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BLD2012-00381
ILDING PERMIT APPLICAT!N BLD12-00381 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD12-00381 Received Date: 11/26/2012 SITE ADDRESS: ROCKTOGO RD PORT LUDLOW, 98365 OWNER: AT&T PHONE: 206-523-1945 760 ALOHA ST SEATTLE WA 98109 SUBDIVISION: Block: Lot: + PARCEL NUMBER: 821312001 Section: 31 Township: 28 N Range: 01 E CONTRACTOR: WESTOWER COMMUNICATIONS INC PHONE: 407-852-1755 405 EVANS BLACK DR TUKWILA WA 98188 Contractor's License WESTOCI975J8 Expires 12/14/2012 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr MODIFICATION TO EXISTING CELL TOWER. UPGRAGE & REPLACE EXISTING 3 PANEL ANTENNAS AND NEW CABINET WITHIN EXISTING CONCRETE PAD TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP NEW INDUSTRIAL: VALUATION MAIN: CODE EDITION: 2009 ADD'L: HEAT TYPE: OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: NUMBER OF EMPLOYEES: WATER SYSTEM: BATHROOMS: Exist: Prop: Total: Routing e: Type Amount Paid • e: Receipt: Approved/Date Permit 65.25 LYK 11/26/12 139776 APPH- ovEr Plan Check $172.40 LYK 11/26/12 139776 State Building Code $4.50 LYK 11/26/12 139776 NOV.23 2012 Total: $442.15 , efferson County Planninf. & Building Department \\4irinmor4\rl ofo\Fnrrnet RI FI Ann Rid rn+ 11 I I.,n19 �, JEFFERSO OUNTY • 4 ,k46..„. DEPARTMENT OF COMMUNITY DEVELOPMENT 1 621 Sheridan Street• Port Townsend•Washington 98368 360/379-4450 • 360/379-4451 Fax .ors C# www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: 00 inLA Project Description(include separate sheets as necessary): Replacing 3 panel antennas; adding new equipment rack within shelter Tax Parcel Number: 821312001 Property Size: 461 . 5 a c (acres/square feet) Site Address and/or Directions to Property: 0 Rocktogo Rd, Port Ludlow, WA 98365 (See Site Plan for directions) Property Owner(s)of Record: Pope Resources Telephone: 360-697-6626 Fax: N/A email: N/A Mailing Address: 19245 10th Ave. , Poulsbo, WA 98370 Applicant/Agent(if different from owner): AT&T Mob i l i ty/George Pierce Telephone: 206-523-1945 Fax: 206-260-7930 email,;PrrPerykArnnsu1ting.com Mailing Address: 918 S. Horton St. , STE 1002, Seattle WA 98134 What kind of Permit?(Check each box that applies laBuilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) ❑Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or C]'"' ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Use Classification PI Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry ❑Binding Site PI-• Q r\ n ❑Propane ❑Long Plat"* j v ❑Sign ❑Planned Rural -eel ∎: - •• _ ---$1.,n i ents** ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/. ' ** ❑Stomiwater Management ❑Shoreline Mast.cpcegram Exem o Rev:'. - ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Man-.' Sul �itiatD F• tnent ❑Temporary Use ❑Shoreline Manag '-` Variance jd Wireless Telecommunication* ❑Comprehensive " - 7, DC/Land U-- s'7;« ,, • en• ent ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shore me 11 t iYAmendment *May require a Pre—Application Conference ❑Tree Vegetation Req t of r o Trl ;y 1T`' ' 1?EIENT **Requires it-Pre*A en ice Please identify any other local,state or federal permits required for this proposal,if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE s,4-1; 1m-co Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later' ction S s access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application a wan otice. Signature: _ Date: f l/l ya IA The action Sr actions Applicant will undertake as a result of the Issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in comps'-•-. ith the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferabl -4:rro . •r. ..1,T-ring to and complying with the ESA. The Applicant has read this disclapmer and signs and dates it below. Signature: .,/ __ Date: 1 r �'1�Jl G:\PemvtCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc III • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: WesTower Communications (200-236-4118 ( ) MAILING ADDRESS: 7525 S E 24th St. , STE 500 EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: WE S TOC 19 7 5 J 8 NUMBER ARCHITECT/ENGINEER: CEI PHONE (4 251-4 8 7-17 3 2 FAx:( ) N/A MAILING ADDRESS:16928 Wood-Red Rd, Woodinville WF MILcei @conerstone-enqr.com Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New ❑ Wood Existing: None ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ,2r Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System ❑ Repair ❑ Masonry N/A SEP Permit# None ❑ Demolition ❑ Other: Bedrooms: Water Supply: Tower Existing: Nc-)n P Setback: ❑ Private well ❑ Two Party Type of Heat Proposed: ❑ Public None Total: Name of System: None If this is a Commercial Protect you must answer the following: Number of Parking Spaces: Current: None Proposed: None Number of ADA Parking Spaces: N/A Number of occupants(includes owners,tenants,employees,etc) Current 0 -I... call 0 , IBC Occupancy: U IBC Type of construction: Tel lecom Will you� F• :'`'cam C \linee- - If this is a Pro.-ne Tank and/or A, .Hance Installation •=rmit mark all items below' 39�•,•!7 ow ■ r v I Underground Tank I Above ground Tank Size of Propane Tank: 1 t i/ ■ I Heat Stove I Cook Stove I Woodstove I Fireplace Insert 1 Hot Water Tank I - Ilet1Stover,1,Qt r 0 I Is this appliance being installed in a Manufactured/Mobile Home? Yes / No N/ ` 2 When applying for a permit to install a propane tank you must also submit a site pi r shpwing all of the buildings,a' arty lines,tank location and size,distances from the propane tank to all property lines, uildir ys anti c,sys�cot"pone ts, includin• the reserve area. l � "�`'�' 4 n 4 #zt a. a. 2-,vim"- S•uare Foota t e Current Pro.osed tit `_ t ,4, .r E ,1,_ =.P_,' . .... _. �s Main Floor Heated --'1;r2''.--„, 1 EH Bld App Review: 2"0 Floor Heated Consistency Review: Other Heated . ': Base fee: 2405 23 1 Mezzanine Additional Section: Heated Basement ;t, { "° _ Plan Check fee: 1"72,4 Unheated Basement "- State Surcharge fee: 10) Other Unheated r Pot Water Review fee: Garage/Carport . .Ad SUBTOTAL Decks w 911/Rd Approach fee: Other Shelter 600 0 , TOTAL: $" Receipt Number: 1 -(,. giyi ' Cash/Check Number: _I }c'0 ESTIMATED COST(REQUIRED) Date: .Fair market value of all labor and materials foundation to finish 1.1-?I,'I Z $16, 000 Initials: G:\PemvtCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc j ! a Memo To: Jefferson County From: George Date: 11/14/12 Re: Zoning/Building Permit Application Package-RN10(AT&T LTE) To whom it may concern: M" Enclosed, please find the Building Permit package for the above mentioned AT&T x Wireless site. Please acknowledge receipt of this package by signing below and fax(206- 260-7930) or emailing to gpierce @rykaconsulting.com. .h 5" Yat • Received by Jefferson County wr Sig. .. Date Rec'd: (; -(2 uy, ;a. • Permit Application I (2 I Sincerely, 'h3 George Pierce • Ryka Consulting on behalf of AT&T Ryka Consulting 1 919 S. Horton St #1002 Seattle, WA 98134 George Pierce Subject: FW:AT&T Mobility projects in Jefferson County- Need Building Permit Intake Fee amounts From: Lisa Yobbagy-Keller [mailto:IisaCa�co.jefferson.wa.us1 Sent: Wednesday, August 01, 2012 1:32 PM To: George Pierce Subject: RE: AT&T Mobility projects in Jefferson County - Need Building Permit Intake Fee amounts Yna t V1 - Permit Technician II , ! Dept of Community Development ;l lisa@cojefferson.wa.us (360) 379-4450 JL r FT � f ci�ni nwq[�!j All e-mail sent to this address will be received by the Jefferson County e-mail-syste i-arid maybeublec o ublic Disclosure under Chapter 42.56 RCW. Please note: DCD hours have changed as of December 1, 2008. Our office is open to the public 9:00 am - 4:30 pm Monday thru Thursday and closed on Fridays. From: George Pierce jmailto:GPierce( rykaconsulting.comj Sent: Tuesday, July 31, 2012 11:26 AM To: Lisa Yobbagy-Keller Cc: Christine Contreras Subject: AT&T Mobility projects in Jefferson County- Need Building Permit Intake Fee amounts Good Morning Lisa, AT&T Mobility has 5 antenna modification projects to upgrade their existing sites to 4G LTE. We have been requested by Jefferson County to submit our Type I Zoning applications concurrently with our Building Permit applications. Based on the Project Valuations listed below, please provide us the required Building Permit Intake Fee amounts. Please confirm Submittal Items: • Site Plans o How many Sets?(Lisa Keller] 3 o Is 11"x17"okay?(Lisa Keller] YES • How many sets of engineering reports?(Lisa Keller] 3 • Additional documents required other than the application?(Lisa Keller] Lease agreement with Land owner 1 • RN10 Twin Lakes $16,000 $664.15 WA557 Teal Lake $21,000 $779.66 WA706 Achusnet $17,500 $710.36 RN12 Anderson Lake $19,000 $733.46 WA713 Miller Peninsula $16,500 $727.74 Thank you, -George George Pierce Rvka Consulting 206.406.5117 cell 206.260.7930 Fax apiercervkaconsultinci.com 918 South Horton Street Suite 1003, Seattle, WA 98134 I I 2 • Fr- August 15,2012 1 i p Jefferson County ! LIt i JEFFERSON COUNN RE New Cingular Wireless PCS,LLC/AT&T Mobility Proposal Let er-� �'�; 1 v np�n�i Lakes� ..r• it it t' �, � win Dear Reviewing Parties; The existing AT&T Mobility facility proposed expansion on a Lattice Tower at Section 31;T28N;RlE Jefferson County,WA will comply with the public maximum permissible exposure(MPE)levels set by the Federal Communications Commission(FCC)in all publicly accessible areas.These FCC rules constitute a national RF exposure standard that reflects the consensus agreement of the federal agencies charged with protecting the public health and the environment. To demonstrate compliance with the FCC radio frequency(RF)exposure limits,the power density contributed by the ATT antenna facility has been predicted based on calculations provided by the FCC's Office of Engineering Technology in OET Bulletin 65,Edition 97-01,released August 1997.This de termination is based on site-specific engineering data used to predict the RF power density in the vicinity of the antennas and compares those levels with the public MPE limits(typically are less than 1 to 6%of the FCC Limit).The result of the predictive analysis(at the transmit power we plan on using) demonstrates that the highest power density in a publicly accessible area is in compliance with FCC requirements. Sincerely, feb Amy Wang Radio Frequency(RF)Engineer Wes Tower Communications 7525 SE 24th Street Suite 500 Mercer Island,WA 98040 • • 1 State: Washington City: Jefferson County Site ID: RN 165 TWIN LAKES SITE LEASE AGREEMENT nY 'THIS SITE LEASE AGREEMENT (This "Lease") is entered into this S�day of ,1993, between Pope Resources, a Limited Partnership("Landlord"), and Simmons Cellular of Washington Inc. dba Cellular One, a Washington Corporation ("Tenant"). 1. Premises. Subject to the following terms and conditions, Landlord leases to Tenant a portion of the real property (the "Property") described in the attached Exhibit A. Tenant's use of the Property shall be limited to that portion of the Property, together with easements for access and utilities, described and depicted in attached Exhibit B (collectively referred to hereinafter as the "Premises"). The Premises, located in Section 31, Township 28N, Range IE, W.M.,Jefferson County Washington and more specifically described in attached Exhibit B, comprises approximately 1,500 square feet. 2. Term. The initial term of this Lease shall be five years, commencing upon the earlier of written notification by Tenant to Landlord of Tenant's receipt of all Governmental Approvals, or 36 months from Execution Date of this Lease (the "Commencement Date"), and terminating at Midnight on the last day of the month in which the fifth annual anniversary of the Commencement Date shall have occurred. 3. Permitted Use. The Premises may be used by Tenant only for permitted uses, which are the transmission and reception of radio communication signals and for the construction, maintenance, repair or replacement of related facilities, towers, antennas, equipment or buildings and related activities. Tenant shall obtain, at Tenant's expense, all licenses and permits required for Tenant's use of the Premises from all applicable government and/or regulatory entities (the "Governmental Approvals") and may (prior to or after the Commencement Date) obtain a title report, perform surveys, soils tests, and other engineering procedures on, under and over the Property, necessary to determine that Tenant's use of the Premises will be compatible with Tenant's engineering specifications, system, design, operations and Governmental Approvals. Landlord agrees to reasonably cooperate with Tenant (at no cost to Landlord), where required, to perform such procedures or obtain Governmental Approvals. Landlord agrees that Tenant shall have the right to immediately terminate this Lease if Tenant notifies Landlord of unacceptable results of any title report or of the survey or soils tests. 4. Rent. (a) Upon the Commencement Date, Tenant shall pay Landlord, as rent, the sum of Four Thousand Five Hundred Dollars ($4,500.00) per year • • 2 ("Rent"). Rent shall be payable on the anniversary of each year, in advance, at Landlord's address specified in paragraph 12 below. (b) If this Lease is terminated at a time other than on the last day of a month, Rent shall be prorated as of the date of termination for any reason other than a default by Tenant, and all prepaid Rents shall be refunded to Tenant. (c) If Tenant shall not have obtained all Governmental Approvals on or before the date specified in 2 above, then Tenant shall, by notice to Landlord, have the right to cancel all rights and obligations under this Lease, provided Tenant reimburses Landlord for actual, reasonable, legal or other preparatory expenses incurred to a maximum of $ 100.00 5. Renewal. Tenant shall have the right to extend this Lease for five additional, five-year terms ("Renewal Term"). Each Renewal Term shall be on the same terms and conditions as set forth herein except that commencing with the first renewal of this lease, Rent shall be increased annually by a percentage equal to the percentage increase in the Consumer Price Index for the Seattle-Tacoma Metropolitan Statistical Area. However, Rent shall not increase more than five percent (5%) of the rent paid over the preceding year, nor shall rent increase by less than three per cent (3%) of the rent paid over the proceeding year. Landlord shall be responsible for communicating the amount of the rental adjustment to Tenant and shall provide Tenant with supporting data upon which the adjustment is calculated. This Lease shall automatically renew for each successive Renewal Term unless Tenant shall notify Landlord, in writing, of Tenant's intention not to renew this Lease, at least 60 days prior to the expiration of the term or any Renewal Term. If Tenant shall remain in possession of the Premises at the expiration of this Lease or any Renewal without a written agreement, such tenancy shall be deemed a month-to-month tenancy under the same terms and conditions of this Lease. 6. Interference. Tenant shall not use the Premises in any way which interferes with the use of the Property by Landlord, or tenants or licensees of Landlord, with rights to the Property prior in time to Tenant's (subject to Tenant's rights under this Lease, including non-interference). Similarly, Landlord shall not use, nor shall Landlord permit its tenants, licensees, employees, invitees or agents to use, any portion of Landlord's properties in any way which interferes with the operations of Tenant. Such interference shall be deemed a material breach by the interfering party, who shall, upon notice from the other, be responsible for terminating said interference. In the event any such interference does not cease promptly, the parties acknowledge that continuing interference may cause irreparable injury and, therefore, the injured party shall have the right, in addition to any other rights that it may have at law or in equity, to bring action to enjoin such interference or to terminate this Lease immediately upon notice. 7. Improvements; Utilities; Access. • S 3 (a) Tenant shall have the right, at its expense, to erect and maintain on the Premises improvements for its sole use, personal property and facilities, including without limitation an antenna tower measuring feet and base, and any number of radio transmitting and receiving antennas, and an electronic equipment shelter (collectively the "Antenna Facilities"). Landlord's prior consent to the plans and specifications for such buildings and other improvements shall be required but shall not be unreasonably withheld or delayed and shall be deemed given as to those items listed in Exhibit C hereto. Tenant shall have the right to replace or upgrade the Antenna Facilities at any time during the term of this Lease. Tenant shall cause all construction to occur lien-free and in compliance with all applicable laws and ordinances. The Antenna Facilities shall remain the exclusive property of Tenant. Tenant shall have the right to remove the Antenna Facilities upon termination of this Lease. (b) Tenant, at its expense, may use any and all appropriate means of restricting access to the Antenna Facilities, including, the construction of a fence. (c) Tenant shall, at Tenant's expense, keep and maintain the Premises and all buildings and improvements now or hereafter located thereon in commercially reasonable condition and repair during the term of this Lease. Upon termination of this Lease, the Premises shall be returned to Landlord in good, usable condition. (d) Tenant shall pay any additional utilities charges due to Tenant's use. Tenant shall have the right to install utilities, at Tenant's expense, and to improve the present utilities on the Premises (including, but not limited to the installation of emergency power generators). Landlord hereby grants an easement to permanently place any utilities on, or to bring utilities across, the Property in order to service the Premises and the Antenna Facilities. (e) As partial consideration for rent paid under this Lease, Landlord hereby grants Tenant an easement ("Easement") for ingress, egress, and access (including access as described in paragraph 1) to the Premises adequate to service the Premises and the Antenna Facilities at all times during the term of this Lease or any Renewal Term. Upon notice, Landlord shall have the right, at Landlord's sole expense, to relocate the Easement to Tenant, provided such new location shall not materially interfere with Tenant's operations. Any Easement provided hereunder shall have the same term as this Lease. (f) Tenant shall have 24-hour-a-day, 7-day-a-week access to the Premises at all times during the term of this Lease and any Renewal Term. 8. Termination: Except as otherwise provided herein, this Lease may be terminated, without any penalty or further liability as follows: (a) upon 15 days' written notice by Landlord if Tenant fails to cure a default for payment of amounts due under this Lease within that 15 day period; • i 4 (b) upon 30 days' written notice by either party if the other party defaults and fails to cure such default within that 30-day period, or such longer period as may be required to diligently complete a cure commenced within that 30-day period; (c) upon sixty (60) days' written notice by Tenant, if it is unable to obtain, maintain, or otherwise forfeits or cancels any license, permit or Governmental Approval necessary to the construction and/or operation of the Antenna Facilities or Tenant's business; (d) upon sixty (60) days' written notice by Tenant if the Premises are or become unacceptable under Tenant's design or engineering specifications for its Antenna Facilities or the communications system to which the Antenna Facilities belong; (e) immediately upon written notice if the Premises or the Antenna Facilities are destroyed or damaged so as in Tenant's reasonable judgment to substantially and adversely affect the effective use of the Antenna Facilities. In such event, all rights and obligations of the parties shall cease as of the date of the damage or destruction, and Tenant shall be entitled to the reimbursement of any Rent prepaid by Tenant. If Tenant elects to continue this Lease, then all Rent shall abate until the Premises and/or Antenna Facilities are restored to the condition existing immediately prior to such damage or destruction; (f) at the time title of the Property transfers to a condemning authority, pursuant to a taking of all or a portion of the Property sufficient in Tenant's determination to render the Premises unsuitable for Tenant's use. Landlord and Tenant shall each be entitled to pursue their own separate awards with respect to such taking. Sale of all or part of the Premises to a purchaser with the power of eminent domain in the face of the exercise of the power, shall be treated as a taking by condemnation. (g) at Landlord's discretion at the expiration of the then current five year lease term if this lease is assigned to any entity other than an affiliate, subsidiary, stockholder of, or entity under common control of McCaw Communications. 9. Taxes. Tenant shall pay any personal property taxes assessed on, or any portion of such taxes attributable to, the Antenna Facilities. Landlord shall pay when due all real property taxes and all other fees and assessments attributable to the Premises. However, Tenant shall pay, as additional Rent, any increase in real property taxes levied against the Premises (excluding any additional taxes that relate to the period prior to the Commencement Date, i.e., roll-back taxes) which is directly attributable to Tenant's use of the Premises, and Landlord agrees to furnish proof of such increase to Tenant. 10. Insurance and Subrogation. (a) Tenant will provide Commercial General Liability Insurance in an aggregate amount of $1,000,000 and name Landlord as an additional insured on the policy or policies. Tenant may satisfy this requirement by obtaining appropriate endorsement to any master policy of • • 5 liability insurance Tenant may maintain. Tenant shall provide proof of such insurance in the form of a certificate of insurance, standard form. (b) Landlord and Tenant hereby mutually release each other (and their successors or assigns) from liability and waive all right of recovery against the other for any loss or damage covered by their respective first party property insurance policies for all perils insured thereunder. In the event of such insured loss, neither party's insurance company shall have a subrogated claim against the other. 11. Hold Harmless. Tenant agrees to hold Landlord harmless from any and all claims arising from the installation, use, maintenance, repair or removal of the Antenna Facilities, except for claims arising from the sole negligence or intentional acts of Landlord, its employees, agents or independent contractors. 12. Notices. All notices, requests, demands and other communications hereunder shall be in writing and shall be deemed given if personally delivered or mailed, certified mail, return receipt requested, or sent by overnight carrier to the following addresses: If to Landlord, to: Pope Resources P.O. Box 1780 Poulsbo, Wa. 98370-0239 (206)-697-6626 If to Tenant, to; Simmons Cellular of Washington 617 Eastlake Ave E Seattle, Wa. 98109 Attn: Real Estate Administrator with a copy to: McCaw Cellular Communications, Inc. PAC/ROC Region 12112 - 115th Ave. NE Kirkland, Wa. 98034 Attn: Legal Department 13. Quiet Enjoyment, Title and Authority. Landlord covenants and warrants to Tenant that Landlord has full right, power and authority to execute this Lease; it has good and unencumbered title to the Premises free and clear of any liens or mortgages, except those disclosed to Tenant which will not interfere with Tenant's rights to or use of the Premises; the Premises constitute a legal lot; and execution and performance of this Lease will not violate any laws, ordinances, covenants, or the provisions of any mortgage, lease, or other agreement binding on Landlord. 6 Landlord covenants that at all times during the term of this Lease, Tenant's quiet enjoyment of the Premises or any part thereof shall not be disturbed as long as Tenant is not in default beyond any applicable grace or cure period. 14. Environmental Laws. Tenant represents, warrants and agrees that it will conduct its activities on the Property in compliance with all applicable Environmental Laws (as defined in attached Exhibit D). Landlord represents, warrants and agrees that it has in the past and will in the future conduct its activities on the Property in compliance with all applicable Environmental Laws and that the Property is free of Hazardous Substance (as defined in attached Exhibit D) as of the date of this Lease. Landlord shall be responsible for, and shall promptly conduct any investigation and remediation as required by any Environmental Laws or common law, of all spills or other releases of Hazardous Substance, not caused by Tenant's occupation of the property, that have occurred or which may occur on the Property. Tenant agrees to defend, indemnify and hold Landlord harmless from and against any and all claims, causes of action, demands and liability including, but not limited to, damages, costs, expenses, assessments, penalties, fines, losses, judgments and attorney's fees that Landlord may suffer due to the existence or discovery of any Hazardous Substance on the Property or the migration of any Hazardous Substance to other properties or released into the environment, that relate to or arise from Tenant's activities on the Property. Landlord agrees to defend, indemnify and hold Tenant harmless from and against any and all claims, causes of action, demands and liability including, but not limited to, damages, costs, expenses, assessments, penalties, fines, losses, judgments and attorney's fees that Tenant may suffer due to the existence or discovery of any Hazardous Substance on the property or the migration of any Hazardous Substance to other properties or released into the environment, that relate to or arise from Landlord's activities during this Lease and from all activities on the Property prior to the commencement of this Lease. The indemnifications in this section specifically include costs incurred in connection with any investigation of site conditions or any cleanup, remedial, removal or restoration work required by any governmental authority. 15. Assignment and Subleasing. Provided Landlord's rights and interests are not adversely affected, Tenant may assign this Lease to any person controlling, controlled by, or under common control with Tenant, or any person or entity that, after first receiving FCC or state regulatory agency approvals, acquires Tenant's radio communications business and assumes all obligations of Tenant under this Lease. Upon such assignment, Tenant shall be relieved of all liabilities and obligations hereunder and Landlord shall look solely to the assignee for performance under this Lease and all obligations hereunder. All other assignments of this Lease must be approved by Landlord and Landlord may at his sole discretion terminate this lease at the end of the then current lease term. Tenant may sublet this Lease, upon notice to Landlord, only if such sublease is subject to the provisions of this Lease. If • • 7 sublessee is an unrelated entity of tenant, Landlord shall receive, as additional rent, an amount equal to 30% of any rents due under such a sublease. Additionally, Tenant may, upon notice to Landlord, mortgage or grant a security interest in this Lease and the Antenna Facilities, and may assign this Lease and the Antenna Facilities to any such mortgagees or holders of security interests including their successors or assigns (hereinafter collectively referred to as "Mortgagees"), provided such Mortgagees agree to be bound by the terms and provisions of this Lease. In such event, Landlord shall execute such consent to leasehold financing as may reasonably be required by Mortgagees. Landlord agrees to notify Tenant and Tenant's Mortgagees simultaneously of any default by Tenant and to give Mortgagees the same right to cure any default as Tenant except that the cure period for any Mortgagee shall not be less than ten (10) days after receipt of the default notice. 16. Successors and Assigns. This Lease shall run with the Property, and shall be binding upon and inure to the benefit of the parties, their respective successors, personal representatives and assigns. 17. Waiver of Landlord's Lien. Landlord hereby waives any and all lien rights it may have, statutory or otherwise, concerning the Antenna Facilities or any portion thereof which shall be deemed personal property for the purposes of this Lease, regardless of whether or not same is deemed real or personal property under applicable laws, and Landlord gives Tenant the right to remove all or any portion of same from time to time in Tenant's sole discretion and without Landlord's consent. 18. Miscellaneous: (a) The substantially prevailing party in any litigation arising hereunder shall be entitled to its reasonable attorneys' fees and court costs, including appeals, if any. (b) Each party agrees to furnish to the other, within ten (10) days after request, such truthful estoppel information as the other may reasonably request. (c) This Lease constitutes the entire agreement and understanding of the parties, and supersedes all offers, negotiations and other agreements. There are no representations or understandings of any kind not set forth herein. Any amendments to this Lease must be in writing and executed by both parties. (d) If either party is represented by a real estate broker in this transaction, that party shall be fully responsible for any fee due such broker, and shall hold the other party harmless from any claims for commission by such broker. (e) Each party agrees to cooperate with the other in executing any documents (including a Memorandum of Lease) necessary to protect its rights or use of the Premises. The Memorandum of Lease may be recorded in place of this Lease, by either party. • • 8 (f) This Lease shall be construed in accordance with the laws of the state in which the Property is located. (g) If any term of this Lease is found to be void or invalid, such invalidity shall not affect the remaining terms of this Lease, which shall continue in full force and effect. The Execution Date of this Lease is the fi day of , 199,1. LANDLORD: POPE RESOURCES t1 I% kr ichelsen President, Income Properties TENANT: SIMMONS CELLULAR OF WASHINGTON,Inc. Robert H. Johnson General Manager • 9 LANDLORD STATE OF WASHINGTON COUNTY OF JEFFERSON On this 4.r' day of„„.7ruqqu.5t 1993, before me personally appeared JOSEPH MICHELSON, known to de to be the VICE PRESIDENT OF INCOME PROPERTIES of POPE RESOURCES who executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said individual for the uses and purposes therein mentioned, and on oath stated that JOSEPH MICHELSEN was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. 7 NOTARY PUBLIC in and for the state of WASHINGTON My commission expires: 2_1__Y( TENANT STATE OF WASHINGTON COUNTY OF JEFFERSON On this Cl' day of 4 T- , 1993, before me personally appeared ROBERT H. JOHNSON, known to me to be the GENERAL MANAGER of SIMMONS CELLULAR OF WASHINGTON, the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that ROBERT H. JOHNSON was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. .SIGNED — NOTARY PUBLIC in and for the state of My commission expires: • • 10 EXHIBIT A to the Site Lease Agreement dated , /773 between POPE RESOURCES, as Landlord, and SIMMONS CELLULAR OF WASHINGTON, as Tenant Legal Description The property is legally described as follows: A portion of Section 31, Township 28N, R1E W.M. Jefferson County, Wa. and more specifically described pending survey. • • 11 EXHIBIT B to the Site Lease Agreement dated between POPE RESOURCES, as Landlord, and SIMMONS CELLULAR OF WASHINGTON,as Tenant The location of the Premises (includin g easements) within the Property is more particularly described or depicted as follows: II • • 12 EXHIBIT C to the Site Lease Agreement dated between POPE RESOURCES, as Landlord, and SIMMONS CELLULAR OF WASHINGTON,as Tenant Site Plan WESTOWERTM u COMMUNICATIONS MORRISON HERSHFIELD Mr. Louis M. Kazimer Morrison Hershfield Corporation WesTower Communications 66 Perimeter Center East, Ste. 600 7525 SE 24th Street, Suite 500 Atlanta, GA. 30346 Mercer Island, WA 98040 (770)379-8500 Date: August 21, 2012 Subject: Structural Analysis Report 1 Li AT&T Designation: Site USID: 11387-A Site FA: 10092410 JEEEEPSON COUNTY Site Name: Twin Lakes DEPT OF CODUIUNITY DES' t OPMENT Turf Vendor Number RN10 Site Address: 1442 Shine Ridge Road, Port Ludlow, Jefferson County, WA 98365 Site Coordinates: Latitude: 47° 52'40.26" N, Longitude: 122°43'38.32"W Tower Description: 150 ft Self Support Tower Morrison Hershfield Project Number: WES-092/6123326 Dear Mr. Kazimer, Morrison Hershfield Corporation has carried out a structural analysis of the above referenced structure for the existing and proposed antenna and equipment noted. This rigorous analysis has been performed in accordance with the ANSI/TIA-222-G Structural Standards for Antenna Supporting Structures and Antennas using a 3- second gust wind speed of 85 mph with no radial ice, 30 mph with 1/4" radial ice thickness and 60 mph under service conditions, meeting the requirements of the Washington State Building Code (2009 IBC with Statewide Amendments)for Jefferson County. This analysis is subject to the assumptions noted. Our analysis demonstrates that the existing tower and foundation ARE in conformance (tower at 60.3% and foundation at 36.2%) with the requirements of the above noted standards under the effects of loading described. We at Morrison Hershfield Corporation appreciate the opportunity of providing our continuing professional services to you and WesTower Communications. If you have any questions or need further assistance on this or any other projects please give us a call. Sincerely, Morrison Hershfield Corporation 4,1 S T oF wnS/114. �1 Fes' y yu"*. �• Shawn W. Stevenson, S.E. (WA License No 42002) Senior Engineer 42002 tON AL ( c, L4 uF 1 4 Job Number: WES-092 August 21, 2012 Project Number:6123326 Page 2 INTRODUCTION This tower is a 150-ft monopole tower designed by Andrew, in 1994. The tower was originally designed for a wind speed of 100 mph and 1/2" radial ice thickness per TIA/EIA-222-E standards. This rigorous structural analysis was performed in accordance with the requirements of the Washington State Building Code (2009 IBC with Statewide Amendments) and the ANSI/TIA-222-G Structural Standards for Antenna Supporting Structures and Antennas using a 3-second gust wind speed of 85 mph with no radial ice, 30 mph with 1/4" radial ice thickness and 60 mph under service conditions. The following ANSI/TIA-222-G design parameters were considered in this analysis: Exposure Category B, Structure Class II, and Topographic Category 1. The design spectral response accelerations of Sps=0.82 and Spy= 0.45 for Site Soil Class D were considered in this analysis. The structural analysis was based on the following documentation: Documentation Document Description Source Tower and Foundation Andrew, Serial#L1-94542, dated 11/22/1994 Siterra Drawings Geotechnical Report RZA Agra, Inc., Job#09640-00, dated 06/06/1994 Siterra Previous Structural Analysis GPD Associates, Job#2011228.38, dated 01/04/2012 Siterra Proposed Loading AT&T RFDS, dated 04/13/2012 WesTower Communications 1.0 ANALYSIS LOADING The existing and proposed antennas, transmission lines, and other equipment considered in this analysis were provided by the client and are noted in the attachments. ANALYSIS PROCEDURE tnxTower Version 6.0.2.0, a commercially available analysis software package, was used to create a three- dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is attached at the end of this report. 2.0 ASSUMPTIONS The analysis provided by Morrison Hershfield is based on the theoretical capacity of the structure and is not a condition assessment of the tower. Morrison Hershfield has not performed an engineering inspection of the tower and the analysis was completed based on information supplied by the client. Morrison Hershfield has not made any independent determination of the accuracy of the information provided. 1) Tower and structures were built in accordance with the manufacturer's specifications and the applicable ANSI/TIA/EIA standard. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The tower is assumed to be in good condition and capable of supporting its full design capacity. 4) The foundation was properly designed and constructed for the original design loads. 5) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in the loading form. 6) All existing/proposed antennas and antenna mounts are assumed to be adequate for the existing/proposed loads. Analysis of these antennas and antenna mounts is considered to be outside of the scope of this analysis. Morrison Hershfield has not performed an analysis of the existing/proposed antennas or antenna mounts. 7) The existing AT&T loading is taken from the previous analysis by the GPD Associates, Job # 2011228.38 dated 01/04/2012. f , t S ` 4t ` Job Number: WES-092 August 21, 2012 •ProjecttNumber 6123326 Page 3 8) The proposed AT&T loading is per their RFDS, dated 04/13/2012. If any assumptions are not valid or have been made in error, this analysis is invalid. Morrison Hershfield Corporation should be notified to determine the effect on the structural integrity of the tower. 3.0 SUMMARY OF RESULTS The following tables summarize the location and utilized percentage of available capacity for each component of the tower. With consideration to the appropriate safety factors, 100% represents the full capacity of the component. Percentages below 100% indicate available capacity and conformance of the component. Percentages above 100% indicate an overstressed situation requiring structural modification to ensure conformance with the applicable codes and standards. Seismic design factors have been considered in this analysis. Our analysis shows that the seismic base shear is less than 50% of the base shear due to wind loading and therefore does not control in this analysis as per ANSI/TIA-222-G section 2.7.3. Per ANSI/TIA-222-G Section 9.6, the individual caissons have been analyzed for seismic loading. Under seismic loading, the lateral deflection at the top of the caissons' was found to be less than 0.10". Therefore equivalent restraint has been provided and the foundations comply with section 9.6. Based on our analysis results, the tower and foundation are within capacity to support the loads under the current loading scenario. Tower Section Capacity Section Elevation Component Size %Capacity Pass No. ft Type Fail T1 150-140 Leg P2x.154 29.2 Pass T2 140-120 Leg P3x.216 44.2 Pass T3 120-100 Leg P3x.3 60.3 Pass T4 100-80 Leg P4x.337 49.2 Pass T5 80-60 Leg P5x.258 58.2 Pass T6 60-40 Leg P6x.28 51.5 Pass T7 40-20 Leg P6x.375 59.0 Pass T8 20-0 Leg P8x.322 45.6 Pass T1 150-140 Diagonal L2x2x3/16 26.9 Pass 53.0(b) T2 140-120 Diagonal L2x2x3/16 22.4 Pass 43.8(b) T3 120-100 Diagonal L2x2x3/16 42.5 Pass 45.8(b) T4 100-80 Diagonal L2 1/2x2x3/16 42.6 Pass T5 80-60 Diagonal L2 1/2x2 1/2x3/16 39.1 Pass 44.2(b) T6 60-40 Diagonal L3x2 1/2x3/16 41.3 Pass T7 40-20 Diagonal L3x3x1/4 41.9 Pass T8 20-0 Diagonal L3 1/2x3x1/4 44.2 Pass T1 150-140 Top Girt L3x3x1/4 1.2 Pass - 2.8(b) Summary Leg(T3) 60.3 Pass Diagonal(T1) 53.0 Pass Top Girt(T1) 2.8 Pass Bolt Checks 53.0 Pass RATING= 60.3 Pass m Job Number:WES-092 August 21, 2012 'Project:Number.:6123326 Page 4 Capacity of Additional Components Component % Capacity Pass/Fail Anchor Bolts 37.6 Pass Caisson Tension Capacity 36.2 Pass Caisson Compression Capacity 35.7 Pass RECOMMENDATIONS 1. All assumptions made in this analysis should be carefully reviewed. Morrison Hershfield should be contacted for any discrepancies so that a full assessment may be made to validate the results of this analysis. ATTACHMENTS: Tower Loading, Tower Profile, Program Output, Coax Sketch, RFDS m ' I' DESIGNED APPURTENANCE LOADING • 150.0 n in TYPE ELEVATION TYPE ELEVATION a : ■ 1 '1 1 11 Flash Beacon Lighting 150 AM-X-CD-17-65-OOT-RETw/pipe 149 , •s:;7 DB810KE-XC 149 mount x M o 10'Omni 149 AM-X-CW-14-65-OOT-RETw/pipe 149 a 800 10122 w/Mount Pipe 149 mount 140.0 It / 800 10122 w/Mount Pipe 149 9442 RRH 149 X 800 10122 w/Mount Pipe 149 9442 RRH 149 u, /� 7262 w/Mount Pipe 149 9442 RRH 149 U 7262 w/Mount Pipe 149 9442 RRH AWS 149 \ / v °O y 9442 RRH AWS 149 co / 7262 w/Mount Pipe 149 a �. 9442 RRH AWS 149 P. (2)7391 w/Mount Pipe 149 o_ DC6-48-60-18-8F DC Surge (2)7391 w/Mount Pipe 149 Suppression 149 o (2)7391 w/Mount Pipe 149 N Dish Pipe Mount 145 - J TT19-08BP111-001 149 Dish Pipe Mount 145 120.05 i T119-08BP111-001 149 ODU 145 m TT19-08BP111-001 149 '" / (2)LGP214OX 149 VHLPX4-11-4GR 145 i�. UHX8-59 145 / \ (2)LGP2140X 149 Dish Pipe Mount 125 (2)LGP214OX 149 SP2-5.2 125 R T-Frame 149 Dish Pipe Mount 109 a T-Frame 149 UHX6-59 109 IT-Frame 149 � Dish Pipe Mount 105 � (2)860 10025 149 VHP6-105 105 i (2)860 10025 149 Side Light 100.0 n (2)860 10025 149 95 Side Light 95 DB810KE-XC 149 /,`. , AM-X-CD-17-65-00T-RET w/pipe 149 m mount o MATERIAL STRENGTH a Y. N GRADE Fy Fu GRADE Fy Fu J A572-50 50 ksi 65 ksi A36 36 ksi 58 ksi m x m 80.0 ft TOWER DESIGN NOTES o 1. Tower is located in Jefferson County,Washington.cs,N a – 2. Tower designed for Exposure B to the TIA-222-G Standard. 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice.Ice is considered to • a. S', Z 5. Deflections thickness re based upon height.60 mph wind. a. c 6. Tower Structure Class II. 7. Topographic Category 1 with Crest Height of 0.00 ft 60.0 n 8. TOWER RATING:60.3% — N .ALL REACTIONS ARE FACTORED o- a MAX.CORNER REACTIONS AT BASE: DOWN: 157 K 40.0 n SHEAR: 15 K UPLIFT: -134 K , , SHEAR: 13 K a g x AXIAL ▪ a J 42K � ' SHEAR MOMENT ° 20.0 n 2 K / J 243 kip-ft — -�s— e, — x /7 TORQUE 1 kip-ft 30 mph WIND-0.2500 in ICE x s AXIAL • m ' 25 K ' m 1, a S' 24K MOMENT 24 K i ` 2175 kip-ft 0.0 ft 2. N TORQUE 10 kip-ft REACTIONS-85 mph WIND a OV � Y a m '- ° 3 q . is • rn m m m a o a 'd t 3 3 0 i5 F 1 Si =i MORRISON HERSHFIELD Job:WES-092/6123326 66 Perimeter Center East, Ste.600 Project:11387A/Twin Lakes Atlanta,GA.30346 Client:WesTower Communications Drawn by:Swathi Sur App'd: Phone:(770)379-8500 Code: TIA-222-G Date:08/20/12 Scale: N FAX:(770)379-8501 Path: prm Dwg No I. Towed Job Page WES-092/6123326 1 of 8 MORRISON HERSHFIELD Project Date 66 Perimeter Center East,Ste.600 11387-A/Twin Lakes 12:45:32 08/20/12 Atlanta,GA.30346 Client Designed by Phone:(770)379-8500 WesTower Communications s thi s FAX:(770)379-8501 Tower input Data The main tower is a 3x free standing tower with an overall height of 150.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 4.00 ft at the top and 16.83 ft at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Jefferson County,Washington. Basic wind speed of 85 mph. Structure Class II. Exposure Category B. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.2500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50°F. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals AI Assume Rigid Index Plate Ai Calculate Redundant Bracing Forces Use Moment Magnification 4 Use Clear Spans For Wind Area Ignore Redundant Members in FEA 4 Use Code Stress Ratios Si Use Clear Spans For KL/r 4 SR Leg Bolts Resist Compression 4 Use Code Safety Factors-Guys Retension Guys To Initial Tension 4 All Leg Panels Have Same Allowable Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz Ai Use Azimuth Dish Coefficients Si Consider Feedline Torque Use Special Wind Profile -4 Project Wind Area of Appurt. 4 Include Angle Block Shear Check Si Include Bolts In Member Capacity Autocalc Torque Arm Areas Leg Bolts Are At Top Of Section Si SR Members Have Cut Ends Include Shear-Torsion Interaction 4 Secondary Horizontal Braces Leg Si Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination t. 1` • �(���T Job Page WES-092/6123326 2 of 8 MORRISON HERSHFIELD Project Date 66 Perimeter Center East,Ste.600 11387-A/Twin Lakes 12:45:32 08/20/12 Atlanta,GA.30346 Client Designed by Phone:(770)379-8500 WesTower Communications FAX:(770)379-8501 Swathi Suri v Wind 180 Jr • LegA Wind 90 AIL Leg C Leg B Face C Wind Normal Triangular Tower Tower Section Geometry Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections 1 ft ft ft T1 150.00-140.00 4.00 1 10.00 T2 140.00-120.00 4.00 1 20.00 T3 120.00-100.00 5.83 1 20.00 T4 100.00-80.00 7.66 1 20.00 T5 80.00-60.00 9.50 1 20.00 T6 60.00-40.00 11.33 1 20.00 T7 40.00-20.00 13.16 1 20.00 T8 20.00-0.00 15.00 1 20.00 Tower Section Geometry (cont'd) Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End ft ft Panels in in T1 150.00-140.00 5.00 X Brace No No 0.0000 0.0000 T2 140.00-120.00 5.00 X Brace No No 0.0000 0.0000 T3 120.00-100.00 6.67 X Brace No No 0.0000 0.0000 T4 100.00-80.00 6.67 X Brace No No 0.0000 0.0000 15 80.00-60.00 6.67 X Brace No No 0.0000 0.0000 T6 60.00-40.00 6.67 X Brace No No 0.0000 0.0000 T7 40.00-20.00 10.00 X Brace No No 0.0000 0.0000 r. ' 1 ToweP Job Page WES-092/6123326 3 of 8 MORRISON HERSHFIELD Project Date 66 Perimeter Center East,Ste.600 11387-A/Twin Lakes 12:45:32 08/20/12 Atlanta,GA.30346 Client Designed by Phone:(770)379-8500 WesTower Communications FAX:(770)379-8501 Swathi Suri Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type KBrace Horizontals Offset Offset End ft ft Panels in in T8 20.00-0.00 10.00 X Brace No No 0.0000 0.0000 Tower Section Geometry (cont'd) I Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade ft T1 150.00-140.00 Pipe P2x.154 A572-50 Single Angle L2x2x3/16 A36 (50 ksi) (36 ksi) T2 140.00-120.00 Pipe P3x.216 A572-50 Single Angle L2x2x3/16 A36 (50 ksi) (36 ksi) T3 120.00-100.00 Pipe P3x.3 A572-50 Single Angle L2x2x3/16 A36 (50 ksi) (36 ksi) T4 100.00-80.00 Pipe P4x.337 A572-50 Single Angle L2 1/2x2x3/16 A36 (50 ksi) (36 ksi) 15 80.00-60.00 Pipe P5x.258 A572-50 Single Angle L2 1/2x2 1/2x3/16 A36 (50 ksi) (36 ksi) T6 60.00-40.00 Pipe P6x.28 A572-50 Single Angle L3x2 1/2x3/16 A36 (50 ksi) (36 ksi) T7 40.00-20.00 Pipe P6x.375 A572-50 Single Angle L3x3xl/4 A36 (50 ksi) (36 ksi) T8 20.00-0.00 Pipe P8x.322 A572-50 Single Angle L3 1/2x3x1/4 A36 (50 ksi) (36 ksi) Tower Section Geometry (cont'd) 1 Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation Connection ft Type Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in T1 Flange 0.8750 3 0.6250 1 0.6250 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 150.00-140.00 A325N A325N A325N A325N A325N A325N A325N T2 Flange 0.7500 4 0.6250 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 140.00-120.00 A325N A325N A325N A325N A325N A325N A325N T3 Flange 0.7500 4 0.6250 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 120.00-100.00 A325N A325N A325N A325N A325N A325N A325N T4 Flange 0.8750 5 0.6250 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 100.00-80.00 A325N A325N A325N A325N A325N A325N A325N T5 80.00-60.00 Flange 1.0000 5 0.6250 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T6 60.00-40.00 Flange 1.1250 5 0.7500 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T7 40.00-20.00 Flange 1.1250 5 0.7500 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 ' A325N A325N A325N A325N A325N A325N A325N T8 20.00-0.00 Flange 1.1250 0 0.7500 1 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N . Job Page tnxTower WES-092/6123326 4 of 8 MORRISON HERSHFIELD Project Date 66 Perimeter Center East,Ste.600 11387-A/Twin Lakes 12:45:32 08/20/12 Atlanta,GA.30346 Client Designed by Phone:(770)379-8500 WesTower Communications FAX:(770)379-8501 Swathi Suri Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight !iel Type Offset Offset set Per Spacing Diameter or Shield YP 11 �r P g Leg ft in (Frac FW) Row in in in plf Climbing A No Af(CaAa) 150.00-8.00 -18.0000 0.37 1 1 0.2500 2.0000 8.40 Ladder ***AT&T Existing*** 1-5/8" B No Ar(CaAa) 149.00-8.00 0.0000 -0.15 18 6 I.0000 1.9800 0.82 1.9800 1-5/8" B No Ar(CaAa) 149.00-8.00 0.0000 -0.2 3 3 1.0000 1.9800 0.82 1.9800 RET Cable B No Ar(CaAa) 149.00-8.00 0.0000 0.22 1 1 0.4400 0.4400 0.08 EW90(EW90) B No Af(CaAa) 145.00-8.00 0.0000 0.24 2 2 1.2800 1.2800 0.32 EW52(ELLIP B No Af(CaAa) 145.00-8.00 0.0000 0.26 2 2 2.2500 2.2500 0.59 TICAL) LDF4.5-50 C No Ar(CaAa) 125.00-8.00 -2.0000 0.45 1 1 0.8700 0.8700 0.15 (5/8 FOAM) EW52(ELLIP B No Af(CaAa) 109.00-8.00 0.0000 -0.28 2 2 2.2500 2.2500 0.59 TICAL) 7/8" C No Ar(CaAa) 105.00-8.00 -2.0000 0.46 1 1 1.0900 1.0900 0.33 ***AT&T Proposed*** DC Cable B No Ar(CaAa) 149.00-8.00 0.0000 -0.2 2 2 1.0900 1.0900 0.33 Fiber Cable B No Ar(CaAa) 149.00-8.00 0.0000 -0.23 1 1 0.4400 0.4400 0.08 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft ft Flash Beacon Lighting B From Leg 0.00 0.0000 150.00 No Ice 2.70 2.70 0.05 0.00 1/2"Ice 3.10 3.10 0.07 1.00 Side Light B From Leg 1.00 0.0000 95.00 No Ice 0.40 0.40 0.01 0.00 1/2"Ice 0.51 0.51 0.01 0.00 Side Light C From Leg 1.00 0.0000 95.00 No Ice 0.40 0.40 0.01 0.00 1/2"Ice 0.51 0.51 0.01 0.00 ***AT&T Existing*** DB810KE-XC A From Face 3.50 0.0000 149.00 No Ice 4.34 4.34 0.04 -5.00 1/2"Ice 5.83 5.83 0.07 7.50 10'Omni A From Face 3.50 0.0000 149.00 No Ice 2.00 2.00 0.01 5.00 1/2"Ice 3.03 3.03 0.03 5.00 800 10122 w/Mount Pipe A From Face 3.50 -15.0000 149.00 No Ice 7.86 6.65 0.09 1.50 1/2"Ice 8.46 7.88 0.15 0.00 800 10122 w/Mount Pipe B From Face 3.50 -5.0000 149.00 No Ice 7.86 6.65 0.09 1.50 1/2"Ice 8.46 7.88 0.15 0.00 800 10122 w/Mount Pipe C From Face 3.50 -5.0000 149.00 No Ice 7.86 6.65 0.09 • • ■ 1' Page ■ • t ,Tower Job WES-092/6123326 5 of 8 MORRISON HERSHFIELD Project Date 66 Perimeter Center East,Ste.600 11387-A/Twin Lakes 12:45:32 08/20/12 Atlanta,GA.30346 Client Designed by Phone:(770)379-8500 WesTower Communications FAX:(770)379-8501 Swathi Surl Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ° ft ft2 fie K ft ft 1.50 1/2"Ice 8.46 7.88 0.15 0.00 7262 w/Mount Pipe A From Face 3.50 -15.0000 149.00 No Ice 3.43 3.18 0.03 0.00 1/2"Ice 4.02 3.83 0.05 0.00 7262 w/Mount Pipe B From Face 3.50 -5.0000 149.00 No Ice 3.43 3.18 0.03 0.00 1/2"Ice 4.02 3.83 0.05 0.00 7262 w/Mount Pipe C From Face 3.50 -5.0000 149.00 No Ice 3.43 3.18 0.03 0.00 1/2"Ice 4.02 3.83 0.05 0.00 (2)7391 w/Mount Pipe A From Face 3.50 -15.0000 149.00 No Ice 5.26 2.76 0.02 0.00 1/2"Ice 5.85 3.38 0.04 0.00 (2)7391 w/Mount Pipe B From Face 3.50 -5.0000 149.00 No Ice 5.26 2.76 0.02 0.00 1/2"Ice 5.85 3.38 0.04 0.00 (2)7391 w/Mount Pipe C From Face 3.50 -5.0000 149.00 No Ice 5.26 2.76 0.02 0.00 1/2"Ice 5.85 3.38 0.04 0.00 TT19-08BP111-001 A From Face 3.00 -15.0000 149.00 No Ice 0.64 0.52 0.02 0.00 1/2"Ice 0.75 0.62 0.02 0.00 TT19-08BP111-001 B From Face 3.00 -5.0000 149.00 No Ice 0.64 0.52 0.02 0.00 1/2"Ice 0.75 0.62 0.02 0.00 TT19-08BP111-001 C From Face 3.00 -5.0000 149.00 No Ice 0.64 0.52 0.02 0.00 1/2"Ice 0.75 0.62 0.02 0.00 (2)LGP2140X A From Face 3.00 0.0000 149.00 No Ice 1.26 0.38 0.01 0.00 1/2"Ice 1.42 0.49 0.02 0.00 (2)LGP2140X B From Face 3.00 0.0000 149.00 No Ice 1.26 0.38 0.01 0.00 1/2"Ice 1.42 0.49 0.02 0.00 (2)LGP2140X C From Face 3.00 0.0000 149.00 No Ice 1.26 0.38 0.01 0.00 1/2"Ice 1.42 0.49 0.02 0.00 T-Frame A From Face 2.00 0.0000 149.00 No Ice 17.00 11.59 0.45 0.00 1/2"Ice 21.00 15.44 0.65 0.00 T-Frame B From Face 2.00 0.0000 149.00 No Ice 17.00 11.59 0.45 0.00 1/2"Ice 21.00 15.44 0.65 0.00 T-Frame C From Face 2.00 0.0000 149.00 No Ice 17.00 11.59 0.45 0.00 1/2"Ice 21.00 15.44 0.65 0.00 1 (2)860 10025 A From Face 3.00 0.0000 149.00 No Ice 0.16 0.14 0.00 0.00 1/2"Ice 0.23 0.20 0.00 0.00 (2)860 10025 B From Face 3.00 0.0000 149.00 No Ice 0.16 0.14 0.00 0.00 1/2"Ice 0.23 0.20 0.00 0.00 (2)860 10025 C From Face 3.00 0.0000 149.00 No Ice 0.16 0.14 0.00 0.00 1/2"Ice 0.23 0.20 0.00 0.00 DB810KE-XC A From Face 3.50 0.0000 149.00 No Ice 4.34 4.34 0.04 M 1 ' Job Page ower WES-092/6123326 6 of 8 MORRISON HERSHFIELD Project Date 66 Perimeter Center East,Ste.600 11387-A/Twin Lakes 12:45:32 08/20/12 Atlanta,GA.30346 Client Designed by Phone:(770)379-8500 WesTower Communications - FAX:(770)379-8501 Swathi Suri ' Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft2 ft2 K ft ft 0.50 1/2"Ice 5.83 5.83 0.07 -7.50 Dish Pipe Mount A From Leg 1.00 33.0000 145.00 No Ice 1.32 4.00 0.10 0.00 1/2"Ice 1.58 5.50 0.14 0.00 Dish Pipe Mount B From Leg 1.00 46.3000 145.00 No Ice 1.32 4.00 0.10 0.00 1/2"Ice 1.58 5.50 0.14 0.00 ODU B From Leg 1.00 0.0000 145.00 No Ice 2.04 0.53 0.01 0.00 1/2"Ice 2.24 0.65 0.02 0.00 Dish Pipe Mount A From Leg 1.00 0.0000 125.00 No Ice 1.32 1.32 0.04 0.00 1/2"Ice 1.58 1.58 0.06 0.00 Dish Pipe Mount A From Leg 1.00 33.0000 109.00 No Ice 1.32 4.00 0.10 0.00 1/2"Ice 1.58 5.50 0.14 0.00 Dish Pipe Mount B From Leg 1.00 0.0000 105.00 No Ice 1.32 4.00 0.10 0.00 1/2"Ice 1.58 5.50 0.14 0.00 ***AT&T Proposed*** AM-X-CD-17-65-00T-RET A From Face 3.50 -15.0000 149.00 No Ice 11.31 8.70 0.09 w/pipe mount 0.00 1/2"Ice 11.93 10.11 0.17 0.00 AM-X-CD-17-65-00T-RET B From Face 3.50 -5.0000 149.00 No Ice 11.31 8.70 0.09 w/pipe mount 0.00 1/2"Ice 11.93 10.11 0.17 0.00 AM-X-CW-14-65-00T-RET C From Face 3.50 -5.0000 149.00 No Ice 5.74 4.02 0.06 w/pipe mount 0.00 1/2"Ice 6.20 4.63 0.10 0.00 9442 RRH A From Face 3.25 -15.0000 149.00 No Ice 2.49 2.21 0.05 0.00 1/2"Ice 2.71 2.42 0.07 0.00 9442 RRH B From Face 3.25 -5.0000 149.00 No Ice 2.49 2.21 0.05 0.00 1/2"Ice 2.71 2.42 0.07 0.00 9442 RRH C From Face 3.25 -5.0000 149.00 No Ice 2.49 2.21 0.05 0.00 1/2"Ice 2.71 2.42 0.07 0.00 9442 RRH AWS A From Face 3.25 -15.0000 149.00 No Ice 2.51 1.59 0.04 0.00 1/2"Ice 2.75 1.80 0.06 0.00 9442 RRH AWS B From Face 3.25 -5.0000 149.00 No Ice 2.51 1.59 0.04 0.00 1/2"Ice 2.75 1.80 0.06 0.00 9442 RRH AWS C From Face 3.25 -5.0000 149.00 No Ice 2.51 1.59 0.04 0.00 1/2"Ice 2.75 1.80 0.06 ' 0.00 DC6-48-60-18-8F DC Surge C From Face 0.50 0.0000 149.00 No Ice 2.20 2.20 0.03 Suppression 0.00 1/2"Ice 2.46 2.46 0.06 0.00 l U 1 ' Job Page tnxTower WES-092/6123326 7 of 8 MORRISON HERSHFIELD Project Date 66 Perimeter Center East,Ste.600 11387-A/Twin Lakes 12:45:32 08/20/12 Atlanta,GA.30346 Client Designed by Phone:(770)379-8500 WesTower Communications - FAX:(770)379-8501 Swathi Suri Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft ° ° ft ft ft2 K ***AT&T Existing *** VHLPX4-11-4GR A Paraboloid From 1.50 33.0000 145.00 4.11 No Ice 12.57 0.12 w/Shroud(HP) Leg 0.00 1/2"Ice 13.10 0.25 0.00 UHX8-59 B Paraboloid From 1.50 -46.3000 145.00 8.00 No Ice 50.26 0.25 w/Shroud(HP) Leg 0.00 1/2"Ice 51.29 0.51 0.00 SP2-5.2 A Paraboloid w/o From 1.50 -1.0000 125.00 2.00 No Ice 3.10 0.02 Radome Leg 0.00 1/2"Ice 3.41 0.04 0.00 UHX6-59 A Paraboloid From 1.50 33.0000 109.00 6.00 No Ice 28.27 0.14 w/Shroud(HP) Leg 0.00 1/2"Ice 29.05 0.29 0.00 ***Verizon Existing *** VHP6-105 B Paraboloid From 1.50 -2.7000 105.00 6.00 No Ice 22.60 0.35 w/Shroud(HP) Leg 0.00 1/2"Ice 29.05 0.50 0.00 Bolt Design Data Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt K Allowable K Ti 150 Leg A325N 0.8750 3 2.35 40.59 0.058 8,14 1 Bolt Tension Diagonal A325N 0.6250 1 3.62 6.83 0.530 V 1 Member Block Shear Top Girt A325N 0.6250 1 0.30 10.44 0.028 ✓ 1 Member Bearing T2 140 Leg A325N 0.7500 4 7.90 29.82 0.265 ✓ 1 Bolt Tension Diagonal A325N 0.6250 1 2.99 6.83 0.438 1 Member Block Shear T3 120 Leg A325N 0.7500 4 12.44 29.82 0.417 pi 1 Bolt Tension Diagonal A325N 0.6250 1 3.13 6.83 0A58 Olis 1 Member Block '/ Shear T4 100 Leg A325N 0.8750 5 13.71 40.59 0.338 00 1 Bolt Tension Diagonal A325N 0.6250 1 3.24 7.83 0.414 a 1 Member Bearing T5 80 Leg A325N 1.0000 5 17.14 53.01 0.323 I/ 1 Bolt Tension Diagonal A325N 0.6250 1 3.46 7.83 0.442 1 Member Bearing T6 60 Leg A325N 1.1250 5 20.42 67.10 0.304 4/ 1 Bolt Tension Diagonal A325N 0.7500 1 3.75 9.46 0.397 ✓1 Member Bearing T7 40 Leg A325N 1.1250 5 23.24 67.10 0.346 4/ 1 Bolt Tension Diagonal A325N 0.7500 1 4.35 12.62 0.345 r 1 Member Bearing T8 20 Diagonal A325N 0.7500 1 4.64 12.62 1 Member Bearing 0.368 V t' 1' • l ®were Job Page WES-092/6123326 8 of 8 MORRISON HERSHFIELD Project Date 66 Perimeter Center East,Ste.600 11387-A/Twin Lakes 12:45:32 08/20/12 Atlanta,GA.30346 Client Designed by Phone:(770)379-8500 WesTower Communications Swathi Suri IP FAX:(770)379-8501 t Section Capacity Table Section Elevation Component Size Critical P ea»aw % Pass No. ft Type Element K K Capacity Fail T1 150-140 Leg P2x.154 2 -9.22 31.62 29.2 Pass T2 140-120 Leg P3x.216 19 -36.50 82.52 44.2 Pass T3 120-100 Leg P3x.3 46 -56.90 94.36 60.3 Pass T4 100-80 Leg P4x.337 67 -78.66 159.93 49.2 Pass T5 80-60 Leg P5x.258 88 -98.55 169.38 58.2 Pass T6 60-40 Leg P6x.28 109 -117.93 228.84 51.5 Pass T7 40-20 Leg P6x.375 130 -134.88 228.61 59.0 Pass T8 20-0 Leg P8x.322 145 -152.45 334.44 45.6 Pass T1 150-140 Diagonal L2x2x3/16 7 -3.80 14.15 26.9 Pass 53.0(b) T2 140-120 Diagonal L2x2x3/16 40 -3.01 13.45 22.4 Pass 43.8(b) T3 120-100 Diagonal L2x2x3/I6 52 -3.14 7.39 42.5 Pass 45.8(b) T4 100-80 Diagonal L2 1/2x2x3/16 73 -3.24 7.60 42.6 Pass T5 80-60 Diagonal L2 1/2x2 1/2x3/16 94 -3.49 8.93 39.1 Pass 44.2(b) T6 60-40 Diagonal L3x2 1/2x3/16 115 -3.78 9.15 41.3 Pass T7 40-20 Diagonal L3x3x1/4 136 -4.42 10.55 41.9 Pass T8 20-0 Diagonal L3 1/2x3x1/4 150 -4.98 11.25 44.2 Pass T1 150-140 Top Girt L3x3x1/4 4 -0.33 28.69 1.2 Pass 2.8(b) Summary Leg(T3) 60.3 Pass Diagonal 53.0 Pass (T1) Top Girt 2.8 Pass (T1) Bolt Checks 53.0 Pass RATING= 60.3 Pass , 1 7 Round Flat App In Face _ App Out Face Cli bing Ladder, 1,2)EW52(ELLIPTICAL) Fiber Cable iq able • 8)1-5/8" • ••• • s7' to monk., OP • ��y 40 •• MORRISON HERSHFIELD Job:WES-092/6123326 66 Perimeter Center East, Ste. 600 Protect:11387-A/Twin Lakes Atlanta, GA.30346 Client:WesTower Communications Drawn by:Swathi Suri APO: Phone:(770)379-8500 Code: TIA-222-G Date:08/20/12 scale: is FAX:(770)379-8501 Path: �s � a Dwg No . b i yy > Y + • o Z 3 3 3> p v� -vim 3 tsi I`S ➢3 3 3 v� m C. a� a>3 _r. 4 A SS.g q l 3 l i i _o? i.. 5,1-3 1 5 & q 55 m ; .m e s s - 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N Ml X m zIL Vgy�ZZA ~ 0 0 m c n ”3 (- v m < BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD12-00381 Received Date: 11/26/2012 SITE ADDRESS: ROCKTOGO RD Issue Date 11/28/2012 PORT LUDLOW, 98365 Expiration Date 11/28/2013 OWNER: AT&T PHONE: 206-523-1945 760 ALOHA ST SEATTLE WA 98109 SUBDIVISION: Block: Lot: + PARCEL NUMBER: 821312001 Section: 31 Township: 28 N Range: 01 E CONTRACTOR: WESTOWER COMMUNICATIONS INC PHONE: 407-852-1755 405 EVANS BLACK DR TUKWILA WA 98188 Contractor's License WESTOCI975J8 Expires 12/14/2012 PROJECT DESCRIPTION: MODIFICATION TO EXISTING CELL TOWER. UPGRAGE & REPLACE EXISTING 3 PANEL ANTENNAS AND NEW CABINET WITHIN EXISTING CONCRETE PAD TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP NEW MAIN: INDUSTRIAL: VALUATION ADD'L: HEAT TYPE: CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: Type Amount Paid By: Date: Receipt: BATHROOMS: Permit $265.25 LYK 11/26/12 139776 Exist: Plan Check $172.40 LYK 11/26/12 139776 Prop: State Building Code $4.50 LYK 11/26/12 139776 Total Total: $442.15 NUMBER OF EMPLOYEES: Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 7 am the day the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED S CONDITIONS for Building Permit# :BLD12-00381 1.) The proposal meets JCC18.42.020(2)(d)which exempts the following from the provisions of the Chapter 18.42, JCC: Emergency or routine repairs, reconstruction, or routine maintenance of previously approved facilities, or replacement of transmitters, antennas, or other components of previously approved facilities which do not create a change in visual impact; 2.) SECOND PARTY VERIFICATION OF MODIFICATIONS ICI \\tiriamark\data\fnrmc\F RI 11 Pprmit Rkin rnt 11/7R/7M7 Jefferson County Building Division Permit Number: BLD12-00381 Applicant: AT&T MOBILITY CIO RYKA CONS BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Miscellaneous second party verification of modifications FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR