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Home My WebLink AboutPermit D19-0051 - VERIZON WIRELESS - SITE MODIFICATION - REPLACING EXISTING ANTENNAS AND RELATED EQUIPMENTVERIZON WIRELESS 566 INDUSTRY DR 019-0051 Parcel No: Project Name: �`^�x« m��'��vmx^U "^U~� uxo Tukwila Department of Community Development 630USouthcenterBoulevard, Suite#1DD Tukwila, Washington 9Q18Q Phone: 206'431'3670 Inspection Request Line: 206-438'9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT 0223400010 Permit Number: D19'0051 566 INDUSTRY DR VERIZON WIRELESS Issue Date: 8/12/2019 Permit Expires On: 2/8/2020 Owner: Name: Contact Person: Contractor: Name: PO BOX 13287, NEWPORT BEACH, ID, 92658 AARON WILLIAMS 40S EAGLE ROAD, BE 200'EAGiE, |D, 83616 STERLING TELECOM & CONST INC Address: UO21]4ST5VV'SUITE 110,EVERETT, WA,9820 License No: S[ 8LT[884[9 Lender Name: VER|ZONxV0EL[5S ''' Phone; (714)943-0336 Phone (425)259- 628 Expiration Date: 2/28/2020 DESCRIPTION OFWORK: SITE MODIFICATION - REPLACING EXISTING ANTENNAS AND RELATED EQUIPMENT Project Valuation: $28/000l0 Type nfFire Protection: Sprinklers: Fire Alarm: Type cfConstruction: Electrical Service Provided by: TUKWILA Fees Collected: $86125 Occupancy per IBC: U Water District: 0KWILA Sewer District: TUKWILA Codes adopted by the City ofTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: Gas Code: ational Electrical Code: VVACities Electrical Code: VVACZ96-46n: WA State Energy Code: 017 2017 2017 2015 0505 21 05 Public Works Activities: Curb k: Fire Loop Hydrant: Flood Control Zone. Hau|ing/OveoizeLuad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number 0 No Permit Center Authorized Signature: |hearbycertify that | have read and examined this permit and know the same tobetrue and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting ofthis permit does not presume tugive authority tnviolate o,cancel the provisions nfany other state orlocal laws regulating construction orthe performance ofwork. |amauthorized tusign and obtain this development permit and agree tothe conditions attached tuthis permit. Signature: Print Name: ��_X �c; Date: �~I � / This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, nrif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: l: 'BUILDING PERMIT CONDITION5*** Z: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based nnsatisfactory completion ufthis requirement. 6: All electrical work shall beinspected and approved under aseparate permit issued bythe City nfTukwila Permit Center. 7: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tobeapermit for, oran approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City nfTukwila shall not bevalid. The issuance ufapermit based vnconstruction documents and other data shall not prevent the Building Official from requiring the correction oferrors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)438'g350 1700 BUILDING FINAL** CITY OF TUMJLIA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Perg No. lq-003-1 Project No. Date Application Accepted: Date Application Expires: es--74C1 or officeuse only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 566 Industry Drive, #B Tenant Name: Verizon Wireless PROPERTY OWNER Name: American Tower Corporation Address: 10 Presidential Way City: Woburn State: MA Zip: 01801 CONTACT PERSON — person receiving all project communication Name: Aaron Williams, Powder River Development L Address: 408 S Eagle Road, Suite 200 City: Eagle State: ID Zip: 83616 Phone: (714) 943-0336 Fax: (208) 938-8855 Email: aaron.williams@powderriverdev.com GENERAL CON I RACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: 0223400010 Suite Number: Floor: New Tenant: 12 Yes J ..No ARC TECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Powder River Engineering Services, L Engineer Name: Glenn Walker Address: 408 S Eagle Road, Suite 200 City: Eagle State: WA Zip: 83616 Phone: (208) 938-8844 Fax: (208) 938-8855 Email: don.george@powderriverdev.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 1 , \/.0..-v 1 7--ov Wii-e, ( s (.2 Address: City: State: Zip: H:\Applications1Forrns-Applications On Line \2011 Applications1Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 1 of 4 BUILDING PERMIT INFORMATICein\ 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Describe the scope of work (please provide detailed information): Site modification replacing existing antennas and related equipment for Verizon Wireless.. REMOVE (9) ANTENNAS FROM TOWER, (9) RRUS FROM TOWER & (3) FROM SHELTER, (3) OVP FROM TOWER & (3) FROM SHELTER, (3) HYBR ID CABLES FROM TOWER, (6) COAX CABLES FROM TOWER, EXISTING COLLAR MOUNT, EXISTING ANTENNA PLATFORM MOUNT, • INSTALL NEW 4 SECTOR ANTENNA PLATFORM, (11) ANTENNAS ON TOWER, (14) RRUS ON TOWER, (4) OVP ON TOWER & (4) IN SHELTER, (4) HYBRID CABLES ON TOWER. Existing Building Valuation: $ Will there be new rack storage? Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* 800 Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 162,122 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes lJ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: D.. ..... Sprinklers 0 Automatic Fire Alarm ..... None .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets, SEPTIC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplicationsWarrns-Applications On Linea t 1 ApplicationsTermit Application Revised - Revised: August 2011 Page 2 of 4 PUBLIC WORKS PERMIT INFOIIATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑... Valley View 0...Sewer Availability Provided 0 .. Highline ❑ .. Renton 0 .. Renton ❑ .. Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ❑ ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ..Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for Tess than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor 0 ...Cap or Remove Utilities ❑ .. Curb Cut 0 .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line 0 .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size............ " WO # 0 ...Deduct Water Meter Size: ❑ ...Sewer Main Extension... .........Public 0 Private 0 0 ...Water Main Extension.............Public ❑ Private 0 FINANCB INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: 4 0.12,6`frt- 0.2111.14fAaM.4.- Signature: Date: 11/21/2017 Print Name: Aaron Williams Day Telephone: (714) 943-0336 Mailing Address: 408 S Eagle Road, Suite 200 Eagle ID 83616 City State Zip 11 \Applications \Forms -Applications On Line12011 ApplicationsTermit Application Revised - 8-9-1.1.docx Revised: August 2011 Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $49.60 D19-0051 Address: 566 INDUSTRY DR Apn: 0223400010 $49.60 DEVELOPMENT $25.00 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18313 R000.322.900.04.00 0.00 $24.60 $49.60 Date Paid: Monday, August 12, 2019 Paid By: STERLING TELECOMMUNICATIONS Pay Method: CHECK 3541 Printed: Monday, August 12, 2019 12:23 PM 1 of 1 CiWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $811.65 D19-0051 Address: 566 INDUSTRY DR Apn: 0223400010 $811.65 DEVELOPMENT $811.65 PERMIT FEE R000.322.100.00.00 0.00 $491.91 PLAN CHECK FEE R000.345.830.00.00 0.00 $319.74 ProjectTRAK $673.80 119-0024 Address: Apn: 0223400010 $673.80 TECHNOLOGY FEE $28.80 TECHNOLOGY FEE R000.322.900.04.00 0.00 $28.80 WIRELESS $645.00 TYPE 1 R000.345.810.00.00 0.00 $645.00 TOTAL FEES PAID BY RECEIPT: R16814 $1,485.45 Date Paid: Thursday, February 07, 2019 Paid By: POWDER RIVER DEVELOPMENT SERVU Pay Method: CHECK 032637 Printed: Thursday, February 07, 2019 1:54 PM 1 of 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 P of ct: e of tnspe tion: A dress: ©ate: Called: Special Instructions: ; Date Wanted: a.m. p.m. Requester: Phone No: proved per applicable codes. Corrections required prior to approval. Ot MENTS Inspector: Date:l `� �Z� e ` 5 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ?T. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect:. 42-ri2D Ty o Inspe ion: % L Address: Date Called: . 5 6 Z./ Special Instructions: tS---- 26-9 — 46z Date Wanted:10 /5_, P-m• , Requester: _,, (--bagirotO Fstf—Ti-iTm N : 1 riApproved per applicable codes. Corrections required prior to approval. COMMENTS: Ala,- t9 sd 'jevtate k Il Inspector: Q0 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. City of Tukwila Department of Community Development 6/28/2019 AARON WILLIAMS 408 S EAGLE ROAD, STE 200 EAGLE, ID 83616 RE: Permit Application No. D19-0051 VERIZON WIRELESS 566 INDUSTRY DR Dear AARON WILLIAMS, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 2/7/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 8/7/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sin erely, i ctiAlzut_,ac,_0)) Kandace Nichols Permit Technician File No: D19-0051 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 verizon' FILE Ci rPYI Permit No. _ Plan review approval Is sD00:1 to errors arc omissions Approval of COISIIUC1100 (ocumewls does riot aoI rue the violation of an v aoopied code or ordinance Receipt of aoor066: ;At Copt and cKnow,eagec; By. Date: CO Ci 1.ue4112 (iU'I '`u'' SITE INFORMATION TOWER MANAGER: TE ADDRESS: COUNTY: LATITUDE: LONGITUDE: GROUND ELEVATION: OCCUPANCY TYPE: ZONING JURISDICTION ZONING CODE: PARCEL NUMBER: POWER PROVIDER: TELCO PROVIDER: AMERICAN TOWER 10 PRESIDENTLAL WAY WOBURN, MA DIBD1 566E INDUSTRY DR TUKWILA, WA 98188 KING COUNTY 47.45436' -122.24816' 29' AMSL UNMANNED CITY OF TUKWIA TUC-TOD 02234/30010 PUGET SOUND ENERGY ZAYO CONTACT INFORMATION SITE ACQUISITION: POWDER RIVER DEVELOPMENT SERVICES, LC. 408 S. EAGLE READ, SUITE 200 EAGLE, ID 83616 CONTACT: AARON WILLIAMS PHONE: 714.943.0336 EMAIL: apron.willions®powderriverdev.com A&E SERVICES: POWDER RIVER ENGNEERING SERVICES, LLD. 408 S, EAGLE ROAD, SUITE 200 EAGLE, ID 83616 CONTACT: TODD HILL PHONE: 406.595.2233 EMAIL: lodd.hill®powderriverdev,com PROPERTY OWNER: 8KM ANDOVER IIS LLC 596 INDUSTRY DR TUKWILA, WA 9818 APPLICANT: VERIZON REAL ESTATE 3245 158TH AVE, SE BELL.EVUE, WA 980D8 CONTACT: SHIRLEY VANGEN PHONE: 425.223.1351 EMAIL: shirley.vongm*verizonwirelas.com TOWER CONTACT: AMERICAN TOWER 10 PRESiDENT'AL WAY WOBURN, MA 01Bo1 CONTACT: SHARON BATEMAN PHONE: 425.241,0085 EMAIL: sharon.bolenan®omericenlower.com ATC ASSET #: 410167 VERIZON SITE NAME: EAST ANDOVER LOCATION: 566B INDUSTRY DR, TUKWILA, WA 98188 70' MONOPOLE MODIFICATION VICINITY MAP SITE PHOTO REVISIONS No changes shag! be mane to Ina scope of work wunoui OT'01 a0O1Ovai or the Tukwila Building Division NOTE: Revisions will require a new Dian submittal and may Include additional plan review, REViEWED FOR CODE CORLIANCE APPROVED FEB 25 /019 City of Tukwila BUILDING DIVISION DRAWING INDEX ITE 41,45436, •122.24d16 55( 4 DRIVING DIRECTIONS SHEET N0. DESCRI0T10N REV TITLE SHEET GN-1 GENERAL NOTES GN-2 GENERAL NOTES C-0 PROPERTY PLAN C-1 SITE PUN C-2 ELEVATIONS C-3 ANTENNA PLANS 0 C-3.1 C-3.2 C-4 C-5 RF INFORMARON CABLE SPECFIICATIONSRECFIV1EO 4TYOFTUK YILA EQUIPMENT 0E7 EQUIPMENT DETAILS 0 C-6 EQUIPMENT DETAILS FEB O7 2P(9 0 G-1 GROUNDING DETAPsERMIT CENTER 0 MA-1 MOUNT 444080IS REPORT (BY OTHERS) DIRECTIONS FROM SEATTLE-TACOM4 INTERNATIONAL AIRPORT: DEPART AIRPORT... DEPART (SOUTH) TAKE RAMP RIGHT FOR WA-518 EAST TOWARD SEATTLE / TAC7MA KEEP STRAIGHT ONTO I-405 N AT ENT I, TAKE RAMP RIGHT FOR WA-181 SOUTH TOWARD TUKWILA TURN RIGHT ONTO WA-181 / W VALLEY HWY TURN RIGHT ONTO STRANDER 8160 TURN LEFT ONTO ANDOVER PARK E TURN LEFT JUST PAST THE RAILR0AO TRACKS INTO INDUSTRIAL COMPLEX TOWER WILL BE STRAIGHT AHEAD BEHIND BUILDINGS SEPARATE PERMIT RE UIRED FOR: 1 Mechanical Electrical Plumbing Gas Piping City of Tukxlla BUDDING DIVISION APPLICABLE CODES BUILDING CODE 2015 IBC ELECTRICAL CODE 2017 NEC SCOPE OF WORK RFDS PROJECT 10 84365 9/12/2018 - REMOVE (9) ANTENNAS FROM TOWER - REMOVE (9) RRUS FROM TOWER & (3) FROM SHELTER - REMOVE (3) 0VP FROM TOWER & (3) FROM SHELTER - REMOVE (3) HYBRID CABLES PROM TOWER - REMOVE (6) COO CABLES FROM TOWER - REMOVE EXISTING COLLAR MOUNT - REMOVE EXISTING ANTENNA PLATFORM MOUNT - INSTALL NEW 4-SECTOR ANTENNA PLATFORM - INSTALL (11) ANTENNAS ON TOWER INSTALL (14) RRUS ON TOWER - INSTALL (4) 0VP ON TOWER & (4) IN SHELTER - INSTALL (4) HYBRID CABLES ON TOWER verizonr A AMERICAN TOWERS fAi POWDER RIVER ErcERB 4Smv;es,U.0 VlMYpOwdwlfiYEf�Y,C00i BUSINESS LICENSE f: 3004 REVISIONS f$V DIE OESCf9P110N Oa, a 11/97/16 1090 COXSPCCON N� 5 11/14/19 16S1E0 TOP Elva 90% 044 10/16/19 6SUC0 FOP PEVD+ 40% JPN 88t3 REGISTERED ARfIfliECT 200S60WALKER STATE OF WASHINGTON D%2E/18 MIIw.vs.�at I^a ;&uWbiw1NA1Sa%RM2wt 8N 1N 14 wAu1N>1TNkA81 csraww4nar448x 44o*Nmna4m m4 Nm 8108A 8191*0wawvNwav4onm4OANB Am 44*011*0++9nEatom!ansate, SIZE INFORMATION ATC I: 410167 5668INDUSTRY DR TUKWILA, WA 98188 KING COUNTY SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 THE INFOREW1I49 CON18NE9 W TINS SET OF CONSIAUC110N UOO1M USE 04 O SUES OTHER 111N !NIT *HICK P[44115 10 cos SEANCES IS STRICIY PRONIBIIFA. GENERAL NOTES 1.GENERAI NOTES AND TYPICAL DETAILS SHALL APPLY 10 ALL PARTS OF THE JOB EXCEPT WHERE THEY MAY CONFLICT WITH DETAILS AND NOTES ON OTHER SHEETS, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT 10 REVIEW BY THE ENGINEER. 2.WORK SHALL CONFORM TO THE REQUIREMENTS, AS AMENDED 10 DATE, OF THE LATEST EDITION OF THE BUILDING CODE AND ALL OTHER LOCAL, STATE AND FEDERAL REGULATIONS. 3.0MISSIONS OR CONFUCTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WiTH ANY WORK INVOLVED, 4.ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED 0T THE ENGINEER 50 THAT THE PROPER REVISION MAY BE MADE. MODIFICATIONS OF CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 5.THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING BUT NOT UNITED TO BRACING, TEMPORARY SUPPORTS AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONSTRUCTION AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER, WHETHER OF MATERIAL OR WORK, ARE FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, BUT DO NOT GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, SLATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATIONS. 6.SAFETY; CONFORM TO ALL APPLICABLE OSHA CONSTRUCTION SAFETY REGULATIONS FOR All WORK PERFORMED DURING CONSTRUCTION. JOB SITE SAFETY IS STRICTLY THE RESPONSIBILITY OF THE CONTRACTOR AND NOT THE ENGINEER OR OWNER. 7,AM PROPRIETARY COMPONENTS, MOUNTS, MATERIALS, CHEMICAL, EPDXY AND WEDGE ANCHORS, AND SHOT PINS SHALL BE EXACTLY AS CALLED FOR IN THESE DRAWINGS. ANY DEVIATIONS SHALL BE APPROVED OR DISAPPROVED BY THE ENGINEER AT THE EXPENSE OF THE EN1m REQUESTING THE SUBSTITUTION PRIOR TO THE INSTALLATION. 8.THE CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL ITEMS DEFINED IN THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED T0, THE FOLLOWING: THE CONTRACT, SPECIFICATIONS AND CONSTRUCTION DRAWINGS, 9.THE CONTRACTOR SHALL BE ULTIMATELY RESPONSIBLE FOR COORDINATION AND ASSEMBLY OF ALL PARTS OF THE CONSTRUCTION DEPICTED HEREIN, THE CONTRACTOR SHALL PERFORM ANY CONSTRUCTABILITY REVIEW OR COORDINATION DRAWINGS NECESSARY TO IDENTIFY CONSiRUCTABILIIY PROBLEMS PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE OF WORK AND EXISTING J09 STE CONDITIONS INCLUDING, BUT NOT LIMITED T0, MECHANICAL, ELECTRICAL SERVICE AND OVERALL COORDINATION, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID, ANY DISCREPANCIES, CONFLICTS OR OMISSIONS, ETC., SHALL BE REPORTED TO THE CARRIER CONSTRUCTION SUPERVISOR BEFORE PROCEEDING WITH THE WORK. 11. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION, ANY DAMAGE TO NEW AND EXISTING STRUCTURES, LANDSCAPING OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE TENANT, BUILDING OWNER OR OWNER'S REPRESENTATIVE AT THE EXPENSE OF THE CONTRACTOR. 12, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 LOCATE A11 EXISTING UTILITIES, WHETHER SHOWN HEREON DR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED, 14, THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED BY THE GOVERNING AGENCY, 15. THE CONTRACTOR AND ALL SUBORDINATE CONTRACTORS SHALL COMPLY WITH ALL LOCAL AND STATE AND FEDERAL REGULATIONS. 16. THE CONTRACTOR SHALL OBTAN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO CARRIER. 17. CHECK ACCURACY OF All DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS OFF SITE, NOR PERFORM ANY CONSTRUCTION ACTIVITIES UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. IN ALL CASES WHERE A CONFLICT MAY OCCUR, SUCH AS BETWEEN ITEMS COVERED IN SPECIFICATIONS AND NOTES ON THE DRAWINGS OR BETWEEN GENERAL NOTES AND SPECIFIC PLANS OR DETAILS, THE ENGINEER SHALL BE NOTIFIED, AND HE/SHE WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS PRIOR TO THE INSTALLATION OF THAT PORTION OF WORK. 18. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR OF ANY CONFLICTS OR DISCREPANCIES IN THE CONTRACT DOCUMENTS OR FIELD CONDITIONS PRIOR TO EXECUTING THE WORK IN QUESTION. 19. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE, IF WORK IS PERFORMED, 11 WILL BE ASSUMED THAT THERE iS NO OBJECTION TO THE DETAIL DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN, MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK. 20. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION, IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHAH NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR SO THAT MODIFICA➢OHS CAN BE MADE BEFORE PROCEEDING W1H THE WORK. 21. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE ENGINEER SHALL BE CONTACTED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 22. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT NOT OTHERWISE SHOWN HEREIN. ALL SUSPENDED MECHANICAL EQUIPMENT TO BE SWAY OR LATERALLY BRACED. 23, GOVERNING AGENCY -APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHAH NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INF0RMA10N, AT ALL TIMES THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 24, DESIGN DRAWINGS ARE DWGRAMMA1C ONLY AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS WILL PERMIT, ANY ERROR, OMISSION, OR DESIGN DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE CARRIER CONSTRUCTION SUPERVISOR FOR CLARIFICATION OR CORRECTION BEFORE CONSTRUCTION. 25. AS -BUILT REQUIREMENTS; DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. PROTECT RECORD DOCUMENTS FROM DETERIORATION AND LOSS IN A SECURE, FIRE-RESISTANT LOCATION. PROVIDE ACCESS TO RECORD DOCUMENTS FOR THE CARRIER CONSTRUCTION SUPERVISOR'S REFERENCE DURING NORMAL WORKING HOURS. MAINTAIN A CLEAN, UNDAMAGED SET OF BLUE OR BLACK LINE PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN. MARK WHICH DRAWINGS ARE MOST CAPABLE OF SHOWING CONDITIONS FULLY AND ACCURATELY. WHERE SHOP DRAWINGS ARE USED, RECORD A CROSS-REFERENCE Al THE CORRESPONDING LOCATION ON THE CONTRACT DRAWINGS. GIVE ATTENTION TO CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. MARK RECORD SETS WITH RED ERASABLE PENCIL, USE OTHER COLORS TO DISTINGUISH BETWEEN VARIATIONS IN SEPARATE CATEGORIES OF THE WORK. MARK NEW INFORMATION THAT IS IMPORTANT TO THE OWNER BUT WAS NOT SHOWN ON THE CONTRACT DRAWINGS, DETAILS OR SHOP DRAWINGS, NOTE RELATED CHANGE ORDER NUMBERS WHERE APPUCABLE. NOTE RELATED RECORD DRAWING INFORMATION AND PRODUCT DATA, UPON COMPLETION OF THE WORK, SUBMIT ONE (1) COMPLETE SET OF RECORD DOCUMENTS TO THE CARRIER CONSTRUCTION SUPERVISOR FOR THE OWNER'S RECORDS. 26. A CLOSEOUT BOOK CONTAINING THE FOLLOWING, SHALL BE PROVIDED BY THE CONTRACTOR, AS APPLICABLE: A.AS BUILT DESIGN DRAWINGS B.SWEEP TESL RESULTS C.RESISTIVELY TEST D.PHOTO DOCUMENTATION OF: 1, UNDERGROUND CONDUITS AND GROUND RING IL ANTENNA, COAX, JUMPER ATTACHMENTS AND GROUND KIT ATTACHMENTS III. ANTENNA DOWN TILT MEASUREMENT USING AN INCLINOMETER ON THE BACK PLANE OF THE ANTENNA N. GROUND BAR ATTACHMENTS E.SIGNED OFF PERMIT CARDS F.00414CATE OF OCCUPANCY G.REfURN OF KEYS AND/OR ACCESS AUTHORIZATION H.ORIGINAL BUILDING PERMIT SITE WORK NOTES I.SCOPE: CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUB GRADE PREPARATION, FINISH GRADING AND SECURITY FENCE, AS REQUIRED BY CONSTRUCTION DRAWINGS AND DETAIL DRAWINGS, 2.REFERENCES: A.DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS FOR THE STATE IN WHICH THE PROJECT IS LOCATED. B.ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) C.OSHA (OCCUPATIONAL SAFETY AND HEA.11 ADMINISTRATION) D.AASHTO (AMERICAN ASSOCIATION OF STATE TRANSPORTATION OFFICIALS) 3.INSPECTION AND TESTING: AFIELD TESTING OF EARTHWORK, AGGREGATE BASE COURSE, COMPAiON AND CONCRETE TESTING SHALL BE PERFORMED BY THE CONTRACTOR'S INDEPENDENT TESTING LAB. BALL WORK SHALL BE INSPECTED AND RELEASED BY THE CARRIER CONSTRUCTION SUPERVISOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. fT 15 THE CONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF THE WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 4.SITE MAINTENANCE AND PROTECTION: A.PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF THE WORK UNTIL COMPLETION OF THE CONTRACT, B.CONTACT THE ONE -CALL UTILITY LOCATION SERVICE PRIOR 10 ANY EXCAVATING ACTIVITIES TO HAVE LOCATIONS OF UNDERGROUND UTILITIES VERIFIED, C.AVOID DAMAGE 10 THE SITE INCLUDING EXISTING FACILITIES, STRUCTURES, TREES AND SHRUBS DESIGNATED 10 REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING ITEMS THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK, D.KEEP SITE FREE OF ALL PONDING WATER. E.CONTRACIOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, CITY, COUNTY AND STATE CODES AND ORDINANCES 10 PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA, THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS AND CHECK DAMS. F.PRONDE AND MNNiAN All TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT LIFE AND PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK, 5.BEFORE STARTING GENERAL SIZE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE WELL DRAINED AT ALL TIMES. 6.ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION, 1.PERFORM ALL SURVEY, LAYOUT, STAKING AND MARKING TO ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. 8.CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE AND ONLY THE IMMEDIATE SURROUNDINGS NECESSARY TO COMPLETE THE WORK. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED AND GRUBBED 9.REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPER41(045. BURNING IS NOT PERMITTED. 10, PRIOR 10 EXC4VA➢LAG, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS, AND ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, CULVERT, STREAM CROSSING OR OTHER ITEM NOT SHOWN THAT MIGHT AFFECT OR INTERFERE WITH THE NEW CONSTRUCTION. NOTIFY THE CARRIER CONS1RUCTON SUPERVISOR OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. 11, SEPARATE AND STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACK FILL. ALL EXCESS EXCAVATED, AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF IN AN AREA DESIGNATED BY THE CARRIER CONSTRUCTION SUPERVISOR. (UNSUITABLE MATERIAL MAY BE REQUIRED TO BE REMOVED FROM THE SITE.) SECURITY FENCE NOTES 1.PROVIDE AND INSTALL THE GALVANIZED FENCE WITH ASSOCIATED POSTS, RAILS, BRACES, FABRIC, TERMINAL POST, GATES, DROP BAR AND BARBED WIRE. USE APPUCABLE PROVISIONS OF ASTM FOR MATERIR' S, FABRIC SHALL BE HEAVY GALVANIZED CHAIN LINK FENCE, CONFORMING TO ASTM A392 2-INCH MESH 9 GAUGE WIRE (0.148 INCHES IN DIAMETER) WITH THE TOP AND 80T1GM SELVAGES NFU AND BARBED. POSTS: ALINE POST FOR FABRIC UP TO 8 FEET HIGH SHALL BE 2-3/8 INCH 0.D. BEND CORNER, PULL POST AND GATE POST SHALL BE 2-7/8 INCH 0.D. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE IN ACCORDANCE Wf1H ALL APPLICABLE ASTM STANDARDS FOR FENCES OVER 8 FEET HIGH, SIZE POST ACCORDING TO MANUFACTURER'S RECOMMENDATIONS, 4.TOP RAILS SHALL CONFORM TO 1-1/4 INCH (1.66-INCH 0.D.(, SCHEDULE 40 GALVANIZED STEEL PPE iN ACCORDANCE WITH AS114 A120. 5,1ENSION WIRE SHALL BE 7-GAUGE U.S. STEEL WIRE GALVANIZED IN ACCORDANCE WITH ASTM AI16, COATING CLASS III. B.BRACE BANDS, TENSION BANDS AND TENSION BARS SHALL 8E FABRICATED OF 1/8 INCH BY 7/8 INCH GALVANIZED STEEL WITH GALVANIZED STEEL CARRIAGE BOLLS AND NUTS IN ACCORDANCE WITH ASTM4 A123. TENSION BARS SHALL BE 1/4 INCH BY 3/4 INCH GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. 7.FABRIC TES SHALL BE CLASS I GALVANIZED STEEL WIRE NO LESS THAN 9-GAUGE. B.POST TOPS SHALL BE PRESSED STEEL OR MALLEABLE IRON AND SHALL BE GALVANIZED PER ASTM AISJ, 9,BARBED WIRE SHALL CONSIST OF DOUBLE STRANDED 12-1/2 GAUGE WIRE An A121, CUSS 3 910 4-POINT BARBS SPACED 5 INCHES APART, THE TOP 1 FOOT OF THE FENCE SHALL CONSIST OF 3 STRANDS OF BARBED WIRE ATTACHED TO 45-DEGREE ANGLE, HEAVE' -PRESSED ARMS CAPABLE OF W1HSIANDING WTHOUi FAILURE 250 POUNDS DOWNWARD PULL AT THE OUTERMOST END OF THE ARM. 10, GATE MATERIALS, SUCH AS FABRIC, BOLTS, NUTS, TENSION BARS AND BARBED WIRE SHALL BE CONSISTENT WITH FENCE MATERIALS. 11. THE BOTTOM OF THE FENCE SHAU. BE 2 INCHES BELOW THE TOP OF THE COMPOUND GRAVEL IF THE SNE CROSSES FEATURES SUCH AS DRAINAGE DITCHES, ETC., THE FENCE SHALL SPAN THE DEPRESSION. CLOSE THE SPACE BELOW THE BOTTOM OF THE FENCE WITH EXTRA FENCE FABRIC OR BARBED WIRE AS DIRECTED BY THE CARRIER CONSTRUCTION SUPERVISOR. PRIOR TO PLACING COMPONENTS SUCH AS FABRIC, RAILS, TENSION WIRE AND GATES, ENSURE THAT THE CONCRETE POST FOUNDATION HAS REACHED AT LEAS 754 OF ITS DESIGN STRENGTH OR HAS CURE A MINIMUM OF 7 DAYS AFTER SETTING THE POST. 12. ALIO BUTT PAD. AUTOSATICALLY GA SW'UN DAMAED IN T F ODS MAN ACTURER. SWIGG`GATEOISWIND S. 10E rODVvOCH l'lfAl FEB 25 /019 City of Tukwila BUILDING DIVISION NOS AND HARDWARE HINGES SHALL ES. PLUNGER BARS SHALL HAVE TOP, THE MIDDLE POINT ARRANGED FOR ONEAC 'E OPEN. ' "r,�i.i COATING CITYLOFTURIVIT THE FEB a7 ?A RMIT CENTER P veri:orr� A AMERICAN TOWERR POWDER RIVER ErgimerJg kiss, U.0 wa40N6mrtad6rmm BUSINESS LICENSE 3004 REVISIONS 011E DESCRIPTION mT 0 11/01/18 ION CONSTRUCTION 11/11/18 ISSUED FOR RENEN 900 A II/26/16 ISSUED FOR REI DW 90% G0EP WALKER STATE OFWASIIGGTON 'I/21/18 rAIsVid.woNnCRATMaMUM amm11*0 A18 swT woe Pow *0 amnia asa MORO Ma 40 a4AOB09980111 FOR a8xMRN8 MA 01 PUMA ad OM MO NA> SPESCOONS*0* CIE OD BY A91 MO to ENmfd1068A,NACIS MN WI MEP CM0 M Nata SITE INFORMATION ATC #:410167 5668 INDUSTRY DR TUKVVILA, WA 98188 KING COUNTY SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN-1 THE INF0RRA110N CONTAINED IN THS SET OF CONSIRUGR0N DIXUMEN1S IS PROPRt01ARf BY NATURE. ANY USE 0R DISCLOSURE 011ER i1W THAT WHICh RELATES TO URRIER SEANCES IS SIPoCILY PROHIRREO. ELECTRICAL NOTES 1.THESE NOTES DESCRIBE THE MINIMUM REQUIREMENT FOR INSTALLATION OF ALL ELECTRICAL SYSTEMS. SUBMITTAL OF BID INDICATES THAT THE CONTRACTOR IS COGNIZANT OF ALL JOB SiTE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2, HE PUBLICATIONS LISTED BELOW FORM PART OF THESE NOTES, EACH PUBUCATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS: A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) B. IEEE (INSTITUTE OF ELECTRCAL AND ELECTRONICS ENGINEERS) C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION D. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) E. NEPA 70 (NATIONAL FIRE PROTECTION ASSOCIATION) F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION), INCLUDING ALL APPLICABLE AMENDMENTS G, UL (UNDERWRITERS LABORATORIES) H. APPLICABLE LOCAL CODES AND ORDINANCES 3.THE CONTRACTOR SHALL INSTALL UNDERGROUND ELECTRICAL AND TELEPHONE CONDUITS AND CABLE AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. 4,WHEN FINISHED, WORK SHALL BE IN A COMPLETE AND UNDAMAGED STATE, AS REQUIRED IN THE CONTRACT DOCUMENTS. 5.ITEMS SHALL BE NEW AND SHALL BE INSTATED ONLY IF IN FIRST-CLASS CONDITION, 5,SUBSTITUTIONS FOR MATERIAL MOLL BE PERMITTED ONLY BY WRITTEN APPROVAL OF THE CARRIER CONSTRUCTION SUPERVSOR AND BY THE ENGINEER. 7.THE CONTRACTOR SHALL PROVIDE ALL MATERIAL EXCEPT AS SPECIFIED IN THE CONTRACT DOCUMENTS. ALL MATERIAL SHALL BE APPROVED AND LISTED BY OR BEAR THE UL LABEL, AND WILL COMPLY WITH ANSI, IEEE AND NEMA STANDARDS WHERE APPLICABLE. 8.00NDUTTS: A. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC , SIZED AS SHOWN ON THE CONSTRUCTION DRAWINGS. B. ALL EXTERIOR ABOVEGROUND CONDUIT SHALL BE PER LOCAL CODE REQUIREMENTS. C. ALL INTERIOR CONDUIT SHALL BE EMT WITH COMPRESSION -TYPE FITTINGS. D, LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR OUTDOOR LOCATIONS WHERE FLEXIBLE CONNECTION IS REQUIRED, 9.CABLES CONDUCTORS FOR GENERAL WIRING SHALT. BE NEC STANDARD ANNEALED COPPER WIRE WITH NEC 600-VOLT INSULATION. A. 68 AND 1,A0CER-STRANDED TYPE, THHN OR THWN. B. #10 AND SMALLER -SOLID TYPE THHN OR THWN. C. CONDUCTORS IN CONDUIT IN OR ADJACENT TO HIGH HEAT SOURCE SHALL BE TYPE XHHW. D CONDUCTORS IN CONDUITS ABOVE ROOF, ON 10P OF ROOF OR INSIDE BUILT-UP ROOFING MATERAL SHALL BE TYPE XHHW 10. CONVENIENCE OUTLET, UNLESS NOTED OTHERWISE, SURFACE -MOUNTED OUTLETS FOR EXTERIOR LOCATIONS SHALL BE FERALOY, CAD/ZINC ELECTROPLATED WiTH THREADED HUBS OR CONDUIT ENTRANCES DRILLED AND TAPPED. ALL COVERS SHALL BE SELF -CLOSING AND GASKETED. SURFACE MOUNTED OUTLETS FOR INTERIOR LOCATIONS SHALL BE GALVANIZED, PRESSED STEEL WITH COVER PLATE, SERRA PLASTIC STYLE, IVORY COLOR. II. COAXIAL CABLE SUPPORTS I. ALL WAVE GUIDE SUPPORTS SHAH BE MANUFACTURED TO MEET ALL COAX MINIMUM BENDING REQUIREMENTS. SUPPORTS SHALL 8E PROVIDED EVERY 3'-0' ON CENTER. 12. BEFORE LAYING OUT WORK, EXERCISE PROPER PRECAUTION TO VERIFY EACH MEASUREMENT. 13, USE EXTREME CAUTION BEFORE EXCAVATING IN EXISTING AREAS TO LOCATE EXISTING UNDERGROUND SERVICES, 14, A VISUAL CHECK OF ELECTRICAL AND TELEPHONE CABLES, CONDUITS AND OTHER ITEMS SHALL BE MADE BY A CARRIER CONSTRUCTION SUPERVISOR BEFORE THESE ITEMS ARE PERMANENTLY INSTALLED, 15. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTON SUPERVISOR 24 HOURS PRIOR TO TRENCH BACK FILL 16. TRENCHING, BACK FILLING, BEDDING AND COMPACTING SHALL COMPLY WITH SITE WORK SPECIFICATIONS. 17. DIG TRENCHES TO THE REQUIRED DEPTH AS SHOWN ON THE DRAWINGS WITHOUT POCKETS OR DIPS, REMOVE LARGE STONES FROM THE BOTTOM OF THE TRENCH AND FIRMLY TAMP LOOSE FILL IN THE BOTTOM BEFORE CONDUIT IS LAID. 18. INSTALL UNDERGROUND CONDUIT WITH A MINIMUM 3-INCH TO 100-FOOT SLOPE OR TO A SLOPE SHOWN ON THE DRAWINGS. 19. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, TERMINATE AND CAP ALL STUB -UPS 12 INCHES ABOVE FINISHED GRADE ELEVATION, 20. WHEREVER CONOUHS CROSS UNDER ROADWAYS, USE GALVANIZED RIGID STEEL CONDUITS IN ALL CASES, EXTENDING 5 FEET BEYOND THE EDGE OF THE ROAD BED. MINIMUM DEPTH FOR CONDUIT SHALL BE 4 FEET BELOW ROADWAY GRADE. 21. MARK UNDERGROUND CONDUITS WITH A 6-INCH WIDE RED POLYETHYLENE TAPE BURIED 6 INCHES UNDER THE SURFACE DIRECTLY OVER THE CONDUITS. MARK THE TAPE THUS: CAUTION -BURIED ELECTRICAL CABLE. 22. FOR SEALING CONDUITS, USE ONLY NON -THERMOPLASTIC COMPOUNDS SUCH AS J.M. OUXSEAL, OR AN CARRIER -APPROVED SUBSTITUTE, THE COMPOUND SHALL HAVE NO EFFECT ON RUBBER OR RUBBER -LIKE INSULATIONS, LEAD, ALUMINUM OR FERROUS ALLOYS; IT SHALL BE INSOLUBLE IN WATER AND WITHSTAND MAXIMUM TEMPERATURE RANGES OF THE LOCALITY.. 23. COAXIAL - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. 24. ANTENNA - REFER TO ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES 25. LNA/MHA - REFER TO ANTENNA AND COMA. CABLE INSULATION PROCEDURES. GROUNDING NOTES 1.THIS SPECIFICATION PRESCRIBES THE REQUIREMENTS FOR FURNISHING, INSTALLATION AND TESTING OF THE GROUNDING CABLE, CONNECTORS AND ASSOCIATED COMPONENTS AS INDICATED ON THE DRAWINGS. 2.APPLICATIONS OF ELECTRICAL GROUNDING AND BONDING WORK SPECIFIED IN THIS SPECIFICATION INCLUDE THE FOLLOWING: A. FENCE AND GATE POSTS B. ELECTRICAL POWER SYSTEMS C. GROUNDING ELECiRODES D. GROUND BUS E. SERVICE EQUIPMENT F. ENCLOSURES G. MONOPOLE / LATTICE TOWER H. OE BRIDGE 3.REFERENCES: THE PUBLICATIONS LISTED BELOW FORM PART OF THESE DRAWINGS. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THESE DRAWINGS ARE ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THESE DRAWINGS SHALL CONFORM TO THE APPUCABLE PROVISIONS OF THESE PUBLICATIONS. A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) B. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION D. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) E. NESC (NATIONAL ELECTRICAL SAFETY CODE), LATEST EDITION F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) G. UL (UNDERWRITERS' LABORATORIES) H, APPLICABLE LOCAL CODES AND ORDINANCES 4,MATERIALS: EXCEPT AS OTHERWISE INDICATED, PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEMS INDICATED; WITH ASSEMBLY OF MATERIAL, INCLUDING, BUT NOT LIMITED T0, GROUNDING EI0CTRODES, BONDING JUMPER AND ADDITIONAL ACCESSORIES NEEDED FOR A COMPLETE INSTALLATION. WHERE MORE THAN ONE TYPE OF COMPONENT PRODUCT MEETS INDICATED REQUIREMENTS, SELECTION IS INSTALLER'S OPTION. WHERE MATEROLS OR COMPONENTS ARE NOT INDICATED, PROVIDE PRODUCTS WHICH COMPLY WITH NEC, UL, AND IEEE REQUIREMENTS AND WITH ESTABUSHED INDUSTRY STANDARDS FOR THOSE APPLICATIONS INDICATED. A. GROUNDING: I, THE EQUIPMENT SHALL BE GROUNDED AS FOLLOWS, AS SHOWN ON THE DRAWINGS AND IN COMPLIANCE WITH NEC ARTICLE 250 AND STATE AND LOCAL CODES. II. GROUND RODS AND QUANTITY SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL PERFORM A GROUND -RESISTANCE -TO -EARTH TEST. SHOULD THE INSTALLATION HAVE A RESISTANCE OF 5 OHMS OR MORE, CONTRACTOR SHALL INSTALL MORE GROUND RODS AS NECESSARY SO THAT THE OVERALL GROUND-TO-EARTHRESISTANCE IS LESS THAN 5 OHMS. III. INSTALL ELECTRICAL GROUNDING AND BONDING SYSTEMS AS INDICATED, IN ACCORDANCE WITH MANUFACTURER'S 165100CTION5, NEC'S °STANDARD OF INSTALLATION,° AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS. V. COORDINATE OH OTHER ELECTRICAL WORK AS NECESSARY TO INTERFACE INSTALLATION OF ELECTRICAL GROUNDING AND BONDING SYSTEMS. Y. INSTALL GROUND CONDUCTORS A MINIMUM OF 36 INCHES BELOW FINISHED GRADE WHICH ENCIRCLE THE TOWER AND EQUIPMENT, AND ARE CONNECTED 10 EACH DRIVEN GROUND ROD, GROUND TRENCH SHALL BE AT LEAST 24 INCHES AWAY FROM FOUNDATIONS. VI. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WTH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUE FOR CONNECTORS AND BOLTS, WHERE MANUFACTURER'S TORQUEING REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUE SPECIFIED IN UL 486A TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. VII, APPLY CORROSION -RESISTANT FINISH (NO-OX OR CARRIER -APPROVED EQUIVALENT) TO FIELD -CONNECTIONS, AT COPPER GROUND BARS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATING HAVE BEEN DESTROYED, OR ARE SUBJECTED TO CORROSIVE AND/OR OXIDATION PROCESS. VIII, ON EXISTING LATTICE TOWERS, WATER TOWERS AND ROOF TOPS, WHEN A NEW GROUNDING SYSTEM IS INSTALLED, THE CONTRACTOR SHALL TIE THE NEW GROUND SYSTEM TO THE EXISTING WATER TOWER, LATTICE TOWER STRUCTURAL STEEL OR BUILDING STRUCTURAL STEEL AS THE CASE MAY BE AT A MINIMUM OF ONE LOCATION SD THAT THEY ARE AT THE SAME VOLTAGE POTENTIAL IX, ALL TOWER AND TOP GROUND WIRES SHALL BE SUPPORTED EVERY TWO FEET MAXIMUM, B. GROUND RODS: I. GROUND RODS SHALL BE 5/8" DIAMETER WITH 8'-0" EMBEDMENT MIN., COPPER CLAD DRIVEN ROD(S). 11, GROUND ROD(S) SHALL BE LOCATED AT THE PERIMETER OF EQUIPMENT AS TO CREATE A GROUND RING AS SHOWN ON THE DRAWINGS. III. GROUND ROD(S) SHALL BE SPACED AT A MINIMUM OF 8'-0" AND A MAXIMUM SPACING OF 10'-0" ON CENTER. IV, GROUND RODS SHALL BE BURIED BELOW THE FROSTLINE. AT NO NNE SHALL THIS DEPTH BE LESS THAN 18° BELOW FINISHED GRADE. V. GROUND RODS WHICH CANNOT BE DRIVEN STRAIGHT DOWN THE ENTIRE 10'-0°, SHALT BE DRIVEN AT AN ANGLE NOT GREATER THAN 45 DEGREES (NEC 250-83 AND 250-84), V. GROUND ROD LOCATIONS SHALL BE NOTED ON THE AS -BUILT DRAWING COMPLETE WITH DIMENSIONS. VII. PROVIDE GROUND TEST WELLS SHOWN ON THE CONSTRUCTIONDRAWINGS. C. GROUND CONDUCTOR: ALL DIRECT BURIED GROUND CONDUCTORS SHALL BE TINNED SOLID (#2 AWG) WIRE. BURIED GROUND CONDUCTOR SHALL BE INSTALLED AT MINIMUM DEPTH OF 36' BELOW GRADE. 11. ALL SUB GRADE GROUND CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELD PROCESS, CONNECTIONS SHALL INCLUDE ALL CABLE TO CAKE SPLICES, TEES AND ALL GROUND ROD CONNECTIONS. MOLD, WELD KITS, ETC., SHALL BE MANUFACTURED BY MEW AND SNALL BE I NSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS, III. GROUND CONDUCTORS SHALL BE ROUTED IN THE SHORTEST AND C STRAIGHTEST DISTANCES POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES, CONDUCTORS SHALL BE INSTALLED AS FOLLOWS: IV ALL GROUND CONDUCTORS SHALL FOLLOW A CONTINUOUS DOWNWARD PATTERN TO THE GROUND SOURCE (NEVER RUN GROUND CONDUCTOR IN AN UPWARD DIRECTION.) V. CONDUCTORS SHALL BE INSTALLED WITH A MINIMUM OF 12-INCH MINIMUM BENDING RADIUS, VI. WHEN THE MINIMUM BENDING RADIUS CANNOT BE ACHIEVED, GROUND CABLES SHALL BE ROUTED AT 90-DEGREE BENDS WITH THE USE OF EXOTHERMIC CONNECTIONS Ai 90 DEGREES, WiTH THE INTENT IS TO ELIMINATE THE CABLE BEND RADIUS AND REPLACE THE RADIUS WITH AN EXOTHERMIC CONNECTION, 5,PREPARATION: A. ALL SURFACES TO WHICH GROUND CONNECTIONS WILL BE MADE SHAL BE FREE OF PANT, GALVANIZING DIRECT CORROSION, ETC, B. ALL METAL SURFACES EXPOSED ON GROUNDING SHALL BE EITHER COLD GALVANIZE, OR PANTED TO MATCH ORIGINAL SURFACE. 6.EXAMINE AREAS AND CONDITIONS UNDER WHICH ELECTRICAL GROUNDING AND BONDING CONNECTIONS ARE TO BE MADE AND NOTIFY CARRIER CONSTRUCTION SUPERVISOR AND ENGINEER OF RECORD IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF WORK, DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL NOTIFY THE CARRIER CONSTRUCTION SUPERVISOR A MINIMUM OF 24 HOURS PRIOR TO TRENCH BACK FILL. A11 WORK DONE BELOW FINISHED GRADE SHALL BE INSPECTED BY THE CONSTRUCTION SUPERVISOR DURING THAT PERIOD. l,GROUND 1E5110'6: A. THE CONTRACTOR SHALL TEST THE GROUND ELECTRODE ROD RESISTANCE IN ACCORDANCE WITH THE METHODS OF MEASUREMENT DEFINED IN THE FALL OF POTENTIAL METHOD. B. TEST INSTRUMENTS SHALL OPERATE Ai A FREQUENCY OTHER THAN 60 HERTZ AND SHALL CONTAIN STRAY CURRENT AND DC FILTERS, FAULT CURRENT PROTECTION AND HAVE SENSITIVITY TO OPERATE A LOW SIGNAL STRENGTH. C. PRIOR TO TESTING, THE CONTRACTOR SHALL DE -ENERGIZE ALL POWER SOURCES, DISCONNECT THE ELECTRODE CONDUCTOR FROM THE GROUND ROD, WEAR HIGH VOLTAGE RUBBER SAFETY GLOVES. D. GROUND TESTS ARE TO BE PERFORMED BY QUALIFIED PERSONS FAMILIAR WITH THE CONSTRUCTION AND OPERATION OF THE EQUIPMENT AND THE HAZARDS INV00Vi0. E. AN INDEPENDENT, APPROVED OUTSIDE FIRM SHALL PERFORM THE GROUND TEST AS OUTUNED. ALL TEST RESULTS SHALL BE FORWARDED TO THE CARRIER CONSTRUCTION SUPERVISOR FCR APPROVAL, RECEIVED CITY OF TUK VILA FEB G7 2019 REVIELI:sED FOR CODE aNLl)PLIANCE APPROVED FEB 25 2019 City of Tukwila BUILDING DIVISION ERMIT CENTER verizon' A AMERICAN TOWER® POWDER RIVER BIoMARKNsE,u6 BUSINESS LICENSE #: 3004 REVSIONS o4000,0 N INF 0 11/21/18 1008 WNSTRLOTON I I/14/18 8SUEC FOR PPY4y190% LPN 10/2B/'8 6SUED FOR RENEW 90x JPN AGE PlN6NN0464 dq AY CN1NAWWS OF SOM AS MO 646 MO 1E 114641(IF PMN49.4AV WM LIG MR DI KAMFS*reI/EYoff S64141 d4 NN. X %MAAINS N9 S°E6tl104 SWt Iqf *6uSm Afp,TMO OR ()MN OW MOM *14111 NM WM 4440000E N o . SITE INFORMATION ATC 8:410161 566B INDUSTRY DR TUKWILA, WA 98188 KING COUNTY SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN•2 THE INFORMATION 004164ED OF CONS1Rtt4ON 00CU9HMS IS PROPRIf0NAY BY MORE. ANY USE OR (ISCEOSONE DINER 014N WI Y11IG1 CATES 10 CAR'TER SPACES IS MIRY PROPPED. DISCLAIMER: EXISTING BUILDING EXISTING AMERICAN TOWER COMPOUND 0 0 a PARCEL 0223400010 EXISTING BUILDING TNESE DRAWINGS WERE PRODUCED WIRHOUT THE BENEFIT OF A CURRENT LAND SURVEY, All PROPERTY UNES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. POWDER RTVER DEVELOPMENT SERVICES, LLC DOES NOT GUARANTEE NE ACCURACY OF SNO PROPERTY UNES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN. EXISTING RAILROAD EXISTING PROPERTY LINES REVI uJ�O FOR CODE COIvPLIANCE APPROVED EB 252019 BUILD !GT u FVrE CITY CF TUM FEE 07 2�� PERMITCENTR\ VIS ON verizon A AMERICAN TOWER, POWDER RIVER EmjnemimjSmMas,Bt BUSINESS UCENSE #: 3004 REVISIONS DATE DESORPTION 14r 11/27/19 00% 00NSIR 11/14/15 MED FOR PUN 90% A 7D/24/1R 69&0 FOR RENEYI 90E GLEENC ITALKER TATE OF WASHNGTON T!2T 1B la KW �,N O � sou AY OF KR MOW PUS, 11C NKAQA AdRUCK RR NO NU ME .MEED � 9N1 efla i NNRR MEW Of I t4,716R SITE INFORMATION ATC 9:410167 566B INDUSTRY DR TUKWILA, WA 98188 KING COUNTY SHEET TITLE: PROPERTY PLAN SHEET NUMBER: c-0 PROPERTY PLAN SCALE NTS, iXE INFORYARON CONTAINED IN THS SET OF Dino Dl.RNfS K PNOPRSIUPE OtNER iIWN 177155010 RELATES TO WRIER SERNCES IS STORY PRO41alnap. DISCLAIMER: EXISPNG CURB B'-1" EXISTING A/C ON 2'-8" x CONCRETE PAD EXISTING MONOPOLE EXISTNG CHAIN LINK FENC w/ BARBED WIRE EXISTING A/C ON 3'x3'-6" CONCRETE PAD EXISTING VERIZON ICE BRIDGE EXISTING 2' x 5' FIBER VAULT THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY UNES, EASEMENTS, SETBACKS, AND DIMENSONS SHOWN SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. POWDER RNER DEVELOPMENT SER4ICES, LLC, DOES NOT GUARANTEE THE ACCURACY OF S41D PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMENSIONS SHOWN. BOLLARD ( EXISTING DISCONNECT EXISTING VER120N AREA INSIDE OF BUILDING COSTING VER120N RRU TO BE RQI08 (3 TOTAL) EGSRNG VERI20N 0VP TO BE REMOVED (3 TOTAL) PROPOSED VERIION OW (4 TOTAL) EXISTING PULL BOX REVIEY'ED FOR CODE COPLIANCE APPROVED FEB 25i019 City of Tukwila BUILDING DIVISION RECENED CITY OF TUK►VILA A/V FB 07 2019 PERCIII CENTER verizon' AMERICAN TOWER® ,p POWDER RIVER *al wootOxxXxiteroax BUSINESS LICENSE k: 3004 REVISIONS DATE DESCMP1gN 11/5T/18 100% CCNSquCTION u/u/Ie ISSUED FOR RENEW 501 A IO/26/18 ISSUED FOR RENEW S01 JPN 8813 GLEN' WAUKER TATE OF WASHINGTON II/21/18 THESE PM 6N SWUM, 6 N15101S Of SOK,, 61 kb SNNt 64I.'9R PAR Of 5AA GNAW SEMOF Mee ➢E PP 15NR MI IV61 WA 0/600015 ON PM AWE MRCS NO SNdF6555 6555 001 N Mt Aw Pf OR08Px1N OM RCS Vwut1511PewWVwAWWe SITE INFORMATION ATC #: 410161 566E INDUSTRY DR TUKWILA, WA 98188 KING COUNTY SHEET TITLE: SITE PLAN SHEET NUMBER: C-1 SITE PLAN THE INFORVA10N C0NIWNED IN TM SE1 OF CCN'4R000R1 DOCUMENTS 5 PROPME1ARY BY NATURE. MY USE OR DISCLOSURE MR WAN THAT *ITCH RELATES TO CARRIER SE01C5S 5 SIMCRY PROPoB5EO. Of EXISTING RERUN ANTENNAS EXEi.IG hRQON ANTENNAS I TO BE RELOCATED (1 PER SECTOR, 3 TOTAL) I EXISTING VEPo20N HOFFlLW BOXES TO BE REM04FD (3 TOTAL.) woe PLATFORM TO BE REMOVED VERQON COIUR TO BE REMOVED OF PROPOSED VE1i120N ANTENNAS °" W II POWDER RIVER ENGINEERNG SERVICES HAS NOT PERFORMED STRUCTURAL ANALYSES FOR THE NEW EQUIPMENT MOUNTS, NOR THE SUPPORTING STRUCNRE, AND ASSUMES NO RESPONSTBILIIY FOR DS ABILRY TO SUPPORT THE PROPOSED MODIFICATIONS, PRIOR TO CONSTRUCTION, STRUC ORML ANALYSE BY OTHERS) SHALL BE PERFORMED FOR AU TOWERS, ROOFTOPS, FLAGPOLES, LIGHT POLES AND ASSOCIATED EQUIPMENT MOUNTS, 9y��@� 4 TI • M ' , ,�,_ 4 EXEIING MOUNT 1 DOSING MOUNT j WW J!I 1 + sr EL. 72'-0" (AGL) T,0. EXISTING MONOPOLE EL 72'-R (AGL) nn T.O. EXISTING MONOPOLE EL. 1D'-0" (AOL) MG VEJRQON ANTENNAS TO BE RPM (3 PER SECTOR, 9 TOTAL) FXStiG ABIZON 0VP-6 TO BE RENDS TOTAL) EXI50NG VERQON RRUS TO BE REMOVED (3 PER SECTOR, 9 TOTAL) EXISTING VERIZON COAX TO RERAN (6 TOTAL) EASING VERQON COAX TO BE REMOVED (6 TOTAL) 4EMZON NRTAO CARIES TO BE REMOVED (3 TOTAL) GRADE i..r 1 V EL 10' 0' (AOL) PROPOSED VERQON RRUS (14 TOTAL) PROPOSED VERIZON ANTENNAS (11 TOTAL) PROPOSED SON 0VP (4 TOTAL) EXISTING VERIOON COAX (6 TOTAL) PROPOSED 4MON CABLES(4 TOTAL) NIREXISTING GRADE PROPOSED 4 SECTOR (SEE EXETING RELOCATED VETCH ANTENNAS (1 PER SECTOR 3 TOTAL) VERQON ANTENNA PLATFORM SHEET C-3) REV;:! ;ca I-CR— CODE CW LIANCE AFI'ROVrrD FEB 25 "019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB G7 2P,19 PERMIT CENTER EL. 0'-0° (AGO EL. 0'-0° (AGL) TOWER ELEVATION (EXISTING) 1scALE:1s,i,C LIT«171 2 TOWER ELEVATION (PROPOSED) SCALE:1R°:1' (11N17) 1 verizon' AMERICAN TOWER. POWDER RIVER Engiminp Surf u, LLC ww iritIm *MEr,am BUSINESS LICENSE 3004 DATE REVSIONS OESD9PIICR 111-- 1-- ,-- ,-- 11/27/1S 100E 07NSIRAC11011 ure 11/14/16 ISSUED 04 RMp 90E A 10/26/16 ISSUED FOR RE11ER 90% GLENN WALKER STATE OFWASHINGTON 11/211;1E ME RAC wq SWAM AS&SONwh15ff SERVICE A$ uwt Fawn Row WR », Poem 6MA W ,1AC PRAM I11* 1N/1 A¢ ova OR 01. IN[%OPAwJ#S A0 maws Kt WPM 6Y AV 0E891Ml*00 ON 0066/16600 wm0J1 Rwa w9Ew caw Of T E raw. SITE INFORMATION ATC 0; 410167 S66B INDUSTRY DR TUKI RA,WA 98188 KING COUNTY SHEET TITLE: ELEVATIONS SHEET NUMBER: C-2 PROPEIARr 90/ x4URE. ANY USE OR 0SC10 ER wN TO R SEW o r QN il,e N E040 812044 NORM BOX TO BE REMOVED " _.....;'. �� (3 PER SECTOR, 9 TOTk) "" \,/� ea t e 4 11 " i(i h +i�F e Oy to A h MG WRIZON ANTENNA geryo MOUNT TO BE ROiOVID a ee : , i1 M . ,111y 111`I rt s",' �M d° a 4 eery IIvu ip 2S1144C V062041 RRU TO ;, 1 (3 PER SECTOR, 9 TOTAL) t Bf1q ; `�' � ' 108 az�At i B�4 IXISIING VERDI OW '��,' TO REMOVED 6 (3 TOTAL) t1J1 � i1. a 4 'i, Og !F,t EATING VERI20N ANTENNAS 1 Bf1 OBE ROM j, (3 PER SECTOR, 9 TOTAL) N 6 TOMING IRE NIR010NDANKETIWS 'IIt (1 PER SECTOR, 3 TOTAL)i �s�El PROPOSED (11 TOTAL) aN Q Re b �2p�(P4 redo POWDER RIVER ENGINEERING SERVICES HAS NOT PERFORMED STRUCTURAL ANALYSES FOR THE NEW EQUIPMENT MOUNTS, NOR THE SUPPORTING STRUCTURE, AND ASSUMES NO RESPONSIBILITY THE PROPOSED SUPPORT ROPOSED MODIFICATIONS, PROP O CONSTRUCTION, STRUCTURAL ANALYSIS (BY OTHERS) SHALL BE PERFORMED FOR All TOWERS, ROOFTOPS, FLAGPOLES, UGH( POLES AND ASSOCATED EQUIPMENT MOUNTS. � �� PROPOSED WON 4-SECT311 ANTENNA PLATFORM WIN SUPPORT , �~ 4+► RML (VEPRO F4P-12W OR �. I EOUNNENO = 270' Ipig+ApruJAO e)N� Ij''Nlplll�� !`� ;'I111 " PROPOSED V130i0N RRV 1r ' (14 OTAL) � / � c at, UQI, TA 14: ", � O6' 7illljl lh f VPl ilt li �u4 M EXISTING RELOCATED rl lu , 91g0ru VF;UlON MOW 4ul an m �' �„°�,� � (1 PER SECTOR, 3 TOTAL) RI„lll it�li n PROPOSED VE ON OW (4 TOTAL) SPACING BETWEEN PROPOSED ANTENNAS, MAX. OF 24" CENTER TO CENTER, MIN. OF 2' INNER EDGE TO INNER EDGE i o\ 1\ ANTENNA PLAN (EXISTING) SCALE: NTs, 2 ANTENNA PLAN (PROPOSED) SCALE: N1.S. 1 FINAL ANTENNA, EQUIPMENT & COAX CONFIGURATION SECTOR POSITION QTY ANTENNA MANUFACTURER ANTENNA MODEL COR Ail COAX HYBRID RRH (Q11') MODEL JUNCTION BOX (OVP) (Oro MODEL DIPLEXER (TOWER) (QM MODEL TMA (TOWER) (OM MODEL STATUS NOTES 1 1 ANTEI. BXA-80063/4CF 74' 13 (1) ERA 44w 850 CDMA ALPHA 2 1 ERICSSON 2205 846 IAA (2) (1) ERICSSON 6843 50 3 1 JMA MX06FRO840-02 30' 1/8' (Q ERICSSON 2206 ERICSSON 6701 LTE 700/850/PCS 4 1 JMA MX06FRO840-02 72' (Q LTE 700/850/AW'S 1 1 ANTEL BXA-80090/4CF 74' 106' 850 CDMA 2 i JMA M%D6FR0840-02 (2BET 9' / (4) 12x24 (1) 44� (I) Se R MI VI ," ,-- b a I'UR �� ,,mrFir LTE 100/850/PCS 3 i JMA MX06FR0840-02 12' 115 HYBRID (100') (4) RAYCAP CUu� t". .v1 ,1 "I Fvv� 4-1,1!ED LTE 700/850/AWS 1 1 ERICSSON 2205 B46 IAA 150' (1) ERI1SSON 4449 RMZDC-6627-PF-48 RECEP!ED GAMMA 2 1 ANTEL BXA-80063-8CF 72' 205' (2) (1) ERNSSON 6643 FEB5G E 2 5 21 �' F TUKWILA 1 JMA MX06FR0840-02 1/8' 2208 (1) ERaT (1) ERNCSSON 6101 LTE 700/ 4 1 JMA M%06FR0840-02LTE 72'195 (1) EPoCSSON 4449 CRY of Tukwila 39 700/850/AW5 1 1 ERICSSON 2205 846 UA T �� 1 iG DIV S)C Y70' (i) E ICSSON 8843 PIRMIT CENTER DELTA 2 1 JMA M%06FR0840-02 72' 305 (1) ERICSSON 2206 LTE 700/850/PCS 3 1 JMA MX06FR0840-02 (i) ERICSSON 6701 LTE 700/850/AWS INSTAUATION NOTES: 1, CONTRACTOR TO VERIFY ALL EQUIPMENT MODELS, LOCATIONS AND CONFIGURATIONS WITH CURRENT VERIZON SMR. 2, CONTRACTOR TO FIELD VERIFY ALL CABLE LENGTHS PRIOR TO ORDERING MATERV'MS. 3, CONTRACTOR TO INSTALL ANTENNAS MANNING MINIMUM REQUIRED SEPARATION DISTANCES FROM EXISTING APPURTENANCES AND TO AVOID INTERFERENCE WFIH INTENDED PATH, 4. CONTRACTOR TO FIELD VERIFY AZIMUTH, CENTERUNE HEIGHT AND MECHANICAL DOWNTILT. IF INCONSISTENCIES BETWEEN DRAWINGS AND ACTUAL CONDITIONS ARISE, ENGINEER SILL BE NOTED, ANTENNA SCHEDULE (PROPOSED) 3 verizon' AMERICAN TOWER® POWDER RIVER EapowmgSmia,LLC wnphneadn.mm BUSINESS LICENSE A: 3004 REVISIONS My /27/18 10 8 /14/18 ISSN ED FO PN A 0/26/1 S0120 FOR GISTERED 0020EVCT GLENNWALKER TATE OF WASHINGTON II/22]/lY SITE INFORM4T10 ATC 4:410167 6668INDUSTRY DR TUKWILA, WA 98188 KING COUNTY SHEET TITL ANTENNA PLANS JPN HEFT NUMBER: C-3 NE CON4NN N OFCA NC 01S ER fl TES TO CIRRI i sou J AAA 12:M4 SECTOR 1 KS 81 AAR 4,141,-H•E,1. It *to.. LI IJ 1,111T AM AA UL ,1 RIT 11:41:1:„ ,11,1,14i1,1i 1 ilw1vIv rim SECTOR2 81 11111:100 E E 1•11111EMMI 0000000000:13 SECTOR Avs 1111=1:1 0000 DOflOUUIO clao liE=111 0 u0 00000000001101 2 Z C 11=12=IMI 1000000000010 REI/P!'iD OR CODE caf:,PLIANCE AK4OED FEB 25M City of Tucwila BUILDING DIVISION SECTOR 4 15881 TE I vf 181* 11111111 ng 41144 Li Li ,1„ 4,1,1,1,4„1,1 1111)1.11111.101v RECEIVED CITY OF TUKWILA FEB 0.7 "M PERMIT CENTER verizoe A AMERICAN TOWER POWDERVE EnikengSets,12 mapaAdrivetraom BUSINESS LICENSE # 3004 REVISIONS DEsuffic,N 80 /21/18 IGN CONSTR81I188 8 SSUED FOR REM 901 199 A ID/26/18 188180 R DR 93 198 GLE30O304IJOER ST " OF WASBGION 0/01/18 ItAd SAVAMA AS MIMS IF SEM NE 51011 KW AI KM OF PAW AO WA& WM, AC IMMIX PA= RA AAA KY AI AIX NE DE= OR RA POE DAVAO AA XMAS Mt II6I 160 AIN PM MAW Ai OM KOS AIS IMITh AVM Or A( DOM SITE INFORMATION ATC #: 410167 566B INDUSTRY DR TUKWILA, WA 98188 KING COUNTY SHEET TITLE: RF INFORMATION RF CONFIGURATION (PROVIDED BY VERIZON) THE INTONATION CONTAKED IN NS SET OF 8181800055 DOCUMENTS 2 PROPRIETARY BY NATURE. 551118009 MORE OTHER TANN 15551 911104 RETRIES TO 081194 WAKES IS 51540121 PRONIKTJ), SHEET NUMBER: C-3.1 MASTERLINE Classic Hybrid (MLC )12124 Low Inductance Hybrid Cable MLCH product properties RRH side (Side A) 24x LC umboot BBU side ar: l 0.3710 0.52 metes 114 518 20 471mh1 O.664 meter t2614 inch) FdTer optic breakout Alarm pans, pow pis, ccwnmma drain wre id. 3,415 meter (56.3 I Alarm puts, pet pairs, corm ;inn Oft codymele aamQmnam MOM kYneFii91 OWN kM a g(well wampum/al PVC VC Gownem9MmImmoNt/i 0 u7 ,96ee1 a0 :rower1Q1 9dirn7np CmmmJ (*MI Motif I M 19mY4nMMalMIWOK I 1,11561:1 047a011991 ReluOdme( UIni Mara MUG WO ssC IN Ng mrowuM9 HOY Copia AMIN Nleernemme el 1.779 EIRDW (Q,ie 17k1 04001106, MU 1100Fai M311 I07am1MM,W0a QmItr0,11 Pit MIL Mal IMMO crabobtmyp1.0al 06tls ME I.Ar•ssrW7-61 OmIlia O OMM dlli•9In'a➢.1SgI Rom oalMry MnJM 9mtot pip) Beavai J Ny+a I t$ &Off 7ik90Nide kletQa Roe ROM »1e Pniu mpMtN9ea OD: CC.,r?LIANCE FEB 2 5 C019 City of Tukwila BUILDING ��DIVIISIONMsnsmaa99ke RECEIVED Ma CITY OF IUK VITA FE2 0'7 g19 PERMIT CENTER NwEREMEI 'tervarsinArNq 4pf hatk00M9 An' 11p1n$a. RUBER+BURNER xce fence in Connectivity Solutions verizon' A AMERICAN TOWERe POWDER RIVER EroPeOrg Schur owmpoideMerdyicom BUSINESS uCENS 3004 REVISIONS DATE DESCRIPTION I I/27/16 IOOE CONSTRUCTION I1/14/18 ISSUED FOR EVER 913 JPN A 10/26/18 ISSUED FOR F N 90A JPN GLE5NWWALKER ST.AIEOFWASHNGTON I1/2)/18 NNuasswaSPECIA H6.ASMOansaSCE,ME NmSki umxra Pirontt14PXCR4MRM AN uoNAM PRAM NMMexreNwk to ERARO M N;<. 116Z mOMCS la YECRAIN 48 naiVSEDAYMYMOM 4APf4OleM0E16 minor48NREN1uarMaXWM, SITE INFORMATION ATC 8:410161 S66B INDUSTRY DR TUKWILA, WA 98188 KING COUNTY SHEET TITLE: CABLE SPECIFICATIONS SHEET NUMBER: HYBRID CABLE INFORMATION THE INFORMA4ON CONTUNE° IN THIS SET OF 0C110N DOCUMEN15 5 PROPRIETARY 9Y EANRE. SAY USE OR D1R10SURE OTHER THAN MAT Na S NCY C-3.2 ROA ART NO. DESCRIPKIN M17219.71 HARDWARECII NeWSIlow 2 4977.1 PI ATE 6598 11 49 5 761134240 X2I 1011 105-4017211 2 iiI17 •• I 3-8854 .3 FODP 0 .57 165 WAIN 0 PIPE LB4131 83856 WEICer MT-217 2.275' 24PLAN END PPE MTP48 1811 LBS MT-216 2.375" 18 PLAII4END PIPE 4,709.543 21.73 LBS 1MT-219 2.375' 48 PLANEND PPE MT-550 33 LBE MT-21943 2.375' 83" PLAINES° PIPE MT-55043 29.77 LBS MT-213-72 .237SOT PLAIN EMI) PIPE MT-851 32.463S MT:219.84 x 84' PLAIN EM) PPE k61-551-81 3836185 M7-90 2.375. BP PLAIN END PIPE 10-651.3 3.54 IBS MT-23-108 2.377 136" RAP END PIPE MT-651-108 .4323 LBS MT-220-120 2.375' x126RAP END PPE MT-537 48.E1LBS •f• 1 ico• uscolo• 1, F I MI ItiViKkif twaLloco•44*44017•4*? ] •I r el/t4 42,A44447AII 1 J0 na AVOAPKI,MI,D,OrN, 1..yrIIc. IIIIII, 01, v.,0,4*44 MK.* (41,01 I ACO *014 040 PIPE MOUNT KIT SCALE: N.T.S. 3 RUSIN IIEI an, pato I WWI. 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Mr SrlatfiwalieW 13 11.11 10741in I MU !MOW 0OM01010334411 13.001403100317 •.:,`kCille. -.:,..4 , 6.z.,-;::::-_ , s 1,10yr '43.! _ I -,. . , , •7•4sic, ' 7-N'A 1.1tiONANAI00440,7 IOVAANCIROPEI glIMI01111,01041110,11111,1101111,11, 4al4,111444IIMIODIV titalt,set0,101101144011.10.3.11 VAVVA04841041144U07,001004, 1101,1011tuttla 14010411,111Utt) IVORIlka"2 IVAIPLARAMIIMIT VIIIIIVRAYS 1 4wet. A V ..44 04*444 ,,,,,,,,, 341145414 9004.4 .444. .* ,11. 77— "HP712W 7 we KO (44. CPA MOW 144 4; AP ONSIONER ROA a. AVE 7 1.7k;:- COD: CC:.T,,LIANCE AI,P1,;LIVLD FEB 25 19 . toaktuatst a . 41/41104445M4 ,. . . . . . . $01/000•Aaf mon. ,7 ' lit, City of Tulmila lb • I i ,, .. , 3•.••• ty W. ,,„,.. ... . . • 'k , '-.1".......1' ' ...„ e• r: „,. il ,, tejr . . . DIVISION . 11- 1,0, ..s.:'.'41 I lt,... 7'7 q --' 111ED + t.' ""..' TU(\Y{ , It, e 4 et- FL, 0'7 2r.119 r wour----..777 . Or 1101nr PERMIT GENII . . . • —.14"."4 4.;' .-;...—_,;-,. I :4.1 illil ,,,,,,,,...4.-,•:-.;.--' liVili1.1,!'''' ' 19 10183480500165 irttamIls. auatLMFORIIIMI MX /MAI :B. , 1414,1* tt,,,,,,,,, tt,,,, irAIMIcomiamitiliaoleilitSflrn ilill,100,,awititallitart romposamommouomoommes VISICIMMOXIIIMithIlI,INONCIIIII 11,111410**111 40111.011.1.01/7 tittlawillutatr 4.444 044449 CU EMIT 4414444944 444 849.124 WA 9A 11 02 woo. WPM *MP Mt Mail Om P49.1204 ER verizoe A AMERICAN TOWER® POWDER RIVER 5061 &ekes, IC oromdkrival BUSINESS LICENSE 3004 REVISIONS DESCRIPTION /27/i8 IOC% 37151170013 8 11 /14/18 ISSCED FOR A 10/25/1E ISSUED FOR RENEW 93 AFN GLENWALKER STATE OF WASHINGTON 11/27/IE, PONS SP0*124106, tS Men of Otott SNI1 WA MVP OM NI TOW 44*0414895104184934086*0849*0?4*408( CE =I OR qt. RE SIM id MARX Mt 4111 tt CI OMR MMUS IittIt MAIM =DI, OF IX Et41181, SITE INFORMATION ATC #: 410167 666B INDUSTRY DR TUKWILA, WA 98188 KING COUNTY SHEET TIRE: EQUIPMENT DETAILS NOT USED 4 4-SECTOR PLATFORM DETAIL SCALE: MT.& INFORIOTON 00476822 447499651 8020431840708 COCUMENTS IS PRONOUN' RY NAME, USE7OR NOME PER WW1 OK WHEA ROTES 70 CARRIER SERNCER 18 S29301.7 PRONIFTO. SHEET NUMBER C-4 1 xis e E 1 41(5SOR 0 lfUe _ a ' 1 i • WWu1 HEN I �°'' Puri II +NOFRCTURER: JM4 WIRELESS MODEL MR06FR0840-02 iW'DGHT: 150 LB DIMENSIONS: HrWxfY, 95.9" x 19.8' x 10.1' FREQUENCY: 698 - 798 MHz 824 - 894 MHz 1695 - 2180 MHz CONNECTIONS: (6) 4.3-10 FEMALE MANUFAGTURER: ERICSSON No0EL 2205 B46 L14 WEIGHT: 1.8 LB DIMENSIONS: HAW 7,8° x 7,8" x 1,0' FREQUENCY: 5150 - 5925 MHz ( ( a: _ MANUFACTURER: RAYCAP MODEL R1/2DC-6627-PF-48 WEIGHT: 43.0 LBS DIMENSIONS: HxWxD: 35.0' x 21.0' x 18.0' RRU QTY: 12 OVP INFORMATION SCALE. N.T.S. 5 ANTENNA INFORMATION SCALE N.Ts. 3 ANTENNA INFORMATION SCALE: N.T.S. 1 DISTRIBUTION ovp BOX DISTRIBUTION OVP BOX MOUNTING aRnDKET PLATFORM 0R T-ARM 4 • �(-r�I l!0II �� 0• �q I '' 7\ 111 T ,/ _ T/ BACK TO PIPE MOUNT: (S E PRO BBPM BOCK K1) F - 4.' ..._ a R,,,.., ,,,,,...,, COD: CC' ;i'! IANC" �� E L�VUrUa��i'+.. NCR, FEB25"L:19 City Of Tukwila BUILDING DMSIC N TOP / 1)4, /� r BRACKET MOUNTING E00 N.), (DTP,) REtSVERNA OF TUKWILA CENTER s • , �r�1�; II� RFSAPM40-2 ANTENNA BRACKET (OR CITY ) 1 1,,'{'�, N 1�\ERMIT BOTTOM BRACKET MANUFACTURER; ERICSSON MODEL 6701 MCiGH6 29 LB DIMENSIONS: HOW: 20,5' x 4,9' x 7.9' FREQUENCY: B00 - 1600 MHz OVP ATTACHMENT DETAIL SCALE N.T.S. 6 ANTENNA INFORMATION SCALE N.T.S. 4 ANTENNA ATTACHMENT SCALE N.T.S. 2 verizon' AMERICAN TOWER§ POWDER RIVER E NNN;4Ex5M6,00 wipikeoltrionom BUSINESS LICENSE 3004 REVISIONS DATE 11/21/18 loot 8N5TNucoo4 0 11/14/18 6S1E0 FOR KM 90% JPN 10/26/18 6611E0 FOR KNEW 90S JNN GLENT W!AI}OR STATE OF WASHINGTON 111/227/1B SITE INFORMATION ATC 8:410167 5668 INDUSTRY DR TUKWILA, WA 98168 KING COUNTY SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: C-5 4E INFORw00N CONTAINED 91 NN6 SET OF CONSTRUCTION DOCUUENIS 5 PROPAEA41 NI' NATURE. AM USE ON 06C105URE PEN VI MAT WHICH RELATES TO GARNER SERdCE6 6 mar ROVED. VED. 5G ANTENNA & RRU ATTACHMENT DESIGN BY OTHERS MOUNTING BRACKET (BY OTHERS) Unil oI mumsulemenL mm Type Minimum Dinensian Imm) Maximum Dinienaioo Ion) Pole Clamp 040 01`D OW 0300 0260 0300 0 MANUFACTURER; ERICSSON MODEL 2208 WEIGHT: 10.1 LBS DIMENSIONS: HxWxD: 7.9' x 7.9' x 4' FREQUENCY: 2575 - 2635 MHz (UL) MANUFACTURER: ERICSSON MODEL 4449 813 & B5 WEIGHT; 85 LBS DBMENSIONS: HAWND: 28' x 15' x 10' FREQUENCY: BAND13: 777-77MHz(UL) 748-76MHz (0L) BAND5: 824 - 8 9 MHz (UL) 869 - 894 MHz (DL) 5G PIPE ATTACHMENT DETAIL SCALE: N.T.S. 4 RRH INFORMATION SCALE: N.T.S. RRH INFORMATION SCALE: N.LS. 4014oundteg0:H710S' deg rnlle:eg:l''Io5 90 dig moo L egs: I'lo SS OEOCUTION a'r ho, tiro Sod Ciro kt000l NA On UTll,a ytrptgPWi Il2zi.00koxit0,70f o 1Rt IY Ni Cooke. N yoloot IlY S1Ee:O Rosenbe!Mar T;t Universal RRU Mount ON D215RRU E PoP,NTiE I IN ;F a,..;l; co C(; L41i4CE A%i'x1u4�r FEB 25 City ofTuk'(ila BUILDING DI\ISIDN (RED F TUKWILA 072 9 IT CENTER MANUFACTURER: ERICSSON MODEL 8843 B1 & 866A WEIGHT: 85 LBS DIMENSIONS: HxWxD: 28' x 15' x 10' FREQUENCY: BAND 2: 1850 - 1910 MHz (UL) 1930 - 1990 MHz (DL) BIND 66/u 1710 - 1780 MHz (UL) 2110-2180MHz (DO verizon A AMERICAN TOWERm POWDER RIVER Efrem son iLe r xp ormo vam BUSINESS LICENSE #: 3004 REVISIONS CEUAIPIIDN INT II/zT/IR lzo% ['0NS16CCPON 11/H/18 ISSU[O FOR RENEW 90x 10/%/18 ISSUED FIN SEM X% utR JPN JPN GLENNW00000 STATE OFWASHTNGTON I1/21/1B 1OE US MO MIttoiS, OISIMENIS Of mmn MO Wit KoWi fNf WA Of POMOfddA attttPum NER RLLt Mx x lot RUM Flit NO Kr Aa Wi A$EktWtDOR KA TK%MOS AV SPOOOMob9K1 Kd % OKO Ar AWPM+ OR PmM 05 OHO MVO MOM OM Ctl8M1 tf Tiff NKR SITE INFORMATION ATC 9:410167 566E INDUSTRY DR TUKWILA, WA 98188 KING COUNTY SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: MOUNT DETAIL SCALE: NT,S. 5 RRH INFORMATION SCALE N.T.S. 2 THE INFORN&ON CONTAINED W iNS SET OF CONS AUCOON DOONA NIS IS PROPRIETAT' of 111X1K V USE OR NSCLOSURE ETHER TH4N N4T WHCN REUIES 10 CPRRNR SERIES S S RKT Y RR0118 C-6 COPPER (HAGER (TYP.). N'si Oh(i 4"R241/4" 0R j2 AWG COPPER MAIN GROUND EXISTING CADWELD BAR AND +e+ r I GROUND APPROVED EQUIVALENT) SOLID CONDUCTOR GROUND GROUND '4! h�,Aj\4 (i 00 °(�°) Y1A1i°��° TINNED BAR TINNED TO BAR OR RING TO BUS RING 't �J' 0 ��°h 1 9 ° ' j ,' COPPER CABLES GROUNDING 3/8" HARDWARE BONGING CONDUCTORS 10 AND EQUIPMENT, SEE PLANS FOR DETAILS BOLT AND (TYP.) CHERRY BUS BAR INSULATOR (TYR OF 2). NOT USED WHEN DIRECT ATTACHMENT TO TOWER STEEL IS REQUIRED WAIL -MOUNT BRACKET OR ANGLE ADAPTER (AS REQUIRED) NOT USED 5 NOT USED 3 GROUND BAR DETAIL SCALE. N,T.S. I. CADWELD CONSTRUCTION CADWELDS 2. CONFIRM CADWELDS �...� TYPE TYPE 'TYPES' SHOWN ARE EXAMPLES. MANAGER FOR SPECIFIC TO BE USED FOR THIS WITH 10WER OWNER THAT IS ACCEPTABLE, PRIOR 2-YA-2 GT TYPES PROJECT. THE 10 INSTALL TYPE TYPE CO' CC, , :LIRI,;CE CCNSULT W ; " sT, OF F s iu N . USE OF 110N. FEB 2 ^IA City of Tukwila BUILDING r'VISION � REcc1� i 05C11 1yOf . ssr FEB 07 i019 PERMIT CENTER YA-2 1`'I( 1{,A TYPE P1 NOT USED 6 NOT USED 4 CADWELD CONNECTION TYPES SCALE: N.T.S. 2 0ECOSURE DINER Y PRDNIRNED. verizon' A AMERICAN TOWER* POWDER RIVER Eryiv6tlrySaniss,tLC nwpawisiiffdevaa BUSINESS LICENSE k: 3004 REVISIONS RD D4¢ DESCRIFOR 11/27/16 B 11/14/18 ISSUED FOR 140805 90% 10/26/9 ISSUED FOR RENEW 90% ha PIM WO S400804W CANNAtt SERMEAg NW SV4IPAN! tt4 PROW Of KW 401 MUM aR ¢0wi¢r4Rra 44otcrs 1111R04r OR WE IRE EWW1W OR NR. 1E WAIWCS PO MOW SC tW7 OE SID NY MY POO 44 PRR+ 5NP(RR KM MOWR PPM 451D1Ri541W➢&DOER SITE INFORMATION ATC 0:410167 566B INDUSTRY DR TUKWILA, WA 98188 KING COUNTY SHEET TITLE GROUNDING DETAILS SHEET NUMBER: G-1 THE IVOR PION CONOOPED IN 114 SEP Di C 1110N DOCUIR PR QUANTUM CONSULTING ENGINEERS November 9, 2018 KV Lew Adapt Engineering, Inc, 615 8TM Avenue South Seattle, WA 98104 Subject; Verizon East Andover Analysis 574 Industry Drive Tukwila, WA 98188 King County Quantum Job Number: 18780,01 Adapt Engineering Job Number: WA18-2I422-1•STR Dear Mr, Lew: At your request we have reviewed the Ve62on Wireless antenna mount for the above referenced site to determine if it is structurally sufficient for the proposed antenna and equipment modifications listed on the RFDS included in Section A of this report. Listed below is a summary of our findings: ► Based on our review of the RFDS, this site is to become a site with four -sectors of antennas. It is our reconunendation that the existing antenna mount be replaced with the Site Pro 1 Fortress Quad - Platform Mount" (Site Pro I t1F4P•I2W). Supplementary information can be found on SSK•A, which have been attached to this report. The antenna mount will be structurally sufficient after this modification has been performed. ► Analysis of the existing tower for the revised antenna and equipment loading is beyond the scope of our services for Ibis project, A complete tower analysis, to be performed by others, should be performed prior to modifying the Verinon antennas and equipment. The contents of this letter and our structural analyses are based on information obtained from your firm. Our analysis assumes that the structure and the existing antenna mount were properly designed and constructed. Since we have not visited the site, Quantum Consulting Engineers makes no claim regarding the current condition of the structure. If defects (e.g, damage, corrosion, etc.) are noted at the existing antenna mount or its connections to the existing steel tower, Quantum Consulting Engineers should be contacted so that appropriate retrofit options can be discussed regarding this project. Please feel free to call our office if you have questions or comments regarding any item in this letter. Sincerely, Quantum Consulting Engineers, LLC Sandro Kodama, P.E., S.E, Principal 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.951.390D FAX 206.957.3901 www.quaRNmce.com 11 QUANTUM I0�i 4ti,n4 11.1 E11 STRUCTURAL CALCULATIONS (Permit Submittal) November 9, 2018 VERIZZON EAST ANDOVER MOUNT ANALYSIS 574 INDUSTRY DRIVE TUKWILA, WA 98188 KING COUNTY Quantum Job Number:18780.01 Adapt Engineering Job Number: WA18.21422-1.STR 1,'l CO:: CC. LMCE fll•I 1,6Y r ) FEB25/019 City of Tukwila BUILDING DIVISION SUMMARY OF RESULTS MOUNT COMPONENTS PASS WITH MODIFICATIONS Prepared far: ADAPT ENGINEERING, INC. 615 r Avenue South Seattle, WA 98104 Prepared by; QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 E0711`9 PERMIT CENTER verizon AMERICAN TOWERo POWDER RIVER ERpraergSanicas,11C woosiNamnttaramm BUSINESS LICENSE #: 3004 REVISIONS DESCRIPTION HT a 11727/15 rex cn nRR!D5 11/14/18 ISSUED FOR REw'OY 90S A 10/10718 ssuso FCR RMEW 90% QUANTUM r0111U111Rt 14118I111 SITE INFORMATION ATC 0:410167 5668 INDUSTRY DR TUKWILA, WA 98188 KING COUNTY SHEET TITLE; MOUNT ANALYSIS REPORT THE INFORaA7ON CO IH 7MS Sr OF CONSTRUCTION OOCU4&N1S IS RPO 0(T401 88 NATURE. ANY USE 0R DISCLOSURE OTHER THAN THAT WHICH RELIES TO CAQR0R SERNCES IS MY PR0HI01E0. SHEET NUMBER: V1A•1 AMERICAN TOWER® CORPORATION Structure ATC Site Name ATC Site Number Engineering Number Proposed Carrier Carrier Site Name Carrier Site Number Site Location County Date Max Usage Result Prepared By: Aaron Mccullough, E.I. Structural Engineer I Structural Analysis Report : 70 ft Monopole : Seaeandover WA, WA : 410167 12613424_C3_02 Verizon : E Andover : 102594 - P-547701 : 566B Industry Dr. Seattle, WA 98188-3404 47.454400,-122.248200 : King : November 29, 2018 : 40% : Pass Reviewed By: RECEIVED CITY OF TUKWILA FEB 07 2019 r= G COD,: CC,:;;,LI ,;JCE FEB 252019 City of Tukwila BUILDING DIVISION Expires: 12/02/2019 PERMIT CENTER Authorized by "EOR" 30 Nov 2018 4:18 PM Cosign dl9 COA: 3408 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468 2 Office - 919-466-5414 Fax - www.americantower.com Eng. Number 12613424_C3_02 November 29, 2018 AMERICAN TOWER' 0 RP ORATION Table of Contents Introduction Supporting Documents Analysis Conclusion Existing and Reserved Equipment 2 Equipment to be Removed 2 Proposed Equipment 2 Structure Usages Foundations Deflection Sway Standard Conditions 4 Calculations Attached ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com AMERICAN TOWER' CORPORATION Eng. Number 12613424_C3_02 November 29, 2018 Page 1 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 70 ft monopole to reflect the change in loading by Verizon. Supporting Documents Tower Drawings Valmont Job #10590-91, dated September 27, 1991 Foundation Drawing Alpha Tower Design Project #910072, dated October 3, 1991 Geotechnical Report RZA-Agra Report #W-7789, dated September 20, 1991 Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second -order effects per ANSI/TIA-222. Basic Wind Speed: 85 mph (3-Second Gust, V,d) / 110 mph (3-Second Gust, Vult) Basic Wind Speed w/ Ice: 30 mph (3-Second Gust) w/ 1/4" radial ice concurrent Code: ANSI/TIA-222-G / 2015 IBC Structure Class: II Exposure Category: B Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss = 1.45, Si = 0.54 Site Class: D - Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100- Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax • www.americantower.com Axw8ERICummmTOWEwm° Existing and Reserved Equipment Eno Nummber13G134 Novenmber29, 2018 Page Elevation' `ft)` Oty . Antenna K�ountTypc Lines CarrierMount� �D � 70� 74O� 1 Antc|BXA'80O9O/4[F P|a�nrmwlHandmi|s (6)7/8"Coax Vehzon 1 Ante|8XA'0O86]/4[F Equipment to be Removed Elevatio HM `�` Qtv ' Antenna K�ountlyne Lines Carrier Mount RAD 73'0 3 Ante ' (6)7/8"Coax (3)143"(36.4mm) Hybrid Verizon 6 Antel H 3 RaypapRxxD[-331S' F~48 6 EhnaonRadio Z3Z1ZBand 1J 66A �� ' ` variants 3 Ericsson Radio 884] 6 ]IVIAWireless DBC-67~C-2SF 71.0 1 Ante|BXA-80O6]/8[F Proposed Equipment Elevation' �d ' ` (tty Antenna Mountlyme Lines Carrier Mount RAD 70.0 75]] 3 Ericsson Streetmacno67O1 Platform w/Handrails (4)11/4"HybhOex Veriznn 74.0 ] Ericsson RRUZ2O8 7I0 3 Ericsson Antenna ]I05E46(Integrated Direction Antenna) 72.0 4 Ericsson B843Rev I 4 Ericsson Radio 4449'813&8S 4 RaycapRVZDC-66Z7'PF48 1 Ampheno|Ante|BXA'80063-8[F'ED|N-X O JN1AWireless K0XD6FRO84O'O2 'Mount elevation is defined as height above bottom of steel structure upthe bottom of mount, RADelevation mdefined as center of antenna above ground level (AGIL), Install proposed coax inside the pole shaft. - ATCnower Services LLC'3500Regency Parkway, Suite 100'Cary, NC 27518oe468-0112Office 'y19-466-54mFax - www.americamower.com AMERICAN TOWER' CORPORATION Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 23% Pass Shaft 31% Pass Base Plate 13% Pass Foundations Eng. Number 12613424_C3_02 November 29, 2018 Page 3 Reaction Component Original Design Reactions Factored Design Reactions* Analysis Reactions % of Design Moment (Kips -Ft) 800.6 1,080.8 428.7 40% Shear (Kips) 15.3 20.7 8.1 39% * 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 those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Elevation (ft) Antenna Carrier Deflection (ft) Sway (Rotation) (°) 70.0 Ericsson Antenna 2205 B46 (Integrated Direction Antenna) Verizon 0.160 0.224 Ericsson RRU 2208 Ericsson Streetmacro 6701 Ericsson 8843 Rev 2 Ericsson Radio 4449 - B138tB5 Raycap RVZDC-6627-PF-48 Amphenol Antel BXA-80063-8CF- EDIN-X JMA Wireless MX06FRO840-02 *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 • Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com AMERICAN TOWER* C O R FOR AT 10 N Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: Information supplied by the client regarding antenna, mounts and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com Job Information © 2007 - 2018 by ATC IP LLC. All rights reserved. 30'-0' 0'0' 45 -0' 5/16' Thidt (36 KSI) 60' 30'-0' 3/8' Thick (36 KSI) Pole : 410167 Code: ANSI/TIA-222-G Location : SEAEANDOVER WA, WA Description : Client : VERIZON WIRELESS Shape : 12 Sides Height : 70.00 (ft) Base Elev (ft): 0.00 Taper: 0.2200011in/ft) Struct Class : 11 Exposure : B Topo : 1 Sections Properties Shaft Length Section (ft) Diameter (in) Accross Flats Top Bottom Thick Joint (in) Type Overlap Steel Length Grade (In) Shape (ksi) 1 30.000 2 45.000 31.60 38.20 23.42 33.32 0.375 0.000 0.313 Slip Joint 60.000 12 Sides 36 12 Sides 36 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Qty Description 70.000 72.000 4 70.000 73.000 3 70.000 74.000 3 70.000 75.000 3 70.000 72.000 8 70.000 72.000 1 70.000 72.000 4 70.000 72.000 4 70.000 70.000 1 70.000 74.000 1 70.000 74.000 1 Ericsson Radio 4449 - B13&B5 Ericsson Antenna 2205 B46 (Int Ericsson RRU 2208 Ericsson Streetmacro 6701 JMA Wireless MX06FRO840-02 Amphenol Antel BXA-80063- Raycap RVZDC-6627-PF-48 Ericsson 8843 Rev 2 Flat Platform w/ Handrails Antel BXA-80063/4CF Antel BXA-80090/4CF Linear Appurtenance Elev (ft) From To Description Exposed To Wind 0.000 70.000 1 1/4" Hybriflex No 0.000 70.000 7/8" Coax No Load Cases 1.2D + 1.8W 0.9D + 1.8W 1.2D + 1.0Di + 1.0Wi (1.2 + 0.2Sds)" DL + E (1.2 + 0.2Sds) * DL + E (0.9 - 0.2Sds) * DL + E (0.9 - 0.2Sds)* DL + E 1.0D + 1.0W 85 mph with No Ice 85 mph with No Ice (Reduced DL) 30 mph with 0.25 in Radial Ice Seismic Equivalent Lateral Forces Method Seismic Equivalent Modal Analysis Method Seismic (Reduced DL) Equivalent Lateral Seismic (Reduced DL) Equivalent Modal Serviceability 60 mph Reactions oad Cas Moment Shear Axial (kip-ft) (kip) (kip) 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0Wi (1.2 + 0.2Sds) * DL + E ELFM (1.2 + 0.2Sds) " DL + E EMAM (0.9 - 0.2Sds) * DL + E ELFM (0.9 - 0.2Sds) * DL + E EMAM 1.0D + 1.0W 428.72 427.70 38.58 321.51 470.65 319.93 468.21 133.28 8.06 8.05 0.74 5.73 7.47 5.73 7.46 2.51 14.96 11.22 19.14 16.26 16.26 8.26 8.26 12.47 Dish Deflections 70'-0' 30'-0' 45-0" 5/16.Thick (36 KSI) 60' 301-0v 3/6"Thick (36 KSI) Load Case Attach Deflection Rotation Elev (ft) (in) (deg) 0.00 0.000 0.000 0'0' 70.000 65.000 - 60.000 - 55.000 - 50.000 45.000 — 40.000 -, 35.000 - w 30,000 - i ! 25.000 20.000 15.000 - 10.000 5.000 0.000 - Load Case : 1.2D + 1.6W Max Ratio 30.69% at 0.0 ft I ' I ' I i 1 111 IIIllIl1llIII1 1 . i , . . 1 1 0.02 0.07 0.12 0.17 0.22 0.27 0.32 0.37 0.42 0.47 0.52 0.57 0.62 0.67 0.72 0.77 0,82 0.87 0.92 O. Interaction Site Number: 410167 Site Name: Customer: SEAEANDOVER WA, WA VERIZON WIRELESS Code: ANSUTIA-222-G O 2007 - 2018 by ATC IP LLC. All rights reserved, Engineering Number:12613424_C3_02 11/30/2018 11:39:26 AM Location : Code: Shape : Pole Type : Pole Manfacturer : KING County, WA ANSIITIA-222-G 12 Sides Taper Valmont Analysis Parameters Height (ft): Base Diameter (in) : Top Diameter (in) : Taper (in/ft) : Rotation (deg) : 70 38.20 23.43 0.220 0.00 Structure Class: 11 Exposure Category: Topographic Category: 1 Crest Height: 0 ft Ice & Wind Parameters Design Wind Speed Without Ice: Design Wind Speed With Ice: Operational Wind Speed: Design Ice Thickness: 85 mph 30 mph 60 mph 0.25 in Seismic Parameters Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class: D - Stiff Soil Period Based on Rayleigh Method (sec): TL (sec): S s: Fa: Sds: 6 1.445 1.000 0.963 0.78 p: Si: Fv : Sdl 1 0.538 1.500 0.638 Cs: C s Max: C Min: 0.460 0.460 0.042 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0WI (1.2 + 0.2Sds) + E ELFM (1.2 + 0.2Sds)* DL + E EMAM (0.9 - 0.2Sds) * DL + E ELFM (0.9 - 0.2Sds) " DL + E EMAM 1.0D + 1.0W Load Cases 85 mph with No Ice 85 mph with No Ice (Reduced DL) 30 mph with 0.25 in Radial Ice Seismic Equivalent Lateral Forces Method Seismic Equivalent Modal Analysis Method Seismic (Reduced DL) Equivalent Lateral Forces Method Seismic (Reduced DL) Equivalent Modal Analysis Method Serviceability 60 mph Page: 1 Site Number: 410167 Code: ANSI/TIA-222-G 02007 - 2018 by ATC IP LLC. 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Site Name: Customer: SEAEANDOVER WA, WA VERIZON WIRELESS Engineering Number:12613424 C3_02 11/30/2018 11:39:26 AM Shaft Section Properties Slip Sect Length Thick Fy Joint Joint Weigh Info (ft) (in) (ksi) Type Len (in) (Ib) 1-12 30.000 0.3750 36 0.00 2-12 45.000 0.3125 36 Slip 60.00 Shaft Weight Dia Elev (in) (ft) Bottom Area Ix (In 2) (in4) Top Wit D/t Dia Elev Area Ix Wit Dit Taper Ratio Ratio (in) (ft) (in2) (in4) Ratio Ratio (in/ft) 4,256 4,324 8,680 38.20 0.00 45.67 8340.8 24.62 101.87 31.60 30.00 37.70 4692.2 19.90 84.27 0.220000 33.32 25.00 33.22 4620.9 25.89 106.64 23.42 70.00 23.26 1585.7 17.41 74.96 0.220000 Discrete Appurtenance Properties Attach Elev (ft) Description Distance From Face Qty (ft) Vert Ecc (ft) Weight (Ib) No Ice -- EPAa Orientation (sf) Factor 70.00 Amphenol Antel BXA-80063-8CF- 70.00 Antel BXA-80063/4CF 70.00 Antel BXA-80090/4CF 70.00 Ericsson 8843 Rev 2 70.00 Ericsson Antenna 2205 B46 (Int 70.00 Ericsson Radio 4449 - B13&85 70.00 Ericsson RRU 2208 70.00 Ericsson Streetmacro 6701 70.00 Flat Platform w/ Handrails 70.00 JMA Wireless MX06FRO840-02 70.00 Raycap RVZDC-6627-PF-48 Totals Num Loadings:11 Linear Appurtenance Properties Elev Elev From To (ft) (ft) Qty Description 0.00 70.00 4 1 1/4" Hybriflex Cable 0.00 70.00 6 7/8" Coax 1 1 1 4 3 4 3 3 1 8 4 33 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.000 4.000 4.000 2.000 3.000 2.000 4.000 5.000 0.000 2.000 2.000 24.00 9.90 12.00 75.00 1.80 70.00 10.10 29.00 2000.00 75.00 32.00 3476.60 10.660 4.710 3.600 1.650 0.590 1.650 0.600 1.350 42.400 17.200 3.780 0.67 1.00 1.00 0.50 1.00 0.50 0.50 0.69 1.00 0.67 0.67 Coax Coax Projected Diameter Weight Width Exposed (in) (Ib/ft) Flat (in) To Wind Carrier 1.54 1.00 N 0.00 1.09 0.33 N 0.00 N Verizon N Verizon Page: 2 Site Number: 410167 Code: ANSI/TIA-222-G 02007 - 2018 by ATC IP LLC. 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Site Name: Customer: SEAEANDOVER WA, WA VERIZON WIRELESS Engineering Number:12613424_C3_02 11/30/2018 11:39:26 AM Segment Properties Seg Top Elev (ft) Description (Max Len : 5.ft) Flat Thick Dia (in) (in) Area (in2) Ix W/t D/t F'y S (in4) Ratio Ratio (ksi) (in3) Z Weight (in3) (lb) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 Bot - Section 2 Top - Section 1 0.3750 38.200 0.3750 37.100 0.3750 36.000 0.3750 34.900 0.3750 33.800 0.3750 32.700 0.3125 32.225 0.3125 31.125 0.3125 30.025 0.3125 28.925 0.3125 27.825 0.3125 26.725 0.3125 25.625 0.3125 24.525 0.3125 23.425 45.674 44.345 43.017 41.689 40.361 39.032 32.112 31.005 29.898 28.791 27.684 26.578 25.471 24.364 23.257 8,340.8 7,634.1 6,968.5 6,342.7 5,755.6 5,205.8 4,174.2 3,757.3 3,369.1 3,008.6 2,674.7 2,366.6 2,083.0 1,823.1 1,585.7 24.62 23.83 23.04 22.26 21.47 20.69 24.95 24.01 23.07 22.12 21.18 20.24 19.29 18.35 17.41 101.87 45.4 421.8 98.93 45.4 397.5 96.00 45.4 373.9 93.07 45.4 351.1 90.13 45.4 329.0 87.20 45.4 307.5 103.12 45.4 250.2 99.60 45.4 233.2 96.08 45.4 216.8 92.56 45.4 200.9 89.04 45.4 185.7 85.52 45.4 171.1 82.00 45.4 157.0 78.48 45.4 143.6 74.96 45.4 130.8 0.0 0.0 0.0 765.8 0.0 743.2 0.0 720.6 0.0 698.0 0.0 675.4 0.0 1,208.6 0.0 536.9 0.0 518.1 0.0 499.3 0.0 480.4 0.0 461.6 0.0 442.8 0.0 423.9 0.0 405.1 8,579.7 Page: 3 Site Number: 410167 Site Name: Customer: SEAEANDOVER WA, WA VERIZON WIRELESS Code: ANSI/TIA-222-G o 2007 - 2018 by ATC IP LLC. 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Engineering Number:12613424_C3_02 11/30/2018 11:39:26 AM Load Case: 1.2D + 1.6W Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.60 85 mph with No Ice 14 Iterations Wind Importance Factor 1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (lb-ft) (Ib-ft) (lb) (Ib) (Ib) (Ib) (Ib) (lb-ft) (lb) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 Bot - Section 2 Top - Section 1 Appurtenance(s) 175.8 346.4 336.2 325.9 315.6 308.3 304.5 303.7 304.4 303.3 300.8 296.9 291.8 285.8 141.2 0.0 918.9 891.8 864.7 837.6 810.5 1,450.3 644.3 621.7 599.1 576.5 553.9 531.3 508.7 486.1 3,882.0 0.0 6,025.0 4,171.9 0.0 0.0 175.8 0.0 0.0 0.0 0.0 35.9 346.4 954.8 0.0 0.0 0.0 35.9 336.2 927.7 0.0 0.0 0.0 35.9 325.9 900.6 0.0 0.0 0.0 35.9 315.6 873.5 0.0 0.0 0.0 35.9 308.3 846.4 0.0 0.0 0.0 35.9 304.5 1,486.2 0.0 0.0 0,0 35.9 303.7 680.2 0.0 0.0 0.0 35.9 304.4 657.6 0.0 0.0 0.0 35.9 303.3 635.0 0.0 0.0 0.0 35.9 300.8 612.4 0.0 0.0 0.0 35.9 296.9 589.8 0.0 0.0 0.0 35.9 291.8 567.2 0.0 0.0 0.0 35.9 285.8 544.6 0.0 0.0 0.0 35.9 4,023.3 4,693.9 0.0 0.0 Totals: 8,222.62 14,969.8 0,00 0.00 Page: 4 Site Number: 410167 Site Name: SEAEANDOVER WA, WA Customer: VERIZON WIRELESS Code: ANSI/TIA-222-G ©2007-2018byATCIPLLC. 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Engineering Number:12613424_C3_02 11/30/2018 11:39:26 AM Load Case: 1.2D + 1.6W Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.60 85 mph with No Ice 14 Iterations Wind Importance Factor 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -14.96 -8.06 0.00 -428.72 0.00 428.72 1,864.58 932.29 2,905.691,435.01 0.00 0.00 0.307 5.00 -14.00 -7.73 0.00 -388.44 0.00 388.44 1,810.36 905.18 2,738.341,352.36 0.04 -0.07 0.295 10.00 -13.06 -7.40 0.00 -349.81 0.00 349.81 1,756.13 878.07 2,575.951,272.16 0.15 -0.14 0.282 15.00 -12.16 -7.09 0.00 -312.79 0.00 312.79 1,701.91 850.95 2,418.531,194.42 0.33 -0.21 0.269 20.00 -11.28 -6.78 0.00 -277.35 0.00 277.35 1,647.68 823.84 2,266.071,119.13 0.58 -0.27 0.255 25.00 -10.43 -6.48 0.00 -243.43 0.00 243.43 1,593.46 796.73 2,118.571,046.28 0.90 -0.34 0.239 30.00 -8.93 -6.18 0.00-211.03 0.00 211.03 1,310.94 655.47 1,723.79 851.31 1.29 -0.40 0.255 35.00 -8.25 -5.88 0.00-180.14 0.00 180.14 1,265.75 632.88 1,606.44 793.36 1.74 -0.46 0.234 40.00 -7.59 -5.57 0.00-150.76 0.00 150.76 1,220.56 610.28 1,493.24 737.45 2.25 -0.52 0.211 45.00 -6.95 -5,27 0.00-122.88 0.00 122.88 1,175.38 587.69 1,384.17 683.59 2.83 -0.58 0.186 50.00 -6.34 -4.97 0.00 -96.52 0.00 96.52 1,130.19 565.10 1,279.23 631.76 3.46 -0.63 0.158 55.00 -5.75 -4.67 0.00 -71.67 0.00 71.67 1,085.00 542.50 1,178.43 581.98 4.15 -0.68 0.129 60.00 -5.18 -4.37 0.00 -48.32 0.00 48.32 1,039.82 519.91 1,081.77 534.25 4.88 -0.71 0.095 65.00 -4.64 -4.08 0.00 -26.44 0.00 26.44 994.63 497.31 989.25 488.55 5.64 -0.74 0.059 70.00 0.00 -4.02 0.00 -6.02 0.00 6.02 949.44 474.72 900.86 444.90 6.42 -0.75 0,014 Page: 5 Site Number: 410167 Site Name: SEAEANDOVER WA, WA Customer: VERIZON WIRELESS Code: ANSIITIA-222-G 0 2007 - 2018 by ATC IP LLC. 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Engineering Number:12613424_C3_02 11/30/2018 11:39:26 AM Load Case: 0.90 + 1.6W Gust Response Factor :1.10 Dead Load Factor :0.90 Wind Load Factor :1.60 85 mph with No Ice (Reduced DL) 14 Iterations Wind Importance Factor 1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (lb-ft) (lb-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.00 5.00 10.00 15.00 20.00 25,00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 Bot - Section 2 Top - Section 1 Appurtenance(s) 175.8 346.4 336.2 325.9 315.6 308.3 304.5 303.7 304.4 303.3 300.8 296.9 291.8 285.8 141.2 0.0 669.2 668.9 648.5 628.2 607.9 1,087.7 483.2 466.3 449.3 432.4 415.4 398.5 381.5 364.6 3,882.0 0.0 6,025.0 3,128.9 0.0 0.0 175.8 0.0 0.0 0.0 0.0 26.9 346.4 716.1 0.0 0.0 0.0 26.9 336.2 695.8 0.0 0.0 0.0 26.9 325.9 675.4 0.0 0.0 0.0 26.9 315.6 655.1 0.0 0.0 0.0 26.9 308.3 634.8 0,0 0.0 0.0 26.9 304.5 1,114.6 0.0 0.0 0.0 26.9 303.7 510.1 0.0 0.0 0.0 26.9 304.4 493.2 0.0 0.0 0.0 26.9 303.3 476.3 0.0 0.0 0.0 26.9 300.8 459.3 0.0 0.0 0.0 26.9 296.9 442.4 0,0 0.0 0.0 26.9 291.8 425.4 0.0 0.0 0.0 26.9 285.8 408.5 0.0 0.0 0.0 26.9 4,023.3 3,520.4 0.0 0.0 Totals: 8,222.62 11,227.3 0.00 0.00 Page: 6 Site Number: 410167 Site Name: SEAEANDOVER WA, WA Customer: VERIZON WIRELESS Code: ANSI/TIA-222-G ©2007 - 2018 by ATC IP LLC. 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Engineering Number:12613424_C3_02 11/30/2018 11:39:27 AM Load Case: 0.9D + 1.6W Gust Response Factor :1.10 Dead Load Factor :0.90 Wind Load Factor :1.60 85 mph with No Ice (Reduced DL) 14 Iterations Wind Importance Factor 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -11,22 -8.05 0.00 -427.70 0.00 427.70 1,864.58 932.29 2,905.691,435.01 0.00 0.00 0.304 5.00 -10.50 -7.72 0.00 -387.43 0.00 387.43 1,810.36 905.18 2,738.341,352.36 0.04 -0.07 0.292 10.00 -9.79 -7.39 0.00-348.83 0.00 348.83 1,756.13 878.07 2,575.951,272.16 0.15 -0.14 0.280 15.00 -9.11 -7.08 0.00-311.87 0.00 311.87 1,701.91 850.95 2,418.531,194.42 0.33 -0.21 0.267 20.00 -8.45 -6.77 0.00-276.48 0.00 276.48 1,647.68 823.84 2,266.07 1,119.13 0.58 -0.27 0.252 25.00 -7.81 -6.46 0.00-242.65 0.00 242.65 1,593.46 796.73 2,118,571,046.28 0.90 -0.34 0.237 30.00 -6.69 -6.16 0.00-210.33 0.00 210.33 1,310.94 655.47 1,723.79 851.31 1.28 -0.40 0.252 35.00 -6.18 -5.86 0.00-179.53 0.00 179.53 1,265.75 632,88 1,606.44 793.36 1.73 -0.46 0.231 40.00 -5.68 -5.56 0.00-150.23 0.00 150.23 1,220.56 610.28 1,493.24 737.45 2.25 -0.52 0.208 45.00 -5.20 -5.25 0.00-122.45 0.00 122,45 1,175.38 587.69 1,384.17 683.59 2.82 -0.58 0.184 50.00 -4.74 -4.95 0.00 -96.18 0.00 96.18 1,130.19 565.10 1,279.23 631.76 3.45 -0.63 0.157 55.00 -4.30 -4.65 0.00 -71.42 0.00 71.42 1,085.00 542.50 1,178.43 581.98 4.14 -0.67 0.127 60.00 -3.87 -4.36 0.00 -48.16 0.00 48.16 1,039.82 519.91 1,081.77 534.25 4.86 -0.71 0.094 65.00 -3.47 -4.07 0.00 -26.37 0.00 26.37 994.63 497.31 989.25 488.55 5.62 -0.73 0.058 70.00 0.00 -4.02 0.00 -6.02 0.00 6.02 949.44 474.72 900.86 444.90 6.40 -0.75 0.014 Page: 7 Site Number: 410167 Site Name: Customer: SEAEANDOVER WA, WA VERIZON WIRELESS Code: ANSI/TIA-222-G 2007 - 2018 by ATC IP LLC. 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Engineering Number:12613424_C3_02 11/30/2018 1139:27 AM Load Case: 1.2D + 1.0Di + 1.0Wi Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.00 30 mph with 0.25 in Radial Ice Ice Dead Load Factor 1.00 13 Iterations Wind Importance Factor 1.00 Ice Importance Factor :1.00 Applied Segment Forces Summary Shaft Forces Seg Elev (ft) Description Discrete Forces Linear Forces Sum of Forces Dead Wind FX Load (Ib) (Ib) Torsion Moment Dead Dead Dead Torsion Moment Wind FX MY MZ 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 Bot - Section 2 Top - Section 1 Appurtenance(s) 16.7 0.0 33.1 1,012.8 32.2 993.6 31.2 968.6 30.3 941.8 29.6 913.9 29.3 1,554.3 29.3 746.6 29.4 721.9 29.3 696.9 29.1 671.7 28.8 646.4 28.4 620.9 27.8 595.2 13.8 569.5 Load Wind FX Load Wind FX Load MY MZ (Ib) (lb-ft) (lb-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.0 0.0 16.7 0.0 0.0 0.0 0.0 35.9 33.1 1,048.7 0.0 0.0 0.0 35.9 32.2 1,029.5 0.0 0.0 0.0 35.9 31.2 1,004.5 0.0 0.0 0.0 35.9 30.3 977.7 0.0 0.0 0.0 35.9 29.6 949.8 0.0 0.0 0.0 35.9 29.3 1,590.2 0.0 0.0 0.0 35.9 29.3 782.5 0.0 0.0 0.0 35.9 29.4 757.8 0.0 0.0 0.0 35.9 29.3 732.8 0.0 0.0 0.0 35.9 29.1 707.6 0.0 0.0 0.0 35.9 28.8 682.3 0.0 0.0 0.0 35.9 28.4 656.7 0.0 0.0 0.0 35.9 27.8 631.1 0.0 0.0 333.6 0.0 510.1 6,982.9 0.0 35.9 347.4 7,588.3 0.0 0.0 Totals: 751.77 19,139.3 0.00 0.00 Page: 8 Site Number: 410167 Site Name: Customer: SEAEANDOVER WA, WA VERIZON WIRELESS Code: ANSI/TIA-222-G 02007 - 2018 by ATC IP LLC. 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Engineering Number:12613424 C3 02 11130/2018 11:39:27 AM Load Case: 1.2D + 1.0Di + 1.0Wi Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.00 30 mph with 0.25 in Radial Ice Ice Dead Load Factor 1.00 13 Iterations Wind Importance Factor 1.00 Ice Importance Factor :1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -19.14 -0.74 0.00 -38.58 0.00 38.58 1,864.58 932.29 2,905.691,435.01 0.00 0.00 0.037 5.00 -18.09 -0.70 0.00 -34.90 0.00 34.90 1,810.36 905.18 2,738.341,352.36 0.00 -0.01 0.036 10.00 -17.06 -0.67 0.00 -31.38 0.00 31.38 1,756.13 878.07 2,575.951,272.16 0.01 -0.01 0.034 15.00 -16.06 -0.64 0.00 -28.01 0.00 28.01 1,701.91 850.95 2,418.53 1,194.42 0.03 -0.02 0.033 20.00 -15.08 -0.62 0.00 -24.79 0.00 24.79 1,647.68 823.84 2,266.071,119.13 0.05 -0.02 0.031 25.00 -14.13 -0.59 0.00 -21.71 0.00 21.71 1,593.46 796.73 2,118.571,046.28 0.08 -0.03 0.030 30.00 -12.54 -0.56 0.00 -18.78 0.00 18.78 1,310.94 655.47 1,723.79 851.31 0.12 -0.04 0.032 35.00 -11.76 -0.53 0.00 -15.99 0.00 15.99 1,265.75 632.88 1,606.44 793.36 0.16 -0.04 0.029 40.00 -11.00 -0.50 0.00 -13.34 0.00 13.34 1,220.56 610.28 1,493.24 737.45 0.20 -0.05 0.027 45.00 -10.27 -0.47 0.00 -10.84 0.00 10.84 1,175.38 587.69 1,384.17 683.59 0.25 -0.05 0.025 50.00 -9.56 -0.44 0.00 -8.49 0.00 8.49 1,130.19 565.10 1,279.23 631.76 0.31 -0.06 0.022 55.00 -8.88 -0.41 0.00 -6.28 0.00 6.28 1,085.00 542.50 1,178.43 581.98 0.37 -0,06 0.019 60.00 -8.22 -0.38 0.00 -4.21 0.00 4.21 1,039.82 519.91 1,081.77 534.25 0.44 -0.06 0.016 65.00 -7.59 -0.36 0.00 -2.29 0.00 2.29 994.63 497.31 989.25 488.55 0.50 -0.07 0.012 70.00 0.00 -0.35 0.00 -0.51 0,00 0.51 949.44 474.72 900.86 444.90 0.57 -0.07 0.001 Page: 9 Site Number: 410167 Site Name: SEAEANDOVER WA, WA Customer: VERIZON WIRELESS Code: ANSI/TIA-222-G 02007 - 2018 by ATC IP LLC. 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Engineering Number:12613424_C3_02 11/30/2018 1139:27 AM Load Case: too + 1.0W Gust Response Factor :1.10 Dead Load Factor :1.00 Wind Load Factor :1.00 Serviceability 60 mph 13 Iterations Wind Importance Factor 1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Elev (ft) Description Dead Torsion Moment Dead Dead Dead Torsion Moment Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (Ib) (Ib) (Ib) (lb-ft) (Ib-ft) (Ib) (lb) (Ib) (Ib) (Ib) (lb-ft) (lb) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 Bot - Section 2 Top - Section 1 Appurtenance(s) 54.7 107.9 104.7 101.5 98.3 96.0 94.8 94.6 94.8 94.5 93.7 92.4 90.9 89.0 44.0 0.0 765.8 743.2 720.6 898.0 675.4 1,208.6 536.9 518.1 499.3 480.4 461.6 442.8 423.9 405.1 1,208.9 0.0 1,876.3 3,476.6 0,0 0.0 54.7 0.0 0.0 0.0 0,0 29.9 107.9 795.7 0.0 0.0 0.0 29.9 104.7 773.1 0.0 0.0 0.0 29.9 101.5 750.5 0.0 0.0 0.0 29.9 98.3 727.9 0,0 0.0 0.0 29.9 96.0 705.3 0.0 0.0 0.0 29.9 94.8 1,238.5 0.0 0.0 0.0 29.9 94.6 566.8 0.0 0.0 0.0 29.9 94.8 548.0 0.0 0.0 0.0 29.9 94.5 529.2 0.0 0.0 0.0 29.9 93.7 510.3 0.0 0.0 0.0 29.9 92.4 491.5 0,0 0.0 0.0 29.9 90.9 472.7 0.0 0.0 0.0 29.9 89.0 453.8 0.0 0.0 0.0 29.9 1,252.9 3,911.6 0,0 0.0 Totals: 2,560.68 12,474.8 0,00 0.00 Page: 10 Site Number: 410167 Site Name: SEAEANDOVER WA, WA Customer: VERIZON WIRELESS Code: ANSIITIA-222-G 02007 - 2018 byATC IP LLC. 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Engineering Number:12613424 C3_02 11/30/2018 11:39:28 AM Load Case: 1.OD + i.ow Gust Response Factor :1.10 Dead Load Factor :1.00 Wind Load Factor :1.00 Serviceability 60 mph 13 Iterations Wind Importance Factor 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -12.47 -2.51 0.00 -133.28 0.00 133.28 1,864.58 932.29 2,905.691,435.01 0.00 0.00 0.100 5.00 -11.68 -2.40 0.00 -120.74 0.00 120.74 1,810.36 905.18 2,738.341,352.36 0.01 -0.02 0.096 10.00 -10.90 -2.30 0.00 -108.72 0.00 108.72 1,756.13 878.07 2,575.951,272.16 0.05 -0.04 0.092 15.00 -10.15 -2.20 0.00 -97.20 0.00 97.20 1,701.91 850.95 2,418.531,194.42 0.10 -0.06 0.087 20.00 -9.42 -2.11 0.00 -86.18 0.00 86.18 1,647.68 823.84 2,266.071,119.13 0.18 -0.08 0.083 25.00 -8.72 -2.01 0.00 -75.64 0.00 75.64 1,593.46 796.73 2,118.571,046.28 0.28 -0.10 0.078 30.00 -7.48 -1.92 0.00 -65.56 0.00 65.56 1,310.94 655.47 1,723.79 851.31 0.40 -0.12 0.083 35.00 -6.91 -1.83 0.00 -55.97 0.00 55.97 1,265.75 632.88 1,606.44 793.36 0.54 -0.14 0.076 40.00 -6.36 -1.73 0.00 -46.83 0.00 46.83 1,220.56 610.28 1,493.24 737.45 0.70 -0.16 0.069 45.00 -5.83 -1.64 0.00 -38,17 0.00 38.17 1,175.38 587.69 1,384.17 683.59 0.88 -0.18 0.061 50.00 -5.32 -1.54 0.00 -29.99 0.00 29.99 1,130.19 565.10 1,279.23 631.76 1.08 -0.20 0.052 55.00 -4.83 -1.45 0.00 -22.27 0.00 22.27 1,085.00 542.50 1,178.43 581.98 1.29 -0.21 0.043 60.00 -4.36 -1.36 0.00 -15.01 0.00 15.01 1,039.82 519.91 1,081.77 534.25 1.52 -0.22 0.032 65.00 -3.91 -1.27 0.00 -8.22 0.00 8.22 994.63 497.31 989.25 488.55 1.75 -0.23 0.021 70.00 0.00 -1.25 0.00 -1.88 0.00 1.88 949.44 474.72 900.86 444.90 1.99 -0.23 0.004 Page: 11 Site Number: 410167 Site Name: Customer: SEAEANDOVER WA, WA VERIZON WIRELESS Code: ANSIITIA-222-G 2007 - 2018 by ATC IP LLC. 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Engineering Number:12613424_C3_02 11/30/2018 11:39:28 AM Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period (S 5): Spectral Response Acceleration at 1.0 Second Period (S 1): Long -Period Transition Period (T L): Importance Factor (I E): Site Coefficient F Site Coeffiecient F Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S as): Design Spectral Response Acceleration at 1.0 Second Period (S Seismic Response Coefficient (C a): Upper Limit C Lower Limit C Period based on Rayleigh Method (sec): Redundancy Factor (p): Seismic Force Distribution Exponent (k): Total Unfactored Dead Load: Seismic Base Shear (E): 1.46 0.54 6 1.00 1.00 1.50 1.50 0.96 0.54 0.46 0.46 0.04 0.78 1.00 1.14 12.47 k 5.74 k Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W, Force Force Segment (ft) (Ib) (Ib-ft) C „ (Ib) (Ib) 14 67.50 435 53 0.059 337 606 13 62.50 454 51 0.056 322 632 12 57.50 473 48 0.053 305 658 11 52.50 492 45 0.050 286 685 10 47.50 510 42 0.046 265 711 9 42.50 529 38 0.042 242 737 8 37.50 548 34 0.038 217 763 7 32.50 567 30 0.033 191 789 6 27.50 1,238 54 0.060 345 1,725 5 22.50 705 25 0.027 156 982 4 17.50 728 19 0.021 121 1,014 3 12.50 750 13 0.015 85 1,045 2 7.50 773 8 0.009 49 1,077 1 2.50 796 2 0.003 14 1,108 Ericsson Antenna 220 70.00 5 1 0.001 4 8 Ericsson RRU 2208 70.00 30 4 0.004 24 42 Ericsson Streetmacro 70.00 87 11 0.012 70 121 Ericsson 8843 Rev 2 70.00 300 38 0.042 242 418 Ericsson Radio 4449 70.00 280 35 0.039 226 390 Antel BXA-80090/4CF 70.00 12 2 0.002 10 17 Raycap RVZDC-6627-PF 70.00 128 16 0.018 103 178 Antel BXA-80063/4CF 70.00 10 1 0.001 8 14 Amphenol Antel BXA-8 70.00 24 3 0.003 19 33 Page: 12 Site Number: 410167 Code: ANSI/TIA-222-G 02007 - 2018 byATC IP LLC. 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Site Name: Customer: SEAEANDOVER WA, WA VERIZON WIRELESS Engineering Number:12613424 C3 02 11/30/2018 11:39:28 AM JMA Wireless MX06FRO Flat Platform w/ Han 70.00 600 76 0.084 484 836 70,00 2,000 253 0.281 1,615 2,786 12,475 901 1.000 5,742 17,373 Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W= Force Force Segment (ft) (Ib) (Ib-ft) C vX (Ib) (Ib) 14 67.50 435 53 0.059 337 308 13 62.50 464 51 0.056 322 321 12 57.50 473 48 0.053 305 334 11 52.60 492 45 0.050 286 348 10 47.50 510 42 0.046 265 361 9 42.60 529 38 0.042 242 374 8 37.50 548 34 0.038 217 388 7 32.50 567 30 0.033 191 401 6 27.50 1,238 54 0.060 345 876 5 22.50 705 25 0.027 156 499 4 17.50 728 19 0.021 121 515 3 12.50 750 13 0.015 85 531 2 7.50 773 8 0.009 49 547 1 2.50 796 2 0.003 14 563 Ericsson Antenna 220 70.00 5 1 0.001 4 4 Ericsson RRU 2208 70.00 30 4 0.004 24 21 Ericsson Streetmacro 70.00 87 11 0.012 70 62 Ericsson 8843 Rev 2 70.00 300 38 0.042 242 212 Ericsson Radio 4449 70.00 280 35 0.039 226 198 Antel BXA-80090/4CF 70.00 12 2 0.002 10 8 Raycap RVZDC-6627-PF 70.00 128 16 0.018 103 91 Antel BXA-80063/4CF 70.00 10 1 0.001 8 7 Amphenol Antel BXA-8 70.00 24 3 0.003 19 17 JMA Wireless MX06FRO 70.00 600 76 0.084 484 424 Flat Platform w/ Han 70.00 2,000 253 0.281 1,615 1,415 12,475 901 1.000 6,742 8,824 Page: 13 Site Number: 410167 Site Name: Customer: SEAEANDOVER WA, WA VERIZON WIRELESS Code: ANSI/TIA-222-G 02007 - 2018 by ATC IP LLC. 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Engineering Number:12613424_C3_02 11/30/2018 11:39:28 AM Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips)(ft-kips) (in) (deg) Ratio 0.00 -16.26 -5.73 0.00 -321.51 0.00 321.51 1,864.58 932.29 2,905.69 1,435.01 0.00 0.00 0.233 5.00 -15.18 -5.70 0.00 -292.83 0.00 292.83 1,810.36 905.18 2,738.34 1,352.36 0.03 -0.05 0.225 10.00 -14.13 -5.63 0.00 -264.34 0.00 264.34 1,756.13 878.07 2,575.95 1,272.16 0.11 -0.10 0.216 15.00 -13.11 -5.51 0.00 -236.21 0.00 236.21 1,701.91 850.95 2,418.53 1,194.42 0.25 -0.16 0.206 20.00 -12.13 -5.36 0.00 -208.64 0.00 208.64 1,647.68 823.84 2,266.07 1,119.13 0.44 -0.21 0.194 25.00 -10.40 -5.02 0.00 -181.82 0.00 181.82 1,593.46 796.73 2,118.57 1,046.28 0.68 -0.25 0.180 30.00 -9.61 -4.83 0.00 -156.71 0.00 156.71 1,310.94 655.47 1,723.79 851.31 0.97 -0.30 0.191 35.00 -8.84 -4.62 0.00 -132.54 0.00 132.54 1,265.75 632.88 1,606.44 793.36 1.31 -0.34 0.174 40.00 -8.10 -4.38 0.00 -109.44 0.00 109.44 1,220.56 610.28 1,493.24 737.45 1.69 -0.39 0.155 45.00 -7.39 -4.11 0.00 -87.54 0.00 87.54 1,175.38 587.69 1,384.17 683.59 2.12 -0.43 0.134 50.00 -6.71 -3.83 0.00 -66.97 0.00 66.97 1,130.19 565.10 1,279.23 631.76 2.60 -0.47 0.112 55.00 -6.05 -3.52 0.00 -47.83 0.00 47.83 1,085.00 542.50 1,178.43 581.98 3.10 -0.50 0.088 60.00 -5.42 -3.19 0.00 -30.23 0.00 30.23 1,039.82 519.91 1,081.77 534.25 3.64 -0.52 0.062 65.00 -4.82 -2.85 0.00 -14.26 0.00 14.26 994.63 497.31 989.25 488.55 4.19 -0.54 0.034 70.00 0.00 -2.81 0.00 0.00 0.00 0.00 949.44 474.72 900.86 444.90 4.76 -0.54 0.000 Page: 14 Site Number: 410167 Code: ANSI/TIA-222-G 02007-2018byATCIPLLC. 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Site Name: Customer: SEAEANDOVER WA, WA VERIZON WIRELESS Engineering Number:12613424_C3_02 11/30/2018 11:39:28 AM Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -8.26 -5.73 0.00 -319.93 0.00 319.93 1,864.58 932.29 2,905.691,435.01 0.00 0.00 0.227 5.00 -7.71 -5.69 0.00 -291.28 0.00 291.28 1,810.36 905.18 2,738.341,352.36 0.03 -0.05 0.220 10.00 -7.17 -5.61 0.00-262.83 0.00 262.83 1,756.13 878.07 2,575.951,272.16 0.11 -0.10 0.211 15.00 -6.65 -5.49 0.00-234.79 0.00 234.79 1,701.91 850.95 2,418.531,194.42 0.25 -0.15 0.201 20.00 -6.15 -5.34 0.00 -207.32 0.00 207.32 1,647.68 823.84 2,266.071,119.13 0.44 -0.20 0.189 25.00 -5.27 -5.00 0.00-180.62 0.00 180.62 1,593.46 796.73 2,118.571,046.28 0.68 -0.25 0.176 30.00 -4.87 -4.81 0.00-155.63 0.00 155.63 1,310.94 655.47 1,723.79 851.31 0.97 -0.30 0.187 35.00 -4.48 -4.59 0.00-131.59 0.00 131.59 1,265.75 632.88 1,606.44 793.36 1.30 -0.34 0.169 40.00 -4.10 -4.35 0.00-108.64 0.00 108.64 1,220.56 610.28 1,493.24 737.45 1.68 -0.39 0.151 45.00 -3.74 -4.09 0.00 -86.88 0.00 86.88 1,175.38 587.69 1,384.17 683.59 2.11 -0.43 0.130 50.00 -3.39 -3.80 0.00 -66.45 0.00 66.45 1,130.19 565.10 1,279.23 631.76 2.58 -0.46 0.108 55.00 -3.06 -3.49 0.00 -47.46 0.00 47.46 1,085.00 542.50 1,178.43 581.98 3.08 -0.49 0.084 60.00 -2.74 -3.17 0.00 -29.99 0.00 29.99 1,039.82 519.91 1,081.77 534.25 3.62 -0.52 0.059 65.00 -2.43 -2.83 0.00 -14.15 0.00 14.15 994.63 497.31 989.25 488.55 4.17 -0.53 0.031 70.00 0.00 -2.81 0.00 0.00 0.00 0.00 949.44 474.72 900.86 444.90 4.73 -0.54 0.000 Page: 15 Site Number: 410167 Site Name: SEAEANDOVER WA, WA Customer: VERIZON WIRELESS Code: ANSI/TIA-222-G 2007 - 2018 by ATC IP LLC. 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Engineering Number:12613424_C3_02 11/30/2018 11:39:28 AM Equivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSIITIA-G, section 2.7) Spectral Response Acceleration for Short Period (S s): Spectral Response Acceleration at 1.0 Second Period (S 1): Importance Factor (I E): Site Coefficient F a : Site Coefficient F Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S da): Desing Spectral Response Acceleration at 1.0 Second Period (S Period Based on Rayleigh Method (sec): Redundancy Factor (p): di ): 1.45 0.54 1.00 1.00 1.50 1.50 0.96 0.54 0.78 1.00 Load Case (1.2 + 0.2Sds)* DL + E EMAM Seismic Equivalent Modal Analysis Method Height Above Base Weight Segment (ft) (Ib) a Horizontal Vertical Force Force b c Saz (Ib) (Ib) 14 67.50 435 1.757 1.352 0.906 1.823 529 606 13 62.50 454 1.507 0.518 0.551 1.206 365 632 12 57.50 473 1.275 0.088 0.315 0.786 248 658 11 52.50 492 1.063 -0.088 0.165 0.535 175 685 10 47.60 510 0.870 -0.121 0.076 0.409 139 711 9 42.50 529 0.697 -0.086 0.029 0.356 125 737 8 37.60 548 0.542 -0.032 0.009 0.329 120 763 7 32.50 567 0.407 0.016 0.006 0.301 114 789 6 27.50 1,238 0.292 0.047 0.013 0.261 216 1,725 5 22.50 705 0.195 0.063 0.024 0.215 101 982 4 17.50 728 0.118 0.070 0.035 0.170 83 1,014 3 12.50 750 0.060 0.072 0.041 0.133 66 1,045 2 7.50 773 0.022 0.065 0.038 0.099 51 1,077 1 2.50 796 0.002 0.034 0.019 0.047 25 1,108 Ericsson Antenna 220 70.00 5 1.890 1.980 1.140 2.211 8 8 Ericsson RRU 2208 70.00 30 1.890 1.980 1.140 2.211 45 42 Ericsson Streetmacro 70.00 87 1.890 1.980 1.140 2.211 128 121 Ericsson 8843 Rev 2 70.00 300 1.890 1.980 1.140 2.211 442 418 Ericsson Radio 4449 70.00 280 1.890 1.980 1.140 2.211 413 390 Antel BXA-80090/4CF 70.00 12 1.890 1.980 1.140 2.211 18 17 Raycap RVZDC-6627-PF 70.00 128 1.890 1.980 1.140 2.211 189 178 Antel BXA-80063/4CF 70.00 10 1.890 1.980 1.140 2.211 15 14 Amphenol Antel BXA-8 70.00 24 1.890 1.980 1.140 2.211 35 33 JMA Wireless MX06FRO 70.00 600 1.890 1.980 1.140 2.211 884 636 Flat Platform w/ Han 70.00 2,000 1.890 1.980 1.140 2.211 2,947 2,785 12,475 29.599 23.778 14.768 30.985 7,480 17,373 Page: 16 Site Number: 410167 Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP LLC. 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Site Name: Customer: SEAEANDOVER WA, WA VERIZON WIRELESS Engineering Number:12613424_C3_02 11/30/2018 11:39:28 AM Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (Ib) a b c Saz (Ib) (Ib) 14 67.50 435 1.757 1.352 0.906 1.823 529 308 13 62.50 454 1.507 0.518 0.581 1.206 365 321 12 57.50 473 1.275 0.088 0.315 0.786 248 334 11 52.50 492 1.063 -0.088 0.165 0.535 175 348 10 47.50 510 0.870 -0.121 0.076 0.409 139 361 9 42.50 529 0.697 -0.086 0.029 0.356 125 374 8 37.50 548 0.542 -0.032 0.009 0.329 120 388 7 32.50 567 0.407 0.016 0.006 0.301 114 401 6 27.50 1,238 0.292 0.047 0.013 0.261 216 876 5 22.50 705 0.195 0.063 0.024 0.215 101 499 4 17.50 728 0.118 0.070 0.035 0.170 83 515 3 12.50 750 0.060 0.072 0.041 0.133 66 531 2 7.50 773 0.022 0.065 0.038 0.099 51 547 1 2.50 796 0.002 0.034 0.019 0.047 25 563 Ericsson Antenna 220 70.00 5 1.890 1.980 1.140 2.211 8 4 Ericsson RRU 2208 70.00 30 1.890 1.980 1.140 2.211 45 21 Ericsson Streetmacro 70.00 87 1.890 1.980 1.140 2.211 128 62 Ericsson 8843 Rev 2 70.00 300 1.890 1.980 1.140 2.211 442 212 Ericsson Radio 4449 70.00 280 1.890 1.980 1.140 2.211 413 198 Antel BXA-80090/4CF 70.00 12 1.890 1.980 1.140 2.211 18 8 Raycap RVZDC-6627-PF 70.00 128 1.890 1.980 1.140 2.211 189 91 Antel BXA-80063/4CF 70.00 10 1.890 1.980 1.140 2.211 15 7 Amphenol Antel BXA-8 70.00 24 1.890 1.980 1.140 2.211 35 17 JMA Wireless MX06FRO 70.00 600 1.890 1.980 1.140 2.211 884 424 Flat Platform w/ Han 70.00 2,000 1.890 1.980 1.140 2.211 2,947 1,415 12,475 29.599 23.778 14.768 30.985 7,480 8,824 Page: 17 Site Number: 410167 Site Name: SEAEANDOVER WA, WA Customer: VERIZON WIRELESS Code: ANSI/TIA-222-G 02007- 2018 by ATC IP LLC. 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Engineering Number:12613424 C3_02 11/30/2018 11:39:28 AM Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -16.26 -7.47 0.00 -470.65 0.00 470.65 1,864.58 932.29 2,905.691,435.01 0.00 0.00 0.337 5.00 -15.17 -7.44 0.00 -433.32 0.00 433.32 1,810.36 905.18 2,738.341,352.36 0.04 -0.08 0.329 10.00 -14.12 -7.39 0.00 -396.15 0.00 396.15 1,756.13 878.07 2,575.951,272.16 0.16 -0.15 0.320 15.00 -13.10 -7.32 0.00 -359.22 0.00 359.22 1,701.91 850.95 2,418.531,194.42 0.37 -0.23 0.309 20.00 -12.10 -7.23 0.00 -322.63 0.00 322.63 1,647.68 823.84 2,266.07 1,119.13 0.65 -0.31 0.296 25.00 -10.37 -7.01 0.00 -286.50 0.00 286.50 1,593.46 796.73 2,118.571,046.28 1.01 -0.38 0.280 30.00 -9.57 -6.91 0.00-251.42 0.00 251.42 1,310.94 655.47 1,723.79 851.31 1.46 -0.46 0.303 35.00 -8.80 -6.79 0.00 -216.89 0.00 216.89 1,265.75 632.88 1,606.44 793.36 1.97 -0.53 0.280 40.00 -8.06 -6.67 0.00-182.93 0.00 182.93 1,220.56 610.28 1,493.24 737.45 2.57 -0.60 0.255 45.00 -7.34 -6.53 0.00 -149.58 0.00 149.58 1,175.38 587.69 1,384.17 683.59 3.24 -0.67 0.225 50.00 -6.65 -6.35 0.00-116.92 0,00 116.92 1,130.19 565.10 1,279.23 631.76 3.98 -0.74 0.191 55.00 -5.99 -6.10 0.00 -85.15 0.00 85.15 1,085.00 542.50 1,178.43 581.98 4.78 -0.79 0.152 60.00 -5.36 -5.73 0.00 -54.64 0.00 54.64 1,039.82 519.91 1,081.77 534.25 5.63 -0.83 0.108 65.00 -4.76 -5.20 0,00 -25.98 0.00 25.98 994.63 497.31 989.25 488.55 6.52 -0.86 0.058 70.00 0.00 -5.12 0.00 0.00 0.00 0.00 949.44 474.72 900.86 444.90 7.43 -0.87 0.000 Page: 18 Site Number: 410167 Code: ANSI/TIA-222-G 02007- 2018 byATC IP LLC, All rights reserved. Site Name: Customer: SEAEANDOVER WA, WA VERIZON WIRELESS Engineering Number:12613424_C3_02 11/30/2018 11:39:28 AM Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant Elev FY (-) FX (-) MY MZ MX Moment (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) 0.00 -8.26 -7.46 0.00 -468.21 0.00 468.21 5.00 -7.70 -7.42 0.00 -430.91 0.00 430.91 10.00 -7.16 -7.36 0.00-393.81 0.00 393.81 15.00 -6.63 -7.29 0.00-357.00 0.00 357.00 20.00 -6.13 -7.19 0.00-320.57 0.00 320.57 25.00 -5.24 -6.98 0.00-284.61 0.00 284.61 30.00 -4.83 -6.87 0.00-249.73 0.00 249.73 35.00 -4.44 -6.75 0.00-215.40 0.00 215.40 40.00 -4.06 -6.62 0.00-181.66 0.00 181.66 45.00 -3.69 -6.49 0.00-148.53 0.00 148.53 50.00 -3.34 -6.31 0.00-116.11 0.00 116.11 55.00 -3.00 -6.06 0.00 -84.56 0.00 84.56 60.00 -2.68 -5.69 0.00 -54.26 0.00 54.26 65.00 -2.38 -5.16 0.00 -25.80 0.00 25.80 70.00 0.00 -5.12 0.00 0.00 0.00 0.00 phi Pn (kips) 1,864.58 1,810.36 1,756.13 1,701.91 1,647.68 1,593.46 1,310.94 1,265.75 1,220,56 1,175.38 1,130.19 1,085.00 1,039.82 994.63 949.44 phi Vn (kips) 932.29 905.18 878.07 850.95 823.84 796.73 655.47 632.88 610.28 587.69 565.10 542.50 519.91 497.31 474.72 phi phi Tn Mn (ft-kips) (ft-kips) 2,905.69 1,435.01 2,738.34 1,352.36 2,575.95 1,272.16 2,418.53 1,194.42 2,266.07 1,119,13 2,118.57 1,046.28 1,723.79 851.31 1,606.44 793.36 1,493.24 737.45 1,384.17 683.59 1,279.23 631.76 1,178.43 581.98 1,081.77 534.25 989.25 488.55 900.86 444.90 Total Deflect Rotation (in) (deg) Ratio 0.00 0.00 0.331 0.04 -0.08 0.323 0.16 -0.15 0.314 0.37 -0.23 0.303 0.65 -0.31 0.290 1.01 -0.38 0.275 1.45 -0.45 0.297 1.96 -0.52 0.275 2.55 -0,60 0.250 3.22 -0.67 0.221 3.95 -0.73 0.187 4.75 -0.79 0.148 5.60 -0.83 0.104 6.48 -0.85 0.055 7.38 -0.86 0.000 Page: 19 Site Number: 410167 Site Name: Customer: SEAEANDOVER WA, WA VERIZON WIRELESS Code: ANSI/TIA-222-G 02007 - 2018 by ATC IP LLC. 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Engineering Number:12613424_C3_02 11/30/2018 11:39:28 AM Analysis Summary Load Case 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0Wi (1.2 + 0.2Sds) * DL + E ELFM (1.2 + 0.2Sds) * DL + E EMAM (0.9 - 0.2Sds) * DL + E ELFM (0.9 - 0.2Sds) * DL + E EMAM 1.0D + 1.0W Reactions Shear Shear Axial Moment FX FZ FY (kips) (kips) (kips) 8.06 0.00 8.05 0.00 0.74 0.00 5.73 0.00 7.47 0.00 5.73 0.00 7.46 0.00 2.51 0.00 14.96 11.22 19.14 16.26 16.26 8.26 8.26 12.47 MX (ft-kips) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Moment Moment MY MZ (ft-kips) (ft-kips) 0.00 428.72 0.00 427.70 0.00 38.58 0.00 321.51 0.00 470.65 0.00 319.93 0.00 468.21 0.00 133.28 Max Usage Elev Interaction (ft) Ratio 0.00 0.31 0.00 0.30 0.00 0.04 0.00 0.23 0.00 0.34 0.00 0.23 0.00 0.33 0.00 0.10 Page: 20 12 - 38.2 in 0,375 in )n Offset " Base Plate ASide 13 ' ,0 52.05 in 113/16 in A672-6D ngth,Fy 60 ksi nen0th,Fu 75 &d N/A in )n0ffset O ^ ADetail ance ,* � c q=U.5S N/A in Original Anchor Rods Radial W ' Z1/4 in 46.05 in A61S'75 )n Offset orce,Pu As, (�Pn 67.7 k Moment, Mu AxiaLPu Shear, Vu 428.7 k-ft 15.0 k 0.1 k Neutral Axis 270 Component Capacity Base Plate 13%' Anchor Rods 2396 Dwyidag ' tion Distribution Shear Vu Moment Factor Mu Geometric Properties Section Gross Area Net Area IndividuaIndividual Threads Moment Inertia per Inch of Inertia k or Rod Forces tional Bolt (Grpl) Forces tional Bolt (Grp2) Forces dag Forces mer Forces Base Plate Shape Width,VV Thickness, t Yield Strength, Fy Tensile Strength, Fu Base Plate Chord Detail Type Detail Factor Clear Distance 12 - 52.05 in 1.8125 in 60 ksi 75 ksi 35.355 in 0.55 � 35.160 in 3.625 in 31.854 in' Z1§.2 k�t 1720.1 k�t 0.127 OK 33.803 in 3.625 in 30.740 in' 180.1 k�t 1659.9 k�t 0.108 OK 28.257 in 0.000 in 23.207 |n" �U �ft 1253.2 k-� 0.000 OK External Base �ate Chord Length A4 Additional AA Section Modulus, Z Applied Moment, K4u 2nding[apacity, 4)K8n Capadty'Mu/(�hAn Chord Length AB Additional AB Section Modulus, Z Applied Moment, K8u ?ndinQCapocmy, 4)K4n Capacby'Mu/4)K8n Bend Line Length Additional Bend Line Section Modulus, Z Applied Moment, W1u 2ndin8Capacity, c�Mn Capacby'K4u/�KXn Internal Base Plate Arc Length Section Modulus, Z Moment Arm Applied Moment, k4u andin0Capucity, 4)Mn [apacd9'Mu/c�K4n 0.000 in 0.000 in" 0.000 in 0.0 k'ft 0.§ k-ft in 2 in' in 4 44.0542 3.6712 0,1729 /' 7880.79 Dywida8 Stiffener Anchor Rods Anchor Rod Quantity, N Rod Diameter, d Bolt Circle, BC Yield Strength, Fy Tensile Strength, Fu Applied Axial, Pu Applied Shear, Vu Compressive Capacity, 4)Pn Tensile Capacity, c�Rnt Interaction Capacity O ' 2.25 in 46.05 in 75 ksi 100 ksi 57.7 h 1.2 k 259.8 k 0.232 UK 0.230 OK Adapt Inc. 615 - 8'h Avenue South Seattle, Washington 98104 Tel (206) 654-7045 Fax (206) 654-7048 www.adaptengr.com Memorandum CONTACT: VERIZON WIRELESS ATTN: TRAVIS J. NICHOLOS CONSTRUCTION ENGINEER ADAPT FILE (WA19-21422-1-STR) PROJECT: SEA EAST ANDOVER 566B INDUSTRY DRIVE TUKWILA, WASHINGTON 98188 10/29/2019 PREPARED BY: JOHN FRAZIER GIT REVIEWED BY :KV LEW, P. ENG PRESIDENT SUBJECT: POST MODIFICATION LETTER At your request Adapt Consulting (Adapt) has reviewed the mount analysis, dated November 9, 2018 and photos of the modified antenna mount for the Verizon Wireless site referenced above to determine if the mount modifications have been performed in accordance with the upgrades recommended in the mount analysis. Listed below is a summary of our findings: After reviewing photographs of the modified antenna mount, it is our opinion that the antenna mount has been modified in accordance with the November 9, 2018 mount analysis and the modified antenna mount will be structurally sufficient to support the antennas listed in the mount analysis. The contents of this post modification inspection letter are based on information obtained from Verizon and their agents. Our review is based on the assumption that the existing structure was properly designed and constructed, and the antenna mount was modified according to our mount analysis and components were installed per manufacturer's specifications. Since we have not visited the site, Adapt makes no claim regarding the current condition of the structure. If defects (e.g. damage, corrosion, etc.) are noted at the existing antenna mount or its connections to the existing steel monopole, Adapt should be contacted so that appropriate retrofit options can be discussed regarding this project. We appreciate the opportunity to be of service to you. If you have an questions, cann adwe_•e COPY further assistance to you, please contact us at (206) 654-7045. Enc; Photos (6), Antenna Mount Cut Sheet (excerpts) Verizon Wireless SEA East Andover = No. Plan revs w approval is subject to errors and omissions. Approval of construction documents does riot authorize the violation of any adopted code or ordinance Receipt of approved Field Copy and Copt[S !edged: /l- Ntptorr494 A9 Adapt, Inc. 1. View of Alpha sector from tower. 2. View of Beta sector from tower. Verizon — SEA East Andover Adapt Project No. WA18-21422-1-STR Photographs Adapt, Inc. MINN Nstif 3. View of Delta sector from tower 4. View of Gamma sector from tower Verizon — SEA East Andover Adapt Project No. WA18-21422-1-STR Photographs Adapt, Inc. 5. View of mount attachment to existing tower. 6. View of overall platform after install from ground level. Verizon — SEA East Andover Photographs Adapt Project No. WA18-21422-1-STR 2.318" TO 2.718" ANTENNA MOUNTING PIPES (ORDERED SEPARATELY) PARTS UST ITEM 2 4 5 6 7 8 9 10 10 11 12 13 14 15 18 17 QTY 4 4 16 16 16 8 4 16 16 8 64 32 16 64 256 272 PART NO. PART DESCRIPTION X•LPP-CW LOW PROFILE PLATFORM CORNER WELDMENT X•LPP•SA12 SIDE ARM WELDMENT FOR 12' LOW PROFILE PLATFORMS X-RM4H0 X•LPP•W12 X•LPP-PC X-SCX3•FR X-LPP-A7 X•LPP-H WELDMENT FOR 4-SIDED HEAVY DUTY RING MOUNT WALKWAY FOR 12' LOW PROFILE PLATFORM FACE PIPE CONNECTION BRACKET FORTRESS PLATFORM FORTRESS CROSSOVER PLATE CORNER WELDMENT ATTACHMENT ANGLE HINGE FOR LOW PROFILE PLATFORM WALKWAY P30150 2-718" X 150" (2.112" SCH. 40) GALVANIZED PIPE G58R-48 G58R•24 G58R•8 X•UB5300 X•UB5258 X•UB5304 G58214 G58LW 518" x 48" THREADED ROD (HOG.) 518" x 24" THREADED ROD (HDG.) 518" x 8" THREADED ROD (HDG,) 518" X 3" X 5.114" X 2.112" U-BOLT (HDG,) 518" X 2.518" X 4-1/2" X 2" U•BOLT (HDG.) 518" X 3" X 4-114" X 2.112" U-BOLT (HDG.) 518" x 2.114" HDG HEX BOLT GR5 518" HDG USS FLATWASHER 518" HDG LOCKWASHER LENGTH 2112In 150 in 48 in 24 in 1/8 in UNIT WT. 198.75 119.21 71.27 86,48 7,01 1,27 2,78 76.94 0.40 0.40 0,70 1.15 1.00 0,98 0.29 0.07 0,03 18 272 G58NUT TOLERANCE NOTES TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND OAS CUT EDGES (3O.OSO7 DRILLED AND GAS CUT HOLES (20.0107• NO CONING OF HOLES LASER CUT EDGES AND HOLES (t aOm ,. NO CONING OF HOLES BENDS ARE! 112 DEGREE ALL OTHER MACHINING aaoso, ALL OTHER ASSEMBLY( C..002J 518" HDG HEAVY 2H HEX NUT OESCRIPTION 12'FORTRESS"' QUAD -PLATFORM MOUNT WITH WALKWAYS TOTAL WT. NETW1 795,01 476,84 285,01 345,92 112.16 105.82 20.33 22.22 307.75 6.38 6.38 5.58 73,56 32.00 15.60 18.66 18.04 7.10 35,33 2777.3! Engineering Support Teem: 1-080-753.7448 locations: New York, NY Atl nte, GA loiAngelis, CA Plymouth, IN Seim OR Oelles, TX CPD ND. DRAWN BY CEK 8/912017 'ENG, APPROVAL PART NO, F4P•12W PKIMITM11ee1C MIDATAM01dlIMnN1WNIMmM114MIIIIw! IONA FINOMPT010UMW 144111tlAIDCeN10/E0AN01111KIt IMIIMIOADE NeI[MAOYT1e CalleV YAledn 10111IAlI N OICM1i NOMNND. CLASS 81 SUB 02 DRAWING USAGE CUSTOMER CHECKED BY BMC 813012017 DWG. N0. F4P"12W 28 29132" 73 15/32" Ammo, 1 VP I 'NW 20 518" JL JL 1 TOLERANCE NOTES TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND GAS CUT EDGES (t MOO, DRILLED AND GAS CUT HOLES (2 QM, -NO CONINO OF HOLES LASER CUT EDGES AND HOLES ft 0.0107 • NO CONING OF HOLES BENDS ARE t 112 DEGREE ALL OTHER MACHINING ft0.0307 ALL OTHER ASSBIDLY ft O. 01107 TO GAIN ACCESS ALL WALKWAYS OPEN WITH REMOVAL OF TWO INSIDE BOLTS DESCRIPTION 12FORTRESST" QUAD -PLATFORM MOUNT WITH WALKWAYS CPD NO. DRAWN BY CEK 81912017 ENG. APPROVAL 1711 Location Now York, NY Enphooring Adults, GA Suppoft Ton Loo Anna', CA 1.888.753-7446 POI04N. IN Solom,OR 4 vilmorit If gm Ulu, TX 'N. PARING. F4P-12W 1110PIIMIT PPM DATAWITICIISIMIC01001161111/111MINONANOFIVAIWIWOMATICII OF VALOR MAIM 001111160 UM Wf 011011101110$11M1011111460111111fr 0/ NAOMI 110.111111111STICTLY MICINTEEL CLASS 81 SUB 02 DRAWING USAGE CUSTOMER OHECNED BY WC 813012017 OWG. NO. F4P-12W TOLERANCE NOTES TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE; SAWED, SHEARED AND GAB CUT EDGES 00.0307 DRILLED AND GAS CUT HOLES (t00l07•NO CONING OF HOLES LASER CUT EDGES AND HOLES( l00107. N0 CONING OF HOLES BENDS ARE tin DEGREE ALL OTHER MACHINING jt0Off) ALL OTHER ASSEMBLY # 0, 0007 DESCRIPTION 12'FORTRESS" QUAD•PLATFORM MOUNT WITH WALKWAYS lour: New York, NY EnglneeNng Atlanta, GA Support Team: Lae Angela, CA 1.8811.7537446 Plymout,IN Down, OR Dallas, TX CPD NO. DRAWN BY CEK 81912017 ENG. APPROVAL PART NO. F4P•12W MDIMITWnamE maW4WDINNICIIRaSDMAaID■IIIODa11N10 AVIDLNfNRa1;TIMI MEW POIMMEAI000MMINDAtaADIaNRt. AMDI[aDItlOWMeCIARM[COMM MIMIMAW pelaORiPOW%. CLASS 81 SUB 02 DRAWING USAGE CUSTOMER CHECKED BY BMC 813012017 DWG. NO. F4P•12W 0 0X2 ; 4 0 V/��n�kijil _441 X2 DETAIL F DETAIL D 2 BOTH ANGLE CLAMPS MUST ENGANGE THE RAIL ON THE TRUSS ARM. (BOTH SIDES) X2 X2 X2 x X2 DETAIL E TOLERANCE NOTES TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND GAS CUT EDGES (t00807 DRILLED AND GAS CUT HOLES (OMAN,•NO CONING OF HOLES LASER CUT EDGES AND HOLES (tQOMO, • NO CONING OF HOLES BENDS ARE 3112 DEGREE ALL OTHER MACHINING f±C4 y ALL OTHER ASSEMBLY (tmai DESCRIPTION 12' FORTRESS' QUAD -PLATFORM MOUNT WITH WALKWAYS A valmontr la Gallant NswYork,NY Engineering Atlanta, GA SupportTum: Let Angeles, CA 1.888.753.7446 PIMA IN Salem, OR Dense, TX CPO NO. DRAWN EY CEK 81912017 ENG. APPROVAL PART NO. F4P•12W MCINITA rMCT! % OMTANOfMNNMOCORAIImNMeNerNlN!rl0@TNRMNN1110e0MDR IM O N000111100110 AWN Win NRNICIOIMICWRMROOTII11COMP' Of YNYCMT I01111f1l M oIDORI MMMR01 CLASS 81 SUB 02 DRAWING USAGE CUSTOMER CHECKED BY BMC 813012017 DWG. NO. F4P-12W OPERMIT COORD COPY. PLAN PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0051 DATE: 02/13/19 PROJECT NAME: VERIZON WIRELESS SITE ADDRESS: 566 INDUSTRY DR Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: tkl inigTvision 0 Isitr POAVorks tl /\ W4— Fire Prevention V V4 frV //' (11141 Planning Division Structural Permit Coordinator I PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 02/14/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 03/14/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire 0 Ping 0 PW Staff Initials: 12/18/2013 STERLING Telecom & Const Inc c WW1 L'rspacio I Contact' Safety & Health Claims & Insurance k Washington State Department of d Labor & Industries STERLING Telecom & Const Inc Owner or tradesperson Principals Bonsen, Randy S, PRESIDENT CRAWFORD, RODNEY GRAHAM, VICE PRESIDENT CONLEY, ERIC JAMES, SECRETARY MONTERA, ANNEMARIE THERESE, CHIEF FINANCIAL OFFICER Jeffrey T Broihier, Broadway L, AGENT Doing business as STERLING Telecom & Const n WA UBI No. 603 178 073 Page 1 of 2 A-4 Index Help My MI Workplace Rights Trades & Licensing 802 134th St SW Ste 110 EVERETT, WA 98204 425-259-6628 SNOHOMISH County Business type Corporation Governing persons RANDY BONSEN ERIN CONLEY; ROD CRAWFORD; ANNEMARIE MONTERA; Certifications & Endorsements License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. STERLTC884C9 Effective — expiration 02/29/2012— 02/28/2020 Bond Lexon Ins Co Bond account no. 9811510 $12,000.00 Received by L&l Effective date 02/29/2012 02/13/2012 Expiration date Until Canceled Insurance Western National Assur Co $1,000,000.00 Policy no. Help us improve n-rs‘risfc.,;CAring.tail aorsv9T TRI=AfYI 1 721"171R7i TC=CTPP I Tr2S-24.CORTc NM= 52/1-)0(110