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HomeMy WebLinkAboutBLD2012-00363 S LO NG PERMIT APPLICA BLD12-00363 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD12-00363 Received Date: 11/8/2012 SITE ADDRESS: 312 DHARMA RD CHIMACUM, 98325 OWNER: SPRINT PHONE: 503-914-8977 C/O KDC ARCHITECTS 4720 200TH ST SW STE 200 LYNWOOD WA 98036 HAUF SHORT PLAT SUBDIVISION: Block: Lot: 2 PARCEL NUMBER: 801112012 Section: 11 Township: 28 N Range: 01 W CONTRACTOR: GENERAL DYNAMICS INFO TECH INC PHONE: 781-455-2064 77 A ST NEEDHAM MA 02494 Contractor's License GENERDI927CG Expires 2/7/2014 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI' REMOVE & REPLACE EXISTING ANTENNAS AND CABINETS TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP NEW INDUSTRIAL: VALUATION 15,000.00 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: otal: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $251.25 LYK 11/08/12 135388 A p p R JV E Plan Check $163.31 LYK 11/08/12 135388 State Building Code $4.50 LYK 11/08/12 135388 NOV , 2012 Total: $419.06 Jefferson County Planning &Building Department ,rIe e1,+,\Fn..,,e P RI 11 Ann mid ...t wunnl, S an & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 5,2015 KA No. 106-15074 Permit No.BLD12-00363 Jefferson County Attn:Bldg.Dept 621 Sheridan Street Port Townsend,WA 98368 RE: Final Letter SE72XC213 Beaver Valley 312 Dharma Road Chimacum,WA 98325 To Whom It May Concern: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project.The special inspection for this project was: Structural Observation To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plan and specifications, engineering revisions, and Chapter 17 of the 2012 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at(360)598-2126 Respectfully submitted, KRAZAN&ASSOCIATES,INC Vijay Chaudhary,P.E. Operations Manager Poulsbo CC: Midwest Underground Technologies Inc. With Offices Serving The Western United States 1230 Finn Hill Road NW,Suite A•Poulsbo,WA 98370•(360)598-2126•Fax:(360)598-2127 • • 'aza1Z & ASSOCIATES , INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 5, 2015 KA No. 106-15074 Permit No. BLD12-00363 Jefferson County Attn: Bldg. Dept 621 Sheridan Street Port Townsend,WA 98368 RE: Final Letter SE72XC213 Beaver Valley 312 Dharma Road Chimacum, WA 98325 To Whom It May Concern: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project.The special inspection for this project was: • Structural Observation To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2012 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at(360) 598-2126 Respectfully submitted, KRAZAN&ASSOCIATES,INC Vijay Chaudhary,P.E. Operations Manager Poulsbo CC: Midwest Underground Technologies Inc. With Offices Serving The Western United States 1230 Finn Hill Road NW,Suite A•Poulsbo,WA 98370•(360)598-2126.Fax:(360)598-2127 N JEFFERSON NTY 1 DEPARTMENT O COMMUNITY DEVELOPMENT 621 Sheridan Street•• Port Townsend ••Washington 98368 5E?ax C L/3 360/379-4450 • 360/37 1 Fax Or L�� www.co.jefferson.wa.us(Co(tlrm�ev Master Permit Application I U�! MLA: Project Description(include separate sheets as necessary): l, / Vaa 2),1111 f' ��- c,�„y e„>F OF axis rwNG- u Ki-c-renal Ainc{ c3x4jtnet5 c� ,k( 7nled wtre_less t , , s r1 - C•zoIUOS-0607----5 Tax Parcel Number: "" �` $'Q) I [ Z p j _ JEFFERSON r ,�w�'..: L!' Size: I tb(-49 s F (acres/square feet) Site Address and/or Directions to Property: AMUN!TY DEVELOPMENT 31 t 1JHRFZmrk I'tog0, CH imA-Com , WA ola3Z 5- ot7 3 I Property 1.k5SLeI 'ofRecord: SBFI• Tou.'Ft' sE2VICEs Telephone: 7z14 33.54rbenkytz 2.60 8 & Fax: ' email: e-i•%(.,9fies 0 3 bct.S I re,t;.a Mailing Address: 5 k ) "i3f0Ksik.i Scunii) f' . ku,r"f , i3ofe4 'ai4tvtV. FL 33 49 7 Applicant/Agent(if different from owner): -0006-LA-5 EV Nu>, C a 9 ant- LcWT) 5Ea-vtCE Telephone: 543 0114 act'7'7 Fax, email: pA+e✓ct INS GOO ci ma.1.• - Mailing Address: 5 -4i . - ' e. 1•.1Ac.o _,C,. 02_ 9736 What kind of Permit?(Check each box that applies ❑Building ❑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 oirr ••a•- •pfnent PRRD)/Amendments** ❑Allowed"Yes° Use Consistency Analysis ❑Plat Vacation/Aiterd L ' V ❑ Stormwater Management ❑ Shoreline Master• •• - -. - - ::^- ., Revisions** ❑ Site Plan Approval Advance Determination(SPAAD)• ❑ Shoreline Management Substantial D� • ent** ❑Temporary Use ❑Shoreline.Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use t , ,t • Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jeffeljsgn County Shoreline Master P . • :ndment •May require a Pre-Application Conference ❑Tree Vegetation R:- at t*R°�qquires a • y •.•r•1 ,! ;'.• Conference Please identify any other local,state or federal permits requiredfor -` :••fir- ='- ' D i•. - `-•• DESIGNATION OF AGENT I hereby designateTIV& [P. CV&/s to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE ...01111'4—a.• ; . Ade Its/ / Date: //2-//Z- By signing this application form,the own-r/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 application h or she/wants pri n }ic Signature: - -6-71--t:1-1 Z:C/W1"7"1 Date: ///17`h.2---- 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-transferab ponsibili for ad)t a ip and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: /l / glam/- 1 Date: ///<1// _- G:\Pem•itCenter\lf tt#FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc BUILDER STATEMENT • 72 XG 2/3 , 4111 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 PHONE: FM: G4.4 vV2t `-D yrl.)iArn+ t c 3 (C/Y7) moo! Oa‘, ( ( ) MAILING ADDRESS: -77 A 54- * . V\IQQt]kwr m fi EMAIL: CONTRACTORS LICENSE WAINS NUMBER: G-24.)Fi rz or ct 27 G G- NUMBER ARCHITECT/ENGINEER: Sdc.}pl.•en IN 11(1 R tnti s PHONE tin) sz7 0.300 FAx:( ) MAILING ADDRESS: 20 a-1 14 X,_„/344-', 'Plano, T'X( EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New ❑ Wood Existing: N/" ti/A ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System 1 Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System it,VA ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: i■,,I i Bedrooms: !f Water Supply: Existing: / Setback: ❑ Private well ❑ Two Party Type of Neat: Proposed: Li Public j 127/1)• Total: Name of System: If this is a Commercial Project you must answer the following: U7 GNfh() CrE -R.Orv.1 7f2.SS8•C.JT Number of Parking Spaces: Current Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants, employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: rL /fa I Underground Tank .I Above ground Tank___.� Size of Propane Tank: 1 Heat Stove I Cook Stove LLI�,W,��oodstov=' ,ffi":..:0:•= --rt 1 Hot Water Tank I Pellet Stove 1 Other Is this appliance being i wed in-a Ma • • • • e Home? Yes / No ,' /,q When applying for a. 1t to install a propane tog •1 ust also submit a site plan showing all of the buildings,all property lines, tank location e,distances from the • • ji,tank to all property lines,buildings and septic system components, includin• the reserve area. u S•uare Foote e Curlenl-- — '- ... •" .1.ay , • ii. _ i ,.,. F Main Floor Heated ' ' ''" EH Bld App Review: DEPT.OF C, MUNITY DEVELO . ialk: - --- 1 rill. . . 2n0 Floor Heated ` ;. . Other Heated ` =ase IMES . _ ,,Mezzanine itionaiSt n: i'lull Heated Basement ,{ Plan Check fee: ,1.1/1 0 Unheated Basement T` .'tate `; ';r NT II Other Unheated Pot Water Review fee: Garage/Carport SUBTOTAL Decks ! 911/Rd Approach fee: Other TOTAL: • • el. Receipt Number: I • � -' Cash/Check Number: l — e) ESTIMATED COST(REQUIRED) Date: .Fair market value of all labor and materials foundation to finish Initials: ,7/j. 000 -.or G:\PemitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc Contractors or Tradespeople PrFriendly Page . Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with L&I 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 GENERAL DYNAMICS INFO TECH INC UBI No. 602028116 Phone 7814552064 Status Active Address Attn:Ms Denise Vertullo License No. GENERDI927CG Suite/Apt. 77 A ST License Type Construction Contractor City Needham Effective Date 2/7/2008 State MA Expiration Date 2/7/2014 Zip 02494 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty Specialty Effective Expiration Status 2 Date Date GENERDN962BH GENERAL DYNAMICS Construction General Unused 1/8/2004 1/8/2008 Inactive NTWRK SYS INC Contractor Business Owner Information Name Role Effective Date Expiration Date DAHLBERG, KENNETH President 02/07/2008 JOHNSON,STEPHEN DANIEL President 02/13/2012 ASLAKSEN,JULIE PALMER Secretary 02/13/2012 HOUSE,MARGARET Secretary 02/07/2008 MANCUSO,MICHAEL Treasurer 02/07/2008 FOGG, DAVID HERBERT Treasurer 02/13/2012 MANCUSO,MICHAEL Vice President 02/07/2008 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS CAS 8 1 103925007 11/19/2002 Until Cancelled $12,000.0012/03/2002 STY CO OF AMER 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 11 National Union 4406538 07/01/2012 07/01/2013 $1,000,000.0007/03/2012 Fire Ins of PA 10 National Union 2449526 07/01/2011 07/01/2012 $1,000,000.0006/30/2011 Fire Ins of PA 9 National Union 4360754 07/01/2010 07/01/2012 $1,000,000.0006/30/2010 Fire Ins of PA NATIONAL 8 UNION FIRE INS 0936387 07/01/2009 07/01/2010 $1,000,000.00 06/29/2009 OF PA NATIONAL 7 UNION FIRE INS 9723110 07/01/2008 07/01/2009 $1,000,000.00 07/02/2008 OF PA AMERICAN 6 HOME RMGL1595338 07/01/2007 07/01/2008 $1,000,000.00 02/07/2008 ASSURANCE https://fortress.wa.gov/lni/bbip/Print.aspx 11/8/2012 Contractors or Tradespeople PrOFriendly Page Page 2 of 2 AMERICAN 5 HOME GL1595338 07/01/2007 07/01/2008 $1,000,000.0007/09/2007 ASSURANCE CO AMERICAN 4 HOME RMGL5756343 07/01/2006 07/01/2007 $1,000,000.00 07/10/2006 ASSURANCE CO 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 Infractions/Citations Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 11/8/2012 • • f , JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Pat Townsend. WA 983o8 I Web:www.co iefferson wa usicomnunitytlevelopnent Td: 360.379.44501 Fax. Erna :dcdao.iefferson.waus SquareONE Resource Center I Building Permits 8 Inspections I Development Review I Long Range Planning March 14, 2014 / SPRINT 0/0 KDC ARCHITECTS 20/ 4720 200TH ST SW STE 200 LYNWOOD WA 98036 4J RE: SUBJECT: FAILURE TO RENEW SITE ADDRESS: 312 DHARMA RD PERMIT#: BLD12-00363 PARCEL: 801112012 LEGAL DESCRIPTION: HAUF SHORT PLAT BLOCK: LOT: 2 PROJECT DESCRIPTION: REMOVE & REPLACE EXISTING ANTENNAS AND CABINETS DEAR SPRINT The Community Development Office sent you a renewal notice indicating the need to either renew or schedule a final inspection on your building permit. To date, a final inspection has not been successfully passed nor has a renewal fee been paid. An annual renewal fee is due unless a final inspection is passed and a certificate of occupancy is issued. Please submit payment of $228.00 to renew your permit to 621 Sheridan St. Port Townsend, WA 98368. If you have any questions you can contact our office at 379-4450 between 9:00 a.m. and 4:00 p.m. Monday through Thursday. If we do not receive payment or hear from you within thirty (30) days from the date of this notice, we will proceed with cancelling the building permit. If the structure has not passed a final inspection we will begin the process of placing a notice to title on your property. Once cancelled, a new permit will need to be applied for, new fees paid, and the structure built to current building codes. Sincerely, 41- Permit Technician cc: file SLR e - 63 • !'O/ .0/: 360 /5 N- 9ndjSh.ore P4 col 1 I L D l a- Randy Ha u-I rere veep &--- tczi�wrPi 7D re-nu) �? a;74 cow d -to Gu.s broth-l-, C -roo 1r r(1 lx9 644 Parcel So) Ha- Or ! . J'ri .� 2 .♦ t. !% 1 ( / 'ail &�i onfr- ,r • LOZ/5/E )Z0--e/j go/ i/ 2u, 3 gc5r7 o 0 , 2-01 vu) o5 _ sc3 2 - 3c. 3 I i 4(01 -0/ufk-w-e)\-- lol Act( / -At 1111 2 (,1\1 9 ► ru-e-d-° 1) \t\P Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 1 501034003 I 901023003 e 1•.2 �.�1 801105014 1^ �• • 801105013 801112001 I — 8011105012 1 r l. i 801106011 1801112007 - 801101001 801112006 801112009 801112003, I- r 801111001 f--- Legend 101 I 0 Selected Features QI'10.YN) 801112011 ,-` JC_Roads 801112004 M Parcels-H I 4 801111002 I 801112012 801112008 1621112013 Shore Rd--,. r(tLI D��.Y NSandy Sn 1` 801104005 -_.— 801/12001 931104007 801111002 ' 801111002 N 80^.+t4001 80+104008 Ma=sendod by Jai Carty Cab%Se.vat's CIS 0 77511 • FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Mar 17 16:22:10 2014 http://gisserver/servlet/com.e sri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 3/17/2014 Map Output Page 1 of 1 , lialp{ ArcIMS HTML Viewer Ma gice OWEN MSS COMID "1111r1V Legend Selected Features 1 - JC_noads Parcels-H . 2011 Aerial Photos Cr x is-„irr, -�tianr3Y Shore fide i g r 1104005 CM Mam?aoded M JabsalCauty Calvet Screws CIS FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its •rrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Mar 17 16:04:20 2014 http://gisserver/servlet/com.e sri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 3/17/2014 Jodi Adams From: Jodi Adams Sent: Tuesday, March 25, 2014 11:44 AM To: 'ehughes @sbasite.com'; 'patevans60 @gmail.com' Subject: SE72XC213 Hauf Sprint Tower Attachments: [Untitled].pdf; [Untitled].pdf I am contacting you to as the applicants to building permit for the attached cell tower. This permit is expired and either needs to be renewed or it needs a final inspection submitted. At this time our office does not do inspections that require our inspectors to climb the towers so we ask that a third party verify the final inspection or photos are submitted to our inspectors to do the final. Can you please follow up with me and let me know how you'd like to proceed? Thank you, Jodi Adams Phone 360-379-4494 jadamsPco.jefferson.wa.us Original Message From: HP Copier [mailto:hpcopierPco.jefferson.wa.us] Sent: Tuesday, March 25, 2014 11:28 AM To: Jodi Adams Subject: HP Copier Scan to Email Please open the attached document. This document was digitally sent to you using an HP Digital Sending device. 1 • • aZ l & ASSOCIATES , INC . GEOTECIINICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 5,2015 KA No. I06-15074 Permit No.BLD12-00363 Jefferson County Attn:Bldg.Dept 621 Sheridan Street Port Townsend, WA 98368 RE: Final Letter SE72XC213 Beaver Valley 312 Dharma Road Chimacum,WA 98325 To Whom It May Concern: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project.The special inspection for this project was: • Structural Observation To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2012 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at(360)598-2126 Respectfully submitted, KRAZAN&ASSOCIATES,INC Vijay Chaudhary,P.E. Operations Manager Poulsbo CC: Midwest Underground Technologies Inc. With Offices Serving The Western United States 1230 Finn Hill Road NW,Suite A•Poulsbo,WA 98370•(360)598-2126•Fax:(360)598-2127 • . Sally Ellis From: Ashley Webber<awebber @mutionline.com> Sent: Wednesday, August 12, 2015 2:08 PM To: Sally Ellis Subject: Final Inspection Scheduled Hi Sally, Would you be able to assist me in scheduling the final inspection for BP BLD-14-00292 (1055 Teal Lake Road, Port Ludlow,Jefferson WA)?? I show we have sent you everything needed. Thank you, Ashley Webber Administration Manager MUTI • 2626 Midwest Court • Champaign, IL 61822 (0) 217-819-3040 (F) 217-819-3041 (M) 217-649-5841 www.mutionline.com This email has been scanned for email related threats and delivered safely by Mimecast. For more information please visit http://www.mimecast.com 1 ■ 4g°" co e yam JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 'SH(NG,Y Date: a1t2 Time Received: lc am/pm Mon. Tue. Wed. Thur. Fri. (J Date: 00 (t°-3 �1 BLD: I Contact Name: as h1Pit ��jb�/ Owner: r fi n Contact Number: 360 `0 Address: I 3t-2 (inGr tra 61 206 Notes: Cam , 1� , 2 -IN _ � Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection - Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling JEFFERSON COUNTY PM NO. 15133 DATE �1 /I - �0 F4 1 RECEIVED FROM LA eL . . AAAA AditA Ill el 4 '_LIAI 111 q . 1 DESCRIPTION 4 /7 BARS# AMOU la e 10 0 CURRENCY mutt di D ?y, COIN (� LJ CHECK :/'(59.4-0-7 c cn O m Irn0- I I1 c.) 6 - RECEIVED BY , , `" . ' "A ' . 1-1- :Alit' TOTAL Aa (,v() I JEFFERSON• COUNTY 003 No. 1 6336 iDAT i ' , PA RECEIVED FROM i/ . LA �/� �. �_�I �, IJ �({-- ❑ESCRIPTION BARS# I AMOUN T if CURRENCY p9 4 COIN Ac•�i Id (I/ CHECK ) [ - 6r6/3 co a 13/../0/ A 363 0 awe , ,. /.. 33 RECEIVED BY A / ttai TOTAL 4G!!• ov FD FDH Engineering,Inc.,6521 Meridien Drive Raleigh,NC 27616,Ph.919.755.1012 IIECE Structural Analysis for Q v Eig i JEFFERSON COUNTY DCD SBA Network Services, Inc. BUILDING PLAN REVIEW 149' Monopole Tower NOV - 8 2012 J:�APPROVED AS SUBMITTED - SBA Site Name: Beaver Valle JEFFERSON COUNTY El APPROVED AS NOTED Y __ DEPT.OF COMMUNITY DEVELOPMENT SBA Site ID: WA40442-A CI REJE(�CTED ✓ Sprint Site ID: SE72XC213 Date � t 4� 2—Reviewer �F-DH Project Number 12-06349E S1 Analysis Results Tower Components 15.1 % Sufficient Foundation 16.0% Sufficient Prepared By: Reviewed By: ../—ii---,1.,. /im--- 4,A.,(4/7%r-2-.4'4_,/ I``ea '� Jonathan Holmes, El Christopher M. Murphy, PE Project Engineer President FDH Engineering, Inc. �• -. 6521 Meridien Drive Raleigh, NC 27616 919 755-1012 .b Ot 1 ''v 4011 A info @fdh-inc.com l NOTtrr E: Plans are approved excepting * ' 3801 , r any errors or omissions. Ail work meat � �' pass inspection in conformance with all applicable codes and reguleticns. July 5, 2012 Prepared pursuant to ANSUTIA-222-G Structural Standard for Antenna Supporting Structures and Antennas Document No.ENG-RPT-501S Revision Date:06/17/11 • • • Structural Analysis Report SBA Network Services,Inc. SBA Site ID:WA40442-A July 5,2012 TABLE OF CONTENTS EXECUTIVE SUMMARY 3 Conclusions 3 Recommendations 3 APPURTENANCE LISTING 4 RESULTS 5 GENERAL COMMENTS 6 LIMITATIONS 6 APPENDIX 7 Document No.ENG-RPT-501S Revision Date:06/17/11 2 • • Structural Analysis Report SBA Network Services,Inc. SBA Site ID:WA40442-A July 5,2012 EXECUTIVE SUMMARY At the request of SBA Network Services, Inc., FDH Engineering, Inc. performed a structural analysis of the monopole located in Chimacum, WA to determine whether the tower is structurally adequate to support both the existing and proposed loads pursuant to the Structural Standard for Antenna Supporting Structures and Antennas, ANSI/TIA-222-G. Information pertaining to the existing/proposed antenna loading, current tower geometry, geotechnical data, and member sizes was obtained from: ❑ LSI Adapt, Inc. (Project No. WA05-12374-GEO)Geotechnical Engineering Evaluation dated May 10, 2005 ❑ Sabre Communications Corp.(Job No. 06-06047)Structural Design Report dated June 7, 2005 ❑ SBA Network Services, Inc. The basic design wind speed per the ANSI/TIA-222-G standard is 85 mph without ice and 30 mph with 1/4" radial ice. Ice is considered to increase in thickness with height. Furthermore,this structure was analyzed as a Class II structure in Exposure Category B with a topographic factor of 1. Conclusions With the existing and proposed antennas from Sprint in place at 150 ft, the tower meets the requirements of the ANSI/TIA- 222-G standards provided the Recommendations listed below are satisfied. Furthermore, provided the foundation was designed and constructed to support the original design reactions (see Sabre Communications Corp. Job No. 06-06047), the foundation should have the necessary capacity to support both the proposed and existing loading. For a more detailed description of the analysis of the tower, see the Results section of this report. Our structural analysis has been performed assuming all information provided to FDH Engineering, Inc. is accurate (i.e., the steel data, tower layout, existing antenna loading, and proposed antenna loading) and that the tower has been properly erected and maintained per the original design drawings. Recommendations To ensure the requirements of the ANSI/TIA-222-G standard are met with the existing and proposed loading in place, we have the following recommendations: 1. The proposed coax should be installed inside the pole's shaft. 2. The proposed RRUS should be installed directly behind the proposed panel antennas. Document No.ENG-RPT-501S Revision Dale:06/17111 3 • • Structural Analysis Report SBA Network Services,Inc. SBA Site ID:WA40442-A July 5,2012 APPURTENANCE LISTING The proposed and existing antennas with their corresponding cables/coax lines are shown in Table 1. If the actual layout determined in the field deviates from the layout, FDH Engineering, Inc. should be contacted to perform a revised analysis. Table 1 -Appurtenance Loading Existing Loading: Antenna Coax and Mount Elevation Description Lines Carrier Elevation Mount Type (ft) (ft) 150 9 Panels — MEE= 149 3 T-Anus Proposed Loading: Antenna Coax and Mount Elevation Descripticr Lines Carrier Elevation Mount Type (ft) (ft) (2)RFS APXVRR13-C-A20 (1)Andrew HB)0(-9014DS-VTM 150 (3)Samsung RRH-C2A RRHs (3)1-1/4 Sprint 149 (3)T-Arms (3)Samsung RRH-P4 RRHs 3 Samsu ! RRH-C2A Filters Document No.ENG-RPT-501 S Revision Date:06/17/11 4 • • Structural Analysis Report SBA Network Services,Inc. SBA Site ID:WA40442-A July 5,2012 RESULTS The following yield strength of steel for individual members was used for analysis: Table 2-Material Strength PJember Type Yield Strength Tower Shaft Sections 65 ksi Base Plate 60 ksi Anchor Bolts 75 ksi Table 3 displays the summary of the ratio(as a percentage)of force in the member to their capacities. Values greater than 100% indicate locations where the maximum force in the member exceeds its capacity. Note: Capacities up to 105% are considered acceptable. Table 4 displays the maximum foundation reactions. If the assumptions outlined in this report differ from actual field conditions, FDH Engineering, Inc. should be contacted to perform a revised analysis. Furthermore, as no information pertaining to the allowable twist and sway requirements for the existing or proposed appurtenances was provided,deflection and rotation were not taken into consideration when performing this analysis. See the Appendix for detailed modeling information Table 3-Su mmary of Working Percentage of Structural Components Section • Elevation Component Pass No. ft Type Size %Capacity Fail Lt 149-97.25 Pole TP30.33x14.5x0.25 13.1 Pass 1.2 97.25-47.5 Pole TP45.04x28.6829x0.3125 14.6 Pass L3 47.5-0 Pole TP58.94x42.657x0.375 15.1 Pass Anchor Bolts (16)2.25'a on a 66'a B.C. 14.7 Pass • Base Plate 64'x 2.75'thick square 12.9 Pass Table 4- Maximum Base Reactions Base Reactions Current Analysis Original Design (ANSI/TIA-222-G) (TIA/EIA-222-F) Axial 27 k 34 k Shear 10 k 34 k Moment 778 k-ft 3,608 k-ft 'Current analysis reactions are within an allowable factor of 135 per the ANSI/TIA-222-G standard when the original design reactions are based on an allowable stress design. Document No.ENG-RPT-501S Revision Date:06/17/11 5 • • Structural Analysis Report SBA Network Services,Inc. SBA Site ID:WA40442-A July 5,2012 GENERAL COMMENTS This engineering analysis is based upon the theoretical capacity of the structure. It is not a condition assessment of the tower and its foundation. It is the responsibility of SBA Network Services, Inc. to verify that the tower modeled and analyzed is the correct structure (with accurate antenna loading information) modeled. If there are substantial modifications to be made or the assumptions made in this analysis are not accurate, FDH Engineering, Inc. should be notified immediately to perform a revised analysis. LIMITATIONS All opinions and conclusions are considered accurate to a reasonable degree of engineering certainty based upon the evidence available at the time of this report. All opinions and conclusions are subject to revision based upon receipt of new or additional/updated information. All services are provided exercising a level of care and diligence equivalent to the standard and care of our profession. No other warranty or guarantee, expressed or implied, is offered. Our services are confidential in nature and we will not release this report to any other party without the client's consent. The use of this engineering work is limited to the express purpose for which it was commissioned and it may not be reused, copied, or distributed for any other purpose without the written consent of FDH Engineering, Inc. Document No.ENG-RPT-501S Revision Date:06/17/11 6 • • Structural Analysis Report SBA Network Services,Inc. SBA Site ID:WA40442-A July 5,2012 APPENDIX Document No.ENG-RPT-501S Revision Date:06/17/11 7 • • 149.0 ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Lightning Rod 153 Samsung RRHC2A 149 (3)T-Arms mnt 149 Samsung RRH-P4 149 RFS APXVRR13C-A20w1 Mount Pipe 149 Samsung RRH-P4 149 RFS APXVRRI3-C-A20 w/Mount Pipe 149 Samsung RRH-P4 149 -- Andrew HB)O(-9014D5-VTM w/Mpunt 149 Samsung RRHC2A Fier 149 Pipe Samsung RRHC2A Fier 149 Samsung RRHC2A 149 Samsung RRH-C2A Fitter 149 • Samsung RRH-C2A 149 MATERIAL STRENGTH M GRADE Fy Fu GRADE I Fy Fu ° ° A572-95 65wai 80 ke1 • TOWER DESIGN NOTES 1. Tower is located in Jefferson County,Washington. 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 fora 30 mph basic wind with 0.25 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class II. IIIII 7. Topographic Category 1 with Crest Height of 0.00 ft __- e7ae 8. TOWER RATING:15.1% N N N M N N O r 0 O m ° N Y • 47.5 ft ALL REACTIONS ARE FACTORED AXIAL 31K V 2 SHEAR J \ MOMENT 1 K ? 102 kip-ft TORQUE 0 kip-ft 30 mph WIND-0.2500 in ICE AXIAL 277 KK SHEA \ MOMENT 10 f0 K 778 kip-ft 0.08 ° TORQUE 0 kip-ft REACTIONS-85 mph WIND e g ° a FDH Engineering,Inc loo-Beaver Valley, WA40442-A FDH 6521 Meridien Drive Pm/ed.12-06349E51 Raleigh,NC 27616 G1ent SBA Network Services,Inc.0,00nt'1 Jonathan HolmesAPP'd` Tower Analysis Phone:(919)-755-1012 Co°' TIA-222-G Date-07105/12 Scale' NTS FAX:(919)-755-1031 Path:..c<.,...a...x� ae,�,,,�..�._....,G .,,,�.....«_.. .�.. IDw9 Ha.E-1 • • Jason M. Seaverson, PE 30 Mackenzie Court Fuquay Varina, NC 27526 (919) 271-8386 September 11, 2012 /� Subject: Antenna Mount Analysis D E v((� IE 1 V IE Carrier Designation: Carrier: Sprint lip NOV - 8 2012 Site Name: Beaver Valley Hauf Site Number: SE72XC213 I i CO ___DEPT OF JEFFERSON COMMUNITY DEVEUNTY LOPMENT Engineering Job Number: Project Number: 0198 Site Data: 735 N. Sandy Shore Rd., Chimacum,WA 98325,Jefferson County Topographic Category: 1; Exposure Category: "C"; Structure Class II; Site Class "D" 149 ft Monopole Tower Submitted By: Jason M. Seaverson, PE Introduction The purpose of this report is to summarize results of the structural analysis performed on the T-arm antenna mount located at 735 N. Sandy Shore Rd., Chimacum, WA 98325, Jefferson. The mount member sizes and geometry is taken from a mapping provided by CLS Group. Analysis The mount was analyzed using RISA 3D v10.0 by RISA Technologies, LLC. The following load combinations were considered in this analysis. Other loadings on the tower have not been considered. The loads are listed per sector for a single mount elevation. Basic Wind Speed: 85 mph (3-Second Gust) Service Load: 15 mph (3-second Gust) +(1) 250 lb Live Load Code: ANSI/TIA-222-G Provisions of this Analysis 1. The equipment loading installed is as described in the following tables. 2. Framing and supports are assumed in good condition with no defects. 3. The information provided by the client was assumed accurate and complete. 4. This analysis report is not a construction document. 5. Analysis of connections is limited to information available at time of analysis. 30 Mackenzie Court,Fuquay Varina,NC 27526 919-271-8386 • • Equipment Configuration Table 1:Existing Loads Mount Height(ft) RAD(ft) Qty Equipment Mount Carrier 150 150 9 Panels T-Arms Sprint Table 2: Existing+ Proposed Loads Mount Height(ft) RAD(ft) Qty Equipment Mount Carrier 9 Panels 2 RFSAPXVRR13-C-A20 150 150 1 Andrew H13)0(-9014DS-VTM T-Arms 3 Samsung RRH-C2Aw/Filter Sprint 3 Samsung RRH-P4 RRH 3 Samsung RRH-C2A RRU Results Offset Arm Main Horizontal Mount Pipe Existing+Proposed 71% 85% 47% Conclusion The structural assessment completed on behalf of Samsung was inclusive of the antenna supporting frames/mounts and all associated connections that will support the Sprint Network Vision equipment deployment. It excludes the tower itself and assumes the tower has been analyzed and found structurally adequate to support the existing and proposed tower loading. It is our opinion the stress caused by proposed additions will not affect the structural integrity of the supporting frame/mounting structure. If you have any questions or require additional information, please contact Jason Seaverson at 919- 271-8386. r, E' a-�y''e,. X'1ai> f q Ii IZ =VI i ■ • ®Z 0 X Y . it Solution: Envelope CLS ASK- 1 MLO SE72XC213 Sept 11, 2012 at 2:01 PM 0198 Elevation se72xc213x3d • • Appurtenance Wind Load Calculation Per TIA-222-G Windspeed 85 mph Exposure C Wind Direction Factor,Kd 0.95 Table 2-2 0.85(SST/GT),0.95(MP) Gust Effect Factor,Gh 1.1 2.6.7 0.85(SST/GT),1.10(MP) Structure Class 2 Centerline AGL 150 ft Topographic Category 1 Crest Height 0 ft Side Face Angle,8 30 degrees q,(psf) 24.22 Mount Member Shape Round Flat/Round Cf*q,(psf) 29.06 Input Appurtenance Information Appurtenance Name Quantity Weight(lb) Height(in) Width(in) Depth(in) Ka Shape Shape Front Side Generic 60"x 12"Panels 9.0 35.0 60.0 12.0 6.0 0.8 F F Andrew HBXX-901405-VTM 1.0 30.0 50.9 12.0 6.5 0.8 F F RFSAPXVRR13-C-A20 2.0 32.0 54.8 13.8 4.3 0.8 F F Samsung RRH-C2A w/Filter 3.0 55.1 23.7 15.7 6.7 0.4 F F Samsung RRH-P4 3.0 75.0 24.0 6.9 13.8 0.4 F F Calculated Wind Areas and Forces Appurtenance Name (EPA)N(ft') (EPA)T(ft2) (EPA)A(ft') Fa(Front) Fa(Side) Fa(Angle) Generic 60"x 12"Panels 5.24 _ 3.00 4.68 139.72 79.93 124.77 Andrew H8)0(-9014DS-VTM 4.34 2.63 3.91 115.67 69.98 104.25 RFS APXVRR13-C-A20 5.32 2.08 4.51 141.64 55.51 120.10 Samsung RRH-C2A w/Filter 1.24 0.55 1.07 33.04 14.64 28.44 Samsung RRH-P4 0.57 1.10 0.71 15.24 29.41 18.78 • • Company : CLS Sept 11,2012 Designer MLO 2:01 PM Job Number : 0198 SE72XC213 Checked By: Hot Rolled Steel Section Sets _-_ Label - Shape Type Design List Material Design Rul... A(1n2] Ivy pn4] Izz lin4] J DM]1 1HSS3.5x3.5x0.._1 HSS3.5X3.5X4 i Beam Tube A500 Gr.46 i Typical ' 2.91 5.04 1 5.04 8_35 ! ! 2 1 P2.5 std PIPE 2.5 ! Beam Pipe A53 Gr B Typical 1.59 1.45 I 1.45 1 2.89 3-.__1 P2.0 Std ! PIPE 2.0 Beam Pipe ,A53 Gr B Typical . 1 , .627 1 .627 1.25 Joint Coordinates and Temperatures Label X tin] - Y[m] Z[n] _ Temp 19 Detach From Delp- 1 1 I . Ni 8 ' � 0 0 2 NZ 61 0 0 3 � N3 67 75. 0 -. -75. 0- N4 67 5 N5 67 � -25. 42 6 ! N6 67 75. 42 7__'______ _-_. N7 67 -75. 42 --- 8_..I N8 67 -25. -42 9 7 N9 67 75. -42 10 i N10 i 67 7 -75. -42 -1 11 N1 61 f -6 0 -13 ---N12 2 . 61 6 � 0 N13 67 -6 (- 0 14 1 N14 67 6 0 15 N15 - 67 0 _-- 0 1 16 N16 67 _25. • 42_.._ - 17 N17 67 25. -42 18 a N18 67 -25. T 0 I _ 19 i N19 67 25. 0 Member Primary Data Label „ I Joint -J Joint K Joint-Rotate(deg) Section/Shape Type . _Design List Material Design Rules 1 - M1 N1 N2 -L ;HSS3.5x3.5x0...i. Beam Tube _- ;A500 Gr.46 Twice 1 2 M4 N7 N10 P2.0 Std � Beam Pipe A53 Gr B Typica 3 .. M5 _N5 i N8 _ P2.0 Std Beam ; Pipe IA53 Gr BI Tvpica 4 M6 N6 I N9 r- 1 P2.0 Std Beam I Pipe i A53 Gr B Twice 5 M5A N4 N3 i P2.5 std Beam Pipe A53 Gr B Tvpica 6 M6A I N11 N12 ' RIGID None I None ' RIGID Tvpica 1 � l 7 j 7 N12_ 1 8 M8 N11 N13 N14 1 I _RIGID RIGID None None I None RIGID None RIG! Typica T y pica_ 1 9 I M9 1- N16 N17 . ! T P2.0 Std Beam Beam Pipe A53 Gr B.I T_ypica_ Basic Load Cases BLC Description Category X Gravity_ Y Gravity Z Gravity Joint . 1 1 Self Weight DL -1 9 Point Distributed Arca(Me... 15urface(P. 2 Wind Load AZI000 OL1 1 _ 3 Wind Load AZI 0901 OL2 ! 9 _1 4_ Service Live i 0L3 ! 2 5 'Service Live Eccentri...i OL4 1 1 6 'Service Live Eccentri...1 OL5 1 1 1 I 7 BLC 2 Transient Area.. None __. 6 18 I LB G 3 Transient Area..i Gone ! I 7 RISA-3D Version 9.1.1 [C:\...\...1...1...\...10198 -SE72XC213- MLO- No CD's\Models\SE72XC213.r3d] Page 1 • • Company : CLS Sept 11,2012 Designer : MLO 2:01 PM Job Number : 0198 SE72XC213 Checked By: Load Combinations Description Fa BLC FactorBLC FadorBLC FadorBLC Factor Sol...PD...SR... R BLC FadorBLC FadorBLC �orBLC Factor ,BLC 1 1.4D Yes y DL 144 ' I i � 2 1.2D+ 1.6W AZI 000 Yes Y DL 1 2 OL1 1.6 i , 3 1 1.2D+ 1.6WAZI 090 Yes Y DL 1.2 :0L2 1.6 , 4 I 1.2D+1.6WAZI 180 Yes Y I DL, 1.2 OL1 -1.6 5 1.2D+1.6W AZI 270 Yes Y DL 1.2 I0L2 -1.6 6 11.2D+1.0W(15mph)AZI 00..,Yes Y DL 1.2 OL1 .028 0L31 1.6 7 1.2D+1.0 W(15 mph)AZI 0-.:Yes i Y DL 1.2 OL2 .028 IOL3 1.6 _$1.2D+1.0 W(15 mph)AZI 1..!Yes Y DL 1.2 OL1 -.028 IOL3 11.6 0 1.20+1.OW(15mph)AZI 007'`i' - 0. Ye Y I DL i 1.2 IOL1;,028 0L4 1.6 11 ''1.2D+ 1.0 W(15 mph)AZI 0...Yes Y I DL' 1.2 OL2 028.OL4 1 6 028 OL4I 1.6 -- 12 L1.2D+1.0W(15 mph)AZI 1.. Yes` Y DL 1.2 OL1-.02810L4: 1 6 ! L__ i 13 .1.2D+1-0 W(15 mph)AZI 2..Yes V ' DL 11.2 OL2:--02810L4' 1.6 I -I 14 1.20+1.0W(15mph)AZI 00..:Yes Y DL, 1.2 :0L1 .02810L5 1.6 1 ; •1 i i L 15 11.2D+1.0 W(15 mph)AZI 0..Yes y DL j 1 2 0L2,_02810L5' 1,6 1 I 16 I DL 1.2 ,OL1;-.028 OL5_ 1.6 16 1 2D+1.0 W(15 mph)AZI 1 Yes Y ', 17 I1.2D+1.0 W(15 mph)AZI 2.._Yes Y 1 ;DL 11.2 IOL21-.028 IOL51 1.6 , I Joint Loads and Enforced Displacements (BLC 1 : Self Weight) Joint Label L,D,M Direction Magnitudef(Ib,k-10,(in,rad),(1b s^2/in,_Ib*in"2)]- 1 N5 t L Z -25 1 2 NL. -- L -Z - -25 3 N8 L Z i -25 I 4 N9 L Z 1 -25 5 N16 L Z -25 6 ; N17 ! 7 i N7 L Z- -25 8 ' N10 L Z ______ _5 9 N11 L Z -175 Joint Loads and Enforced Displacements (BLC 2 : Wind Load AZ/000) Joint Label L,D,M Direction Magnitude[(Ib,k-ft),(in,rad),(Ib"s"2fin,Ib"in"2)] 1 N5 L X - - -70 I 2 i N8 � _ L X -70 I_ _ 3 N6 --- F L-- 4 N9 L X - -70 5 N16 L X , _ -70 6 i -70 7 ! N7 L X 1 -70 8 1 N10 L X i -70 9 ' N16 1 L X -75 Joint Loads and Enforced Displacements (BLC 3 : Wind Load AZ/ 090) Joint Label L,D,M Direction Maanitudef(Ib,k-1t),(in,rad),(Ib`s"Zrn,Ib"in"2)] 1 N6 L Y -40 2 N9 L Y -40 3 N5 L Y -40 4 - N8 L Y 5 N16 L Y -40 6 N17 L Y -40 7 N7 L Y 1 -40 8 N10 1 L Y -40 _ 9 N16 L Y -75 RISA-3D Version 9.1.1 [C:\...\...1...1...1...\0198 -SE72XC213-MLO- No CD's\Models\SE72XC213.r3d) Page 2 • 0 • Company : CLS Sept 11,2012 Designer : MLO 2:01 PM Job Number : 0198 SE72XC213 Checked By: Joint Loads and Enforced Displacements BLC 4:Service Live) Joint Label L,D,M_ Direction Maanitude[(f k-ft) fin,rad),(Ib's *in^2)] 1 N4 _L ii Z 1 250 IF N3 L Z -250 Joint Loads and Enforced Displacements(BLC 5:Service Live Eccentric Left) Joint-aabel _ - L D.M Direction Magnitude[(Ib,k-ft) (in,rad),llb*s^2/in, Ib'in^21_ 1 ! N4 L Z ! -250 Joint Loads and Enforced Displacements (BLC 6 : Service Live Eccentric Right) Joint Label L 2 M Direction Magnitude[(Ib.k-14,timed),(Ib*s^2 iin,lb*in"2)] 11 I N3 I L I Z -250 Member Point Loads Member Label Direction -____ Magnftude[lb,k-ft] Location(in,%] No Data to Print... I Member Distributed Loads (BLC 7: BLC 2 Transient Area Loads) Member Label Direction Start MagnitudellbHt degL_ End Magnitude[I...Start Locahonlfin,.End Locatpnjin,%1 M4 1 X -5.937 -5.937 0 84 ----- 2 l M5 X -5.937 I -5.937_- -_---_ 0 84 3 - M6 X _._._ -5.937 ! -5.937 0 84 4 i M5A i X -7.187 -7.187 0 150 5 _I M6A X 0 0 i 0 12 6 _L_ M9 I X -5.937 -5.937 L 0 84 Member Distributed Loads (BLC 8 : BLC 3 Transient Area Loads) Mem r Label Direction __ Start_Magnftudeflb/ft,deg] End Magnitude[I...Start Location m._End Locapon[[n,�fj M1 , Y - -14.152 I -14.152 _._ i 0 53 2 M4 Y -9.603 -9.603 0 84 I 3 M5 Y -9.603 -9.603 I 0 . - 84 4 M6 Y -9.603. -9.603 0 I 84 I 15 M7 Y 0 0 0 6 , 1 6 M8 Y i 0 0 0 6 ! 7 -- M9 Y _ -9.603 -9.603 0 84 Envelope AISC 93th(360-05): LRFD Steel Code Checks 2 M1 ,HSIPEX2.5 i .715 i 0 3 .187 D DirLC38i 0. ...p5008[.. 3.59 .., 3.596 Cb Eqn Shape Code Check Loc(in LC Shear..Loc[inj p 1 l_ M5A PIPE 2.5 I _ .848 SL25 g 187 (81.25 4383ao.e..] 50085 3.596 1 3.596 � 1- 'H1-1b y 11108021....120474, 12.075' 12.0791 �H1-1b. i 3 i M9 i PIPE 2.0 i .468 i 42 i 4 .028 42 I 4,17707.8...1 31500 1.872 1.872 1•••,H1-1b 4 M6 ! PIPE 2.0 ! 243 42 I 4 _ .015 42 4,17 07 8 31500 1.872 , 1.872 1-411-1b_ 5 I M4 PIPE 2.0 .243 42 4 .015 42 4177078.. 31500 1.872 i 1.872 1-H1-1b4 I 6 M5 PIPE 2,0 .243 42 4 .015 42 417707.8. 31500 1.872 1 1.872 1••-H1-113 Envelope Joint Reactions Joint X fib] LC Y[IN _ LC Z Lb] LC MX[k-ft]_-_ LC MY[k-ft L MZ[k-11,1_ LC 1 N1 maxi 1425.75 i 2 1162.24 3 11497.974'. 8 2.402 17 -2.794 1 2 .448 3 ' 2 ' min -1425.75 1 4 -1162.24 5 i 697.972 ' 2 ' -2.612. 1 11 -7.124 8 .44..__._5 3 Totals: max' 1425.75 2 1162.24 3 ' 1497.974 8 ' _ 4 I min I-1425.75 ! 4 -1162.24 i 5 697.972 12 - _ T- RISA-3D Version 9.1.1 [C:\...\...1...\-----..\0198- SE72XC213- MLO - No CD's\Models\SE72XC213.r3d] Page 3 Cf1 , n N = „= „ o n8� i7 D n z , os R nn °p z p.n VA z ° ° zizz>A m O T6 N 00 c<� f ' i m z == Am n H s Sc n O an nonFFF FmF mF mr nmT ; 63 n A n a y p o - .....r- Nc W °n ; m r . °z s� O _ jo z I i i zNN O o°m — A Y° m ' r, o O a zz mn Q° m co°o m pomx ° ' cn O 7. n - > n m-24 'z = z m -85, 0© m �z 1 z no z x co, 6662 z x n ° n � ° N z z n z gnT BB i ` ° ZX N n On 5 ;II ^ ° ff1 T. m'- O n t mmilIlli, , zn m n m 7' on n °s- f o -'z8a o A m r sz-m uNNo n N 0 „,, • z - oaoo g ro' °mm i n s n ii io n n n n 0 o m J ♦ J ` J ' r- v)Aov -180 DO-i% ZO, 'l , `> O= OA AZ71yU IA I'~iU r ) (- r.J m ti m Z Z0710.7.: ,Z A '` 1 Arm AmA iI mr,-D-1� z ■1 /.- z °vu,y ��� yoD �_ rJ _ m ti I.l 1 O c z O m N m A p+- / H O = _,_,=- Z ozz°n C $ j' (/�I Tl q z Z r O J' _ A D _,O r1 DG) O n‹ -J` I o a 7 n M D.�y rl y 7,-n *Ito "� 000 z= z p'-'711, p� �44'W Z z v O O v)m D c . ea •A xi°=o O w V➢ r 0 z 7.y Z] A 5. , C A f- Z r n Am m Z_ V _ D CP A `''n o^ D� u, 9 = F �� L 7 z " A A mo fi 00 -Si .1 7K �-/ v L7� i ✓: .. l ° z " m I .. 7 7� N - m r -I — m N N �.� - rl m nvznnn nann anz z_ z o o o - V n A 33 s�§nq I to '1 g 0 Eoz m G mw C r�� m> rr1 �uo 04 (7 CA G n In m m p r v u Z F.7-0 P, 2 o 0 o z.,rm n z n ° o o Q F y r' � "y5 z n m 7, '� L W T , O !iv-2 0 2 V C .tny1 9 r AO Z V V Z .1 D A (,) /� m £ m A n S L Z 5, Q Zn m T r fn' r , t/ K Z V '■.� CCC- OZNN [1JAAy ��w O 2yn m ZyJy 00 (n S t •Z n D lP IT'•I 'f n NS o n o .1'r '-O Z S V V1 O y /ZI C gn= AN - � n2LI € om � ° � � ° mmkN � I -.--,J -71 n Z z 2 v n r' n j n i o: Z ^' a = m z - '„A, D m a'n S N vi (/1 7 e C /�7.V O Z r N N fAl T ' O °T,^ N N m m V1 N N y O y Z O '• N D ~r 4 n m � A � a � ooROn m ° zoNui � ,. 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O ./ Ccic p= - L ms -''..1 L` J z \ m ' °Z O eL O 7 zA ^ mZ H f Z 0 NOO V1➢ x l AZ'y C 2 >S Nm°O N A 0 Z R x nN - _rn -i -=i zo zn y °34 m 0 nn °-1 L o r IiI z zo e° C.'o r 41x0 C!U Nz s� zn n x�n 1 \}/ A N `i n _ _ o -o D W m m•m C ✓1 v � °� �n,3 \ +�r is 5b A=� `m = ° m m °m� ~ as W (8> OMmilt mo Z z z � \ ,r`zL = > Z y c� 8P' o z, _� z co A CS ti' ..t � q0$@z�NZD Xl-' D m "^onC/\ o xO ZmD 1 �] � � o N Dr �c Z fNg m z � ` O ^ < r `> m z^ z u° co . . z f,,11. . , u> '< -,-d na� 0 > im \/ m rm cnwmy� a �� m , °o° o ° \ rj .Z' w� V. ° In o °1 N � rn ' a s rn, v nJ o c CJ ° S ¢ A . . gzemzgy, j o°wy� rnl" �� �� m fTl / N m O oo `/ z-. `> y �' p w = 0 n �\ �� C BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD12-00363 Received Date: 11/8/2012 SITE ADDRESS: 312 DHARMA RD Issue Date 11/20/2012 1 CHIMACUM, 98325 Expiration Date 11/20/2013 OWNER: SPRINT PHONE: 503-914-8977 C/O KDC ARCHITECTS 4720 200TH ST SW STE 200 LYNWOOD WA 98036 HAUF SHORT PLAT SUBDIVISION: Block: Lot: 2 PARCEL NUMBER: 801112012 Section: 11 Township: 28 N Range: 01 W CONTRACTOR: GENERAL DYNAMICS INFO TECH INC PHONE: 781-455-2064 77 A ST NEEDHAM MA 02494 Contractor's License GENERDI927CG Expires 2/7/2014 PROJECT DESCRIPTION: REMOVE & REPLACE EXISTING ANTENNAS AND CABINETS TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP NEW MAIN: INDUSTRIAL: VALUATION 15,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: Type Amount Paid By: Date: Receipt: BATHROOMS: Permit $251.25 LYK 11/08/12 135388 Exist: Plan Check $163.31 LYK 11/08/12 135388 Prop: State Building Code $4.50 LYK 11/08/12 135388 Total: Total: $419.06 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 Jefferson County Building Di/ion Permit Num�: BLD12-00363 Applicant: SPRINT 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 new cabinet FINAL INSPECTION 4 I 15 FINAL INSPECTIOh1 MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD12-00363 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; III II 11tidwmark\rlata\fnmic\F RI fl Parmif RIM mt 11/900019