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Home My WebLink AboutBLD2012-00228 IILDING PERMIT APPLICA1N MLA12-00163 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD12-00228 Received Date: 7/26/2012 SITE ADDRESS: 7048 OIL CITY RD OWNER: RAYONIER TMBLND OPER CO L P PHONE: 360-538-4577 3033 INGRAM ST HOQUIAM WA 98550 SUBDIVISION: Block: Lot: PARCEL NUMBER: 613151000 Section: 15 Township: 26 N Range: 13 W 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 DESCRIPTIOP MODIFICATION TO EXISTING TOWER TO ADD 6 NEW ANTENNAS AND NEW CABINET IN EXISTING FENCED AREA TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP NEW INDUSTRIAL: VALUATION 50,000.00 MAIN: CODE EDITION: 2009 ADD'L: HEAT TYPE: OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: NUMBER OF EMPLOYEES: WATER SYSTEM: BATHROOMS: Exist: Prop: • a : Routing Date: rJ � (2 Type Amount Paid By: Date: Receipt: ix•y I Permit $643.75 LYK 07/26/12 135036 Plan Check $418.44 LYK 07/26/12 135036 State Building Code $4.50 LYK 07/26/12 135036 Total: $1,066.69 AUG �� 2012 Jefferson Count P & Building Department Ibirlem�.41r1�M1fnrmc\I= RI fl Ann RH rnf 7/OR/7M9 /Q„sON c■ y/�W O . JEFFERSO UNTY D • EPARTMENT jr COMMUNITY DEVELOPMENT RN61 Hwy 101 Fullerton 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax . „ p www.ce.jefferson.wa.us/commdevelopment 4tni Master Permit Application MLA: p --1(-0-3- Project Description (include separate sheets as necessary): modification to existing wireless communications facility - please see attached narrative Tax Parcel Number: 613151000 Property-SiL___ee. 480 acres (acres/square feet) '7048 Oil C`i nr:: Ok' � V Site Address and/or Directions to Property: �-- from Highway 101, turn left on Oil City Road; :4k left to site ' Property Owner(s)of Record: Rayonier Timberland ),, , ,I I i I 2 c 2ni2 !Telephone: 360-538-4577 Fax: I IJ L i ] i1: Mailing Address:3033 Ingram Street, Hoquiam, WA 98 511 , Applicant/Agent(if different from owner): Peter Matti-0, on-behMr4310 li&T Mobility Mun 1 tEVEtur tl Tele hone: 206-851-6463 Fax: em a il:p eter.mauro cascadia m.coi] Mailing Address: 8760 122nd Ave NE, Kirkland, WA 98033 What kind of Permit?(Check each box that applies NBuilding ❑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 ❑ Commercial* ❑ Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach ❑ Short Plat** ❑ Home Business ❑ Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑ Long Plat** ❑Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed "Yes" Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Substantial Development** ❑Temporary Use ❑ Shoreline Management Variance X Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑ Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: none anticipated DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE please see attached letter of authorization 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 inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the applicationl� or , - t •rior notice. / Signature:/ - Date: I ti i Z The action or 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 compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferabl- esponsif lity for adher' . o - d complying with the ESA. The Applicant has read this disclaimer ands ns and dates it below. Signature: %.— Date: - /f /( Z G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc r • 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 Communication Inc ( ) ( ) MAILING ADDRESS: 9961 Sidney Hayes Road, Orlando FL EMAIL: CONTRACTORS LICENSE 32824 WAINS NUMBER: WESTOCI975J8 NUMBER ARCHITECT/ENGINEER: LDC Inc PHONE ( ) FAX:( ) MAILING ADDRESS: 1 420 1 NE 200th St#100, Woodinville WA EMAIL Project Type: Frame Type: Bathrooms: 98072 Shoreline: Type of Sewage Disposal: ❑ New ❑ Wood n'a Existing: ❑ Sewer n/a ❑ Addition ❑ Steel Proposed: Bank 0 Community System X Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System ❑ Repair C Masonry SFP Permit# ❑ Demolition ❑ Other: Bedrooms: r� YY iy� �a Existing: fifi G v elllI ❑ Two Party Type of Heat: Proposed: 1 i I ❑ Public n/a Total: c- Name of Sy; ;em: I , _:' '; I JUL L c 2012 If this is a Commercial Protect you must answer the following: n/a Li L 9 Number of Parking Spaces: Current: Proposed: Nu ,1•Y Spaces: Number of occupants(includes owners,tenants,employees,etc) Current . opr gsedF,n n=aernr IBC Occupancy: S-2 IBC Type of construction: IIB Will you aye ood Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1 Underground Tank 1 Above ground Tank Size of Propane Tank: 1 Heat Stove i Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured I Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines, buildings and septic system components, including the reserve area. ji ��- r �-n�v., ,_ �, g r c;. i w n ; Square Footage Current Proposed Fo p �ni r� <. . ._ : Amount. , Ca? ': Main Floor Heated ;n EH Bid App Review: k Yi L ti3 .�� Y 9F` ' 2n3 Floor Heated ,� ; Consistency Review: Other Heated _ �hy Base fee: (Lf3 '5 t 1 Mezzanine -� t Additional Section: Heated Basement Plan Check fee: 19 r (`i r`i I Unheated Basement , State Surcharge fee: Other Unheated *• ` Pot Water Review fee: " mss:;` Garage/Carport r t w -t- '. SUBTOTAL Decks .a wf 911/Rd Approach fee: x Other J4L` ivi't. TOTAL $ I (4)9 :' mss Receipt Number: : -• Cash/Check Number:• I 13.3\ ESTIMATED COST(REQUIRED) Date: �/ �j ' •Fair market value of all labor and materials foundation to finish lU $50,000 Initials: `! c • GA\PemmitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08 doc T-)01E0 [I 'VE [1 111 JUL 2 6 2012 JEFFERSON COUNTY PROJECT NARRATIVE DEPT.OF COMMUNITY DEVELOPMENT WIRELESS COMMUNICATIONS FACILITY BUILDING PERMIT APPLICATION TO MODIFY AN EXISTING FACILITY 7048 OIL CITY ROAD (PARCEL NUMBER: 613151000) FORKS,WA 98331 JEFFERSON COUNTY,WASHINGTON RN61 HwY 101 FULLERTON PREPARED FOR AT&T 16221 NE 72ND WAY,RTC 3 PO Box 97061 REDMOND,WA 98052 PREPARED BY CASCADIA PM PETER MAURO CASCADIA PM 8760122ND AVE NE KIRICLAND,WA 98033 JULY 19,2012 • . PROJECT NARRATIVE AT&T is proposing to modify an existing wireless communications facility located on parcel 613151000, located approximately 12 miles to the south of Forks in Jefferson County. The facility is accessed by an existing logging/forest road off of Oil City Road, which connects to US Highway 101. Access to the site will remain the same. The existing wireless facility consists of a 250-foot self-support lattice tower, associated radio, power, and utility cabinets located within an existing 60' x 60' fenced compound. The compound is enclosed by a 6-foot tall chain link fence topped with barbed wire. A gate on the south side of the compound provides access. The existing AT&T facility consists of 6 panel antennas, arranged in 3 sectors of 2 antennas each, and mounted at the top of the tower. AT&T is proposing to add 6 additional panel antennas on the existing mounting arms. The final configuration will consist of 12 panel antennas, arranged in 3 sectors of 4 antennas each, located at the top of the 250-foot tower. All existing coaxial cable is currently mounted to the exterior of the pole. No new cables are proposed. At the base of the tower, AT&T currently has their base station operating equipment located on an existing 10' x 16' concrete pad within the fenced compound. AT&T is proposing to add 1 additional cabinet on this existing concrete pad. No new excavation or foundation work is required. i I JUL 2 6 2012 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Building Permit Application July 19,2012 Jefferson County RN61 Hwy 101 Fullerton Precision Program Management CASCADIA PM July 19,2012 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend,WA 98368 ECE DV[ Re: Building Permit Application for Modifications to Exist' ,• 1, - - -. 1 1 1-: 7048 Oil City Road,Forks Parcel Number: 61-3151-000 JUL 2 6 202 L 1. To the Plans Examiner, JEFFERSON COUNTY DEPT.OF cOMMUNITY DEVELOPMENT Enclosed,please find application materials for the proposed mcdifm.ativub to-an existing A 1&1 wireless communications facility located on the above referenced parcel in Jefferson County. I have provided the following materials in support of this application: • Permit intake fees,in the amount of$1,288.69; • Master Permit application form, including project narrative; • Letter of Authorization allowing Cascadia PM to act as agent on this project; • Construction drawings showing proposed changes(11"x 17"),including site plan(3 sets); and • Structural evaluation report(3 sets). ' The estimated construction valuation of$50,000 was submitted to Lisa Yoggaby-Keller and she provided the intake fee estimate. Please note that I am the primary contact person for this building permit application. Please direct all inquiries and notices in regards to this permit to my attention: Peter Mauro peter.mauro @cascadiapm.com Cascadia PM 206-851-6463 8760 122nd Ave NE Kirkland,WA 98033 Please provide a written receipt of the application fees. If you have any questions regarding the enclosed materials or require any additional documents,please contact me immediately at 206-851-6463 or peter.mauro @cascadiapm.com. Thank you for your time and attention to this matter eter Mauro Site Acquisition Specialist Cascadia PM,LLC Corporate Headquarters 3322 South Bay Road NE Olympia,WA 98506 5950 5.Willow Dr Suite 304 1130 N.Nimitz Hwy Suite A-200 5501 NE 109th Ct Suite A-2 8760 122""Ave NE 360 438 8002 Greenwood Village,CO 80111 Honolulu,HI 96817 Vancouver,WA 98662 Kirkland,WA 98033 www.cascadiapm.com 303 694 7600 808 536 7400 360 885 9200 425 828 1008 W 7- • • CC LO H CO O 0) O LL .- JO Z LL • O H O ti O N CO a) — al N U O O -O - LO LLJ O O C_ F- -O X CC 'O a--, CO ¢ ` C U O O Lu O C) CO v +' 'O H O) O) H .- 7 -C L -C CO L) ¢ O U U U W Z O C) (-----1 p J O_ O X CU F- F- O O CO CO O CD a) LO CO U CL CO d O O 0 U J N CC J "O CO L) C = 3 O 3 F— O co \ O U O CO U J U O J -O ¢ Z CC F- LL C E O CC H W Z } .- O w 3 O_ w CC 3 } CD CL O g 3 F- CV O CO F- Y 2 'O CC W CO O O J U C W ,- O J W Z ¢ ¢ ¢ W CL LO Z CO CC J d 3 W O ,- 3 J ¢ O CO W CO •• CC CO CO CO X \ O f O O CO O_ ,- ,- M ¢ ¢ F- Z CO ¢ CO Ct F- F- X ¢ CV Z 0 J N LLJ CC ¢ J ti H E ¢ CO OC F- W F- CO O U W "O N W X W H H X Z CC U I- NI- NI- `:1- H F- a) J z O ¢ � � � Z CA O_ O Z CO Z O LO ,- O CO 10 .. } F- O O= a) — LU 3 3 } 7 a o ¢ F- Co o LLi CO C.0 Z Z CO ¢ +-, \ U CC ¢ � CL LL CC LO - +-, O O O CO 7 O O O O - LO . O CO } ¢ CO CC CO O O O ‘- CV O O O -0 L O LCD O U a) CO — 7) # C O O a) -- L 2 L } Y C - a) O ++ a) ¢ a) a) 7) a) -- 7) 0= L a) U (O CU -0 > LO C) L L CL - O O O_ C U CO X +J U "O X (o CO O_ (0 .- .- co a) F- F- X c-i— F— cn co CF X X F- ¢ • • WESTOWER" COMMUNICATIONS March 1, 2012 To Whom It May Concern: As a contracted vendor for AT&T Mobility, we have been engaged to complete entitlement tasks for the UMTS 1C project here in the Pacific Northwest for the Washington/Idaho/Oregon Turfing Market. To that end we have subcontracted portions of the service tasks to Vinculums and Cascadia PM. We appreciate your cooperation in accepting the applications and leasing inquiries that they will be completing on Westower's behalf for AT&T Mobility. Should you have any questions or concerns, please feel free to contact me at your convenience. I can be reached via email(ibradleyc westower.com)or via mobile phone: 206-992-1684. Thank you in advance for your consideration. Regards, WESTOWER COMMUNCIATIONS n oEuvErli- Leslie Bradley \-' \1C, PNW AT&T JUL 2 6 WestowerCommunications 1 IIJ JEFFERSON COUNTY LjLoFcoMMuiiuEva0PM1,__- 7525 SE 24th Street Suite 500 Mercer Island,WA 98040 • • t&� 1(122 I NE 72-'Way.RTC 3 d Redmond W A.95012 '+,....= 425-580-7(I(N1 a":005 %M corn February 20, 2012 AUTHORIZATION FOR WESTOWER This letter serves as notification that AT&T Wireless is in the process of improving wireless coverage in the Washington and Oregon regions. AT&T has contracted Westower Communications to obtain site information and perform all leasing/permitting and construction efforts. Thank you for your cooperation with this required effort as AT&T Mobility values their landlords and the landlord's tenants and appreciates your assistance in the continuing operation of this wireless communications facility that is critical of our network and the customers we serve. , AnI6 Howe Date ; Manger, Real Estate and Construction E CAE [IV I 11'� , r�11 JUL 2 6 2012 I!tJ 1 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT r - Contractors or Tradespeople Pri r Friendly Page Page 1 of 1 • General/Specialty Contractor A business registered as a construction contractor with LEt1 to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name WESTOWER COMMUNICATIONS INC UBI No. 601979870 Phone 4078521755 Status Active Address 9961 Sidney Hayes Rd License No. WESTOCI975J8 Suite/Apt. License Type Construction Contractor City Orlando Effective Date 4/28/2003 State FL Expiration Date 12/14/2012 Zip 32824 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status SPECTNS983B2 SPECTRASITE Construction General Unused 1/22/2002 12/7/2004 Archived NETWORK SRVCS INC Contractor SPECTC1011RN SPECTRASITE Construction General Unused 12/15/1999 12/7/2002 Archived CONSTRUCTION INC Contractor WESTOCI0770C WESTOWER Construction General Unused 9/3/1993 6/1/2000 Archived COMMUNICATIONS INC Contractor Business Owner Information Name Role Effective Date Expiration Date PAYNE,CALVIN JAY Director 03/07/2011 JARVIS,MIKE ARTHUR President 01/26/2011 CARR, MICHAEL DOUGLAS Treasurer 01/26/2011 BARKER,J JOHN EDWARD Vice President 01/26/2011 MARTINICH,MATTHEW Vice President 08/04/2003 01/26/2011 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 HARTFORD FIRE 52BSBAD6506 04/02/2003 Until Cancelled $12,000.00 04/28/2003 INSURANCE Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 Hartford 20ECS000527 12/31/2011 12/31/2012 $1,000,000.00 01/13/2012 Casualty Ins Co 4 HARTFORD FIRE 20ECSQU527 12/31/2007 12/31/2011 $1,000,000.0012/20/2010 INS CO 3 TWIN CITY FIRE 2QUENQUO522 12/31/2005 12/31/2007 $1,000,000.0001/02/2007 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 7/26/2012 Drawing; P:\2012'Tw.com\12-630 AT&T-RN6I Hwy 101 Fullerton\Orawnge\conenuetlan\I 2-53000-Al-0.deg Platted: Jun 21. 2012 -6:05am -Inmvy I N (,) OOm Ao —1 mrom mz -1 m=A Ao� 0 m nmm� mA hi Pn m S°s2P 0N !^ >mzrow n-1 town °Z <mmah El $$� Z Z y r L°i, Z °CNa D 22 0(n ZZZ om-n 73 bA cn Z p.n�c c s�vm m Z=00 N N 0 T z,m = D -H,Z°1 ym Z_ m O E Z — _ - - (E)PROPERLY CINE $ n zm NL1 _._ - - ` EO0 c Z rp n X NO=m M M pmoT o no E qc o en 1 a O'-z I I ooy I =o m zz p T 3 Z2 m0 r 'I° m c 0 o 1 m 2 I 1 I I 1 • .•,.�zs.. / \1 TOWER SETBACK .� ' m A N I ml 0 e 9 0. i • n 1 t� _ _ _I _ _ __ I� II OX rn m XZ 0 2g 0 O m-I I m I m g o m -1z o AN 73 u C Z m O I I I I I I I (E)PROPERTY LINE N ah --All C , m uuu T c., m 1y� Imo} O c--> rc1 C7 TRUE NORTH Z Mitt o0,-2 MAGy�M u EJ ^ Iµ Tool Iul ulul m ;. 2 2 o m D m F rill = a = aT, co > z O .. a co D x° ° .. ` �� n at&t A aF q�q m a WESTOWER" Z 9 D rm m ; g Y z O d arYrYM/Ow iJelr• 3 m Z m -o p -..:, 0 3 :� Your world. 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(9 N Z W ■ \-8° ` z LL w a LL z O f v v y O / ,_,-;,,_,-;,,./'' ❑K • ZO 0 r < Im F= r F .rre - '' ¢a ¢❑ ¢ ¢ ¢Z \\ ❑ oU ❑z cl ❑wl(u� Wm \\\ / o NZ ma N� vi0 N❑ m� vvv ed ® z n o°z 8� S� So RE 8N IZ ai °xo wm r� c� at2 4.7\\ h (r7 w ® am aLL ax a_ a0 Z a ®® c� �� z' Q o \� N W° J r- .4.. 0a, x WE= F \\ ZW Z z 'uNSa CI HP U owa� J a:12 Z x ® W N N W610.9- LIOL 'IC'Ni? :e.).14 0.9'O-ZV-039f 9-ZI\u0∎15.4.u.51,650wo10\uOaaln4 101 (NH IHN1-my 9f9-Ll\WO,Mel-\ZIOZ\.d;5JlMa0 r .i A AMERICAN TOWER' C O R P O R A T I O N Structural Analysis Report Structure : 250 ft Rohn Self Supported Tower ATC Site Name : Hoh Reservation, WA ATC Site Number : 43324 Proposed Carrier : AT&T Mobility Carrier Site Name : Hwy 101 Fullerton Rd Carrier Site Number : 10049045 / RN61 County : Jefferson Engineering : 49389722 Number D E c IE O V E Date : May 23, 2012 l UL 2 6 2012 Usage : 50% Legs, 61% Diagonal j I 39% Horizontals 1 JEFFERSON COUNTY Result Pass DEPT OF COMMUNITY DEVELOPMENT Submitted by: Esha Modi G5 WjT Project Engineer `: W 1 11 t il a 1 r CJ(. �` n °` S\VZA B ", 4. American Tower Engineering Services ' i 400 Regency Forest Drive ` Cary, NC 27518 (P 1 ISt12 Phone: 919-468-0112 Engineering Number 49389722 May 23, 2012 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 250 ft Rohn Self Supported Tower located at 7048 Oil City Road, Forks, WA 98331, Jefferson County (ATC Site No. 43324). The tower was originally designed and manufactured by Rohn (Drawing No. A000387, dated February 23, 2000). The tower has been extended by design by WSC (Drawing No. ID-00058,dated January 4,2005). Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. Basic Wind Speed: 110 mph(3-Second Gust) Radial Ice: 50 mph(3-Second Gust)w/ 1/4" ice Code: ANSIITIA-222-G/2009 IBC Antenna Loads The following antenna loads were used in the tower analysis. Existing; Antennas Elev. Qt Antennas Mount Coax(in) Carrier (ft) y Proposed Antennas Elev. Qt Antennas Mount Coax(in) Carrier (ft) y 6 Kathrein 800 10766 243.0 6 75"x 14"Panel Sector Frame (12) 1 5/8 AT&T Mobility 6 14"x9"TTA Triple stack proposed coax on same tower face as existing AT&T coax. Engineering Number 49389722 May 23, 2012 Page 2 Results The maximum structure usage is: 61% Original Design Factored Design Analysis %Foundation Reactions Reactions Reactions* Reactions �o of Design Uplift/Leg(kips) 504.7 681.3 227.7 33 Axial/Leg(kips) 569.7 769.1 295.5 38 Shear/Leg(kips) 110.8 149.6 55.9 37 *The design reactions are factored by 1.35 per ANSI/TIA-222-G,Sec. 15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to the reactions shown on the original structure drawings,therefore no modification or reinforcement of the foundation will be required. Conclusion Based on the analysis results, the structure meets the requirements per the ANSI/TIA-222-G standard and the 2009 IBC. The tower and foundation can support the existing and proposed antennas with the transmission line distribution as described in this report. If you have any questions or require additional information,please call 919-466-5017. 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, the antenna 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 Engineering Services 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. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. 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. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ,, m w n CS ▪ N p cnlD a d X • E a n LL m a -15 35 m S n 33 O O C Y Y O 0 81- N▪ N M a =• a co = v R C m = d C O c r m E m N = n q N N N K Q O LL = c N a) 0 ann n n-w w0:30 C u Q O jl 0.elm el el ea NNN r a .2 oN<V a NCI d E ?xxxxKKKRKx Q ? 0: a < c CO d ONm NQQFIFI rvryO d C: L EL co O M ywyIwwyer Vyy IyylfyylyNyll yNyll r.r-/� N J K MC 15. 7 O W = F a C yYYYYYYYYYY 8 8 -in o = , OIU h C@ C nMON Oo,M M 0 J 8 C 0 I I M Y> I0 LO > & ' S 0 0 N XWWWW WWWWWW w WWW 5 mmm V O jL + aNN co co N N N(/1 NN 7 VON U m J LL C] NN ww m as 0 LA/111 ,nl,nl as °o°o aaw wwww � . > R.006G61QQ 0 o o E 0 rl rl 0 QQaxxaaaaoo T Faq 2 . °Q CC a atoin«QQ' - H as N ~ 00-NN----NN,_,_N _ 00000 > N ` O OO�m'm'�j,Q�yNN > .ten 0000 .8 E p0 p0 Q eO L III " to r;r>e•l O O O F`.. 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A $ A I XI MI Site Number: 43324 Copyright Semaan Fngineenng Solutions,Inc Location: Hoh Reservation,WA 5/23/2012 5:25:28 PM Code: ANSI1TIA-222 Rev G Struct Class : II X Exposure : B / Topo: 1 Z/ Section Forces LoadCase 1.2D+ 1.6W Normal 110.00 mph Normal to Face with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Sep (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 13 245.0 33.61 5.61 4.79 0.00 0.15 2.76 1.00 1.00 0.00 8.33 3.23 0.00 568.0 0.0 1,051.43 139.74 1,191.18 12 230.0 33.01 11.77 9.60 0.00 0.14 2.82 1.00 1.00 0.00 17.20 21.53 0.00 1,435.1 0.0 2,177.81 914.95 3,092.76 11 210.0 32.16 14.21 11.69 0.00 0.13 2.84 1.00 1.00 0.00 18.99 21.53 0.00 2,153.3 0.0 2,361.17 891.47 3,252.64 10 190.0 31.26 19.59 15.03 0.00 0.14 2.80 1.00 1.00 0.00 25.83 21.53 0.00 2,884.2 0.0 3,069.40 866.34 3,935.74 9 170.0 30.28 22.26 18.58 0.00 0.14 2.80 1.00 1.00 0.00 29.97 21.53 0.00 3,500.1 0.0 3,451.33 839.24 4,290.57 8 150.0 29.22 24.23 22.12 0.00 0.14 2.80 1.00 1.00 0.00 33.39 21.53 0.00 4,656.9 0.0 3,721.29 809.76 4,531.05 7 130.0 28.05 26.48 28.80 0.00 0.15 2.78 1.00 1.00 0.00 38.51 21.53 0.00 5,669.8 0.0 4,082.31 777.32 4,859.63 6 110.0 26.74 36.19 28.80 0.00 0.16 2.751.00 1.00 0.00 48.35 21.53 0.00 6,739.5 0.0 4,832.21 741.09 5,573.31 5 90.00 25.25 39.13 28.79 0.00 0.15 2.781.00 1.00 0.00 51.17 21.53 0.00 7,802.7 0.0 4,876.49 699.80 5,576.29 4 70.00 23.50 42.18 35.92 0.00 0.16 2.75 1.00 1.00 0.00 57.32 21.53 0.00 8,971.4 0.0 5,039.72 651.31 5,691.03 3 50.00 21.34 0.00 65.24 0.00 0.12 2.89 1.00 1.00 0.00 30.72 21.53 0.00 7,434.9 0.0 2,578.65 591.61 3,170.26 2 30.00 18.45 0.00 66.84 0.00 0.11 2.92 1.00 1.00 0.00 31.48 21.53 0.00 7,587.9 0.0 2,305.95 511.27 2,817.22 1 10.00 18.43 0.00 68.44 0.00 0.10 2.94 1.00 1.00 0.00 32.26 21.53 0.00 7,742.0 0.0 2,380.53 510.84 2,891.37 67,145.7 0.0 50,873.06 LoadCase 1.2D+ 1.6W 60 deg 110.00 mph 60 deg with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Of Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 13 245.0 33.61 5.61 4.79 0.00 0.15 2.76 0.80 1.00 0.00 7.21 3.23 0.00 568.0 0.0 909.86 139.74 1,049.60 12 230.0 33.01 11.77 9.60 0.00 0.14 2.82 0.80 1.00 0.00 14.85 21.53 0.00 1,435.1 0.0 1,879.90 914.95 2,794.85 11 210.0 32.16 14.21 11.69 0.00 0.13 2.840.80 1.00 0.00 16.15 21.53 0.00 2,153.3 0.0 2,007.89 891.47 2,899.37 10 190.0 31.26 19.59 15.03 0.00 0.14 2.80 0.80 1.00 0.00 21.92 21.53 0.00 2,884.2 0.0 2,603.90 866.34 3,470.24 9 170.0 30.28 22.26 18.58 0.00 0.14 2.80 0.80 1.00 0.00 25.52 21.53 0.00 3,500.1 0.0 2,938.75 839.24 3,778.00 8 150.0 29.22 24.23 22.12 0.00 0.14 2.800.80 1.00 0.00 28.55 21.53 0.00 4,656.9 0.0 3,181.27 809.76 3,991.03 7 130.0 28.05 26.48 28.80 0.00 0.15 2.780.80 1.00 0.00 33.21 21.53 0.00 5,669.8 0.0 3,520.89 777.32 4,298.21 6 110.0 26.74 36.19 28.80 0.00 0.16 2.750.80 1.00 0.00 41.11 21.53 0.00 6,739.5 0.0 4,108.68 741.09 4,849.78 5 90.00 25.25 39.13 28.79 0.00 0.15 2.780.80 1.00 0.00 43.35 21.53 0.00 7,802.7 0.0 4,130.69 699.80 4,830.49 4 70.00 23.50 42.18 35.92 0.00 0.16 2.750.80 1.00 0.00 48.88 21.53 0.00 8,971.4 0.0 4,298.01 651.31 4,949.32 3 50.00 21.34 0.00 65.24 0.00 0.12 2.89 0.80 1.00 0.00 30.72 21.53 0.00 7,434.9 0.0 2,578.65 591.61 3,170.26 2 30.00 18.45 0.00 66.84 0.00 0.11 2.920.80 1.00 0.00 31.48 21.53 0.00 7,587.9 0.0 2,305.95 511.27 2,817.22 1 10.00 18.43 0.00 68.44 0.00 0.10 2.940.80 1.00 0.00 32.26 21.53 0.00 7,742.0 0.0 2,380.53 510.84 2,891.37 67,145.7 0.0 45,789.73 Page 1 • Site Number: 43324 Copyright Semaan Engineering Solutions,Inc Location: Hoh Reservation,WA Y 5/23/2012 5:25:28 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : B Topo: 1 z/ Section Forces LoadCase 1.2D+ 1.6W 90 deg 110.00 mph 90 deg with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor : 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 13 245.0 33.61 5.61 4.79 0.00 0.15 2.76 0.85 1.00 0.00 7.49 3.23 0.00 568.0 0.0 945.25 139.74 1,084.99 12 230.0 33.01 11.77 9.60 0.00 0.14 2.820.85 1.00 0.00 15.44 21.53 0.00 1,435.1 0.0 1,954.37 914.95 2,869.32 11 210.0 32.16 14.21 11.69 0.00 0.13 2.840.85 1.00 0.00 16.86 21.53 0.00 2,153.3 0.0 2,096.21 891.47 2,987.69 10 190.0 31.26 19.59 15.03 0.00 0.14 2.800.85 1.00 0.00 22.89 21.53 0.00 2,884.2 0.0 2,720.27 866.34 3,586.62 9 170.0 30.28 22.26 18.58 0.00 0.14 2.80 0.85 1.00 0.00 26.63 21.53 0.00 3,500.1 0.0 3,066.90 839.24 3,906.14 8 150.0 29.22 24.23 22.12 0.00 0.14 2.800.85 1.00 0.00 29.76 21.53 0.00 4,656.9 0.0 3,316.27 809.76 4,126.03 7 130.0 28.05 26.48 28.80 0.00 0.15 2.780.85 1.00 0.00 34.54 21.53 0.00 5,669.8 0.0 3,661.24 777.32 4,438.56 6 110.0 26.74 36.19 28.80 0.00 0.16 2.750.85 1.00 0.00 42.92 21.53 0.00 6,739.5 0.0 4,289.57 741.09 5,030.66 5 90.00 25.25 39.13 28.79 0.00 0.15 2.780.85 1.00 0.00 45.30 21.53 0.00 7,802.7 0.0 4,317.14 699.80 5,016.94 4 70.00 23.50 42.18 35.92 0.00 0.16 2.75 0.85 1.00 0.00 50.99 21.53 0.00 8,971.4 0.0 4,483.44 651.31 5,134.75 3 50.00 21.34 0.00 65.24 0.00 0.12 2.890.85 1.00 0.00 30.72 21.53 0.00 7,434.9 0.0 2,578.65 591.61 3,170.26 2 30.00 18.45 0.00 66.84 0.00 0.11 2.920.85 1.00 0.00 31.48 21.53 0.00 7,587.9 0.0 2,305.95 511.27 2,817.22 1 10.00 18.43 0.00 68.44 0.00 0.10 2.940.85 1.00 0.00 32.26 21.53 0.00 7,742.0 0.0 2,380.53 510.84 2,891.37 67,145.7 0.0 47,060.56 LoadCase 0.9D+ 1.6W Normal 110.00 mph Normal to Face with No Ice (Reduced DL) Gust Response Factor: 0.85 Dead Load Factor: 0.90 Wind Importance Factor : 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) (Ib) 13 245.0 33.61 5.61 4.79 0.00 0.15 2.76 1.00 1.00 0.00 8.33 3.23 0.00 426.0 0.0 1,051.43 139.74 1,191.18 12 230.0 33.01 11.77 9.60 0.00 0.14 2.82 1.00 1.00 0.00 17.20 21.53 0.00 1,076.3 0.0 2,177.81 914.95 3,092.76 11 210.0 32.16 14.21 11.69 0.00 0.13 2.84 1.00 1.00 0.00 18.99 21.53 0.00 1,615.0 0.0 2,361.17 891.47 3,252.64 10 190.0 31.26 19.59 15.03 0.00 0.14 2.80 1.00 1.00 0.00 25.83 21.53 0.00 2,163.2 0.0 3,069.40 866.34 3,935.74 9 170.0 30.28 22.26 18.58 0.00 0.14 2.80 1.00 1.00 0.00 29.97 21.53 0.00 2,625.1 0.0 3,451.33 839.24 4,290.57 8 150.0 29.22 24.23 22.12 0.00 0.14 2.80 1.00 1.00 0.00 33.39 21.53 0.00 3,492.7 0.0 3,721.29 809.76 4,531.05 7 130.0 28.05 26.48 28.80 0.00 0.15 2.78 1.00 1.00 0.00 38.51 21.53 0.00 4,252.3 0.0 4,082.31 777.32 4,859.63 6 110.0 26.74 36.19 28.80 0.00 0.16 2.75 1.00 1.00 0.00 48.35 21.53 0.00 5,054.6 0.0 4,832.21 741.09 5,573.31 5 90.00 25.25 39.13 28.79 0.00 0.15 2.78 1.00 1.00 0.00 51.17 21.53 0.00 5,852.0 0.0 4,876.49 699.80 5,576.29 4 70.00 23.50 42.18 35.92 0.00 0.16 2.75 1.00 1.00 0.00 57.32 21.53 0.00 6,728.5 0.0 5,039.72 651.31 5,691.03 3 50.00 21.34 0.00 65.24 0.00 0.12 2.89 1.00 1.00 0.00 30.72 21.53 0.00 5,576.2 0.0 2,578.65 591.61 3,170.26 2 30.00 18.45 0.00 66.84 0.00 0.11 2.92 1.00 1.00 0.00 31.48 21.53 0.00 5,691.0 0.0 2,305.95 511.27 2,817.22 1 10.00 18.43 0.00 68.44 0.00 0.10 2.94 1.00 1.00 0.00 32.26 21.53 0.00 5,806.5 0.0 2,380.53 510.84 2,891.37 50,359.3 0.0 50,873.06 Page 2 • Site Nu m be r: 43324 Copyright Semaan Engineering Solutions,Inc Location: Hoh Reservation,WA Y 5/23/2012 5:25:28 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : B / Topo: 1 �/ Section Forces LoadCase 0.9D + 1.6W 60 deg 110.00 mph 60 deg with No Ice (Reduced DL) Gust Response Factor: 0.85 Dead Load Factor : 0.90 Wind Importance Factor: 1.00 Wind Load Factor : 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 13 245.0 33.61 5.61 4.79 0.00 0.15 2.760.80 1.00 0.00 7.21 3.23 0.00 426.0 0.0 909.86 139.74 1,049.60 12 230.0 33.01 11.77 9.60 0.00 0.14 2.820.80 1.00 0.00 14.85 21.53 0.00 1,076.3 0.0 1,879.90 914.95 2,794.85 11 210.0 32.16 14.21 11.69 0.00 0.13 2.840.80 1.00 0.00 16.15 21.53 0.00 1,615.0 0.0 2,007.89 891.47 2,899.37 10 190.0 31.26 19.59 15.03 0.00 0.14 2.80 0.80 1.00 0.00 21.92 21.53 0.00 2,163.2 0.0 2,603.90 866.34 3,470.24 9 170.0 30.28 22.26 18.58 0.00 0.14 2.80 0.80 1.00 0.00 25.52 21.53 0.00 2,625.1 0.0 2,938.75 839.24 3,778.00 8 150.0 29.22 24.23 22.12 0.00 0.14 2.800.80 1.00 0.00 28.55 21.53 0.00 3,492.7 0.0 3,181.27 809.76 3,991.03 7 130.0 28.05 26.48 28.80 0.00 0.15 2.780.80 1.00 0.00 33.21 21.53 0.00 4,252.3 0.0 3,520.89 777.32 4,298.21 6 110.0 26.74 36.19 28.80 0.00 0.16 2.750.80 1.00 0.00 41.11 21.53 0.00 5,054.6 0.0 4,108.68 741.09 4,849.78 5 90.00 25.25 39.13 28.79 0.00 0.15 2.780.80 1.00 0.00 43.35 21.53 0.00 5,852.0 0.0 4,130.69 699.80 4,830.49 4 70.00 23.50 42.18 35.92 0.00 0.16 2.75 0.80 1.00 0.00 48.88 21.53 0.00 6,728.5 0.0 4,298.01 651.31 4,949.32 3 50.00 21.34 0.00 65.24 0.00 0.12 2.89 0.80 1.00 0.00 30.72 21.53 0.00 5,576.2 0.0 2,578.65 591.61 3,170.26 2 30.00 18.45 0.00 66.84 0.00 0.11 2.92 0.80 1.00 0.00 31.48 21.53 0.00 5,691.0 0.0 2,305.95 511.27 2,817.22 1 10.00 18.43 0.00 68.44 0.00 0.10 2.94 0.80 1.00 0.00 32.26 21.53 0.00 5,806.5 0.0 2,380.53 510.84 2,891.37 50,359.3 0.0 45,789.73 LoadCase 0.9D+ 1.6W 90 deg 110.00 mph 90 deg with No Ice (Reduced DL) Gust Response Factor: 0.85 Dead Load Factor: 0.90 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 13 245.0 33.61 5.61 4.79 0.00 0.15 2.76 0.85 1.00 0.00 7.49 3.23 0.00 426.0 0.0 945.25 139.74 1,084.99 12 230.0 33.01 11.77 9.60 0.00 0.14 2.82 0.85 1.00 0.00 15.44 21.53 0.00 1,076.3 0.0 1,954.37 914.95 2,869.32 11 210.0 32.16 14.21 11.69 0.00 0.13 2.840.85 1.00 0.00 16.86 21.53 0.00 1,615.0 0.0 2,096.21 891.47 2,987.69 10 190.0 31.26 19.59 15.03 0.00 0.14 2.800.85 1.00 0.00 22.89 21.53 0.00 2,163.2 0.0 2,720.27 866.34 3,586.62 9 170.0 30.28 22.26 18.58 0.00 0.14 2.800.85 1.00 0.00 26.63 21.53 0.00 2,625.1 0.0 3,066.90 839.24 3,906.14 8 150.0 29.22 24.23 22.12 0.00 0.14 2.80 0.85 1.00 0.00 29.76 21.53 0.00 3,492.7 0.0 3,316.27 809.76 4,126.03 7 130.0 28.05 26.48 28.80 0.00 0.15 2.780.85 1.00 0.00 34.54 21.53 0.00 4,252.3 0.0 3,661.24 777.32 4,438.56 6 110.0 26.74 36.19 28.80 0.00 0.16 2.75 0.85 1.00 0.00 42.92 21.53 0.00 5,054.6 0.0 4,289.57 741.09 5,030.66 5 90.00 25.25 39.13 28.79 0.00 0.15 2.78 0.85 1.00 0.00 45.30 21.53 0.00 5,852.0 0.0 4,317.14 699.80 5,016.94 4 70.00 23.50 42.18 35.92 0.00 0.16 2.75 0.85 1.00 0.00 50.99 21.53 0.00 6,728.5 0.0 4,483.44 651.31 5,134.75 3 50.00 21.34 0.00 65.24 0.00 0.12 2.89 0.85 1.00 0.00 30.72 21.53 0.00 5,576.2 0.0 2,578.65 591.61 3,170.26 2 30.00 18.45 0.00 66.84 0.00 0.11 2.92 0.85 1.00 0.00 31.48 21.53 0.00 5,691.0 0.0 2,305.95 511.27 2,817.22 1 10.00 18.43 0.00 68.44 0.00 0.10 2.940.85 1.00 0.00 32.26 21.53 0.00 5,806.5 0.0 2,380.53 510.84 2,891.37 50,359.3 0.0 47,060.56 Page 3 Site Number: 43324 Copyright Semaan Engineering Solutions,Inc Location: Hoh Reservation,WA 5123/2012 5:25:28 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : B Topo: 1 Section Forces LoadCase 1.2D+ 1.0Di + 1.0Wi Normal 50.00 mph Normal with 0.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 13 245.0 6.94 5.61 10.86 6.07 0.24 2.47 1.00 1.00 0.61 11.93 3.84 0.00 942.5 374.6 174.24 21.83 196.07 12 230.0 6.82 11.77 21.00 11.40 0.21 2.571.00 1.00 0.61 23.85 25.58 0.00 2,490.4 1,055.3 355.65 142.79 498.44 11 210.0 6.65 14.21 22.73 11.04 0.19 2.65 1.00 1.00 0.60 27.21 25.54 0.00 3,309.7 1,156.4 406.69 138.91 545.60 10 190.0 6.46 19.59 27.02 11.99 0.19 2.62 1.00 1.00 0.60 35.07 25.50 0.00 4,269.0 1,384.8 505.11 134.76 639.87 9 170.0 6.26 22.26 31.53 12.96 0.19 2.64 1.00 1.00 0.59 40.31 25.46 0.00 5,018.1 1,518.1 565.50 130.30 695.80 8 150.0 6.04 24.23 33.29 11.16 0.17 2.681.00 1.00 0.58 43.22 25.41 0.00 6,256.1 1,599.2 595.38 125.46 720.84 7 130.0 5.79 26.48 40.50 11.70 0.18 2.67 1.00 1.00 0.57 49.60 25.36 0.00 7,415.3 1,745.5 652.44 120.15 772.59 6 110.0 5.52 36.19 41.00 12.20 0.18 2.65 1.00 1.00 0.56 59.65 25.29 0.00 8,777.9 2,038.4 741.60 114.24 855.84 5 90.00 5.22 39.13 41.42 12.62 0.18 2.68 1.00 1.00 0.55 62.77 25.22 0.00 9,901.0 2,098.3 745.42 107.52 852.94 4 70.00 4.86 42.18 48.93 13.02 0.18 2.66 1.00 1.00 0.54 70.14 25.13 0.00 11,208.7 2,237.4 770.34 99.68 870.02 3 50.00 4.41 0.00 75.37 9.93 0.14 2.82 1.00 1.00 0.52 42.24 25.01 0.00 9,060.9 1,625.9 446.92 90.07 536.99 2 30.00 3.81 0.00 76.80 9.77 0.13 2.86 1.00 1.00 0.50 42.98 24.84 0.00 9,182.3 1,594.3 397.85 77.25 475.10 1 10.00 3.81 0.00 77.67 9.05 0.12 2.89 1.00 1.00 0.44 43.42 24.49 0.00 9,187.0 1,445.0 406.14 76.02 482.16 87,019.0 19,873.3 8,142.25 LoadCase 1.2D+ 1.0Di + 1.0Wi 60 deg 50.00 mph 60 deg with 0.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 13 245.0 6.94 5.61 10.86 6.07 0.24 2.47 0.80 1.00 0.61 10.81 3.84 0.00 942.5 374.6 157.86 21.83 179.70 12 230.0 6.82 11.77 21.00 11.40 0.21 2.57 0.80 1.00 0.61 21.50 25.58 0.00 2,490.4 1,055.3 320.57 142.79 463.35 11 210.0 6.65 14.21 22.73 11.04 0.19 2.65 0.80 1.00 0.60 24.37 25.54 0.00 3,309.7 1,156.4 364.22 138.91 503.12 10 190.0 6.46 19.59 27.02 11.99 0.19 2.62 0.80 1.00 0.60 31.15 25.50 0.00 4,269.0 1,384.8 448.69 134.76 583.45 9 170.0 6.26 22.26 31.53 12.96 0.19 2.64 0.80 1.00 0.59 35.85 25.46 0.00 5,018.1 1,518.1 503.04 130.30 633.34 8 150.0 6.04 24.23 33.29 11.16 0.17 2.68 0.80 1.00 0.58 38.37 25.41 0.00 6,256.1 1,599.2 528.62 125.46 654.08 7 130.0 5.79 26.48 40.50 11.70 0.18 2.67 0.80 1.00 0.57 44.31 25.36 0.00 7,415.3 1,745.5 582.79 120.15 702.94 6 110.0 5.52 36.19 41.00 12.20 0.18 2.65 0.80 1.00 0.56 52.41 25.29 0.00 8,777.9 2,038.4 651.60 114.24 765.84 5 90.00 5.22 39.13 41.42 12.62 0.18 2.680.80 1.00 0.55 54.94 25.22 0.00 9,901.0 2,098.3 652.47 107.52 760.00 4 70.00 4.86 42.18 48.93 13.02 0.18 2.660.80 1.00 0.54 61.70 25.13 0.00 11,208.7 2,237.4 677.69 99.68 777.37 3 50.00 4.41 0.00 75.37 9.93 0.14 2.82 0.80 1.00 0.52 42.24 25.01 0.00 9,060.9 1,625.9 446.92 90.07 536.99 2 30.00 3.81 0.00 76.80 9.77 0.13 2.86 0.80 1.00 0.50 42.98 24.84 0.00 9,182.3 1,594.3 397.85 77.25 475.10 1 10.00 3.81 0.00 77.67 9.05 0.12 2.89 0.80 1.00 0.44 43.42 24.49 0.00 9,187.0 1,445.0 406.14 76.02 482.16 87,019.0 19,873.3 7,517.44 Page 4 • Site Number: 43324 Copyright Semaan Engineenng Solutions,Inc Location: Hoh Reservation,WA Y 5/23/2012 5:25:28 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : B / Topo: 1 Section Forces LoadCase 1.2D+ 1.0Di + 1.0Wi 90 deq 50.00 mph 90 deg with 0.25 in Radial Ice Gust Response Factor: 0.65 Dead Load Factor: 1.20 Wind Importance Factor : 1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Of Or (in) (sqft) (sqft) (sqft) (Ib) Ice(lb) (Ib) (Ib) (Ib) 13 245.0 6.94 5.61 10.86 6.07 0.24 2.47 0.85 1.00 0.61 11.09 3.84 0.00 942.5 374.6 161.96 21.83 183.79 12 230.0 6.82 11.77 21.00 11.40 0.21 2.57 0.85 1.00 0.61 22.09 25.58 0.00 2,490.4 1,055.3 329.34 142.79 472.12 11 210.0 6.65 14.21 22.73 11.04 0.19 2.65 0.85 1.00 0.60 25.08 25.54 0.00 3,309.7 1,156.4 374.84 138.91 513.74 10 190.0 6.46 19.59 27.02 11.99 0.19 2.62 0.85 1.00 0.60 32.13 25.50 0.00 4,269.0 1,384.8 462.79 134.76 597.55 9 170.0 6.26 22.26 31.53 12.96 0.19 2.64 0.85 1.00 0.59 36.97 25.46 0.00 5,018.1 1,518.1 518.66 130.30 648.96 8 150.0 6.04 24.23 33.29 11.16 0.17 2.68 0.85 1.00 0.58 39.58 25.41 0.00 6,256.1 1,599.2 545.31 125.46 670.77 7 130.0 5.79 26.48 40.50 11.70 0.18 2.67 0.85 1.00 0.57 45.63 25.36 0.00 7,415.3 1,745.5 600.20 120.15 720.35 6 110.0 5.52 36.19 41.00 12.20 0.18 2.65 0.85 1.00 0.56 54.22 25.29 0.00 8,777.9 2,038.4 674.10 114.24 788.34 5 90.00 5.22 39.13 41.42 12.62 0.18 2.68 0.85 1.00 0.55 56.90 25.22 0.00 9,901.0 2,098.3 675.71 107.52 783.23 4 70.00 4.86 42.18 48.93 13.02 0.18 2.66 0.85 1.00 0.54 63.81 25.13 0.00 11,208.7 2,237.4 700.86 99.68 800.53 3 50.00 4.41 0.00 75.37 9.93 0.14 2.82 0.85 1.00 0.52 42.24 25.01 0.00 9,060.9 1,625.9 446.92 90.07 536.99 2 30.00 3.81 0.00 76.80 9.77 0.13 2.86 0.85 1.00 0.50 42.98 24.84 0.00 9,182.3 1,594.3 397.85 77.25 475.10 1 10.00 3.81 0.00 77.67 9.05 0.12 2.89 0.85 1.00 0.44 43.42 24.49 0.00 9,187.0 1,445.0 406.14 76.02 482.16 87,019.0 19,873.3 7,673.64 LoadCase 1.0D+ 1.0W Service Normal Serviceability-60.00 Wind Normal Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 13 245.0 10.00 5.61 4.79 0.00 0.15 2.761.00 1.00 0.00 8.33 3.23 0.00 473.3 0.0 195.51 25.99 221.50 12 230.0 9.82 11.77 9.60 0.00 0.14 2.82 1.00 1.00 0.00 17.20 21.53 0.00 1,195.9 0.0 404.96 170.14 575.10 11 210.0 9.57 14.21 11.69 0.00 0.13 2.84 1.00 1.00 0.00 20.82 21.53 0.00 1,794.4 0.0 481.34 165.77 647.11 10 190.0 9.30 19.59 15.03 0.00 0.14 2.80 1.00 1.00 0.00 28.11 21.53 0.00 2,403.5 0.0 621.04 161.10 782.13 9 170.0 9.01 22.26 18.58 0.00 0.14 2.80 1.00 1.00 0.00 32.79 21.53 0.00 2,916.7 0.0 702.07 156.06 858.13 8 150.0 8.69 24.23 22.12 0.00 0.14 2.80 1.00 1.00 0.00 33.39 21.53 0.00 3,880.7 0.0 691.97 150.58 842.55 7 130.0 8.34 26.48 28.80 0.00 0.15 2.78 1.00 1.00 0.00 38.51 21.53 0.00 4,724.8 0.0 759.11 144.54 903.65 6 110.0 7.96 36.19 28.80 0.00 0.16 2.75 1.00 1.00 0.00 48.35 21.53 0.00 5,616.2 0.0 898.55 137.81 1,036.36 5 90.00 7.51 39.13 28.79 0.00 0.15 2.78 1.00 1.00 0.00 51.17 21.53 0.00 6,502.2 0.0 906.79 130.13 1,036.91 4 70.00 6.99 42.18 35.92 0.00 0.16 2.75 1.00 1.00 0.00 57.32 21.53 0.00 7,476.1 0.0 937.14 121.11 1,058.25 3 50.00 6.35 0.00 65.24 0.00 0.12 2.89 1.00 1.00 0.00 30.72 21.53 0.00 6,195.8 0.0 479.50 110.01 589.51 2 30.00 5.49 0.00 66.84 0.00 0.11 2.92 1.00 1.00 0.00 31.48 21.53 0.00 6,323.3 0.0 428.79 95.07 523.86 1 10.00 5.48 0.00 68.44 0.00 0.10 2.94 1.00 1.00 0.00 32.26 21.53 0.00 6,451.7 0.0 442.66 94.99 537.65 55,954.7 0.0 9,612.72 Page 5 Site Number: 43324 Copyright Semaan Engineering Solutions,Inc Location: Hoh Reservation,WA 5/23/2012 5:25:28 PM Code: ANSIITIA-222 RevG Struct Class : II X Exposure : B / Topo: 1 �/ Section Forces LoadCase 1.0D+ 1.0W Service 60 deg Serviceability-60.00 Wind 60 deg Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 13 245.0 10.00 5.61 4.79 0.00 0.15 2.76 0.80 1.00 0.00 7.21 3.23 0.00 473.3 0.0 169.19 25.99 195.17 12 230.0 9.82 11.77 9.60 0.00 0.14 2.820.80 1.00 0.00 14.85 21.53 0.00 1,195.9 0.0 349.57 170.14 519.70 11 210.0 9.57 14.21 11.69 0.00 0.13 2.84 0.80 1.00 0.00 17.98 21.53 0.00 1,794.4 0.0 415.65 165.77 581.42 10 190.0 9.30 19.59 15.03 0.00 0.14 2.80 0.80 1.00 0.00 24.19 21.53 0.00 2,403.5 0.0 534.48 161.10 695.57 9 170.0 9.01 22.26 18.58 0.00 0.14 2.80 0.80 1.00 0.00 28.34 21.53 0.00 2,916.7 0.0 606.76 156.06 762.81 8 150.0 8.69 24.23 22.12 0.00 0.14 2.80 0.80 1.00 0.00 28.55 21.53 0.00 3,880.7 0.0 591.56 150.58 742.13 7 130.0 8.34 26.48 28.80 0.00 0.15 2.78 0.80 1.00 0.00 33.21 21.53 0.00 4,724.8 0.0 654.71 144.54 799.25 6 110.0 7.96 36.19 28.80 0.00 0.16 2.75 0.80 1.00 0.00 41.11 21.53 0.00 5,616.2 0.0 764.01 137.81 901.82 5 90.00 7.51 39.13 28.79 0.00 0.15 2.78 0.80 1.00 0.00 43.35 21.53 0.00 6,502.2 0.0 768.10 130.13 898.23 4 70.00 6.99 42.18 35.92 0.00 0.16 2.75 0.80 1.00 0.00 48.88 21.53 0.00 7,476.1 0.0 799.22 121.11 920.33 3 50.00 6.35 0.00 65.24 0.00 0.12 2.89 0.80 1.00 0.00 30.72 21.53 0.00 6,195.8 0.0 479.50 110.01 589.51 2 30.00 5.49 0.00 66.84 0.00 0.11 2.92 0.80 1.00 0.00 31.48 21.53 0.00 6,323.3 0.0 428.79 95.07 523.86 1 10.00 5.48 0.00 68.44 0.00 0.10 2.94 0.80 1.00 0.00 32.26 21.53 0.00 6,451.7 0.0 442.66 94.99 537.65 55,954.7 0.0 8,667.47 LoadCase 1.0D+ 1.0W Service 90 deg Serviceability-60.00 Wind 90 deg Gust Response Factor: 0.85 Dead Load Factor : 1.00 Wind Importance Factor: 1.00 Wind Load Factor : 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 13 245.0 10.00 5.61 4.79 0.00 0.15 2.76 0.85 1.00 0.00 7.49 3.23 0.00 473.3 0.0 175.77 25.99 201.76 12 230.0 9.82 11.77 9.60 0.00 0.14 2.82 0.85 1.00 0.00 15.44 21.53 0.00 1,195.9 0.0 363.42 170.14 533.55 11 210.0 9.57 14.21 11.69 0.00 0.13 2.84 0.85 1.00 0.00 18.69 21.53 0.00 1,794.4 0.0 432.07 165.77 597.84 10 190.0 9.30 19.59 15.03 0.00 0.14 2.80 0.85 1.00 0.00 25.17 21.53 0.00 2,403.5 0.0 556.12 161.10 717.21 9 170.0 9.01 22.26 18.58 0.00 0.14 2.80 0.85 1.00 0.00 29.45 21.53 0.00 2,916.7 0.0 630.58 156.06 786.64 8 150.0 8.69 24.23 22.12 0.00 0.14 2.80 0.85 1.00 0.00 29.76 21.53 0.00 3,880.7 0.0 616.66 150.58 767.24 7 130.0 8.34 26.48 28.80 0.00 0.15 2.78 0.85 1.00 0.00 34.54 21.53 0.00 4,724.8 0.0 680.81 144.54 825.35 6 110.0 7.96 36.19 28.80 0.00 0.16 2.75 0.85 1.00 0.00 42.92 21.53 0.00 5,616.2 0.0 797.65 137.81 935.45 5 90.00 7.51 39.13 28.79 0.00 0.15 2.78 0.85 1.00 0.00 45.30 21.53 0.00 6,502.2 0.0 802.77 130.13 932.90 4 70.00 6.99 42.18 35.92 0.00 0.16 2.75 0.85 1.00 0.00 50.99 21.53 0.00 7,476.1 0.0 833.70 121.11 954.81 3 50.00 6.35 0.00 65.24 0.00 0.12 2.89 0.85 1.00 0.00 30.72 21.53 0.00 6,195.8 0.0 479.50 110.01 589.51 2 30.00 5.49 0.00 66.84 0.00 0.11 2.92 0.85 1.00 0.00 31.48 21.53 0.00 6,323.3 0.0 428.79 95.07 523.86 1 10.00 5.48 0.00 68.44 0.00 0.10 2.94 0.85 1.00 0.00 32.26 21.53 0.00 6,451.7 0.0 442.66 94.99 537.65 55,954.7 0.0 8,903.78 Page 6 • Site Number: 43324 Copyright Semaan Engineering Solutions,Inc Location: Hoh Reservation,WA Y 5/23/2012 5:25:28 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : B / Topo: 1 Z/ Tower Loading Discrete Appurtenance Properties No Ice Ice Attach Vert Elev Weight CaAa Weight CaAa Len Width Depth Orientation Ecc (ft) Description Qty (Ib) (sf) (Ib) (sf) (ft) (in) (in) Ka Factor (ft) 243.0 Kathrein 800 10766 6 61.70 11.310 137.74 11.885 8.000 11.80 6.000 0.80 0.80 5.000 243.0 75"x 14" Panel 6 35.00 10.210 105.96 10.141 6.250 14.00 7.000 0.80 0.79 5.000 243.0 14"x 9"TTA 6 10.00 1.230 11.22 1.380 1.167 9.000 4.000 0.80 0.50 5.000 243.0 Round Sector Frame 3 300.00 14.400 429.04 20.207 0.000 0.000 0.000 0.75 0.75 0.000 Totals 21 1540.20 2816.65 Number of Appurtenances : 4 Linear Appurtenance Properties Elev Elev Out From To Width Weight Pct Spread On Bundling Cluster Of Spacing Orientation Ka (ft) (ft) Description Qty (in) (Iblft) In Block Faces Arrangement Dia(in) Zone (in) Factor Override 0.00 243.0 1 5/8" Coax 12 1.98 0.82 33 Lin App Block 0.00 N 1.00 1.00 0.00 0.00 243.0 Waveguide 1 2.00 6.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 Page 7 Site Number: 43324 Copyright Semaan Engneenng Solutions,Inc Location: Hoh Reservation,WA Y 5/23/2012 5:25:28 PM Code: ANSI/TIA-222 Rev G Struct Class : II X Exposure : B / Topo: 1 7/ Force/Stress Summary Section: 1 Section 1 Bot Elev(ft): 0.00 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-10"DIA PIPE -276.05 1.2D+1.6W 20.05 50 50 50 33.1 50.0 668.58 0 0 0.00 0.00 41 Member X HORIZ PST-3"DIA PIPE -7.98 1.2D+1.6W 90 15.23 100 100 100 157.6 50.0 20.28 2 0 0.00 40.44 39 Member X DIAG PX-3"DIA PIPE -14.34 1.2D+1.6W 90 25.92 50 50 50 136.5 50.0 36.64 3 0 0.00 84.24 39 Member X Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PX- 10"DIA PIPE 213.88 0.9D+1.6W 60 50 65 724.50 0 0 0.00 0.00 29 Member HORIZ PST-3"DIA PIPE 9.27 1.2D+1.6W 90 50 65 100.35 2 0 0.00 40.44 9 Member DIAG PX-3"DIA PIPE 13.22 1.2D+1.6W 90 50 65 135.90 3 0 0.00 84.24 9 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 213.24 0.9D+1.6W 60 0.00 0 0 Top Compression 275.00 1.2D+1.6W 0.00 0 Bot Tension 229.96 0.9D+1.6W 60 969.12 24 16 1"A354-BC Bot Compression 296.17 1.2D+1.6W 0.00 0 Section: 2 Section 1 Bot Elev(ft): 20.00 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls 0 LEG PX-10"DIA PIPE -252.61 1.2D+1.6W 20.05 50 50 50 33.1 50.0 668.58 0 0 0.00 0.00 37 Member X HORIZ PST-3"DIA PIPE -8.24 1.2D+1.6W 90 13.98 100 100 100 144.7 50.0 24.07 2 0 0.00 40.44 34 Member X DIAG PX-3"DIA PIPE -16.04 1.2D+1.6W 90 25.15 50 50 50 132.4 50.0 38.93 3 0 0.00 84.24 41 Member X Force Fy Fu phit Pn Num Num Shear Bear Use Controls Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) /o LEG PX-10"DIA PIPE 196.45 0.9D+1.6W 60 50 65 724.50 0 0 0.00 0.00 27 Member HORIZ PST-3"DIA PIPE 9.23 1.2D+1.6W 50 65 100.35 2 0 0.00 40.44 9 Member DIAG PX-3"DIA PIPE 14.44 1.2D+1.6W 90 50 65 135.90 3 0 0.00 84.24 10 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 195.79 0.9D+1.6W 60 0.00 0 0 Top Compression 251.46 1.2D+1.6W 0.00 0 Bot Tension 213.24 0.9D+1.6W 60 654.24 33 12 1 A325 Bot Compression 275.00 1.2D+1.6W 0.00 0 Page 8 Site Num be r: 43324 Copyright Semaan Engineering Solutions,Inc Location: Hoh Reservation,WA Y 5/23/2012 5:25:28 PM Code: ANSI/TIA-222 Rev G Struct Class : II X Exposure : B / Topo: 1 Z/ Force/Stress Summary Section: 3 Section 1 Bot Elev(ft): 40.00 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-10"DIA PIPE -226.79 1.2D+1.6W 20.06 50 50 50 33.1 50.0 668.57 0 0 0.00 0.00 33 Member X HORIZ PST-3"DIA PIPE -8.05 0.9D+1.6W 90 12.69 100 100 100 131.3 50.0 29.21 2 0 0.00 40.44 27 Member X DIAG PX-3"DIA PIPE -16.13 1.2D+1.6W 90 24.41 50 50 50 128.5 50.0 41.32 3 0 0.00 84.24 39 Member X Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kept Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PX- 10"DIA PIPE 175.94 0.9D+1.6W 60 50 65 724.50 0 0 0.00 0.00 24 Member HORIZ PST-3"DIA PIPE 11.48 1.2D+1.6W 50 65 100.35 2 0 0.00 40.44 11 Member DIAG PX-3"DIA PIPE 14.61 1.2D+1.6W 90 50 65 135.90 3 0 0.00 84.24 10 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 175.53 0.9D+1.6W 60 0.00 0 0 Top Compression 225.31 1.2D+1.6W 0.00 0 Bot Tension 195.79 0.9D+1.6W 60 654.24 30 12 1 A325 Bot Compression 251.46 1.2D+1.6W 0.00 0 Section: 4 Section 5 Bot Elev(ft): 60.00 Height(ft): 20.000 phi Shear Bear Force Len Bracing% Fy Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-10"DIA PIPE -214.75 1.2D+1.6W 10.02 100 100 100 33.1 50.0 668.62 0 0 0.00 0.00 32 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-5X5X0.375 -14.91 1.2D+1.6W 90 26.74 50 50 50 162.1 36.0 31.04 1 1 24.35 36.54 61 Bolt Shear Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls 1 LEG PX-10"DIA PIPE 175.57 0.9D+1.6W 60 50 65 724.50 0 0 0.00 0.00 24 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-5X5X0.375 13.10 1.2D+1.6W 36 58 105.54 1 1 0.00 36.54 12 Member Force Capacity Use Num I' Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 157.39 0.9D+1.6W 60 0.00 0 0 Top Compression 197.85 1.2D+1.6W 0.00 0 Bot Tension 175.53 0.9D+1.6W 60 654.24 27 12 1 A325 Bot Compression 225.31 1.2D+1.6W 0.00 0 Page 9 Site Number: 43324 Copyright Semaan Engineering Solutions,Inc Location: Hoh Reservation,WA Y 5/23/2012 5:25:28 PM Code: ANSI/TIA-222 Rev G Struct Class : II X Exposure : B / Topo: 1 �/ Force/Stress Summary Section: 5 Section 6 Bot Elev(ft): 80.00 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-8"DIA PIPE -187.63 1.2D+1.6W 10.02 100 100 100 41.7 50.0 507.14 0 0 0.00 0.00 36 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-5X5X0.375 -12.50 1.2D+1.6W 24.67 50 50 50 149.6 36.0 36.46 1 1 24.35 36.54 51 Bolt Shear Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member imp/ Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PX-8"DIA PIPE 151.64 1.2D+1.6W 60 50 65 576.00 0 0 0.00 0.00 26 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-5X5X0.375 10.29 1.2D+1.6W 36 58 105.54 1 1 0.00 36.54 9 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 134.83 0.9D+1.6W 60 0.00 0 0 Top Compression 168.60 1.2D+1.6W 0.00 0 Bot Tension 157.39 0.9D+1.6W 60 654.24 24 12 1 A325 Bot Compression 197.85 1.2D+1.6W 0.00 0 Section: 6 13 Bot Elev(ft): 100.0 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PSP-8.625"x 0.375 -160.57 1.2D+1.6W 10.02 100 100 100 41.2 50.0 386.37 0 0 0.00 0.00 41 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-5X5X0.375 -8.82 1.2D+1.6W 22.90 50 50 50 138.8 36.0 42.34 1 1 24.35 36.54 36 Bolt Shear Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip/ Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PSP-8.625"x 0.375 131.61 0.9D+1.6W 60 50 65 437.35 0 0 0.00 0.00 30 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-5X5X0.375 7.77 1.2D+1.6W 90 36 58 105.54 1 1 0.00 36.54 7 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 114.56 0.9D+1.6W 60 0.00 0 0 Top Compression 141.90 1.2D+1.6W 0.00 0 Bot Tension 134.83 0.9D+1.6W 60 436.16 31 8 1 A325 Bot Compression 168.60 1.2D+1.6W 0.00 0 Page 10 Site Number: 43324 Copyright Semaan Engineering Solutions,Inc Location: Hoh Reservation,WA Y 5/23/2012 5:25:28 FM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : B / Topo: 1 �/ Force/Stress Summary Section: 7 13 Bot Elev (ft): 120.0 Height (ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PSP-8.625"x 0.375 -135.00 1.2D+1.6W 10.02 100 100 100 41.2 50.0 386.36 0 0 0.00 0.00 34 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.375 -7.06 1.2D+1.6W 90 21.04 50 50 50 160.2 50.0 25.17 1 1 17.89 35.10 39 Bolt Shear Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PSP-8.625"x 0.375 111.02 0.9D+1.6W 60 50 65 437.35 0 0 0.00 0.00 25 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.375 5.79 1.2D+1.6W 50 65 92.57 1 1 0.00 35.10 6 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 95.46 0.9D+1.6W 60 0.00 0 0 Top Compression 117.12 1.2D+1.6W 0.00 0 Bot Tension 114.56 0.9D+1.6W 60 436.16 26 8 1 A325 Bot Compression 141.90 1.2D+1.6W 0.00 0 Section: 8 12 Bot Elev(ft): 140.0 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Corn pression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-6"DIA PIPE -110.76 1.2D+1.6W 10.02 100 100 100 54.8 50.0 303.56 0 0 0.00 0.00 36 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.3125 -6.03 1.2D+1.6W 90 19.20 50 50 50 145.7 50.0 25.54 1 1 17.89 29.25 33 Bolt Shear Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PX-6"DIA PIPE 91.66 0.9D+1.6W 60 50 65 378.00 0 0 0.00 0.00 24 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.3125 5.58 1.2D+1.6W 90 50 65 77.75 1 1 0.00 29.25 7 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 76.59 0.9D+1.6W 60 0.00 0 0 Top Compression 93.30 1.2D+1.6W 0.00 0 Bot Tension 95.46 0.9D+1.6W 60 436.16 22 8 1 A325 Bot Compression 117.12 1.20+1.6W 0.00 0 Page 11 Site Number: 43324 Copyright Semaan Engineering Solutions Inc Location: Hoh Reservation,WA Y 5/23/2012 5:25:28 PM Code: ANSIITIA-222 RevG Struct Class : II X Exposure : B / Topo: 1 7/ Force/Stress Summary Section: 9 11 Bot Elev(ft): 160.0 Height(ft): 20.000 phi Shear Bear Force Len Bracing% Fy Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-5"DIA PIPE -89.35 1.2D+1.6W 6.68 100 100 100 43.6 50.0 239.34 0 0 0.00 0.00 37 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.25 -4.64 1.2D+1.6W 90 15.94 50 50 50 161.6 50.0 12.46 1 1 17.89 23.40 37 Member Z Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PX-5"DIA PIPE 74.41 0.9D+1.6W 60 50 65 274.95 0 0 0.00 0.00 27 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.25 4.43 1.2D+1.6W 90 50 65 44.65 1 1 0.00 23.40 9 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 58.78 0.9D+1.6W 60 0.00 0 0 Top Compression 71.23 1.2D+1.6W 0.00 0 Bot Tension 76.59 0.9D+1.6W 60 327.12 23 6 1 A325 Bot Compression 93.30 1.2D+1.6W 0.00 0 Section: 10 10 Bot Elev(ft): 180.0 Height(ft): 20.000 phi Shear Bear Force Len Bracing% Fy Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-4"DIA PIPE -67.78 1.2D+1.6W 6.68 100 100 100 54.2 50.0 160.15 0 0 0.00 0.00 42 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.25 -3.87 1.2D+1.6W 90 14.06 50 50 50 142.6 50.0 16.00 1 1 12.43 19.50 31 Bolt Shear Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PX-4"DIA PIPE 56.23 0.9D+1.6W 60 50 62 198.45 0 0 0.00 0.00 28 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.25 3.86 1.2D+1.6W 90 50 65 45.79 1 1 0.00 19.50 8 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 41.22 0.90+1.6W 60 0.00 0 0 Top Compression 50.78 1.2D+1.6W 0.00 0 Bot Tension 58.78 0.9D+1.6W 60 218.08 27 4 1 A325 Bot Compression 71.23 1.2D+1.6W 0.00 0 Page 12 Site Number: 43324 Copyright Semaan Engineering Solutions,Inc Location: Hoh Reservation,WA Y 5/23/2012 5:25:28 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : B / Topo: 1 �/ Force/Stress Summary Section: 11 9 Bot Elev (ft): 200.0 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-3"DIA PIPE -47.41 1.2D+1.6W 6.68 100 100 100 70.3 50.0 94.69 0 0 0.00 0.00 50 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.5X2.5X0.25 -3.39 1.20+1.6W 90 12.24 50 50 50 149.6 36.0 12.01 1 1 12.43 17.40 28 Member Z Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PX-3"DIA PIPE 38.10 1.2D+1.6W 60 50 62 135.90 0 0 0.00 0.00 28 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.5X2.5X0.25 3.33 1.2D+1.6W 90 36 58 32.71 1 1 0.00 17.40 10 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 23.03 0.9D+1.6W 60 0.00 0 0 Top Compression 30.66 1.2D+1.6W 0.00 0 Bot Tension 41.22 0.9D+1.6W 60 120.39 34 4 3/4 A325 Bot Com press ion 50.78 1.2D+1.6W 0.00 0 Section: 12 Section 12 Bot Elev(ft): 220.0 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-2-1/2"DIA PIP -28.01 1.2D+1.6W 5.01 100 100 100 63.5 50.0 57.12 0 0 0.00 0.00 49 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-2X2X0.1875 -2.81 1.2D+1.6W 90 9.687 50 50 50 147.5 36.0 7.42 1 1 12.43 13.05 37 Member Z Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PST-2-1/2"DIA PIP 20.94 0.9D+1.6W 60 50 62 76.68 0 0 0.00 0.00 27 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-2X2X0.1875 2.92 1.2D+1.6W 90 36 58 18.74 1 1 0.00 13.05 15 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 4.18 0.9D+1.6W 0.00 0 0 Top Compression 10.61 1.2D+1.6W 0.00 0 Bot Tension 23.03 0.9D+1.6W 60 120.39 19 4 3/4A325 Bot Com pression 30.66 1.2D+1.6W 0.00 0 Page 13 Site Number: 43324 Copyright Semaan Engineenng Solutions,Inc Location: Hoh Reservation,WA 5/23/2012 5:25:28 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : B / Topo: 1 Z/ Force/Stress Summary Section: 13 Section 13 Bot Elev(ft): 240.0 Height (ft): 10.000 phi Shear Bear Force Len Bracing % F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-2-1/2"DIA PIP -6.68 1.2D+1.6W 5.00 100 100 100 63.4 50.0 57.18 0 0 0.00 0.00 11 Member X HORIZ SAE-1.75X1.75X0.18 -0.55 1.2D+1.6W 6.580 100 100 100 230.2 36.0 2.65 1 1 12.43 13.05 20 Member Z DIAG SAE-1.75X1.75X0.18 -3.26 1.2D+1.6W 8.264 50 50 50 144.6 36.0 6.71 1 1 12.43 13.05 48 Member Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PST-2-112"DIA PIP 2.39 0.9D+1.6W 50 65 76.68 0 0 0.00 0.00 3 Member HORIZ SAE- 1.75X1.75X0.18 0.46 1.2D+1.6W 60 36 58 15.67 1 1 0.00 13.05 2 Member DIAG SAE- 1.75X1.75X0.18 3.09 1.2D+1.6W 36 58 15.67 1 1 0.00 13.05 19 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 0.161.2D+1.ODi+ 0.00 0 Bot Tension 4.18 0.9D+1.6W 81.36 5 4 5/8A325 Bot Compression 10.61 1.2D+1.6W 0.00 0 Page 14 Site Number: 43324 Copyright Semaan Engineering Solutions,Inc Location: Hoh Reservation,WA Y 5/23/2012 5:25:28 FM Code: ANSIITIA-222 RevG Struct Class : II X Exposure : B / Topo: 1 7/ Support Forces Summary FX FY FZ Load Case Node (kip) (kip) (kip) (-)=Uplift (+)=Down 1.0D+1.0W Service 90 deg lb -3.62 -22.38 -1.85 la -5.64 60.73 2.85 1 -0.57 19.14 -1.00 1.0D+1.0W Service 60 deg lb -4.12 -27.66 -2.38 la -3.64 42.48 1.47 1 -0.55 42.67 -3.89 1.0D+1.0W Service Normal lb -1.51 -6.80 -1.37 la 1.51 -6.80 -1.37 1 0.00 71.10 -7.80 1.2D+1.0Di+1.OWi90deg lb -2.26 -5.52 -1.10 la -5.81 65.28 3.18 1 -0.34 29.99 -2.09 1.2D+1.ODi+1.OWi 60 deg lb -2.71 -10.21 -1.56 la -4.11 49.91 1.99 1 -0.33 50.05 -4.56 1.2D+1.0Di+1.OWiNormal lb -0.42 8.25 -0.54 la 0.42 8.25 -0.54 1 0.00 73.24 -7.81 0.9D+1.6W 90 deg lb -24.14 -200.04 -12.01 la -23.86 235.03 11.09 1 -4.07 16.75 0.92 0.9D+1.6W 60 deg lb -26.55 -227.67 -15.31 la -13.96 139.19 4.05 1 -3.49 140.22 -14.14 0.9D+1.6W Normal lb -12.50 -118.86 -12.08 la 12.50 -118.86 -12.08 1 0.00 289.46 -31.72 1.2D+1.6W 90 deg lb -23.75 -194.51 -11.78 la -24.32 240.95 11.43 1 -4.01 22.55 0.34 I 1.2D+1.6W 60 deg lb -26.14 -222.16 -15.08 la -14.43 145.06 4.39 1 -3.42 146.09 -14.71 1.2D+1.6W Normal lb -12.06 -113.23 -11.76 la 12.06 -113.23 -11.76 1 0.00 295.45 -32.36 Max Uplift: 227.67(kip) Moment: 7,779.25 (ft-kip) 1.2D+1.6W Normal Max Down: 295.45(kip) Total Down: 68.99 (kip) Max Shear: 32.36(kip) Total Shear: 55.88 (kip) Page 15 Site Number: 43324 Copyright Semaan Engineering Solutions,Inc Location: Hoh Reservation,WA Y 5/23/2012 5:25:28 PM Code: ANSI/TIA-222 Rev G Struct Class : II X Exposure : 13 / Topo: 1 �/ Page 16 Site Number: 43324 Copyright Samoan Engineenng Solutions,Inc Location: Hoh Reservation,WA 5/23/2012 5:25:28 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : B / Topo Deflections and Rotations Elevation Deflection Twist Sway Load Case (ft) (ft) (deg) (deg) 50.00 mph Normal with 0.25 in Radial Ice 245.00 1.1721 0.8157 1.6278 245.00 0.0000 0.0000 0.0000 Page 17 Growing: P:\2012\_Telecom\12-63fi AT&T - FN6I Hwy 101 Fullerton\Drawinge\Pon etruetien\I2-636C0-T1-0.deg Plotted: xtn 21. 2012 - 8:06gm • 0 O m x O O `G z m O Z Z z O y mcz) 0 fin o p c -n 0 °°i b c 1 v C y 1m 1 oom11AoiM .. 03ncm Zl ma r to [n p10 Z > COOr DT>00 y rrC 0< D m 2 ~ m=Z??=mm O�pfT>I � 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P\2012\_Telecom\12-636 AT&T - 18,16 I Hwy 101 Fullerton\Drawings\COnstmetien\12-636CD-E2-0.dwg Pottetl. Jun 21. 2012 - 6 0gpm w N 0*0>U07:1DOmy r->0�00-°—"n ti O~O p 1 C 1iJpo C C A A (n 0 O O (/>S Z O mD x*mO > *OZAO(AOC C C 2 m O y Z ~ 2 x 1> m N y m Z Z r mz -ItiZ c =H>7 HDO A � OD m mo ZO�r VmiZ�frAA A 2O m m o O >m O O m(n Zm m m A m m X m 0 D C m r 0 r0 OciaXx0y ZP Z o < i 0=Z-1C A0cp A Zw cm OZZn m Om V A➢mm O0Z? Jefferson County Building Dillon Permit Num. Applicant: BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 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 FINAL INSPECTION '- 1} FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR S BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD12-00228 Received Date: 7/26/2012 SITE ADDRESS: 7048 OIL CITY RD Issue Date 8/10/2012 Expiration Date 8/10/2013 OWNER: AT&T PHONE: 206-851-6463 760 ALOHA ST SEATTLE WA 98109 SUBDIVISION: Block: Lot: PARCEL NUMBER: 613151000 Section: 15 Township: 26 N Range: 13 W 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 TOWER TO ADD 6 NEW ANTENNAS AND NEW CABINET IN EXISTING FENCED AREA TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP NEW MAIN: INDUSTRIAL: VALUATION 50,000.00 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 $643.75 LYK 07/26/12 135036 Exist: Plan Check $418.44 LYK 07/26/12 135036 Prop: State Building Code $4.50 LYK 07/26/12 135036 Total: Total: $1,066.69 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