sale by the LESSOR of the portion of this property underlying the right of way herein granted shall be under and subject to the right of the TENANT in and to such right of way. 13. LESSOR 'covenants that TENANT, on paying the rent and performing the covenants by it herein made, shall and may peaceably and guietly have, hold and enjoy the leased Property. 14. LESSOR covenants that LESSOR is seized of good and sufficient title and interest in the Property to enter into and execute this Agreement. LESSOR further convenants that there are no other liens, judgements -or impediments of title on the Property. 15. It is hereby mutually agreed and understood that this Agreement contains all agreements, promises and understandings between the LESSOR and TENANT and that no verbal or oral agreements, promises or understandings shall or will be binding upon either the LESSOR or TENANT in any dispute, controversy or proceeding at law, and any addition, variation or modification to this Agreement shall be void and ineffective unless in writing signed by the parties hereto. 16. This Option and Lease Agreement and the performance thereof shall be governed, interpreted, construed and regulated by the laws of the State of Washington. 17. This Lease may be sold, assigned or transferred at any time to its principal or affiliates or subsidiaries of principal. As to other parties, this Lease may not be sold, assigned or transferred without the written consent of the LESSOR, such consent not to be unreasonably withheld. ,__) B. TENANI shall indemnify and hold LESSOR harmless against any claim of liability or loss from personal injury or property damage resulting from or arising out of the use and occupancy of the Property by the TENANT, its servants or agents, excepting, however, such claims or damages as may be due to or caused by the acts of the LESSOR, or its servants or agents. 9. Each of the parties hereto herby waives any and all rights of action for negligence against the other party hereto which may hereafter arise on account of damage to the premises or to property therein, resulting from any fire, or other casualty of .the kind covered by standard fire insurance policies with extended coverage, regardless of whether or not, or in what amounts, such insurance is now or hereafter carried by the parties hereto, or either of them. LESSOR agrees that TENANT may self --insure against any loss or damage which could be covered by a comprehensive general public liability insurance policy. 10. TENANT will be responsible for all utilities and property taxes required by its use of the Property. TENANT shall pay as additional rent any increase in real estate taxes levied against the herein leased Property and which are directly attributable to the improvements constructed thereon by TENANT. 11. TENANT, upon termination of the Agreement, shall, within a reasonable period, remove its personal property and fixtures and restore the Property to its original conditon, reasonable wear and tear excepted. If such time for removal causes TENANT to remain on the Property after termination of this Agreement, TENANT shall pay rent at the then existing monthly rate or an the existing monthly pro-rata basis if based upon a longer payment term, until such time as the removal of personal property and fixtures, which are called for within this Agreement, are completed. said building shall be 20 ft. in width by 35 ft. or more in length. The 20' x 35' are to be clear inside dimensions and a ceiling height of 10' will be provided clear of any framing or other obstructions. The floor will be concrete with loading of 200 lbs./sq.ft. or more. One entry door of steel construction 3'-6" wide by 8'-0" high shall be provided. Three-phase electrical service with 220 volt 300 amp capacity shall be brought into the building but no electrical panel other than a master disconnect breaker shall be provided. Lessor shall be responsible for roof maintenance and exterior maintenance except that portion of building enclosed by the chain link fence. Tenant will provide at its own expense, internal elec- trical service, heating, airconditioning, lighting, interior finish, chain link fence and any other appurtenances as necessai for Tenant's operation. Tenant shall be responsible for interior maintenance and maintenance of the yard area enclosed by the chain link fence shown on Exhibit "A" attached. Lessor hereby gives Tenant authorization to proceed with Tenant improvements specified above. Upon Lessor's receipt of Tenant's notice exercising the option provided for herein, Lessor shall diligently proceed to construct the "Building Shell" and will com- plete construction of same within 120 days of Tenant's exercise of said option, strikes and other circumstances beyond Lessor's control excepted. IN WITNESS WHEREOF, the parties hereto have set their hands and affixed their respective seals the day and year first above written. WITNESS: LESSOR: Federal_ Gray i�iso�osal 7n_e- -- TENANT: CHICAGO TITLE INSURANCE COMPANY, AGENT STATE OF County of'� On this �� L' day of signed, a Notary Public in and for the State of and sworn personally appeared and to me known to esident an gent A. D. 19_&�, before me, the under - duly commissioned respectively. of the corporation that executed the foregtsing instrument, and acknowledged the said instrument to be the free and volun- tary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that 6- ey authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. .�..-... ,.--.... . I _ see -1 _--1 L ----- _d__J .L_ J.... __J :_ rL.. h- writtr-e. State of NEW JERSEY ) County of Somerset ) ) S.S. On this 16tiday of February 1982 , before me, the subscriber, a Notary Public, Catherine D. Belle personally appeared;amuel Carlisi , who acknowledged himself to be Office Manager of Chicago Title Insurance Compdny, a corporation, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation and himself as Agent. seal. In Witness whereof I hereunto set my hand and official 40a ublic My Commission Expires: 8-24-85 A . 1L 51 , 11 I yQ& KA3 J e9 - tL Rl 14 I 1•v�r 1 to S. � 317 6 1 1J, O0 AC. r.D f i f j / s ~I � i `4 Federal Way Convalescent Center rROPERrY 1ZGAL oesau �- That portion of the east % of tM uth 110.00 ft. of the north eeo.OS It. of tha Southeast 'A of the North- east % of Seetloo B, Township 21 North, Range 4 East, V.M., described as follow_ eomrncing at the southwest corner of the afore- descrlbsd eubdivieion and the true point of beginning, thence north along the vest line thereat e0 ft.-: thence east parallel to the south SLle of the subject subdivl- oion 57 feat: thence south parallel to the vest line 40 feet .ore or less to the south boundary of the subdivi- sion; thence vest along said south line 57' .ore or less to tha true point of beginning; Subject To a sewar easement across the west 10' thereof; and J"ether With • nonexclusive the for Vehicle and pedestrian ingress and egress from pacific Highway South to the Property, and an easewnt for telephone cables, wires and conduit. over, under or across Lessor's property at the location established by Lessor at time of construction of Tenant's building shell. s 368TH ST. RZ LAKE EASIER ESTATES A CONDOMINIUM UNITS 10,0 ! t 3 v LI � v hl � o ` 14 'x 40 "4rr►CEO x"O'CO 1 e' Q' q� a P/lorFaTv L/NC f 15p]6• S. 312 TH 20 ' 19 18 I 17 16 i IS �r� 1 ' I JOB 7 LA►�0.56 Ac- = 0.56AC I 0,Oa ' 1 7 rww. 1 Ar 071 - f0. SS + 736 13L 1 y_e35_-- ,Q h 1 , � 1 N �h 1 � � 1 1 � h , Sp Hr NR,QGF 1 I Paul P Shelton 1.24 Ac- 0 0-76At( - -- - • t N e.! s C~$ Tide 1.52 a70 Ac.90 1 ' d 0.71 c. 1' Jo �7 1 � 41f , Albert B Content 1.41 Ac- 63 21996 ' 0 0.41 Ac. , Jioo3 w�arfFdaS 0.99k. f 3s o G, r s @ 0.71 At E W Heath r 0.99 Ae r v 9, - 1 . -- --- a I � Ac 1 11 I p I Rd- fr 1 1 • „ 60 ST. r %C Teratron Ceneral 010.7-4 et at LU J � Z '6 AC � � • ma's, .. � .. State of NEW JERSEY ) County of Somerset ) ) s.s. v On this 23rdlay of March 19 82, V4 O before me, the subscriber, a Notary Public, Alison M. Baxter O ed Michael S. Maddalena who acknowledged � personally appeared g C12 himself to beAccount Representativeof Chicago Title Insurance Cor..pany, 00 a corporation, and that he, as'such, being authorized so to do, executed the foregoing instrument for the -purposes therein contained, by signing t':;e name of the corporation and himself as Agent. seal. In witness whereof I hereunto set my hand and official Notary Public My Commission• Expires= ALISON M. BAXTER NOTARY PUBLIC OF NEW JERSEY My Cnn�::sscn Eapka Feb. 18, 1987 Site Name- SEAFEDWAY AMENDMENT TO OPTION AND LEASE AGREEMENT ORIC71NAL This AMENDMENT TO Option and Lease Agreement ("Amendment") is made this YI/' day of�`��y 2002, between Seattle SMSA Limited Partnership d/b/a Verizon Wireless, as "Tena>nt" and R.S.T. Enterprises, Inc., as "Lessor." The Lessor and Tenant are at times collectively referred to hereinafter as the "Parties" or individually as the "Party". RECITALS A. This Amendment pertains to that certain Option and Lease Agreement dated February 16, 1982, together with all exhibits, amendments and addenda thereto (collectively, the "Agreement") for the ]case of certain premises ("Premises") located at 30837 Pacific Highway South, City of Federal Way, State of Washington, on property legally described as set forth on Exhibit A to the Agreement. B. R.S.T. Enterprises, Inc. is successor -in -interest to Federal Way Disposal, Inc. C. Seattle SMSA Limited Partnership d/b/a Verizon Wireless is successor -in -interest to Chicago Title Insurance Company. D. The Parties acknowledge that a Memorandum of Sublease was recorded on January 19, 2000, in connection with Tenant's use of the Premises upon the tower currently operated by American 'Power Corporation; and that Lessor's consent has been obtained for the sublease contemplated therein. E. The Parties wish to amend the Agreement to extend the term, increase the rent and amend certain other provisions of the Agreement. NOW, THEREFORE, in consideration of the foregoing and mutual covenants herein contained, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, it is hereby agreed as follows: AGREEMENT 1. kGcitals. The foregoing recitals are incorporated herewith as if fully set forth herein_ 2. Notice. The following provision shall be substituted for in its entirety and replace the provision in Paragraph 18 of the Agreement: All notices hereunder must be in writing and shall be deemed validly given if sent by certified mail, return receipt requested or by commercial courier, provided the courier's regular business is delivery service and provided further that it guarantees delivery to the addressee by the end of the next business day following the courier's F:Vbcs1520511Ameadments\SEAFEDWAY Amendment,doe 07/03/02 . W V V T 7. Environmental. Tenant shall not transport, use, store, maintain, generate, handle, dispose, release or discharge any Hazardous Materials (as defined below) in, upon or about the Lessor's Property or permit Tenant's employees, agents or contractors to engage in such activities in, upon or about Tenant's Premises, except in compliance with laws. Lessor acknowledges and agrees that Tenant's operation may include the use of batteries, fuel -powered generators and de minimis quantities of cleaning materials and solvents commonly used in telecommunications facilities. The term "Hazardous Material" for purposes hereof shall mean any chemical, substance, material or waste component thereof which is now or hereafter listed, defined, or regulated as a hazardous or toxic chemical, substance material or waste or component thereof by any federal, state or local governing or regulatory body having jurisdiction, or which would trigger any employee or community "right -to -know" requirements adopted by any such body, or for which any such body has adopted any requirements for the preparation or distribution of any material safety data sheet. If any Hazardous Material is released, discharged or disposed of by Tenant or its employees, agents or contractors on or about Lessor's Property in violation of the foregoing provisions, Tenant shall immediately, properly, and in compliance with all applicable laws, clean up and remove the Hazardous Material from Lessor's Property and any other affected property andclean or replace any affected personal property (whether or not owned by Lessor) at Tenant's expense. Such cleanup and removal work shall be subject to Lessor's prior written approval and implementation of any remedial action plan required by any governmental body leaving jurisdiction or reasonably required by Lessor. Should Lessor suspect that Hazardous Materials have been released, discharged or disposed of by Tenant or its employees, agents or contractors in violation of the foregoing provisions, Lessor shall have the right to test for same and if Lessor reasonably confirms such release, disposal or discharge by Tenant or its agents, employees or contractors, Tenant shall pay the cost of such testing in addition to the foregoing. S. Assi men!. The following provision shall be substituted for in its entirety and replace the provision in Paragraph 17 of the Agreement: The Agreement may be sold, assigned or transferred by Tenant without any approval or consent of Lessor to Tenant's principal, affiliates, subsidiaries of its principal; to ally entity which acquires all or substantially all of Tenant's assets in the market defined by the Federal Communications Commission in which the Premises is located by reason of a merger, acquisition or other business reorganization; or to any entity which acquires or receives an interest in the majority of communication towers of Tenant in the market de#'m d by t}ie Federal Communications Commission in which the Premises is located. As to other parties, the Agreement may not be sold, assigned or transferred without the written consent of Lessor, which such consent will not be unreasonably withheld or delayed. Effective as of the date of this Amendment, Tenant may sublet the Premises without the consent of Lessor }provided that Tenant pay Lessor dived from future sublessees of the Premises ("Collocation ee ). The payment of Lessor's share of any Collocation Fee for each applicable Subtenant, defined as any future third -party subtenant that installs equipment at the Premises, shall be due and payable to Lessor within thirty (30) days after the applicable Subtenant's rent is payable to American Tower Corporation. Any Collocation Fee payments to Lessor pursuant to this revenge sharing provision shall continue so long as the applicable 5uhtenant pays rent for the use of the Premises. Any sublease that is entered into by Tenant shall be subject to the provisions of the Agreement and shall be binding upon the successors, assigns, heirs and legal representatives of the respective parties F:1Docs1520511Amendemcnts%SEAFEGDWAy Amenda=Ldoe 07/03J02 3 YhK'ZUN WTRELESSAR Q 005 hereto. 9. ull Force and Eff ct. Except as expressly amended herein the Agreement is unmodified and remains in full force and effect. In the event of conflict between the terms of the Agreement and this Amendment, the terms of this Amendment shall be controlling. In addition, except as otherwise stated in this Amendment, all initially capitalized terms will have the same respective defined meaning Stated in the Agreement. All captions are for reference purposes only and shall not be used in the construction or interpretation of this Amendment. LESSOR: TENANT: Seattle SMSA Limited Partnership d/b/a Verizon Wireless By: Cellco P e , Its General Partner By: Robert F. Swain Title: West Area VP, Network F:V]ncsI520511Amcndments%SE 07/03ro2 AFEAWAY Amendment.doc 4 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of Califomia County of ss. on 7 -2 A-0-'2 Oak personally appeared before me,�_ NYrM ena'fee al fl[gcar [a.q.,'.Sa�fe fJaa. P+�ic� � )e� i �=. �w A.- C Rai. , WILSON Canmi on S 128"99 NOW �[biic • Cdrfomia cmnoa cauniy CMOL`r'N J. WIL110N corrWo"10n a 12844" NOfary Public - Cslifbmia Mrc►rm Bq*w Dec, 5, 2w4 Poo. Notary SaW AbM ❑ rsonally known to me proved to me on tho basis of satisfactory evidence to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that helshelthey executed the same in his/her/their authorized caPaCity(ies), and that by his/her/their signature(s) on the instrument the porson(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. rm' � d Noary y'�eie Though MO Inforne6orl below is nor regwrod b�PT/QNALQ valuable to persons relyitV an itre docwmwt and Mddpreverll fmudulanf ren7oval and reagachnvni of this farm so anaVvr d ommear. Descriptlon of Attached Document Title or Type of Document: '.s DacumeM Data Number of Pages: Signers) Od1er Thal► Named Above: Capacity(les) Claimed by Signer StgWe Name. D Individual D Corporate Officer —• Ti11e(s): TOO w eariw net. O Partner — O Limited ❑General ❑ Attorney in Fact O Trustee O Guardian or Conservator D Other. Signer is Fiepresentirlg: 0 1007 NNaw plotary Awoq"on • lJStl O, Solo Aw P.o_ &- 24W • Ch CA 91373-2402 Rod No. 5" FkMdm W Togfwe t 0*47t .MV I-- LESSOR ACKNOWLEDGEMENT STATE OF i � ' ss. COUNTY On this day o0i 2002, before me, a Notary Public in and for the State of _ personally appc d .Iarnes Terdle, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person who executed this instrument, on oath stated that He was authorized to execute the instrument, and acknowledged it as the President of R.S.T. Enterprises, Inc., to be the free and voluntary act and deed of said party for the uses and purposes mentioned in the instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. PAM RUCKER NOTARY PUBLIC STATE OF WASNINGTOV NOTARY P LIC in and for the State o �L- COMMISSION EXPIRES residing at AUGUST 29, 2003 My appointmer pire�s -a3 Print Name }� F.U)=%52051UmendmciimlSE•AFEDWAY AmendmenLdoc 07A W02 R f VAC12M . LMAL Om a fff...iiirrr J S11at, pars log at. the ee■c ti or . - Ch 110.00 ft. o! *h■Sprirtb.ii0.03 It, Of tau sawrne.■t �. of the Morth- t� AMC % af4S;i+etir� n s. To7hip 21 worth. Range * EASL, a• ~ fff 5 r.M.. •awcrt6M as mslo.a: e11y �ain iT .A t ss I S common nrsry at tbs sauthvest corner o! the aforw- _- r 4 AmacYilaed's "'Lvi ft and the try■ point of b"imrng, ;c Sa thsRcn north along the vest tine t.nereo! 40 lt.l thrnce rl'7 wet parIkllel'to the south lips of the subject subdivi- r"I 3 ■los S7 !sets thence south parallel to the west line 40 lest Gore ar lea■ to the south boundary of the subdivi- �� k _lamp th■hte vest along said south Line Sr note or less s�C to the trbc point of beginning; subject To a saver i "serene scsv■e the rest 10' thersofa and T"ather with li 72 a a*mmclwmive sesatat for •ehicle and pedestrian ingrsse Asgrsos-lrom McLlic aighvsy Seuth to the property, Mid M' r am a"anent got telephone cables, ♦Tires and conduits over, I ender or across iwsear's property at the iacataon established blr lessor at ties of Construction of Tenant's building *bell. j 44 S. rr A r .CL 1 r 1 1i 1 r 1 Federal Way Convalescent Center 308TH ST, ?` RFIa � "- LAKE EAST ESTATES A CONDOMINIU UNITS ZF 'x 4a "F-arIcep v4,cv 4e 1 1 �/2aPFQ T ✓ � //✓C °° I ! j sls-,�, 1 z FED] l - 1 w 297E7!,�d'i 0 56 Ac. r '�J .gftr•riw. y )3J O - 1 c �► r A<- a)r - -- ,) ! 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T J4 SITE SOLUTIONS Professional Services May 17, 2017 City of Federal Way Department of Community Development 33325 8th Avenue South Federal Way, WA 98003 RE: Narrative for a roposed modification to an existinIz Wireless Communication Facili Project Name: SEA FEDERAL WAY — VERIZON WIRELESS To Whom It May Concern: On behalf of Verizon Wireless, please find enclosed a Process I Application and related materials for a proposed antenna modification at the facility described below. The following is a summary of the proposed action: L GENERAL INFORMATION Applicant: Verizon Wireless, c/o J4 Site Solutions, Inc. John Eder 10427 205th Dr. SE Snohomish, WA 98290 Parcel Number: 082104-9064 Property Address: 30911 Pacific Hwy S, Federal Way, WA 98003 Project Valuation: $15,000 II. PROJECT DESCRIPTION At the top of the existing 150 tower, replace (9) antennas, replace (3) remote radio heads, add (3) new remote radio heads, remove (6) diplexers and replace with (4) diplexers. No changes to the ground equipment other than adding ancillary equipment inside the existing equipment building. PH: 253-278-2902 1 10427 205TH DR SE, Snohomish, WA 98290 1 john@j4sitesolutions.com Page 2 III. ITEMIZED LIST OFSUBMITTAL DOCUMENTS 1. This Narrative 2. Application Fee 3. Submittal Requirements for Process I 4. Master Land Use Application 5. Authorized Representative letter from Verizon Wireless 6. Copy of the land lease agreement (in lieu of land owner signature on Master Application) 7. E-mail from Peter Lawrence, Plan Examiner, stating a Building Permit is not required 8. E-mail from the tower owner authorizing the proposal 9. (6) Sets of drawings 10. (2) Sets of structural calculations Sincerely, S John Eder J4 Site Solutions, Inc. Authorized Representative of Verizon Wireless PH: 253-278-2902 1 10427 205TH DR SE, Snohomish, WA 98290 1 john@j4sitesolutions.com CITY OF rederal Way APPLICATION NO(s) R E C E I V E MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT MAY 17 2017 33325 8`h Avenue South Federal Way, WA 98003-6325 CITY OF FEDERAL WAY 253-835-2607; Fax 253-835-2609 COMMUNITY DEVELOPMENT %vAvu•.citvoftcdcral xaY.com ice- Io2�5s-oo UPS Project Name SEA FEDERAL WAY - VERIZON WIRELESS Property Address/Location 30911 Pacific Hwy S. Federal Way, WA 98003 Parcel Number(s) 082104-9064 Date __5f Project Description At the t2R of the existing 150 tower, lace 9 antennas replace 3 remote radio heads, add (3) new remote radio heads. remove 6 di lexers and replace with 4 di lexers. No changes to the ground equipment other than adding ancillary equipment inside the existing equipment building. '11A AJE Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference X Process I (Director's Approval) Process H (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information Community Business ,Zoning Designation ommunity HusinessComprehensive Plan Designation _N/A Value of Existing Improvements $15.000 Value of Proposed Improvements International Building Code (IBC): U - Unoccupied Occupancy Type II-B Construction Type Applicant Name: Verizon Wireless Address: 3245 158th Ave SE, Floor 3 City/State: Bellevue, WA Zip: 98008 Phone: 425-603-2824 - Shirley Vangen Fax: N/A Email: Shiricy.Vpngen@VerizonWireless.com Signature: �L�, 1�,a� Agent (if different than Applicant) Name: John Eder, J4 Site Solutions, Inc. Address: 10427 205th Dr. SE City/State: Snohomish, WA Zip:98290 Phone:253-278-2902 Fax: N/A Email: johna@j4sitesolutions.com Signature: Owner Name: RST Enterprises Inc. Address: 1851 Central Plaza S, Suite 225 City/State: Kent, WA Zip: 98030 Phone: Fax: Email: Signature: See enclosed redacted lease agreement in lieu of Owner signature SIGN HERE Bulletin #003 —January 1, 2011 Page 1 of 1 k:\Handouts\A4aster Land Use Application FAI AMERICAN TOWER' C O R P O R A T f Q N This repo it ►ti+as pfepared for American Tower COfPOfation by T O W E R ENGINEERING PROFESSIONALS Structural Analysis Report Structure ATC Site Name ATC Site Number Engineering Number Proposed Carrier Carrier Site Name Carrier Site Number Site Location County Date Max Usage Result Prepared By: Kyle Anderson, E.I. TEP : 150 ft Monopole : Federal Way #2, WA : 82957 : OAA701066_C3_01 : Verizon Wireless : SEA Federal Way : 102819 : 30911 Pacific Hwy S Federal Way, WA 98003-4950 47.324722,-122.31339 King : April 25, 2017 : 84% : Pass Reviewed By: RECEIVED MAY 17 20V GTTY OF FECIEIaAL WAY WmMUNITY DEVEWPMENT 4�iDOE lriv0 WAS 41 ¢' v, w z 52921 COA: 3408 Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.tepgroup.net Eng. Number OAA701066_C3_01 April 25, 2017 E\y��! arsww m c a sr,rw .y...n!nreeM Table of Contents Introduction.................................................................................................................................... 1 SupportingDocuments.................................................................................................................... 1 Analysis.......................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existingand Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 2 StructureUsages.............................................................................................................................. 3 Foundations..................................................................................................................................... 3 Deflection, Twist, and Sway............................................................................................................... 3 StandardConditions......................................................................................................................... 4 Calculations......................................................................................................................... Attached Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.tepgroup.net Eng. Number OAA701066_C3_01 April 25, 2017 Page 1 rewcu er,r„c-w.i.a Introduction The purpose of this report is to summarize results of a structural analysis performed on the 150 ft monopole to reflect the change in loading by Verizon Wireless. Supporting Documents Tower Drawings ITT Meyer, AT&T Spec. #AT-8935, dated April 13,1984 Geotechnical Report Earth Consultants Project #E-2009, dated May 3,1983 Modifications ATC Eng. #24242132, dated March 6, 2006 Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second -order effects per ANSI/TIA-222. Basic Wind Speed: 85 mph (3-Second Gust, Vim) / 110 mph (3-Second Gust, V„n) Basic Wind Speed w/ Ice: 30 mph (3-Second Gust) w/ 1/4" radial ice concurrent Code: ANSI[nA-222-G / 2015 IBC Class: 11 -Structure Exposure Category: B Topographic Category: 1 Crest Height: 0 ft Response: Ss =1.30, S1= 0.50 -Spectral Site Class: D - Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.tepgroup.net Eng. Number OAA701066_C3_01 April 25, 2017 Page 2 Existina and Reserved Equipment Elevation' (ft) City Antenna Mount Type Lines Carrier Mount RAD 150.0 154.0 2 Antel BXA-80090/8CF Platform w/Handrails (1)1.09" Hybrid (2) 7/8" Coax Verizon 1 Antel BXA-80063/8CF 137.0 141.0 1 Trimble Acutime 2000 Side Arms (10)1/2" Coax (8) 5/16" Coax (4) 2" Conduit Clearwire 3 Motorola PTP-600 1 Andrew VHLP2-18 1 Andrew VHLP2-23 2 Andrew PX2F-52 1 Andrew VHLP2.5-23-1GR 137.0 4 Huawei RRU3702 4 Kathrein 84010054 126.0 126.0 1 12" x 12" Junction Box Flush - 120.0 120.0 2 Til-Tek TA-2335-DAB-H T-Arm (2)15/8" Coax Sirius XM Radio 80.0 80.0 1 RFS 562-10713C Leg (1) EW63 Verizon 40.0 40.0 1 Til-Tek TA-2324-LHCP Flush (1) 7/8" Coax Sirius XM Radio Equipment to be Removed Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 150.0 156.0 3 Antel BXA-185063/8CF _ (10)1 S/8" Coax Verizon 3 Antel BXA-171063/8CF 3 Ericsson RRUS-11 1 Raycap RxxDC-3103-PF-48 154.0 3 Antel BXA-70063/8CF 150.0 6 ClearComm CCDP-410-1 Proposed E ui ment Elevation' (ft) City Antenna Mount Type Lines Carrier Mount RAD 150.0 156.0 1 Raycap RCMDC-3315-PF-48 Platform w/ Handrails (10) 7/8" Coax Verizon 155.0 1 Antel QUAD656WOOOOG 2 Antel QUAD456W000OG 154.0 6 Ericsson RRUS 32(55.1 Ibs) 2 Quintel QS8658-3 (110lbs) 4 Antel HEX458CW000OG 152.0 4 Commscope CBC78-DF-2x (13.9 Ib) 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Install proposed coax inside the pole shaft. Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 office - 919-661-6350 Fax - www.tepgroup.net Eng. Number OAA701066_C3_01 April 25, 2017 Page 3 �y►CF Sy,sw: ivat+. Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 63% Pass Shaft 58% Pass Base Plate 49% Pass Flanges 20% Pass Reinforcement 76% Pass Foundations Reaction Component Analysis Reactions % of Usage Moment (Kips -Ft) 1933.0 84% Axial (Kips) 41.1 46% Shear (Kips) 19.08 22% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway' Antenna Elevation (ft) Antenna Carrier Deflection (ft) Sway (Rotation) (�) 150.0 Commscope CBC78-DF-2x (13.9 lb) Verizon Wireless 5.588 4.213 Raycap RCMDC-3315-PF-48 Ericsson RRUS 32(55.1 Ibs) Antel QUAD656W000OG Antel QUAD456W000OG Quintel QS8658-3 (110 Ibs) Antel HEX458CW000OG 137.0 Andrew Microwaves VHLP2-18 Clearwire 4.648 4.046 Andrew Microwaves VHLP2-23 Andrew Microwaves PX2F-52 Andrew Microwaves PX2F-52 Andrew Microwaves VHLP2.5-23- 1GR 80.0 RFS 02-1076C Verizon 1.482 2.245 "Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per AN5IjTIA-z22-G Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.tepgroup.net Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: -- Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919.661-6351 Office - 919-661-6350 Fax - www.tepgroup.net Job Information I ©2007 - 2017 by ATC IP LLC. A# rights reserved. 150'-0' 131-0 126'-0' 120'-0` 110'-0' 65'-4' 40'-0' 30'-0' 24-7' 0'0 316 -k (65 K51) 44-0' 1/4' Thick (65 iCS1) L65 5/16'Thick (65 K5 65 hi 3/8"TThick (65 K=', -0' Pole : 82957 Code: ANSIITIA-222-G Description : 150' ft ITT AT&T pole - Model verified 418113 Client: Verizon Wireless Struct Class : II Location : Federal Way #2. WA Shape: 12 Sides Exposure: B Height: 150.00 (ft) Topo : 1 Base Elev (ft): 0.00 Taper: 0.150834in/ft) Sections Properties Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (ft) Top Bottom (in) Type (in) (in/ft) (ksi) 1 30.000 31.47 36.00 0.375 0.000 0.150800 65 2 45.417 26.06 32.91 0.313 Slip Joint 65.000 OA50800 65 3 44.667 20.53 27.27 0.250 Slip Joint 56.000 0.150800 65 4 40.000 14.50 20.53 0.188 Butt Joint 0.000 0.150800 65 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Qty Description 150.000 150.000 1 Flat Platform w/ Handrails 150.000 154.000 4 Antel HEX458CW000OG 150.000 154.000 2 Quintel OS8658-3 (110 Ibs) 160.000 154.000 1 Antel BXA-8006318CF 150.000 155.000 2 Antel QUAD456W000OG 150.000 155.000 1 Antel QUAD636W000OG 150.000 154.000 2 Antel BXA-8009018CF 150.000 164.000 6 Ericsson RRUS 32(55.1 Ibs) 150.000 156.000 1 Raycap RCMDC-3315-PF-48 150.000 152.000 4 Commscope CBC78-DF-2x 137.000 141.000 1 Andrew Microwaves PX2F-52 137.000 137.000 1 Side Arms 137.000 141.000 1 Andrew Microwaves VHLP2.5- 137.000 141.000 1 Andrew Microwaves PX2F-52 137.000 141.000 1 Andrew Microwaves VHLP2-23 137.000 141.000 1 Andrew Microwaves VHLP2-18 137.000 141.000 3 Motorola PTP-600 137.000 141.000 1 Trimble Acutime 2000 137.000 137.000 4 Huawei RRU3702 137.000 137.000 4 Kathrein 840 10054 126.000 126.000 1 12" x 12" Junction Box 120.000 120.000 1 Round T-Arm 120.000 120.000 2 Til-Tek TA-2335-DAB-H 80.000 80.000 1 RFS SB2-107BC 40.000 40.000 1 Til-Tek TA-2324-LHCP Linear Appurtenance Elev (ft) Exposed From To Description To Wind 0.000 40.000 7/8" Coax No 0.000 80.000 EW63 No 0.000 120.0 1 518" Coax No 0.000 131.1 #18 DYWIDAG Yes 0.000 137.0 1/2" Coax No 0.000 137.0 2" Conduit Yes 0.000 137.0 5116" Coax No 0.000 150.0 1.09" Hybrid No 0.000 150.0 7/8" Coax No 150'-0' 137-0' 12v'-0' 120'-0' 110'-0' 80'-0' 70'-0' 65-4` 40'-0' 30'-0 24-7° 0'0 40'-0' 3/16`Thick (65 K5P 114' Thick (65 KSI) 56' 45-5' 5/16'Thick (65 {SI} 65' 30'-0` 3/8'Thck (65 KS-) -0` .2D + 1.6W .9D + 1.6W .213 + 1.ODi + 1.OWi 1.2+0.2Sds)"DL+E 1.2+0.2Sds)"DL+E 0 - 0.2Sds) " DL + E 1.9 - 0.2Sds) . DL + E .OD + 1.OW 85 mph with No Ice 85 mph with No Ice (Reduced DL) 30 mph with 0.25 in Radial Ice Seismic Equivalent Lateral Forces Method Seismic Equivalent Modal Analysis Method Seismic (Reduced DL) Equivalent Lateral Seismic (Reduced DL) Equivalent Modal Serviceability 60 mph Reactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 1.21) + 1.6W 1933.02 19.08 41.08 0.91) + 1.6W 1897.14 19.04 30.80 1.213 + 1.0131 + 1.OWi 172.28 1.66 46.78 (1.2 + 0.2Sds) " DL + E ELFM 648.50 5.31 45.15 0.2 + 0.2Sds) ` DL + E EMAM 955.52 8.17 45.14 (0.9 - 0.2Sds) « DL + E ELFM 624.91 5.30 23.89 (0.9 - 0.2Sds) " DL + E EMAM 918.13 8.14 23.88 COD + 1.OW 603.35 6.02 34.26 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 1.OD + 1.OW 80.00 10.601 1.252 1.OD + COW 137.00 29.775 1.968 1.00 + COW 137.00 29.775 1.968 1.OD + COW 137.00 29.775 1.968 1.013 + 1.OW 137.00 29.775 1.968 1.OD + 1.OW 137.00 29.775 1.968 150.000 145.000 140.000 135.000 130.000 125.000 120.000 115.000 110.000 105.000 100.000 95.000 90.000 85.000 80.000 75.000 uJ 70.000 65.000 60.000 55.000 50.000 45.000 40.000 35.000 30.000 24.583 20.000 15.000 10.000 5.000 0.000 o as 0 17 026 �-O Load Case :1.2D + 1.6W Max Ratio 58.13% at 0.0 ft 0.02 0.12 0.22 0.32 0.42 0.52 0.62 0.72 0.82 0.92 L Interaction Site Number: 82957 Code: ANSI/TIA-222-G m 2007 - 2017 by ATC IP LLC. All rights reserved. Site Name: Federal Way #2, WA Engineering Number: OAA701066_C3_01 4/25/2017 2:51:48 PM Customer: Verizon Wireless Analysis Parameters Location: King County, WA Height (ft): 150 Code: ANSI/TIA-222-G Base Diameter (in): 36.00 Shape: 12 Sides Top Diameter (in): 14.50 Pole Type: Taper Taper (in/ft) : 0.151 Pole Manfacturer: ITT Meyer Rotation (deg) : 0.00 Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 85 mph Exposure Category: B Design Wind Speed With Ice: 30 mph Topographic Category: 1 Operational Wind Speed: 60 mph Crest Height: 0.0 ft Design Ice Thickness: 0.25 in Seismic Parameters Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class: D - Stiff Soil Period Based on Rayleigh Method (sec): 2.81 TL (sec): 6 p: 1.3 CS: 0.119 S s: 1.300 Sj: 0.498 C S Max: 0.119 Fe: 1.000 Fv : 1.502 C s Min: 0.038 S ds: 0.867 Sd1 : 0.499 I Hari (`acnc 1.21D + 1.6W 85 mph with No Ice 0.913 + 1.6W 85 mph with No Ice (Reduced DL) 1.2D + 1.ODi + 1.OWi 30 mph with 0.25 in Radial Ice (1.2 + 0.2Sds) ' DL + E ELFM Seismic Equivalent Lateral Forces Method (1.2 + 0.2Sds) ` DL + E EMAM Seismic Equivalent Modal Analysis Method (0.9 - 0.2Sds) ' DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method (0.9 - 0.2Sds) ' DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method 1.OD + 1.OW Serviceability 60 mph Page: 1 Site Number: 82957 Code: ANSI/TIA-222-G O 2007 - 2017 by ATC IP LLC, All rights reserved. Site Name: Federal Way #2, WA Engineering Number: OAA701066_C3_01 4/25/2017 2:51:48 PM Customer: Verizon Wireless Shaft Section Properties Bottom Top --� slip Sect Length Thick Fy Joint Joint Weight Dia Elev Area 2) Ix 4) W/t D/t Dia Elev Area Ix W/t (in2) (in4) Ratio D/t Taper Ratio (inlft Info [ft} (in) (ksi) Type Len (in) [lby (in) (ft) (in (in Ratio Ratio (in) (ft) 1-12 30.000 0.3750 65 0.00 4,112 36.00 0.00 43.02 6968.5 23.58 96.00 31.47 30.00 37.55 4636.1 20.35 83.93 0.150833 2-12 45.417 0,3125 65 Slip 65.00 4,538 32.91 24.58 32.81 4451.7 26.08 105.33 26.06 70.00 25.92 2194.0 20.21 83.41 0.150833 3-12 44.667 0.2500 65 Slip 56.00 2,894 27.27 65.33 21.75 2027.1 27.08 109.08 20.53 110.00 16.33 857.4 19.86 82.13 0.150833 4-12 40.000 0.1875 65 Butt 0.00 1,424 20.53 110.00 12.28 649.0 27.20 109.51 14.50 150.00 8.64 225.9 18.58 77.33 0.150833 Shaft Weight 12,968 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (lb) (sf) Factor (lb) (so Factor (ft) (ft) 150.00 Antel BXA-80063/8CF 1 24.00 10.670 0.65 86.73 11.200 0.65 0.000 4.000 150.00 Antel BXA-80090/8CF 2 23.00 8,291 0.73 78.72 8.786 0.73 0.000 4.000 150.00 Ante[ HEX458CW000OG 4 57.00 13.410 0.66 146.37 14.345 0.66 0.000 4.000 150.00 Antel QUAD456W000OG 2 44.80 9.390 0.60 102.56 10.274 0.60 0.000 5.000 150.00 Antel QUAD656W000OG 1 32.70 8.540 0.69 99.88 8.005 0.69 0.000 5.000 150.00 Commscope CBC78-DF-2x 4 13.90 0.450 0.50 17.77 0.473 0.50 0.000 2.000 150.00 Ericsson RRUS 32(55.1 Ibs) 6 55.10 2.850 0.50 81.25 3.084 0.50 0.000 4.000 150.00 Flat Platform w/ Handrails 1 2000.00 42.400 1.00 2,473.90 49.393 1.00 0.000 0.000 150.00 Quintel QS8658-3 (110 ibs) 2 110.00 11.470 0.73 186.90 12.014 0.73 0.000 4.000 150.00 Raycap RCMDC-3315-PF-48 1 21.40 2.510 0.50 48.31 2.716 0.50 0.000 6.000 137.00 Andrew Microwaves Px2F-52 1 14.00 5.230 0.53 27.72 5.742 0.53 0.000 4.000 137.00 Andrew Microwaves PX2F-52 1 14.00 5.230 0.87 27.72 5.742 0.87 0.000 4.000 137.00 Andrew Microwaves VHLP2- 1 31.00 4.690 0.99 63.30 5,111 0.99 0.000 4.000 137.00 Andrew Microwaves VHLP2- 1 27.00 4.690 0.66 59.23 5.111 0,66 0.000 4,000 137.00 Andrew Microwaves 1 48.00 8.420 0.96 105.01 8.983 0.96 0.000 4.000 137.00 Huawei RRU3702 4 44.00 2.210 0.50 61.32 2.396 0.50 0.000 0.000 137.00 Kathrein 840 10054 4 35.00 4.580 0.59 63.16 4.865 0.59 0.000 0.000 137,00 Motorola PTP-600 3 12.10 1.750 0.50 25.54 1.923 0.50 0.000 4.000 137.00 Side Arms 1 40.00 8.500 0.67 51.06 10.850 0.67 0.000 0,000 137.00 Trimble Acutime 2000 1 1.30 0,300 1.00 5.76 0.217 1.00 0.000 4.000 126.00 12" x 12" Junction Box 1 10.00 1.200 0.50 23.85 1.340 0.50 0.000 0,000 120.00 Round T-Arm 1 250.00 9.700 0.67 318.12 12.387 0.67 0.000 0.000 120.00 Til-Tek TA-2335-DAB-H 2 33.00 6.650 1.00 82.62 6.989 1.00 0,000 0.000 80.00 RFS S132-10713C 1 26.50 5.400 1.00 61.47 5.829 1.00 0.000 0.000 40.00 Til-Tek TA-2324-LHCP 1 31.00 3.180 1.00 59.19 3.432 1.00 0.000 0.000 Totals 48 3959.00 6,131.46 Number of Loadings: 25 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter Weight Width Exposed (ft) (ft) Qty Description (in) (lb/ft) Flat (in) To Wind Carrier 0.00 150.00 1 1.09" Hybrid 1.12 0.90 N 0.00 N Verizon Wireless 0.00 150.00 12 7/8" Coax 1.09 0.33 N 0.00 N Verizon Wireless 0.00 137.00 10 1/2" Coax 0.63 0.15 N 0.00 N Clearwire 0.00 137.00 4 2" Conduit 2.38 3.65 N 2.38 Y Clearwire 0.00 137.00 8 5/16" Coax 0.31 0.05 N 0.00 N Clearwire 0.00 131.17 4 #18 DYWIDAG 2.25 13.60 N 5.62 Y 0.00 120.00 2 1 5/8" Coax 1.98 0.82 N 0.00 N XM Satellite 0.00 80.00 1 EW63 2.01 0.51 N 0.00 N Verizon Wireless 0.00 40.00 1 718" Coax 1.09 0.33 N 0.00 N XM Satellite Page: 2 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Additional Steel Code: ANSI/TIA-222-G Engineering Number: OAA701066_C3_01 © 2007 - 2017 by ATC IP LLC. All rights reserved. 4/25/2017 2:51:48 PM Elev Elev -- Intermediate Connectiong— From To Fy Offset Spacing Len (ft) (ft) Qty Description (xs3) (in) Description (in) (in) Connectors Continuation? 0.00 128.0 4 SOL #18 All Thread 75 2.19 6" Angle Bracket 30.0 3.31 5/8" A36 U-Bolt No Page: 3 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G ® 2007 - 2017 by ATC IP LLC. All rights reserved. Engineering Number: OAA701066_C3_01 4/25/2017 2:51:48 PM Segment Properties (Max Len : 5.ft) Seg Top Flat Additional Reinforcing Elev Thick Dia Area Ix W/t ❑It F'y S Z Weight Area Ix Weight (ft) Descripti❑n (in) (in) (ina) (in") Ratio Ratio (ksi) (in3) (0) (lb) (ink (W)(lb) 0.00 0.3750 36.000 43.017 6,968.5 23.58 96.00 79.0 373.9 0.0 0.0 16.00 3,671 0.0 5.00 0.3750 35.246 42.107 6,535.2 23.04 93.99 79.6 358.2 0.0 724.1 16.00 3,543 272.0 10.00 0.3750 34.492 41.196 6,120.3 22.50 91.98 80.2 342.8 0.0 708.6 16.00 3,418 272.0 15.00 0.3750 33.737 40,285 5,723.3 21.96 89.97 80.8 327.7 0.0 693.2 16.00 3,294 272.0 20.00 0,3750 32.983 39.375 5,343.9 21.42 87.96 81.3 313.0 0.0 677.7 16.00 3,173 272.0 24.58 Bot - Section 2 0.3750 32.292 38.540 5,011.2 20.93 86.11 81.9 299.8 0.0 607.6 16.00 3,064 249.3 25.00 0.3750 32.229 38,464 4,981.6 20.89 85.94 81.9 298.6 0.0 101.1 16.00 3,152 22.7 30.00 Top - Section 1 0.3125 32.100 31.986 4,125.4 25.38 102.72 77.0 248.3 0.0 1,197.3 16.00 3,034 272.0 35.00 0.3125 31.346 31.227 3,838.6 24,73 100.31 77.7 236.6 0.0 537.8 16.00 2,918 272.0 40.00 0.3125 30.592 30.468 3,565.5 24.09 97.89 78.4 225.2 0.0 524.8 16.00 2,804 272.0 45.00 0.3125 29.837 29.710 3,305.7 23.44 95,48 79.1 214.0 0.0 511.9 16.00 2,692 272.0 50.00 0.3125 29.083 28.951 3,058.8 22.79 93.07 79.9 203.2 0.0 499.0 16.00 2,582 272.0 55.00 0.3125 28.329 28.192 2,824.5 22.15 90.65 80.6 192.6 0.0 486.1 16.00 2,475 272.0 60.00 0.3125 27.575 27.433 2,602.5 21.50 88.24 81.3 182.3 0.0 473.2 16.00 2,370 272.0 65.00 0.3125 26,821 26.674 2,392.4 20.85 85.83 81.9 172.3 0.0 460.3 16.00 2,268 272.0 65.33 Bot - Section 3 0.3125 26.771 26.623 2,378.8 20.81 85.67 81.9 171.7 0.0 30.2 16.00 2,261 18.1 70.00 Top - Section 2 0.2500 26.567 21.185 1,872.7 26.33 106.27 76.0 136.2 0.0 758.1 16.00 21234 253.9 75.00 0.2500 25.812 20.578 1,716.3 25.52 103.25 76.9 128.5 0.0 355.3 16.00 2,134 272.0 80.00 0.2500 25.058 19.971 1,568.8 24.71 100.23 77.8 120.9 0.0 344.9 16.00 2,037 272.0 85.00 0.2500 24.304 19.364 1,430.1 23.91 97.22 78.6 113.7 0.0 334.6 16.00 1,942 272.0 90.00 0.2500 23,550 18.756 1,299.7 23.10 94.20 79.5 106.6 0.0 324.3 16.00 1,849 272.0 95.00 0.2500 22.796 18.149 1,177.6 22.29 91.18 80.4 99.8 0.0 314.0 16.00 1,759 272.0 100.0 0.2500 22.042 17.542 1,063.3 21.48 88.17 81.3 93.2 0.0 303.6 16.00 1,670 272.0 105.0 0.2500 21.287 16.935 956.7 20.67 85.15 81.9 86.8 0.0 293.3 16.00 1,584 272.0 110.0 Top - Section 3 0.2500 20.533 16.328 857.4 19.86 82.13 81.9 80.7 0.0 283.0 16.00 1,501 272.0 110.0 Bot - Section 4 0.1875 20.533 12.284 649.0 27.20 109.51 75.0 61.1 0.0 16.00 1,501 115.0 0.1875 19.779 11.828 579.5 26.12 105.49 76.2 56.6 0.0 205.1 16.00 1,419 272.0 120.0 0.1875 19.025 11.373 515.1 25.04 101.47 77.4 52.3 0.0 197.4 16.00 1,340 272.0 125.0 0.1875 18,271 10.918 455.7 23.97 97.44 78.6 48.2 0.0 189.6 16.00 1,263 272.0 126.0 0.1875 18.120 10.827 444.4 23.75 96.64 78.8 47.4 0.0 37.0 16.00 1,248 54.4 128.0 Reinf. Top 0,1875 17.818 10.645 422.3 23.32 95.03 79.3 45.8 0.0 73.1 16.00 1,218 108.8 130.0 0.1875 17.517 10.462 401.0 22.89 93.42 79.8 44.2 0.0 71.8 135.0 0.1875 16.762 10.007 350.9 21.81 89.40 80.9 40.4 0.0 174.1 137.0 0.1875 16,461 9.825 332.1 21.38 87.79 81.4 39.0 0.0 67.5 140.0 0.1875 16.008 9.552 305.2 20.73 85.38 81.9 36.8 0.0 98.9 145.0 0.1875 15.254 9.096 263.6 19.66 81.36 81.9 33.4 0.0 158.6 150.0 0.1875 14.500 8.641 225.9 18.58 77.33 81.9 30.1 0.0 150.9 12,968.0 6,963.2 Page: 4 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G Engineering Number: OAA701066_C3_01 © 2007 - 2017 by ATC IP LLC. All rights reserved. 4/25/2017 2:51:48 PM Load Case: 1.2D + 1.6W 85 mph with No Ice 27 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY Mz Load Wind FX Load Wind FX Load MY Mz (ft) Description (lb) (lb) (lb) (lb-ft) (lb-ft) (lb) (lb) (lb) (lb) (lb) (lb-ft) (lb) 0.00 199.6 0.0 0.0 0.0 199.6 0.0 0.0 0.0 5.00 395.0 869.0 84.2 795.8 479.2 1,664.8 0.0 0.0 10.00 386.5 850.4 84.2 795.8 470.7 1,646.2 0.0 0.0 15.00 378.1 831.8 84.2 795.8 462.3 1,627.6 0.0 0.0 20.00 354.5 813.2 84.2 795.8 438.7 1,609.0 0.0 0.0 24.58 Bot - Section 2 183.0 729.1 77.2 729.5 260.2 1,458.6 0.0 0.0 25.00 197.3 121.3 7.0 66.3 204.3 187.6 0.0 0.0 30.00 Top - Section 1 364.0 1,436.8 84.2 795.8 448.2 2,232.6 0.0 0.0 35.00 367.1 645.3 85.5 795.8 452.6 1,441.1 0.0 0.0 40.00 Appertunance(s) 372.3 629.8 74.8 0.0 0.0 37.2 87.8 795.8 534.9 1,462.8 0.0 0.0 45.00 375.5 614.3 89.9 793.9 465.5 1,408.2 0.0 0.0 50.00 377.3 598.8 91.8 793.9 469.1 1,392.7 0.0 0.0 55.00 377.6 583.3 93.6 793.9 471.2 1,377.2 0.0 0.0 60.00 376.9 567.8 95.2 793.9 472.1 1,361.7 0.0 0.0 65.00 200.6 552.3 96.7 793.9 297.3 1,346.2 0.0 0.0 65.33 Bot - Section 3 190.2 36.3 6.5 52.9 196.7 89.2 0.0 0.0 70.00 Top - Section 2 366.7 909.7 91.7 740.9 458.4 1,650.6 0.0 0.0 75.00 376.0 426.3 99.5 793.9 475.5 1,220.2 0.0 0.0 80.00 Appertunance(s) 371.8 413.9 154.8 0.0 0.0 31.8 100.8 793.9 627.5 1,239.6 0.0 0.0 85.00 367.0 401.5 102.0 790.8 468.9 1,192.3 0.0 0.0 90.00 361.4 389.1 103.1 790.8 464.6 1,179.9 0.0 0.0 95.00 355.3 376.7 104.2 790.8 459.5 1,167.5 0.0 0.0 100.00 348.6 364.4 105.3 790.8 453.9 1,155.2 0.0 0.0 105.00 341.4 352.0 106.3 790.8 447.7 1,142.8 0.0 0.0 110.00 Top - Section 3 333.7 339.6 107.3 790.8 441.0 1,130.3 0.0 0.0 115.00 325.6 246.2 108.2 790.8 433.8 1,037.0 0.0 0.0 120.00 Appertunance(s) 317.0 236.8 637.4 0.0 0.0 379.2 109.1 790.8 1,063.6 1,406.8 0.0 0.0 125.00 187.0 227.6 110.0 781.0 297.0 1,008.5 0.0 0.0 126.00 Appertunance(s) 91.6 44.4 19.6 0.0 0.0 12.0 22.1 156.2 133.3 212.6 0.0 0.0 128.00 Reinf. Top 121.0 87.7 44.3 312.4 165.3 400.1 0.0 0.0 130.00 207.0 86.2 44.5 181.8 251.5 268.0 0.0 0.0 135.00 200.3 209.0 56.3 204.3 256.5 413.3 0.0 0.0 137.00 Appertunance(s) 123.8 81.0 1,300.9 0.0 2,812.4 633.1 0.0 51.3 1,424.7 765.4 0.0 0.0 140.00 184.5 118.7 0.0 17.5 184.5 136.2 0.0 0.0 145.00 223.6 190.4 0.0 29.2 223.6 219.5 0.0 0.0 150.00 Appertunance(s) 109.6 181.1 4,024.3 0.010,742.2 3,657.5 0.0 29.2 4,133.9 3,867.7 0.0 0.0 Totals: 19,187.4 41,119.1 0.00 0.00 Page: 5 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G Engineering Number: OAA701066_C3_01 0 2007 - 2017 by ATC IP U-C. All rights reserved. 4/25/2017 2:51:49 PM Load Case: 1.21) + 1.6W 85 mph with No Ice 27 Iterations Gust Response Factor :1.10 Wind Importance Factor :1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY Mz MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -41.08 -19.08 0.00 -1,933.02 0.00 1,933.02 3,058.441,529.22 5.00 -39.33 -18.77 0.00 -1,837.62 0.00 1,837.62 3,015.961,507.98 10.00 -37.61 -18.45 0.00 -1,743.78 0.00 1,743.78 2,972.521,486.26 15.00 -35.90 -18.13 0.00 -1,651.51 0.00 1,651.51 2,928.131,464.06 20.00 -34.23 -17.81 0.00 -1,560.84 0.00 1,560.84 2,882.761,441.38 24.58 -32.73 -17.60 0.00 -1,479.19 0.00 1,479.19 2,840.771,420.38 25.00 -32.51 -17.47 0.00 -1,471.86 0.00 1,471.86 2,835.171,417.59 30.00 -30.21 -17.10 0.00 -1,384.53 0.00 1,384.53 2,217.621,108.81 35.00 -28.71 -16.73 0,00 -1,299.05 0.00 1,299.05 2,184.831,092.41 40.00 -27.19 -16.27 0.00 -1,215.39 0.00 1,215.39 2,151.071,075.53 45.00 -25.73 -15.87 0.00 -1,134.02 0.00 1,134.02 2,116.351,058.18 50.00 -24.29 -15.46 0.00 -1,054.65 0.00 1,054.65 2,080.671,040.33 55.00 -22.87 -15.02 0.00 -977.38 0.00 977.38 2,044.021,022.01 60.00 -21.47 -14.57 0.00 -902.27 0.00 902.27 2,006.41 1,003.21 65.00 -20.11 -14.25 0.00 -829.40 0.00 829.40 1,966.14 983.07 65.33 -20.00 -14.09 0.00 -824.65 0.00 824.65 1,962.41 981.21 70.00 -18.33 -13.61 0.00 -758.90 0.00 758.90 1,449.00 724.50 75.00 -17.09 -13.13 0.00 -690.87 0.00 690.87 1,423.80 711.90 80.00 -15.84 -12.48 0.00 -625.24 0.00 625.24 1,397.64 698.82 85.00 -14.64 -11.99 0.00 -562.84 0.00 562.84 1,370.52 685.26 90.00 -13.45 -11.48 0.00 -502.91 0.00 502.91 1,342.43 671.21 95.00 -12.29 -10.98 0.00 -445.48 0.00 445.48 1,313.38 656.69 100.00 -11.14 -10.47 0.00 -390,60 0.00 390.60 1,283.36 641.68 105.00 -10.01 -9.95 0.00 -338.26 0.00 338.26 1,248.29 624.15 110.00 -8.89 -9.44 0.00 -288.50 0.00 288.50 1,203.54 601.77 110.00 -8.89 -9.44 0.00 -288.50 0.00 288.50 829.70 414.85 115.00 -7.88 -8.93 0.00 -241.31 0.00 241.31 811.46 405.73 120.00 -6.56 -7.75 0.00 -196.66 0.00 196.66 792.25 396.13 125.00 -5.57 -7.37 0.00 -157.89 0.00 157.89 772.09 386.04 126.00 -5.37 -7.22 0.00 -150.52 0.00 150.52 767.94 383.97 128.00 -4.98 -7.02 0.00 -136.09 0.00 136.09 759.52 379.76 128.00 -4.98 -7.02 0,00 -136.09 0.00 136.09 759.52 379.76 130.00 -4.72 -6.76 0.00 -122.06 0.00 122.06 750.95 375.48 135.00 -4.31 -6.48 0.00 -88.28 0.00 88.28 728.86 364.43 137.00 -3.69 -4.99 0.00 -72.51 0.00 72.51 719.75 359.88 140.00 -3.56 -4.80 0.00 -57.55 0.00 57.55 704.07 352.03 145.00 -3.35 -4.56 0.00 -33.55 0.00 33.55 670.50 335.25 150.00 0.00 -4.13 0.00 -10.74 0.00 10.74 636.94 318.47 Page: 6 4,486.20 2,215.57 4,329.28 2,138.07 4,173.66 2,061.21 4,019.45 1,985.05 3,866.73 1,909.63 3,728.70 1,841.47 3,713.95 1,834.18 2,904.47 1,434.41 2,792.97 1,379.34 2,682.33 1,324.70 2,572.63 1,270.53 2,463.97 1,216.86 2,356.45 1,163.76 2,250.14 1,111.26 2,143.28 1,058.49 2,135.12 1,054.45 1,571.69 776.20 1,499.68 740.64 1,428.27 705.37 1,357.55 670.44 1,287.61 635.90 1,218.54 601.79 1,150.43 568.15 1,079.82 533.28 1,003.35 495.52 695.96 343.71 655.20 323.58 614.84 303.64 574.96 283.95 567.05 280.04 551.31 272.27 551.31 272.27 535.66 264.54 497.03 245.47 481,79 237.94 458.03 226.21 415.16 205.03 374.40 184.90 0.00 0.00 0.581 0.13 -0.25 0.567 0.53 -0.50 0,552 1.20 -0.76 0.537 2.13 -1.01 0,521 3.21 -1.24 0.507 3.32 -1.27 0.500 4.78 -1.52 0.565 6.50 -1.76 0.544 8.49 -2.03 0.522 10.76 -2.29 0.500 13.30 -2.55 0.478 16.10 -2.81 0.455 19.18 -3.06 0.432 22.51 -3.31 0.409 22.75 -3.32 0.408 26.11 -3.55 0.453 29.95 -3.78 0.423 34.04 -4.03 0.392 38.38 -4.26 0.362 42.96 -4.49 0.332 47.77 -4.70 0.302 52.79 -4.90 0.272 58.02 -5.09 0.243 63.44 -5.27 0.216 63.44 -5.27 0.259 69.04 -5.43 0.221 74.80 -5.58 0.184 80.72 -5.72 0.151 81.91 -5.74 0.144 84.33 -5.79 0.132 84.33 -5.79 0.507 86.76 -5.84 0.468 93.07 -6.21 0.366 95.70 -6.34 0,310 99.73 -6.51 0.260 106.65 -6.72 0.169 113.75 -6.84 0.058 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G Engineering Number: OAA701066_C3_01 © 2007 - 2017 by ATC IP LLC. All rights reserved. 4/25/2017 2:51:49 PM Load Case: 0.9D + 1.6W 85 mph with No Ice (Reduced DL) 27 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 Applied Segment Forces Summary - Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY Mz Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (lb) (lb-ft) (lb-ft) (lb) (lb) (lb) (lb) (lb) (lb-ft) (lb) 0.00 199.6 0.0 0.0 0.0 199.6 0.0 0.0 0.0 5.00 395.0 651.7 84.2 596.9 479.2 1,248.6 0.0 0.0 10.00 386.5 637.8 84.2 596.9 470.7 1,234.7 0.0 0.0 15.00 378.1 623.8 84.2 596.9 462.3 1,220.7 0.0 0.0 20.00 354.5 609.9 84.2 596.9 438.7 1,206.8 0.0 0.0 24.58 Bot - Section 2 183.0 546.8 77.2 547.1 260.2 1,094.0 0.0 0.0 25.00 197.3 91.0 7.0 49.7 204.3 140.7 0.0 0.0 30.00 Top - Section 1 364.0 1,077.6 84.2 596.9 448.2 1,674.5 0.0 0.0 35.00 367.1 484.0 85.5 596.9 452.6 1,080.9 0.0 0.0 40.00 Appertunance(s) 372.3 472.4 74.8 0.0 0.0 27.9 87.8 596.9 534.9 1,097.1 0.0 0.0 45.00 375.5 460.7 89.9 595.4 465.5 1,056.1 0.0 0.0 50.00 377.3 449.1 91.8 595.4 469.1 1,044.5 0.0 0.0 55.00 377.6 437.5 93.6 595.4 471.2 1,032.9 0.0 0.0 60.00 376.9 425.9 95.2 595.4 472.1 1,021.3 OD 0.0 65.00 200.6 414.3 96.7 595.4 297.3 1,009.7 0.0 0.0 65.33 Bot - Section 3 190.2 27.2 6.5 39.7 196.7 66.9 0.0 0.0 70,p0 Top - Section 2 366.7 682.2 91.7 555.7 458.4 1,237.9 0.0 0.0 75.00 376.0 319.8 99.5 595.4 475.5 915.2 0.0 0.0 80.00 Appertunance(s) 371.8 310.4 154.8 0.0 0.0 23.8 100.8 595.4 627.5 929.7 0.0 0.0 85.00 367.0 301.2 102.0 593.1 468.9 894.3 0.0 0.0 90.00 361.4 291.9 103.1 593.1 464.6 885.0 0.0 0.0 95.00 355.3 282.6 104.2 593.1 459.5 875.7 0.0 0.0 100.00 348.6 273.3 105.3 593.1 453.9 866.4 0.0 0.0 105.00 341.4 264.0 106.3 593.1 447.7 857.1 0.0 0.0 110.00 Top - Section 3 333.7 254.7 107.3 593.1 441.0 847.7 0.0 0.0 115.00 325.6 184.6 108.2 593.1 433.8 777.7 0.0 0.0 120.00 Appertunance(s) 317.0 177.6 637.4 0.0 0.0 284.4 109.1 593.1 1,063.6 1,055.1 0.0 0.0 125.00 187.0 170.7 110.0 585.7 297.0 756.4 0.0 0.0 126.00 Appertunance(s) 91.6 33.3 19.6 0.0 0.0 9.0 22.1 117.1 133.3 159.4 0.0 0.0 128.00 Reinf. Top 121.0 65.8 44.3 234.3 165.3 300.0 0.0 0.0 130.00 207.0 64.6 44.5 136.4 251.5 201.0 0.0 0.0 135.00 194.7 156.7 56.3 153.2 251.0 310.0 0.0 0.0 137.00 Appertunance(s) 118.3 60.7 1,300.9 0.0 2,812.4 474.8 0.0 38.4 1,419.2 574.0 0.0 0.0 140.00 184.5 89.0 0.0 13.1 184.5 102.1 0.0 0.0 145.00 223.6 142.8 0.0 21.9 223.6 164.6 0.0 0.0 150.00 Appertunance(s) 109.6 135.8 4,024.3 0.010,742.2 2,743.1 0.0 21.9 4,133.9 2,900.8 0.0 0.0 Totals: 19,176.4 30,839.3 0.00 0.00 Page: 7 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G Engineering Number: OAA701066_C3_01 © 2007 - 2017 by ATC IP LLC. All rights reserved. 4/25/2017 2:51:50 PM Load Case: 0.913 + 1.6W 85 mph with No Ice (Reduced DL) 27 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY Mz MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -30.80 -19.04 0.00 -1,897.14 0.00 1,897.14 3,058.44 1,529.22 4,486.20 2,215.57 0.00 0.00 0.568 5.00 -29.47 -18.69 0.00 -1,801.93 0.00 1,801.93 3,015.96 1,507.98 4,329.28 2,138.07 0.13 -0.25 0.554 10.00 -28.16 -18.33 0.00 -1,708.48 0.00 1,708.48 2,972.52 1,486.26 4,173.66 2,061.21 0.52 -0.49 0.539 15.00 -26.87 -17.97 0.00 -1,616.82 0.00 1,616.82 2,928.131,464.06 4,019.451,985.05 1.18 -0.74 0.524 20.00 -25.59 -17.62 0.00 -1,526.95 0.00 1,526.95 2,882.761,441.38 3,866.731,909.63 2.09 -0.99 0.508 24.58 -24.47 -17.39 0.00 -1,446.18 0.00 1,446.18 2,840.77 1,420.38 3,728.701,841.47 3.15 -1.22 0.494 25.00 -24.29 -17.24 0.00 -1,438.93 0.00 1,438.93 2,835.17 1,417.59 3,713.951,834.18 3.26 -1.24 0.487 30.00 -22.56 -16.85 0.00 -1,352.71 0.00 1,352,71 2,217.621,108.81 2,904.471,434.41 4.69 -1.48 0.550 35.00 -21.42 -16.46 0.00 -1,268.45 0.00 1,268.45 2,184.831,092.41 2,792.971,379.34 6.37 -1.73 0.529 40.00 -20.26 -15.98 0.00 -1,186.14 0.00 1,186.14 2,151.07 1,075.53 2,682.331,324.70 8.32 -1.99 0.508 45.00 -19.16 -15.57 0.00 -1,106.22 0.00 1,106.22 2,116.351,058.18 2,572.63 1,270.53 10.53 -2.24 0.486 50.00 -18.07 -15.13 0.00 -1,028.39 0.00 1,028.39 2,080.67 1,040.33 2,463.97 1,216.86 13.02 -2.49 0.464 55.00 -16.99 -14,69 0.00 -952.72 0.00 952.72 2,044.021,022.01 2,356.451,163.76 15.76 -2.74 0.442 60.00 -15.94 -14.23 0.00 -879.28 0.00 879.28 2,006.411,003.21 2,250.141,111.26 18.77 -2.99 0.419 65.00 -14.91 -13.92 0.00 -808.11 0.00 808.11 1,966.14 983.07 2,143.281,058.49 22.03 -3.23 0.397 65.33 -14.83 -13.75 0.00 -803.48 0.00 803.48 1,962.41 981.21 2,135.121,054.45 22.25 -3.25 0.396 70.00 -13.57 -13.27 0.00 -739.33 0.00 739.33 1,449.00 724.50 1,571.69 776.20 25.54 -3.47 0.440 75.00 -12.63 -12.79 0.00 -672.98 0.00 672.98 1,423.80 711.90 1,499.68 740.64 29.29 -3.70 0.410 80.00 -11.70 -12.15 0.00 -609.04 0.00 609.04 1,397.64 698.82 1,428.27 705.37 33.28 -3.93 0.381 85.00 -10.79 -11.66 0.00 -548.30 0.00 548.30 1,370.52 685.26 1,357.55 670.44 37.52 -4.16 0.351 90.00 -9.90 -11.17 0.00 -490.00 0.00 490.00 1,342.43 671.21 1,287.61 635.90 41.99 -4.38 0.322 95.00 -9.03 -10.67 0.00 -434.16 0.00 434.16 1,313.38 656.69 1,218.54 601.79 46.69 -4.59 0.293 100.00 -8.17 -10.18 0.00 -380.80 0.00 380.80 1,283.36 641.68 1,150.43 568.15 51.60 -4.79 0.264 105.00 -7.32 -9.68 0.00 -329.91 0.00 329.91 1,248.29 624.15 1,079.82 533.28 56.70 -4.97 0.236 110.00 -6,49 -9.19 0.00 -281.51 0.00 281.51 1,203.54 601.77 1,003.35 495.52 61.99 -5.14 0.209 110.00 -6.49 -9.19 0.00 -281.51 0.00 281.51 829.70 414.85 695.96 343.71 61.99 -5.14 0.251 115.00 -5.73 -8.70 0.00 -235.58 0.00 235.58 811.46 405.73 655.20 323.58 67.46 -5.30 0.214 120.00 -4.76 -7.55 0.00 -192.09 0.00 192.09 792.25 396.13 614.84 303.64 73.08 -5.45 0.178 125.00 -4.03 -7.19 0.00 -154.33 0.00 154.33 772.09 386.04 574.96 283.95 78.85 -5.58 0.146 126.00 -3.88 -7.04 0.00 -147.14 0.00 147.14 767.94 383.97 567.05 280.04 80.02 -5.61 0.140 128.00 -3.59 -6.85 0.00 -133.05 0.00 133.05 759.52 379.76 551.31 272.27 82.38 -5.65 0.128 128.00 -3.59 -6.85 0.00 -133.05 0.00 133.05 759.52 379.76 551.31 272.27 82.38 -5.65 0.494 130.00 -3.39 -6.60 0.00 -119.35 0.00 119.35 750.95 375,48 535.66 264.54 84.76 -5.70 0.456 135.00 -3.08 -6.33 0.00 -86.37 0.00 86.37 728.86 364.43 497.03 245.47 90.92 -6.06 0.356 137.00 -2.65 -4.86 0.00 -70.91 0.00 70.91 719.75 359.88 481.79 237.94 93.48 -6.19 0.302 140.00 -2.55 -4.68 0.00 -56.32 0.00 56.32 704.07 352.03 458.03 226.21 97.42 -6.36 0.253 145.00 -2.40 -4.44 0.00 -32.95 0.00 32.95 670.50 335.25 415.16 205.03 104.18 -6.56 0.164 150.00 0.00 -4.13 0.00 -10.74 0.00 10.74 636.94 318.47 374.40 184.90 111.11 -6.68 0.058 Page: 8 Site Number: 82957 Code: ANSI/TIA-222-G O 2007 - 2017 by ATC I LLC. All rights reserved. Site Name: Federal Way #2, WA Engineering Number: OAA701066_C3_01 4/25/2017 2:51:50 PM Customer: Verizon Wireless Load Case: 1.213 + 1.ODi + 1.OWi 30 mph with 0.25 in Radial Ice 25 Iterations Gust Response Factor :1.10 Ice Dead Load Factor :1.00 Wind Importance Factor 1.00 Dead Load Factor :1.20 Ice Importance Factor :1.00 Wind Load Factor :1.00 ADDlied Seament Forces Summa Seg Elev (ft) Description Shaft Forces Dead Wind FX Load (lb) (lb) Discrete Forces Torsion Moment Dead Wind FX MY Mz Load (lb) (lb-ft) (lb-ft) (lb) Linear Forces Dead Wind FX Load (lb) (lb) Wind FX (lb) Sum of Forces Dead Torsion Load MY (lb) (lb-ft) Moment Mz (lb) 0.00 15.9 0.0 0.0 0.0 15.9 0.0 0.0 0.0 5.00 31.4 958.2 8.0 843.4 39.5 1,801.5 0.0 0.0 10.00 30.8 947.9 8.2 847.1 39.0 1,795.0 0.0 0.0 15.00 30.2 932.3 8.3 848.9 38.5 1,781.2 0.0 0.0 20.00 28.4 914,9 8.3 850.2 36.7 1,765.1 0.0 0.0 24,58 Bot - Section 2 14.7 822.7 7.7 780.3 22.3 1,602.9 0.0 0.0 25.00 15.8 130.0 0.7 71.0 16.5 201.0 0.0 0.0 30.00 Top - Section 1 29.2 1,540.5 8.4 852.0 37.6 2,392.5 0.0 0.0 35.00 29.5 748.3 8.6 852.7 38.1 1,601.0 0.0 0.0 40.00 Appertunance(s) 29.9 731.8 6.3 0.0 0.0 37.6 9.0 853.4 45.2 1,622.8 0.0 0.0 45.00 30.2 715.1 9.4 851.9 39.6 1,567.1 0.0 0.0 50.00 30.4 698.3 9.7 852.4 40.1 1,550.7 0.0 0.0 55.00 30.5 681.2 10.0 852.8 40.4 1,534.1 0.0 0.0 60.00 30.4 664.1 10.3 853.2 40.7 1,517.3 0.0 0.0 65.00 16.2 646.8 10.5 853.6 26.7 1,500.4 0.0 0.0 65.33 Bot - Section 3 15.4 42.6 0.7 56.9 16.1 99.5 0.0 0.0 70.00 Top - Section 2 29.7 997.7 10.1 797.0 39.8 1,794.7 0.0 0.0 75.00 30.5 518.7 11.0 854.3 41.5 1,373.0 0.0 0.0 80.00 Appertunance(s) 30.2 504.2 13.0 0.0 0.0 93.3 11.3 854.6 54.4 1,452.1 0.0 0.0 85.00 29.8 489.7 11.5 851.8 41.3 1,341.6 0.0 0.0 90.00 29.4 475.2 11.7 852.1 41.1 1,327.3 0.0 0.0 95.00 29.0 460.6 11.9 , 852.4 40.9 1,313.0 0.0 0.0 100.00 28.5 445.9 12.1 852.6 40.6 1,298.5 0.0 0.0 105.00 27.9 431.2 12.3 852.9 40.2 1,284.1 0.0 0.0 110.00 Top - Section 3 27.4 416.4 12.4 853.1 39.8 1,269.5 0.0 0.0 115.00 26.8 320.6 12.6 853.3 39.4 1,174.0 0.0 0.0 120.00 Appertunance(s) 26.1 308.9 55.8 0.0 0.0 482.6 12.8 853.5 94.7 1,645.0 0.0 0.0 125.00 15.4 297.1 13.0 843.9 28.4 1,141.0 0.0 0.0 126.00 Appertunance(s) 7.6 58.2 1.7 0.0 0.0 25.8 2.6 168.8 11.9 252.9 0.0 0.0 128.00 Reinf, Top 10.0 114.9 5.2 337.6 15.2 452.6 0.0 0.0 130.00 17.2 113.0 5.3 207.1 22.4 320.1 0.0 0.0 135.00 16.9 273.5 6.6 244.2 23.5 517.6 0.0 0.0 137.00 Appertunance(s) 11.8 106.4 112.0 0.0 236.8 851.0 0.0 64.4 123.8 1,021.8 0.0 0.0 140.00 18.4 155.9 0.0 17.5 18.4 173.4 0.0 0.0 145.00 22.4 249.7 0.0 29.2 22.4 278.9 0.0 0.0 150,00 Appertunance(s) 11.0 237.8 343.9 0.0 885.4 4,748.8 0.0 29.2 354.9 5,015.8 0.0 0.0 Totals: 1,667.56 46,778.8 0.00 0.00 Page: 9 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G Engineering Number: OAA701066_C3_01 © 2007 - 2017 by ATC IP LLC. All rights reserved. 4/25/2017 2:51:52 PM Load Case: 1.2D + 1.ODi + 1.OWi 30 mph with 0.25 in Radial Ice 25 Iterations Gust Response Factor :1.10 Ice Dead Load Factor 1.00 Wind Importance Factor 1.00 Dead Load Factor :1.20 Ice Importance Factor :1.00 Wind Load Factor :1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-] MY Mz MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -46.78 -1.66 0.00 -172.28 0.00 172.28 5.00 -44.98 -1.64 0.00 -163.98 0.00 163.98 10.00 -43.18 -1.62 0.00 -155.79 0.00 155.79 15.00 -41.40 -1.59 0.00 -147.72 0.00 147.72 20.00 -39.63 -1.57 0.00 -139.76 0.00 139.76 24.58 -38.03 -1.55 0.00 -132.58 0.00 132.58 25.00 -37.83 -1.54 0.00 -131.93 0.00 131.93 30.00 -35.44 -1.51 0.00 -124.23 0.00 124.23 35.00 -33.83 -1.48 0.00 -116.67 0.00 116.67 40.00 -32.21 -1.45 0.00 -109.26 0.00 109.26 45.00 -30.64 -1.41 0.00 -102.02 0.00 102.02 50.00 -29.09 -1.38 0.00 -94.95 0.00 94.95 55.00 -27.56 -1.34 0.00 -88.05 0.00 88.05 60.00 -26.04 -1.31 0.00 -81.33 0.00 81.33 65.00 -24.54 -1.28 0.00 -74.80 0.00 74.80 65.33 -24.44 -1.27 0.00 -74.37 0.00 74.37 70.00 -22.65 -1.22 0.00 -68,47 0.00 68.47 75.00 -21.27 -1.18 0.00 -62.34 0.00 62.34 80.00 -19.82 -1.13 0.00 -56.43 0.00 56.43 85.00 -18.48 -1.08 0.00 -50.79 0.00 50.79 90.00 -17.15 -1.04 0.00 -45.37 0.00 45.37 95.00 -15.84 -0.99 0.00 -40.18 0.00 40.18 100.00 -14.54 -0.95 0.00 -35.20 0.00 35.20 105.00 -13.26 -0.90 0.00 -30.46 0.00 30.46 110.00 -11.99 -0.86 0.00 -25.95 0.00 25.95 110.00 -11.99 -0.86 0.00 -25.95 0.00 25.95 115.00 -10.81 -0.81 0.00 -21.67 0.00 21.67 120.00 -9.17 -0.70 0.00 -17.63 0.00 17.63 125.00 -8.03 -0.66 0.00 -14.12 0.00 14.12 126.00 -7.77 -0.65 0,00 -13.45 0.00 13.45 128.00 -7.32 -0.63 0.00 -12.15 0.00 12.15 128.00 -7.32 -0.63 0.00 -12.15 0.00 12.15 130.00 -7.00 -0.61 0.00 -10.89 0.00 10.89 135.00 -6.48 -0.58 0.00 -7.84 0.00 7.84 137.00 -5.46 -0.45 0.00 -6.44 0.00 6.44 140.00 -5.29 -0.43 0.00 -5.09 0.00 5.09 145.00 -5.01 -0.41 0.00 -2.93 0.00 2.93 150.00 0.00 -0.35 0.00 -0.89 0.00 0.89 Page: 10 3,058.44 1,529.22 3,015.96 1,507.98 2,972.52 1,486.26 2,928.13 1,464.06 2,882.76 1,441.38 2,840.77 1,420.38 2,835.17 1,417.59 2,217.62 1,108.81 2,184.83 1,092.41 2,151.07 1,075.53 2,116.35 1,058.18 2,080.67 1,040.33 2,044.02 1,022.01 2,006.41 1,003.21 1,966.14 983.07 1,962.41 981.21 1,449.00 724.50 1,423.80 711.90 1,397.64 698.82 1,370.52 685.26 1,342.43 671.21 1,313.38 656.69 1,283.36 641.68 1,248.29 624.15 1,203.54 601.77 829.70 414.85 811.46 405.73 792.25 396.13 772.09 386.04 767.94 383.97 759.52 379.76 759.52 379.76 750.95 375.48 728.86 364.43 719.75 359.88 704.07 352.03 670.50 335.25 636.94 318.47 4,486.20 2,215.57 4,329.28 2,138.07 4,173.66 2,061.21 4,019.45 1,985.05 3,866.73 1,909.63 3,728.70 1,841.47 3,713.95 1,834.18 2,904.47 1,434.41 2,792.97 1,379.34 2,682.33 1,324.70 2,572.63 1,270.53 2,463.97 1,216.86 2,356.45 1,163.76 2,250.14 1,111.26 2,143.28 1,058.49 2,135.12 1,054.45 1,571.69 776.20 1,499.68 740.64 1,428.27 705.37 1,357.55 670.44 1,287.61 635.90 1,218.54 601.79 1,150.43 568.15 1,079.82 533.28 1,003.35 495.52 695.96 343.71 655.20 323.58 614.84 303.64 574.96 283.95 567.05 280.04 551.31 272.27 551.31 272.27 535.66 264.54 497.03 245.47 481.79 237.94 458.03 226.21 415.16 205.03 374.40 184.90 0.00 0.00 0.062 0.01 -0.02 0.061 0.05 -0.05 0.059 0.11 -0.07 0.057 0.19 -0.09 0.056 0.29 -0.11 0.054 0.30 -0.11 0.053 0.43 -0.14 0.061 0.58 -0.16 0.058 0.76 -0.18 0.056 0.96 -0.21 0.054 1.19 -0.23 0.051 1.44 -0.25 0.049 1.72 -0.27 0.046 2.02 -0.30 0.044 2.04 -0.30 0.044 2.34 -0.32 0.049 2.68 -0.34 0.046 3.05 -0.36 0.043 3.44 -0.38 0.040 3.85 -0.40 0.036 4.29 -0.42 0.033 4.74 -0.44 0.030 5.21 -0.46 0.027 5.70 -0.47 0.024 5.70 -0.47 0.029 6.20 -0.49 0.025 6.72 -0.50 0.021 7.25 -0.51 0,017 7.36 -0.52 0.017 7.58 -0.52 0.015 7.58 -0.52 0.054 7.80 -0.52 0.050 8.37 -0.56 0.041 8.60 -0.57 0.035 8.96 -0.58 0.030 9.59 -0.60 0.022 10.23 -0.61 0.005 Site Number: 82957 Code: ANSI/TIA-222-G m 2007 - 2017 by ATC IP LLC. 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Site Name: Federal Way #2, WA Engineering Number: OAA701066_C3_01 4/25/2017 2:51:52 PM Customer: Verizon Wireless Load Case: 1.OD + 1.OW Serviceability 60 mph 26 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.00 Wind Load Factor :1.00 Aoolied Seament Forces Summar Seg Elev (ft) Description Shaft Forces Dead Wind FX Load (lb) (lb) Discrete Forces Torsion Moment Wind FX MY Mz (lb) (lb-ft) (lb-ft) Linear Forces Dead Dead Load Wind FX Load (lb) (lb) (lb) Wind FX (lb) Sum of Forces Dead Torsion Load MY (lb) (lb-ft) Moment Mz (lb) 0.00 62.2 0.0 0.0 0.0 62.2 0.0 0.0 0.0 5.00 123.0 724.1 27.0 663.2 150.0 1,387.3 0.0 0.0 10.00 120.4 708.6 27.0 663.2 147.3 1,371.8 0.0 0.0 15.00 117.7 693.2 27.0 663.2 144.7 1,356.4 0.0 0.0 20.00 110.4 677.7 27.0 663.2 137.4 1,340.9 0.0 0.0 24.58 Bot - Section 2 57.0 607.6 24.7 607.9 81.7 1,215.5 0.0 0.0 25.00 61.4 101.1 2.2 55.3 63.7 156.3 0.0 0.0 30.00 Top - Section 1 113.3 1,197.3 27.0 663.2 140.3 1,860.5 0.0 0.0 35.00 114.3 537.8 27.6 663.2 141.9 1,201.0 0.0 0.0 40.00 Appertunance(s) 115.9 524.8 23.3 0.0 0.0 31.0 28.8 663.2 168.0 1,219.0 0.0 0.0 45.00 116.9 511.9 29.8 661.5 146.8 1,173.5 0.0 0.0 50.00 117.5 499.0 30.8 661.5 148.3 1,160.6 0.0 0.0 55.00 117.6 486.1 31.7 661.5 149.3 1,147.7 0.0 0.0 60.00 117.4 473.2 32.5 661.5 149.9 1,134.7 0.0 0.0 65.00 62.5 460.3 33.3 667.5 95.8 1,127.8 0.0 0.0 65.33 Bot - Section 3 59.2 30.2 2.2 44.1 61.5 74.3 0.0 0.0 70.00 Top - Section 2 114.2 758.1 31.8 617.4 146.0 1,375.5 0.0 0.0 75.00 117.1 355.3 34.7 661.6 151.8 1,016.8 0.0 0.0 80,00 Appertunance(s) 115.8 344.9 48.2 0.0 0.0 26.5 35.4 661.5 199.4 1,033.0 0.0 0.0 85.00 114.3 334.6 36.0 659.0 150.3 993.6 0.0 0.0 90.00 112.6 324.3 36.6 659.0 149.2 983.3 0.0 0.0 95.00 110.6 314.0 37.2 659.0 147.9 973.0 0.0 0.0 100.00 108.6 303.6 37.8 659.0 146.4 962.6 0.0 0.0 105.00 106.3 293.3 38.3 659.0 144.7 952.3 0.0 0.0 110.00 Top - Section 3 103.9 283.0 38.9 659.0 142.8 941.9 0.0 0.0 115.00 101.4 205.1 39.4 659.0 140.8 864.1 0.0 0.0 120.00 Appertunance(s) 98.7 197.4 198.5 0.0 0.0 316.0 39.9 659.0 337.1 1,172.4 0.0 0.0 125.00 58.2 189.6 40.3 650.8 98.6 840.4 0.0 0.0 126.00 Appertunance(s) 28.5 37.0 6.1 0.0 0.0 10.0 8.1 130.2 42.7 177.2 0.0 0.0 128.00 Reinf. Top 37.7 73.1 16.3 260.3 54.0 333.4 0.0 0.0 130.00 64.5 71.8 16.4 151.5 80.9 223.3 0.0 0.0 135.00 60.6 174.1 19.0 170.3 79.7 344.4 0.0 0.0 137.00 Appertunance(s) 36.8 67.5 405.1 0.0 875.8 527.6 0.0 42.7 442.0 637.8 0.0 0.0 140.00 57.4 98.9 0.0 14.6 57.4 113.5 0.0 0.0 145.00 69.6 158.6 0.0 24.3 69.6 182.9 0.0 0.0 150,00 Appertunance(s) 34.1 150.9 1,253.3 0.0 3,345.3 3,047.9 0.0 24.3 1,287.4 3,223.1 0.0 0.0 Totals: 6,057.15 34,265.9 0.00 0.00 Page: 11 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G Engineering Number: OAA701066_C3_01 0 2007 - 2017 by ATC IP LLC, All rights reserved. 4/25/2017 2:51:53 PM Load Case: 1.013 + 1.OW Serviceability 60 mph 26 Iterations Gust Response Factor :1.10 Wind Importance Factor :1.00 Dead Load Factor :1.00 Wind Load Factor :1.00 Calculated Forces Seg Pu Vu Elev FY (-) FX () (ft) (kips) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi phi Pn Vn (kips) (kips) phi phi Tn Mn (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -34.26 -6.02 0.00 -603.35 0.00 603.35 3,058.44 1,529.22 4,486.20 2,215.57 0.00 0.00 0.187 5.00 -32.87 -5.91 0.00 -573.26 0.00 573.26 3,015.96 1,507.98 4,329.28 2,138.07 0.04 -0.08 0.182 10.00 -31.49 -5.81 0.00 -543.70 0.00 543.70 2,972.52 1,486.26 4,173.66 2,061.21 0.17 -0.16 0.177 15.00 -30.12 -5.70 0.00 -514.67 0.00 514.67 2,928.13 1,464.06 4,019.45 1,985.05 0.37 -0.24 0.172 20.00 -28.78 -5.59 0.00 -486.18 0.00 486.18 2,882.761,441.38 3,866.731,909.63 0.66 -0.32 0.167 24.58 -27.56 -5.52 0.00 -460.55 0.00 460.55 2,840.771,420.38 3,728.701,841.47 1.00 -0.39 0.162 25.00 -27.40 -5.48 0.00 -458.25 0.00 458.25 2,835.17 1,417.59 3,713.95 1,834.18 1.04 -0.39 0.160 30.00 -25.53 -5.36 0.00 -430.87 0.00 430.87 2,217.621,108.81 2,904.471,434.41 1.49 -0.47 0.181 35.00 -24.32 -5.24 0.00 -404.08 0.00 404.08 2,184.831,092.41 2,792.971,379.34 2.03 -0.55 0.174 40.00 -23.10 -5.09 0.00 -377.89 0.00 377.89 2,151.07 1,075.53 2,682.33 1,324.70 2.65 -0.63 0,167 45.00 -21.92 -4.96 0.00 -352.43 0.00 352.43 2,116.35 1,058.18 2,572.63 1,270.53 3.35 -0.71 0.160 50.00 -20.75 -4.83 0.00 -327.62 0.00 327.62 2,080.67 1,040,33 2,463.97 1,216.86 4.14 -0.79 0.152 55.00 -19.60 -4.69 0.00 -303.49 0.00 303.49 2,044.021,022.01 2,356.451,163.76 5.02 -0.87 0,145 60.00 -18.46 -4.55 0.00 -280.05 0.00 280.05 2,006.411,003.21 2,250.141,111.26 5.98 -0.95 0.138 65.00 -17.34 -4.44 0.00 -257.32 0.00 257.32 1,966.14 983.07 2,143.281,058.49 7.01 -1.03 0.130 65.33 -17.27 -4.39 0.00 -255.84 0.00 255.84 1,962.41 981.21 2,135.121,054.45 7.09 -1.03 0.130 70.00 -15.89 -4.24 0.00 -235.35 0,00 235.35 1,449.00 724.50 1,571.69 776.20 8.13 -1.10 0.145 75.00 -14.87 -4.09 0.00 -214.15 0.00 214.15 1,423.80 711.90 1,499.68 740.64 9.33 -1.18 0.135 80.00 -13.84 -3.88 0.00 -193.72 0.00 193.72 1,397.64 698.82 1,428.27 705.37 10.60 -1.25 0.125 85.00 -12.84 -3.73 0.00 -174.31 0.00 174.31 1,370.52 685.26 1,357.55 670.44 11.95 -1.32 0.115 90.00 -11.86 -3.57 0.00 -155.67 0.00 155.67 1,342.43 671.21 1,287.61 635.90 13.38 -1.39 0.106 95.00 -10.88 -3.41 0.00 -137.84 0.00 137.84 1,313.38 656.69 1,218.54 601.79 14.87 -1.46 0.096 100.00 -9.92 -3.25 0.00 -120.79 0.00 120.79 1,283.36 641.68 1,150.43 568.15 16.44 -1.52 0.087 105.00 -8.97 -3.09 0.00 -104.56 0.00 104.56 1,248.29 624.15 1,079.82 533.28 18.06 -1.58 0.078 110.00 -8.03 -2.92 0.00 -89.13 0.00 89.13 1,203.54 601.77 1,003.35 495.52 19.75 -1.64 0.069 110.00 -8.03 -2.92 0.00 -89.13 0.00 89.13 829.70 414.85 695.96 343.71 19.75 -1.64 0.083 115.00 -7.17 -2.76 0.00 -74.51 0.00 74.51 811.46 405.73 655.20 323.58 21.49 -1.69 0,071 120.00 -6.01 -2.40 0.00 -60.69 0.00 60.69 792.25 396.13 614.84 303.64 23.28 -1.73 0.059 125.00 -5.17 -2.27 0.00 -48.71 0.00 48.71 772.09 386.04 574.96 283.95 25.12 -1.78 0.048 126.00 -4.99 -2.23 0,00 -46.43 0.00 46.43 767.94 383.97 567.05 280.04 25.49 -1.78 0.046 128.00 -4.66 -2.16 0.00 -41.98 0.00 41.98 759.52 379.76 551.31 272.27 26.24 -1.80 0.042 128.00 -4.66 -2.16 0.00 -41.98 0.00 41.98 759.52 379.76 551.31 272.27 26.24 -1.80 0.160 130.00 -4.44 -2.08 0.00 -37.65 0.00 37.65 750.95 375.48 535.66 264.54 27.00 -1.81 0.148 135.00 -4.09 -2.00 0.00 -27.24 0.00 27.24 728.86 364.43 497.03 245.47 28.96 -1.93 0.117 137.00 -3.47 -1.54 0.00 -22.37 0.00 22.37 719.75 359.88 481.79 237.94 29.78 -1.97 0.099 140.00 -3.36 -1.48 0.00 -17.76 0.00 17.76 704.07 352.03 458.03 226.21 31.03 -2.02 0.083 145.00 -3.17 -1.40 0.00 -10.37 0.00 10.37 670.50 335,25 415.16 205.03 33.18 -2.08 0.055 150.00 0.00 -1.29 0.00 -3.35 0.00 3.35 636.94 318.47 374.40 184.90 35.39 -2.12 0.018 Page: 12 Site Number: 82957 Code: ANSIITIA-222-G © 2007 - 2017 by ATC IP LLC. 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Site Name: Federal Way #2, WA Engineering Number: OAA701066_C3_01 4/25/2017 2:51:53 PM Customer: Verizon Wireless Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12,15) Spectral Response Acceleration for Short Period (S ): 1.30 Spectral Response Acceleration at 1,0 Second Period (S 1): 0.50 Long -Period Transition Period (T d: 6 Importance Factor (I E): 1.00 Site Coefficient F a: 1.00 Site Coeffiecient F v: 1.50 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (S ds): 0.87 Design Spectral Response Acceleration at 1.0 Second Period (S MY 0.50 Seismic Response Coefficient (C s): 0.12 Upper Limit C s 0.12 Lower Limit C s 0.04 Period based on Rayleigh Method (sec): 2.81 Redundancy Factor (p): 1.30 Seismic Force Distribution Exponent (k): 2•00 Total Unfactored Dead Load: 34.27 k Seismic Base Shear (E): 5.28 k Load Case (1.2 + 0.2Sds) " DL + E ELFM Seismic Equivalent Lateral Forces Method Segment Height Above Base (ft) Weight (lb) W Z (lb-ft) C vx Horizontal Force (lb) Vertical Force (lb) 35 147.50 175 3,812 0.016 84 241 34 142.50 183 3,715 0.015 81 251 33 138.50 113 2,177 0.009 48 156 32 136.00 110 2,038 0.008 45 151 31 132.50 344 6,046 0.025 133 473 30 129.00 223 3,717 0.015 81 307 29 127.00 333 5,377 0.022 118 458 28 125.50 167 2,633 0.011 58 230 27 122.50 840 12,612 0.052 277 1,154 26 117.50 856 11,823 0.049 259 1,176 25 112.50 864 10,937 0.045 240 1,187 24 107.50 942 10,885 0.045 239 1,294 23 102.50 952 10,005 0.042 219 1,308 22 97.50 963 9,151 0.038 201 1,322 21 92.50 973 8,325 0.035 183 1,336 20 87.50 983 7,528 0.031 165 1,350 19 82.50 994 6,763 0.028 148 1,365 18 77.50 1,006 6,045 0.025 133 1,382 17 72.50 1,017 5,345 0.022 117 1,396 16 67.67 1,375 6,298 0.026 138 1,889 15 65.17 74 316 0.001 7 102 14 62.50 1,122 4,382 0.018 96 1,541 13 57.50 1,135 3,752 0.016 82 1,558 Page: 13 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G Engineering Number: OAA701066_C3_01 © 2007 - 2017 by ATC IP LLC. All rights reserved. 4/25/2017 2:51:53 PM 12 52.50 1,148 3,163 0.013 69 1,576 11 47.50 1.161 2,619 0.011 57 1,594 10 42.50 1,173 2,120 0.009 46 1,612 9 37.50 1,188 1,671 0.007 37 1,632 8 32.50 1,201 1,269 0.005 28 1,649 7 27.50 1,861 1,407 0.006 31 2,555 6 24.79 156 96 0.000 2 215 5 22.29 1,216 604 0.003 13 1,669 4 17.50 1,341 411 0.002 9 1,841 3 12.50 1,356 212 0.001 5 1,863 2 7.50 1,372 77 0.000 2 1,884 1 2.50 1,387 9 0.000 0 1,905 Commscope CBC78-DF-2 150.00 56 1,251 0.005 27 76 Raycap RCMDC-3315-PF 150.00 21 481 0.002 11 29 Ericsson RRUS 32(55. 150.00 331 7,439 0.031 163 454 Antel BXA-80090/8CF 150.00 46 1,035 0.004 23 63 Antel QUAD656W0000G 150.00 33 736 0.003 16 45 Antel QUAD456W000OG 150.00 90 2,016 0.008 44 123 Antel BXA-80063/8CF 150.00 24 540 0.002 12 33 Quintel QS8658-3 (11 150.00 220 4,950 0.021 109 302 Ante] HEX458CW0000G 150.00 228 5,130 0.021 112 313 Flat Platform w/ Han 150.00 2,000 45,000 0.187 987 2,747 Trimble Acutime 2000 137.00 1 24 0.000 1 2 Motorola PTP-600 137.00 36 681 0.003 15 50 Huawei RRU3702 137.00 176 3,303 0.014 72 242 Kathrein 840 10054 137.00 140 2,628 0.011 58 192 Andrew Microwaves VH 137.00 31 582 0.002 13 43 Andrew Microwaves VH 137.00 27 507 0.002 11 37 Andrew Microwaves PX 137.00 14 263 0.001 6 19 Andrew Microwaves PX 137.00 14 263 0.001 6 19 Andrew Microwaves VH 137.00 48 901 0.004 20 66 Side Arms 137.00 40 751 0.003 16 55 12" x 12" Junction B 126.00 10 159 0.001 3 14 Til-Tek TA-2335-DAB- 120.00 66 950 0.004 21 91 Round T-Arm 120.00 250 3,600 0.015 79 343 RFS SB2-107BC 80.00 26 170 0,001 4 36 Til-Tek TA-2324-LHCP 40.00 31 50 0.000 1 43 34,266 240,746 1.000 5,279 47,059 Load Case (0.9 - 0.2Sds) . DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Height Above Base Weight W z Horizontal Vertical Force Force Segment (ft) (lb) (lb-ft) C vx (lb) (lb) 35 147.50 175 3,812 0.016 84 127 34 142.50 183 3,715 0.015 81 133 33 138.50 113 2,177 0.009 48 82 32 136.00 110 2,038 0.008 45 80 31 132.50 344 6,046 0.025 133 250 30 129.00 223 3,717 0.015 81 162 29 127.00 333 5,377 0.022 118 242 28 125.50 167 2,633 0.011 58 121 27 122.50 840 12,612 0.052 277 611 26 117.50 856 11,823 0.049 259 622 25 112.50 864 10,937 0.045 240 628 24 107.50 942 10,885 0,045 239 684 23 102.50 952 10,005 0.042 219 692 22 97.50 963 9,151 0.038 201 700 21 92.50 973 8,325 0.035 183 707 20 87.50 983 7,528 0.031 165 715 19 82.50 994 6,763 0.028 148 722 Page: 14 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G Engineering Number: OAA701066_C3_01 © 2007 - 2017 by ATC IP LLC. All rights reserved. 4/25/2017 2:51:53 PM 18 77.50 1,006 6,045 0.025 133 731 17 72.50 1,017 5,345 0.022 117 739 16 67.67 1,375 6,298 0.026 138 1,000 15 65.17 74 316 0.001 7 54 14 62.50 1,122 4,382 0.018 96 815 13 57.50 1,135 3,752 0.016 82 825 12 52.50 1,148 3,163 0.013 69 834 11 47.50 1,161 2,619 0.011 57 843 10 42.50 1,173 2,120 0.009 46 853 9 37.50 1,188 1,671 0,007 37 863 8 32.50 1,201 1,269 0.005 28 873 7 27.50 1,861 1,407 0.006 31 1,352 6 24.79 156 96 0.000 2 114 5 22.29 1,216 604 0.003 13 883 4 17.50 1,341 411 0.002 9 974 3 12.50 1,356 212 0.001 5 986 2 7.50 1,372 77 0.000 2 997 1 2.50 1,387 9 0.000 0 1,008 Commscope CBC78-DF-2 150.00 56 1,251 0.005 27 40 Raycap RCMDC-3315-PF 150.00 21 481 0.002 11 16 Ericsson RRUS 32(55. 150.00 331 7,439 0,031 163 240 Antel BXA-8009018CF 150.00 46 1,035 0.004 23 33 Antel QUAD656W0000G 150.00 33 736 0.003 16 24 Antel QUAD456W0000G 150.00 90 2,016 0.008 44 65 Ante[ BXA-80063/8CF 150.00 24 540 0.002 12 17 Quintel QS8658-3 (11 150.00 220 4,950 0.021 109 160 Antel HEX458CWOOOOG 150.00 228 5,130 0.021 112 166 Flat Platform w/ Han 150.00 2,000 45,000 0.187 987 1,453 Trimble Acutime 2000 137.00 1 24 0.000 1 1 Motorola PTP-600 137.00 36 681 0.003 15 26 Huawei RRU3702 137.00 176 3,303 0.014 72 128 Kathrein 840 10054 137.00 140 2,628 0.011 58 102 Andrew Microwaves VH 137.00 31 582 0.002 13 23 Andrew Microwaves VH 137.00 27 507 0.002 11 20 Andrew Microwaves PX 137.00 14 263 0.001 6 10 Andrew Microwaves PX 137,00 14 263 0,001 6 10 Andrew Microwaves VH 137.00 48 901 0.004 20 35 Side Arms 137.00 40 751 0.003 16 29 12" x 12" Junction B 126.00 10 159 0.001 3 7 Til-Tek TA-2335-DAB- 120.00 66 950 0.004 21 48 Round T-Arm 120.00 250 3,600 0.015 79 182 RFS SB2-107BC 80.00 26 170 0.001 4 19 Til-Tek TA-2324-LHCP 40.00 31 50 0.000 1 23 34,266 240,746 1.000 5,279 24,900 Page: 15 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G Engineering Number: OAA701066_C3_01 © 2007 - 2017 by ATC IP LLC. 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Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces 4/25/2017 2:51:53 PM Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY Mz MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -45.15 -5.31 0.00 -648.50 0.00 648.50 3,058.44 1,529.22 4,486.20 2,215.57 0.00 0.00 0.202 5.00 -43.26 -5.37 0.00 -621.95 0.00 621.95 3,015.96 1,507.98 4,329.28 2,138.07 0.05 -0.08 0.199 10.00 -41.39 -5.43 0.00 -595.08 0.00 595.08 2,972.52 1,486.26 4,173.66 2,061.21 0.18 -0.17 0.195 15.00 -39.54 -5.47 0.00 -567.95 0.00 567.95 2,928.13 1,464.06 4,019.45 1,985.05 0.41 -0.26 0.191 20.00 -37.86 -5.50 0.00 -540.59 0.00 540.59 2,882.761,441.38 3,866.73 1,909.63 0.72 -0.34 0.187 24.58 -37.64 -5.53 0.00 -515.36 0.00 515.36 2,840.771,420.38 3,728.701,841.47 1.09 -0.43 0.183 25.00 -35.08 -5.51 0.00 -513.06 0.00 513.06 2,835.171,417.59 3,713.951,834.18 1.13 -0.43 0.180 30.00 -33.42 -5.52 0.00 -485.51 0.00 485.51 2,217.621,108.81 2,904.471,434.41 1.63 -0.52 0.205 35.00 -31.78 -5.52 0.00 -457.92 0.00 457.92 2,184.831,092.41 2,792.971,379.34 2.22 -0.61 0.198 40.00 -30.12 -5.50 0.00 -430.34 0.00 430.34 2,151.07 1,075.53 2,682.331,324.70 2.91 -0.70 0.191 45.00 -28.52 -5.47 0.00 -402.85 0.00 402.85 2,116.351,058.18 2,572.631,270.53 3.69 -0.79 0.184 50.00 -26.94 -5.42 0.00 -375.52 0.00 375.52 2,080.67 1,040.33 2,463.97 1,216.86 4.58 -0.89 0.176 55.00 -25.37 -5.35 0.00 -348.43 0.00 348.43 2,044,021,022.01 2,356.451,163.76 5.55 -0.98 0.167 60.00 -23.82 -5.26 0.00 -321.68 0.00 321.68 2,006.41 1,003.21 2,250.14 1,111.26 6.63 -1.07 0.159 65.00 -23.72 -5.27 0.00 -295.36 0.00 295.36 1,966.14 983.07 2,143.281,058.49 7.79 -1.16 0.151 65.33 -21.83 -5.11 0.00 -293.61 0.00 293.61 1,962.41 981.21 2,135.121,054.45 7,87 -1.16 0.150 70.00 -20.43 -5.00 0.00 -269.74 0.00 269.74 1,449.00 724.50 1,571.69 776.20 9.05 -1.24 0,167 75.00 -19.04 -4.86 0.00 -244.76 0.00 244.76 1,423.80 711.90 1,499.68 740.64 10.40 -1.33 0.155 80.00 -17.64 -4.70 0.00 -220.45 0.00 220.45 1,397.64 698.82 1,428.27 705.37 11.83 -1.41 0.143 85.00 -16.29 -4.53 0.00 -196.95 0.00 196,95 1,370.52 685.26 1,357.55 670.44 13.35 -1.49 0.131 90.00 -14.95 -4.33 0.00 -174.32 0.00 174.32 1,342.43 671.21 1,287.61 635.90 14.96 -1.57 0.119 95.00 -13.63 -4.11 0.00 -152.69 0.00 152.69 1,313.38 656.69 1,218.54 601.79 16.65 -1.65 0.107 100.00 -12.32 -3.86 0.00 -132.15 0.00 132.15 1,283.36 641.68 1,150.43 568.15 18.41 -1.72 0.096 105.00 -11.03 -3.60 0.00 -112.84 0.00 112.84 1,248.29 624.15 1,079.82 533.28 20.24 -1.78 0.084 110.00 -9.85 -3.33 0.00 -94.86 0.00 94.86 1,203.54 601.77 1,003.35 495.52 22.14 -1.84 0.074 110.00 -9.85 -3.33 0.00 -94.86 0.00 94.86 829.70 414.85 695.96 343.71 22.14 -1.84 0.089 115.00 -8.68 -3.04 0.00 -78.22 0.00 78.22 811.46 405.73 655.20 323.58 24.09 -1.89 0.075 120.00 -7.10 -2.62 0.00 -63.02 0.00 63.02 792.25 396.13 614.84 303.64 26.09 -1.94 0.061 125.00 -6.88 -2.55 0.00 -49.94 0.00 49.94 772.09 386.04 574.96 283.95 28.15 -1.98 0.050 126.00 -6.41 -2.42 0.00 -47.39 0.00 47.39 767.94 383.97 567.05 280.04 28.57 -1.99 0.048 128.00 -6.10 -2.33 0.00 -42,55 0.00 42.55 759.52 379.76 551.31 272.27 29.40 -2.01 0.043 128.00 -6.10 -2.33 0.00 -42.55 0.00 42.55 759.52 379.76 551.31 272.27 29.40 -2.01 0.164 130.00 -5.63 -2.18 0.00 -37.90 0.00 37.90 750.95 375.48 535.66 264.54 30.25 -2.02 0.151 135.00 -5.48 -2.14 0.00 -26.98 0.00 26.98 728.86 364.43 497.03 245.47 32.42 -2.13 0.117 137.00 -4.61 -1.85 0.00 -22.70 0.00 22.70 719.75 359.88 481.79 237.94 33.33 -2.18 0.102 140.00 -4.36 -1.76 0.00 -17.16 0.00 17.16 704.07 352.03 458.03 226.21 34.71 -2.23 0.082 145.00 -4.12 -1.67 0.00 -8.35 0.00 8.35 670.50 335.25 415.16 205.03 37.08 -2.29 0.047 150.00 0.00 -1.50 0.00 0.00 0.00 0.00 636.94 318.47 374.40 184.90 39.49 -2.31 0.000 Page: 16 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSIITIA-222-G Engineering Number: OAA701066_C3_01 © 2007 - 2017 by ATC IP LLC. All rights reserved. 4125/2017 2:51:53 PM Load Case (0.9 - 0.2Sds) « DL + E ELFM Seismic (Reduced DQ Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY Mz MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -23.89 -5.30 0.00 -624.91 0.00 624.91 3,058.44 1,529.22 4,486.20 2,215.57 0.00 0.00 0.190 5.00 -22.88 -5.33 0.00 -598.44 0.00 598.44 3,015.96 1,507.98 4,329.28 2,138.07 0.04 -0.08 0.187 10.00 -21,89 -5.35 0.00 -571.81 0.00 571.81 2,972.52 1,486.26 4,173.66 2,061.21 0.17 -0.16 0.183 15.00 -20.91 -5.37 0.00 -545.05 0.00 545.05 2,928.13 1,464.06 4,019.451,985.05 0.39 -0.25 0.179 20.00 -20.02 -5.38 0.00 -518.21 0.00 518.21 2,882.761,441.38 3,866.731,909.63 0.69 -0.33 0.175 24.58 -19.90 -5.39 0.00 -493.55 0.00 493.55 2,840.77 1,420.38 3,728.701,841.47 1.05 -0.41 0.171 25.00 -18.54 -5.37 0.00 -491.31 0.00 491.31 2,835.17 1,417.59 3,713.951,834.18 1.09 -0.42 0.169 30.00 -17.66 -5.36 0.00 -464.48 0.00 464.48 2,217.621,108,81 2,904.471,434.41 1.57 -0.50 0,192 35.00 -16.79 -5.34 0.00 -437.70 0.00 437.70 2,184.831,092.41 2,792.971,379.34 2.14 -0.58 0.185 40.00 -15.91 -5.30 0.00 -411.02 0.00 411.02 2,151.07 1,075.53 2,682.331,324.70 2.79 -0.67 0,179 45.00 -15.06 -5.26 0.00 -384.50 0.00 384.50 2,116.351,058.18 2,572.631,270.53 3.55 -0.76 0.171 50.00 -14.22 -5.20 0.00 -358.20 0.00 358.20 2,080.67 1,040.33 2,463.97 1,216.86 4.39 -0.85 0.164 55.00 -13.39 -5.13 0.00 -332.20 0.00 332.20 2,044.021,022.01 2,356.451,163.76 5.33 -0.94 0.156 60.00 -12.57 -5.03 0.00 -306.57 0.00 306.57 2,006.41 1,003.21 2,250.141,111.26 6.35 -1.02 0.148 65.00 -12.51 -5.04 0.00 -281.40 0.00 281.40 1,966.14 983.07 2,143.281,058.49 7.47 -1.11 0.140 65.33 -11.51 -4.89 0.00 -279.72 0.00 279.72 1,962.41 981.21 2,135.121,054.45 7.55 -1.11 0.140 70.00 -10.77 -4.77 0.00 -256.92 0.00 256.92 1,449.00 724.50 1,571.69 776.20 8.67 -1.19 0.155 75.00 -10.03 -4.64 0.00 -233.07 0.00 233.07 1,423.80 711.90 1,499.68 740.64 9.96 -1.27 0.144 80.00 -9.29 -4.48 0.00 -209.89 0.00 209.89 1,397.64 698.82 1,428.27 705.37 11.33 -1.35 0.133 85.00 -8.57 -4.31 0.00 -187.50 0.00 187.50 1,370.52 685.26 1,357.55 670.44 12.79 -1.43 0.122 90.00 -7.86 -4.12 0.00 -165.95 0.00 165.95 1,342.43 671.21 1,287.61 635.90 14.33 -1.50 0.111 95.00 -7.16 -3.91 0.00 -145.36 0.00 145.36 1,313.38 656.69 1,218.54 601.79 15.94 -1.57 0.100 100.00 -6.48 -3.68 0.00 -125.83 0.00 125,83 1,283.36 641.68 1,150.43 568.15 17.62 -1.64 0.089 105.00 -5.79 -3.42 0.00 -107.45 0.00 107.45 1,248.29 624.15 1,079.82 533.28 19.37 -1.70 0.078 110.00 -5.17 -3.17 0.00 -90.34 0.00 90.34 1,203.54 601.77 1,003.35 495.52 21.18 -1.75 0.068 110.00 -5.17 -3.17 0.00 -90.34 0.00 90.34 829.70 414.85 695.96 343.71 21.18 -1.75 0.082 115.00 -4.55 -2.89 0.00 -74.49 0.00 74.49 811.46 405.73 655.20 323.58 23.04 -1.80 0.069 120.00 -3.72 -2.49 0.00 -60.02 0.00 60,02 792.25 396.13 614.84 303.64 24.96 -1.85 0.057 125.00 -3.60 -2.43 0.00 -47.55 0.00 47.55 772.09 386.04 574.96 283.95 26.92 -1.89 0.046 126.00 -3.36 -2.31 0.00 -45.12 0.00 45.12 767.94 383.97 567.05 280.04 27.32 -1.90 0.044 128.00 -3.20 -2.22 0.00 -40.51 0.00 40.51 759.52 379.76 551.31 272.27 28.12 -1.92 0.040 128.00 -3.20 -2.22 0.00 -40.51 0.00 40.51 759.52 379.76 551.31 272.27 28.12 -1.92 0.153 130.00 -2.95 -2.08 0.00 -36.07 0.00 36.07 750.95 375.48 535.66 264.54 28.92 -1.93 0.140 135.00 -2.87 -2.04 0.00 -25.66 0.00 25.66 728.86 364.43 497.03 245.47 31.00 -2.04 0.109 137.00 -2.41 -1.76 0.00 -21.58 0.00 21.58 719.75 359.88 481.79 237.94 31.87 -2.08 0.094 140.00 -2.28 -1.67 0.00 -16.31 0.00 16.31 704.07 352.03 458.03 226.21 33.19 -2.13 0.075 145.00 -2.16 -1.59 0.00 -7.94 0.00 7.94 670.50 335.25 415.16 205.03 35.45 -2.18 0.042 150.00 0.00 -1.50 0.00 0.00 0.00 0.00 636.94 318.47 374.40 184.90 37.75 -2.20 0.000 Page: 17 Site Number: 82957 Code: ANSITTIA-222-G © 2007 - 2017 by ATC IP LLC. 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Site Name: Federal Way #2, WA Engineering Number: OAA701066_C3_01 4/25/2017 2:51:53 PM Customer: Verizon Wireless E uivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSIfTIA-G, section 2.7) Spectral Response Acceleration for Short Period (S s): 1.30 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.50 Importance Factor (I E): 1.00 Site Coefficient F a : 1.00 Site Coefficient F v 1.50 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (S dd: 0.87 Desing Spectral Response Acceleration at 1.0 Second Period (S dl ): 0.50 Period Based on Rayleigh Method (sec): 2.81 Redundancy Factor (p): 1.30 Load Case (1.2 + 0.2Sds) " DL + E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (Ib) a b c Saz (lb) (lb) 147.50 175 1.828 1.667 1.025 1.462 222 241 142.50 183 1,706 1.144 0.823 1.133 180 251 138.50 113 1.611 0.814 0.686 0.896 88 156 136.00 110 1,554 0.642 0.609 0.760 73 151 132.50 344 1,475 0.441 0.513 0.585 175 473 129.00 223 1.398 0.280 0.430 0.427 83 307 127.00 333 1.355 0.204 0.387 0.345 100 458 125.50 167 1.323 0.154 0.357 0,287 42 230 122.50 840 1.261 0.069 0.302 0.181 132 1,154 117.50 856 1.160 -0.030 0.226 0.032 23 1,176 112.50 864 1.063 -0.088 0.165 -0.083 -62 1,187 107.50 942 0.971 -0.116 0.117 -0.163 -133 1,294 102.50 952 0.883 -0.121 0.081 -0,208 -172 1,308 97.50 963 0.799 -0.112 0.053 -0.219 -183 1,322 92.50 973 0.719 -0.092 0,034 -0.196 -165 1,336 87.50 983 0.643 -0.068 0.020 -0.143 -122 1,350 82.50 994 0.572 -0.043 0.012 -0.069 -60 1,365 77.50 1,006 0.505 -0.018 0.007 0.013 12 1,382 72.50 1,017 0.442 0.005 0.006 0.091 80 1,396 67.67 1,375 0.385 0.023 0.007 0.153 182 1,889 65.17 74 0.357 0.031 0.008 0.177 11 102 62.50 1,122 0.328 0.039 0.010 0.199 193 1,541 57.50 1,135 0.278 0.050 0.014 0.225 222 1,558 52.50 1,148 0.232 0.058 0.019 0.238 237 1,576 47.50 1,161 0.190 0.064 0.025 0.242 243 1,594 42.50 1,173 0.152 0.068 0.030 0.240 244 1,612 37.50 1,188 0.118 0.070 0.035 0.235 242 1,632 32.50 1,201 0.089 0.071 0.039 0.229 239 1,649 27.50 1,861 0.064 0,072 0.041 0.223 360 2,555 2479 156 0.052 0.071 0.042 0.220 30 215 22.29 1,216 0.042 0.070 0.042 0.216 228 1,669 17.50 1,341 0.026 0.067 0.040 0.206 239 1,841 12.50 1,356 0.013 0.059 0.034 0.186 219 1,863 7.50 1,372 0.005 0.044 0.025 0.147 175 1,884 Page: 18 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2017 by ATC IP LLC. All rights reserved. Engineering Number: OAA701066_C3_01 4/25/2017 2:51:53 PM 1 2.50 1,387 0.001 0,018 0.010 0.069 83 1,905 Commscope CBC78- 150.00 56 1.890 1.980 1.140 1.642 79 76 Raycap RCMDC-3315-PF 150.00 21 1.890 1.980 1.140 1.642 30 29 Ericsson RRUS 32(55, 150.00 331 1.890 1.980 1.140 1.642 470 454 Antel BXA-80090/8CF 150.00 46 1.890 1.980 1.140 1.642 65 63 Antel QUAD656W0000G 150.00 33 1.890 1.980 1.140 1.642 47 45 Antel QUAD456W0000G 150.00 90 1.890 1.980 1.140 1.642 127 123 Ante[ BXA-80063/8CF 150.00 24 1.890 1.980 1.140 1.642 34 33 Quintel QS8658-3 (11 150.00 220 1.890 1.980 1.140 1.642 313 302 Antel HEX458CW0000G 150.00 228 1.890 1.960 1.140 1,642 324 313 Flat Platform w/ Han 150.00 2,000 1.890 1.980 1.140 1.642 2,846 2,747 Trimble Acutime 2000 137.00 1 1.577 0.708 0.639 0.813 1 2 Motorola PTP-600 137.00 36 1,577 0,708 0.639 0.813 26 50 Huawei RRU3702 137.00 176 1.577 0.708 0.639 0.813 124 242 Kathrein 840 10054 137.00 140 1.577 0.708 0.639 0.813 99 192 Andrew Microwaves 137.00 31 1.577 0,708 0.639 0.813 22 43 Andrew Microwaves 137.00 27 1.577 0.708 0.639 0.813 19 37 Andrew Microwaves 137.00 14 1.577 0.708 0.639 0.813 10 19 Andrew Microwaves 137.00 14 1.577 0,708 0.639 0.813 10 19 Andrew Microwaves 137.00 48 1.577 0.708 0.639 0.813 34 66 Side Arms 137.00 40 1.577 0.708 0.639 0.813 28 55 12" x 12" Junction B 126.00 10 1.334 0.170 0.367 0.306 3 14 Til-Tek TA-2335-DAB- 120.00 66 1.210 0.014 0,262 0.102 6 91 Round T-Arm 120.00 250 1.210 0.014 0.262 0.102 22 343 RFS SB2-107BC 80.00 26 0.538 -0.030 0.009 -0,028 -1 36 Til-Tek TA-2324-LHCP 40.00 31 0.134 0.069 0.032 0.237 6 43 34,266 62.682 32.720 24.992 33.604 8,202 47,059 Load Case (0.9 - 0.2Sds) ` DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 147.50 175 1.828 1.667 1.025 1.462 222 127 142.50 183 1.706 1.144 0.823 1.133 180 133 138.50 113 1.611 0.814 0.686 0.896 88 82 136.00 110 1.554 0.642 0.609 0.760 73 80 132.50 344 1.475 0.441 0.513 0.585 175 250 129.00 223 1.398 0.280 0.430 0.427 83 162 127.00 333 1.355 0.204 0.387 0.345 100 242 125.50 167 1.323 0,154 0.357 0.287 42 121 122.50 840 1.261 0.069 0.302 0,181 132 611 117.50 856 1.160 -0.030 0,226 0.032 23 622 112.50 864 1.063 -0.088 0.165 -0.083 -62 628 107.50 942 0.971 -0,116 0.117 -0.163 -133 684 102.50 952 0.883 -0.121 0.081 -0.208 -172 692 97.50 963 0.799 -0.112 0.053 -0.219 -183 700 92.50 973 0.719 -0.092 0.034 -0,196 -165 707 87.50 983 0.643 -0.068 0.020 -0.143 -122 715 82.50 994 0.572 -0.043 0.012 -0.069 -60 722 77.50 1,006 0.505 -0.018 0.007 0.013 12 731 72.50 1,017 0.442 0.005 0.006 0.091 80 739 67.67 1,375 0,385 0.023 0,007 0.153 182 1,000 65.17 74 0.357 0.031 0.008 0.177 11 54 62.50 1,122 0.328 0.039 0.010 0.199 193 815 57.50 1,135 0.278 0.050 0.014 0.225 222 825 52.50 1,148 0.232 0.058 0.019 0.238 237 834 47.50 1,161 0.190 0.064 0.025 0.242 243 843 42.50 1,173 0.152 0.068 0.030 0.240 244 853 37.50 1,188 0.118 0.070 0.035 0.235 242 863 Page: 19 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G o 2007 - Engineering Number: OAA701066_C3_01 2017 by ATC IP LLC. All rights reserved. 4/25/2017 2:51:53 PM 8 32,50 1,201 0.089 0.071 0.039 0.229 239 873 7 27.50 1,861 0.064 0.072 0.041 0.223 360 1,352 6 24.79 156 0.052 0.071 0.042 0.220 30 114 5 22.29 1,216 0.042 0.070 0.042 0.216 228 883 4 17.50 1,341 0.026 0.067 0.040 0.206 239 974 3 12.50 1,356 0.013 0.059 0.034 0.186 219 986 2 7.50 1,372 0.005 0.044 0.025 0.147 175 997 1 2.50 1,387 0.001 0.018 0.010 0.069 83 1,008 Commscope CBC78- 150.00 56 1.890 1.980 1.140 1.642 79 40 Raycap RCMDC-3315-PF 150.00 21 1.890 1.980 1.140 1,642 30 16 Ericsson RRUS 32(55. 150.00 331 1.890 1.980 1.140 1.642 470 240 Antel BXA-80090/8CF 150.00 46 1.890 1,980 1.140 1.642 65 33 Antel QUAD656WOOOOG 150.00 33 1.890 1.980 1.140 1.642 47 24 Antel QUAD456W000OG 150.00 90 1.890 1.980 1.140 1.642 127 65 Antel BXA-80063/BCF 150.00 24 1.890 1.980 1.140 1.642 34 17 Quintel QS8658-3 (11 150.00 220 1.890 1.980 1.140 1.642 313 160 Antel HEX458CW000OG 150.00 228 1.890 1.980 1,140 1.642 324 166 Flat Platform w/ Han 150.00 2,000 1.890 1.980 1.140 1.642 2,846 1,453 Trimble Acutime 2000 137.00 1 1.577 0,708 0.639 0.813 1 1 Motorola PTP-600 137.00 36 1.577 0.708 0.639 0.813 26 26 Huawei RRU3702 137.00 176 1.577 0.708 0.639 0.873 124 128 Kathrein 84010054 137.00 140 1.577 0,708 0.639 0.813 99 102 Andrew Microwaves 137.00 31 1.577 0.708 0.639 0.813 22 23 Andrew Microwaves 137.00 27 1.577 0.708 0.639 0.813 19 20 Andrew Microwaves 137.00 14 1.577 0.708 0.639 0.813 10 10 Andrew Microwaves 137.00 14 1.577 0.708 0.639 0.813 10 10 Andrew Microwaves 137.00 48 1.577 0.708 0.639 0.813 34 35 Side Arms 137.00 40 1.577 0,708 0.639 0.813 28 29 12" x 12" Junction B 126.00 10 1.334 0.170 0.367 0.306 3 7 Til-Tek TA-2335-DAB- 120.00 66 1.210 0.014 0.262 0.102 6 48 Round T-Arm 120.00 250 1.210 0.014 0.262 0.102 22 182 RFS SB2-107BC 80.00 26 0.538 -0.030 0•009 -0,028 -1 19 Til-Tek TA-2324-LHCP 40.00 31 0.134 0.069 0.032 0.237 6 23 34,266 62.682 32.720 24.992 33.604 8,202 24,900 Page: 20 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G Engineering Number: OAA701066_C3_01 © 2007 - 2017 by ATC IP LLC. All rights reserved. Load Case (1.2 + 0.2Sds) ' DL + E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces 4/25/2017 2:51:53 PM Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX () MY Mz MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -45.14 -8.17 0.00 -955.52 0.00 955.52 3,058.44 1,529.22 4,486.20 2,215.57 0.00 0.00 0.293 5.00 -43.24 -8.09 0.00 -914.68 0.00 914.68 3,015.96 1,507.98 4,329.28 2,138.07 0.07 -0.13 0.288 10.00 -41.36 -7.95 0.00 -874.25 0.00 874.25 2,972.52 1,486.26 4,173.66 2,061.21 0.27 -0.25 0.282 15.00 -39.51 -7.79 0.00 -834.49 0.00 834.49 2,928.131,464.06 4,019.451,985.05 0.60 -0.38 0.276 20.00 -37.82 -7.63 0.00 -795.53 0.00 795.53 2,882.761,441.38 3,866.73 1,909.63 1.06 -0.51 0.271 24.58 -37.60 -7.64 0.00 -760.54 0.00 760.54 2,840.77 1,420.38 3,728.701,841.47 1.61 -0.63 0.266 25.00 -35.04 -7.30 0.00 -757.36 0.00 757.36 2,835.17 1,417.59 3,713.951,834.18 1.66 -0.64 0.262 30.00 -33.38 -7.12 0.00 -720.87 0.00 720.87 2,217.621,108.81 2,904.471,434.41 2.40 -0.77 0.300 35.00 -31.73 -6.93 0.00 -685.29 0.00 685.29 2,184.831,092.41 2,792.971,379.34 3.27 -0.90 0.292 40.00 -30.07 -6.72 0.00 -650.67 0.00 650.67 2,151.07 1,075.53 2,682.33 1,324.70 4.29 -1.04 0.284 45.00 -28.46 -6.52 0.00 -617.06 0.00 617.06 2,116.351,058.18 2,572.631,270.53 5.45 -1.18 0.276 50.00 -26.88 -6.31 0.00 -584.47 0.00 584.47 2,080.67 1,040.33 2,463.97 1,216.86 6.76 -1.32 0.269 55.00 -25.31 -6.12 0.00 -552.90 0.00 552.90 2,044.021,022.01 2,356.451,163.76 8.22 -1.47 0.261 60.00 -23.76 -5.94 0.00 -522.32 0.00 522.32 2,006.411,003.21 2,250.141,111.26 9.83 -1.61 0.253 65.00 -23.65 -5.96 0.00 -492.60 0.00 492.60 1,966.14 983.07 2,143.281,058.49 11.59 -1.75 0.246 65.33 -21.76 -5.75 0.00 -490.61 0.00 490.61 1,962.41 981.21 2,135.121,054.45 11.72 -1.76 0.245 70.00 -20.35 -5.67 0.00 -463.79 0.00 463.79 1,449.00 724.50 1,571.69 776.20 13.51 -1.90 0.281 75.00 -18,96 -5.66 0.00 -435.42 0.00 435.42 1,423.80 711.90 1,499.68 740.64 15.58 -2.05 0.270 80.00 -17.54 -5.72 0.00 -407.10 0.00 407.10 1,397.64 698.82 1,428.27 705.37 17.80 -2.20 0.258 85.00 -16.17 -5.83 0.00 -378.50 0.00 378.50 1,370.52 685.26 1,357.55 670.44 20.19 -2.36 0.246 90.00 -14.81 -5.98 0.00 -349.35 0.00 349.35 1,342.43 671.21 1,287.61 635.90 22.74 -2.51 0.233 95.00 -13.46 -6.14 0.00 -319.45 0.00 319.45 1,313.38 656.69 1,218.54 601.79 25.45 -2.66 0.218 100.00 -12.13 -6.28 0.00 -288.76 0.00 288.76 1,283.36 641.68 1,150.43 568.15 28.31 -2.81 0.203 105.00 -10.82 -6.37 0.00 -257.38 0.00 257.38 1,248.29 624.15 1,079.82 533.28 31.33 -2,95 0.186 110.00 -9.62 -6.39 0.00 -225.52 0.00 225.52 1,203.54 601.77 1,003.35 495.52 34.49 -3.09 0.170 110.00 -9.62 -6.39 0.00 -225.52 0.00 225.52 829.70 414.85 695.96 343.71 34.49 -3.09 0.203 115.00 -8.43 -6.32 0.00 -193.56 0.00 193.56 811.46 405.73 655.20 323,58 37.79 -3.21 0.178 120.00 -6.84 -6.09 0.00 -161.94 0.00 161.94 792.25 396.13 614.84 303.64 41.22 -3.34 0.152 125.00 -6.61 -6.04 0.00 -131.50 0.00 131.50 772.09 386,04 574.96 283.95 44.78 -3.45 0.126 126.00 -6.14 -5.91 0.00 -125.46 0.00 125.46 767.94 383.97 567.05 280.04 45.50 -3.47 0.121 128.00 -5.84 -5.82 0.00 -113.63 0.00 113.63 759.52 379.76 551.31 272.27 46.97 -3.51 0.111 128.00 -5.84 -5.82 0.00 -113.63 0.00 113.63 759.52 379.76 551.31 272.27 46.97 -3.51 0.425 130.00 -5.36 -5.63 0.00 -102.00 0.00 102.00 750.95 375.48 535.66 264.54 48.45 -3.55 0.393 135.00 -5.19 -5.57 0.00 -73.85 0.00 73.85 728.86 364.43 497.03 245.47 52.33 -3.86 0.308 137.00 -4.33 -5.06 0.00 -62.72 0.00 62.72 719.75 359.88 481.79 237.94 53.97 -3.97 0.270 140.00 -4.08 -4.87 0.00 -47.55 0.00 47.55 704.07 352.03 458.03 226.21 56.52 -4.11 0.216 145.00 -3.85 -4.64 0.00 -23.20 0.00 23.20 670.50 335.25 415.16 205.03 60.92 -4.28 0.119 150.00 0.00 -4.34 0.00 0.00 0.00 0.00 636.94 318.47 374.40 184.90 65.44 -4.34 0.000 Page: 21 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G Engineering Number: OAA701066_C3_01 © 2007 - 2017 by ATC IP LLC. All rights reserved. 4/25/2017 2:51:53 PM Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX () MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -23.88 -8.14 0.00 -918.13 0.00 918.13 3,058.44 1,529.22 4,486.20 2,215.57 0.00 0.00 0.277 5.00 -22.87 -8.01 0.00 -877.42 0.00 877.42 3,015.96 1,507.98 4,329.28 2,138.07 0.06 -0.12 0.272 10.00 -21.87 -7.84 0.00 -837.35 0.00 837.35 2,972.52 1,486.26 4,173.66 2,061.21 0.25 -0.24 0.266 15.00 -20.88 -7.64 0.00 -798.15 0.00 798.15 2,928.131,464.06 4,019.45 1,985.05 0.57 -0.36 0.260 20.00 -19.98 -7.45 0.00 -759.95 0.00 759.95 2,882.761,441.38 3,866.73 1,909.63 1.02 -0.49 0.255 24.58 -19.86 -7.44 0.00 -725.82 0.00 725.82 2,840.77 1,420.38 3,728.701,841.47 1.54 -0.60 0.250 25.00 -18.50 -7.09 0.00 -722.72 0.00 722.72 2,835.17 1,417.59 3,713.951,834,18 1.59 -0.61 0.246 30.00 -17.62 -6.87 0.00 -687.30 0.00 687.30 2,217.621,108.81 2,904.471,434.41 2.30 -0.73 0.281 35.00 -16.74 -6.66 0.00 -652.92 0.00 652.92 2,184.831,092.41 2,792.971,379.34 3.13 -0.86 0.274 40.00 -15.86 -6.43 0.00 -619.63 0.00 619.63 2,151.07 1,075.53 2,682.331,324.70 4.10 -0.99 0.267 45.00 -15.01 -6.21 0.00 -587.47 0.00 587.47 2,116.351,058.18 2,572.63 1,270.53 5.21 -1.13 0.259 50.00 -14.16 -5.99 0.00 -556.43 0.00 556.43 2,080.67 1,040.33 2,463.97 1,216.86 6.46 -1.26 0.252 55.00 -13.33 -5.78 0.00 -526.50 0.00 526.50 2,044.021,022.01 2,356.451,163.76 7.86 -1.40 0.245 60.00 -12.51 -5.59 0.00 -497.60 0.00 497.60 2,006.411,003.21 2,250.141,111.26 9.40 -1.54 0.238 65.00 -12.44 -5.60 0.00 -469.63 0.00 469.63 1,966.14 983.07 2,143.281,058.49 11.08 -1.67 0.232 65,33 -11.44 -5.40 0.00 -467.76 0.00 467.76 1,962.41 981.21 2,135.121,054.45 11.20 -1.68 0.231 70.00 -10.70 -5.32 0.00 -442.56 0.00 442.56 1,449.00 724.50 1,571.69 776.20 12.91 -1.81 0.264 75.00 -9.95 -5.31 0.00 -415.95 0.00 415.95 1,423.80 711.90 1,499.68 740.64 14.88 -1.95 0.254 80.00 -9.20 -5.37 0.00 -389.39 0.00 389.39 1,397.64 698.82 1,428.27 705.37 17.00 -2.10 0.244 85.00 -8.46 -5.49 0.00 -362.54 0,00 362.54 1,370.52 685.26 1,357.55 670.44 19.28 -2.25 0.233 90.00 -7.73 -5.64 0.00 -335.11 0.00 335.11 1,342.43 671.21 1,287.61 635.90 21.72 -2.40 0.221 95.00 -7.01 -5.81 0.00 -306.89 0.00 306.89 1,313.38 656.69 1,218.54 601.79 24.30 -2.54 0.207 100.00 -6,30 -5.97 0.00 -277.83 0.00 277.83 1,283.36 641.68 1,150.43 568.15 27.04 -2.68 0.193 105.00 -5.60 -6.08 0.00 -247.99 0.00 247.99 1,248.29 624.15 1,079.82 533.28 29.92 -2.82 0.177 110.00 -4.95 -6.12 0.00 -217.58 0.00 217.58 1,203.54 601.77 1,003.35 495.52 32.95 -2.95 0.162 110.00 -4.95 -6.12 0.00 -217.58 0.00 217.58 829.70 414.85 695.96 343.71 32.95 -2.95 0.194 115.00 -4.32 -6.08 0.00 -186.96 0.00 186.96 811.46 405.73 655.20 323.58 36.10 -3.07 0.170 120.00 -3.48 -5.88 0.00 -156.58 0.00 156.58 792.25 396.13 614.84 303.64 39.39 -3.19 0.145 125.00 -3.35 -5.83 0.00 -127.19 0.00 127.19 772.09 386.04 574.96 283.95 42.79 -3.30 0.121 126.00 -3.11 -5.72 0.00 -121.36 0.00 121.36 767.94 383.97 567.05 280.04 43.48 -3.32 0.116 128.00 -2.94 -5.63 0.00 -109.92 0.00 109.92 759.52 379.76 551.31 272.27 44.88 -3.36 0.106 128.00 -2.94 -5.63 0.00 -109.92 0.00 109.92 759.52 379.76 551.31 272.27 44.88 -3.36 0.408 130.00 -2.69 -5.45 0.00 -98.67 0.00 98.67 750.95 375.48 535.66 264.54 46.30 -3.40 0.377 135.00 -2.59 -5.38 0.00 -71.43 0.00 71.43 728.86 364.43 497.03 245.47 50.03 -3.70 0.295 137.00 -2.15 -4.89 0.00 -60.67 0.00 60.67 719.75 359.88 481.79 237.94 51.60 -3.81 0.258 140.00 -2.02 -4.71 0.00 -45.99 0.00 45.99 704.07 352.03 458.03 226.21 54.04 -3.94 0.206 145.00 -1.90 -4.49 0.00 -22.43 0.00 22.43 670.50 335.25 415.16 205.03 58.26 -4.10 0.112 150.00 0.00 -4.34 0.00 0.00 0.00 0.00 636.94 318.47 374.40 184.90 62.60 -4.16 0.000 Page: 22 Site Number: 82957 Site Name: Federal Way #2, WA Customer: Verizon Wireless Analysis Summary Code: ANSI/TIA-222-G Engineering Number: OAA701066_C3_01 © 2007 - 2017 by ATC IP LLC. All rights reserved. 4/25/2017 2:51:53 PM Load Case Shear FX (kips) Shear FZ WDS) Reactions Axial Moment FY MX (ki s) (ft-ki s) Moment MY (ft-kips) Moment MZ (ft-kips) Max Usage Elev Interaction ft Ratio 1.2D + 1.6W 19.08 0.00 41.08 0.00 0.00 1933.02 0.00 0.58 0.913 + 1.6W 19.04 0.00 30.80 0.00 0.00 1897.14 0.00 0.57 1.21) + 1.ODi + 1.OWi 1.66 0.00 46.78 0.00 0.00 172.28 0.00 0.06 (1.2 + 0.2Sds) ` DL + E ELFM 5.31 0.00 45.15 0.00 0.00 648.50 30.00 0.21 (1.2 + 0.2Sds) . DL + E EMAM 8.17 0.00 45.14 0.00 0.00 955.52 128.00 0.43 (0.9 - 0.2Sds) " DL + E ELFM 5.30 0.00 23.89 0.00 0.00 624.91 30.00 0.19 (0.9 - 0.2Sds) ' DL + E EMAM 8.14 0.00 23.88 0.00 0.00 918.13 128.00 0.41 1.OD + 1.OW 6.02 0.00 34.26 0.00 0,00 603.35 0.00 0.19 Additional Steel Summary Intermediate Connectors Upper Termination Lower Termination Elev Elev Shear Shear Connectors Connectors Max Member From To VQ/1 Applied phiVn MQ/1 phiVn Num Num MQ/1 phiVn Num Num Pu phiPn ftft Member (lb/in) (kips) (kips) (kips) (kips) RegdActual (kips) (kips) Reqd Actual (kip) (kip) Ratio 0.00 128. (4) SOL-#18 All Thre 237.6 7.1 16.8 49.0 12.0 5 10 0.0 12.0 0 0 189,5 249.8 0.759 Page: 23 Plate Type Baseplate Pole Diameter 36 Pole Thickness 0.375 d Plate Length 44 co Plate Thickness 2.5 - Plate Fy 60 Weld Length 0.3125 m �5 resistance 1584.05 Applied 778.35 # 0 d N # 8 Bolt Circle 44 (R)adial / (S)quare S Bolt Gap 6 Diameter 2.25 43 Hole Diameter 2.625 m° Type #18J Fy 75 Fu 100 259.82 0s Resistance Applied 163.86 # 4 • DYW. Circle 42.82 c Offset Angle 0 E Type #18 Diameter 2.4375 Fu 100 0s resistance Applied 149.74 # 0 0 49 0 m W n in n n csi In k-in k-in n in in in ksi ksi k k in n ksi k k Code Rev. F--G—I Moment 1933.0 k-ft Axial 41.1 k Date 4/25/2017 Engineer K. Anderson Site # 82957 Carrier Verizon Wireless Plate Stress Ratio: 0.49 (Pass) Bolt Stress Ratio: 0.63 (Pass) Reinforcement Stress Ratio: 0.40 ( Pass) T Plate Type Pole Diameter 2 u Pole Thickness a. Plate Diameter Plate Thickness U I Plate Fy Weld Length 0° 6. Resistance m Length d Height Chamfer N Offset Angle Flange @ 110.0 ft I Code Rev. r G Date 4/25/2017 20.53 in Engineer K. Anderson 0.1875 in Site # 82957 28.5 in Moment 288.5 k-ft Carrier Verizon Wireless 1 in Axial 8.9 k 0.31251in 356.05 k-in 19.23 k-in 12 Shop 0.5 in 3.25 in 9 in 0.5 in 0° 36 ksi # 12 Bolt Circle 25.75 (R)adial / (S)quare R Diameter 1 42 Hole Diameter 1.125 0 Type A325 Fy 92 Fu 120 54.52 �, Resistance Applied 11.09 # 4 ■ DYW. Circle 27.16 5 Offset Angle 15 E Type #18 2 Diameter 2.4375 Fu 100 Z �, Resistance 373.31 Applied 90.27 # 0 0 !R 0 m w in ksi ksi k !c in 0 in ksi k k F, Plate Stress Ratio: 0.05 (Pass) Bolt Stress Ratio: 0.20 (Pass) Reinforcement Stress Ratio: 0.24 (Pass) T Site Name: Federal Way #2 Site Number: 82957 Engineering Number: OAA701066 Engineer: K. Anderson Date: 04/25/17 Tower Type: MP Design Loads (Factored) - Analvsis per TIA-222-G Standards Design / Analysis / Mapping: Analysis Compression/Leg: k Uplift/Leg: k Total Shear: 19.1 k Moment: 1933.0 k-ft Tower + Appurtenance Weight: 41.1 k Depth to Base of Foundation (I + t - h): 5.00 ft Diameter of Pier (d): 3.67 ft Height of Pier above Ground (h): 0.00 Width of Pad (W): 18.50 ft Length of Pad (L): 18.50 ft Thickness of Pad (t): 5.00 ft Tower Leg Center to Center: 3.00 ft Number of Tower Legs: 1.0 (1 if MP or GT) Tower Center from Mat Center: 0.00 ft Depth Below Ground Surface to Water Table: 30.00 ft Unit Weight of Concrete: 150.0 pcf Unit Weight of Soil Above Water Table: 120.0 pcf Unit Weight of Water: 62.4 pcf Unit Weight of Soil Below Water Table: 65.0 pcf Friction Angle of Uplift: 0.0 Degrees Ultimate Coefficient of Shear Friction: 0.40 Ultimate Compressive Bearing Pressure: 10000.0 psf Passive Pressure on Pad Face: 0.0 psf ,1U,ltimate WSoil and Concrete weight: 0.9 th • 0.75 Soil Overturning Moment Usage Design OTM: OTIVI Resistance: Design OTM / OTM Resistance: Soil Bearing Pressure Usage Net Bearing Pressure: Factored Nominal Bearing Pressure: Net Bearing Pressure/Factored Nominal Bearing Pressure: Load Direction Controling Design Bearing Pressure: Program Last Updated: 511312014 IV 1 Concrete Strength (f J: 3000 psi Pad Tension Steel Depth: 56.00 in 'itiShear: 0.75 WFlexure /Tension• 0.90 Compression: 0.65 p: 0.85 Bottom Pad Rebar Size #: 8 # of Bottom Pad Rebar: 16 Pad Bottom Steel Area: 12.64 in Pad Steel FY: 60000 psi Top Pad Rebar Size #: 8 # of Top Pad Rebar: 16 Pad Top Steel Area: 12.64 in 2028.4 k-ft 2421.9 k-ft 0.84 Result: OK 3481 psf 7500 psf 0.46 Result: OK Diagonal to Pad Edge Sliding Factor of Safe Total Factored Sliding Resistance: 87.3 k Sliding Design / Sliding Resistance: 0.22 Result: OK One Way Shear, Flexual Capacity, and Punching hear i Fmtored One Way Shear (Vu): One Way Shear Capacity (OVA): Vu / OVC: Load Direction Controling Shear Capacity: Lower Steel Pad Factored Moment (Mu): Lower Steel Pad Moment Capacity (OM,,): Mu / �Mn: Load Direction Controling Flexural Capacity: Upper Steel Pad Factored Moment (M„): Upper Steel Pad Moment Capacity Wn): Mu / OM": Lower Pad Flexural Reinforcement Ratio: Upper Pad Flexural Reinforcement Ratio: Lower Pad Reinforcement Spacing: Upper Pad Reinforcement Spacing: Factored Punching Shear (V,,): Nominal Punching Shear Capacity (Wn): Vu / �Vc: 104.2 k 726.5 k - ACI11.3.1.1 0.14 Result: OK Diagonal to Pad Edge 962.0 k-ft 3152.9 k-ft - AC110.3 0.31 Result: OK Parallel to Pad Edge 577.0 k-ft 3152.9 k-ft 0.18 Result: OK 0.0010 OK - Minimum Reinforcement Ratio Met - ACI10.5.1 0,0010 OK - Minimum Reinforcement Ratio Met - AC110.5.1 14 in - Pad Reinforcing Spacing OK - ACI7.12.2.2 & 10.5.4 14 in - Pad Reinforcing Spacing OK - ACI7.12.2.2 & 10.5.4 -99.7 k 2892.0 k - ACI11.12.2.1 -0.03 Result: OK Nominal and Design Moment Capacity and Factored Design Loads 0 500 1000 1500 2000 2500 3000 3500 - -- - ----- ---- r 7000 --------------- ----------- 6000 Pu & Mu i ---------------I-- 5000 -------- j------- --,---------- - s� -- - 4000 Tu&Mu �r ,� --------------- --•-ram _} -� 3000 �_... ---- •-------- 2000 1000 +f — - Design Envelope O dO -1000— ` Nominal Envelope -2000 --------'---- __------------- ----------'---- -3000 Moment (k-ft)