Loading...
HomeMy WebLinkAboutPermit D18-0144 - AT&T - MODIFICATIONS AND EQUIPMENT REPLACEMENTAT&T 11030 E MARGINAL WAY S COMPLEX 018-0144 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0323049057 Permit Number: 11030 E MARGINAL WAY S COMPLEX Project Name: AT&T Issue Date: Permit Expires On: D18-0144 7/9/2018 1/5/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SEA POLICE ATHLETIC ASSN IN 11030 E MARGINAL WAY S, TUKWILA, WA, 98168 FLETCHER BROWN Phone: (425) 984-3425 650 S ORCAS ST, SEATTLE, WA, 98108 MASTEC NETWORK SOLUTIONS INC (CONST) 806 S DOUGLAS RD 11TH FLOOR , CORAL GABLES, FL, 33134 MASTENS876KN Expiration Date: 5/14/2019 Phone: (866) 545-1782 AT&T 11520 FINANCIAL CENTRE PKWY, LITTLE ROCK, AR, 72110 DESCRIPTION OF WORK: THE PROPOSED MODIFICATION INCLUDES REMOVING (3) PANELS, REMOVING (3) RRH'S, INSTALLING (6) RRH'S, INSTALLING (3) PANELS AND INSTALLING (1) SQUID. ALL NEW AND REPLACEMENT EQUIPMENT WILL BE ATTACHED TO THE EXISTING ANTENNA MOUNTS ABD NO INCREASE TO THE HEIGHT OF FOOTPRINT OF THE EXISTING FACILITY SHALL RESULT FROM THE PROPOSED MODIFICATIONS. Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $840.75 Occupancy per IBC: U Water District: TUKWILA Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: 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 roa Permit Center Authorized Signature: itp Date: 14 I I I hearby certify that I have read and examined this permit and now the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: / tc A C�� ✓r�� ti Date: 779 rl F' This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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 of work 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: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. f 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an 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 of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** r CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. b[ 0-- 01 _t Project No. Date Application Accepted: Date Application Expires: (For office use 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: King Co Assessor's Tax No.: 0323049057 11030 E Marginal Way, Tukwila, WA 98168 Suite Number: N/A Tenant Name: AT&T PROPERTY OWNER Name: Hannan Rutkosky Name: American Tower Asset Sub, LLC City: Seattle State: WA Zip: 98108 Address: 10 Presidential Way Email: hannan.rutkosky@taec.net City: Woburn State: MA Zip: 01886 CONTACT PERSON — person receiving all project communication Name: Hannan Rutkosky Address: 650 S Orcas Street, Suite 103 City: Seattle State: WA Zip: 98108 Phone: (253) 985-5637 Fax: Email: hannan.rutkosky@taec.net GENERAL CONTRACTOR INFORMATION Company Name: TBD Architect Name: 1 a^i_ ajz.I m 61_ ttms j Address: 1600 cer,reg yi t ,\ S yt City: ,tate: I V G Zip:9 1 Gj S Address: Email: 0 ,'t 1 City: lA\ , City: State: Zip: -1)_ 1 0 Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Fomts-Applications On Line \2011 Applications'Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: Floor: ❑ Yes ..No N/A ARCHITECT OF RECORD Company Name: Mastec Architect Name: 1 a^i_ ajz.I m 61_ ttms j Address: 1600 cer,reg yi t ,\ S yt City: ,tate: I V G Zip:9 1 Gj S Phone: Iq _ 1/7 t _ 5 m5Fax: 1 ` Email: ENGINEER OF RECORD Company Name: Tower Engineering Professionals Engineer Name: Ronald Eldridge Glover, Jr. Address: 326 Tryon Road City: Raleigh State: NC Zip: 27603 Phone: (919) 661-6351 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095)] Name: N/A j . �1 _3.. :��� t l Address: !i ti, ).k+,.. 1►.. lk.%. ;i?:a�e \ \.'A 0 ,'t 1 City: lA\ , n , f State: f Zip: -1)_ 1 0 Ccurtrc Page 1 of 4 1 l \ BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Describe the scope of work (please provide detailed information): The proposed modification includes removing (3) panels, removing (3) RRHs, installing (6) RRHs, installing (3) panels and installing (1) squid. All new and replacement equipment will be attached to existing antenna mounts and no increase to the height or footprint of the existing facility shall result from the proposed modifications. 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 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): 183,387 Floor area of principal dwelling: NA Floor area of accessory dwelling: N/A *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: 0 Compact: 0 Handicap: 0 Will there be a change in use? ❑ Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ 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 ❑ 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. H:Wpplications\Forms-Applications On Line 12011 Applications\Permit Application Revised - 8-9.11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* 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): 183,387 Floor area of principal dwelling: NA Floor area of accessory dwelling: N/A *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: 0 Compact: 0 Handicap: 0 Will there be a change in use? ❑ Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ 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 ❑ 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. H:Wpplications\Forms-Applications On Line 12011 Applications\Permit Application Revised - 8-9.11.docx Revised: August 2011 bh Page 2 of 4 f 1 \ PUBLIC WORKS PERMIT INFORMATION — 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 O .. Highline ❑...Valley View ❑ .. Renton 0... Sewer Availability Provided ❑ .. 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): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...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 less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water 55 ❑ ...Permanent Water Meter Size... 15 WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size 55 WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 51 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh 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: Signature: ,/.,•---s--„, 7:712:77 -5I -14,0 -3 -Date: 04/26/2018 Print Name: Hannan Rutkosky J Day Telephone: (253) 985-5637 Mailing Address: 650 S Orcas Street, Ste 103 Seattle WA 98108 CityState Zip H:\Applications\Fortns-Applications On Line\20I 1 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 / f 1 DESCRIPTIONS ACCOUNT QUANTITY ` PermitTRAK PAID $840.75 D18-0144 Address: 11030 E MARGINAL WAY 5 COMPLEX Apn: 0323049057 $840.75 DEVELOPMENT $816.15 PERMIT FEE R000.322.100.00.00 0.00 $491.91 PLAN CHECK FEE R000.345.830.00.00 0.00 $319.74 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R14430 $24.60 $840.75 Date Paid: Monday, May 07, 2018 Paid By: MASTEC Pay Method: CHECK 154687 Printed: Monday, May 07, 2018 9:58 AM 1 of 1 re SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION big -0191- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proj t g7' T e of Inspection: _n F,,J� Address: /1030 £, L-4) S . .$ Special Instructions: V46 Alt. Cama - ' %a 1 I (CUL_ 77,14e -')Phone Daanted� (((JJJJJJ � - v"�V a.m. p.m. Requester: �- DI) iyv 1 No: 3(O -999 -0362_ 34 LJ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3k;IdTh FaAL fF-rioat4' inspector:(1. Date11 /`za<1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. AMERICAN TOWER° CORPOR A T 1 O N This report was prepared for American Tower Corporation by TOWER ENGINEERING PROFESSIONALS Structural Analysis Report Structure : 121 ft Monopole ATC Site Name : Elmo - Spaa, WA ATC Site Number : 310595 Engineering Number : OAA724574_C3_01 Proposed Carrier : AT&T Mobility Carrier Site Name : Hwy 99 and Hwy 599 Carrier Site Number : SC78 Site Location : 11030 E. Marginal Way Seattle, WA 98168-1952 47.500800,-122.286700 County : King Date : February 15, 2018 Max Usage : 30% Result : Pass Prepared By: Nupur Khadilkar TEP Reviewed By: bi8o,q REVIEWED FOR CODE COMPLIANCE a, APPROVED JUL 0 3 2018 0 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TU KWILA MAY 07 2010 PER MTCENdE$ COA: 3408 Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.tepgroup.net Eng. Number 0AA724574_C3_01 February 15, 2018 Table of Contents Introduction 1 Supporting Documents 1 Analysis 1 Conclusion 1 Existing and Reserved Equipment 2 Equipment to be Removed 2 Proposed Equipment 2 Structure Usages 3 Foundations 3 Deflection, Twist, and Sway 3 Standard Conditions 4 Calculations Attached Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.tepgroup.net ti Eng. Number 0AA724574_C3_01 February 15, 2018 Page 1 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 121 ft monopole to reflect the change in loading by AT&T Mobility. Supporting Documents Tower Drawings EEI Drawing #GS50273, dated May 16, 1997 Foundation Drawing EEI Project #2632, dated March 2, 1998 Geotechnical Report Agra Project #8-91M-12061-0, dated Febrary 6, 1998 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, Vasd) / 110 mph (3 -Second Gust, Vuit) Basic Wind Speed w/ Ice: 30 mph (3 -Second Gust) w/ 1/4" radial ice concurrent Code: ANSI/11A-222-G / 2015 IBC Structure Class: II Exposure Category: B Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss = 1.51, 51= 0.57 Site Class: D - Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.tepgroup.net 4 Existing and Reserved Equipment Eng. Number 0AA724574_C3_01 February 15, 2018 Page 2 Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 121.0 126.0 3 Ericsson Radio 4449 - B13&B5 Platform w/ Handrails (1)15/8" Hybriflex Cable Verizon 1 Raycap RxxDC-3315-PF-48 3 Ericsson Radio 8843 6 Antel HEX458CW0000G 80.0 80.0 12 Kathrein 860 10025 (7" Height) Platform w/ Handrails (18) 7/8" Coax (2)1.12' Hybrid (4) 0.76" 8 AWG 6 (1) 2" Conduit AT&T Mobility 3 KMW KFTDR00110030 (25.1 lbs) 6 Powerwave LGP21401 2 Raycap DC6-48-60-18-8F 3 Alcatel Lucent RRH2x40-07-L 3 Alcatel -Lucent RRH4X25-WCS 3 Kathrein 742 264 / AP14/17- 880/1940/065D/ADT 1 Commscope SBNHH-1D65B 2 Commscope SBNHH-1D65C (66.1Ib) Equipment to be Removed Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 80.0 80.0 3 Kathrein 742 264 / AP14/17- 880/1940/065D/ADT - - AT&T Mobility 2 Alcatel -Lucent 3JR52703AAAA 1 Alcatel -Lucent 3JR52702AAAA 6 Nokia CS72993.08 Proposed Equipment Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 80.0 80.0 1 Raycap DC6-48-60-18-8F Platform w/ Handrails (2) 0.76" 8 AWG 6 (1) 1.12" Hybrid AT&T Mobility 3 Alcatel -Lucent B25 RRH4x30-4R 3 Nokia Flexi RRH 4T4R B14 160W FRBI 3 Alcatel -Lucent B66a RRH4x45 (AWS -3) 1 Commscope SBNHH-1D65B 2 Commscope SBNHH-1065C (66.1Ib) 1 Kathrein 80010965 2 Kathrein 80010966 1Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Install proposed coax inside the pole shaft. Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.tepgroup.net 4 Structure Usages Eng. Number OAA724574_C3_01 February 15, 2018 Page 3 Structural Component Controlling Usage Pass/Fail Anchor Bolts 24% Pass Shaft 30% Pass Base Plate 30% Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions* Analysis Reactions % of Design Moment (Kips -Ft) 2,995.7 4,044.2 1,181.8 29% Shear (Kips) 34.1 46.0 15.6 34% * 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) (0) 80.0 Raycap DC6-48-60-18-8F AT&T Mobility 0.267 0.387 Alcatel -Lucent B25 RRH4x30-4R Nokia Flexi RRH 4T4R B14 160W FRBI Alcatel -Lucent B66a RRH4x45 (AWS -3) Commscope SBNHH-1D65B Commscope SBNHH-1D65C (66.1Ib) Kathrein Scala 80010965 Kathrein Scala 80010966 *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3 -Second Gust) per ANSI/TIA-222-G Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.tepgroup.net Standard Conditions All engineering services 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. Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.tepgroup.net CI 2007 - 2018 by ATC IP LLC. All rights reserved. 121'-0' 90'-1'3/16 ss -luso -0' 49'-9'314 44-2'3/16 35-1'1/4 114' Thick (65 KSI) 45-11' 5/166' Thick (65 KSI) 1 68" Jt 49'-9'3/4 318' Thick (65 KSI) A 121'-0' Job Information Pole : 310595 Location : Elmo - Spaa, WA Description : 121' EEI Monopole Client : AT&T MOBILITY Shape : 12 Sides Height : 121.00 (ft) Base Elev (ft): 0.00 Taper: 0.28615jin/ft) Code: ANSI/TIA-222-G Struct Class : II Exposure : B Topo : 1 Sections Properties Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Grade Section (ft) Top Bottom (in) Type (in) Shape (ksi) 1 49.810 38.74 53.00 0.375 0.000 12 Sides 65 2 45.919 27.84 40.98 0.313 Slip Joint 67.563 12 Sides 65 3 35.107 19.50 29.54 0.250 Slip Joint 50.469 12 Sides 65 Load Cases 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0Wi (1.2+0.2Sds)`DL+E 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 Discrete Appurtenance Attach Elev (ft) Force Elev (ft) Qty Description 121.000 126.000 6 Amphenol Antel 121.000 126.000 3 Ericsson Radio 8843 121.000 126.000 1 Raycap RxxDC-3315-PF-48 121.000 126.000 3 Ericsson Radio 4449 - B13&B5 121.000 121.000 1 Flat Platform w/ Handrails 80.000 80.000 1 Raycap DC6-48-60-18-8F 80.000 80.000 2 Raycap DC6-48-60-18-8F 80.000 80.000 2 Kathrein Scala 80010966 80.000 80.000 1 Kathrein Scala 80010965 80.000 80.000 3 Nokia Flexi RRH 4T4R B14 160W 80.000 80.000 3 Alcatel -Lucent B66a RRH4x45 80.000 80.000 3 Alcatel -Lucent B25 RRH4x30-4R 80.000 80.000 2 Commscope SBNHH-1D65C 80.000 80.000 1 Commscope SBNHH-1D65B 80.000 80.000 3 KMW KFTDR00110030 (25.1 lbs) 80.000 80.000 12 Kathrein Scala 860 10025 (7" H 80.000 80.000 1 Commscope SBNHH-1D65B 80.000 80.000 2 Commscope SBNHH-1D65C 80.000 80.000 3 Kathrein 742 2641 AP14/17-880 80.000 80.000 3 Alcatel -Lucent RRH4X25-WCS 80.000 80.000 3 Alcatel -Lucent RRH2x40-07-L 80.000 80.000 1 Round Platform w/ Handrails 80.000 80.000 6 Powerwave LGP21401 Linear Appurtenance Elev (ft) Exposed From To Description To Wind 5.000 80.000 0.76" (19.2mm) 8 No 5.000 80.000 0.76" (19.2mm) 8 No 5.000 80.000 1.12" (28.5mm) No 5.000 80.000 1.12" (28.5mm) No 5.000 80.000 2" Conduit No 5.000 80.000 7/8" Coax No 5.000 121.0 1 5/8" Hybriflex No Load Cases 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0Wi (1.2+0.2Sds)`DL+E 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 121'-0" 90'-1"3/16 85-10'80%0" 49'-9'3/4 44-2'3/16 35-1'1/4 114" Thick (65 KSI) 1 50' 1' 45 11" 5/16' Thick (65 KSI) 68' fi 49'-9'3/4 3/8' Thick (65 KS1) 121-0' (1.2+0.2Sds)*DL+E (0.9 - 0.2Sds)* DL + E (0.9 - 0.2Sds)' DL + E 1.0D + 1.0W Seismic Equivalent Modal Analysis Method Seismic (Reduced DL) Equivalent Lateral Seismic (Reduced DL) Equivalent Modal Serviceability 60 mph Reactions Load Case 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 1181.82 1176.55 108.51 813.05 881.90 804.77 871.78 366.96 15.57 15.56 1.44 9.21 8.89 9.20 8.88 4.85 30.06 22.54 34.86 33.63 33.63 16.74 16.74 25.06 Dish Deflections Load Case Attach Deflection Elev (ft) (in) Rotation (deg) 0.00 0.000 0.000 120.000 - 115.000 - 110.000 - 105.000 - 100.000 - 95.000 - 90.000 - 85.000 - 80.000 - 75.000 - 70.000 - g 65.000 - g 60.000 - .2 w 55.000 - 49.810 - 44.180 - 40.000 - 35.000 - 30.000 - 25.000 - 20.000 - 15.000 - 10.000 - 5.000 - 0.000 - 0.03 0.05 0:08 1 0.10 0.12 0.14 0.12 ( 0.16 0.14 0.17 0.1.5 J 0.21 0.23 0.24 Load Case :1.2D + 1.6W Max Ratio 30.08% at 0.0 ft 0.26 0.22 0.23 0.24 0.25 0.26 � I 1 1 1 I I I I I I I I I I S l l I I l I l I l I l• I I I i••• ; 1. .. 1... 1. .. 1. .. 1... 1.00 I 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 0. Interaction Load Case :1.2D + 1.6W Max Ratio 30.08% at 0.0 ft 120.000 - 115.000 - 110.000 - 105.000 - 100.000 - 95.000 - 90.000 - 85.000 - 80.000 - 75.000 - 70.000 - ig 65.000 - 60.000 - a W 55.000 - 40.000 - 35.000 - 30.000 - 25.000 - 20.000 - 15.000 - 10.000 - 5.000 - 0.000 - 0.24 —r 0.25,' 0.26 r 0.27 0.27 0.28 0.29 0.30 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: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSI/TIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:09:56 AM Location : Code : Shape : Pole Type : Pole Manfacturer : KING County, WA ANSI/TIA-222-G 12 Sides Custom EEI Analysis Parameters Height (ft) : Base Diameter (in) : Top Diameter (in) : Taper (in/ft) : Rotation (deg) : 121 53.00 19.50 0.286 0.00 Structure Class: II Exposure Category: B 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: Sas: 6 1.515 1.000 1.010 1.34 p: S1: Fv: Shc: 1.3 0.569 1.500 0.569 Cs: Cs Max: C Min: 0.282 0.282 0.044 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 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: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSI/TIA-222-G ©2007-2018 byA TC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:09:57 AM Shaft Section Properties Bottom Top Slip Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix Wlt Dit Dia Elev Area Ix Wit D/t Taper Info (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (in 2) (in4) Ratio Ratio (in) (ft) (int) (in4) Ratio Ratio (in/ft) 1-12 49.810 0.3750 65 0.00 9,312 53.00 0.00 63.54 22462.1 35.73 141.33 38.74 49.81 46.33 8707.6 25.54 103.32 0.286157 2-12 45.919 0.3125 65 Slip 67.56 5,362 40.98 44.18 40.92 8640.1 33.00 131.14 27.84 90.10 27.70 2679.9 21.73 89.10 0.286157 3-12 35.107 0.2500 65 Slip 50.47 2,334 29.54 85.89 23.58 2583.5 29.52 118.18 19.50 121.00 15.50 732.9 18.76 78.00 0.286157 Shaft Weight 17,008 Discrete Appurtenance Properties Attach Distance Vert No Ice Elev From Face Ecc Weight EPAa Orientation (ft) Description Qty (ft) (ft) (Ib) (sf) Factor 121.00 Amphenol Ante! 6 0.000 5.000 57.00 13.410 0.66 121.00 Ericsson Radio 4449 - B13&B5 3 0.000 5.000 70.00 1.650 0.50 121.00 Ericsson Radio 8843 3 0.000 5.000 85.00 3.500 0.67 121.00 Flat Platform w/ Handrails 1 0.000 0.000 2000.00 42.400 1.00 121.00 Raycap RxxDC-3315-PF-48 1 0.000 5.000 21.40 2.510 0.67 80.00 Alcatel -Lucent B25 RRH4x30-4R 3 0.000 0.000 51.00 2.140 0.67 80.00 Alcatel -Lucent B66a RRH4x45 (A 3 0.000 0.000 67.00 2.660 0.67 80.00 Alcatel -Lucent RRH2x40-07-L 3 0.000 0.000 52.40 1.700 0.50 80.00 Alcatel -Lucent RRH4X25-WCS 3 0.000 0.000 70.00 3.160 0.67 80.00 Commscope SBNHH-1D65B 1 0.000 0.000 50.70 8.170 0.69 80.00 Commscope SBNHH-1D65B 1 0.000 0.000 50.70 8.170 0.69 80.00 Commscope SBNHH-1D65C 2 0.000 0.000 66.10 11.390 0.70 80.00 Commscope SBNHH-1D65C 2 0.000 0.000 66.10 11.390 0.70 80.00 Kathrein 742 264 / AP14/17-880 3 0.000 0.000 36.40 4.860 0.67 80.00 Kathrein Scala 80010965 1 0.000 0.000 97.60 13.810 0.62 80.00 Kathrein Scala 80010966 2 0.000 0.000 114.60 17.360 0.63 80.00 Kathrein Scala 860 10025 (7" H 12 0.000 0.000 1.20 0.160 0.50 80.00 KMW KFTDR00110030 (25.1 lbs) 3 0.000 0.000 25.10 0.910 0.50 80.00 Nokia Flexi RRH 4T4R B14 160W 3 0.000 0.000 50.70 2.420 0.67 80.00 Powerwave LGP21401 6 0.000 0.000 14.10 1.100 0.50 80.00 Raycap DC6-48-60-18-8F 2 0.000 0.000 20.00 1.110 1.00 80.00 Raycap DC6-48-60-18-8F 1 0.000 0.000 20.00 1.110 1.00 80.00 Round Platform w/ Handrails 1 0.000 0.000 2000.00 27.200 1.00 Totals Num Loadings:23 66 6737.80 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter Weight Width Exposed (ft) (ft) Qty Description (in) (Ib/ft) Flat (in) To Wind Carrier 5.00 121.00 1 1 5/8" Hybriflex 1.98 1.30 N 0.00 N Verizon 5.00 80.00 4 0.76" (19.2mm) 8 0.76 0.53 N 0.00 N AT&T Mobility 5.00 80.00 2 0.76" (19.2mm) 8 0.76 0.53 N 0.00 N AT&T Mobility 5.00 80.00 1 1.12" (28.5mm) Hybrid 1.12 0.90 N 0.00 N AT&T Mobility 5.00 80.00 2 1.12" (28.5mm) Hybrid 1.12 0.90 N 0.00 N AT&T Mobility 5.00 80.00 1 2" Conduit 2.38 3.65 N 0.00 N AT&T Mobility 5.00 80.00 18 7/8" Coax 1.09 0.33 N 0.00 N AT&T Mobility Page: 2 Site Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSIITIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:09:57 AM Segment Properties (Max Len : 5.ft) Seg Top Flat Elev Thick Dia Area Ix W/t D/t F'y S Z Weight (ft) Description (in) (in) (in2) (in4) Ratio Ratio (ksi) (in3) (in3) (Ib) 0.00 0.3750 53.000 63.545 22,462.1 35.73 141.33 65.7 818.7 0.0 0.0 5.00 0.3750 51.569 61.817 20,679.3 34.70 137.52 66.9 774.7 0.0 1,066.4 10.00 0.3750 50.138 60.089 18,993.5 33.68 133.70 68.0 731.8 0.0 1,037.1 15.00 0.3750 48.708 58.362 17,401.8 32.66 129.89 69.1 690.2 0.0 1,007.7 20.00 0.3750 47.277 56.634 15,901.7 31.64 126.07 70.2 649.8 0.0 978.3 25.00 0.3750 45.846 54.906 14,490.3 30.61 122.26 71.3 610.6 0.0 948.9 30.00 0.3750 44.415 53.179 13,165.1 29.59 118.44 72.4 572.6 0.0 919.5 35.00 0.3750 42.985 51.451 11,923.2 28.57 114.63 73.6 535.9 0.0 890.1 40.00 0.3750 41.554 49.723 10,762.0 27.55 110.81 74.7 500.3 0.0 860.7 44.18 Bot - Section 2 0.3750 40.358 48.279 9,851.2 26.69 107.62 75.6 471.6 0.0 696.9 45.00 0.3750 40.123 47.996 9,678.7 26.53 106.99 75.8 466.0 0.0 248.2 49.81 Top - Section 1 0.3125 39.372 39.303 7,653.4 31.62 125.99 70.2 375.5 0.0 1,426.6 50.00 0.3125 39.317 39.248 7,621.5 31.57 125.81 70.3 374.5 0.0 25.4 55.00 0.3125 37.886 37.809 6,813.2 30.34 121.24 71.6 347.4 0.0 655.5 60.00 0.3125 36.456 36.369 6,064.1 29.11 116.66 73.0 321.3 0.0 631.0 65.00 0.3125 35.025 34.929 5,372.1 27.89 112.08 74.3 296.3 0.0 606.5 70.00 0.3125 33.594 33.490 4,734.8 26.66 107.50 75.6 272.3 0.0 582.0 75.00 0.3125 32.163 32.050 4,150.0 25.43 102.92 77.0 249.3 0.0 557.5 80.00 0.3125 30.732 30.610 3,615.5 24.21 98.34 78.3 227.3 0.0 533.0 85.00 0.3125 29.302 29.170 3,128.9 22.98 93.77 79.7 206.3 0.0 508.5 85.89 Bot - Section 3 0.3125 29.046 28.913 3,046.9 22.76 92.95 79.9 202.6 0.0 88.3 90.00 0.3125 27.871 27.731 2,688.1 21.75 89.19 81.0 186.3 0.0 718.7 90.10 Top - Section 2 0.2500 28.343 22.615 2,278.0 28.23 113.37 73.9 155.3 0.0 17.0 95.00 0.2500 26.940 21.486 1,953.6 26.73 107.76 75.6 140.1 0.0 367.7 100.0 0.2500 25.509 20.334 1,655.9 25.20 102.04 77.2 125.4 0.0 355.8 105.0 0.2500 24.079 19.182 1,390.2 23.66 96.31 78.9 111.5 0.0 336.2 110.0 0.2500 22.648 18.030 1,154.5 22.13 90.59 80.6 98.5 0.0 316.6 115.0 0.2500 21.217 16.878 947.1 20.60 84.87 81.9 86.2 0.0 297.0 120.0 0.2500 19.786 15.727 766.1 19.06 79.14 81.9 74.8 0.0 277.4 121.0 0.2500 19.500 15.496 732.9 18.76 78.00 81.9 72.6 0.0 53.1 17,007.5 Page: 3 Site Number: 310595 a Site Name: Customer: Elmo - Spaa, WA AT&T MOBILITY Code: ANSIITIA-222-G ©2007- 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:09:57 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 20 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) (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 44.18 45.00 49.81 50.00 55.00 60.00 65.00 70.00 75.00 80.00 85.00 85.89 90.00 90.10 95.00 100.00 105.00 110.00 115.00 120.00 121.00 Bot - Section 2 Top - Section 1 Appurtenance(s) Bot - Section 3 Top - Section 2 Appurtenance(s) 244.1 0.0 0.0 0.0 244.1 0.0 0.0 0.0 481.6 1,279.7 0.0 0.0 481.6 1,279.7 0.0 0.0 468.2 1,244.5 0.0 100.6 468.2 1,345.1 0.0 0.0 454.8 1,209.2 0.0 100.6 454.8 1,309.8 0.0 0.0 441.5 1,173.9 0.0 100.6 441.5 1,274.5 0.0 0.0 428.1 1,138.6 0.0 100.6 428.1 1,239.3 0.0 0.0 419.6 1,103.4 0.0 100.6 419.6 1,204.0 0.0 0.0 419.5 1,068.1 0.0 100.6 419.5 1,168.7 0.0 0.0 386.8 1,032.8 0.0 100.6 386.8 1,133.4 0.0 0.0 211.3 836.3 0.0 84.1 211.3 920.4 0.0 0.0 240.3 297.9 0.0 16.5 240.3 314.4 0.0 0.0 213.3 1,711.9 0.0 96.8 213.3 1,808.7 0.0 0.0 219.7 30.5 0.0 3.8 219.7 34.3 0.0 0.0 420.8 786.6 0.0 100.6 420.8 887.2 0.0 0.0 415.2 757.2 0.0 100.6 415.2 857.9 0.0 0.0 408.1 727.8 0.0 100.6 408.1 828.5 0.0 0.0 399.8 698.4 0.0 100.6 399.8 799.1 0.0 0.0 390.4 669.0 0.0 100.6 390.4 769.7 0.0 0.0 380.0 639.7 3,268.9 0.0 0.0 4,691.3 0.0 100.6 3,648.9 5,431.6 0.0 0.0 220.1 610.3 0.0 7.8 220.1 618.1 0.0 0.0 184.0 105.9 0.0 1.4 184.0 107.3 0.0 0.0 154.7 862.5 0.0 6.4 154.7 868.9 0.0 0.0 178.3 20.3 0.0 0.2 178.3 20.5 0.0 0.0 346.3 441.3 0.0 7.6 346.3 448.9 0.0 0.0 336.2 426.9 0.0 7.8 336.2 434.7 0.0 0.0 321.8 403.4 0.0 7.8 321.8 411.2 0.0 0.0 306.7 379.9 0.0 7.8 306.7 387.7 0.0 0.0 291.0 356.4 0.0 7.8 291.0 364.2 0.0 0.0 168.8 332.8 0.0 7.8 168.8 340.6 0.0 0.0 27.3 63.7 2,942.6 0.0 7,871.6 3,394.1 0.0 1.6 2,970.0 3,459.4 0.0 0.0 Totals: 15,790.1 30,067.6 0.00 0.00 Page: 4 Site Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSI/TIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:09:58 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 20 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 -30.06 -15.57 0.00 -1,181.82 0.00 1,181.82 3,760.23 1,880.11 8,175.14 4,037.39 0.00 0.00 0.301 5.00 -28.76 -15.12 0.00 -1,104.00 0.00 1,104.00 3,720.03 1,860.01 7,866.29 3,884.86 0.04 -0.07 0.292 10.00 -27.40 -14.68 0.00 -1,028.40 0.00 1,028.40 3,676.36 1,838.18 7,555.11 3,731.18 0.16 -0.15 0.283 15.00 -26.07 -14.26 0.00 -954.98 0.00 954.98 3,629.23 1,814.61 7,242.20 3,576.65 0.35 -0.22 0.274 20.00 -24.78 -13.84 0.00 -883.69 0.00 883.69 3,578.62 1,789.31 6,928.20 3,421.58 0.62 -0.30 0.265 25.00 -23.52 -13.44 0.00 -814.46 0.00 814.46 3,524.55 1,762.28 6,613.71 3,266.26 0.97 -0.37 0.256 30.00 -22.30 -13.04 0.00 -747.26 0.00 747.26 3,467.02 1,733.51 6,299.36 3,111.02 1.40 -0.45 0.247 35.00 -21.12 -12.64 0.00 -682.05 0.00 682.05 3,406.01 1,703.01 5,985.77 2,956.15 1.91 -0.52 0.237 40.00 -19.98 -12.27 0.00 -618.84 0.00 618.84 3,341.54 1,670.77 5,673.55 2,801.95 2.50 -0.60 0.227 44.18 -19.05 -12.06 0.00 -567.57 0.00 567.57 3,284.98 1,642.49 5,414.06 2,673.80 3.06 -0.67 0.218 45.00 -18.73 -11.83 0.00 -557.67 0.00 557.67 3,273.60 1,636.80 5,363.33 2,648.75 3.18 -0.68 0.216 49.81 -16.92 -11.61 0.00 -500.77 0.00 500.77 2,484.37 1,242.18 4,005.43 1,978.13 3.90 -0.76 0.260 50.00 -16.88 -11.40 0.00 -498.56 0.00 498.56 2,482.70 1,241.35 3,997.13 1,974.03 3.93 -0.76 0.259 55.00 -15.98 -10.99 0.00 -441.57 0.00 441.57 2,437.16 1,218.58 3,778.73 1,866.17 4.78 -0.85 0.243 60.00 -15.11 -10.58 0.00 -386.62 0.00 386.62 2,388.15 1,194.08 3,560.58 1,758.44 5.71 -0.93 0.226 65.00 -14.28 -10.18 0.00 -333.70 0.00 333.70 2,335.68 1,167.84 3,343.31 1,651.13 6.73 -1.02 0.208 70.00 -13.47 -9.79 0.00 -282.78 0.00 282.78 2,279.73 1,139.87 3,127.52 1,544.57 7.85 -1.10 0.189 75.00 -12.70 -9.40 0.00 -233.85 0.00 233.85 2,220.32 1,110.16 2,913.85 1,439.04 9.04 -1.18 0.168 80.00 -7.34 -5.64 0.00 -186.85 0.00 186.85 2,157.44 1,078.72 2,702.91 1,334.87 10.31 -1.25 0.143 85.00 -6.72 -5.41 0.00 -158.64 0.00 158.64 2,091.10 1,045.55 2,495.32 1,232.34 11.66 -1.32 0.132 85.89 -6.61 -5.23 0.00 -153.80 0.00 153.80 2,078.88 1,039.44 2,458.63 1,214.23 11.91 -1.33 0.130 90.00 -5.75 -5.06 0.00 -132.31 0.00 132.31 2,021.28 1,010.64 2,291.69 1,131.78 13.08 -1.38 0.120 90.10 -5.73 -4.88 0.00 -131.81 0.00 131.81 1,504.53 752.26 1,743.07 860.84 13.10 -1.39 0.157 95.00 -5.28 -4.53 0.00 -107.88 0.00 107.88 1,461.12 730.56 1,607.53 793.90 14.56 -1.45 0.140 100.00 -4.85 -4.19 0.00 -85.21 0.00 85.21 1,413.40 706.70 1,470.89 726.42 16.12 -1.52 0.121 105.00 -4.44 -3.86 0.00 -64.26 0.00 64.26 1,362.21 681.11 1,336.54 660.07 17.74 -1.58 0.101 110.00 -4.06 -3.55 0.00 -44.94 0.00 44.94 1,307.56 653.78 1,205.08 595.15 19.43 -1.64 0.079 115.00 -3.71 -3.25 0.00 -27.19 0.00 27.19 1,244.11 622.05 1,072.55 529.69 21.17 -1.68 0.054 120.00 -3.37 -3.07 0.00 -10.94 0.00 10.94 1,159.21 579.60 930.36 459.47 22.96 -1.71 0.027 121.00 0.00 -2.97 0.00 -7.87 0.00 7.87 1,142.23 571.11 903.13 446.02 23.31 -1.72 0.018 Page: 5 r Site Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSIITIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:09:58 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) 20 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) (Ib -ft) (Ib -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 44.18 45.00 49.81 50.00 55.00 60.00 65.00 70.00 75.00 80.00 85.00 85.89 90.00 90.10 95.00 100.00 105.00 110.00 115.00 120.00 121.00 Bot - Section 2 Top - Section 1 Appurtenance(s) Bot - Section 3 Top - Section 2 Appurtenance(s) 244.1 0.0 0.0 0.0 244.1 0.0 0.0 0.0 481.6 959.8 0.0 0.0 481.6 959.8 0.0 0.0 468.2 933.3 0.0 75.5 468.2 1,008.8 0.0 0.0 454.8 906.9 0.0 75.5 454.8 982.4 0.0 0.0 441.5 880.4 0.0 75.5 441.5 955.9 0.0 0.0 428.1 854.0 0.0 75.5 428.1 929.4 0.0 0.0 419.6 827.5 0.0 75.5 419.6 903.0 0.0 0.0 419.5 801.1 0.0 75.5 419.5 876.5 0.0 0.0 386.8 774.6 0.0 75.5 386.8 850.1 0.0 0.0 211.3 627.2 0.0 63.1 211.3 690.3 0.0 0.0 240.3 223.4 0.0 12.4 240.3 235.8 0.0 0.0 213.3 1,283.9 0.0 72.6 213.3 1,356.5 0.0 0.0 219.7 22.9 0.0 2.9 219.7 25.7 0.0 0.0 420.8 590.0 0.0 75.5 420.8 665.4 0.0 0.0 415.2 567.9 0.0 75.5 415.2 643.4 0.0 0.0 408.1 545.9 0.0 75.5 408.1 621.3 0.0 0.0 399.8 523.8 0.0 75.5 399.8 599.3 0.0 0.0 390.4 501.8 0.0 75.5 390.4 577.3 0.0 0.0 380.0 479.7 3,268.9 0.0 0.0 3,518.5 0.0 75.5 3,648.9 4,073.7 0.0 0.0 220.1 457.7 0.0 5.8 220.1 463.5 0.0 0.0 184.0 79.4 0.0 1.0 184.0 80.5 0.0 0.0 154.7 646.9 0.0 4.8 154.7 651.7 0.0 0.0 178.3 15.3 0.0 0.1 178.3 15.4 0.0 0.0 346.3 331.0 0.0 5.7 346.3 336.7 0.0 0.0 336.2 320.2 0.0 5.8 336.2 326.0 0.0 0.0 321.8 302.5 0.0 5.8 321.8 308.4 0.0 0.0 306.7 284.9 0.0 5.8 306.7 290.8 0.0 0.0 291.0 267.3 0.0 5.8 291.0 273.1 0.0 0.0 168.8 249.6 0.0 5.8 168.8 255.5 0.0 0.0 27.3 47.8 2,942.6 0.0 7,871.6 2,545.6 0.0 1.2 2,970.0 2,594.5 0.0 0.0 Totals: 15,790.1 22,550.7 0.00 0.00 Page: 6 • Site Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSI/TIA-222-G ©2007-2018 by A TC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:00 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) 20 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 -22.54 -15.56 0.00 -1,176.55 0.00 1,176.55 3,760.23 1,880.11 8,175.14 4,037.39 0.00 0.00 0.297 5.00 -21.56 -15.11 0.00 -1,098.75 0.00 1,098.75 3,720.03 1,860.01 7,866.29 3,884.86 0.04 -0.07 0.289 10.00 -20.54 -14.66 0.00 -1,023.22 0.00 1,023.22 3,676.36 1,838.18 7,555.11 3,731.18 0.15 -0.15 0.280 15.00 -19.54 -14.23 0.00 -949.91 0.00 949.91 3,629.23 1,814.61 7,242.20 3,576.65 0.35 -0.22 0.271 20.00 -18.56 -13.81 0.00 -878.77 0.00 878.77 3,578.62 1,789.31 6,928.20 3,421.58 0.62 -0.29 0.262 25.00 -17.62 -13.40 0.00 -809.73 0.00 809.73 3,524.55 1,762.28 6,613.71 3,266.26 0.96 -0.37 0.253 30.00 -16.70 -12.99 0.00 -742.74 0.00 742.74 3,467.02 1,733.51 6,299.36 3,111.02 1.39 -0.45 0.244 35.00 -15.81 -12.59 0.00 -677.77 0.00 677.77 3,406.01 1,703.01 5,985.77 2,956.15 1.90 -0.52 0.234 40.00 -14.95 -12.21 0.00 -614.83 0.00 614.83 3,341.54 1,670.77 5,673.55 2,801.95 2.49 -0.60 0.224 44.18 -14.25 -12.00 0.00 -563.79 0.00 563.79 3,284.98 1,642.49 5,414.06 2,673.80 3.04 -0.66 0.215 45.00 -14.01 -11.77 0.00 -553.94 0.00 553.94 3,273.60 1,636.80 5,363.33 2,648.75 3.16 -0.68 0.213 49.81 -12.65 -11.55 0.00 -497.33 0.00 497.33 2,484.37 1,242.18 4,005.43 1,978.13 3.88 -0.75 0.257 50.00 -12.62 -11.34 0.00 -495.14 0.00 495.14 2,482.70 1,241.35 3,997.13 1,974.03 3.91 -0.75 0.256 55.00 -11.94 -10.93 0.00 -438.44 0.00 438.44 2,437.16 1,218.58 3,778.73 1,866.17 4.75 -0.84 0.240 60.00 -11.29 -10.52 0.00 -383.81 0.00 383.81 2,388.15 1,194.08 3,560.58 1,758.44 5.68 -0.93 0.223 65.00 -10.66 -10.11 0.00 -331.22 0.00 331.22 2,335.68 1,167.84 3,343.31 1,651.13 6.70 -1.01 0.205 70.00 -10.06 -9.72 0.00 -280.65 0.00 280.65 2,279.73 1,139.87 3,127.52 1,544.57 7.80 -1.09 0.186 75.00 -9.48 -9.33 0.00 -232.06 0.00 232.06 2,220.32 1,110.16 2,913.85 1,439.04 8.99 -1.17 0.166 80.00 -5.47 -5.60 0.00 -185.42 0.00 185.42 2,157.44 1,078.72 2,702.91 1,334.87 10.25 -1.24 0.141 85.00 -5.01 -5.37 0.00 -157.41 0.00 157.41 2,091.10 1,045.55 2,495.32 1,232.34 11.59 -1.31 0.130 85.89 -4.93 -5.19 0.00 -152.61 0.00 152.61 2,078.88 1,039.44 2,458.63 1,214.23 11.84 -1.32 0.128 90.00 -4.28 -5.02 0.00 -131.29 0.00 131.29 2,021.28 1,010.64 2,291.69 1,131.78 13.00 -1.38 0.118 90.10 -4.27 -4.85 0.00 -130.80 0.00 130.80 1,504.53 752.26 1,743.07 860.84 13.03 -1.38 0.155 95.00 -3.93 -4.50 0.00 -107.04 0.00 107.04 1,461.12 730.56 1,607.53 793.90 14.47 -1.44 0.138 100.00 -3.61 -4.16 0.00 -84.55 0.00 84.55 1,413.40 706.70 1,470.89 726.42 16.02 -1.51 0.119 105.00 -3.31 -3.83 0.00 -63.77 0.00 63.77 1,362.21 681.11 1,336.54 660.07 17.63 -1.57 0.099 110.00 -3.02 -3.52 0.00 -44.62 0.00 44.62 1,307.56 653.78 1,205.08 595.15 19.31 -1.63 0.077 115.00 -2.76 -3.22 0.00 -27.02 0.00 27.02 1,244.11 622.05 1,072.55 529.69 21.04 -1.67 0.053 120.00 -2.51 -3.05 0.00 -10.92 0.00 10.92 1,159.21 579.60 930.36 459.47 22.81 -1.70 0.026 121.00 0.00 -2.97 0.00 -7.87 0.00 7.87 1,142.23 571.11 903.13 446.02 23.17 -1.70 0.018 Page: 7 Site Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSIITIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:00 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 18 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 Wind FX (Ib) Dead Load (Ib) Torsion Moment Wind FX MY MZ (Ib) (Ib -ft) (Ib -ft) Dead Load (Ib) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 44.18 45.00 49.81 50.00 55.00 60.00 65.00 70.00 75.00 80.00 85.00 85.89 90.00 90.10 95.00 100.00 105.00 110.00 115.00 120.00 121.00 Bot - Section 2 Top - Section 1 Appurtenance(s) Bot - Section 3 Top - Section 2 Appurtenance(s) 23.1 45.7 44.5 43.3 42.0 40.8 40.1 40.1 37.0 20.2 23.0 20.4 21.1 40.4 39.9 39.3 38.5 37.7 36.7 21.3 17.8 15.0 17.3 33.6 32.7 31.4 30.0 28.6 16.6 2.7 0.0 1,409.8 1,385.7 1,353.7 1,319.1 1,283.1 1,246.2 1,208.8 1,170.8 949.7 320.5 1,840.8 35.6 917.0 883.9 850.6 817.2 783.7 750.0 716.2 124.8 947.3 22.4 538.0 521.0 492.8 464.5 436.1 407.7 78.5 291.9 0.0 0.0 5,895.1 251.8 0.0 640.3 4,112.8 Page: 8 Dead Dead Torsion Moment Wind FX Load Wind FX Load MY MZ (Ib) (Ib) (Ib) (Ib) (lb -ft) (Ib) 0.0 0.0 23.1 0.0 0.0 0.0 0.0 0.0 45.7 1,409.8 0.0 0.0 0.0 100.6 44.5 1,486.4 0.0 0.0 0.0 100.6 43.3 1,454.4 0.0 0.0 0.0 100.6 42.0 1,419.7 0.0 0.0 0.0 100.6 40.8 1,383.7 0.0 0.0 0.0 100.6 40.1 1,346.8 0.0 0.0 0.0 100.6 40.1 1,309.4 0.0 0.0 0.0 100.6 37.0 1,271.5 0.0 0.0 0.0 84.1 20.2 1,033.8 0.0 0.0 0.0 16.5 23.0 337.0 0.0 0.0 0.0 96.8 20.4 1,937.6 0.0 0.0 0.0 3.8 21.1 39.4 0.0 0.0 0.0 100.6 40.4 1,017.6 0.0 0.0 0.0 100.6 39.9 984.5 0.0 0.0 0.0 100.6 39.3 951.2 0.0 0.0 0.0 100.6 38.5 917.8 0.0 0.0 0.0 100.6 37.7 884.3 0.0 0.0 0.0 100.6 328.7 6,745.7 0.0 0.0 0.0 7.8 21.3 724.0 0.0 0.0 0.0 1.4 17.8 126.2 0.0 0.0 0.0 6.4 15.0 953.8 0.0 0.0 0.0 0.2 17.3 22.5 0.0 0.0 0.0 7.6 33.6 545.7 0.0 0.0 0.0 7.8 32.7 528.8 0.0 0.0 0.0 7.8 31.4 500.6 0.0 0.0 0.0 7.8 30.0 472.3 0.0 0.0 0.0 7.8 28.6 443.9 0.0 0.0 0.0 7.8 16.6 415.5 0.0 0.0 0.0 1.6 254.5 4,192.9 0.0 0.0 Totals: 1,464.57 34,856.6 0.00 0.00 Site Number: 310595 Site Name: Customer: Elmo - Spaa, WA AT&T MOBILITY Code: ANSIITIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:01 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 18 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 -34.86 -1.44 0.00 -108.51 0.00 108.51 3,760.23 1,880.11 8,175.14 4,037.39 0.00 0.00 0.036 5.00 -33.45 -1.40 0.00 -101.29 0.00 101.29 3,720.03 1,860.01 7,866.29 3,884.86 0.00 -0.01 0.035 10.00 -31.96 -1.36 0.00 -94.29 0.00 94.29 3,676.36 1,838.18 7,555.11 3,731.18 0.01 -0.01 0.034 15.00 -30.51 -1.32 0.00 -87.49 0.00 87.49 3,629.23 1,814.61 7,242.20 3,576.65 0.03 -0.02 0.033 20.00 -29.09 -1.28 0.00 -80.89 0.00 80.89 3,578.62 1,789.31 6,928.20 3,421.58 0.06 -0.03 0.032 25.00 -27.70 -1.24 0.00 -74.48 0.00 74.48 3,524.55 1,762.28 6,613.71 3,266.26 0.09 -0.03 0.031 30.00 -26.35 -1.21 0.00 -68.27 0.00 68.27 3,467.02 1,733.51 6,299.36 3,111.02 0.13 -0.04 0.030 35.00 -25.05 -1.17 0.00 -62.24 0.00 62.24 3,406.01 1,703.01 5,985.77 2,956.15 0.18 -0.05 0.028 40.00 -23.77 -1.13 0.00 -56.40 0.00 56.40 3,341.54 1,670.77 5,673.55 2,801.95 0.23 -0.06 0.027 44.18 -22.74 -1.11 0.00 -51.67 0.00 51.67 3,284.98 1,642.49 5,414.06 2,673.80 0.28 -0.06 0.026 45.00 -22.40 -1.09 0.00 -50.76 0.00 50.76 3,273.60 1,636.80 5,363.33 2,648.75 0.29 -0.06 0.026 49.81 -20.47 -1.07 0.00 -45.52 0.00 45.52 2,484.37 1,242.18 4,005.43 1,978.13 0.36 -0.07 0.031 50.00 -20.43 -1.05 0.00 -45.31 0.00 45.31 2,482.70 1,241.35 3,997.13 1,974.03 0.36 -0.07 0.031 55.00 -19.41 -1.01 0.00 -40.07 0.00 40.07 2,437.16 1,218.58 3,778.73 1,866.17 0.44 -0.08 0.029 60.00 -18.42 -0.97 0.00 -35.02 0.00 35.02 2,388.15 1,194.08 3,560.58 1,758.44 0.52 -0.09 0.028 65.00 -17.47 -0.93 0.00 -30.16 0.00 30.16 2,335.68 1,167.84 3,343.31 1,651.13 0.62 -0.09 0.026 70.00 -16.55 -0.89 0.00 -25.50 0.00 25.50 2,279.73 1,139.87 3,127.52 1,544.57 0.72 -0.10 0.024 75.00 -15.67 -0.86 0.00 -21.02 0.00 21.02 2,220.32 1,110.16 2,913.85 1,439.04 0.83 -0.11 0.022 80.00 -8.93 -0.52 0.00 -16.73 0.00 16.73 2,157.44 1,078.72 2,702.91 1,334.87 0.94 -0.11 0.017 85.00 -8.20 -0.49 0.00 -14.15 0.00 14.15 2,091.10 1,045.55 2,495.32 1,232.34 1.06 -0.12 0.015 85.89 -8.07 -0.48 0.00 -13.71 0.00 13.71 2,078.88 1,039.44 2,458.63 1,214.23 1.09 -0.12 0.015 90.00 -7.12 -0.46 0.00 -11.75 0.00 11.75 2,021.28 1,010.64 2,291.69 1,131.78 1.19 -0.13 0.014 90.10 -7.10 -0.44 0.00 -11.70 0.00 11.70 1,504.53 752.26 1,743.07 860.84 1.20 -0.13 0.018 95.00 -6.55 -0.41 0.00 -9.53 0.00 9.53 1,461.12 730.56 1,607.53 793.90 1.33 -0.13 0.016 100.00 -6.02 -0.38 0.00 -7.48 0.00 7.48 1,413.40 706.70 1,470.89 726.42 1.47 -0.14 0.015 105.00 -5.52 -0.34 0.00 -5.61 0.00 5.61 1,362.21 681.11 1,336.54 660.07 1.62 -0.14 0.013 110.00 -5.05 -0.31 0.00 -3.89 0.00 3.89 1,307.56 653.78 1,205.08 595.15 1.77 -0.15 0.010 115.00 -4.61 -0.28 0.00 -2.32 0.00 2.32 1,244.11 622.05 1,072.55 529.69 1.93 -0.15 0.008 120.00 -4.19 -0.27 0.00 -0.91 0.00 0.91 1,159.21 579.60 930.36 459.47 2.09 -0.15 0.006 121.00 0.00 -0.25 0.00 -0.64 0.00 0.64 1,142.23 571.11 903.13 446.02 2.12 -0.15 0.001 Page: 9 Site Number: 310595 Sit! Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSI/TIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:01 AM Load Case: 1.0D + 1.0W Gust Response Factor :1.10 Dead Load Factor :1.00 Wind Load Factor :1.00 Serviceability 60 mph 19 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) (Ib -ft) (Ib -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 44.18 Bot - Section 2 45.00 49.81 Top - Section 1 50.00 55.00 60.00 65.00 70.00 75.00 80.00 Appurtenance(s) 85.00 85.89 Bot - Section 3 90.00 90.10 Top - Section 2 95.00 100.00 105.00 110.00 115.00 120.00 121.00 Appurtenance(s) 76.0 0.0 0.0 0.0 76.0 0.0 0.0 0.0 150.0 1,066.4 0.0 0.0 150.0 1,066.4 0.0 0.0 145.8 1,037.1 0.0 83.8 145.8 1,120.9 0.0 0.0 141.6 1,007.7 0.0 83.8 141.6 1,091.5 0.0 0.0 137.5 978.3 0.0 83.8 137.5 1,062.1 0.0 0.0 133.3 948.9 0.0 83.8 133.3 1,032.7 0.0 0.0 130.7 919.5 0.0 83.8 130.7 1,003.3 0.0 0.0 130.6 890.1 0.0 83.8 130.6 973.9 0.0 0.0 120.4 860.7 0.0 83.8 120.4 944.5 0.0 0.0 65.8 696.9 0.0 70.1 65.8 767.0 0.0 0.0 74.8 248.2 0.0 13.8 74.8 262.0 0.0 0.0 66.4 1,426.6 0.0 80.7 66.4 1,507.2 0.0 0.0 68.4 25.4 0.0 3.2 68.4 28.6 0.0 0.0 131.1 655.5 0.0 83.8 131.1 739.4 0.0 0.0 129.3 631.0 0.0 83.8 129.3 714.9 0.0 0.0 127.1 606.5 0.0 83.8 127.1 690.4 0.0 0.0 124.5 582.0 0.0 83.8 124.5 665.9 0.0 0.0 121.6 557.5 0.0 83.8 121.6 641.4 0.0 0.0 118.3 533.0 1,018.0 0.0 0.0 3,909.4 0.0 83.8 1,136.4 4,526.3 0.0 0.0 68.6 508.5 0.0 6.5 68.6 515.0 0.0 0.0 57.3 88.3 0.0 1.2 57.3 89.4 0.0 0.0 48.2 718.7 0.0 5.3 48.2 724.1 0.0 0.0 55.5 17.0 0.0 0.1 55.5 17.1 0.0 0.0 107.8 367.7 0.0 6.4 107.8 374.1 0.0 0.0 104.7 355.8 0.0 6.5 104.7 362.3 0.0 0.0 100.2 336.2 0.0 6.5 100.2 342.7 0.0 0.0 95.5 316.6 0.0 6.5 95.5 323.1 0.0 0.0 90.6 297.0 0.0 6.5 90.6 303.5 0.0 0.0 52.6 277.4 0.0 6.5 52.6 283.9 0.0 0.0 8.5 53.1 916.4 0.0 2,451.3 2,828.4 0.0 1.3 924.9 2,882.8 0.0 0.0 Totals: 4,917.34 25,056.3 0.00 0.00 Page: 10 Site Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSI/TIA-222-G ©2007-2018 byA TC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:03 AM Load Case: 1.0D + 1.0W Gust Response Factor :1.10 Dead Load Factor :1.00 Wind Load Factor :1.00 Serviceability 60 mph 19 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 -25.06 -4.85 0.00 -366.96 0.00 366.96 3,760.23 1,880.11 8,175.14 4,037.39 0.00 0.00 0.098 5.00 -23.99 -4.71 0.00 -342.73 0.00 342.73 3,720.03 1,860.01 7,866.29 3,884.86 0.01 -0.02 0.095 10.00 -22.86 -4.57 0.00 -319.20 0.00 319.20 3,676.36 1,838.18 7,555.11 3,731.18 0.05 -0.05 0.092 15.00 -21.77 -4.43 0.00 -296.36 0.00 296.36 3,629.23 1,814.61 7,242.20 3,576.65 0.11 -0.07 0.089 20.00 -20.71 -4.30 0.00 -274.19 0.00 274.19 3,578.62 1,789.31 6,928.20 3,421.58 0.19 -0.09 0.086 25.00 -19.67 -4.18 0.00 -252.67 0.00 252.67 3,524.55 1,762.28 6,613.71 3,266.26 0.30 -0.12 0.083 30.00 -18.67 -4.05 0.00 -231.79 0.00 231.79 3,467.02 1,733.51 6,299.36 3,111.02 0.43 -0.14 0.080 35.00 -17.69 -3.93 0.00 -211.53 0.00 211.53 3,406.01 1,703.01 5,985.77 2,956.15 0.59 -0.16 0.077 40.00 -16.75 -3.81 0.00 -191.90 0.00 191.90 3,341.54 1,670.77 5,673.55 2,801.95 0.78 -0.19 0.074 44.18 -15.98 -3.74 0.00 -175.98 0.00 175.98 3,284.98 1,642.49 5,414.06 2,673.80 0.95 -0.21 0.071 45.00 -15.72 -3.67 0.00 -172.91 0.00 172.91 3,273.60 1,636.80 5,363.33 2,648.75 0.99 -0.21 0.070 49.81 -14.21 -3.60 0.00 -155.25 0.00 155.25 2,484.37 1,242.18 4,005.43 1,978.13 1.21 -0.23 0.084 50.00 -14.18 -3.54 0.00 -154.57 0.00 154.57 2,482.70 1,241.35 3,997.13 1,974.03 1.22 -0.24 0.084 55.00 -13.44 -3.41 0.00 -136.88 0.00 136.88 2,437.16 1,218.58 3,778.73 1,866.17 1.48 -0.26 0.079 60.00 -12.72 -3.28 0.00 -119.83 0.00 119.83 2,388.15 1,194.08 3,560.58 1,758.44 1.77 -0.29 0.073 65.00 -12.03 -3.16 0.00 -103.42 0.00 103.42 2,335.68 1,167.84 3,343.31 1,651.13 2.09 -0.32 0.068 70.00 -11.37 -3.03 0.00 -87.64 0.00 87.64 2,279.73 1,139.87 3,127.52 1,544.57 2.43 -0.34 0.062 75.00 -10.73 -2.91 0.00 -72.47 0.00 72.47 2,220.32 1,110.16 2,913.85 1,439.04 2.80 -0.37 0.055 80.00 -6.21 -1.75 0.00 -57.90 0.00 57.90 2,157.44 1,078.72 2,702.91 1,334.87 3.20 -0.39 0.046 85.00 -5.69 -1.68 0.00 -49.16 0.00 49.16 2,091.10 1,045.55 2,495.32 1,232.34 3.62 -0.41 0.043 85.89 -5.60 -1.62 0.00 -47.66 0.00 47.66 2,078.88 1,039.44 2,458.63 1,214.23 3.69 -0.41 0.042 90.00 -4.88 -1.57 0.00 -41.00 0.00 41.00 2,021.28 1,010.64 2,291.69 1,131.78 4.06 -0.43 0.039 90.10 -4.86 -1.51 0.00 -40.85 0.00 40.85 1,504.53 752.26 1,743.07 860.84 4.07 -0.43 0.051 95.00 -4.49 -1.40 0.00 -33.43 0.00 33.43 1,461.12 730.56 1,607.53 793.90 4.52 -0.45 0.045 100.00 -4.13 -1.30 0.00 -26.41 0.00 26.41 1,413.40 706.70 1,470.89 726.42 5.00 -0.47 0.039 105.00 -3.78 -1.20 0.00 -19.91 0.00 19.91 1,362.21 681.11 1,336.54 660.07 5.50 -0.49 0.033 110.00 -3.46 -1.10 0.00 -13.93 0.00 13.93 1,307.56 653.78 1,205.08 595.15 6.03 -0.51 0.026 115.00 -3.16 -1.01 0.00 -8.44 0.00 8.44 1,244.11 622.05 1,072.55 529.69 6.57 -0.52 0.018 120.00 -2.87 -0.95 0.00 -3.40 0.00 3.40 1,159.21 579.60 930.36 459.47 7.12 -0.53 0.010 121.00 0.00 -0.92 0.00 -2.45 0.00 2.45 1,142.23 571.11 903.13 446.02 7.23 -0.53 0.005 Page: 11 i Site Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSI/TIA-222-G ©2007-2018 byA TC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:03 AM Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period (S s): Spectral Response Acceleration at 1.0 Second Period (S 1): Long -Period Transition Period (T L): Importance Factor (I E): Site Coefficient F a: Site Coeffiecient F ,,: Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S ds): Design Spectral Response Acceleration at 1.0 Second Period (S Seismic Response Coefficient (C s): Upper Limit C Lower Limit C s Period based on Rayleigh Method (sec): Redundancy Factor (p): Seismic Force Distribution Exponent (k): Total Unfactored Dead Load: Seismic Base Shear (E): di): 1.51 0.57 6 1.00 1.00 1.50 1.50 1.01 0.57 0.28 0.28 0.04 1.34 1.30 1.42 25.06 k 9.20 k Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W Z Force Force Segment (ft) (Ib) (lb -ft) C ,,,, (Ib) (Ib) 29 120.50 54 49 0.005 47 76 28 117.50 284 249 0.026 239 398 27 112.50 303 250 0.026 240 425 26 107.50 323 250 0.026 240 453 25 102.50 343 248 0.026 237 480 24 97.50 362 244 0.025 234 508 23 92.55 374 234 0.024 224 524 22 90.05 17 10 0.001 10 24 21 87.95 724 421 0.044 404 1,015 20 85.45 89 50 0.005 48 125 19 82.50 515 273 0.029 262 722 18 77.50 617 300 0.031 287 865 17 72.50 641 283 0.030 272 899 16 67.50 666 266 0.028 255 934 15 62.50 690 247 0.026 237 968 14 57.50 715 227 0.024 218 1,002 13 52.50 739 206 0.022 198 1,037 12 49.90 29 7 0.001 7 40 11 47.40 1,507 364 0.038 349 2,113 10 44.59 262 58 0.006 56 367 9 42.09 767 156 0.016 150 1,075 8 37.50 945 163 0.017 157 1,324 7 32.50 974 137 0.014 132 1,365 Page: 12 Site Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSI/TIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:03 AM 6 27.50 1,003 112 0.012 107 1,407 5 22.50 1,033 86 0.009 83 1,448 4 17.50 1,062 62 0.006 60 1,489 3 12.50 1,092 40 0.004 38 1,530 2 7.50 1,121 20 0.002 19 1,572 1 2.50 1,066 4 0.000 4 1,495 Ericsson Radio 4449 121.00 210 192 0.020 184 294 Raycap RxxDC-3315-PF 121.00 21 20 0.002 19 30 Ericsson Radio 8843 121.00 255 233 0.024 224 358 Amphenol Antel HEX45 121.00 342 313 0.033 300 479 Flat Platform w/ Han 121.00 2,000 1,829 0.191 1,755 2,804 Kathrein Scala 860 1 80.00 14 7 0.001 7 20 KMW KFTDR00110030 (2 80.00 75 38 0.004 37 106 Powerwave LGP21401 80.00 85 43 0.004 41 119 Raycap DC6-48-60-18- 80.00 40 20 0.002 19 56 Raycap DC6-48-60-18- 80.00 20 10 0.001 10 28 Alcatel -Lucent RRH2x 80.00 157 80 0.008 77 220 Alcatel -Lucent B25 R 80.00 153 78 0.008 75 215 Nokia Flexi RRH 4T4R 80.00 152 77 0.008 74 213 Alcatel -Lucent B66a 80.00 201 102 0.011 98 282 Alcatel -Lucent RRH4X 80.00 210 107 0.011 102 294 Kathrein 742 264 / A 80.00 109 55 0.006 53 153 Commscope SBNHH-1D65 80.00 51 26 0.003 25 71 Commscope SBNHH-1D65 80.00 51 26 0.003 25 71 Commscope SBNHH-1D65 80.00 132 67 0.007 64 185 Commscope SBNHH-1D65 80.00 132 67 0.007 64 185 Kathrein Scala 80010 80.00 98 50 0.005 48 137 Kathrein Scala 80010 80.00 229 116 0.012 112 321 Round Platform w/ Ha 80.00 2,000 1,016 0.106 974 2,804 25,056 9,589 1.000 9,196 35,129 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) (lb -ft) C vx (Ib) (Ib) 29 120.50 54 49 0.005 47 38 28 117.50 284 249 0.026 239 198 27 112.50 303 250 0.026 240 212 26 107.50 323 250 0.026 240 225 25 102.50 343 248 0.026 237 239 24 97.50 362 244 0.025 234 253 23 92.55 374 234 0.024 224 261 22 90.05 17 10 0.001 10 12 21 87.95 724 421 0.044 404 505 20 85.45 89 50 0.005 48 62 19 82.50 515 273 0.029 262 360 18 77.50 617 300 0.031 287 431 17 72.50 641 283 0.030 272 448 16 67.50 666 266 0.028 255 465 15 62.50 690 247 0.026 237 482 14 57.50 715 227 0.024 218 499 13 52.50 739 206 0.022 198 516 12 49.90 29 7 0.001 7 20 11 47.40 1,507 364 0.038 349 1,052 10 44.59 262 58 0.006 56 183 9 42.09 767 156 0.016 150 535 8 37.50 945 163 0.017 157 659 7 32.50 974 137 0.014 132 680 6 27.50 1,003 112 0.012 107 700 5 22.50 1,033 86 0.009 83 721 Page: 13 Site Number: 310595 Code: ANSIITIA-222-G © 2007- 2018 by ATC IP LLC. All rights reserved. Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Engineering Number:OAA724574_C3_01 2/15/2018 8:10:03 AM 4 17.50 1,062 62 0.006 60 741 3 12.50 1,092 40 0.004 38 762 2 7.50 1,121 20 0.002 19 782 1 2.50 1,066 4 0.000 4 744 Ericsson Radio 4449 121.00 210 192 0.020 184 147 Raycap RxxDC-3315-PF 121.00 21 20 0.002 19 15 Ericsson Radio 8843 121.00 255 233 0.024 224 178 Amphenol Antel HEX45 121.00 342 313 0.033 300 239 Fiat Platform wl Han 121.00 2,000 1,829 0.191 1,755 1,396 Kathrein Scala 860 1 80.00 14 7 0.001 7 10 KMW KFTDR00110030 (2 80.00 75 38 0.004 37 53 Powerwave LGP21401 80.00 85 43 0.004 41 59 Raycap DC6-48-60-18- 80.00 40 20 0.002 19 28 Raycap DC6-48-60-18- 80.00 20 10 0.001 10 14 Alcatel -Lucent RRH2x 80.00 157 80 0.008 77 110 Alcatel -Lucent B25 R 80.00 153 78 0.008 75 107 Nokia Flexi RRH 4T4R 80.00 152 77 0.008 74 106 Alcatel -Lucent B66a 80.00 201 102 0.011 98 140 Alcatel -Lucent RRH4X 80.00 210 107 0.011 102 147 Kathrein 742 264 / A 80.00 109 55 0.006 53 76 Commscope SBNHH-1D65 80.00 51 26 0.003 25 35 Commscope SBNHH-1D65 80.00 51 26 0.003 25 35 Commscope SBNHH-1D65 80.00 132 67 0.007 64 92 Commscope SBNHH-1D65 80.00 132 67 0.007 64 92 Kathrein Scala 80010 80.00 98 50 0.005 48 68 Kathrein Scala 80010 80.00 229 116 0.012 112 160 Round Platform w/ Ha 80.00 2,000 1,016 0.106 974 1,396 25,056 9,589 1.000 9,196 17,489 Page: 14 Site Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSI/TIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:03 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 -33.63 -9.21 0.00 -813.05 0.00 813.05 3,760.23 1,880.11 8,175.14 4,037.39 0.00 0.00 0.210 5.00 -32.05 -9.22 0.00 -767.01 0.00 767.01 3,720.03 1,860.01 7,866.29 3,884.86 0.03 -0.05 0.206 10.00 -30.51 -9.20 0.00 -720.93 0.00 720.93 3,676.36 1,838.18 7,555.11 3,731.18 0.11 -0.10 0.202 15.00 -29.01 -9.17 0.00 -674.92 0.00 674.92 3,629.23 1,814.61 7,242.20 3,576.65 0.24 -0.15 0.197 20.00 -27.56 -9.11 0.00 -629.08 0.00 629.08 3,578.62 1,789.31 6,928.20 3,421.58 0.43 -0.21 0.192 25.00 -26.14 -9.02 0.00 -583.55 0.00 583.55 3,524.55 1,762.28 6,613.71 3,266.26 0.68 -0.26 0.186 30.00 -24.77 -8.90 0.00 -538.47 0.00 538.47 3,467.02 1,733.51 6,299.36 3,111.02 0.98 -0.32 0.180 35.00 -23.44 -8.76 0.00 -493.95 0.00 493.95 3,406.01 1,703.01 5,985.77 2,956.15 1.34 -0.37 0.174 40.00 -22.36 -8.62 0.00 -450.15 0.00 450.15 3,341.54 1,670.77 5,673.55 2,801.95 1.76 -0.43 0.167 44.18 -21.98 -8.58 0.00 -414.10 0.00 414.10 3,284.98 1,642.49 5,414.06 2,673.80 2.16 -0.48 0.162 45.00 -19.87 -8.22 0.00 -407.06 0.00 407.06 3,273.60 1,636.80 5,363.33 2,648.75 2.24 -0.49 0.160 49.81 -19.83 -8.22 0.00 -367.52 0.00 367.52 2,484.37 1,242.18 4,005.43 1,978.13 2.76 -0.54 0.194 50.00 -18.79 -8.03 0.00 -365.96 0.00 365.96 2,482.70 1,241.35 3,997.13 1,974.03 2.78 -0.54 0.193 55.00 -17.78 -7.82 0.00 -325.82 0.00 325.82 2,437.16 1,218.58 3,778.73 1,866.17 3.38 -0.61 0.182 60.00 -16.80 -7.59 0.00 -286.73 0.00 286.73 2,388.15 1,194.08 3,560.58 1,758.44 4.06 -0.67 0.170 65.00 -15.87 -7.34 0.00 -248.78 0.00 248.78 2,335.68 1,167.84 3,343.31 1,651.13 4.79 -0.73 0.158 70.00 -14.96 -7.07 0.00 -212.07 0.00 212.07 2,279.73 1,139.87 3,127.52 1,544.57 5.59 -0.80 0.144 75.00 -14.10 -6.79 0.00 -176.71 0.00 176.71 2,220.32 1,110.16 2,913.85 1,439.04 6.46 -0.85 0.129 80.00 -7.92 -4.53 0.00 -142.77 0.00 142.77 2,157.44 1,078.72 2,702.91 1,334.87 7.38 -0.91 0.111 85.00 -7.80 -4.49 0.00 -120.10 0.00 120.10 2,091.10 1,045.55 2,495.32 1,232.34 8.36 -0.96 0.101 85.89 -6.79 -4.07 0.00 -116.09 0.00 116.09 2,078.88 1,039.44 2,458.63 1,214.23 8.54 -0.97 0.099 90.00 -6.76 -4.06 0.00 -99.38 0.00 99.38 2,021.28 1,010.64 2,291.69 1,131.78 9.40 -1.01 0.091 90.10 -6.24 -3.83 0.00 -98.98 0.00 98.98 1,504.53 752.26 1,743.07 860.84 9.42 -1.01 0.119 95.00 -5.73 -3.59 0.00 -80.20 0.00 80.20 1,461.12 730.56 1,607.53 793.90 10.48 -1.06 0.105 100.00 -5.25 -3.35 0.00 -62.23 0.00 62.23 1,413.40 706.70 1,470.89 726.42 11.62 -1.11 0.089 105.00 -4.80 -3.11 0.00 -45.48 0.00 45.48 1,362.21 681.11 1,336.54 660.07 12.81 -1.16 0.072 110.00 -4.38 -2.86 0.00 -29.94 0.00 29.94 1,307.56 653.78 1,205.08 595.15 14.04 -1.20 0.054 115.00 -3.99 -2.61 0.00 -15.64 0.00 15.64 1,244.11 622.05 1,072.55 529.69 15.31 -1.22 0.033 120.00 -3.91 -2.57 0.00 -2.57 0.00 2.57 1,159.21 579.60 930.36 459.47 16.60 -1.24 0.009 121.00 0.00 -2.48 0.00 0.00 0.00 0.00 1,142.23 571.11 903.13 446,.02 16.86 -1.24 0.000 Page: 15 Site Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSI/TIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:03 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 -16.74 -9.20 0.00 -804.77 0.00 804.77 3,760.23 1,880.11 8,175.14 4,037.39 0.00 0.00 0.204 5.00 -15.95 -9.19 0.00 -758.77 0.00 758.77 3,720.03 1,860.01 7,866.29 3,884.86 0.03 -0.05 0.200 10.00 -15.18 -9.17 0.00 -712.80 0.00 712.80 3,676.36 1,838.18 7,555.11 3,731.18 0.11 -0.10 0.195 15.00 -14.43 -9.12 0.00 -666.95 0.00 666.95 3,629.23 1,814.61 7,242.20 3,576.65 0.24 -0.15 0.190 20.00 -13.70 -9.05 0.00 -621.35 0.00 621.35 3,578.62 1,789.31 6,928.20 3,421.58 0.43 -0.20 0.185 25.00 -12.99 -8.95 0.00 -576.11 0.00 576.11 3,524.55 1,762.28 6,613.71 3,266.26 0.67 -0.26 0.180 30.00 -12.31 -8.83 0.00 -531.36 0.00 531.36 3,467.02 1,733.51 6,299.36 3,111.02 0.97 -0.31 0.174 35.00 -11.64 -8.68 0.00 -487.22 0.00 487.22 3,406.01 1,703.01 5,985.77 2,956.15 1.33 -0.37 0.168 40.00 -11.10 -8.53 0.00 -443.83 0.00 443.83 3,341.54 1,670.77 5,673.55 2,801.95 1.74 -0.42 0.162 44.18 -10.91 -8.48 0.00 -408.16 0.00 408.16 3,284.98 1,642.49 5,414.06 2,673.80 2.13 -0.47 0.156 45.00 -9.86 -8.13 0.00 -401.21 0.00 401.21 3,273.60 1,636.80 5,363.33 2,648.75 2.21 -0.48 0.155 49.81 -9.83 -8.13 0.00 -362.10 0.00 362.10 2,484.37 1,242.18 4,005.43 1,978.13 2.73 -0.53 0.187 50.00 -9.31 -7.93 0.00 -360.56 0.00 360.56 2,482.70 1,241.35 3,997.13 1,974.03 2.75 -0.54 0.186 55.00 -8.81 -7.72 0.00 -320.90 0.00 320.90 2,437.16 1,218.58 3,778.73 1,866.17 3.34 -0.60 0.176 60.00 -8.32 -7.48 0.00 -282.31 0.00 282.31 2,388.15 1,194.08 3,560.58 1,758.44 4.01 -0.66 0.164 65.00 -7.85 -7.23 0.00 -244.89 0.00 244.89 2,335.68 1,167.84 3,343.31 1,651.13 4.73 -0.72 0.152 70.00 -7.40 -6.96 0.00 -208.73 0.00 208.73 2,279.73 1,139.87 3,127.52 1,544.57 5.52 -0.78 0.138 75.00 -6.97 -6.68 0.00 -173.91 0.00 173.91 2,220.32 1,110.16 2,913.85 1,439.04 6.38 -0.84 0.124 80.00 -3.91 -4.47 0.00 -140.53 0.00 140.53 2,157.44 1,078.72 2,702.91 1,334.87 7.29 -0.90 0.107 85.00 -3.85 -4.42 0.00 -118.20 0.00 118.20 2,091.10 1,045.55 2,495.32 1,232.34 8.26 -0.95 0.098 85.89 -3.34 -4.01 0.00 -114.25 0.00 114.25 2,078.88 1,039.44 2,458.63 1,214.23 8.43 -0.96 0.096 90.00 -3.33 -4.00 0.00 -97.79 0.00 97.79 2,021.28 1,010.64 2,291.69 1,131.78 9.27 -1.00 0.088 90.10 -3.07 -3.77 0.00 -97.39 0.00 97.39 1,504.53 752.26 1,743.07 860.84 9.29 -1.00 0.115 95.00 -2.82 -3.54 0.00 -78.90 0.00 78.90 1,461.12 730.56 1,607.53 793.90 10.34 -1.04 0.101 100.00 -2.58 -3.30 0.00 -61.21 0.00 61.21 1,413.40 706.70 1,470.89 726.42 11.46 -1.09 0.086 105.00 -2.36 -3.06 0.00 -44.72 0.00 44.72 1,362.21 681.11 1,336.54 660.07 12.64 -1.14 0.070 110.00 -2.15 -2.81 0.00 -29.44 0.00 29.44 1,307.56 653.78 1,205.08 595.15 13.85 -1.18 0.051 115.00 -1.96 -2.57 0.00 -15.38 0.00 15.38 1,244.11 622.05 1,072.55 529.69 15.10 -1.21 0.031 120.00 -1.92 -2.52 0.00 -2.52 0.00 2.52 1,159.21 579.60 930.36 459.47 16.37 -1.22 0.007 121.00 0.00 -2.48 0.00 0.00 0.00 0.00 1,142.23 571.11 903.13 446.02 16.63 -1.22 0.000 Page: 16 Site Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSIITIA-222-G ©2007- 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:03 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 $): 1.51 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.57 Importance Factor (I E): 1.00 Site Coefficient F a : 1.00 Site Coefficient F v 1.50 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (S d$): 1.01 Desing Spectral Response Acceleration at 1.0 Second Period (S dl ): 0.57 Period Based on Rayleigh Method (sec): 1.34 Redundancy Factor (p): 1.30 Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (Ib) a b c Saz (Ib) (Ib) 29 120.50 54 1.874 1.899 1.111 1.984 94 76 28 117.50 284 1.782 1.459 0.947 1.689 416 398 27 112.50 303 1.634 0.887 0.717 1.255 330 425 26 107.50 323 1.492 0.481 0.533 0.892 250 453 25 102.50 343 1.356 0.206 0.388 0.598 178 480 24 97.50 362 1.227 0.032 0.275 0.372 117 508 23 92.55 374 1.106 -0.067 0.190 0.213 69 524 22 90.05 17 1.047 -0.095 0.156 0.156 2 24 21 87.95 724 0.998 -0.110 0.131 0.119 75 1,015 20 85.45 89 0.942 -0.120 0.105 0.088 7 125 19 82.50 515 0.879 -0.121 0.079 0.066 30 722 18 77.50 617 0.775 -0.107 0.047 0.063 34 865 17 72.50 641 0.679 -0.080 0.026 0.088 49 899 16 67.50 666 0.588 -0.049 0.013 0.127 73 934 15 62.50 690 0.504 -0.018 0.007 0.168 100 968 14 57.50 715 0.427 0.009 0.006 0.200 124 1,002 13 52.50 739 0.356 0.031 0.008 0.221 141 1,037 12 49.90 29 0.321 0.040 0.011 0.226 6 40 11 47.40 1,507 0.290 0.047 0.013 0.229 299 2,113 10 44.59 262 0.257 0.054 0.016 0.229 52 367 9 42.09 767 0.229 0.059 0.020 0.226 150 1,075 8 37.50 945 0.182 0.065 0.026 0.218 178 1,324 7 32.50 974 0.136 0.069 0.032 0.206 174 1,365 6 27.50 1,003 0.098 0.071 0.037 0.193 168 1,407 5 22.50 1,033 0.065 0.072 0.041 0.180 161 1,448 4 17.50 1,062 0.040 0.070 0.042 0.167 154 1,489 3 12.50 1,092 0.020 0.064 0.038 0.148 140 1,530 2 7.50 1,121 0.007 0.050 0.029 0.115 112 1,572 1 2.50 1,066 0.001 0.022 0.012 0.052 48 1,495 Ericsson Radio 4449 121.00 210 1.890 1.980 1.140 2.036 371 294 Raycap RxxDC-3315-PF 121.00 21 1.890 1.980 1.140 2.036 38 30 Ericsson Radio 8843 121.00 255 1.890 1.980 1.140 2.036 450 358 Amphenol Antel HEX45 121.00 342 1.890 1.980 1.140 2.036 603 479 Flat Platform w/ Han 121.00 2,000 1.890 1.980 1.140 2.036 3,529 2,804 Page: 17 Site Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSI/TIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:03 AM Kathrein Scala 860 1 80.00 14 0.826 -0.116 0.062 0.060 1 20 KMW KFTDR00110030 (2 80.00 75 0.826 -0.116 0.062 0.060 4 106 Powerwave LGP21401 80.00 85 0.826 -0.116 0.062 0.060 4 119 Raycap DC6-48-60-18- 80.00 40 0.826 -0.116 0.062 0.060 2 56 Raycap DC6-48-60-18- 80.00 20 0.826 -0.116 0.062 0.060 1 28 Alcatel -Lucent RRH2x 80.00 157 0.826 -0.116 0.062 0.060 8 220 Alcatel -Lucent B25 R 80.00 153 0.826 -0.116 0.062 0.060 8 215 Nokia Flexi RRH 4T4R 80.00 152 0.826 -0.116 0.062 0.060 8 213 Alcatel -Lucent B66a 80.00 201 0.826 -0.116 0.062 0.060 10 282 Alcatel -Lucent RRH4X 80.00 210 0.826 -0.116 0.062 0.060 11 294 Kathrein 742 264 / A 80.00 109 0.826 -0.116 0.062 0.060 6 153 Commscope SBNHH- 80.00 51 0.826 -0.116 0.062 0.060 3 71 Commscope SBNHH- 80.00 51 0.826 -0.116 0.062 0.060 3 71 Commscope SBNHH- 80.00 132 0.826 -0.116 0.062 0.060 7 185 Commscope SBNHH- 80.00 132 0.826 -0.116 0.062 0.060 7 185 Kathrein Scala 80010 80.00 98 0.826 -0.116 0.062 0.060 5 137 Kathrein Scala 80010 80.00 229 0.826 -0.116 0.062 0.060 12 321 Round Platform w/ Ha 80.00 2,000 0.826 -0.116 0.062 0.060 104 2,804 25,056 43.633 12.730 11.865 21.751 8,923 35,129 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) 29 120.50 54 1.874 1.899 1.111 1.984 94 38 28 117.50 284 1.782 1.459 0.947 1.689 416 198 27 112.50 303 1.634 0.887 0.717 1.255 330 212 26 107.50 323 1.492 0.481 0.533 0.892 250 225 25 102.50 343 1.356 0.206 0.388 0.598 178 239 24 97.50 362 1.227 0.032 0.275 0.372 117 253 23 92.55 374 1.106 -0.067 0.190 0.213 69 261 22 90.05 17 1.047 -0.095 0.156 0.156 2 12 21 87.95 724 0.998 -0.110 0.131 0.119 75 505 20 85.45 89 0.942 -0.120 0.105 0.088 7 62 19 82.50 515 0.879 -0.121 0.079 0.066 30 360 18 77.50 617 0.775 -0.107 0.047 0.063 34 431 17 72.50 641 0.679 -0.080 0.026 0.088 49 448 16 67.50 666 0.588 -0.049 0.013 0.127 73 465 15 62.50 690 0.504 -0.018 0.007 0.168 100 482 14 57.50 715 0.427 0.009 0.006 0.200 124 499 13 52.50 739 0.356 0.031 0.008 0.221 141 516 12 49.90 29 0.321 0.040 0.011 0.226 6 20 11 47.40 1,507 0.290 0.047 0.013 0.229 299 1,052 10 44.59 262 0.257 0.054 0.016 0.229 52 183 9 42.09 767 0.229 0.059 0.020 0.226 150 535 8 37.50 945 0.182 0.065 0.026 0.218 178 659 7 32.50 974 0.136 0.069 0.032 0.206 174 680 6 27.50 1,003 0.098 0.071 0.037 0.193 168 700 5 22.50 1,033 0.065 0.072 0.041 0.180 161 721 4 17.50 1,062 0.040 0.070 0.042 0.167 154 741 3 12.50 1,092 0.020 0.064 0.038 0.148 140 762 2 7.50 1,121 0.007 0.050 0.029 0.115 112 782 1 2.50 1,066 0.001 0.022 0.012 0.052 48 744 Ericsson Radio 4449 121.00 210 1.890 1.980 1.140 2.036 371 147 Raycap RxxDC-3315-PF 121.00 21 1.890 1.980 1.140 2.036 38 15 Ericsson Radio 8843 121.00 255 1.890 1.980 1.140 2.036 450 178 Amphenol Antel HEX45 121.00 342 1.890 1.980 1.140 2.036 603 239 Flat Platform w/ Han 121.00 2,000 1.890 1.980 1.140 2.036 3,529 1,396 Kathrein Scala 860 1 80.00 14 0.826 -0.116 0.062 0.060 1 10 Page: 18 Site Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSI/TIA-222-G ©2007-2018 byA TC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:03 AM KMW KFTDR00110030 (2 80.00 75 0.826 -0.116 0.062 0.060 4 53 Powerwave LGP21401 80.00 85 0.826 -0.116 0.062 0.060 4 59 Raycap DC6-48-60-18- 80.00 40 0.826 -0.116 0.062 0.060 2 28 Raycap DC6-48-60-18- 80.00 20 0.826 -0.116 0.062 0.060 1 14 Alcatel -Lucent RRH2x 80.00 157 0.826 -0.116 0.062 0.060 8 110 Alcatel -Lucent B25 R 80.00 153 0.826 -0.116 0.062 0.060 8 107 Nokia Flexi RRH 4T4R 80.00 152 0.826 -0.116 0.062 0.060 8 106 Alcatel -Lucent B66a 80.00 201 0.826 -0.116 0.062 0.060 10 140 Alcatel -Lucent RRH4X 80.00 210 0.826 -0.116 0.062 0.060 11 147 Kathrein 742 264 / A 80.00 109 0.826 -0.116 0.062 0.060 6 76 Commscope SBNHH- 80.00 51 0.826 -0.116 0.062 0.060 3 35 Commscope SBNHH- 80.00 51 0.826 -0.116 0.062 0.060 3 35 Commscope SBNHH- 80.00 132 0.826 -0.116 0.062 0.060 7 92 Commscope SBNHH- 80.00 132 0.826 -0.116 0.062 0.060 7 92 Kathrein Scala 80010 80.00 98 0.826 -0.116 0.062 0.060 5 68 Kathrein Scala 80010 80.00 229 0.826 -0.116 0.062 0.060 12 160 Round Platform w/ Ha 80.00 2,000 0.826 -0.116 0.062 0.060 104 1,396 25,056 43.633 12.730 11.865 21.751 8,923 17,489 Page: 19 Site Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSIITIA-222-G © 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:03 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 -33.63 -8.89 0.00 -881.90 0.00 881.90 3,760.23 1,880.11 8,175.14 4,037.39 0.00 0.00 0.227 5.00 -32.05 -8.81 0.00 -837.45 0.00 837.45 3,720.03 1,860.01 7,866.29 3,884.86 0.03 -0.05 0.224 10.00 -30.51 -8.70 0.00 -793.40 0.00 793.40 3,676.36 1,838.18 7,555.11 3,731.18 0.12 -0.11 0.221 15.00 -29.01 -8.57 0.00 -749.91 0.00 749.91 3,629.23 1,814.61 7,242.20 3,576.65 0.26 -0.17 0.218 20.00 -27.56 -8.43 0.00 -707.06 0.00 707.06 3,578.62 1,789.31 6,928.20 3,421.58 0.47 -0.23 0.214 25.00 -26.14 -8.29 0.00 -664.90 0.00 664.90 3,524.55 1,762.28 6,613.71 3,266.26 0.74 -0.29 0.211 30.00 -24.77 -8.13 0.00 -623.46 0.00 623.46 3,467.02 1,733.51 6,299.36 3,111.02 1.08 -0.35 0.208 35.00 -23.44 -7.97 0.00 -582.80 0.00 582.80 3,406.01 1,703.01 5,985.77 2,956.15 1.48 -0.42 0.204 40.00 -22.35 -7.84 0.00 -542.93 0.00 542.93 3,341.54 1,670.77 5,673.55 2,801.95 1.96 -0.48 0.200 44.18 -21.98 -7.80 0.00 -510.16 0.00 510.16 3,284.98 1,642.49 5,414.06 2,673.80 2.41 -0.54 0.198 45.00 -19.87 -7.49 0.00 -503.77 0.00 503.77 3,273.60 1,636.80 5,363.33 2,648.75 2.50 -0.55 0.196 49.81 -19.82 -7.50 0.00 -467.73 0.00 467.73 2,484.37 1,242.18 4,005.43 1,978.13 3.10 -0.62 0.244 50.00 -18.78 -7.36 0.00 -466.31 0.00 466.31 2,482.70 1,241.35 3,997.13 1,974.03 3.12 -0.63 0.244 55.00 -17.77 -7.25 0.00 -429.51 0.00 429.51 2,437.16 1,218.58 3,778.73 1,866.17 3.82 -0.71 0.237 60.00 -16.79 -7.16 0.00 -393.26 0.00 393.26 2,388.15 1,194.08 3,560.58 1,758.44 4.61 -0.80 0.231 65.00 -15.85 -7.10 0.00 -357.44 0.00 357.44 2,335.68 1,167.84 3,343.31 1,651.13 5.50 -0.88 0.223 70.00 -14.94 -7.06 0.00 -321.94 0.00 321.94 2,279.73 1,139.87 3,127.52 1,544.57 6.47 -0.97 0.215 75.00 -14.06 -7.03 0.00 -286.63 0.00 286.63 2,220.32 1,110.16 2,913.85 1,439.04 7.54 -1.07 0.206 80.00 -7.86 -6.69 0.00 -251.46 0.00 251.46 2,157.44 1,078.72 2,702.91 1,334.87 8.71 -1.16 0.192 85.00 -7.72 -6.69 0.00 -218.00 0.00 218.00 2,091.10 1,045.55 2,495.32 1,232.34 9.97 -1.25 0.181 85.89 -6.71 -6.60 0.00 -212.02 0.00 212.02 2,078.88 1,039.44 2,458.63 1,214.23 10.20 -1.27 0.178 90.00 -6.68 -6.60 0.00 -184.92 0.00 184.92 2,021.28 1,010.64 2,291.69 1,131.78 11.33 -1.34 0.167 90.10 -6.15 -6.52 0.00 -184.26 0.00 184.26 1,504.53 752.26 1,743.07 860.84 11.36 -1.35 0.218 95.00 -5.63 -6.41 0.00 -152.28 0.00 152.28 1,461.12 730.56 1,607.53 793.90 12.78 -1.43 0.196 100.00 -5.15 -6.22 0.00 -120.26 0.00 120.26 1,413.40 706.70 1,470.89 726.42 14.34 -1.53 0.169 105.00 -4.69 -5.97 0.00 -89.14 0.00 89.14 1,362.21 681.11 1,336.54 660.07 16.00 -1.62 0.139 110.00 -4.27 -5.63 0.00 -59.30 0.00 59.30 1,307.56 653.78 1,205.08 595.15 17.74 -1.70 0.103 115.00 -3.88 -5.21 0.00 -31.14 0.00 31.14 1,244.11 622.05 1,072.55 529.69 19.55 -1.75 0.062 120.00 -3.81 -5.11 0.00 -5.11 0.00 5.11 1,159.21 579.60 930.36 459.47 21.40 -1.78 0.014 121.00 0.00 -4.99 0.00 0.00 0.00 0.00 1,142.23 571.11 903.13 446.02 21.78 -1.78 0.000 Page: 20 She Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSI/TIA-222-G ©2007-2018 by ATC IP LLC. All rights reserved. Engineering Number:0AA724574_C3_01 2/15/2018 8:10:03 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 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 -16.74 -8.88 0.00 -871.78 0.00 871.78 3,760.23 1,880.11 8,175.14 4,037.39 0.00 0.00 0.220 5.00 -15.95 -8.79 0.00 -827.37 0.00 827.37 3,720.03 1,860.01 7,866.29 3,884.86 0.03 -0.05 0.217 10.00 -15.18 -8.66 0.00 -783.44 0.00 783.44 3,676.36 1,838.18 7,555.11 3,731.18 0.12 -0.11 0.214 15.00 -14.43 -8.52 0.00 -740.14 0.00 740.14 3,629.23 1,814.61 7,242.20 3,576.65 0.26 -0.17 0.211 20.00 -13.70 -8.37 0.00 -697.55 0.00 697.55 3,578.62 1,789.31 6,928.20 3,421.58 0.47 -0.23 0.208 25.00 -12.99 -8.21 0.00 -655.70 0.00 655.70 3,524.55 1,762.28 6,613.71 3,266.26 0.73 -0.29 0.204 30.00 -12.31 -8.05 0.00 -614.64 0.00 614.64 3,467.02 1,733.51 6,299.36 3,111.02 1.07 -0.35 0.201 35.00 -11.64 -7.88 0.00 -574.40 0.00 574.40 3,406.01 1,703.01 5,985.77 2,956.15 1.47 -0.41 0.198 40.00 -11.10 -7.74 0.00 -535.00 0.00 535.00 3,341.54 1,670.77 5,673.55 2,801.95 1.93 -0.48 0.194 44.18 -10.91 -7.69 0.00 -502.66 0.00 502.66 3,284.98 1,642.49 5,414.06 2,673.80 2.38 -0.54 0.191 45.00 -9.85 -7.39 0.00 -496.36 0.00 496.36 3,273.60 1,636.80 5,363.33 2,648.75 2.47 -0.55 0.190 49.81 -9.83 -7.39 0.00 -460.82 0.00 460.82 2,484.37 1,242.18 4,005.43 1,978.13 3.06 -0.62 0.237 50.00 -9.31 -7.25 0.00 -459.42 0.00 459.42 2,482.70 1,241.35 3,997.13 1,974.03 3.08 -0.62 0.237 55.00 -8.80 -7.13 0.00 -423.18 0.00 423.18 2,437.16 1,218.58 3,778.73 1,866.17 3.77 -0.70 0.230 60.00 -8.31 -7.04 0.00 -387.53 0.00 387.53 2,388.15 1,194.08 3,560.58 1,758.44 4.55 -0.79 0.224 65.00 -7.84 -6.97 0.00 -352.34 0.00 352.34 2,335.68 1,167.84 3,343.31 1,651.13 5.42 -0.87 0.217 70.00 -7.38 -6.92 0.00 -317.50 0.00 317.50 2,279.73 1,139.87 3,127.52 1,544.57 6.38 -0.96 0.209 75.00 -6.94 -6.89 0.00 -282.88 0.00 282.88 2,220.32 1,110.16 2,913.85 1,439.04 7.44 -1.05 0.200 80.00 -3.84 -6.61 0.00 -248.40 0.00 248.40 2,157.44 1,078.72 2,702.91 1,334.87 8.59 -1.14 0.188 85.00 -3.78 -6.60 0.00 -215.37 0.00 215.37 2,091.10 1,045.55 2,495.32 1,232.34 9.83 -1.23 0.177 85.89 -3.27 -6.52 0.00 -209.47 0.00 209.47 2,078.88 1,039.44 2,458.63 1,214.23 10.07 -1.25 0.174 90.00 -3.25 -6.52 0.00 -182.69 0.00 182.69 2,021.28 1,010.64 2,291.69 1,131.78 11.17 -1.33 0.163 90.10 -2.99 -6.45 0.00 -182.05 0.00 182.05 1,504.53 752.26 1,743.07 860.84 11.20 -1.33 0.214 95.00 -2.73 -6.33 0.00 -150.45 0.00 150.45 1,461.12 730.56 1,607.53 793.90 12.61 -1.41 0.191 100.00 -2.48 -6.15 0.00 -118.81 0.00 118.81 1,413.40 706.70 1,470.89 726.42 14.15 -1.51 0.165 105.00 -2.25 -5.90 0.00 -88.06 0.00 88.06 1,362.21 681.11 1,336.54 660.07 15.78 -1.60 0.135 110.00 -2.05 -5.56 0.00 -58.58 0.00 58.58 1,307.56 653.78 1,205.08 595.15 17.50 -1.68 0.100 115.00 -1.86 -5.14 0.00 -30.76 0.00 30.76 1,244.11 622.05 1,072.55 529.69 19.29 -1.73 0.060 120.00 -1.82 -5.05 0.00 -5.05 0.00 5.05 1,159.21 579.60 930.36 459.47 21.12 -1.76 0.013 121.00 0.00 -4.99 0.00 0.00 0.00 0.00 1,142.23 571.11 903.13 446.02 21.48 -1.76 0.000 Page: 21 Site Number: 310595 . Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSIITIA-222-G .02007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:03 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 Shear Shear FX FZ (kips) (kips) 15.57 0.00 15.56 0.00 1.44 0.00 9.21 0.00 8.89 0.00 9.20 0.00 8.88 0.00 4.85 0.00 Reactions Axial Moment FY MX (kips) (ft -kips) 30.06 0.00 22.54 0.00 34.86 0.00 33.63 0.00 33.63 0.00 16.74 0.00 16.74 0.00 25.06 0.00 Page: 22 Moment Moment MY MZ (ft -kips) (ft -kips) 0.00 1181.82 0.00 1176.55 0.00 108.51 0.00 813.05 0.00 881.90 0.00 804.77 0.00 871.78 0.00 366.96 Max Usage Elev Interaction (ft) Ratio 0.00 0.30 0.00 0.30 0.00 0.04 0.00 0.21 49.81 0.24 0.00 0.20 49.81 0.24 0.00 0.10 Sie Number: 310595 Site Name: Elmo - Spaa, WA Customer: AT&T MOBILITY Code: ANSI/TIA-222-G 0 2007 - 2018 by ATC IP LLC. All rights reserved. Engineering Number:OAA724574_C3_01 2/15/2018 8:10:03 AM Base Summary Reactions Original Design Moment Axial Shear (kip -ft) (kip) (kip) Analysis Moment Axial (kip -ft) (kip) Shear Moment (kip) Design % 2,995.70 24.40 34.10 1,181.82 34.86 15.57 29.22 Base Plate Yield Thick Width (ksi) (in) (in) 60.0 2.000 68.000 Round Poly Clip Len Effective Mu Phi Mn Style Sides (in) Len (in) (kip -in) (kip -in) Ratio Anchor Bolts 0 0.00 10.651 170.97 575.15 Bolt Num Bolt Yield Ultimate Cluster Circle Bolts Bolt Type Dia (in) (ksi) (ksi) Arrange Dist (in) 62.00 16 2.25" 18J 2.25 75.00 100.00 Radial 0.00 Page: 23 Start Angle (deg) 0.0 0.30 Compression — Force Allow (kip) (kip) Ratio Tension Force Allow (kip) (kip) Ratio 59.36 260.00 0.24 55.01 260.00 0.22 t PLANNING APPROVED • 1 ,'c chancles can be madeto these plans without approval from the Planning Division of DCD 1.pproved By: dsty(, FELE COPY per fit bES-014(11 P!r rsv!cw orproval is subject to errors and omissions. / oval of c vi; uc ion documents does not authorize Any adapted code or ordinance. Receipt c: u; :: ; :u:d Copy and conditions is acknowledged: Date: 7/q// City of Tukwila BUILDING DIVISION REVISIONS No ch-tnges shill he made to the scope r i•1 )1 "itho)rt prior approval o$ 7 -LI, -.13 Building Division. " .. in will require a new plan submittal and inay inc:ude additional plan review fees. ,-;',i1_ PERMIT FOR: 11-r7.7 Dchanical L'Eiectrical C�'i`iumbing was Piping LrCihy of Tukwila BLr1G DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED • JUL 03 2018 City of Tukwila BUILDING DIVISION bioS OlHq SITE PHOTO Digitally signed by Raphael Mohamed rrc —, , J at&t �� 111LE ROCK OL RIl 1070 -3005 UTILE ROCK AR >,- ra DN: E=Raphael.Mohamed@mastec.com, CN=Raphael Mohamed, OU=Users, OU=Servke Lines, DC=maslec, CLIENT SITE ID:SC78 Raphael Mohamedot,=MasTecNetwork s,DC= aster, DC=local SITE NAME: HWY 99 & HWY 599 Date: 2018.05.02 11:2946-04'00' SITE ADDRESS: 10868 E. MARGINAL WAY S RECEIVED ..__ agt&et TUKWILA , WA 98168 MAY 0 7 2018 ""��" Network NORTH Solutions 4300 =KM UTILE ROac, �'-'�' DRIVE, AR 72117 FA #: 10092623 PTN #: 3801 AOCWCJ/3801 AOCXQN TUKWILA SITE TYPE: 121'-0" MONOPOLE PUBLIC WORKS 1.� , 6L Mpyi y` x , ,p, �a'. o �ti/SiLR� * ° A ExPIRarlohe 04/19/18 6 ano18 PROJECT INFORMATION LOCATION MAP AERIAL MAP INDEX OF DRAWINGS SITE INFORMATION�� f " ` } SHEET DESCRIPTION I REV 1 DATE SITE NAME: HWY 99 & HWY 599 FA /: 10092623 ,p rYn °; � .. T 1 TITLE SHEET 1 05/02/2078 E1 }'4-05/02/2018 PTN #: 3801AOCV4CJ/3801ACCX Oi , " : 'GE TES GN 1 LERSL + 1 }05/02/201 8 LATITUDE: 47 30' 12.03" N (47.503342') GN -2 GENERAL NOTES 1 '05/02/2018 LONGITUDE: 127 17' 12.177" W (-122.286716'),. SITE ADDRESS: 10868 E MARGINAL WAY S ! :.; - .- "� -S 1 ,SIGNAGE DETAILS - _ A-1 SITE PLAN 1 1 105/022018 • 05/02/2018 1E TUKWILA, WA 98168 } t �r A-2 +EXISTING & PROPOSED EQUIPMENT PLAN 1 05/02/2018+ 1 Hw ow Dia RAMS COUNTY; KING ` .W.s" " i 'Sc,"F° A-3 EXISTING do PROPOSED BUILDING ELEVATION 1 05/02/2018 + PREP. _ BI' 1E OR MYper 9JPERNISal MID DAT I PM A DULY JURISDICTION: CITY OF TUKWILA ZONING CLASSIFICATION: MIC/FI y ,n..,0 f ��^ - . cz�• wl it .. -��' ► `� ,• �,�. � mv.: �` ' ' � '~- � + A-4 EQUIPMENT DETAILS _ 1__ A 5 :EXISTING ANTENNA PLAN &EQUIPMENT SCHEDULE 1 05/02/018 1 . 2 18 05/02/20 REOISIEAED DOM UNDER DE VW OF THE SATE OF 10S1114310( e CONSTRUCTION TYPE: 11-8 OCCUPANCY: U CURRENT STRUCTURE USE: TELECOMMUNICATIONS FACILITY PARCEL NUMBER: i •f. "• '" , , A -.., A-6 +PROPOSED ANTENNA PLAN & EQUIPMENT SCHEDULE G-1 GROUNDING SCHEMATIC PLAN G-2 to -ROUNDING DETAILS 1 05/02/2018 + 1 05/02/2018 1 2/018 REVISIONS A. REV• DATE DESCWPTION MW$ A 03/17/18 90% CD'S GU 0323049057 APPLICANT INFORMATION s SITE- ,�„ - CODE COMPLIANCE 0 04/19/18 FOR CONSTRUCTION VSA APPUCANi/LESSEE: AT&T MOBILITY ADDRESS: 11520 FINANCIAL CENTRE PKWY LITRE ROCK, AR 72110 PROPERTY OWNER ` 6 ► c ' - . - ' ''. i7 :- " .� :r. -'- "` ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCATION GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT m 05/02/18 CLIENT OOMYQ•R5 GJJ NAME: N/A .,o , t 1 .l rrrowe ' NOT TO SCALE NORTH "�'"` T— `'-rte xt' t • age• r ` " CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL FUEL GAS CODE NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A. PROJECT TEAM SCOPE OF WORK DIRECTIONS 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE CONSTRUCTION MANAGER THIS IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL USE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR DEPART FROM: 16221 NE 72ND WAY, REDMOND, WA 98052 2015 INTERNATIONAL WILDLAND-URBAN CODE THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. NAME: MASTEC, NETWORK SOLUTIONS CONTACT: RON EVENSONq SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: 1. GET ON WA -520 W FROM , r ..� _ . :��q i= APPROVALS PHONE: 246-4348 LTE 5C/6C: 2. FOLLOW WA -520 W AND I; 5 SIIGt71d1�6JVF� IN (253) PROJECT MANAGER -REMOVE (6) EXISTING PANEL ANTENNAS -REMOVE (6) EXISTING DIPLEXERS TUKWILA. TAKE EXIT 158 3, CONTINUE ONS BOEING ROM Ip `1e71�6r 1 %JI CEO f{C SSjAig E 1 DATE: PROPERTY/ � NAME: DASTEC, NETWORK SOLUTIONS CONTACT: DANIEL KELLY -INSTALL (9) PROPOSED RRH'S -INSTALL (6) PROPOSED PANEL ANTENNAS -INSTALL (1) PROPOSED SQUID ARRIVE AT: 10868 E. MARGINA ��pp����"+���+ ®CY WAY S. I A RECEIVED MASTEC SITE ACQUISITION: Ifl ti✓ $C78 HWY 99 & HWY 599 10668 E MAR(NAL WAY S TUKWILA, WA 98168 KING COUNTY e PHONE: (253) 246 4348 SITE DESIGN -INSTALL (1) PROPOSED DC TO DC CONVETER -INSTALL (4) PROPOSED CONVERTER MODULES CITY OF TUKWILA MASTEC ROOM READY: NAME: MASTEC, NETWORK SOLUTIONS ADDRESS: 1000 CENTREGREEN WAY, SUITE 300 -INSTALL (1) PROPOSED 6C BCEM CARD -INSTALL (1) PROPOSED 2C BCEM CARD JUL 032010 • �? MASTEC CONSTRUCTION MANAGER: MAY U7 2010 CITY, STATE. ZIP: CARY, NC 27513 CONTACT: RAPHAEL MOHAMED -INSTALL (1) PROPOSED 5C BCEM CARD -INSTALL (1) PROPOSED RAYCAP C MASTEC LTE PROJECT MANAGER: PHONE: (919) 674-5895 -INSTALL NOKIA FSM4 I ��iiliil� N�1��pI11 rypp���❑ _ SHEET Trn.E TITLE SHEET p�^ /��� BUILDING DMBIO AT&T: PL -III AM y CENTER LEGAL DESCRIPTION - DESIGN CRITERIA BEG ELY OF OLD SEATTLE TELECOMMUNICATIONS FACILITY DESIGNED PER THE CRITERIA BELOW POR OF SW 1/4 NXN LN -TACOMA INTERURBAN RW R/W &NLN CEDAR RIVER PL R/W TH TH NWLY ALG PER 20S IBC W/ SUBSEQUENT 3 SEC SGUSTEMENTS 1. WIND LOADULTIMATE A.UNDERGULTIMATE WIND SPEED: 110 MPH, 3 GUST. B. WIND IMPORTANCE FACTOR: 1.0 UNMANNED TELECOMMUNICATIONS FACILITY BUILDING CATEGORY II. C. WIND EXPOSURE: C. SD S T I RW R/W 551.183 FT TO EXIST CONCRETE WALL TH N 0-53-36.5 E 215.144 FT TH ON WALL &VE TO RT SAME ORAD D 3264.93 5 FT THS 482.1 FT TO N LN SD PL R/W TH N 87-41-10 W ALG SD N LN 363.46 FT TO BEG LESS TRANS LN R/W 0illy " ' TO OBTAIN LOCATION OF PARTICIPANTS E YOU DIG NRWASHINGTON. CALOUND FACILITIES L UTILITY NOTIFICATION CENTER 1 TOLL FREE: 1-800-424-5555 OR / www.callbeforeyoudig.org SHEET NUMBER T-� a• DEAD LOAD: A. EQUIPMENT WEIGHT PER MANUFACTURER DATA DO NOT SCALE DRAWINGS WASHINGTON STATUTE Know what's low. REQUIRES MIN OF 2 is be be 3. SEISMIC LOAD DOES NOT GOVERN THIS DESIGN. CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. WORKING DAYS NOTICE Cayou dig. BEFORE YOU EXCAVATE LIMITS OF LABILITY • MNS HAS MADE EVERY EFFORT TO CREATE COMPLETE AND ACCURATE CONTRACT DOCUMENTS WITH THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR COMPLETION. CONTRACTORS ARE CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE CONTRACT DOCUMENTS MAY OCCUR AND SHALL NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WIYH THE INTENT OF THE DOCUMENTS. REFERENCE ADMINISTRATIVE REQUIREMENTS. CONTRACT DOCUMENTS; 1. THE CONTRACT DOCUMENTS INCLUDE THE AGENCY APPROVED PROJECT SPECIFICATIONS, PLANS AND THEIR LATEST REVISIONS, ADDENDA. AND CLARIFICATIONS. THE CONTRACT DOCUMENTS MAY ALSO INCLUDE NETWORK CARRIER STANDARDS FOR INSTALLATION OF TELECOMMUNICATION EQUIPMENT. 2. THE CONTRACTOR SHALL KEEP A MINIMUM OF ONE SET OF CONTRACT DOCUMENTS ON FILE IN THE PROJECT OFFICE AT THE JOB SITE. COPIES OF THE PROJECT DOCUMENTS USED BY SITE STAFF SHALL BE UP TO DATE WITH PROJECT OFFICE COPY. 3. THE CONTRACTOR SHALL NOTIFY THE PROJECT TEAM OF ANY ERRORS, OMISSIONS, AND INCONSISTENCIES FOUND IN THE CONTRACT DOCUMENTS. THE NOTIFICATION SHALL BE GIVEN BOTH VERBALLY AND IN WRITING WITHIN 24 HOURS OF DISCOVERY. 4.IF AN ERROR OR OMISSION IN THE PROJECT DOCUMENTS REQUIRES RECTIFICATION, THE CONTRACTOR SHALL SUBMIT A PROPOSAL TO THE PROJECT TEAM TO RECTIFY THE ISSUE. THE PROPOSAL MUST BE APPROVED PRIOR TO WORK. 5. THE CONTRACT DRAWINGS ARE PREPARED TO SCALE WITH THE BEST KNOWLEDGE OF THE SITE GIVEN TO MNS. WHERE DIMENSIONS ARE NOT SHOWN IN THE DRAWINGS. THE CONTRACTOR SHOULD CLARIFY WITH THE PROJECT TEAM WHEN THE INFORMATION IS CRITICAL TO PROPER INSTALLATION. 6. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES ANS SUBSTITUTIONS ON THE PROJECT OFFICE COPY OF THE CONTRACT DOCUMENTS. 7. WHEN FABRICATION OF STRUCTURAL ITEMS ARE REQUIRED, IT MAY BE NECESSARY TO SUBMIT SHOP DRAWINGS FOR REVIEW BY MNS. SEE STRUCTURAL NOTES. 8. DEFERRED SUBMITTALS ARE REQUIRED FOR MATERIALS TO BE PROVIDED BY THE CONTRACTOR. WHERE MATERIALS IN THE PLANS ARE DESIGNATED AS PROVIDED BY CONTRACTOR, THE CONTRACTOR SHALL SUBMIT THE PREFERRED MATERIAL TO THE PROJECT TEAM FOR REVIEW ND APPROVAL TO WORK. ADMINISTRATIVE REQUIREMENTS; 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED (INCLUDING FEES) TO COMPLETE THE WORK DESCRIBED BY THE CONSTRUCTION DOCUMENTS. 2. PRIOR TO BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE PROJECT SITE AND CONTRACT DOCUMENTS TO UNDERSTAND THE DESIGN AND CONDITIONS AFFECTING THE WORK TO BE PERFORMED. ANY ERRORS. OMISSIONS, AND DISCREPANCIES MUST BE SUBMITTED TO THE PROJECT TEAM VERBALLY AND IN WRITING. 3. THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR WORK FOR A PERIOD OF ONE YEAR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INTERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS, ND/OR FAULTY WORKMANSHIP. ALL ROOFING AND WATERPROOFING MUST BE WARRANTED FOR A PERIOD OF TWO YEARS. THE PERIOD BEGINS AT SUBSTANTIAL COMPLETION OF THE PROJECT. 4. THE CONTRACTOR SHALL PROVIDE SHALL PROVIDE A COPY OF UCENSE AND INSURANCE TO THE TELECOMMUNICATION CARRIER. $ITE SAFETY; 1. THE CONTRACTOR SHALL PROVIDE OSHA COMPLIANT PROTECTION FOR THE SAFETY OF THE SITE STAFF AT ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 2.CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM DIRT AND DEBRIS. SURFACES SHALL BE CLEANED OF GREASE, PAINT. OR OTHER MATERIALS NOT SPECIFIED IN THE CONSTRUCTION DOCUMENTS. 3. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE PROJECT SITE AREA. 5. WHERE WORK REQUIRES OPEN HAZARDS TO SITE STAFF, THE HAZARD SHALL BE TEMPORARILY MITIGATED TO OSHA STANDARD UNTIL THE HAZARD IS CLOSED. 6. SEE STRUCTURAL NOTES. UTILITY REQUIREMENTS 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY AGENCIES PRIOR TO WORK WITH UTILITIES. 2. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO WORK. 3. CONTRACTOR TO PROTECT, REPLACE AND/OR REROUTE ANY EXISTING UTILITIES ENCOUNTERED DURING THE COURSE OF WORK. SPECIAL CONSIDERATIONS FOR WEATHERPROOFING; 1. ALL PENETRATIONS TO EXISTING STRUCTURES MUST BE SEALED WITH APPROVED WEATHERPROOFING. IF WEATHERPROOFING IS OMITTED, CONTACT THE PROJECT TEAM FOR CLARIFICATION OR PROVIDE A WEATHERPROOFING PROPOSAL FOR APPROVAL 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND THE EXISTING ROOFING CONTRACTOR OF RECORD FOR ANY AUGMENTATION TO THE ROOF MEMBRANE, AND HIVING THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S EXISTING WARRANTY. NORK REQUIREMENTS; 1. ALL WORK MUST BE PERFORMED DURING THE OWNERS PREFERRED HOURS. 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 3. ALL WORK PERFORMED ON THE PROJECT SHALL BE IN ACCORDANCE WITH ALL APPUCABLE CODES AND STANDARDS. SEE STRUCTURAL NOTES. 4. IF INSPECTION OF WORK IS REQUIRED, THE CONTRACTOR SHALL NQTIFY THE INSPECTION ENTITY 24 HOURS IN ADVANCE OF THE WORK TO BE PERFORMED. 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY AGENCIES PRIOR TO WORK WITH UTILITIES. REFERENCE UTILITIES SECTION. 6. THE CONTRACTOR SHALL COORDINATE ON-SITE STORAGE WITH OWNER IN ADVANCE OF WORK. PERMITS MAY BE REQUIRED FOR STORAGE ON PUBUC RIGHT OF WAY. 7. ALL NEW CONSTRUCTION SHALL MATCH EXISTING CONSTRUCTION IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE CONSTRUCTION DOCUMENTS. 8. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT EXISTING WORK FROM DAMAGE DURING THE COURSE OF WORK FOR THIS PROJECT. 9. THE CONTRACTOR SHALL PROVIDE WORK WHICH IS LEVEL, PLUMB, AND WITHIN TOLERANCES SPECIFIED BY CODES AND STANDARDS INCLUDED IN THE STRUCTURAL NOTES. 10. THE CONTRACTOR SHALL INSTALL AU. EQUIPMENT MATERIAL ACCORDING TO MANUFACTURES SPECIFICATIONS UNLESS NOTED OTHERWISES OR WHERE LOCAL CODES OR OREINANCES TAKE PRECEDENCE. 11. ANY SUBSTITUTIONS OF MATERIALS MUST BE APPROVED BY THE PROJECT TEAM IN WRITING. 12. THE CONTRACTOR SHALL SUPPLY ALL MATERIALS INCIDENTAL TO THE WORK DESCRIBED BY THE CONTRACT DOCUMENTS. 13. THE CONTRACTOR MUST RESTORE ALL PORTIONS OF THE PROJECT SITE TO IT'S PRE -WORK CONDITION. WHERE THE WORK PERFORMED DOES NOT ALLOW FOR PRE -WORK RESTORATION, WORK AREAS MUST BE REPAIRED OR REPLACED TO MATCH EXISTING FINISH AND SITE GRADING. 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL DISPOSAL OF DEBRIS AND ITEMS WHICH ARE SPECIFIED TO BE REMOVED IN THE COURSE OF WORK. CAST -IN PLACE CONCRETE: 1. ALL CONCRETE DESIGN DESCRIBED BY THIS SET OF DRAWINGS IS BASED ON ACI 318. 2. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4,000 PSI. UNLESS SPECIFIED OTHERWISE. 3. EACH CONCRETE MIX DESIGN SHALL HAVE A CYLINDER TEST HISTORY OF 60 DAYS MINIMUM, TESTED IN ACCORDANCE WITH ASTM C39. TESTED BY AN ACI CERTIFIED STRENGTH TESTING TECHNICIAN, AND THE STRENGTH STATISTICALLY DETERMINED IN ACCORDANCE WITH ACI 318. EACH MIX DESIGN USED ON SITE SHALL BE SUBMITTED TO, AND RECEIVED BY THE PROJECT TEAM BEFORE THE CONCRETE IS PLACED ON SITE. 4. RAW MATERIALS, MANUFACTURE, AND DELIVERY TO THE FORMWORK SHALL BE IN ACCORDANCE WITH ASTM C94 AND ACI 318. 5. EMBEDDED ITEMS ARE TO BE SECURELY FASTENED SO THAT THEY DO NOT MOVE DURING PLACEMENT OF THE CONCRETE. REFERENCE THE REINFORCING STEEL SECTION. 6. TWO CYUNDERS SHALL BE TAKEN FOR EACH LOAD DELIVERED TO THE FORMWORK. SAMPLES ARE TO BE TAKEN FROM THE CONCRETE AS IT IS PLACED IN THE FORMWORK IN ACCORDANCE WITH ASTM C172. CYUNDERS ARE TESTED PER ASTM C39 AND TESTED BY AN ACI CERTIFIED CSTT. CONCRETE SAMPLES ARE TO BE TESTED FOR AIR CONTENT AND WATER CEMENT RATIO. ALL TEST RESULTS ARE SUBMITTED TO THE PROJECT TEAM WITHIN ONE MONTH OF PLACING THE CONCRETE ON SITE. 7. WHEN AMBIENT TEMPERATURES FALL BELOW 55 DEGREES FAHRENHEIT, THE CONTRACTOR SHALL FOLLOW GUIDEUNES DESCRIBED IN ACI 306. WHEN AMBIENT TEMPERATURES RISE ABOVE 90 DEGREES FAHRENHEIT. THE CONTRACTOR SHALL FOLLOW GUIDEUNES DESCRIBED IN ACI 305. THE CONCRETE SHALL BE PROTECTED FROM FREEZING OR FROM EXCESSIVE HEAT WITH TENTS OR BLANKETS TO PROVIDE FOR HEAT OR MOISTURE LOSS. 8. ALL CONCRETE SHALL BE PLACED AS CLOSE TO PRACTICAL TO THE FINAL DESTINATION IN THE FORM. CONCRETE SHALL NOT BE PLACE FROM A HEIGHT GREATER THAN 6 FEET FROM THE POINT OF DISCHARGE. 9. VIBRATION SHALL BE USED TO CONSOUDATE CONVENTIONAL CONCRETE. EXTERNAL STINGER VIBRATORS SHALL BE INSERTED VERTICALLY INTO FORMS EVERY 36 INCHES MAXIMUM AND FOR EACH UFT. STINGER VIBRATORS SHALL BE INSERTED TO A VERTICAL DEPTH OF 12 INCHES INTO PREVIOUS UFTS TO ENSURE CONSOLIDATION. FOLLOW GUIDEUNES USED IN ACI 309R. 10. REPAIRS FOR MINOR DEFECTS MAY BE ADMINISTERED BY AN EXPERIENCED CRAFTSMAN WITHOUT AN APPROVED PROCEDURE. A MINOR DEFECT INCLUDES BUG HOLES, HONEYCOMBING, CHIPS, AND SPALLS THAT DO NOT EXCEED 'A INCH OF DEPTH INTO THE FACE OF THE CONCRETE. MAJOR REPAIRS EXTENDING BEYOND 'A INCH OF DEPTH AND UP TO THE REINFORCING MAY BE REPAIRED WITH AN APPROVED REPAIR PROCEDURE. REPAIR PROCEDURES MAY BE SUBMITTED TO THE PROJECT TEAM FOR APPROVAL IN ADVANCE OF FIELD WORK. DAMAGE EXTENDING BEYOND STEEL REINFORCING REQUIRES A RETROFIT DESIGN OR IS REJECTED. 11. SEE ARCHITECTURAL NOTES FOR CONCRETE FINISH REQUIREMENTS EXISTING STRUCTURES; 1. THE EXISTING FRAMING IS REPRODUCED FROM THE LATEST INFORMATION PROVIDED. SOME FRAMING AND MATERIALS ENCOUNTERED AT THE TIME OF CONSTRUCTION MAY VARY FROM THAT SHOWN IN THE PLANS. IF THE PLAN CONDITION VARIES FROM THE AS -BUILT CONDITION, THE CONTRACTOR SHOULD CONSULT THE PROJECT TEAM FOR A REVISED DETAIL OR DIRECTION TO PROCEED. CONCRETE SLABS ON GRADE* 1. SLAB -ON -GRADE CONSTRUCTION SHALL BE SUPPORTED ON A 6 INCH LAYER OF CLEAN 3/4 INCH MINUS SUBGRADE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM 0-1557). SUBGRADE SHALL BE SUPPORTED ON UNDISTURBED NATIVE SOIL OR PROPERLY PLACED AND COMPACTED STRUCTURAL FILL 2. INTERIOR SLABS -ON -GRADE SHALL BE CAST OVER A 4 MIL VAPOR BARRIER. 3. PROVIDE CONTROL JOINTS IN ALL SLABS ON GRADE. JOINTS ARE TO BE INSTALLED AT 14 TO 16 FEET ON CENTER EACH WAY MAXIMUM UNLESS SHOWN OTHERWISE ON THE DRAWINGS. ALL SAW CUT JOINTS IN CONCRETE SLABS ARE TO BE MADE WITH AN EARLY CUT SAW AS SOON AS POSSIBLE AFTER POURING BUT NO LATER THAN ONE HOUR AFTER FINISHING. 4. PROVIDE ISOLATION JOINTS AROUND ALL COLUMNS/SPREAD FOOTINGS. JOINTS SHALL BE FORMED BY INSERTING PREFORMED JOINT FILLER FOR THE FULL DEPTH OF THE SLAB. 5. PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH DUE TO COLD OR HOT WEATHER IN ACCORDANCE WITH ACI 305 AND 306. CONTRACTOR SHALL TAKE SPECIAL CURING PRECAUTIONS TO MINIMIZE SHRINKAGE CRACKING OF CONCRETE SLABS. 6. THE CONTRACTOR SHALL TAKE CARE THAT HEAVY EQUIPMENT AND AREAS USED FOR STAGING DO NOT AND DAMAGE SLABS ON GRADE. DAMAGED SLABS ON SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL EXPENSE TO THE OWNER. 7. CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 2,500 PSI. UNLESS SPECIFIED OTHERWISE. CONCRETE OR MASONRY ANCHORAGE - 1. EXPANSION BOLTS INTO CONCRETE SHALL BE "KWIK BOLT TZ" AS MANUFACTURED BY THE HILTI CORP., INSTALLED IN STRICT ACCORDANCE WITH ICC -ES REPORT ESR -1917. SPECIAL INSPECTION IS REQUIRED. EXPANSION ANCHORS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL REINFORCING STEEL 1. ALL DETAIUNG, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE PRACTICE. 2. REINFORCING BARS SHALL BE DEFORMED AND CONFORM TO ASTM A615 OR A706, GRADE 60. REINFORCING TIE WIRE MAY BE GRADE 40. 3. REINFORCING STEEL SPUCES SHALL BE 40 BAR DIAMETER OR TWO TRANSVERSE WIRE SPACING FOR WIRE MATS. 4. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE ACCORDANCE WITH ACI 318. 5. NO.5 OR LARGER REINFORCING BARS SHALL NOT BE RE-BENT WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER. 6. WELDING OF REBAR IS NOT ALLOWED WITHIN THE MIDDLE THIRD OF THE BAT LENGTH. WELDING OF :11- ► IP I• In AWS D1.4. USE ONLY ASTM A706 REINFORCING. 7. WIRE REINFO 8. CONCRETE C GSI I IIRLAAiS R FOR AppRgyEDONFORM JUL 0 3 2018 My (371'u:wile BUILDING DIVISION RECEIVED TO ACI CITY OF TUKWILA MAY 07 2018 PERROT CENTER mER `u at&t 1111 W CAPITOL INE RV 1070 UTILE ROCK. AR 72201-3005 r:VI asTec Network Solutions 1300 STOCKION OWE, NORM URIE ROCK. AR 72117 501-260-7633 • 44721186,5) EXPIRATIOR &9'2018 04/19/18 DATE. 1PRE HEREBY CERTIFY IE MYTHAT DBE oi r SIONMDMK1AIADULY QPNEER1 %LER THE LIME OF DE • STILE OF MMSKIGTON' • • REVISIONS REV. DATE DESCRIPTION WKS A 03/17/18 90% CD'S GJJ 0 04/19/18 FOR CONSTRUCTION VSA ® 05/02/18 CLIENT COMMIS GJJ NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. SC78 HWY 99 & HWY 599 10868 E MARG1NAL WAY S TUKWILA, WA 98168 KING COUNTY SHEET TITLE GENERAL NOTES SHEET NUMBER GN -1 ABBREVIATIONS* A/C AGL AMSL APPROX AWG BCW BLDG BLK CLR COAX CONC CONST CONT DIA DWG EA ELEV ELEC EQ EQUIP EXT FIN FLUOR FLR FT FRP GA GALV GC GPS GRND HORZ HR HT HVAC ID IN INFO INSUL INT IBC LBS LMU LTE MAX MECH MIL MFR MGR MIN MISC NA NIC NTS OC OD PLYWD PROJ PROP PT REQ RF RM RO RRH RRU SHT SIM SPEC SF AIR CONDITIONING ABOVE GROUND LEVEL ABOVE MEAN SEA LEVEL APPROXIMATELY AMERICAN WIRE GAGE BARE COPPER WIRE • BUILDING BLOCKING CLEAR COAXIAL CABLE CONCRETE CONSTRUCTION CONTINUOUS DIAMETER DRAWING EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EXTERIOR FINISH FLUORESCENT FLOOR FOOT FIBER -REINFORCED POLYMER GAUGE GALVANIZED GENERAL CONTRACTOR GLOBAL POSITIONING SYSTEM GROUND HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDTnONING INSIDE DIAMETER INCH INFORMATION INSULATION INTERIOR INTERNATIONAL BUILDING CODE POUNDS LOCATION MEASUREMENT UNIT LONG TERM EVOLUTION MAXIMUM MECHANICAL METAL MANUFACTURE MANAGER MINIMUM MISCELLANEOUS NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OUTSIDE DIAMETER PLYWOOD PROJECT PROPERTY PRESSURE TREATED REQUIRED RADIO FREQUENCY ROOM ROUGH OPENING REMOTE RADIO HEAD REMOTE RADIO UNIT SHEET SIMILAR SPECIFICATION SQUARE FOOT LEGEND; • REVISION LIGHT STANDARD © POWER VAULT UTIUTY BOX �i UTILITY POLE E— POLE GUY WIRE al GAS VALVE -9- FIRE HYDRANT I>4 GATE VALVE ® WATER METER A FIRE STAND PIPE ❑ CATCH BASIN, TYPE 1 © CATCH BASIN, TYPE 11 SIGN ❑o GAS METER o BOLLARD 0 TELEPHONE VAULT o MAIL BOX o TELEPHONE VAULT Ox GRID REFERENCE GRID REFERENCE 1 SECTION REFERENCE 0 REVISION 221 SPOT ELEVATION DETAIL REFERENCE ROW — OHP P GIS OHU T1 x x SUBJECT BOUNDARY UNE RIGHT -OF- WAY CENTERLINE RIGHT-OF-WAY LINE ADJACENT BOUNDARY UNE SECTIONAL BREAKDOWN LINE COAX CABLE UNE FIBER OPTIC CABLE LINE OVERHEAD POWER LINE BURIED POWER LINE BURIED GAS UNE OVERHEAD TELEPHONE LINE BURIED TELEPHONE LINE BURIED WATER UNE BURIED SANITARY SEWER BURIED STORM DRAIN DITCH UNE/FLOW UNE VEGETATION LINE CHAIN LINK FENCE WOOD FENCE BARED WIRE/WIRE FENCE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA WAY 07 2018 PE-RLiQ LT CENTER /at&t 1111 W CAPITOL NE RM 1070 LITRE ROCK, AR 74201-3005 • • :IasTec Network Solutions 1300 SfOCK10N ORNE, NORTH UTILE ROCK, M 72117 501-260-7633 • • • EXPIRATIOtt 8192018 04/19/18 M 1 MEW CERTIFY 1WT DOE PUWS__ YI SUPEFMSION IN) 1F PREPPRED BY IE OR TI IMAA DULY � REGISTERS) MEER LRDER 1FE MS OF 11E • STAE OF M SIMON' • • REVISIONS • REV. DAZE DESCRIPTION LMW$ A 03/17/18 90IC CD'S GJJ 0 04/19/18 FOR CONSTRUCTION VSA ® 05/02/18 CLIENT COWER TS GJJ NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET I THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. SC78 HWY 99 & HWY 599 10868 E. MARGINAL WAY S TUKWILA, WA 98168 KING COUNTY SHEET TITLE GENERAL NOTES SHEET NUMBER GN -2 0 0 auiRl� �• at&t 1111 W CAPITOL NYE RR 1070 UTILE Roar NR 72201-3005 •••.1IasTec �� NOTICE ��CAUTION\ CTI$ h)) PIANS PREM D Lif: Network Solutions 4300 STOCKTON ORM. NORTH WILE ROCK, AR 72117 501-260-7633 • Beyond This Point you are entering a controlled area where RF emissions may exceed the FCC General Population Exposure Limits. Follow all posted signs and site guidelines for working in a RF environment. Beyond This Point you are entering a controlled area where RF emissions may exceed the FCC Occupational Exposure Limits. Obey all posted signs and site guidelines for working in a RF environment. ALERTING SIGN ALERTING SIGN ALERTING SIGN (FOR CELL SITE BATTERIES) (FOR DIESEL FUEL) (FOR PROPANE) PQL MO/t4 $ GENERAL SIGNAGE GUIDELINES A•� � QFC of -• 41,, (" t x /Q12214460 c A '. • `�' EXPIRATIOIt 04/19118 o 6/920+8 `e Ref: drCR,,3DT(3) stat J `e Ref: l stat eJ <rCFR,,EDT(b T Structure Type INFO SIGN #1 INFO SIGN #2 INFO SIGN #3 ALERTING SIGNS A Towers Y Monopole/Monopine/Monopalm entrance gates, shelter doors OR on the outdoor cabinets climbing side of the Tower On backside of Antennas • WARNING! • 4- Ltr%eatat e, OA DANGER DO NOT TOUCH TOWER! SERIOUS "RF" BURN HAZARD! N ADEN TOWER CLEARANCEMAINTAINTWE SUPPORTS AND GUY WIRES FAILURE TO OBEY ALLPOSTED SIGNS AND SITE GUIDELINES FOR WORKING INARADIO FREQUENCY ENVIRONMENT COULD RESULT IN SERIOUS INJURY. CONTACT CURRENT MAY EXCEED LIMITS PRESCRIBED IN ANSI/EEE CgSm-myga FOR CONTROLLED ENVIRONMENTS. PROPERTY OF AT&T AUTHORIZED PERSONNEL ONLY B A C SDE Towers / Towers with high oitage entrance gates, shelter doors OR on the outdoor cabinets climbing side of the Tower On backside of Antennas 1 IfREBY CERIFY THAT 11fX PIANS %ERE PREPARED BY AE CR UNDER IN MET SUPFTt1A90N NO DK I AM A PLY REGSTERED sf E OF DE • K 3 Light Poles / Flag Poles entrance gates, shelter doors OR on the outdoor cabinets on the pole, no less than 3ft below the Antenna and no less than 9 above ground On backside of Antennas 0 REVISIONS • REV. WE TE DESCRIPTIONMWS A 03/17/18 90% CO'S GJJ 0 04/19/18 FOR CONSTRUCTION VSA F Utility wood Poles (JPA) gates, shelter doors OR on the outdoor cabinets on the pole, no less than 3ft below the Antenna and no less 9ft above than ground On backside of Antennas I REVIEWED FOR 0.',entrance • stat • IN CASE OF EMERGENCY, OR PRIOR TO ®06/02/18 CHEM ool�gotlT$ GJJ PERFORMING MAINTENANCE ON THIS SITE. CALL 800-638-2822 AND REFERENCE CELL SITE NUMBER • • E E E T Microcells mounted on non -JPA poles entrance gates, shelter doors OR on the outdoor cabinets on the pole, no less than 3ft below the Antenna and no less than 9ft above ground &PLIANCE On backside of APPROVED Antennas /rJir'fr- 1y ALERTING SIGN INFO SIGN #4 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET • Roof Tops` JUL O 3 2018 �. stall F At all access points to the roof X 1 THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY OR CAUSING�TO BE RL REPRODUCED THE ORA' rhNGS WITHOUT THE P�ER►TMil aN OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. .• R On AntEnnas X 1 Concealed Antennas X X �+ Ii ©� 1 �I83 INFORMATION 0 facingbuilding Antennas mounted outside the X X BUILDING DIVISION! AT&T openta te&avmmwiaYou ant a. Rda location. Rentain at IM o feet .way&„m..y.rn .andobeyaupoaed spm. Contact the owner(a) of the antenna(s) before working closer than 3 feel nom Elie antenna. ContactAT&Tat . prior toperformingany M Antennas on support structure X X _ Roof view Graph: Radiation area is within 3ft from antenna X adjacent to each antenna SC78 HWY 99 & HWY 599 10868 E. MARGINAL WAY S WA TUK KINGI COUNTY A N Radiation area is beyond 3ft from antenna adjacent to each antenna RECEIVED CITY OF T'UaiK `en'so ��`narAT&Tantennas.This u Site._ _ Contact the if this door/hatch/plc Y found unbiied. INFORMATION management office ACTIVEANTENNASARE MOUNTED T E N Church Steeples Access to steeple adjacent to antennas if antennas are concealed ILA On backside of MAY /� Antennas Iw1AY a /t�1 2010 1NF 0 R MAC I O N BUILDING ILDING ❑ ON THE Ban. Tics 0 BEHIND THIS PANEL ❑ ON THISSTRUCRmRE SHAT TITLE SIGNAGE DETAILS En ta :winded atstiao non*pandas par Area. er es, tmu de telcomuWa Fever maniere" um aYtamr de re mare. deg Fe, ni3eaene 1.031 kaad.a. Comunigive con el pnp'rmdo o6 propinmrin de Ya animusantesde h.h.J."aamiur. rm.aYtareY semens aegelm aeY.nir.. Comodgw.7AT&T__..-am '''''a"amlp"'."Nmlrma mgndomama de Yarmnude AT&T. Feta aY atadov buevumen_ _ Favor mmuricarse tan Y oftlu de Y aemo4tr.mr del ediko ri ata porta o compuerm m cram. sip amaao. STAY BACK A MINIMUM OF 3 FEET FROM THESE ANTENNAS Contact AT&T at and follow thee ivnucdma prior m performing any maintenance or np.Inda.er tun 3 Bet from the ...nun This Y AT&T rim.— - N A Wate r Stations Access to ladder adjacent to antennas if antennas are concealed On backside of e� PE� 8 p� Antennas CENTER Notes for Rooftop sites: _ • 0., atm • atat <<atat 1. Either NOTICE or CAUTION signes need to be posted at each sector as close as possible to: the outer edge of the striped off area or the outer antennas of the sector. 2. If Roofview shows: only blue + Notice Sign, blue and yellow = Caution Sign, only yellow = Caution Sign to be installed. SHEET NUMBER S-1 INFO SIGN #1 INFO SIGN 02 INFO SIGN #3 SIGNAGE GUIDELINES CHART NOTES: 1. VERIFICATION THAT THE ANTENNA MOUNTS CAN SUPPORT ALL PROPOSED LOADING SHALL BE PERFORMED BY REGISTERED STRUCTURAL ENGINEER. 2. STRUCTURAL ANALYSIS AND DESIGN TO BE PERFORMED PRIOR TO FCD COMPLETION. 3. THIS IS NOT A SITE SURVEY. ALL PROPERTY UNES AND BOUNDARIES ARE TAKEN FROM AN EXISTING PARCEL VIEWER AND ARE APPROXIMATE. \ JZF SAFETY NOTE: AT&T HAS IMPLEMENTED RF SAFETY PROCEDURES AND ACTIONS ON THIS ROOFTOP SITE. ALL GENERAL SAFETY RECOMMENDATIONS WILL BE FOLLOWED IN ORDER TO COMPLY WITH FCC & COUNTY GUIDELINES. EXISTING 7 - BUILDING (TYP.) EXISTING BUILDING EXISTING AT&T - 20'-0" X 12'-0" CONCRETE PAD EXISTING _ CHAIN-LINK FENCE PROPERTY LINE m ul MAY 727 O18 SUBJECT ZONING USE: SERVICE BUILDING ZONE:MIC/H PARCEL NUMBER: 0323049057 RtVIEINED FOR COD COMP�lAR10E Q'�f�$Od p JUI\03 2418 CISH! of ' u BUILDING ' I . SION EXISTING PARKING AREA (TYP.) EXISTING 121'-0" MONOPOLE \ 1 $BCEI �� �?,Q CITY OF U f FILA rtk a NORTH SITE PLAN SCALE: 1/32'-1'-0' (22x34) (OR) 1/64'-1'-0' (11x17) 1 [, u at&t 1111 W MOT. At RM 1070 11111.E ROCK AR 72201-3005 [..:44 a sTe c Network Solutions 4300 STOCKTON NORM UIi1E ROCK. Mt 72117 501-260-7633 • EXPIRATION 18 04 19/18 1 HEREIN CERRFY THAT 1FFWE PIANS VAX PREPARED BN AE OR RROER AEN MT MID UT Y I USIBENGlEER UNCERI111 MS SSNA A LOF DE • STATE CF MNSR* R 1 REVISIONS REV. DATE DESCRIPTION PIKS A 03/17/18 90% CD'S GJJ 0 04/19/18 FOR OONSTRICIION VSA AS 05/02/18 cum- whims GJJ NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET • I 1HE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF IT STEC NETWORK SOLUTIONS IS PROHIBITED. SC78 HWY 99 & HWY 599 10868 E. MARG1NAL WAY S TUKWILA, WA 98168 KING COUNTY SHEET 1T LE SITE PLAN SHEET NUMBER A-1 2 01 .e�;0 y j ►1"• � 4. ' ! EXISTING AT&T ICE ;I BRIDGE TO REMAIN \ I (6) EXISTING AT&T \ 7/8" COAX CABLES ''\ I TO REMAIN (3) EXISTING AT&T a ;� RRH2X60-850 o. TO REMAIN \li EXISTING AT&T EQUIPMENT \\ _ CABINETS TO REMAIN (TYP.) k f .0°' -- x �';' jJ -\ \ •r \-\_.- EXISTING AT&T 20'-0" X 12.-0" EQUIPMENT CONCRETE PAD TO REMAIN • a - NORTH at&t 1111 W WOOL . NYE Mi 1070 UTTUE ROCK, AR 72201-3005 • RAYS PREPARED 8r: . •:vlasTec Network Solutions 4300 SMOOCH ONE, NORTH LITTLE ROCK, NI 72117 \2 ,� eit %i' w , REVIEWED FORSo,-2so-7s33 . CODE �COMPLIA6 CE • APPROVED JUL 032018 t,. ",1 City og �iDINJlIi�l Bill .DIPIC� DI!lI�10 1 CS4�OF A ,S,L MOH, wnsy/4, FO �V� c° v, �r x �' 41214 '�Fcrste�° E1wrz<raro 04/11g1 • 8/9/2018 e9.re-ili,.....0. \ , , ., Y 1 ♦ `\ % ,� y 0.' EXISTING EXISTING AT&T ftAyICE BRIDGE (6) EXISTING AT&T 0 7/8" COAX CABLES \ .' ,+. \ (3) EXISTING AT&T \ � � C t \ RRH2X60-850 \ 0. o . EXISTING AT&T EQUIPMENT \ J! " CABINETS (TYP.) -'� _ ---\ �'0 . \\ 'T' ' \ ---lox � S \ _ "� `' , -� \• \ S` \ EXISTING AT&T 20' 0" X i2' 0' INSTALL (1) PROPOSED AT&T 5C BCEM CARD, EQUIPMENT CONCRETE PAD (1) PROPOSED AT&T 2C BCEM CARD, (1) PROPOSED AT&T 6C BCEM CARD, (1) PROPOSED AT&T DC TO DC CONVERTER, (4) PROPOSED AT&T CONVERTER MODULES & (1) PROPOSED AT&T RAYCAP INSIDE (1) PROPOSED AT&T FSM4 EXISTING AT&T CABINET RECEIVED OF TUKWILA MAY 07 2018 PER ii CENTER a NORTH 1 FERIA' =FY THAT THESE PIANS VERE PREMED AE OR REWIRED DOER MaTHE UMS OF THE • SIP E O �VIN111O REVISIONS REV. DATE DESCRIPTION MA WS A 03/17/18 90% WS GN 0 04/19/18FOR OOrSTRJCITCN VSA ® 05/02/18 cum cowers G.11 NOT FOR CONSTRUCTION UNLESS ` LABELED AS CONSTRUCTION SET THTHE ESE INFORMATIONIN PROPRIETARYCONTAINED BY NURE. REPRODUCTION OR AT CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. • SC78 HWY 99 & HWY 599 10868 E MARGINAL WAY S TUKWILA, WA 98168 KING COUNTY , SHEET TITLECITY EXISTING & PROPOSED EQUIPMENT PLAN SHEET NUMBER A-2 O r 7 3• SCALE: 3/B• = 1•-0" (24x36) 2 PLAN 0 t• 2• 3• SCALE: 3/8" = 1-0" (24x36) 1 EXISTING EQUIPMENT PLAN ® (OR) 3/16"-1LO' („xn) PROPOSED EQUIPMENT ® (OR) 3/+s"-+-0 (+1x+7) , ANTENNAS (BY OTHERS) EXISTING LIGHTNING ROD CORKER .`u/, ���� � 1111 MI WOOL NE RY 1070 UTILE ROCK, IR 72201-3005 [ o NOTES; CONCEALMENT WILL MATCH EXISTING. PREPARED PIANS BY: ��� a sTe c Network Solutions 1300 SfOCKTON OM NORTH UTRE ROCK, AR 72117 501-260-763 CLEV.OF EXISTING N ANTENNAS (BY OTHERS) LIOHEXIS LIGH INCIEVIEI D FOR T®�p�e/� CODS CO�PLIACE ELEV.OF 12EXISTING GPANEL L AL TOP OF TOWER IIl�II IMI1ill AGPANEL TOP OF TOWER II APPROVED ELEV. 121'-0" AGL EXISTING PANEL ANTENNAS (BY OTHERS) (TYP.) (2) EXISTING AT&T 3JR52703AAAA ANTENNAS TO BE REMOVED, (1) PER SECTOR IN POSITION 1. (ALPHA & GAMMA SECTORS) (2) EXISTING AT&T SBNHH-1D65C ANTENNAS TO REMAIN, (1) PER SECTOR IN POSITION 3, (ALPHA & GAMMA SECTORS) (3) EXISTING AT&T B25 RRH4X25 WCS 4R TO REMAIN, (1) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) iip C.L. OF EXISTING AT&T PANEL ANTENNAS 1 jI •. I $ ELEV. 121-O" AGL EXISTING PANEL ANTENNAS (BY OTHERS) (TYP.) JUL 03 2018 City of Tukwila] BUILDING DMSION II i • q 1 w o1 ' ' 44' '. y�"c.,,° 0 cn r 2: q^ 14 ♦• .l� ,. A EXPIRATIOre 04/19/18 8/82016 (2) EXISTING AT&T SBNHH-1D65C ANTENNAS, (1) PER SECTOR IN POSITION 3, (ALPHA & GAMMA SECTORS) (3) EXISTING AT&T B25 RRH4X25-WCS-4R, (1) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) C.L OF PROPOSED AT&T PANEL ANTENNAS II' I L LI I (3) PROPOSED AT&T RRH 4T4R 812/B14, (1) PER SECTOR IN POSITION 2, (TYP. OF 3 SECTORS) -SEE DETAIL 2/A-4 (2) PROPOSED AT&T SBNHH-1D65C ANTENNAS, (1) PER SECTOR IN POSITION 1, (ALPHA & GAMMA SECTORS) -SEE DETAIL 1/A-4 DATE: 1HEREBYcEB1EY TIM►TP NCERIANSMERE PREMED A MT DULY FE3511 ED ENGINEER 1118 1HE UM OF 1HE ♦ STATE i ELEV. 80'-0" AGL (6) EXISTING AT&T LGP 21401 TMA'S (2) PER SECTOR IN (TYP. OF (6) EXISTING AT&T DIPLEXERS (2) PER SECTOR IN (TYP. OF (2) EXISTING (R 3EMOVEX PER SECTOR IN (TYP.CTOOF (3) EXISTING AT&T RRH2x40W-07L TO (1) PER SECTOR IN POSITIONS (TYP. OF 3 SECTORS) EXISTING 121.-0" MONOPOLE EXISTING BUILDING - EXISTING AT&T GPS ANTENNAS EXISTING AT&T UTILITY H -FRAME EXISTING AT&T EQUIPMENT CABINETS (TYP.) <, ' EXISTING AT&T 20'-0" X 12'-0" EQUIPMENT CONCRETE PAD \• J " ' FINISHED GRADE (REF.) / TFINISHED TO REMAIN, POSITION 3 SECTORS) TO REMAIN, POSITION 3 SECTORS) AT&T TO REMAIN NPOS TO 3 SECTORS) REMAIN, SQUID 1, 4, 4, Y, 4 I1• —) II1 I l „ �., f , , fI Y - 1 k (6) EXISTING AT&T 7/8" COAX CABLES TO REMAIN EXISTING EQUIPMENT SHELTERS (TYP.) (BY OTHERS) EXISTING CHAIN-LINK FENCE 4 _ ELEV. 80'-0" AGL C.L. OF EXISTING AT&T PANEL ANTENNAS / r I II t•1 I (3) EXISTING AT&T RRH2x4OW 07L, (1) PER SECTOR IN POSITIONS 1, (TYP. OF 3 SECTORS) , REVISIONS ISI, DATE DESCRIPTION *MS ELEV. 80'-0" AGL (6) EXISTING AT&T LGP 21401 TMA'S, (2) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) (6) EXISTING AT&T DIPLEXERS, (2) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) (1) PROPOSED AT&T SQUID (2) EXISTING AT&T SQUID i EXISTING 121'-0" MONOPOLE EXISTING BUILDING - EXISTING AT&T \\\ GPS ANTENNAS EXISTING AT&T UTILITY H -FRAME EXISTING AT&T EQUIPMENT CABINETS (TYP.) y EXISTING AT&T 20'-0" X 12'-0" EQUIPMENT 1 CONCRETE PADEXISTING �~ , i ' I I f [/ �, (3) PROPOSED AT&T B25 RRH4X30-4R, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) -SEE DETAIL 5/A-4 (1 (1) PROPOSED) PER SECTOR IN T 866A NR24X45, POSITION 2, (TYP. OF 3 SECTORS) -SEE DETAIL 8/A-4 (2) PROPOSED AT&T 80010966 ANTENNAS (1) PER SECTOR IN POSITION 2, (ALPHA & GAMMA SECTORS) -SEE DETAIL 6/A-4 RECEIVED • • 1 ���� �`� `�� M/ MAY 07 2018 (6) EXISTING AT&T.n�ap 7/8" COAX CABLES 1r RI1fLGT CENTER EXISTING CHAIN-LINK FENCE r �, ' v A 03/17/18 90X CDS GJJ 0 04/19/18 FOR CON51R11CRON VSA m 05/02/18 CLIENT COMIEMRS GJJ NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE.RODUCTION OR CAUSING TO BE R� UCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS ` PROHIBITED. • e SC78 HWY 99 & HWY 599 165 E. ANIRGINAL WAY S TUKWILA, WA 98168 KING COUNTY a SHEET TITLE & PROPOSED TOWER ELEVATION 4 �. Ir,. _ x ■ �,? GRADE (REF.) / j SHEET NUMBER A-3 ELEV. 0'-0" AGL ELEV. 0'-0" AGL EXISTING TOWER ELEVATION 0 2' 4' 8' SCALE: 1/8' = 1'-0" (24x36) 2 PROPOSED TOWER ELEVATION 0 2' 4' 6' SCALE: 1/8" = 1'-0' (24x36) 1 ® __ (OR) 1/16' - 1'.0 (11x17) ® (OR) 1/16" = 1'-0" (11x17) \- , ALCATEL-LUCENT B66A-RRH4x4,5'( MOUNTING PIPE s Mtsct 1111 W CIIPROL /WE RM 1070 LIME ROCK AR 72201-3005 • DIMENSIONS. HxWxD: 25.8'x11.8.97.2• WEIGHT,KIT:WITHOUT MOUNTING KIT: 56.8 lbs � 11.8" � KATHREIN 80010965 DIMENSIONS, HXWXD: 78.7"x20"x6.9" NET WEIGHT: 97.6 CONNECTOR: F8 E CONNECTOR POSITION: BOTTOM LBS MLLE -10 1.r. n �_MU NE mil 0 i 0 1 Il. I I(� I;I I "SQUID" PUMA • Network NORTH Solutions 4300 =cmORTdE. UIUE ROCK, 501-260-7633 AR 72117 RAYCAP DC SURGE PROTECTOR1 1. i IIIIIIIII IIII IIIII II III) , _ mm MI I --- t 1 IIIIIIIIIIIIIIII11111111111i ��_Nim �_ MIE TO BE c , oss to INSTALLED WITHIN 6 c t 25.8" ICE -- FEET OF RADIO UNIT . WIIRM c 3 11.8• MANUFACTURER: RAYCAP MODEL DC6-48-60-18-8F SQUID" i i c t � • A •® Mo20" 4t WASy1��F d �.FO ,: 4, 40 Fc 0 .n r Z 4 e_ 42214v ;,� O c p pI c i Nuu t7 b MEL OO • • ••• O�� ■ O ..Cf .6 ( 20" -TT F-, - """` MOUNTING BRACKET BY MANUFACTURER 1303141,1 '- PL& SIDE Eft SCALE I 9 SCALE 8 DC6 SQUID DETAIL SSE 7 RRH SPECIFICATION N.T.S. N.T.S. ANTENNA SPECIFICATION N.T.S. �4* A EXPIRATIOtt 6/9/2018 04/19/18D4 ALCATEL-LUCENT 825 RRH4X30-4R DIMENSIONS, HxWxD: 21.2"x11.97"x7.18" WEIGHT. WITHOUT MOUNTING KIT: 52.9 lbs 11.97" i pOTES; KATHREIN 80010966 \-_ DIMENSIONS, HXWXD: 96'x20"x6.9" NET WEIGHT: 114.6 LBS CONNECTOR: 8 x 4.3-10 FEMALE CONNECTOR POSITION: BOTTOM lo cn to PROPOSED RRH UNISTRUT SECURED TO MOUNTING PIPE (NP) I I: 1 . _ _ �_ _ = t_ �_ = �_ C� = = = s_ 1. INSTALL ANCHORS/FASTENERS MAXIMUM OF 2'-0" ON 2. THROUGH BOLT - 1/4"tb THREADED ROD W/ NUTS WASHERS ANCHORS AND CHANNEL SHALL HAVE GALVANIZED FINISH. • 3. MOUNT RRH'S TO UNISTRUT 3/8"� UNISTRUT BOLTING• HARDWARE AND SPRING TYPICAL FOUR PER DEVICE. SUBCONTRACTOR SHALL 4. SUBCONTRACTOR SHALL OTHER MATERIALS AND MOUNTING HARDWARE. CENTER. A36/A307 AND UNISTRUT HOT -DIPPED WITH NUTS. SUPPLY. SUPPLY INSTALL A ALL ALL 1 HER[8f OXY THAT DBE PIANS PREPARED BY ME CRI OFR IN SWE NSION NO THAT I AM A DULY REGISTERED E11Gt'[ER UIOER THE I OF THE STALE OF WOINGTOtt X X I I 11,97" REVISIONS O �� o o A 03/17/18 90% WS GU o n 0 04/19/18 FOR OOP6IF&JCI1ON VSA ■ ■ •'�� m 05/02/18 CLIENT COMMS G.0 oT I4P 0 o, �ftttl,•• 0 20 . lk- 16 • • NOT FOR CONSTRUCTION UNLESS `LABELED AS CONSTRUCTION SET , 9 , 20' lJ.Ati SIDE ffi4HI - E84MI THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROFRIETAI7Y BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE PERMISSION OF MASTEC NETWORK DRAWINGS WITHOUT SOLUTIONS IS PROHIBITED. SCALE 6 SCALE 5 SCALE 4 RRH SPECIFICATION N.T.S. RRH MOUNTING DETAIL N.T.S. ANTENNA SPECIFICATION N.T.S. ' a mtaA - RRH 414R 812/814 ` �- DIMENSIONS, WIT HxWxD: 28.74'xt5.35'x9.44' WEIGHT. T MOUNTING KR: 101.41 LBS _ _ 1.11 COOMMSCOPE SBNHH-1D65C �� . �. `i..,., ' PROPOSED LTE PANEL ANTENNA ,NOTES: 1. INSERT SCISSOR BRACKETSaill MOUNTING ANTENNA MOUNTING KIT BETWEEN THE UPPER ANTENNA UPPER POLE �ADKET AND THE APTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. 2. TO SET THE DEGREE OF HOLES ON, ALIGN THE DESIRED HOLES THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. 3. THE NUMBER OF CONNECTORS ry EXISTING ANTENNA WILL VARY BASED ON ANTENNA TYPE PIPE MOUNT DIMENSIONS, HXWXD: 72.0"x11.9"x7.1" NET WEIGHT: 40.6 LBS CONNECTOR: (6) 7/16 DIN FEMALE SC78 HWY 99 & HWY 599 10868 E. MNiGINAL WAY S TUKWILA, WA 98168 KING COUNTY CO �44 CODEIII CO�liPLIANCE COMPLIANCE N APPROVED JUL 0 3 2018 • • o n ,�iq 4t PE: �l 6 L 0ECE1 OF 1� (� AYTV WI ED �'T�� � j i1 / p 2o1v EIVIyI�.L, SHEET TITLE EQUIPMENT DETAILS 51.44' 28.74" ��� �t5.35'-� ME Cliy+ofTuk h BUILDING DIVI 1 ._ lj I '- I I��-e-e >, - 15.35" E� SHEET NUMBER A-4 7 .9" I. J7.1 I. 11.9" I. P1dN AAA Sl //A E� A ANTENNA MOUNTING DETAIL SCALE 3 SCALE 2 SCALE 1 RRH SPECIFICATION N.T.S. ANTENNA SPECIFICATION N.T.S. N.T.S. MR , Iat&t 1111 W CAPITOL INE RR 1070 uTILE ROCK, AR 72201-3005 • PIANS •:IasTec PREPAIiD eT: Network Solutions 1300 $10O0ON ORME, NORTH uTTLE RDO(, AR 72117 501-260-7633 1 4. �Q�PF WAStiy FO c o N r z 4 k.4.6� • A EXPIRATIOPt 04/19 .► 6f9l2018 18 SCALE I 9 SCALE SCALE 7 NOT USED N.T.S. NOT USED N.T.S. NOT USED N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 03 2018A' • a' City of Tukwila f�� BUILDING DIVISION RECEIVED CITU OF TUKWILA CITY I HEREBY CERTIFY TENT THESE PUNTS WERE PREMED o N1 �` REGIS REGISTERED MEER (1C> PE MIS OF If • SMITE OF WISFI NGRIe , REVISIONS /17/18 90% KIS GJJ 0 04/19/18 FOR OONSTRX910N VSA m 06/02/18 war OOMAOJrs GJJ MAY 07 2010 PERIViff CEM TER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET , i THE INFORMATIONIN MENTS IS SONWP PROPRIETARY BY NATURE REPRODUCTION CR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS 15 PROHIBITED. SCALE 6 SCALE SCALE 4 NOT USED N.T.S. NOT USED N.T.S. NOT USED N.T.S. 'MI ___ COOMMSCOPE SBNHH-1D65B DIMENSIONS, HXWXD: 72.0"x1 1.9-x7.1- NET WEIGHT: 40.6 LBS CONNECTOR: (6) 7/16 DIN FEMALE CONNECTOR POSITION: BOTTOM 0 N 7� ®"h.— 0 N 1 SC78 HWY 99 & HWY 599 10868 E. MARGGN4L WAY S TUKWILA, WA 98168 KING COUNTY SHEET TITLE EQUIPMENT DETAILS I. 11.9" jo, 1.7.1"IA. -I I I. . • . 11.9" SHEET NUMBER A-4.1 AAA ELAN AAAA ME SCALE 3 SCALE ANTENNA SCALE 1 NOT USED N.T.S. NOT USED N.T.S. SPECIFICATION NTS N.T.S - EXISTING RF EQUIPMENT SCHEDULE SECTORFREQUENCY POSITION BAND ANTENNA MAKE /MODEL RAD CENTER AZIMUTH E. TILT M.TILT TMA/DIPLEXER (QTY,) SURGE PROTECTION (QTY.) CABLES (QT,) CABLE LENGTH 106'-0- Al LTE 1900/700 (1) AW M 311R62703MAA (R) 60'-0' 160 7/5 7 (1) RRH2x4OW-07L (E) (2) SQUID (E) (1)()17/6 CG X A2 (MIS 1900/650 (1) KATHREIN 742-284 (R) 60'-0• 160' 6/17 a - - - - A3 LTE WCS/650 (1) C0A1MSC0PE S8NHH-1D65C (E) 60'-O• 160' 0'/470' 7 (1) RRH2x60-650 (E) (ON GROUND) (1) RRH4x2S-WCS-4R (E) - (2) 7/8' COAX (2) 0.76' 8 AWG 6 106•_0• A4 UMTS 1900/850 (1) KATHREIN 742-264 (E) 8o'-0• 180' 6717 a (2) LGP 21401 (E) (2) DIP EICER (R) - (2) 7/8' COU( 106•_0• 91 LTE 1900/700 (1) AIL PA 3.1632703MM (R) BO' -0• 260' 7/5' 7 (1) RRH2x40W-07L (E) - (2) 7/8• COAX (1) 1.12' HYBRID 106•_0• 52 1241S 1000/850 (1) KATINIE N 742-264 (R) 80'-0' 260' 074• 0' - - - - B3 LTE WCS/650 (1) COMMSCOPE SBNHH-10658 (E) 60'-0' 260' 0 /5/a 7 (1) RRH2x60-650 (E) (0N GROUND) (1) RRH4x25-WCS-4R (E) - (2) 7/8' COAX (1) 0.76' 8 AWG 6 108•_0• 84 MATS 1900/650 (1) KATHREIN 742-264 (E) 60'-0' 260 0'/4' a (2) `2)LGP 21401 Drum (R) - (2) 7/8' COAX 106'-0' C1 LTE 1900/700 (1) ALU A4 3J55270.3MAA (R) 80'-0' 60' a77 a (1) RRH2x40W-07L (E) - (2) 7/8' COAX 108'-0' C2 111112 1900/860 (1) KATNRE#1 742-264 (R) 80'-0' 60' a/4' a - - - - C3 LTE WCS/850 (1) COMMSCOPE S8NHH-10650 (E) 80•-0• 60' 0737/7 a (1) RRH2z60-850 (E) (0N GROUND) (1) RRH4x2S-WCS-4R (E) - (2) 7/8' COAX (1) 0.76' 8 AWG 6 108•_0• C4 UMTS 1900/850 (1) KATHREIN 742-264 (E) 80'-0' 60' 074' 0' (2) LGP 21401 (E) DFLDOR (R) - (2) 778• COAX 101F-0" (E) = EXISTING EQUIPMENT (R) = EXISTING EQUIPMENT TO BE REMOVED (XR)= EXISTING EQUIPMENT TO BE RELOCATED (6) EXISTING AT&T LGP 21401 TMA'S TO REMAIN, (2) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) (3) EXISTING AT&T 742-264 ANTENNAS TO REMAIN, (1) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) (1) EXISTING AT&T SBNHH-1D65B ANTENNA TO REMAIN IN POSITION 3, (BETA SECTOR) ANTENNA SBNHH-1D65B ANTENNA EXISTING (82 AZ. (=26_..oetiuA movie7424140 92 EXISTING 121'-0" MONOPOLE EXISTING 742-264PER SEC OR (TYP. AZ. _260' - (gO EXISTING AT&T PLATFORM MOUNT lost - (3) EXISTING 742-264 AMTENNAS TO BE REMOVED, (1) PER SECTOR IN POSITION 2. (TYP. OF 3 SECTORS) D(�UHG 11152 1 PER 70 SECT REVIEW FOR CODE COMPLIANCE APPROVED JUL 03 2018 Cify of Tukwila BUILDING DIVISION (2) EXISTING AT&T SBNHH-1D65C ANTENNAS TO REMAIN, (1) PER SECTOR IN POSITION 3, (ALPHA & GAMMA SECTORS) F.0 OSS SgNN �P c, P.\ P���NNP 6C` ;_C RR L le(e • ,bo (1) EXISTING AT&T 3JR52702AMA ANTENNA TO BE REMOVED IN POSITION 1. (BETA SECTOR) (3) EXISTING RRH2X40W-07L TO REMAIN, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) z Z U Z U Z W N 0 W N d N cz 0 w z N Z Z U w H Z z Q U Q N M o_Q I =at Z Q m= cna o s z N W 1 W 1 RECEIVED VW OF TUKWILA MAY 07 2010 PE•RilligY CENTER (3) EXISTING AT&T RRH4x25-WCS-4R TO REMAIN, (1) PER SETCOR IN POSITION 3, (TYP. OF 3 SECTORS) (6) EXISTING AT&T DIPLEXER TO BE REMOVED. (2) PER SETCOR IN POSITION 4. (TYP. OF 3 SECTORS) (2) EXISTING AT&T SQUID TO REMAIN (2) EXISTING AT&T 3JR52703MM ANTENNAS TO BE REMOVED, (1) PER SECTOR IN POSITION 1. (ALPHA & GAMMA SECTORS) d D NORTH EXISTING ANTENNA PLAN & EQUIPMENT SCHEDULE 06'l' 2' SCALE: 1/2' = 1'-0' (24x36) (OR) 114' = 1'-0• (11x17) 1 rr:11`lifte°1° 66eK at&t 1111 W CAPITOL INE Rt1 1070 UITIE ROCK, AR 72201-3005 rUN rre w u m: •:IasTec Network Solutions 4300 STOCKTON ORI& NORM UTIE ROCK. AR 72117 501-260-7633 • . EXPIRATOX4 6/90018 04/11.1g1 1 HEREEW CERTIFY THAT MESE RRG METE PREPARED Br AE OR UNDER IW MT 9JFERITSICN AND 1118 /61 A DULY REGISTERED DOER tI IS LMS OF DE 4. STATE OF WOSFR(GTOM • REVISIONS REV. DATE DESCRIPTION INNS A 03/17/18 90% WS GJJ 0 04/19/18 FOR CONSTR)CUON VSA Lti 05/02/18 CLENT COMMIS GJJ NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. SC78 HWY 99 & HWY 599 10668 E. 1.46RGIWL WAY S TUKWILA, WA 98168 KING COUNTY SHEET TITLE EXISTING ANTENNA PLAN & EQUIPMENT SCHEDULE SHEET NUMBER A-5 PROPOSED RF EQUIPMENT SCHEDULE SECTOR POSMON FREQUENCY BAND ANTENNA MAKE /MODEL RAD CENTER AZIMUTH E. TILT M.TILT RADIO/TMA/DIPLEXER (QTY.) SURGE PROTECTION (QTY.)LENGTH CABLES (QTY.) CABLE 108•_0• Al LTE 1900/700/AWS (1) COMMSCOPE SBNHH-1065C (P) 8O'-0' 160' 7/7/4. 2' (1) RRH2x40W-07L (E) (1) 825 RRH4X30-4R (P) (2) SQUID (E) (2) 7/8' COW( (1) I.12' HYBRID A2 UMTS 1900/850 (1) KATHREIN 80010986 (P) 80'-0' 180' 6/17 0 (1) 866A RRH4X45 (P) (1) RRH 4T4R B12/14 (P) - - - A3 LTE WCS/850 (1) COMMSCOPE SBNI11I-1D65C (E) 80'-0' 180' 11411' 7 (1) RRH2x60-850 (E) (ON GROUND) (1) RRH4x25-WCS-4R (E) _ (2) 7/8' COAX (2) 0.76' 8 AWG 6 108•_0• M UMTS 1900/050 (1) KATHREIN 742-264 (E) 80'-0' 180' 6/17 0' (2) LGP 21401 (E) - (2) 7/8' COAX 108'-0' 61 LTE 1900/700/AWS (1) COMMSCOPE SBNHH-10658 (P) 80'-0' 280' 7/7/7 7 (1) RRH2x40W-071. (E) (1) 825 RRH4X30-4R (P) (1) SQUID (P) (2) 7/8' COAX (1) 1.12' HYBRID 108•_0• 62 UMTS 1900/850 (1) KATHREIN 80010965 (P) 80'-0' 260' 014 0' (1) B66A RRH4X45 (P) (1) RRH 4T4R 812/14 (P) - - - 83 LTE WCS/850 (1) COMMSCOPE SBNHH-10658 (E) 00'-0' 260'27377 7 (1) RRH2x60-850 (E) (ON GROUND) (1) RRM4x25-WCS-4R (E) - (2) 7/8' COAX (1) 0.76' 8 AWG 6 (1) 0.76'8AWG 6 108'-0' 84 UMTS 1900/850 (1) KATHREIN 742-264 (E) 80'-0' 260' 0'/4' 0' (2) LGP 21401 (E) - (2) 7/8' COAX 108•-0' C1 LTE 1900/700/AWS (1) COMMSCOPE SBNHH-1065C (P) 80'-0' 60' 7/7/S Q' 0) RRH2x40W-07L (E) (1) 625 RRH4X30-4R (P) - (2) 7/8' COAX (1) 1.12' HYBRID 108,-0" C2 UMTS 1900/850 (1) KATHRDN 80010966 (P) 80'-0' 60' 014' 0r (1) 886A RRH4X45 (P) (1) RRH 4T4R 812/14 (P) - - - C3 LTE WCS/850 (1) COMMSCOPE SBNHH-1D6SC (E) 80'-0' 60' 0'/Y/0' 0' (1) RRH2x60-850 (E) (ON GROUND) (1) RRH4x28-WC&=4R (E) - (2) 7/8" COAX (1)0.76' 8 AWG 6 (10.7"8AWG 6 108'-0' C4 UMTS 1900/850 (1) KATHREIN 742-264 (E) 8O'-0' 60' 0'/4' 0' (2) LGP 21401 (E) - (2) 7/8" COAX 108'-0' (P) PROPOSED EQUIPMENT (E) = EXISTING EQUIPMENT (XR)= EXISTING EQUIPMENT RELOCATED (6) EXISTING AT&T LGP 21401 TMA'S, (2) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) EXISTING AT&T 742-264 ANTENNAS, (1) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) (3) (1) EXISTING AT&T SBNHH-1D65B ANTENNA TO REMAIN IN POSITION 3, (BETA SECTOR) EXISTING AT&T PLATFORM MOUNT EXISTING 121'-0" MONOPOLE 742-264 NTENOR NNA EXISNIN(TY?. 1 PER SEC AZ. =260' - (g4) EXISNINSBNHAU 10658 ANTENNA BETA SECNOR AZ. (1) PROPOSED AT&TG SQUID -SEE DETAIL 7/A-4 PROPOSED 8001 BETA SECTOR AZ = 260 (B2) =260. - (83) 0965 o((ENNA (1) PROPOSED AT&T 80010965 ANTENNA IN POSITION 2, (BETA SECTOR) - SEE DETAIL 1/A-4 (3) PROPOSED AT&T B66A RRH4X45, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) - SEE DETAIL 5/A-4 PROPOSED SBNHN-1D658nANTENNA BET SECTOR .26 (2) PROPOSED AT&T SBNHH-1D65C ANTENNAS, (1) PER SECTOR IN POSITION 1, (ALPHA & GAMMA SECTORS) -SEE DETAIL 1/A-4 J i (3) PROPOSED AT&T RRH 4T4R B12/14, (1) PER SECTOR IN POSITION 2, (TYP. OF 3 SECTORS) - SEE DETAIL 2/A-4 (2) PROPOSED AT&T 80010966 ANTENNAS (1) PER SECTOR IN POSITION 2, (ALPHA & GAMMA SECTORS) - SEE DETAIL 6/A-4 (2) EXISTING AT&T SBNHH-1D65C (1) PER SECTOR IN POSITION 3, (ALPHA & GAMMA SECTORS) P���NNP SeN� �P 45'�S�G 44 GSA (1) PROPOSED AT&T SBNHH-10656 ANTENNA IN POSITION 1, (BETA SECTOR) -SEE DETAIL 1/A-4.1 (3) PROPOSED AT&T B25 RRH4X30-4R, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) - SEE DETAIL 5/A-4 (3) EXISTING RRH2X40W-07L, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) Z Z Li O I H- Z Q N U Q co 0 =at co _a U, Z Q cn1- w ( ANT REVIEIfi D FOR CODE COMPLIANCE APPROVED (3) EXISTING AT&T RRH4x25-WCS-4R, (1) PER SETCOR IN POSITION 3, (TYP. OF 3 SECTORS) (2) EXISTING AT&T SQUID JUL 032018 City of Tukwila BUILDING DIVISION RECEIVED C TY OF TUKWILA nRdILA MAY 07 2018 L LRT CENTER a NORTH PROPOSED ANTENNA PLAN & EQUIPMENT SCHEDULE 0 6' 1' 2' SCALE: 1/2' • 1'-0' (24x36) (OR) 1/4' • l'-0" (11x17) 1 CAS .00 tee at&t 1111 W CAPITOL NE RM 1070 LRTLE ROCK AR 72201-3005 PLANS PREPARED Sri • • •:VIasTec Network Solutions 4300 aoawx amr. NORTH unE roar PR rnn Network Solutions STOCKION DRIVE, URIE ROCK, 72117 em-ao-xn 501-260-7633 EXPIRAT10 &9"1018 04/19918 DA PREMED BY IE OR UNDER W PM A DULY REGISTERED EWER UNDER THE UMTS OF 1TE • S00E OF *SFNOWN. • REVISIONS REV. DATE DESCRIPTION MAULS A 03/17/18 90% CD'S GM 0 04/19/18 FOR CONSTRUCTION VSA m 05/02/18 CLIENT O &S 'TTS GJJ NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET . THE INFORMATION CONTAINED IN THESE DOCUMENTS 15 PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. SC78 HWY 99 & HWY 599 10868 E. WRGNAL WAY S TUKWILA. WA 98168 KING COUNTY SHEET 'ME PROPOSED ANTENNA PLAN & EQUIPMENT SCHEDULE SHEET NUMBER A-6 = -- 1N " . -� �, A Ii): 'y -� L- ► i 0 ti I .4,4 4 1-"k„ /\` i. XI \ 0 -4 - ►,. '; 10 - " ' _. \ 0' - `�\ \ - \ \ '' YA \ '\ � �1111 #6 AWG ANTENNA MOUNT GROUND TO SECTOR GROUND BAR (TYP.) -SEE DETAILS ON SHEET G-2 _ a NORTH SYMBOL DESCRIPTION GENERAL NOTES; ROUND ROD NOTES; met ' �, atsit W CAPITOL ANE RM 1070 WILE ROCK, AR �1- ® COPPER GROUND ROD • CADWELD EXOTHERMIC WELD Q TEST WELL 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL 1. ELECTRICAL CONTRACTOR SHALL ORDER INSTALLATION AND CONSTRUCTION MAY VERY DUE TO GROUND RESISTENCE TESTING ONCE THE SITE SPECIFIC CONDRIONS. GROUND SYSTEM HAS BEEN INSTALLED; A 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, QUT F1ENEDAL INDIVIDUAL,UTIUZING THE FALL PERFORM THEOF AND OTHER MEfAWC COMPONENTS USING GROUND1111 WIRES AND CONNECT TO SURFACE MOUNTED BUS TEST. THE REPORT WILL SHOW LOCATION OF BARS. FOLLOW ANTENNA AND BTS MANUFACTURER'S THE TEST AND CONTAIN NO LESS THEN 9• PRACTICES FOR GROUNDING REQUIREMENTS. GROUND TEST POINTS ALONG THE TESTING UNE, COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER GRAPHED OUT TO SHOW THE PLATE. OR POLE USING MANUFACTURERS PRACTICES. 2. POINT GROUND TEST OR 3 POINT 62% TESTS 3. ALL GROUNDS CONNECTIONS SHALL BE CADWELD. ALL WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTION GROUND TEST. TEST PLANS . ■� PREP Network NORTH BY: • a s T e c Solutions 4300 STOCK ON DRIVE, UTILE ROCK, AR 72117 501-260-7633 mini GROUND BAR ---- GROUND WIRE — — #2 AWG GROUND RING __ FlELD VERIFY & TIE INTO -♦ EXISTING GROUNDING SYSTEM WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE SHALL R PERFORMED WHILE THE GROUND. COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATION CONTRACTOR TO VERIFY AND TEST GROUND SOURCE. FACILITY. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY WIRELESS REPRESENTATIVE. 5. REFER TO DMSION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED WIRELESS REPRESENTATIVE. PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RINGS. 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFlCULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDMONS.EXP1 8. USE PANT SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN NSTD 119,33 & 36. • ' .0PS,L MOy.q, Cie o4 WASH1 . 4‘' c� r_¢ 0 In Z jy .o R 41 (SIFc�� �- �t c A ':• RATIOtt 04 '� 1e 19 18 1 DEE RE PI AYE OAR UNDER D f SUPERMSON AND TWIT I AM A DULY CADWELD (TYP.) SEE DETAIL 1 ON SHEET G-2 SECTOR GROUND BAR LOCATED EACH > SECTOR REGISTERS) WINER Lia DE LMMS OF TATE SDOE OF VIODIGTON' REVISIONS REV GATE DESCRIPTION A 03/17/18 90% CD'S GM 0 04/19/18T�R VSA ®06/02/18 CL7DJT mimeos au`�� ! �7A15./=• / A:, X1 X1/111111 111111/11/ 111I,,II,IIJA' '' I+111 11 �}�T T 'Ili 1 e • %' M 1!1 ' i, r / �r #6 AWG ANTENNA MOUNT GROUND TO ,' / ¢ -, SECTOR GROUND BAR (TYP.) SEE •PROHIBITED. DETAILS ON SHEET G-2 •,. ai J x ' g a 1 :.. INll:«1 1 1 '11 C,es �'1' SEE DETAIL 3 ON SHEET G-2 (FIELD VERIFY LOCATION) „- ,� A'�h , � 'llll�'l/ � w. r e4;•✓%�: \ 1 I , T ; �•'' EXISTING MAIN ANTENNA GROUND BUSS 1 BAR (FIELD VERIFY LOCATION) 1 ` 11 a1•� . 1' < ` ' N RECER 'E + NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET THE INFORMATION CONTAINED IN THESE DOCUMENTS 1S PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS 15 SC78 HWY 99 & HWY 599 10868 E MARGINAL WAY S TUKWILA,WA 98168 KINGCOUNTY ma �'o It'' )' I SAY 07 SHEET TITLE GROUNDING SCHEMATIC PLAN ' ;:_ 2018 R ' ll ,',L1:SII _ �_, ti� a � :��� CE T . = SEPA Te '. EXISTING GROUND LEADS AT BASE OF �� p� TOWER CONTINUING TO GROUND RING = P - trT AND «I A (FIELD VERIFY) If��61. APPROVAL. AiPPROVf . :~y'" a REQUIRE) NORTH SHEET NUMBER G-1 SCHEMATIC GROUNDING PLAN 0 1.5 3' S SCALE: 3/16' = 1'-0- (24x36) 2 SCHEMATIC GROUNDING PLAN 0 6' 1' Y SCALE: 1/Y = 1'-0' (24x36) 1 ® (OR) 3132'=,-0 („x„) ® (OR) 1/4 =,-0 (11x17) INSPECTION WINDOW REQUIRED FOR ALL BUTT CONDUCTOR a A f ii..S,s�-"l 1�f°. y t,i �"" � V r�i�C �u nt C1AY U 7 2JJ 18 ��yy�g��❑❑4q pp�� FF�� �L:�Wli11IJ� ��1\l�l�.� CORRIElt /at&t 1111 1 WOOL IME RIC 1070 LIII1E W' AR 77101- NOTE: GROUND LEAD INSIDE RUBBER GROMMET TO BE ATTACHED WITH X-CROSS ZIP TIES TO BRACKET. DO NOT USE SNAP-IN HANGERS AROUND GROUNDS. RAMS PREMED SECTOR INTERIOR TWO-HOLE CONNECTORS INSULATION UP AGAINST TOOTHED THE CONNECTOR BARREL BY •:1I a sTe c Network Solutions STOCICTON PINE, NORIHHUUIRE ROCK, IR 72117 501-260-7633• ANTENNA EXTERNAL 3/8"0x11/2" APPROVED EQUALL S/S NUT 1" MIN S/S LOCK WASHER IMMI ME S/S FLAT WASHER ANTENNA PIPE MOUNT \ T %T % r. __,.��� LABEL MOH L.1 APPLY NO-OX � J i --� 1/4" MIN Ap,,� �PsL �4 0v WAsyt As �� p; w v z 14 �o ' GtSF ' A TIOtt Exq 04/19/18 6,9/20113 TOP JUMPER 1MM1 CABLE (TYP.) S/S FLAT WASHERjt13 S/S BOLT (1 OF 2) GROUND BAR TINNED COPPER GROUNDING BAR COLD SHRINK — OR APPROVED EQUAL• "DO NOT DISCONNECT" TAG ON ALL GROUNDING BAR INTERCONNECTS AND EQUALIZERS DAM: - (' \\ — - 1 HEREBY EERRFY THAT THESE RAMS RSPNR BY 1E R1 Er N SION l 4 1 NA A I11( L CF 'DE Itk*IERED R WEER STATE OF IIMINGTON" EXTERIOR TWO HOLE LUG DETAIL SCALE 4 NOT SCALE 2 RRUS UNIT N.T.S. USED N.T.S. -0 1 ' CABLES 4 OR #6 AWG STRANDED CU CONDUCTOR WITH GREEN, 600V, THWN-2 INSULATION = deor (/i^! `-- �\�, N" ` REVISIONS • DATE S A 03/17/18 90% CD'S GJJ J JUMPER 0 04/19/18 FOR CONSTRUCTION VSA SECTOR GROUND BAR (Thr GROUND BAR (VERIFY EXACT LOCATION IN FIELD) . \ 1 + 1 r. V �( + f 1 ' �� i C,;, t�� �L , .. \ � � - II 1 Lam: - — �_ ® `/ ® �/ — 0 U .,� 1/16"r6-.I., -} ®06/02/18 CLIENT OOMAET11S GJJ $ " I 1 RAYCAP DC6-48-60-18-8F UNIT TYPE SS TYPE PT •' TYPE GL \ �� ��` \: TA \�'`: TYPE VN \\ \ �� • TYPE Nti COLLECTION GROUND BAR FIBER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET THE THESE INFORMATION BY ADWUMEMS PROPPoETA" CAUSING NTO�BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGSTYPE OF MASTEWITHOUT NETWORK THE OLUTIONS PROHIBITED. GROUND TO EQUIPMENT OWER GROUND BAR DC CONDUCTOR EQUIPMENT CABINET/RACK ii TYPE ciwie•14-. W TYPE VS 4111110 �� I III TYPE V@ HWY 99 & HWY 599 S&EXISTING E MARGINAL WAY S TUKWILA, WA 98168 KING COUNTY 1O �WITH2 (2) TWO EXOTHERMIC TO BE USED AWG SOLID BARE TINNED10668 COPPER GROUND CONDUCTOR, EXOTHERMIC WELD TO BURIED GROUND RING AND GROUND BAR PVC NONMETALLIC CONDUIT 40 TYPE (NMC) CONDUIT WITH l INCHES OF ONDUITWITHIN TEND O I 1 GROUND BAR f- f EXISTING GROUND f BAR Q ALARM PANEL SHEET TITLE' GROUNDING DETAILS ; ICOLLECT _ IOBAR TYPE ," � ll r�lti�p ` 11/0 Er. ' "40 VA I GT TYPE G'MMU RED ' ��`��� `1/1 GROUND EQUIPMENT GROUND BAR - ---- ---\ - SHEET NUMBER G-2 SCALE 5 GROUND BAR DETAIL SCALE 3 SCALE 1 N.T.S. CADWELD DETAILS N.T.S. CABLE GROUNDING N.T.S. 11 r' PERMIT COORD COP (i PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0144 DATE: 05/07/18 PROJECT NAME: AT&T SITE ADDRESS: 11030 E MARGINAL WAY S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit issued DEPARTMENTS: Awc, L11 -(o Building Division gi 5 S 9 Public Works A-11 "/A- L)3 Planning Division Fire Prevention 111 Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 05/08/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 06/05/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 MASTEC NETWORK SOLUTIONF `NC O Washington State Department of Labor & Industries l-Jorne Espanol Contact Safety & Health Claims & Insurance Search L&I Page 1 of 2 A -Z Index Help My I &I Workplace Rights Trades & Licensing MASTEC NETWORK SOLUTIONS INC Owner or tradesperson Principals APPLE, ROBERT ERNEST, PRESIDENT DE CARDENAS, ALBERTO IGNACIO, VICE PRESIDENT Pita, George Louis, TREASURER CORPORATE CREATIONS NETWORK, AGENT CAMPBELL, CHARLES ROBERT, VICE PRESIDENT (End: 05/14/2015) Doing business as MASTEC NETWORK SOLUTIONS INC WA UBI No. 603 235 974 806 S Douglas Rd, 11th Floor Attn: Amarilis Cedeno CORAL GABLES, FL 33134 866-545-1782 Business type Corporation Governing persons ROBERT APPLE ALBERTO DE CARDENAS; GEORGE PITA; GEORGE L PITA; 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. MASTENS876KN Effective — expiration 05/14/2013— 05/14/2019 Bond Travelers Cas and Surety Co of America Bond account no. 105848234 $12,000.00 Received by L&I Effective date 05/14/2013 04/26/2013 Expiration date Until Canceled Insurance ..................... Ace American Insurance Company $2,750,000.00 Help us improve https://secure.lni.wa.govlverify/Detail.aspx?UBI=603235974&LIC=MASTENS876KN&SAW= 7/9/2018 MASTEC NETWORK SOLUTIONS INC Policy no. XSLG2787017a Received by L&I Effective date 09/01/2017 09/15/2017 Expiration date 09/15/2018 / Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&l tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 011,664-04 Doing business as MASTEC NETWORK SOLUTIONS INC Estimated workers reported N/A L&I account contact TO / JULIE SUR (360)902-4715 - Email: SURJ235@Ini.wa.gov Account is closed. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 05/30/2017 Inspection no 317945101 Location 22263 68th Ave S Kent, WA 98032-1914 Inspection results date 04/27/2016 Inspection no. 317940066 Location 18315 9th St E. Sumner, WA 98390 No violations No violations Page 2 of 2 '? Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS876KN&SAW= 7/9/2018