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Permit D16-0290 - VERIZON SEA RIVERTON - ANTENNAS AND CABLE
VERIZON SEA RIVERTON 13130 44T" AVE S D16-0290 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 7349200340 Permit Number: 13130 44TH AVE S Issue Date: Permit Expires On: Project Name: VERIZON SEA RIVERTON D16-0290 6/22/2017 12/19/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: HENDERSON STUART 20017 SE 416TH ST, ENUMCLAW, WA, 98022 RICK CARDOZA 14201 NE 200TH ST, #100, WOODINVILLE, WA, 98072 PRESCO TELECOMMUNICATIONS 14831 NE 324TH ST, AUBURN, WA, 98092 PRESCTI073BN VERIZON 13130 44TH AVE S , TUKWILA, WA, 98188 Phone: (253) 218-9017 Phone: (253) 833-8088 Expiration Date: DESCRIPTION OF WORK: REPLACE 6 ANTENNAS, ADD 6 RRU'S, 9 A2S, 1 OVP, AND 1 HYBRID CABLE ON EXISTING MOUNTS (CABLE INSIDE POLE) AND ON EXISTING MONOPOLE, PER APPROVED TYPE 1 WCF WITH NO GROUND DISTURBANCE. PROJECT IS AN ELIGIBLE FACILITY PER 6409 A. Project Valuation: $23,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $941.56 Occupancy per IBC: Water District: 125,TUKWILA Sewer District: TUKWILA 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: 2014 2014 2014 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 Permit Center Authorized Signature: A !l.(�/I� 0 Date: (e i.g1 I hearby certify that I have read and examined this permit and know 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 develop ent 0: mit and agree to the conditions attached to this permit. Signature: Print Name: *// Date:A_7 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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** 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. D —0/410 Project No. Date Application Accepted: Date Application Expires: (For office se only) 102 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 King Co Assessor's Tax No.: 7349200345 Site Address: 13130 44th Avenue South Suite Number: Tenant Name: Verizon SEA Riverton New Tenant: PROPERTY OWNER Name: Seattle SMSA Limited Partnership dba Verizoi Address: 3245 158th Ave. SE, MS231 City: Bellevue State: WA Zip: 98008 CONTACT PERSON — person receiving all project communication Name: Rick Cardoza for Verizon CIO LDC, Inc. Address: 14201 NE 200th Street, # 100 City: Woodinville State: WA Zip: 98072 Phone: (253) 218-9017 Fax: Email: rcardoza@ldccorp.com GENERAL CONTRACTOR INFORMATION Company Name: to be determined Address: Address 6,' P k ($ ` /Po Architect Name: Richard B. Hall, AIA Phone: r I- / �j O1/ 7-- ( City: State: City: Woodinville State: WA Zip: Phone: Fax: Email: rhall@ldccorp.com Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications'ermit Application Revised - 8-9-11.docx Revised: August 2011 bh Floor: ❑ Yes ..No ARCHITECT OF RECORD Company Name: American Tower Co. /1 Company Name: LDC, Inc. Address 6,' P k ($ ` /Po Architect Name: Richard B. Hall, AIA Phone: r I- / �j O1/ 7-- ( Address: 14201 NE 200th Street, # 100 atoez, l 8 City: Woodinville State: WA Zip: 98072 Phone: (424) 806-1869 Fax: State: Zip: Email: rhall@ldccorp.com ENGINEER OF RECORD Company Name: American Tower Co. /1 Engineer Name: pr 4/1 1<_ Lo D r 'S. Address 6,' P k ($ ` /Po City: State: (V y Zip:251 Phone: r I- / �j O1/ 7-- ( Ema�h= ilit (.t —*a. 5'f-'4 LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 1 .27.095) Name: N/A f7i /Otc-(/5 Address: / „ J (�i1/! y atoez, l 8 -' City: State: Zip: Page 1 of 4 'BUILDING PERMIT INFORMATION -206-431-3670 Valuation of Project (contractor's bid price): $ 23,000 Describe the scope of work (please provide detailed information): Replace 6 antennas; add 6 RRUs, 9 A2s, 1 OVP, and 1 hybrid cable on existing mounts (cable inside pole) and on existing monopole, per approved Type 1 WCF with no ground disturbance. Project is an eligible facility per 6409 a. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes ❑.. 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): 9,583 Floor area of principal dwelling: 0 Floor area of accessory dwelling: 0 *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 0 Will there be a change in use? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 171 None ❑ Other (specify) all work on tows Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes J No If `yes', attach list of materials and storage locations on a separate 8-1/2"x II "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\Fornss-Applications On Line \2011 Applications\permit Application Revised - 8.9.1 I.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 1' Floor 2nd 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): 9,583 Floor area of principal dwelling: 0 Floor area of accessory dwelling: 0 *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 0 Will there be a change in use? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 171 None ❑ Other (specify) all work on tows Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes J No If `yes', attach list of materials and storage locations on a separate 8-1/2"x II "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\Fornss-Applications On Line \2011 Applications\permit Application Revised - 8.9.1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): All work on private land - on Verizon monopole with no ground disturbance. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District 4 125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila O ...Sewer Use Certificate O .. Highline ❑...Valley View 0 .. Renton 0... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: O 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") ❑ ...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 0 .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...]Told Harmless — (SAO) ❑ ...Hold Harmless — (ROW) O .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut 0 .. Channelization 0 ...Frontage Improvements ❑ .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffiic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ,- WO 4 ❑ ...Temporary Water Meter Size.. .- WO 4 ❑ ...Water Only Meter Size -- WO 4 ❑ ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...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:\Applications\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 1 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 01;'jy' ' r HORIZED AGENT: Signature: Print Name: Rick Cardoza Mailing Address: 14201 NE 200th Street, # 100 H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1I.docx Revised: August 2011 bh Date: 10/13/2016 Day Telephone: (253) 218-9017 Woodinville WA 98072 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $589.84 D16-0290 Address: 13130 44TH AVE S Apn: 7349200340 $589.84 Credit Card Fee $17.18 Credit Card Fee 1 R000.369.908.00.00 0.00 $17.18 DEVELOPMENT $545.60 PERMIT FEE R000.322.100.00.00 0.00 $541.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $27.06 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11787 R000.322.900.04.00 0.00 $27.06 $589.84 Date Paid: Thursday, June 22, 2017 Paid By: PRESCO COMMUNICATIONS Pay Method: CREDIT CARD 07466G Printed: Thursday, June 22, 2017 12:37 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila Receipt Number R9713 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $351.72 D16-0290 Address: 13130 44TH AVE S Apn: 7349200340 $351.72 DEVELOPMENT $351.72 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9713 R000.345.830.00.00 0.00 $351.72 $351.72 Date Paid: Friday, October 21, 2016 Paid By: LAND DEVELOPMENT CONSULTANTS Pay Method: CHECK 15519 Printed: Friday, October 21, 2016 3:49 PM 1 of 1 CATAIWYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1)6 -ozeio Pro ect: / V -:/ 1 zed aVa- 4Af Type of Inspection: 60) bb f6 r J4L Address: Date Called: Special Instructions: Date Wanted: /9 117 C. Requester: Phone No: Z Approved per applicable codes. ll Corrections required prior to approval. COMMENTS: Inspector: Y -X Date: 770 7 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. FILE AMERICAN TOWER CORPORATION This report was prepared for American Tower Corporation by ECLSGroup Structure ATC Site Name ATC Site Number Engineering Number Proposed Carrier Carrier Site Name Carrier Site Number Site Location County Date Max Usage Result Prepared By: Tyler M. Barker CLS Structural Analysis Report : 120 ft Monopole : Riverton, WA : 83050 : OAA686726_C3_01 : Verizon : SEA Riverton : N/A : 13134 44TH AVE S Seattle, WA 98168-3224 47.486211,-122.278456 King : October 13, 2016 : 62% : Pass Reviewed By: ,REVIEWED FOR DE COMPLIANCE APPROVED NOV 0 9 2016 City of Tukwila .tJ11.OIUG DIVISION RECEIVED CITY OF TUKWILA OCT 21 2016 PERMIT CENTER EXPIRES: 12102117 Oct 17 2016 1:33 PM Cen COA: 3408 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com A AMERICAN TOWER' CORPORATION Eng. Number OAA686726_C3_01 October 13, 2016 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 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com AMERICAN TOWER' CORPORATION Eng. Number OAA686726_C3_01 October 13, 2016 Page 1 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 120 ft monopole to reflect the change in loading by Verizon. Supporting Documents Tower Drawings Alpha Tower Design Job #910088, dated November 25, 1991 Foundation Drawing Alpha Tower Design Job #910088, dated November 25, 1991 Geotechnical Report Rittenhoue-Zeman Job #W7687, dated July 8,1991 Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second -order effects per ANSI/TIA-222. Basic Wind Speed: 85 mph (3 -Second Gust, Vasd) / 110 mph (3 -Second Gust, Vult) Basic Wind Speed w/ Ice: 30 mph (3 -Second Gust) w/ 1/411 radial ice concurrent Code: ANSI/TIA-222-G / 2015 IBC Structure Class: 11 Exposure Category: B Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss = 1.50, 51= 0.56 Site Class: D - Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com A AMERICAN TOWER° CORPORATION Existing and Reserved Equipment Eng. Number OAA686726_C3_01 October 13, 2016 Page 2 Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 120.0 120.0 6 ClearComm CCDP-565-1W Platform w/ Handrails (12)15/8" Coax (1)1.1" Hybrid Verizon 3 Commscope E15R05P19 1 GPS 1 Raycap RxxDC-3315-PF-48 3 Antel BXA-80090/8CF 105.0 105.0 1 Trimble Acutime 2000 Side Arms (13) 5/16" Coax (2) 1/2" Coax Clearwire 4 Huawei RRU3702 4 Kathrein 840 10054 2 Andrew PX2F-52 57.0 57.0 4 Decibel DB844H65E-XY T -Arm (5)15/8" Coax Sprint Nextel 31.0 31.0 8 Decibel DB844G45ZAXY T -Arms (10) 1 5/8" Coax Equipment to be Removed Elevation' (ft) QtyAntenna Antenna Mount Type Lines Carrier Mount RAD 120.0 120.0 3 Antel BXA-70063/8CF - - Verizon 5 Antel WBX065T20x050 1 Antel BXA-185063/8CF _ 6 Ericsson RRU11 Proposed Equipment Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 120.0 120.0 1 Raycap RCMDC-3315-PF-48 Platform w/ Handrails (1) 1.53" Hybrid Verizon 3 Ericsson RRUS 11 w/ RRUS A2 3 Ericsson RRUS 12 w/ RRUS A2 B2 3 Ericsson RRUS 12 w/ RRUS A2 B4 3 Antel CWWX063X19G00 6 Antel OCT458KBU105L 1Wlount 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. ATC Tower Services LIC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com A AMERICAN TOWER` CORPORATION Structure Usages Eng. Number OAA686726_C3_01 October 13, 2016 Page 3 Structural Component Controlling Usage Pass/Fail Anchor Bolts 58% Pass Shaft 62% Pass Base Plate 45% Pass Foundations Reaction Component Original Design Reactions Factored Design Reactions* Analysis Reactions o / of Design Moment (Kips -Ft) 1,222.0 1,649.7 1,060.0 64% Shear (Kips) 17.5 23.6 12.9 55% * 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) (,) 120.0 Raycap RCMDC-3315-PF-48 Verizon 2.021 1.799 Ericsson RRUS 11 w/ RRUS A2 Ericsson RRUS 12 w/ RRUS A2 B4 Ericsson RRUS 12 w/ RRUS A2 B2 Antel CWWX063X19G00 Antel OCT458KBU105L 105.0 Andrew PX2F-52 Clearwire 1.559 1.702 *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3 -Second Gust) per ANSI/TIA-222-G ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com AMERICAN TOWER' C O R P O R A T I O N Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. 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 we supply. ATC Tower Services LIC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com t. 0 2007 - 2016 by ATC IP LLC. All rights reserved. 120i'-0" 105-0' 85-0" 57-0" 40,-0" 31'-0" 35-0" 1/4" Thick (65 KSI) 45-0" 9`32" Thidc (65 KSI) 120'-0" 4iJ'-0re 5116"Thick (65 KSI) Job Information Pole : 83050 Description : 120' Monopole Client : Verizon Wireless Location : Riverton, WA Shape : 12 Sides Height : 120.00 (ft) Base Elev (ft): 0.00 Taper: 0.18000@i n/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 Taper Grade Section (ft) Top Bottom (in) Type (in) (in/ft) (ksi) 1 40.000 29.10 36.30 0.313 0.000 0.180000 65 2 45.000 21.00 29.10 0.281 Butt Joint 0.000 0.180000 65 3 35.000 14.70 21.00 0.250 Butt Joint 0.000 0.180000 65 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Qty Description 120.000 120.000 3 Antel BXA-80090/8CF 120.000 120.000 1 Raycap RCMDC-3315-PF-48 120.000 120.000 1 Flat Platform w/ Handrails 120.000 120.000 6 Antel OCT458KBU 105L 120.000 120.000 3 Antel CWWX063X19G00 120.000 120.000 3 Ericsson RRUS 12 w/ RRUS A2 120.000 120.000 3 Ericsson RRUS 12 w/ RRUS A2 120.000 120.000 3 Ericsson RRUS 11 w/ RRUS A2 120.000 120.000 1 Raycap RxxDC-3315-PF-48 120.000 120.000 1 GPS 120.000 120.000 3 Commscope E15R05P19 120.000 120.000 6 ClearComm CCDP-565-1W 105.000 105.000 2 Andrew PX2F-52 105.000 105.000 4 Huawei RRU3702 105.000 105.000 1 Side Arms 105.000 105.000 4 Kathrein 840 10054 105.000 105.000 1 Trimble Acutime 2000 57.000 57.000 1 Round T -Arm 57.000 57.000 4 Decibel DB844H65E-XY 31.000 31.000 2 Round T -Arm 31.000 31.000 8 Decibel DB844G45ZAXY Linear Appurtenance Elev (ft) Exposed From To Description To Wind 5.000 5.000 5.000 5.000 5.000 5.000 5.000 31.000 57.000 105.0 105.0 120.0 120.0 120.0 1 5/8" Coax 1 5/8" Coax 1/2" Coax 5/16" Coax 1 5/8" Coax 1.1" (27.9mm) 1.53" Hybrid Yes Yes No No No No No Load Cases 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0Wi 1.2D + 1.0E ELFM 1.2D + 1.0E EMAM 0.9D + 1.0E ELFM 85.00 mph with No Ice 85.00 mph with No Ice (Reduced DL) 30.00 mph with 0.25 in Radial Ice Dead Load with Seismic Equivalent Lateral Dead Load with Seismic Equivalent Modal Dead Load with Seismic (Reduced DL) 355'-0" 114" Thick (65 KSI) 45-0" 9/32"Thick (651 KSI) 120'-0" ti 40'-0" 5116" Thick (6 5 KSO I0.9D + 1.0E EMAM Dead Load with Seismic (Reduced DL) 1.0D + 1.0W 60.00 mph Serviceability Reactions Load Case Moment Shear Axial (kip -ft) (kip) (kip) 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0Wi 1.2D + 1.0E ELFM 1.2D + 1.0E EMAM 0.9D + 1.0E ELFM 0.9D + 1.0E EMAM 1.0D + 1.0W 1060.03 1043.43 96.53 359.38 928.85 347.09 895.53 326.85 12.94 12.86 1.18 3.31 8.46 3.30 8.44 4.00 20.14 15.10 24.95 22.66 22.65 11.34 11.33 16.80 Dish Deflections Load Case Attach Deflection Rotation Elev (ft) (in) (deg) 1.0D + 1.0W 105.00 18.710 1.702 120.000 - 115.000 110.000 - 105.000 - 100.000 - 95.000 - 90.000 - 85.000 - 80.000 75.000 70.000 E 65.000 - c 60.000 - m 55.000 50.000 45.000 - 40.000 - 35.000 - 30.000 25.000 - 20.000 15.000 - 10.000 - 5.000 - 0.000 Load Case : 1.2D + 1.6W Max Ratio 61.54% at 0.0 ft 0.02 0.12 0.22 0.32 0.42 0.52 0.62 0.72 0.82 0.92 Interaction Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:27 PM Analysis Parameters Location: King County, WA Code: ANSI/TIA-222-G Height (ft): 120 Shape: 12 Sides Base Diameter (in): 36.30 Pole Type: Taper Top Diameter (in): 14.70 Pole Manfacturer: Valmont Taper (in/ft) : 0.180 Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 85 mph Exposure Category: B Design Wind Speed With Ice: 30 mph Topographic Category: 1 Operational Wind Speed: 60 mph Crest Height: 0.0 ft Design Ice Thickness: 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): 2.48 T L (sec): 6 p: 1.3 Cs: 0.151 S s: 1.497 S1: 0.561 C s Max: 0.151 Fa: 1.000 Fs, : 1.500 C s Min: 0.044 Sds: 0.998 Sdi : 0.561 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0Wi 1.2D + 1.0E ELFM 1.2D +.1.0E EMAM 0.9D + 1.0E ELFM 0.9D + 1.0E EMAM 1.0D + 1.0W Load Cases 85.00 mph with No Ice 85.00 mph with No Ice (Reduced DL) 30.00 mph with 0.25 in Radial Ice Dead Load with Seismic Equivalent Lateral Forces Method Dead Load with Seismic Equivalent Modal Analysis Method Dead Load with Seismic (Reduced DL) Equivalent Lateral Force Dead Load with Seismic (Reduced DL) Equivalent Modal Analysi 60.00 mph Serviceability Page: 1 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. 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Engineering Number:OAA686726_C3_01 10/13/2016 9:20:27 PM Shaft Section Properties Slip Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix Info (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (in 2) (in4) Bottom Top W/t D/t Dia Elev Area Ratio Ratio (in) (ft) (in2) Ix W/t D/t Taper (in 4) Ratio Ratio (in/ft) 1-12 40.000 0.3125 65 0.00 2-12 45.000 0.2813 65 Butt 0.00 3-12 35.000 0.2500 65 Butt 0.00 Shaft Weight 4,436 3,435 1,687 9,558 36.30 0.00 36.21 5986.1 29.10 40.00 26.10 2766.7 21.00 85.00 16.70 918.0 Discrete Appurtenance Properties Attach Elev (ft) Description 28.98 25.58 20.36 No Ice Weight EPAa Orientation Qty (Ib) (sf) Factor 116.16 103.47 84.00 29.10 40.00 21.00 85.00 14.70 120.00 28.97 3064.1 22.81 93.12 0.180000 18.76 1028.1 17.86 74.67 0.180000 11.63 310.0 13.61 58.80 0.180000 Ice Weight EPAa Orientation (Ib) (sf) Factor 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 105.00 105.00 105.00 105.00 105.00 57.00 57.00 31.00 31.00 Antel BXA-80090/8CF Antel CWWX063X19G00 Antel OCT458KBU105L ClearComm CCDP-565-1W Commscope E15R05P19 Ericsson RRUS 11 w/ RRUS Ericsson RRUS 12 w/ RRUS Ericsson RRUS 12 w/ RRUS Flat Platform w/ Handrails GPS Raycap RCMDC-3315-PF-48 Raycap RxxDC-3315-PF-48 Andrew PX2F-52 Huawei RRU3702 Kathrein 840 10054 Side Arms Trimble Acutime 2000 Decibel DB844H65E-XY Round T -Arm Decibel DB844G45ZAXY Round T -Arm Totals 3 3 6 6 3 3 3 3 1 1 1 1 2 4 4 1 1 4 1 8 2 23.00 36.00 75.00 7.00 22.00 72.00 71.50 71.50 2000.00 10.00 21.40 32.00 14.00 44.00 35.00 560.00 1.30 20.00 250.00 21.00 250.00 61 5346.70 Linear Appurtenance Properties Elev From (ft) 5.00 5.00 5.00 5.00 5.00 5.00 5.00 Elev To (ft) Qty Description Coax Diameter (in) 8.291 8.820 13.410 0.450 0.910 3.260 3.670 3.670 42.400 1.000 2.930 2.510 5.230 2.210 4.580 8.500 0.300 4.780 9.700 6.160 9.700 Coax Weight (lb/ft) 0.67 0.67 0.78 0.50 0.50 0.67 0.67 0.67 0.67 1.00 0.67 0.67 1.00 0.67 0.65 0.67 1.00 0.74 1.00 0.81 0.67 77.37 95.81 186.32 10.42 31.82 100.64 102.97 102.97 2,463.24 19.79 47.65 58.25 61.04 60.79 62.30 710.53 5.63 77.51 313.26 63.68 309.53 8.774 9.011 14.134 0.458 1.033 2.997 3.366 3.366 49.236 1.022 2.711 2.711 5.722 2.390 4.857 10.785 0.216 8.557 12.195 6.439 12.048 0.67 0.67 0.78 0.50 0.50 0.67 0.67 0.67 0.67 1.00 0.67 0.67 1.00 0.67 0.65 0.67 1.00 0.74 1.00 0.81 0.67 Distance Vert From Face Ecc (ft) (ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8,386.48 Number of Loadings : 21 Projected Width Flat (in) Exposed To Wind Carrier 120.00 120.00 120.00 105.00 105.00 57.00 31.00 12 1 5/8" Coax 1 1.1" (27.9mm) Hybrid 1 1.53" Hybrid 2 1/2" Coax 13 5/16" Coax 5 1 5/8" Coax 10 1 5/8" Coax 1.98 0.82 N 0.00 N 1.10 0.50 N 0.00 N 1.53 1.70 N 0.00 N 0.63 0.15 N 0.00 N 0.31 0.05 N 0.00 N 1.98 0.82 N 1.98 Y 1.98 0.82 N 1.98 Y Page: 2 . Verizon Verizon Verizon Clearwire Clearwire Sprint Nextel Sprint Nextel Site NPumber: 83050 Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Site Name: Riverton, WA Customer: Verizon Wireless Engineering Number:OAA686726_C3_01 10/13/2016 9:20:28 PM Segment Properties Seg Top Elev (ft) Description (Max Len : 5. ft) Thick . (in) Flat Dia (in) Area Ix (in2) (in4) W/t D/t F'y Ratio Ratio (ksi) S Z Weight (in3) (in3) (Ib) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 31.00 35.00 40.00 Top - Section 1 40.00 Bot - Section 2 45.00 50.00 55.00 57.00 60.00 65.00 70.00 75.00 80.00 85.00 Top - Section 2 85.00 Bot - Section 3 90.00 95.00 100.0 105.0 110.0 115.0 120.0 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 0.2813 0.2813 0.2813 0.2813 0.2813 0.2813 0.2813 0.2813 0.2813 0.2813 0.2813 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 36.300 35.400 34.500 33.600, 32.700 31.800 30.900 30.720 30.000 29.100 29.100 28.200 27.300 26.400 26.040 25.500 24.600 23.700 22.800 21.900 21.000 21.000 20.100 19.200 18.300 17.400 16.500 15.600 14.700 36.212 35.307 34.401 33.495 32.590 31.684 30.779 30.597 29.873 28.967 26.099 25.284 24.469 23.654 23.328 22.839 22.024 21.209 20.393 19.578 18.763 16.704 15.979 15.255 14.530 13.806 13.081 12.357 11.632 5,986.1 5,548.1 5,132.0 4,737.3 4,363.4 4,009.6 3,675.5 3,611.0 3,360.5 3,064.1 2,766.7 2,515.5 2,279.9 2,059.6 1,975.6 1,854.0 1,662.5 1,484.6 1,320.0 1,167.9 1,028.1 918.0 803.6 699.2 604.2 518.3 440.9 371.6 310.0 28.98 28.21 27.44 26.67 25.89 25.12 24.35 24.20 23.58 22.81 25.58 24.72 23.87 23.01 22.66 22.15 21.29 20.44 19.58 18.72 17.86 20.36 19.40 18.43 17.47 16.51 15.54 14.58 13.61 Page: 3 116.16 73.1 113.28 73.9 110.40 74.8 107.52 75.6 104.64 76.5 101.76 77.3 98.88 78.2 98.30 78.3 96.00 79.0 93.12 79.8 103.47 76.8 100.27 77.8 97.07 78.7 93.87 79.6 92.59 80.0 90.67 80.6 87.47 81.5 84.27 81.9 81.07 81.9 77.87 81.9 74.67 81.9 84.00 81.9 80.40 81.9 76.80 81.9 73.20 81.9 69.60 81.9 66.00 81.9 62.40 81.9 58.80 81.9 318.6 302.8 287.4 272.4 257.8 243.6 229.8 227.1 216.4 203.4 183.7 172.3 161.3 150.7 146.6 140.5 130.6 121.0 111.8 103.0 94.6 84.4 77.2 70.4 63.8 57.5 51.6 46.0 40.7 0.0 0.0 0.0 608.4 0.0 593.0 0.0 577.6 0.0 562.2 0.0 546.8 0.0 531.4 0.0 104.4 0.0 411.5 0.0 500.6 0.0 0.0 437.1 0.0 423.2 0.0 409.4 0.0 159.9 0.0 235.6 0.0 381.6 0.0 367.8 0.0 353.9 0.0 340.0 0.0 326.2 0.0 0.0 278.0 0.0 265.7 0.0 253.4 0.0 241.1 0.0 228.7 0.0 216.4 0.0 204.1 9,558.0 Site Number: 83050 Site Name: Customer: Riverton, WA Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. 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Engineering Number: OAA686726_C3_01 10/13/2016 9:20:28 PM Load Case: 1.2D + 1.6W Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.60 85.00 mph with No Ice 25 Iterations Wind Importance Factor :1.00 Shaft Segment Forces (Factored) Seg Top Elev qz (ft) Description Kzt Kz (psf) 0.00 1.00 0.7012.300 5.00 1.00 0.7012.300 10.00 1.00 0.7012.300 15.00 1.00 0.7012.300 20.00 1.00 0.7012.300 25.00 1.00 0.7012.300 30.00 1.00 0.7012.300 31.00 Appertunance(s) 1.00 0.7012.369 35.00 1.00 0.7212.650 40.00 Top - Section 1 1.00 0.74 13.121 45.00 1.00 0.77 13.598 50.00 1.00 0.7914.037 55.00 1.00 0.8214.445 57.00 Appertunance(s) 1.00 0.8314.713 60.00 1.00 0.8414.898 65.00 1.00 0.8615.182 70.00 1.00 0.8815.520 75.00 1.00 0.9015.840 80.00 1.00 0.91 16.145 85.00 Top - Section 2 1.00 0.93 16.436 90.00 1.00 0.95 16.714 95.00 1.00 0.9616.982 100.0 1.00 0.9817.239 105.0 Appertunance(s) 1.00 0.9917.487 110.0 1.00 1.0017.727 115.0 1.00 1.02 17.959 120.0 Appertunance(s) 1.00 1.03 18.183 * = Cf Adjusted By Linear Load Ra Effect Ice Wind qzGh C Thick Tributary Ap EPAs Force X (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (Ib) Dead Tot Dead Load Ice. Load (Ib) (Ib) 13.53 222.71 13.53 219.95 13.53 214.43 13.53 208.91 13.53 203.38 13.53 197.86 13.53 192.34 13.60 189.55 13.91 188.90 14.43 187.25 14.95 184.82 15.44 181.88 15.88 178.52 16.18 175.94 16.38 174.00 16.70 170.75 17.07 166.43 17.42 161.88 17.75 157.10 18.07 152.12 18.38 146.97 18.68 141.66 18.96 136.19 19.23 130.58 19.50 124.84 19.75 118.98 20.00 113.01 1.000 1.000 1.028 1.037 1.046 1.056 1.066 1.072 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Totals: Page: 4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.000 5.00 15.464 5.00 15.076 5.00 14.688 5.00 14.300 5.00 13.911 5.00 13.523 1.00 2.658 4.00 10.477 5.00 12.747 5.00 12.359 5.00 11.970 5.00 11.582 2.00 4.524 3.00 6.670 5.00 10.806 5.00 10.417 5.00 10.029 5.00 9.641 5.00 9.253 5.00 8.865 5.00 8.476 5.00 8.088 5.00 7.700 5.00 7.312 5.00 6.923 5.00 6.535 120.00 0.00 167.4 15.46 335.2 15.50 332.7 15.23 326.8 14.96 320.9 14.69 315.0 14.42 187.1 2.85 147.7 10.48 263.8 12.75 295.1 12.36 295.8 11.97 295.1 11.58 205.8 4.52 146.0 6.67 231.8 10.81 286.6 10.42 282.1 10.03 276.8 9.64 270.8 9.25 264.2 8.86 257.1 8.48 249.4 8.09 241.2 7.70 232.6 7.31 223.5 6.92 214.0 6.54 104.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 730.1 711.6 693.1 674.6 656.1 637.6 125.3 493.8 600.7 524.5 507.9 491.3 191.8 282.8 458.0 441.3 424.7 408.0 391.4 333.6 318.8 304.1 289.3 274.5 259.7 244.9 6,768.7 0.0 11,469.6 Site Member: 83050 Site Name: Customer: Riverton, WA Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. 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Engineering Number:OAA686726_C3_01 10/13/2016 9:20:28 PM Load Case: 1.2D + 1.6W Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.60 85.00 mph with No Ice 25 Iterations Wind Importance Factor 1.00 Discrete Appurtenance Segment Forces (Factored) Elev (ft) Description Qty Total qz qzGh Orientation EPAa (psf) (psf) Factor Ka (sf) Horiz Ecc (ft) Vert Wind Mom Mom Dead Ecc FX Y Z Load (ft) (Ib) (Ib -ft) (lb -ft) (lb) 31.00 31.00 57.00 57.00 105.0 105.0 105.0 105.0 105.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 Decibel Round T -Arm Decibel DB844H65E- Round T -Arm Trimble Acutime 2000 Huawei RRU3702 Kathrein 840 10054 Andrew PX2F-52 Side Arms ClearComm CCDP- Commscope GPS Raycap RxxDC-3315- Raycap RCMDC-3315- Ericsson RRUS 11 w/ Ericsson RRUS 12 w/ Ericsson RRUS 12 w/ Antel BXA-80090/8CF Antel Antel OCT458KBU105L Flat Platform w/ Han 8 2 4 1 1 4 4 2 1 6 3 1 1 1 3 3 3 3 3 6 1 12.426 12.426 14.788 14.788 17.608 17.608 17.608 17.608 17.608 18.293 18.293 18.293 18.293 18.293 18.293 18.293 18.293 18.293 18.293 18.293 18.293 13.669 13.669 16.267 16.267 19.369 19.369 19.369 19.369 19.369 20.122 20.122 20.122 20.122 20.122 20.122 20.122 20.122 20.122 20.122 20.122 20.122 0.81 0.67 0.74 1.00 1.00 0.67 0.65 1.00 0.67 0.50 0.50 1.00 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.78 0.67 0.80 0.75 0.80 1.00 1.00 0.80 0.80 0.80 1.00 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 1.00 Page: 5 31.93 9.75 11.32 9.70 0.30 4.74 9.53 8.37 5.70 1.01 1.02 0.75 1.26 1.47 4.91 5.53 5.53 12.50 13.30 47.07 28.41 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 698.38 213.20 294.60 252.46 9.30 146.84 295.23 259.33 176.49 32.60 32.96 24.15 40.61 47.40 158.22 178.12 178.12 402.40 428.08 1,515.42 914.61 6,298.51 0.00 0.00 201.60 0.00 0.00 600.00 0.00 0.00 96.00 0.00 0.00 300.00 0.00 0.00 1.56 0.00 0.00 211.20 0.00 0.00 168.00 0.00 0.00 33.60 0.00 0.00 672.00 0.00 0.00 50.40 0.00 0.00 79.20 0.00 0.00 12.00 0.00 0.00 38.40 0.00 0.00 25.68 0.00 0.00 259.20 0.00 • 0.00 257.40 0.00 0.00 257.40 0.00 0.00 82.80 0.00 0.00 129.60 0.00 0.00 540.00 0.00 0.00 2,400.00 6,416.04 Site Number: 83050 Site Name: Customer: Riverton, WA Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:28 PM Load Case: 1.2D + 1.6W Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.60 85.00 mph with No Ice 25 Iterations Wind Importance Factor :1.00 Linear Appurtenance Segment Forces (Factored) Exposed Exposed Length Width Area Seg Top Elev (ft) Description CaAa qz To Wind (ft) Ca (in) (sgft) (sqft) (psf) Cf Adjust Ra Factor FX (Ib) Dead Load (Ib) 10.00 10.00 10.00 10.00 10.00 10.00 10.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 31.00 31.00 31.00 31.00 31.00 31.00 31.00 35.00 35.00 35.00 35.00 35.00 35.00 40.00 40.00 40.00 (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid No No No No No Yes Yes No No No No No Yes Yes No No No No No Yes Yes No No No No No Yes Yes No No No No No Yes Yes No No No No No Yes Yes No No No No No Yes No No No 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.00 4.00 4.00 4.00 4.00 4.00 5.00 5.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.98 1.98 0.00 0.00 0.00 0.00 0.00 1.98 1.98 0.00 0.00 0.00 0.00 0.00 1.98 1.98 0.00 0.00 0.00 0.00 0.00 1.98 1.98 0.00 0.00 0.00 0.00 0.00 1.98 1.98 0.00 0.00 0.00 0.00 0.00 1.98 1.98 0.00 0.00 0.00 0.00 0.00 1.98 0.00 0.00 0.00 Page: 6 0.00 0.00 0.00 0.00 0.00 0.82 0.82 0.00 0.00 0.00 0.00 0.00 0.82 0.82 0.00 0.00 0.00 0.00 0.00 0.82 0.82 0.00 0.00 0.00 0.00 0.00 0.82 0.82 0.00 0.00 0.00 0.00 0.00 0.82 0.82 0.00 0.00 0.00 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.00 0.00 0.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.300 12.369 12.369 12.369 12.369 12.369 12.369 12.369 12.650 12.650 12.650 12.650 12.650 12.650 13.121 13.121 13.121 0.109 0.109 0.109 0.109 0.109 0.109 0.109 0.112 0.112 0.112 0.112 0.112 0.112 0.112 0.115 0.115 0.115 0.115 0.115 0.115 0.115 0.119 0.119 0.119 0.119 0.119 0.119 0.119 0.122 0.122 0.122 0.122 0.122 0.122 0.122 0.124 0.124 0.124 0.124 0.124 0.124 0.124 0.063 0.063 0.063 0.063 0.063 0.063 0.065 0.065 0.065 1.028 1.028 1.028 1.028 1.028 1.028 1.028 1.037 1.037 1.037 1.037 1.037 1.037 1.037 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.056 1.056 1.056 1.056 1.056 1.056 1.056 1.066 1.066 1.066 1.066 1.066 1.066 1.066 1.072 1.072 1.072 1.072 1.072 1.072 1.072 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.03 3.00 10.20 1.80 3.51 24.60 49.19 59.03 3.00 10.20 1.80 3.51 24.60 49.19 59.03 3.00 10.20 1.80 3.51 24.60 49.19 59.03 3.00 10.20 1.80 3.51 24.60 49.19 59.03 3.00 10.20 1.80 3.51 24.60 49.19 11.81 0.60 2.04 0.36 0.70 4.92 9.84 47.23 2.40 8.16 1.44 2.81 19.68 59.03 3.00 10.20 Site N1imber: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering N umber: OAA686726_C3_01 10/13/2016 9:20:28 PM Load Case: 1.2D + 1.6W Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.60 85.00 mph with No Ice 25 Iterations Wind Importance Factor :1.00 40.00 40.00 40.00 45.00 45.00 45.00 45.00 45.00 45.00 50.00 50.00 50.00 50.00 50.00 50.00 55.00 55.00 55.00 55.00 55.00 55.00 57.00 57.00 57.00 57.00 57.00 57.00 60.00 60.00 60.00 60.00 60.00 65.00 65.00 65.00 65.00 65.00 70.00 70.00 70.00 70.00 70.00 75.00 75.00 75.00 75.00 75.00 80.00 80.00 80.00 80.00 80.00 85.00 85.00 85.00 85.00 85.00 (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax No 5.00 0.00 0.00 0.00 0.00 13.121 0.065 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 13.121 0.065 0.000 0.00 3.51 Yes 5.00 0.00 1.98 0.82 0.00 13.121 0.065 0.000 0.00 24.60 No 5.00 0.00 0.00 0.00 0.00 13.598 0.067 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 13.598 0.067 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 13.598 0.067 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 13.598 0.067 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 13.598 0.067 0.000 0.00 3.51 Yes 5.00 0.00 1.98 0.82 0.00 13.598 0.067 0.000 0.00 24.60 No 5.00 0.00 0.00 0.00 0.00 14.037 0.069 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 14.037 0.069 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 14.037 0.069 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 14.037 0.069 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 14.037 0.069 0.000 0.00 3.51 Yes 5.00 0.00 1.98 0.82 0.00 14.037 0.069 0.000 0.00 24.60 No 5.00 0.00 0.00 0.00 0.00 14.445 0.071 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 14.445 0.071 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 14.445 0.071 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 14.445 0.071 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 14.445 0.071 0.000 0.00 3.51 Yes 5.00 0.00 1.98 0.82 0.00 14.445 0.071 0.000 0.00 24.60 No 2.00 0.00 0.00 0.00 0.00 14.713 0.073 0.000 0.00 23.61 No 2.00 0.00 0.00 0.00 0.00 14.713 0.073 0.000 0.00 1.20 No 2.00 0.00 0.00 0.00 0.00 14.713 0.073 0.000 0.00 4.08 No 2.00 0.00 0.00 0.00 0.00 14.713 0.073 0.000 0.00 0.72 No 2.00 0.00 0.00 0.00 0.00 14.713 0.073 0.000 0.00 1.40 Yes 2.00 0.00 1.98 0.33 0.00 14.713 0.073 0.000 0.00 9.84 No 3.00 0.00 0.00 0.00 0.00 14.898 0.000 0.000 0.00 35.42 No 3.00 0.00 0.00 0.00 0.00 14.898 0.000 0.000 0.00 1.80 No 3.00 0.00 0.00 0.00 0.00 14.898 0.000 0.000 0.00 6.12 No 3.00 0.00 0.00 0.00 0.00 14.898 0.000 0.000 0.00 1.08 No 3.00 0.00 0.00 0.00 0.00 14.898 0.000 0.000 0.00 2.11 No 5.00 0.00 0.00 0.00 0.00 15.182 0.000 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 15.182 0.000 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 15.182 0.000 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 15.182 0.000 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 15.182 0.000 0.000 0.00 3.51 No 5.00 0.00 0.00 0.00 0.00 15.520 0.000 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 15.520 0.000 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 15.520 0.000 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 15.520 0.000 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 15.520 0.000 0.000 0.00 3.51 No 5.00 0.00 0.00 0.00 0.00 15.840 0.000 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 15.840 0.000 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 15.840 0.000 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 15.840 0.000 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 15.840 0.000 0.000 0.00 3.51 No 5.00 0.00 0.00 0.00 0.00 16.145 0.000 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 16.145 0.000 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 16.145 0.000 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 16.145 0.000 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 16.145 0.000 0.000 0.00 3.51 No 5.00 0.00 0.00 0.00 0.00 16.436 0.000 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 16.436 0.000 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 16.436 0.000 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 16.436 0.000 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 16.436 0.000 0.000 0.00 3.51 Page: 7 Site Ntumber: 83050 Site Name: Customer: Riverton, WA Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number: OAA686726_C3_01 10/13/2016 9:20:28 PM Load Case: 1.2D + 1.6W Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.60 85.00 mph with No Ice 25 Iterations Wind Importance Factor :1.00 90.00 90.00 90.00 90.00 90.00 95.00 95.00 95.00 95.00 95.00 100.0 100.0 100.0 100.0 100.0 105.0 105.0 105.0 105.0 105.0 110.0 110.0 110.0 115.0 115.0 115.0 120.0 120.0 120.0 (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 Page: 8 16.714 16.714 16.714 16.714 16.714 16.982 16.982 16.982 16.982 16.982 17.239 17.239 17.239 17.239 17.239 17.487 17.487 17.487 17.487 17.487 17.727 17.727 17.727 17.959 17.959 17.959 18.183 18.183 18.183 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 .. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals: 0.00 59.03 0.00 3.00 0.00 10.20 0.00 1.80 0.00 3.51 0.00 59.03 0.00 3.00 0.00 10.20 0.00 1.80 0.00 3.51 0.00 59.03 0.00 3.00 0.00 10.20 0.00 1.80 0.00 3.51 0.00 59.03 0.00 3.00 0.00 10.20 0.00 1.80 0.00 3.51 0.00 59.03 0.00 3.00 0.00 10.20 0.00 59.03 0.00 3.00 0.00 10.20 0.00 59.03 0.00 3.00 0.00 10.20 0.00 2,279.17 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:28 PM Load Case: 1.2D + 1.6W Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.60 85.00 mph with No Ice 25 Iterations Wind Importance Factor 1.00 Applied Segment Forces Summary Seg Elev (ft) Description Shaft Forces Discrete Forces Wind FX (Ib) Dead Torsion Load Wind FX MY (Ib) (Ib) (Ib -ft) Moment MZ (Ib -ft) Linear Forces Dead Load Wind FX (Ib) (Ib) Sum of Forces Dead Load Wind FX (Ib) (Ib) Dead Torsion Moment Load MY MZ (lb) (Ib -ft) (Ib) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 31.00 Appertunance(s) 35.00 40.00 45.00 50.00 55.00 57.00 60.00 65.00 70.00 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 Appertunance(s) Top - Section 1 Appertunance(s) Top - Section 2 Appertunance(s) 167.4 0.0 0.0 0.0 335.2 730.1 0.0 0.0 332.7 711.6 0.0 151.3 326.8 693.1 0.0 151.3 320.9 674.6 0.0 151.3 315.0 656.1 0.0 151.3 187.1 637.6 0.0 151.3 147.7 125.3 911.6 0.0 0.0 801.6 0.0 30.3 263.8 493.8 . 0.0 81.7 295.1 600.7 0.0 102.1 295.8 524.5 0.0 102.1 295.1 507.9 0.0 102.1 205.8 491.3 0.0 102.1 146.0 191.8 547.1 0.0 0.0 396.0 0.0 40.9 231.8 282.8 0.0 46.5 286.6 458.0 0.0 77.5 282.1 441.3 0.0 77.5 276.8 424.7 0.0 77.5 270.8 408.0 0.0 77.5 264.2 391.4 0.0 77.5 257.1 333.6 0.0 77.5 249.4 318.8 0.0 77.5 241.2 304.1 0.0 77.5 232.6 289.3 887.2 0.0 0.0 1,086.4 0.0 77.5 223.5 274.5 0.0 72.2 214.0 259.7 0.0 72.2 104.6 244.9 3,952.7 0.0 0.0 4,132.1 0.0 72.2 Page: 9 167.4 0.0 0.0 0.0 335.2 730.1 0.0 0.0 332.7 862.9 0.0 0.0 326.8 844.4 0.0 0.0 320.9 826.0 0.0 0.0 315.0 807.5 0.0 0.0 187.1 789.0 0.0 0.0 1,059.2 957.2 0.0 0.0 263.8 575.6 0.0 0.0 295.1 702.8 0.0 0.0 295.8 626.7 0.0 0.0 295.1 610.0 0.0 0.0 205.8 593.4 0.0 0.0 693.1 628.7 0.0 0.0 231.8 329.3 0.0 0.0 286.6 535.5 0.0 0.0 282.1 518.9 0.0 0.0 276.8 502.2 0.0 0.0 270.8 485.6 0.0 0.0 264.2 468.9 0.0 0.0 257.1 411.2 0.0 0.0 249.4 396.4 0.0 0.0 241.2 381.6 0.0 0.0 1,119.7 1,453.2 0.0 0.0 223.5 346.7 0.0 0.0 214.0 331.9 0.0 0.0 4,057.3 4,449.2 0.0 0.0 Totals: 13,067.2 20,164.7 0.00 0.00 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:28 PM Load Case: 1.2D + 1.6W 85.00 mph with No Ice Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.60 25 Iterations Wind Importance Factor :1.00 Calculated Forces Seg Elev (ft) Pu Vu FY (-) FX (-) (kips) (kips) Tu Mu Mu MY MZ MX (ft -kips) (ft -kips) (ft -kips) 0.00 -20.14 5.00 -19.35 10.00 -18.44 15.00 -17.54 20.00 -16.67 25.00 -15.82 30.00 -15.00 31.00 -14.05 35.00 -13.44 40.00 -12.70 40.00 -12.70 45.00 -12.04 50.00 -11.40 55.00 -10.78 57.00 -10.17 60.00 -9.82 65.00 -9.26 70.00 -8.72 75.00 -8.20 80.00 -7.70 85.00 -7.22 85.00 -7.22 90.00 -6.80 95.00 -6.40 100.00 -6.02 105.00 -4.66 110.00 -4.33 115.00 -4.01 120.00 0.00 -12.94 -12.69 -12.43 -12.17 -11.91 -11.65 -11.49 -10.43 -10.21 -9.95 -9.95 -9.69 -9.42 -9.23 -8.53 -8.32 -8.05 -7.78 -7.51 -7.24 -6.98 -6.98 -6.72 -6.46 -6.21 -4.98 -4.73 -4.49 -4.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1,060.03 -995.31 -931.86 -869.71 -808.84 -749.28 -691.02 -679.53 -637.79 -586.75 -586.75 -537.01 -488.57 -441.44 -422.99 -397.39 -355.78 -315.52 -276.61 -239.05 -202.83 -202.83 -167.94 -134.35 -102.03 -70.97 -46.09 -22.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Resultant Moment (ft-ki ps) 1,060.03 995.31 931.86 869.71 808.84 749.28 691.02 679.53 637.79 586.75 586.75 537.01 488.57 441.44 422.99 397.39 355.78 315.52 276.61 239.05 202.83 202.83 167.94 134.35 102.03 70.97 46.09 22.44 0.00 phi phi phi phi Total Pn Vn Tn Mn Deflect Rotation (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio Page: 10 2,382.61 2,349.77 2,315.56 2,279.97 2,243.01 2,204.68 2,164.98 2,156.88 2,123.91 2,081.46 1,804.33 1,769.26 1,732.82 1,695.00 1,679.50 1,655.82 1,615.26 1,563.28 1,503.20 1,443.12 1,383.04 1,231.23 1,177.82 1,124.42 1,071.02 1,017.62 964.21 910.81 857.41 1,191.31 1,174.89 1,157.78 1,139.99 1,121.51 1,102.34 1,082.49 1,078.44 1,061.95 1,040.73 902.16 884.63 866.41 847.50 839.75 827.91 807.63 781.64 751.60 721.56 691.52 615.61 588.91 562.21 535.51 508.81 482.11 455.41 428.70 3,536.89 3,400.15 3,263.94 3,128.41 2,993.71 2,860.00 2,727.44 2,701.08 2,596.17 2,466.35 2,142.61 2,034.72 1,927.93 1,822.40 1,780.57 1,718.27 1,615.70 1,746.74 1,679.21 1,611.94 1,545.00 1,478.48 1,412.45 1,346.98 1,333.96 1,282.15 1,218.04 1,058.15 1,004.87 952.13 900.01 879.35 848.59 797.94 1,505.17 743.35 1,391.05 686.99 1,281.42 632.84 1,176.29 580.93 1,050.33 518.72 960.67 474.44 875.02 432.14 793.36 391.81 715.70 353.46 642.05 317.08 572.39 282.68 506.73 250.25 0.00 0.00 0.615 0.13 -0.24 0.601 0.52 -0.49 0.586 1.17 -0.74 0.571 2.08 -0.99 0.555 3.25 -1.25 0.538 4.70 -1.50 0.520 5.02 -1.56 0.516 6.41 -1.76 0.504 8.39 -2.02 0.488 8.39 -2.02 0.562 10.65 -2.28 0.541 13.20 -2.57 0.520 16.05 -2.86 0.497 17.27 -2.98 0.487 19.20 -3.16 0.474 22.66 -3.45 0.452 26.43 -3.74 0.430 30.49 -4.02 0.408 34.85 -4.30 0.383 39.49 -4.57 0.354 39.49 -4.57 0.397 44.40 -4.82 0.360 49.60 -5.09 0.317 55.05 -5.33 0.266 60.74 -5.53 0.205 66.62 -5.70 0.150 72.64 -5.81 0.084 78.74 -5.85 0.000 Site N'ttmber: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number: OAA686726_C3_01 10/13/2016 9:20:29 PM Load Case: 0.9D + 1.6W Gust Response Factor :1.10 Dead Load Factor :0.90 Wind Load Factor :1.60 85.00 mph with No Ice (Reduced DL) 25 Iterations Wind Importance Factor :1.00 Shaft Segment Forces Seg Top Elev (ft) Description (Factored) qz Kzt Kz (psf) Ice qzGh C Thick Tributary Ap (psf) (mph -ft) Cf (in) (ft) (sf) Wind Dead Tot Dead EPAs Force X Load Ice Load (sf) (Ib) (Ib) (Ib) 0.00 1.00 5.00 1.00 10.00 1.00 15.00 1.00 20.00 1.00 25.00 1.00 30.00 1.00 31.00 Appertunance(s) 1.00 35.00 1.00 40.00 Top - Section 1 1.00 45.00 1.00 50.00 1.00 55.00 1.00 57.00 Appertunance(s) 1.00 60.00 1.00 65.00 1.00 70.00 1.00 75.00 - 1.00 80.00 1.00 85.00 Top - Section 2 1.00 90.00 1.00 95.00 1.00 100.0 1.00 105.0 Appertunance(s) 1.00 110.0 1.00 115.0 1.00 120.0 Appertunance(s) 1.00 0.70 12.300 0.70 12.300 0.70 12.300 0.70 12.300 0.70 12.300 0.70 12.300 0.70 12.300 0.70 12.369 0.72 12.650 0.74 13.121 0.77 13.598 0.79 14.037 0.82 14.445 0.83 14.713 0.84 14.898 0.86 15.182 0.88 15.520 0.90 15.840 0.91 16.145 0.93 16.436 0.95 16.714 0.96 16.982 0.98 17.239 0.99 17.487 1.0017.727 1.02 17.959 1.03 18.183 * = Cf Adjusted By Linear Load Ra Effect 13.53 13.53 13.53 13.53 13.53 13.53 13.53 13.60 13.91 14.43 14.95 15.44 15.88 16.18 16.38 16.70 17.07 17.42 17.75 18.07 18.38 18.68 18.96 19.23 19.50 19.75 20.00 222.71 1.000 0.000 219.95 1.000 0.000 214.43 1.000 * 0.000 208.91 1.000 * 0.000 203.38 1.000 * 0.000 197.86 1.000 * 0.000 192.34 1.000 * 0.000 189.55 1.000 * 0.000 188.901.000 0.000 187.25 1.000 0.000 184.82 1.000 0.000 181.88 1.000 0.000 178.52 1.000 0.000 175.94 1.000 0.000 174.001.000 0.000 170.75 1.000 0.000 166.43 1.000 0.000 161.881.000 0.000 157.101.000 0.000 152.121.000 0.000 146.97 1.000 0.000 141.661.000 0.000 136.191.000 0.000 130.581.000 0.000 124.841.000 0.000 118.981.000 0.000 113.01 1.000 0.000 0.00 0.000 0.00 167.4 0.0 0.0 5.00 15.464 15.46 330.6 0.0 547.6 5.00 15.076 15.08 322.2 0.0 533.7 5.00 14.688 14.69 313.8 0.0 519.8 5.00 14.300 14.30 305.4 0.0 506.0 5.00 13.911 13.91 296.9 0.0 492.1 5.00 13.523 13.52 175.3 0.0 478.2 1.00 2.658 2.66 145.6 0.0 94.0 4.00 10.477 10.48 263.8 0.0 370.4 5.00 12.747 12.75 295.1 0.0 450.5 5.00 12.359 12.36 295.8 0.0 393.4 5.00 11.970 11.97 295.1 0.0 380.9 5.00 11.582 11.58 205.8 0.0 368.4 2.00 4.524 4.52 146.0 0.0 143.9 3.00 6.670 6.67 231.8 0.0 212.1 5.00 10.806 10.81 286.6 0.0 343.5 5.00 10.417 10.42 282.1 0.0 331.0 5.00 10.029 10.03 276.8 0.0 318.5 5.00 9.641 9.64 270.8 0.0 306.0 5.00 9.253 9.25 264.2 0.0 293.6 5.00 8.865 8.86 257.1 0.0 250.2 5.00 8.476 8.48 249.4 0.0 239.1 5.00 8.088 8.09 241.2 0.0 228.0 5.00 7.700 7.70 232.6 0.0 216.9 5.00 7.312 7.31 223.5 0.0 205.9 5.00 6.923 6.92 214.0 0.0 194.8 5.00 6.535 6.54 104.6 0.0 183.7 Totals: 120.00 Page: 11 6,693.1 0.0 8,602.2 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:29 PM Load Case: 0.9D + 1.6W Gust Response Factor :1.10 Dead Load Factor :0.90 Wind Load Factor :1.60 85.00 mph with No Ice (Reduced DL) 25 Iterations Wind Importance Factor :1.00 Discrete Appurtenance Segment Forces (Factored) Elev (ft) Description Qty qz qzGh Orientation (psf) (psf) Factor Ka 31.00 31.00 57.00 57.00 105.0 105.0 105.0 105.0 105.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 Decibel Round T -Arm Decibel DB844H65E- Round T -Arm Trimble Acutime 2000 Huawei RRU3702 Kathrein 840 10054 Andrew PX2F-52 Side Arms ClearComm CCDP- Commscope GPS Raycap RxxDC-3315- Raycap RCMDC-3315- Ericsson RRUS 11 w/ Ericsson RRUS 12 w/ Ericsson RRUS 12 w/ Antel BXA-80090/8CF Antel Antel OCT458KBU105L Flat Platform w/ Han 8 2 4 1 1 4 4 2 1 6 3 1 1 1 3 3 3 3 3 6 1 12.426 12.426 14.788 14.788 17.608 17.608 17.608 17.608 17.608 18.293 18.293 18.293 18.293 18.293 18.293 18.293 18.293 18.293 18.293 18.293 18.293 13.669 13.669 16.267 16.267 19.369 19.369 19.369 19.369 19.369 20.122 20.122 20.122 20.122 20.122 20.122 20.122 20.122 20.122 20.122 20.122 20.122 0.81 0.67 0.74 1.00 1.00 0.67 0.65 1.00 0.67 0.50 0.50 1.00 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.78 0.67 0.80 0.75 0.80 1.00 1.00 0.80 0.80 0.80 1.00 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 1.00 Page: 12 Total Horiz EPAa Ecc (sf) (ft) 31.93 0.000 9.75 0.000 11.32 0.000 9.70 0.000 0.30 0.000 4.74 0.000 9.53 0.000 8.37 0.000 5.70 0.000 1.01 0.000 1.02 0.000 0.75 0.000 1.26 0.000 1.47 0.000 4.91 0.000 5.53 0.000 5.53 0.000 12.50 0.000 13.30 0.000 47.07 0.000 28.41 0.000 Vert Wind Mom Mom Dead Ecc FX Y Z Load (ft) (Ib) (lb -ft) (Ib -ft) (lb) 0.000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 698.38 213.20 294.60 252.46 9.30 146.84 295.23 259.33 176.49 32.60 32.96 24.15 40.61 47.40 158.22 178.12 178.12 402.40 428.08 1,515.42 914.61 6,298.51 0.00 0.00 151.20 0.00 0.00 450.00 0.00 0.00 72.00 0.00 0.00 225.00 0.00 0.00 1.17 0.00 0.00 158.40 0.00 0.00 126.00 0.00 0.00 25.20 0.00 0.00 504.00 0.00 0.00 37.80 0.00 0.00 59.40 0.00 0.00 9.00 0.00 0.00 28.80 0.00 0.00 19.26 0.00 0.00 194.40 0.00 0.00 193.05 0.00 0.00 193.05 0.00 0.00 62.10 0.00 0.00 97.20 0.00 0.00 405.00 0.00 0.00 1,800.00 4,812.03 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:29 PM Load Case: 0.9D + 1.6W Gust Response Factor :1.10 Dead Load Factor :0.90 Wind Load Factor :1.60 85.00 mph with No Ice (Reduced DL) 25 Iterations Wind Importance Factor :1.00 Linear Appurtenance Segment Forces (Factored) Exposed Exposed Length Width Area (in) (sqft) Seg Top Elev (ft) Description To Wind (ft) Ca CaAa qz (sqft) (psf) Cf Adjust Ra Factor Dead F X Load (Ib) (Ib) 10.00 10.00 10.00 10.00 10.00 10.00 10.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 31.00 31.00 31.00 31.00 31.00 31.00 31.00 35.00 35.00 35.00 35.00 35.00 35.00 40.00 40.00 40.00 (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 Yes 5.00 0.00 1.98 0.82 0.00 Yes 5.00 0.00 1.98 0.82 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 Yes 5.00 0.00 1.98 0.82 0.00 Yes 5.00 0.00 1.98 0.82 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 Yes 5.00 0.00 1.98 0.82 0.00 Yes 5.00 0.00 1.98 0.82 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 Yes 5.00 0.00 1.98 0.82 0.00 Yes 5.00 0.00 1.98 0.82 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 Yes 5.00 0.00 1.98 0.82 0.00 Yes 5.00 0.00 1.98 0.82 0.00 No 1.00 0.00 0.00 0.00 0.00 No 1.00 0.00 0.00 0.00 0.00 No 1.00 0.00 0.00 0.00 0.00 No 1.00 0.00 0.00 0.00 0.00 No 1.00 0.00 0.00 0.00 0.00 Yes 1.00 0.00 1.98 0.17 0.00 Yes 1.00 0.00 1.98 0.17 0.00 No 4.00 0.00 0.00 0.00 0.00 No 4.00 0.00 0.00 0.00 0.00 No 4.00 0.00 0.00 0.00 0.00 No 4.00 0.00 0.00 0.00 0.00 No 4.00 0.00 0.00 0.00 0.00 Yes 4.00 0.00 1.98 0.66 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 Page: 13 12.300 0.109 1.028 0.00 44.27 12.300 0.109 1.028 0.00 2.25 12.300 0.109 1.028 0.00 7.65 12.300 0.109 1.028 0.00 1.35 12.300 0.109 1.028 0.00 2.63 12.300 0.109 1.028 0.00 18.45 12.300 0.109 1.028 0.00 36.90 12.300 0.112 1.037 0.00 44.27 12.300 0.112 1.037 0.00 2.25 12.300 0.112 1.037 0.00 7.65 12.300 0.112 1.037 0.00 1.35 12.300 0.112 1.037 0.00 2.63 12.300 0.112 1.037 0.00 18.45 12.300 0.112 1.037 0.00 36.90 12.300 0.115 1.046 0.00 44.27 12.300 0.115 1.046 0.00 2.25 12.300 0.115 1.046 0.00 7.65 12.300 0.115 1.046 0.00 1.35 12.300 0.115 1.046 0.00 2.63 12.300 0.115 1.046 0.00 18.45 12.300 0.115 1.046 0.00 36.90 12.300 0.119 1.056 0.00 44.27 12.300 0.119 1.056 0.00 2.25 12.300 0.119 1.056 0.00 7.65 12.300 0.119 1.056 0.00 1.35 12.300 0.119 1.056 0.00 2.63 12.300 0.119 1.056 0.00 18.45 12.300 0.119 1.056 0.00 36.90 12.300 0.122 1.066 0.00 44.27 12.300 0.122 1.066 0.00 2.25 12.300 0.122 1.066 0.00 7.65 12.300 0.122 1.066 0.00 1.35 12.300 0.122 1.066 0.00 2.63 12.300 0.122 1.066 0.00 18.45 12.300 0.122 1.066 0.00 36.90 12.369 0.124 1.072 0.00 8.85 12.369 0.124 1.072 0.00 0.45 12.369 0.124 1.072 0.00 1.53 12.369 0.124 1.072 0.00 0.27 12.369 0.124 1.072 0.00 0.53 12.369 0.124 1.072 0.00 3.69 12.369 0.124 1.072 0.00 7.38 12.650 0.063 0.000 0.00 35.42 12.650 0.063 0.000 0.00 1.80 12.650 0.063 0.000 0.00 6.12 12.650 0.063 0.000 0.00 1.08 12.650 0.063 0.000 0.00 2.11 12.650 0.063 0.000 0.00 14.76 13.121 0.065 0.000 0.00 44.27 13.121 0.065 0.000 0.00 2.25 13.121 0.065 0.000 0.00 7.65 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:29 PM Load Case: 0.9D + 1.6W Gust Response Factor :1.10 Dead Load Factor :0.90 Wind Load Factor :1.60 85.00 mph with No Ice (Reduced DL) 25 Iterations Wind Importance Factor :1.00 40.00 40.00 40.00 45.00 45.00 45.00 45.00 45.00 45.00 50.00 50.00 50.00 50.00 50.00 50.00 55.00 55.00 55.00 55.00 55.00 55.00 57.00 57.00 57.00 57.00 57.00 57.00 60.00 60.00 60.00 60.00 60.00 65.00 65.00 65.00 65.00 65.00 70.00 70.00 70.00 70.00 70.00 75.00 75.00 75.00 75.00 75.00 80.00 80.00 80.00 80.00 80.00 85.00 85.00 85.00 85.00 85.00 (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax No 5.00 0.00 0.00 0.00 0.00 13.121 0.065 0.000 0.00 1.35 No 5.00 0.00 0.00 0.00 0.00 13.121 0.065 0.000 0.00 2.63 Yes 5.00 0.00 1.98 0.82 0.00 13.121 0.065 0.000 0.00 18.45 No 5.00 0.00 0.00 0.00 0.00 13.598 0.067 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 13.598 0.067 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 13.598 0.067 0.000 0.00 7.65 No 5.00 0.00 0.00 0.00 0.00 13.598 0.067 0.000 0.00 1.35 No 5.00 0.00 0.00 0.00 0.00 13.598 0.067 0.000 0.00 2.63 Yes 5.00 0.00 1.98 0.82 0.00 13.598 0.067 0.000 0.00 18.45 No 5.00 0.00 0.00 0.00 0.00 14.037 0.069 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 14.037 0.069 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 14.037 0.069 0.000 0.00 7.65 No 5.00 0.00 0.00 0.00 0.00 14.037 0.069 0.000 0.00 1.35 No 5.00 0.00 0.00 0.00 0.00 14.037 0.069 0.000 0.00 2.63 Yes 5.00 0.00 1.98 0.82 0.00 14.037 0.069 0.000 0.00 18.45 No 5.00 0.00 0.00 0.00 0.00 14.445 0.071 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 14.445 0.071 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 14.445 0.071 0.000 0.00 7.65 No 5.00 0.00 0.00 0.00 0.00 14.445 0.071 0.000 0.00 1.35 No 5.00 0.00 0.00 0.00 0.00 14.445 0.071 0.000 0.00 2.63 Yes 5.00 0.00 1.98 0.82 0.00 14.445 0.071 0.000 0.00 18.45 No 2.00 0.00 0.00 0.00 0.00 14.713 0.073 0.000 0.00 17.71 No 2.00 0.00 0.00 0.00 0.00 14.713 0.073 0.000 0.00 0.90 No 2.00 0.00 0.00 0.00 0.00 14.713 0.073 0.000 0.00 3.06 No 2.00 0.00 0.00 0.00 0.00 14.713 0.073 0.000 0.00 0.54 No 2.00 0.00 0.00 0.00 0.00 14.713 0.073 0.000 0.00 1.05 Yes 2.00 0.00 1.98 0.33 0.00 14.713 0.073 0.000 0.00 7.38 No 3.00 0.00 0.00 0.00 0.00 14.898 0.000 0.000 0.00 26.56 No 3.00 0.00 0.00 0.00 0.00 14.898 0.000 0.000 0.00 1.35 No 3.00 0.00 0.00 0.00 0.00 14.898 0.000 0.000 0.00 4.59 No 3.00 0.00 0.00 0.00 0.00 14.898 0.000 0.000 0.00 0.81 No 3.00 0.00 0.00 0.00 0.00 14.898 0.000 0.000 0.00 1.58 No 5.00 0.00 0.00 0.00 0.00 15.182 0.000 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 15.182 0.000 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 15.182 0.000 0.000 0.00 7.65 No 5.00 0.00 0.00 0.00 0.00 15.182 0.000 0.000 0.00 1.35 No 5.00 0.00 0.00 0.00 0.00 15.182 0.000 0.000 0.00 2.63 No 5.00 0.00 0.00 0.00 0.00 15.520 0.000 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 15.520 0.000 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 15.520 0.000 0.000 0.00 7.65 No 5.00 0.00 0.00 0.00 0.00 15.520 0.000 0.000 0.00 1.35 No 5.00 0.00 0.00 0.00 0.00 15.520 0.000 0.000 0.00 2.63 No 5.00 0.00 0.00 0.00 0.00 15.840 0.000 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 15.840 0.000 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 15.840 0.000 0.000 0.00 7.65 No 5.00 0.00 0.00 0.00 0.00 15.840 0.000 0.000 0.00 1.35 No 5.00 0.00 0.00 0.00 0.00 15.840 0.000 0.000 0.00 2.63 No 5.00 0.00 0.00 0.00 0.00 16.145 0.000 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 16.145 0.000 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 16.145 0.000 0.000 0.00 7.65 No 5.00 0.00 0.00 0.00 0.00 16.145 0.000 0.000 0.00 1.35 No 5.00 0.00 0.00 0.00 0.00 16.145 0.000 0.000 0.00 2.63 No 5.00 0.00 0.00 0.00 0.00 16.436 0.000 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 16.436 0.000 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 16.436 0.000 0.000 0.00 7.65 No 5.00 0.00 0.00 0.00 0.00 16.436 0.000 0.000 0.00 1.35 No 5.00 0.00 0.00 0.00 0.00 16.436 0.000 0.000 0.00 2.63 Page: 14 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number: OAA686726_C3_01 10/13/2016 9:20:29 PM Load Case: 0.9D + 1.6W Gust Response Factor :1.10 Dead Load Factor :0.90 Wind Load Factor :1.60 85.00 mph with No Ice (Reduced DL) 25 Iterations. Wind Importance Factor :1.00 90.00 (12) 1 5/8" Coax 90.00 (1) 1.1" (27.9mm) 90.00 (1) 1.53" Hybrid 90.00 (2) 1/2" Coax 90.00 (13) 5/16" Coax 95.00 (12) 1 5/8" Coax 95.00 (1) 1.1" (27.9mm) 95.00 (1) 1.53" Hybrid 95.00 (2) 1/2" Coax 95.00 (13) 5/16" Coax 100.0 (12) 1 5/8" Coax 100.0 (1) 1.1" (27.9mm) 100.0 (1) 1.53" Hybrid 100.0 (2) 1/2" Coax 100.0 (13) 5/16" Coax 105.0 (12) 1 5/8" Coax 105.0 (1) 1.1" (27.9mm) 105.0 (1) 1.53" Hybrid 105.0 (2) 1/2" Coax 105.0 (13) 5/16" Coax 110.0 (12) 1 5/8" Coax 110.0 (1) 1.1" (27.9mm) 110.0 (1) 1.53" Hybrid 115.0 (12) 1 5/8" Coax 115.0 (1) 1.1" (27.9mm) 115.0 (1) 1.53" Hybrid 120.0 (12) 1 5/8" Coax 120.0 (1) 1.1" (27.9mm) 120.0 (1) 1.53" Hybrid No 5.00 0.00 0.00 0.00 0.00 16.714 0.000 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 16.714 0.000 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 16.714 0.000 0.000 0.00 7.65 No 5.00 0.00 0.00 0.00 0.00 16.714 0.000 0.000 0.00 1.35 No 5.00 0.00 0.00 0.00 0.00 16.714 0.000 0.000 0.00 2.63 No 5.00 0.00 0.00 0.00 0.00 16.982 0.000 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 16.982 0.000 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 16.982 0.000 0.000 0.00 7.65 No 5.00 0.00 0.00 0.00 0.00 16.982 0.000 0.000 0.00 1.35 No 5.00 0.00 0.00 0.00 0.00 16.982 0.000 0.000 0.00 2.63 No 5.00 0.00 0.00 0.00 0.00 17.239 0.000 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 17.239 0.000 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 17.239 0.000 0.000 0.00 7.65 No 5.00 0.00 0.00 0.00 0.00 17.239 0.000 0.000 0.00 1.35 No 5.00 0.00 0.00 0.00 0.00 17.239 0.000 0.000 0.00 2.63 No 5.00 0.00 0.00 0.00 0.00 17.487 0.000 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 17.487 0.000 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 17.487 0.000 0.000 0.00 7.65 No 5.00 0.00 0.00 0.00 0.00 17.487 0.000 0.000 0.00 1.35 No 5.00 0.00 0.00 0.00 0.00 17.487 0.000 0.000 0.00 2.63 No 5.00 0.00 0.00 0.00 0.00 17.727 0.000 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 17.727 0.000 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 17.727 0.000 0.000 0.00 7.65 No 5.00 0.00 0.00 0.00 0.00 17.959 0.000 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 17.959 0.000 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 17.959 0.000 0.000 0.00 7.65 No 5.00 0.00 0.00 0.00 0.00 18.183 0.000 0.000 0.00 44.27 No 5.00 0.00 0.00 0.00 0.00 18.183 0.000 0.000 0.00 2.25 No 5.00 0.00 0.00 0.00 0.00 18.183 0.000 0.000 0.00 7.65 Totals: 0.00 1,709.38 Page: 15 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:29 PM Load Case: 0.9D + 1.6W Gust Response Factor :1.10 Dead Load Factor :0.90 Wind Load Factor :1.60 85.00 mph with No Ice (Reduced DL) 25 Iterations Wind Importance Factor 1.00 Applied Segment Forces Summary Shaft Forces Seg Elev (ft) Description Discrete Forces Wind FX (Ib) Dead Load (Ib) Torsion Moment Wind FX MY MZ (Ib) (Ib -ft) (Ib -ft) Dead Load (Ib) Linear Forces Sum of Forces Dead Dead Torsion Moment Wind FX Load Wind FX Load MY MZ (Ib) (Ib) (Ib) (Ib) (Ib -ft) (Ib) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 31.00 Appertunance(s) 35.00 40.00 45.00 50.00 55.00 57.00 60.00 65.00 70.00 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 Appertunance(s) Top - Section 1 Appertunance(s) Top - Section 2 Appertunance(s) 167.4 0.0 330.6 547.6 322.2 533.7 313.8 519.8 305.4 506.0 296.9 492.1 175.3 478.2 145.6 94.0 263.8 370.4 295.1 450.5 295.8 393.4 295.1 380.9 205.8 368.4 146.0 143.9 231.8 212.1 286.6 343.5 282.1 331.0 276.8 318.5 270.8 306.0 264.2 293.6 257.1 250.2 249.4 239.1 241.2 228.0 232.6 216.9 223.5 205.9 214.0 194.8 104.6 183.7 911.6 547.1 887.2 3,952.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 167.4 0.0 0.0 0.0 0.0 0.0 330.6 547.6 0.0 0.0 0.0 113.5 322.2 647.2 0.0 0.0 0.0 113.5 313.8 633.3 0.0 0.0 0.0 113.5 305.4 619.5 0.0 0.0 0.0 113.5 296.9 605.6 0.0 0.0 0.0 113.5 175.3 591.7 0.0 0.0 601.2 0.0 22.7 1,057.1 717.9 0.0 0.0 0.0 61.3 263.8 431.7 0.0 0.0 0.0 76.6 295.1 527.1 0.0 0.0 0.0 76.6 295.8 470.0 0.0 0.0 0.0 76.6 295.1 457.5 0.0 0.0 0.0 76.6 205.8 445.0 0.0 0.0 297.0 0.0 30.6 693.1 471.5 0.0 0.0 0.0 34.9 231.8 247.0 0.0 0.0 0.0 58.2 286.6 401.6 0.0 0.0 0.0 58.2 282.1 389.2 0.0 0.0 0.0 58.2 276.8 376.7 0.0 0.0 0.0 58.2 270.8 364.2 0.0 0.0 0.0 58.2 264.2 351.7 0.0 0.0 0.0 58.2 257.1 308.4 0.0 0.0 0.0 58.2 249.4 297.3 0.0 0.0 0.0 58.2 241.2 286.2 0.0 0.0 814.8 0.0 58.2 1,119.7 1,089.9 0.0 0.0 0.0 54.2 223.5 260.0 0.0 0.0 0.0 54.2 214.0 248.9 0.0 0.0 0.0 54.2 4,057.3 3,336.9 0.0 0.0 Totals: 12,991.6 15,123.5 0.00 0.00 0.0 0.0 3,099.1 Page: 16 Site Number: 83050 Site Name:. Customer: Riverton, WA Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:29 PM Load Case: 0.9D + 1.6W Gust Response Factor :1.10 Dead Load Factor :0.90 Wind Load Factor :1.60 85.00 mph with No Ice (Reduced DL) 25 Iterations Wind Importance Factor :1.00 Calculated Forces Seg Elev (ft) Pu Vu Tu Mu Mu FY (-) FX (-) MY MZ MX (kips) (kips) (ft -kips) (ft -kips) (ft -kips) 0.00 -15.10 -12.86 0.00 -1,043.43 5.00 -14.50 -12.59 0.00 -979.15 10.00 -13.80 -12.32 0.00 -916.22 15.00 -13.12 -12.05 0.00 -854.63 20.00 -12.45 -11.79 0.00 -794.36 25.00 -11.80 -11.54 0.00 -735.39 30.00 -11.18 -11.38 0.00 -677.70 31.00 -10.47 -10.33 0.00 -666.32 35.00 -10.01 -10.09 0.00 -625.02 40.00 -9.45 -9.82 0.00 -574.58 40.00 -9.45 -9.82 0.00 -574.58 45.00 -8.94 -9.55 0.00 -525.48 50.00 -8.45 -9.28 0.00 -477.74 55.00 -7.99 -9.08 0.00 -431.35 57.00 -7.53 -8.38 0.00 -413.20 60.00 -7.26 -8.17 0.00 -388.05 65.00 -6.84 -7.89 0.00 -347.22 70.00 -6.43 -7.62 0.00 -307.77 75.00 -6.04 -7.34 0.00 -269.68 80.00 -5.66 -7.08 0.00 -232.96 85.00 -5.30 -6.81 0.00 -197.59 85.00 -5.30 -6.81 0.00 -197.59 90.00 -4.98 -6.55 0.00 -163.54 95.00 -4.68 -6.30 0.00 -130.79 100.00 -4.39 -6.05 0.00 -99.31 105.00 -3.40 -4.84 0.00 -69.07 110.00 -3.15 -4.60 0.00 -44.86 115.00 -2.92 -4.37 0.00 -21.84 120.00 0.00 -4.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Resultant Moment (ft-ki ps) 1,043.43 979.15 916.22 854.63 794.36 735.39 677.70 666.32 625.02 574.58 574.58 525.48 477.74 431.35 413.20 388.05 347.22 307.77 269.68 232.96 197.59 197.59 163.54 130.79 99.31 69.07 44.86 21.84 0.00 phi phi phi phi Total Pn Vn Tn Mn Deflect Rotation (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio Page: 17 2,382.61 2,349.77 2,315.56 2,279.97 2,243.01 2,204.68 2,164.98 2,156.88 2,123.91 2,081.46 1,804.33 1,769.26 1,732.82 1,695.00 1,679.50 1,655.82 1,615.26 1,563.28 1,503.20 1,443.12 1,383.04 1,231.23 1,177.82 1,124.42 1,071.02 1,017.62 964.21 910.81 857.41 1,191.31 1,174.89 1,157.78 1,139.99 1,121.51 1,102.34 1,082.49 1,078.44 1,061.95 1,040.73 902.16 884.63 866.41 847.50 839.75 827.91 807.63 781.64 751.60 721.56 691.52 615.61 588.91 562.21 535.51 508.81 482.11 455.41 428.70 3,536.89 3,400.15 3,263.94 3,128.41 2,993.71 2,860.00 2,727.44 2,701.08 2,596.17 2,466.35 2,142.61 2,034.72 1,927.93 1,822.40 1,780.57 1,718.27 1,615.70 1,746.74 1,679.21 1,611.94 1,545.00 1,478.48 1,412.45 1,346.98 1,333.96 1,282.15 1,218.04 1,058.15 1,004.87 952.13 900.01 879.35 848.59 797.94 1,505.17 743.35 1,391.05 686.99 1,281.42 632.84 1,176.29 580.93 1,050.33 518.72 960.67 474.44 875.02 432.14 793.36 391.81 715.70 353.46 642.05 317.08 572.39 282.68 506.73 250.25 0.00 0.00 0.604 0.13 -0.24 0.589 0.51 -0.48 0.574 1.15 -0.73 0.559 2.04 -0.98 0.543 3.20 -1.23 0.526 4.62 -1.48 0.508 4.93 -1.53 0.504 6.30 -1.73 0.492 8.25 -1.99 0.476 8.25 -1.99 0.548 10.47 -2.24 0.528 12.96 -2.52 0.507 15.76 -2.81 0.484 16.96 -2.93 0.474 18.85 -3.10 0.462 22.25 -3.38 0.439 25.94 -3.66 0.418 29.92 -3.94 0.397 34.18 -4.21 0.372 38.73 -4.47 0.344 38.73 -4.47 0.385 43.54 -4.72 0.349 48.62 -4.98 0.307 53.96 -5.21 0.258 59.52 -5.41 0.199 65.27 -5.57 0.145 71.16 -5.68 0.081 77.12 -5.72 0.000 Site Number: 83050 Site Name: Customer: Riverton, WA Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:29 PM Load Case: 1.2D + 1.0Di + 1.0Wi Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.00 30.00 mph with 0.25 in Radial Ice Ice Dead Load Factor :1.00 22 Iterations Wind Importance Factor :1.00 Ice Importance Factor :1.00 Shaft Segment Forces (Factored) Seg Top Elev qz (ft) Description Kzt Kz (psf) Ice qzGh C Thick Tributary Ap (psf) (mph -ft) Cf (in) (ft) (sf) Wind Dead Tot Dead EPAs Force X Load Ice Load (sf) (Ib) (Ib) (Ib) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 31.00 Appertunance(s) 35.00 40.00 Top - Section 1 45.00 50.00 55.00 57.00 Appertunance(s) 60.00 65.00 70.00 75.00 80.00 85.00 Top - Section 2 90.00 95.00 100.0 105.0 Appertunance(s) 110.0 115.0 120.0 Appertunance(s) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.72 0.74 0.77 0.79 0.82 0.83 0.84 0.86 0.88 0.90 0.91 0.93 0.95 0.96 0.98 0.99 1.00 1.02 1.03 * = Cf Adjusted By Linear Load Ra Effect 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.541 1.576 1.634 1.694 1.749 1.799 1.833 1.856 1.891 1.933 1.973 2.011 2.047 2.082 2.115 2.147 2.178 2.208 2.237 2.265 1.685 1.685 1.685 1.685 1.685 1.685 1.685 1.695 1.733 1.798 1.863 1.923 1.979 2.016 2.041 2.080 2.127 2.170 2.212 2.252 2.290 2.327 2.362 2.396 2.429 2.461 2.492 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.200 0.000 0.00 0.000 1.200 0.386 5.00 15.786 1.200 * 0.431 5.00 15.435 1.200 * 0.454 5.00 15.066 1.200 * 0.469 5.00 14.691 1.200 * 0.481 5.00 14.312 1.200 * 0.491 5.00 13.932 1.200 * 0.496 1.00 2.741 1.200 0.500 4.00 10.810 1.200 0.506 5.00 13.169 1.200 0.513 5.00 12.786 1.200 0.519 5.00 12.402 1.200 0.524 5.00 12.019 1.200 0.527 2.00 4.700 1.200 0.529 3.00 6.934 1.200 0.533 5.00 11.250 1.200 0.537 5.00 10.865 1.200 0.541 5.00 10.480 1.200 0.545 5.00 10.095 1.200 0.548 5.00 9.709 1.200 0.551 5.00 9.324 1.200 0.554 5.00 8.938 1.200 0.557 5.00 8.552 1.200 0.560 5.00 8.166 1.200 0.563 5.00 7.780 1.200 0.565 5.00 7.394 1.200 0.568 5.00 7.008 Totals: 120.00 Page: 18 0.00 16.0 18.94 31.6 18.52 30.8 18.08 30.1 17.63 29.3 17.17 28.6 16.72 16.9 3.29 14.0 12.97 25.4 15.80 28.5 15.34 28.6 14.88 28.6 14.42 20.0 5.64 14.2 8.32 22.5 13.50 27.9 13.04 27.5 12.58 27.0 12.11 26.5 11.65 25.9 11.19 25.3 10.73 24.6 10.26 23.9 9.80 23.1 9.34 22.3 8.87 21.4 8.41 10.5 0.0 89.6 97.6 100.1 100.8 100.6 99.8 20.1 79.0 97.1 95.4 93.4 91.3 36.3 53.6 86.8 84.3 81.8 79.2 76.5 73.7 70.9 68.0 65.1 62.2 59.2 56.1 0.0 819.7 809.2 793.2 775.5 756.8 737.5 145.4 572.9 697.8 619.9 601.3 582.6 228.1 336.3 544.7 525.6 506.5 487.2 467.9 407.4 389.8 372.1 354.4 336.6 318.8 301.0 651.0 2,018.6 13,488.1 Site Number: 83050 Site Name: Customer: Riverton, WA Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:30 PM Load Case: 1.2D + 1.0Di + 1.0Wi Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.00 30.00 mph with 0.25 in Radial Ice Ice Dead Load Factor :1.00 22 Iterations Wind Importance Factor :1.00 Ice Importance Factor :1.00 Discrete Appurtenance Segment Forces (Factored) Elev (ft) Description Qty Total Horiz Vert Wind Mom Mom Dead qz qzGh Orientation EPAa Ecc Ecc FX Y Z Load (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (Ib -ft) (Ib -ft) (Ib) 31.00 31.00 57.00 57.00 105.0 105.0 105.0 105.0 105.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 Decibel Round T -Arm Decibel DB844H65E- Round T -Arm Trimble Acutime 2000 Huawei RRU3702 Kathrein 840 10054 Andrew PX2F-52 Side Arms ClearComm CCDP- Commscope GPS Raycap RxxDC-3315- Raycap RCMDC-3315- Ericsson RRUS 11 w/ Ericsson RRUS 12 w/ Ericsson RRUS 12 w/ Antel BXA-80090/8CF Antel Antel OCT458KBU105L Flat Platform w/ Han 8 1.548 1.703 0.81 0.80 33.38 0.000 0.000 56.84 0.00 0.00 543.05 2 1.548 1.703 0.67 0.75 12.11 0.000 0.000 20.62 0.00 0.00 591.06 4 1.842 2.026 0.74 0.80 20.26 0.000 0.000 41.06 0.00 0.00 326.06 1 1.842 2.026 1.00 1.00 12.20 0.000 0.000 24.71 0.00 0.00 299.26 1 2.193 2.413 1.00 1.00 0.22 0.000 0.000 0.52 0.00 0.00 5.89 4 2.193 2.413 0.67 0.80 5.12 0.000 0.000 12.36 0.00 0.00 278.36 4 2.193 2.413 0.65 0.80 10.10 0.000 0.000 24.37 0.00 0.00 277.21 2 2.193 2.413 1.00 0.80 9.16 0.000 0.000 22.09 0.00 0.00 39.68 1 2.193 2.413 0.67 1.00 7.23 0.000 0.000 17.43 0.00 0.00 702.53 6 2.279 2.507 0.50 0.75 1.03 0.000 0.000 2.58 0.00 0.00 70.91 3 2.279 2.507 0.50 0.75 1.16 0.000 0.000 2.91 0.00 0.00 108.65 1 2.279 2.507 1.00 0.75 0.77 0.000 0.000 1.92 0.00 0.00 21.79 1 2.279 2.507 0.67 0.75 1.36 0.000 0.000 3.41 0.00 0.00 64.65 1 2.279 2.507 0.67 0.75 1.36 0.000 0.000 3.41 0.00 0.00 51.93 3 2.279 2.507 0.67 0.75 4.52 0.000 0.000 11.32 0.00 0.00 345.12 3 2.279 2.507 0.67 0.75 5.07 0.000 0.000 12.72 0.00 0.00 351.81 3 2.279 2.507 0.67 0.75 5.07 0.000 0.000 12.72 0.00 0.00 351.81 3 2.279 2.507 0.67 0.75 13.23 0.000 0.000 33.15 0.00 0.00 245.90 3 2.279 2.507 0.67 0.75 13.58 0.000 0.000 34.05 0.00 0.00 309.02 6 2.279 2.507 0.78 0.75 49.61 0.000 0.000 124.35 0.00 0.00 1,207.90 1 2.279 2.507 0.67 1.00 32.99 0.000 0.000 82.69 0.00 0.00 2,413.24 545.26 8,605.82 Page: 19 Site Ntimber: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number: OAA686726_C3_01 10/13/2016 9:20:30 PM Load Case: 1.2D + 1.0Di + 1.0Wi Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.00 30.00 mph with 0.25 in Radial Ice Ice Dead Load Factor :1.00 22 Iterations Wind Importance Factor :1.00 Ice Importance Factor :1.00 Linear Appurtenance Segment Forces (Factored) Exposed Exposed Length Width Area CaAa qz To Wind (ft) Ca (in) (sgft) (sgft) (psf) Seg Top Elev (ft) Description Cf Adjust F X Ra Factor (Ib) Dead Load (Ib) 10.00 10.00 10.00 10.00 10.00 10.00 10.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 31.00 31.00 31.00 31.00 31.00 31.00 31.00 35.00 35.00 35.00 35.00 35.00 35.00 40.00 40.00 40.00 (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1 " (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (10) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid No No No No No Yes Yes No No No No No Yes Yes No No No No No Yes Yes No No No No No Yes Yes No No No No No Yes Yes No No No No No Yes Yes No No No No No Yes No No No 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.00 4.00 4.00 4.00 4.00 4.00 5.00 5.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.98 1.98 0.00 0.00 0.00 0.00 0.00 1.98 1.98 0.00 0.00 0.00 0.00 0.00 1.98 1.98 0.00 0.00 0.00 0.00 0.00 1.98 1.98 0.00 0.00 0.00 0.00 0.00 1.98 1.98 0.00 0.00 0.00 0.00 0.00 1.98 1.98 0.00 0.00 0.00 0.00 0.00 1.98 0.00 0.00 0.00 Page: 20 0.00 0.00 0.00 0.00 0.00 1.18 1.18 0.00 0.00 0.00 0.00 0.00 1.20 1.20 0.00 0.00 0.00 0.00 0.00 1.22 1.22 0.00 0.00 0.00 0.00 0.00 1.23 1.23 0.00 0.00 0.00 0.00 0.00 1.23 1.23 0.00 0.00 0.00 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.532 1.541 1.541 1.541 1.541 1.541 1.541 1.541 1.576 1.576 1.576 1.576 1.576 1.576 1.634 1.634 1.634 0.109 0.109 0.109 0.109 0.109 0.109 0.109 0.112 0.112 0.112 0.112 0.112 0.112 0.112 0.115 0.115 0.115 0.115 0.115 0.115 0.115 0.119 0.119 0.119 0.119 0.119 0.119 0.119 0.122 0.122 0.122 0.122 0.122 0.122 0.122 0.124 0.124 0.124 0.124 0.124 0.124 0.124 0.063 0.063 0.063 0.063 0.063 0.063 0.065 0.065 0.065 1.028 1.028 1.028 1.028 1.028 1.028 1.028 1.037 1.037 1.037 1.037 1.037 1.037 1.037 1.046 1.046 1.046 1.046 1.046 1.046 1.046 1.056 1.056 1.056 1.056 1.056 1.056 1.056 1.066 1.066 1.066 1.066 1.066 1.066 1.066 1.072 1.072 1.072 1.072 1.072 1.072 1.072 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 59.03 3.00 10.20 1.80 3.51 50.51 99.89 59.03 3.00 10.20 1.80 3.51 51.50 101.75 59.03 3.00 10.20 1.80 3.51 52.19 103.03 59.03 3.00 10.20 1.80 3.51 52.72 104.02 59.03 3.00 10.20 1.80 3.51 53.15 104.83 11.81 0.60 2.04 0.36 0.70 10.68 21.05 47.23 2.40 8.16 1.44 2.81 42.84 59.03 3.00 10.20 Site Number: 83050 Site Name: Customer: Riverton, WA Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:30 PM Load Case: 1.2D + 1.0Di + 1.0Wi Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.00 30.00 mph with 0.25 in Radial Ice Ice Dead Load Factor :1.00 22 Iterations Wind Importance Factor :1.00 Ice Importance Factor :1.00 40.00 40.00 40.00 45.00 45.00 45.00 45.00 45.00 45.00 50.00 50.00 50.00 50.00 50.00 50.00 55.00 55.00 55.00 55.00 55.00 55.00 57.00 57.00 57.00 57.00 57.00 57.00 60.00 60.00 60.00 60.00 60.00 65.00 65.00 65.00 65.00 65.00 70.00 70.00 70.00 70.00 70.00 75.00 75.00 75.00 75.00 75.00 80.00 80.00 80.00 80.00 80.00 85.00 85.00 85.00 85.00 85.00 (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax No 5.00 0.00 0.00 0.00 0.00 1.634 0.065 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 1.634 0.065 0.000 0.00 3.51 Yes 5.00 0.00 1.98 1.25 0.00 1.634 0.065 0.000 0.00 53.84 No 5.00 0.00 0.00 0.00 0.00 1.694 0.067 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 1.694 0.067 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 1.694 0.067 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 1.694 0.067 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 1.694 0.067 0.000 0.00 3.51 Yes 5.00 0.00 1.98 1.25 0.00 1.694 0.067 0.000 0.00 54.13 No 5.00 0.00 0.00 0.00 0.00 1.749 0.069 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 1.749 0.069 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 1.749 0.069 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 1.749 0.069 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 1.749 0.069 0.000 0.00 3.51 Yes 5.00 0.00 1.98 1.26 0.00 1.749 0.069 0.000 0.00 54.38 No 5.00 0.00 0.00 0.00 0.00 1.799 0.071 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 1.799 0.071 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 1.799 0.071 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 1.799 0.071 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 1.799 0.071 0.000 0.00 3.51 Yes 5.00 0.00 1.98 1.26 0.00 1.799 0.071 0.000 0.00 54.62 No 2.00 0.00 0.00 0.00 0.00 1.833 0.073 0.000 0.00 23.61 No 2.00 0.00 0.00 0.00 0.00 1.833 0.073 0.000 0.00 1.20 No 2.00 0.00 0.00 0.00 0.00 1.833 0.073 0.000 0.00 4.08 No 2.00 0.00 0.00 0.00 0.00 1.833 0.073 0.000 0.00 0.72 No 2.00 0.00 0.00 0.00 0.00 1.833 0.073 0.000 0.00 1.40 Yes 2.00 0.00 1.98 0.51 0.00 1.833 0.073 0.000 0.00 21.91 No 3.00 0.00 0.00 0.00 0.00 1.856 0.000 0.000 0.00 35.42 No 3.00 0.00 0.00 0.00 0.00 1.856 0.000 0.000 0.00 1.80 No 3.00 0.00 0.00 0.00 0.00 1.856 0.000 0.000 0.00 6.12 No 3.00 0.00 0.00 0.00 0.00 1.856 0.000 0.000 0.00 1.08 No 3.00 0.00 0.00 0.00 0.00 1.856 0.000 0.000 0.00 2.11 No 5.00 0.00 0.00 0.00 0.00 1.891 0.000 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 1.891 0.000 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 1.891 0.000 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 1.891 0.000 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 1.891 0.000 0.000 0.00 3.51 No 5.00 0.00 0.00 0.00 0.00 1.933 0.000 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 1.933 0.000 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 1.933 0.000 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 1.933 0.000 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 1.933 0.000 0.000 0.00 3.51 No 5.00 0.00 0.00 0.00 0.00 1.973 0.000 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 1.973 0.000 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 1.973 0.000 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 1.973 0.000 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 1.973 0.000 0.000 0.00 3.51 No 5.00 0.00 0.00 0.00 0.00 2.011 0.000 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 2.011 0.000 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 2.011 0.000 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 2.011 0.000 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 2.011 0.000 0.000 0.00 3.51 No 5.00 0.00 0.00 0.00 0.00 2.047 0.000 0.000 0.00 59.03 No 5.00 0.00 0.00 0.00 0.00 2.047 0.000 0.000 0.00 3.00 No 5.00 0.00 0.00 0.00 0.00 2.047 0.000 0.000 0.00 10.20 No 5.00 0.00 0.00 0.00 0.00 2.047 0.000 0.000 0.00 1.80 No 5.00 0.00 0.00 0.00 0.00 2.047 0.000 0.000 0.00 3.51 Page: 21 Site Number: 83050 Site Name: Customer: Riverton, WA Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:30 PM Load Case: 1.2D + 1.0Di + 1.0Wi Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.00 30.00 mph with 0.25 in Radial Ice Ice Dead Load Factor :1.00 22 Iterations Wind Importance Factor :1.00 Ice Importance Factor :1.00 90.00 90.00 90.00 90.00 90.00 95.00 95.00 95.00 95.00 95.00 100.0 100.0 100.0 100.0 100.0 105.0 105.0 105.0 105.0 105.0 110.0 110.0 110.0 115.0 115.0 115.0 120.0 120.0 120.0 (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 Page: 22 2.082 0.000 0.000 0.00 59.03 2.082 0.000 0.000 0.00 3.00 2.082 0.000 0.000 0.00 10.20 2.082 0.000 0.000 0.00 1.80 2.082 0.000 0.000 0.00 3.51 2.115 0.000 0.000 0.00 59.03 2.115 0.000 0.000 0.00 3.00 2.115 0.000 0.000 0.00 10.20 2.115 0.000 0.000 0.00 1.80 2.115 0.000 0.000 0.00 3.51 2.147 0.000 0.000 0.00 59.03 2.147 0.000 0.000 0.00 3.00 2.147 0.000 0.000 0.00 10.20 2.147 0.000 0.000 0.00 1.80 2.147 0.000 0.000 0.00 3.51 2.178 0.000 0.000 0.00 59.03 2.178 0.000 0.000 0.00 3.00 2.178 0.000 0.000 0.00 10.20 2.178 0.000 0.000 0.00 1.80 2.178 0.000 0.000 0.00 3.51 2.208 0.000 0.000 0.00 59.03 2.208 0.000 0.000 0.00 3.00 2.208 0.000 0.000 0.00 10.20 2.237 0.000 0.000 0.00 59.03 2.237 0.000 0.000 0.00 3.00 2.237 0.000 0.000 0.00 10.20 2.265 0.000 0.000 0.00 59.03 2.265 0.000 0.000 0.00 3.00 2.265 0.000 0.000 0.00 10.20 Totals: 0.00 2,854.59 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:30 PM Load Case: 1.2D + 1.0Di + 1.0Wi Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.00 30.00 mph with 0.25 in Radial Ice Ice Dead Load Factor :1.00 22 Iterations Wind Importance Factor :1.00 Ice Importance Factor 1.00 Applied Segment Forces Summary Seg Elev (ft) Description Shaft Forces Discrete Forces Wind FX (Ib) Dead Load (Ib) Linear Forces Torsion Moment Dead Wind FX MY MZ Load Wind FX (Ib) (Ib -ft) (lb -ft) (Ib) (Ib) (Ib) Sum of Forces Dead Load Wind FX Dead Load (Ib) (Ib) Torsion MY (Ib -ft) Moment MZ (Ib) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 31.00 Appertunance(s) 35.00 40.00 45.00 50.00 55.00 57.00 60.00 65.00 70.00 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 Appertunance(s) Top - Section 1 Appertunance(s) Top - Section 2 Appertunance(s) 16.0 0.0 0.0 0.0 31.6 819.7 0.0 0.0 30.8 809.2 0.0 227.9 30.1 793.2 0.0 230.8 29.3 775.5 0.0 232.8 28.6 756.8 0.0 234.3 16.9 737.5 0.0 235.5 14.0 145.4 77.5 0.0 0.0 1,134.1 0.0 47.2 25.4 572.9 0.0 104.9 28.5 697.8 0.0 131.4 28.6 619.9 0.0 131.7 28.6 601.3 0.0 131.9 20.0 582.6 0.0 132.2 14.2 228.1 65.8 0.0 0.0 625.3 0.0 52.9 22.5 336.3 0.0 46.5 27.9 544.7 0.0 77.5 27.5 525.6 0.0 77.5 27.0 506.5 0.0 77.5 26.5 487.2 0.0 77.5 25.9 467.9 0.0 77.5 25.3 407.4 0.0 77.5 24.6 389.8 0.0 77.5 23.9 372.1 0.0 77.5 23.1 354.4 76.8 0.0 0.0 1,303.7 0.0 77.5 22.3 336.6 0.0 72.2 21.4 318.8 0.0 72.2 10.5 301.0 325.3 0.0 0.0 5,542.7 0.0 72.2 Totals: Page: 23 16.0 0.0 0.0 0.0 31.6 819.7 0.0 0.0 30.8 1,037.1 0.0 0.0 30.1 1,024.0 0.0 0.0 29.3 1,008.2 0.0 0.0 28.6 991.1 0.0 0.0 16.9 973.0 0.0 0.0 91.5 1,326.7 0.0 0.0 25.4 677.8 0.0 0.0 28.5 829.2 0.0 0.0 28.6 751.6 0.0 0.0 28.6 733.3 0.0 0.0 20.0 714.8 0.0 0.0 79.9 906.4 0.0 0.0 22.5 382.9 0.0 0.0 27.9 622.3 0.0 0.0 27.5 603.2 0.0 0.0 27.0 584.0 0.0 0.0 26.5 564.7 0.0 0.0 25.9 545.4 0.0 0.0 25.3 484.9 0.0 0.0 24.6 467.3 0.0 0.0 23.9 449.6 0.0 0.0 99.9 1,735.6 0.0 0.0 22.3 408.9 0.0 0.0 21.4 391.1 0.0 0.0 335.7 5,916.0 0.0 0.0 1,196.22 24,948.5 0.00 0.00 Site NUmber: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:30 PM Load Case: 1.2D + 1.0Di + 1.OWi Gust Response Factor :1.10 Dead Load Factor :1.20 Wind Load Factor :1.00 30.00 mph with 0.25 in Radial Ice Ice Dead Load Factor :1.00 22 Iterations Wind Importance Factor :1.00 Ice Importance Factor :1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant Elev FY (-) FX (-) MY MZ MX Moment (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) 0.00 -24.95 -1.18 0.00 -96.53 0.00 96.53 5.00 -24.13 -1.16 0.00 -90.61 0.00 90.61 10.00 -23.09 -1.14 0.00 -84.80 0.00 84.80 15.00 -22.07 -1.12 0.00 -79.10 0.00 79.10 20.00 -21.06 -1.10 0.00 -73.52 0.00 73.52 25.00 -20.07 -1.07 0.00 -68.04 0.00 68.04 30.00 -19.09 -1.06 0.00 -62.68 0.00 62.68 31.00 -17.77 -0.97 0.00 -61.62 0.00 61.62 35.00 -17.09 -0.95 0.00 -57.75 0.00 57.75 40.00 -16.26 -0.92 0.00 -53.02 0.00 53.02 40.00 -16.26 -0.92 0.00 -53.02 0.00 53.02 45.00 -15.51 -0.90 0.00 -48.41 0.00 48.41 50.00 -14.77 -0.87 0.00 -43.92 0.00 43.92 55.00 -14.06 -0.85 0.00 -39.55 0.00 39.55 57.00 -13.15 -0.77 0.00 -37.84 0.00 37.84 60.00 -12.77 -0.75 0.00 -35.52 0.00 35.52 65.00 -12.15 -0.73 0.00 -31.75 0.00 31.75 70.00 -11.54 -0.70 0.00 -28.11 0.00 28.11 75.00 -10.96 -0.68 0.00 -24.60 0.00 24.60 80.00 -10.39 -0.65 0.00 -21.22 0.00 21.22 85.00 -9.85 -0.63 0.00 -17.96 0.00 17.96 85.00 -9.85 -0.63 0.00 -17.96 0.00 17.96 90.00 -9.36 -0.60 0.00 -14.84 0.00 14.84 95.00 -8.90 -0.58 0.00 -11.84 0.00 11.84 100.00 -8.45 -0.55 0.00 -8.96 0.00 8.96 105.00 -6.71 -0.44 0.00 -6.21 0.00 6.21 110.00 -6.30 -0.41 0.00 -4.02 0.00 4.02 115.00 -5.91 -0.39 0.00 -1.95 0.00 1.95 120.00 0.00 -0.34 0.00 0.00 0.00 0.00 phi Pn (kips) phi Vn (kips) Page: 24 2,382.61 2,349.77 2,315.56 2,279.97 2,243.01 2,204.68 2,164.98 2,156.88 2,123.91 2,081.46 1,804.33 1,769.26 1,732.82 1,695.00 1,679.50 1,655.82 1,615.26 1,563.28 1,503.20 1,443.12 1,383.04 1,231.23 1,177.82 1,124.42 1,071.02 1,017.62 964.21 910.81 857.41 1,191.31 1,174.89 1,157.78 1,139.99 1,121.51 1,102.34 1,082.49 1,078.44 1,061.95 1,040.73 902.16 884.63 866.41 847.50 839.75 827.91 807.63 781.64 751.60 721.56 691.52 615.61 588.91 562.21 535.51 508.81 482.11 455.41 428.70 phi Tn phi Mn (ft -kips) (ft -kips) 3,536.89 1,746.74 3,400.15 1,679.21 3,263.94 1,611.94 3,128.41 1,545.00 2,993.71 1,478.48 2,860.00 1,412.45 2,727.44 1,346.98 2,701.08 1,333.96 2,596.17 1,282.15 2,466.35 1,218.04 2,142.61 1,058.15 2,034.72 1,004.87 1,927.93 952.13 1,822.40 1,780.57 1,718.27 1,615.70 1,505.17 1,391.05 1,281.42 1,176.29 1,050.33 960.67 875.02 793.36 715.70 642.05 572.39 506.73 900.01 879.35 848.59 797.94 743.35 686.99 632.84 580.93 518.72 474.44 432.14 391.81 353.46 317.08 282.68 250.25 Total Deflect Rotation (in) (deg) Ratio 0.00 0.00 0.066 0.01 -0.02 0.064 0.05 -0.04 0.063 0.11 -0.07 0.061 0.19 -0.09 0.059 0.30 -0.11 0.057 0.43 -0.14 0.055 0.46 -0.14 0.054 0.58 -0.16 0.053 0.76 -0.18 0.051 0.76 -0.18 0.059 0.97 -0.21 0.057 1.20 -0.23 0.055 1.46 -0.26 0.052 1.57 -0.27 0.051 1.74 -0.29 0.050 2.06 -0.31 0.047 2.40 -0.34 0.045 2.76 -0.36 0.043 3.16 -0.39 0.041 3.58 -0.41 0.038 3.58 -0.41 0.043 4.02 -0.43 0.039 4.49 -0.46 0.035 4.98 -0.48 0.031 5.49 -0.50 0.024 6.02 -0.51 0.019 6.56 -0.52 0.013 7.10 -0.52 0.000 Site Ntimber: 83050 Site Name: Customer: Riverton, WA Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:30 PM Load Case: 1.0D + 1.0W Gust Response Factor :1.10 Dead Load Factor :1.00 Wind Load Factor :1.00 60.00 mph Serviceability 23 Iterations Wind Importance Factor :1.00 Shaft Segment Forces (Factored) Seg Top Elev qz (ft) Description Kzt Kz (psf) qzGh C Ice Wind Dead Tot Dead Thick Tributary Ap EPAs Force X Load Ice Load (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 31.00 Appertunance(s) 35.00 40.00 Top - Section 1 45.00 50.00 55.00 57.00 Appertunance(s) 60.00 65.00 70.00 75.00 80.00 85.00 Top - Section 2 90.00 95.00 100.0 105.0 Appertunance(s) 110.0 115.0 120.0 Appertunance(s) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.72 0.74 0.77 0.79 0.82 0.83 0.84 0.86 0.88 0.90 0.91 0.93 0.95 0.96 0.98 0.99 1.00 1.02 1.03 * = Cf Adjusted By Linear Load Ra Effect 6.129 6.129 6.129 6.129 6.129 6.129 6.129 6.163 6.303 6.538 6.776 6.994 7.197 7.331 7.423 7.565 7.733 7.893 8.044 8.189 8.328 8.462 8.590 8.713 8.833 8.948 9.060 6.742 157.21 6.742 155.26 6.742 151.36 6.742 147.46 6.742 143.56 6.742 139.67 6.742 135.77 6.779 133.80 6.933 133.34 7.191 132.17 7.453 130.46 7.694 128.39 7.917 126.01 8.064 124.19 8.166 122.83 8.321 120.53 8.506 117.48 8.682 114.26 8.849 110.89 9.008 107.38 9.161 103.74 9.308 99.995 9.449 96.135 9.585 92.177 9.716 88.127 9.843 83.991 9.966 79.776 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.000 0.000 * 0.000 * 0.000 * 0.000 * 0.000 * 0.000 * 0.000 0.000 0.000 0.00 0.000 5.00 15.464 5.00 15.076 5.00 14.688 5.00 14.300 5.00 13.911 5.00 13.523 1.00 2.658 4.00 10.477 5.00 12.747 1.000 0.000 5.00 12.359 1.000 0.000 5.00 11.970 1.000 0.000 5.00 11.582 1.000 0.000 2.00 4.524 1.000 0.000 3.00 6.670 1.000 0.000 5.00 10.806 1.000 0.000 5.00 10.417 1.000 0.000 5.00 10.029 1.000 0.000 5.00 9.641 1.000 0.000 5.00 9.253 1.000 0.000 5.00 8.865 1.000 0.000 5.00 8.476 1.000 0.000 5.00 8.088 1.000 0.000 5.00 7.700 1.000 0.000 5.00 7.312 1.000 0.000 5.00 6.923 1.000 0.000 5.00 6.535 Totals: 120.00 Page: 25 0.00 52.1 0.0 0.0 15.46 102.9 0.0 608.4 15.08 100.3 0.0 593.0 14.69 97.7 0.0 577.6 14.30 95.1 0.0 562.2 13.91 92.5 0.0 546.8 13.52 54.6 0.0 531.4 2.66 45.3 0.0 104.4 10.48 82.2 0.0 411.5 12.75 91.9 0.0 500.6 12.36 92.1 0.0 437.1 11.97 91.9 0.0 423.2 11.58 64.1 0.0 409.4 4.52 45.5 0.0 159.9 6.67 72.2 0.0 235.6 10.81 89.3 0.0 381.6 10.42 87.8 0.0 367.8 10.03 86.2 0.0 353.9 9.64 84.3 0.0 340.0 9.25 82.3 0.0 326.2 8.86 80.1 0.0 278.0 8.48 77.7 0.0 265.7 8.09 75.1 0.0 253.4 7.70 72.4 0.0 241.1 7.31 69.6 0.0 228.7 6.92 66.6 0.0 216.4 6.54 32.6 0.0 204.1 2,084.4 0.0 9,558.0 Site N'umber: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:30 PM Load Case: 1.0D + 1.0W Gust Response Factor :1.10 Dead Load Factor :1.00 Wind Load Factor :1.00 60.00 mph Serviceability 23 Iterations Wind Importance Factor :1.00 Discrete Appurtenance Segment Forces (Factored) Elev (ft) Description Qty qz qzGh (psf) (psf) Orientation Factor Ka Total Horiz Vert Wind Mom Mom Dead EPAa Ecc Ecc FX Y Z Load (sf) (ft) (ft) (Ib) (Ib -ft) (Ib -ft) (Ib) 31.00 31.00 57.00 57.00 105.0 105.0 105.0 105.0 105.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 Decibel Round T -Arm Decibel DB844H65E- Round T -Arm Trimble Acutime 2000 Huawei RRU3702 Kathrein •840 10054 Andrew PX2F-52 Side Arms ClearComm CCDP- Commscope GPS Raycap RxxDC-3315- Raycap RCMDC-3315- Ericsson RRUS 11 w/ Ericsson RRUS 12 w/ Ericsson RRUS 12 w/ Antel BXA-80090/8CF Antel Antel OCT458KBU105L Flat Platform w/ Han 8 6.192 6.811 0.81 0.80 31.93 0.000 0.000 217.49 0.00 0.00 168.00 2 6.192 6.811 0.67 0.75 9.75 0.000 0.000 66.39 0.00 0.00 500.00 4 7.368 8.105 0.74 0.80 11.32 0.000 0.000 91.74 0.00 0.00 80.00 1 7.368 8.105 1.00 1.00 9.70 0.000 0.000 78.62 0.00 0.00 250.00 1 8.774 9.651 1.00 1.00 0.30 0.000 0.000 2.90 0.00 0.00 1.30 4 8.774 9.651 0.67 0.80 4.74 0.000 0.000 45.73 0.00 0.00 176.00 4 8.774 9.651 0.65 0.80 9.53 0.000 0.000 91.94 0.00 0.00 140.00 2 8.774 9.651 1.00 0.80 8.37 0.000 0.000 80.76 0.00 0.00 28.00 1 8.774 9.651 0.67 1.00 5.70 0.000 0.000 54.96 0.00 0.00 560.00 6 9.115 10.026 0.50 0.75 1.01 0.000 0.000 10.15 0.00 0.00 42.00 3 9.115 10.026 0.50 0.75 1.02 0.000 0.000 10.26 0.00 0.00 66.00 1 9.115 10.026 1.00 0.75 0.75 0.000 0.000 7.52 0.00 0.00 10.00 1 9.115 10.026 0.67 0.75 1.26 0.000 0.000 12.65 0.00 0.00 32.00 1 9.115 10.026 0.67 0.75 1.47 0.000 0.000 14.76 0.00 0.00 21.40 3 9.115 10.026 0.67 0.75 4.91 0.000 0.000 49.27 0.00 0.00 216.00 3 9.115 10.026 0.67 0.75 5.53 0.000 0.000 55.47 0.00 0.00 214.50 3 9.115 10.026 0.67 0.75 5.53 0.000 0.000 55.47 0.00 0.00 214.50 3 9.115 10.026 0.67 0.75 12.50 0.000 0.000 125.32 0.00 0.00 69.00 3 9.115 10.026 0.67 0.75 13.30 0.000 0.000 133.31 0.00 0.00 108.00 6 9.115 10.026 0.78 0.75 47.07 0.000 0.000 471.93 0.00 0.00 450.00 1 9.115 10.026 0.67 1.00 28.41 0.000 0.000 284.83 0.00 0.00 2,000.00 1,961.47 5,346.70 Page: 26 Site Number: 83050 Site Name: Customer: Riverton, WA Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number: OAA686726_C3_01 10/13/2016 9:20:30 PM Load Case: 1.0D + 1.ow Gust Response Factor :1.10 Dead Load Factor :1.00 Wind Load Factor :1.00 60.00 mph Serviceability 23 Iterations Wind Importance Factor :1.00 Linear Appurtenance Segment Forces (Factored) Seg Top Elev (ft) Description 10.00 (12) 1 5/8" Coax 10.00 (1) 1.1" (27.9mm) 10.00 (1) 1.53" Hybrid 10.00 (2) 1/2" Coax 10.00 (13) 5/16" Coax 10.00 (5) 1 5/8" Coax 10.00 (10) 1 5/8" Coax 15.00 (12) 1 5/8" Coax 15.00 (1) 1.1" (27.9mm) 15.00 (1) 1.53" Hybrid 15.00 (2) 1/2" Coax 15.00 (13) 5/16" Coax 15.00 (5) 1 5/8" Coax 15.00 (10) 1 5/8" Coax 20.00 (12) 1 5/8" Coax 20.00 (1) 1.1" (27.9mm) 20.00 (1) 1.53" Hybrid 20.00 (2) 1/2" Coax 20.00 (13) 5/16" Coax 20.00 (5) 1 5/8" Coax 20.00 (10) 1 5/8" Coax 25.00 (12) 1 5/8" Coax 25.00 (1) 1.1" (27.9mm) 25.00 (1) 1.53" Hybrid 25.00 (2) 1/2" Coax 25.00 (13) 5/16" Coax 25.00 (5) 1 5/8" Coax 25.00 (10) 1 5/8" Coax 30.00 (12) 1 5/8" Coax 30.00 (1) 1.1" (27.9mm) 30.00 (1) 1.53" Hybrid 30.00 (2) 1/2" Coax 30.00 (13) 5/16" Coax 30.00 (5) 1 5/8" Coax 30.00 (10) 1 5/8" Coax 31.00 (12) 1 5/8" Coax 31.00 (1) 1.1" (27.9mm) 31.00 (1) 1.53" Hybrid 31.00 (2) 1/2" Coax 31.00 (13) 5/16" Coax 31.00 (5) 1 5/8" Coax 31.00 (10) 1 5/8" Coax 35.00 (12) 1 5/8" Coax 35.00 (1) 1.1" (27.9mm) 35.00 (1) 1.53" Hybrid 35.00 (2) 1/2" Coax 35.00 (13) 5/16" Coax 35.00 (5) 1 5/8" Coax 40.00 (12) 1 5/8" Coax 40.00 (1) 1.1" (27.9mm) 40.00 (1) 1.53" Hybrid Exposed Cf Exposed Length Width Area CaAa qz Adjust F X To Wind (ft) Ca (in) (sqft) (sqft) (psf) Ra Factor (Ib) Dead Load (Ib) No 5.00 0.00 0.00 0.00 0.00 6.129 0.109 1.028 0.00 49.19 No 5.00 0.00 0.00 0.00 0.00 6.129 0.109 1.028 0.00 2.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.109 1.028 0.00 8.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.109 1.028 0.00 1.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.109 1.028 0.00 2.93 Yes 5.00 0.00 1.98 0.82 0.00 6.129 0.109 1.028 0.00 20.50 Yes 5.00 0.00. 1.98 0.82 0.00 6.129 0.109 1.028 0.00 40.99 No 5.00 0.00 0.00 0.00 0.00 6.129 0.112 1.037 0.00 49.19 No 5.00 0.00 0.00 0.00 0.00 6.129 0.112 1.037 0.00 2.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.112 1.037 0.00 8.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.112 1.037 0.00 1.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.112 1.037 0.00 2.93 Yes 5.00 0.00 1.98 0.82 0.00 6.129 0.112 1.037 0.00 20.50 Yes 5.00 0.00 1.98 0.82 0.00 6.129 0.112 1.037 0.00 40.99 No 5.00 0.00 0.00 0.00 0.00 6.129 0.115 1.046 0.00 49.19 No 5.00 0.00 0.00 0.00 0.00 6.129 0.115 1.046 0.00 2.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.115 1.046 0.00 8.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.115 1.046 0.00 1.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.115 1.046 0.00 2.93 Yes 5.00 0.00 1.98 0.82 0.00 6.129 0.115 1.046 0.00 20.50 Yes 5.00 0.00 1.98 0.82 0.00 6.129 0.115 1.046 0.00 40.99 No 5.00 0.00 0.00 0.00 0.00 6.129 0.119 1.056 0.00 49.19 No 5.00 0.00 0.00 0.00 0.00 6.129 0.119 1.056 0.00 2.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.119 1.056 0.00 8.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.119 1.056 0.00 1.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.119 1.056 0.00 2.93 Yes 5.00 0.00 1.98 0.82 0.00 6.129 0.119 1.056 0.00 20.50 Yes 5.00 0.00 1.98 0.82 0.00 6.129 0.119 1.056 0.00 40.99 No 5.00 0.00 0.00 0.00 0.00 6.129 0.122 1.066 0.00 49.19 No 5.00 0.00 0.00 0.00 0.00 6.129 0.122 1.066 0.00 2.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.122 1.066 0.00 8.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.122 1.066 0.00 1.50 No 5.00 0.00 0.00 0.00 0.00 6.129 0.122 1.066 0.00 2.93 Yes 5.00 0.00 1.98 0.82 0.00 6.129 0.122 1.066 0.00 20.50 Yes 5.00 0.00 1.98 0.82 0.00 6.129 0.122 1.066 0.00 40.99 No 1.00 0.00 0.00 0.00 0.00 6.163 0.124 1.072 0.00 9.84 No 1.00 0.00 0.00 0.00 0.00 6.163 0.124 1.072 0.00 0.50 No 1.00 0.00 0.00 0.00 0.00 6.163 0.124 1.072 0.00 1.70 No 1.00 0.00 0.00 0.00 0.00 6.163 0.124 1.072 0.00 0.30 No 1.00 0.00 0.00 0.00 0.00 6.163 0.124 1.072 0.00 0.59 Yes 1.00 0.00 1.98 0.17 0.00 6.163 0.124 1.072 0.00 4.10 Yes 1.00 0.00 1.98 0.17 0.00 6.163 0.124 1.072 0.00 8.20 No 4.00 0.00 0.00 0.00 0.00 6.303 0.063 0.000 0.00 39.36 No 4.00 0.00 0.00 0.00 0.00 6.303 0.063 0.000 0.00 2.00 No 4.00 0.00 0.00 0.00 0.00 6.303 0.063 0.000 0.00 6.80 No 4.00 0.00 0.00 0.00 0.00 6.303 0.063 0.000 0.00 1.20 No 4.00 0.00 0.00 0.00 0.00 6.303 0.063 0.000 0.00 2.34 Yes 4.00 0.00 1.98 0.66 0.00 6.303 0.063 0.000 0.00 16.40 No 5.00 0.00 0.00 0.00 0.00 6.538 0.065 0.000 0.00 49.19 No 5.00 0.00 0.00 0.00 0.00 6.538 0.065 0.000 0.00 2.50 No 5.00 0.00 0.00 0.00 0.00 6.538 0.065 0.000 0.00 8.50 Page: 27 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number: OAA686726_C3_01 10/13/2016 9:20:31 PM Load Case: 1.0D + 1.0W Gust Response Factor :1.10 Dead Load Factor :1.00 Wind Load Factor :1.00 60.00 mph Serviceability 23 Iterations Wind Importance Factor :1.00 40.00 40.00 40.00 45.00 45.00 45.00 45.00 45.00 45.00 50.00 50.00 50.00 50.00 50.00 50.00 55.00 55.00 55.00 55.00 55.00 55.00 57.00 57.00 57.00 57.00 57.00 57.00 60.00 60.00 60.00 60.00 60.00 65.00 65.00 65.00 65.00 65.00 70.00 70.00 70.00 70.00 70.00 75.00 75.00 75.00 75.00 75.00 80.00 80.00 80.00 80.00 80.00 85.00 85.00 85.00 85.00 85.00 (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (5) 1 5/8" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax No 5.00 0.00 0.00 0.00 0.00 6.538 0.065 0.000 0.00 1.50 No 5.00 0.00 0.00 0.00 0.00 6.538 0.065 0.000 0.00 2.93 Yes 5.00 0.00 1.98 0.82 0.00 6.538 0.065 0.000 0.00 20.50 No 5.00 0.00 0.00 0.00 0.00 6.776 0.067 0.000 0.00 49.19 No 5.00 0.00 0.00 0.00 0.00 6.776 0.067 0.000 0.00 2.50 No 5.00 0.00 0.00 0.00 0.00 6.776 0.067 0.000 0.00 8.50 No 5.00 0.00 0.00 0.00 0.00 6.776 0.067 0.000 0.00 1.50 No 5.00 0.00 0.00 0.00 0.00 6.776 0.067 0.000 0.00 2.93 Yes 5.00 0.00 1.98 0.82 0.00 6.776 0.067 0.000 0.00 20.50 No 5.00 0.00 0.00 0.00 0.00 6.994 0.069 0.000 0.00 49.19 No 5.00 0.00 0.00 0.00 0.00 6.994 0.069 0.000 0.00 2.50 No 5.00 0.00 0.00 0.00 0.00 6.994 0.069 0.000 0.00 8.50 No 5.00 0.00 0.00 0.00 0.00 6:994 0.069 0.000 0.00 1.50 No 5.00 0.00 0.00 0.00 0.00 6.994 0.069 0.000 0.00 2.93 Yes 5.00 0.00 1.98 0.82 0.00 6.994 0.069 0.000 0.00 20.50 No 5.00 0.00 0.00 0.00 0.00 7.197 0.071 0.000 0.00 49.19 No 5.00 0.00 0.00 0.00 0.00 7.197 0.071 0.000 0.00 2.50 No 5.00 0.00 0.00 0.00 0.00 7.197 0.071 0.000 0.00 8.50 No 5.00 0.00 0.00 0.00 0.00 7.197 0.071 0.000 0.00 1.50 No 5.00 0.00 0.00 0.00 0.00 7.197 0.071 0.000 0.00 2.93 Yes 5.00 0.00 1.98 0.82 0.00 7.197 0.071 0.000 0.00 20.50 No 2.00 0.00 0.00 0.00 0.00 7.331 0.073 0.000 0.00 19.68 No 2.00 0.00 0.00 0.00 0.00 7.331 0.073 0.000 0.00 1.00 No 2.00 0.00 0.00 0.00 0.00 7.331 0.073 0.000 0.00 3.40 No 2.00 0.00 0.00 0.00 0.00 7.331 0.073 0.000 0.00 0.60 No 2.00 0.00 0.00 0.00 0.00 7.331 0.073 0.000 0.00 1.17 Yes 2.00 0.00 1.98 0.33 0.00 7.331 0.073 0.000 0.00 8.20 No 3.00 0.00 0.00 0.00 0.00 7.423 0.000 0.000 0.00 29.52 No 3.00 0.00 0.00 0.00 0.00 7.423 0.000 0.000 0.00 1.50 No 3.00 0.00 0.00 0.00 0.00 7.423 0.000 0.000 0.00 5.10 No 3.00 0.00 0.00 0.00 0.00 7.423 0.000 0.000 0.00 0.90 No 3.00 0.00 0.00 0.00 0.00 7.423 0.000 0.000 0.00 1.76 No 5.00 0.00 0.00 0.00 0.00 7.565 0.000 0.000 0.00 49.19 No 5.00 0.00 0.00 0.00 0.00 7.565 0.000 0.000 0.00 2.50 No 5.00 0.00 0.00 0.00 0.00 7.565 0.000 0.000 0.00 8.50 No 5.00 0.00 0.00 0.00 0.00 7.565 0.000 0.000 0.00 1.50 No 5.00 0.00 0.00 0.00 0.00 7.565 0.000 0.000 0.00 2.93 No 5.00 0.00 0.00 0.00 0.00 7.733 0.000 0.000 0.00 49.19 No 5.00 0.00 0.00 0.00 0.00 7.733 0.000 0.000 0.00 2.50 No 5.00 0.00 0.00 0.00 0.00 7.733 0.000 0.000 0.00 8.50 No 5.00 0.00 0.00 0.00 0.00 7.733 0.000 0.000 0.00 1.50 No 5.00 0.00 0.00 0.00 0.00 7.733 0.000 0.000 0.00 2.93 No 5.00 0.00 0.00 0.00 0.00 7.893 0.000 0.000 0.00 49.19 No 5.00 0.00 0.00 0.00 0.00 7.893 0.000 0.000 0.00 2.50 No 5.00 0.00 0.00 0.00 0.00 7.893 0.000 0.000 0.00 8.50 No 5.00 0.00 0.00 0.00 0.00 7.893 0.000 0.000 0.00 1.50 No 5.00 0.00 0.00 0.00 0.00 7.893 0.000 0.000 0.00 2.93 No 5.00 0.00 0.00 0.00 0.00 8.044 0.000 0.000 0.00 49.19 No 5.00 0.00 0.00 0.00 0.00 8.044 0.000 0.000 0.00 2.50 No 5.00 0.00 0.00 0.00 0.00 8.044 0.000 0.000 0.00 8.50 No 5.00 0.00 0.00 0.00 0.00 8.044 0.000 0.000 0.00 1.50 No 5.00 0.00 0.00 0.00 0.00 8.044 0.000 0.000 0.00 2.93 No 5.00 0.00 0.00 0.00 0.00 8.189 0.000 0.000 0.00 49.19 No 5.00 0.00 0.00 0.00 0.00 8.189 0.000 0.000 0.00 2.50 No 5.00 0.00 0.00 0.00 0.00 8.189 0.000 0.000 0.00 8.50 No 5.00 0.00 0.00 0.00 0.00 8.189 0.000 0.000 0.00 1.50 No 5.00 0.00 0.00 0.00 0.00 8.189 0.000 0.000 0.00 2.93 Page: 28 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:31 PM Load Case: 1.0D + 1.0W Gust Response Factor :1.10 Dead Load Factor :1.00 Wind Load Factor :1.00 60.00 mph Serviceability 23 Iterations Wind Importance Factor :1.00 90.00 90.00 90.00 90.00 90.00 95.00 95.00 95.00 95.00 95.00 100.0 100.0 100.0 100.0 100.0 105.0 105.0 105.0 105.0 105.0 110.0 110.0 110.0 115.0 115.0 115.0 120.0 120.0 120.0 (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (2) 1/2" Coax (13) 5/16" Coax (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid (12) 1 5/8" Coax (1) 1.1" (27.9mm) (1) 1.53" Hybrid No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 No 5.00 0.00 0.00 0.00 0.00 Page: 29 8.328 0.000 0.000 0.00 49.19 8.328 0.000 0.000 0.00 2.50 8.328 0.000 0.000 0.00 8.50 8.328 0.000 0.000 0.00 1.50 8.328 0.000 0.000 0.00 2.93 8.462 0.000 0.000 0.00 49.19 8.462 0.000 0.000 0.00 2.50 8.462 0.000 0.000 0.00 8.50 8.462 0.000 0.000 0.00 1.50 8.462 0.000 0.000 0.00 2.93 8.590 0.000 0.000 0.00 49.19 8.590 0.000 0.000 0.00 2.50 8.590 0.000 0.000 0.00 8.50 8.590 0.000 0.000 0.00 1.50 8.590 0.000 0.000 0.00 2.93 8.713 0.000 0.000 0.00 49.19 8.713 0.000 0.000 0.00 2.50 8.713 0.000 0.000 0.00 8.50 8.713 0.000 0.000 0.00 1.50 8.713 0.000 0.000 0.00 2.93 8.833 0.000 0.000 0.00 49.19 8.833 0.000 0.000 0.00 2.50 8.833 0.000 0.000 0.00 8.50 8.948 0.000 0.000 0.00 49.19 8.948 0.000 0.000 0.00 2.50 8.948 0.000 0.000 0.00 8.50 9.060 0.000 0.000 0.00 49.19 9.060 0.000 0.000 0.00 2.50 9.060 0.000 0.000 0.00 8.50 Totals: 0.00 1,899.31 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:31 PM Load Case: 1.0D + 1.0w Gust Response Factor :1.10 Dead Load Factor :1.00 Wind Load Factor :1.00 60.00 mph Serviceability 23 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 31.00 Appertunance(s) 35.00 40.00 Top - Section 1 45.00 50.00 55.00 57.00 Appertunance(s) 60.00 65.00 70.00 75.00 80.00 85.00 Top - Section 2 90.00 95.00 100.00 105.00 Appertunance(s) 110.00 115.00 120.00 Appertunance(s) 52.1 0.0 0.0 0.0 52.1 0.0 0.0 0.0 102.9 608.4 0.0 0.0 102.9 608.4 0.0 0.0 100.3 593.0 0.0 126.1 100.3 719.1 0.0 0.0 97.7 577.6 0.0 126.1 97.7 703.7 0.0 0.0 95.1 562.2 0.0 126.1 95.1 688.3 0.0 0.0 92.5 546.8 0.0 126.1 92.5 672.9 0.0 0.0 54.6 531.4 0.0 126.1 54.6 657.5 0.0 0.0 45.3 104.4 283.9 0.0 0.0 668.0 0.0 25.2 329.2 797.6 0.0 0.0 82.2 411.5 0.0 68.1 82.2 479.6 0.0 0.0 91.9 500.6 0.0 85.1 91.9 585.7 0.0 0.0 92.1 437.1 0.0 85.1 92.1 522.2 0.0 0.0 91.9 423.2 0.0 85.1 91.9 508.4 0.0 0.0 64.1 409.4 0.0 85.1 64.1 494.5 0.0 0.0 45.5 159.9 170.4 0.0 0.0 330.0 0.0 34.0 215.8 523.9 0.0 0.0 72.2 235.6 0.0 38.8 72.2 274.4 0.0 0.0 89.3 381.6 0.0 64.6 89.3 446.3 0.0 0.0 87.8 367.8 0.0 64.6 87.8 432.4 0.0 0.0 86.2 353.9 0.0 64.6 86.2 418.5 0.0 0.0 84.3 340.0 0.0 64.6 84.3 404.7 0.0 0.0 82.3 326.2 0.0 64.6 82.3 390.8 0.0 0.0 80.1 278.0 0.0 64.6 80.1 342.7 0.0 0.0 77.7 265.7 0.0 64.6 77.7 330.3 0.0 0.0 75.1 253.4 0.0 64.6 75.1 318.0 0.0 0.0 72.4 241.1 276.3 0.0 0.0 905.3 0.0 64.6 348.7 1,211.0 0.0 0.0 69.6 228.7 0.0 60.2 69.6 288.9 0.0 0.0 66.6 216.4 0.0 60.2 66.6 276.6 0.0 0.0 32.6 204.1 1,230.9 0.0 0.0 3,443.4 0.0 60.2 1,263.5 3,707.7 0.0 0.0 Totals: 4,045.83 16,803.9 0.00 0.00 Page: 30 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. 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Engineering Number:OAA686726_C3_01 10/13/2016 9:20:31 PM Load Case: 1.0D + 1.0W Gust Response Factor :1.10 Dead Load Factor :1.00 Wind Load Factor :1.00 60.00 mph Serviceability 23 Iterations Wind Importance Factor :1.00 Calculated Forces Seg Pu Elev FY (-) (ft) (kips) Vu Tu Mu Mu FX (-) MY MZ MX (kips) (ft -kips) (ft -kips) (ft -kips) 0.00 -16.80 -4.00 0.00 5.00 -16.19 -3.92 0.00 10.00 -15.46 -3.84 0.00 15.00 -14.76 -3.76 0.00 20.00 -14.06 -3.68 0.00 25.00 -13.39 -3.60 0.00 30.00 -12.73 -3.55 0.00 31.00 -11.93 -3.23 0.00 35.00 -11.45 -3.16 0.00 40.00 -10.86 -3.07 0.00 40.00 -10.86 -3.07 0.00 45.00 -10.33 -2.99 0.00 50.00 -9.82 -2.91 0.00 55.00 -9.32 -2.85 0.00 57.00 -8.80 -2.63 0.00 60.00 -8.52 -2.56 0.00 65.00 -8.08 -2.48 0.00 70.00 -7.64 -2.39 0.00 75.00 -7.22 -2.31 0.00 80.00 -6.81 -2.23 0.00 85.00 -6.42 -2.14 0.00 85.00 -6.42 -2.14 0.00 90.00 -6.08 -2.06 0.00 95.00 -5.75 -1.98 0.00 100.00 -5.43 -1.91 0.00 105.00 -4.23 -1.53 0.00 110.00 -3.94 -1.45 0.00 115.00 -3.67 -1.38 0.00 120.00 0.00 -1.26 0.00 -326.85 -306.83 -287.22 -268.02 -249.21 -230.80 -212.79 -209.23 -196.32 -180.55 -180.55 -165.19 -150.24 -135.71 -130.02 -122.13 -109.32 -96.93 -84.97 -73.42 -62.29 -62.29 -51.57 -41.26 -31.33 -21.80 -14.16 -6.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Resultant Moment (ft-ki ps) 326.85 306.83 287.22 268.02 249.21 230.80 212.79 209.23 196.32 180.55 180.55 165.19 150.24 135.71 130.02 122.13 109.32 96.93 84.97 73.42 62.29 62.29 51.57 41.26 31.33 21.80 14.16 6.89 0.00 Page: 31 phi phi Pn Vn (kips) (kips) 2,382.61 1,191.31 2,349.77 1,174.89 2,315.56 1,157.78 2,279.97 1,139.99 2,243.01 1,121.51 2,204.68 1,102.34 2,164.98 1,082.49 2,156.88 1,078.44 2,123.91 1,061.95 2,081.46 1,040.73 1,804.33 902.16 1,769.26 884.63 1,732.82 866.41 1,695.00 847.50 1,679.50 839.75 1,655.82 1,615.26 1,563.28 1,503.20 1,443.12 1,383.04 1,231.23 1,177.82 1,124.42 1,071.02 1,017.62 964.21 910.81 857.41 827.91 807.63 781.64 751.60 721.56 691.52 615.61 588.91 562.21 535.51 508.81 482.11 455.41 428.70 phi phi Total Tn Mn Deflect Rotation (ft -kips) (ft -kips) (in) (deg) Ratio 3,536.89 1,746.74 3,400.15 1,679.21 3,263.94 1,611.94 3,128.41 1,545.00 2,993.71 1,478.48 2,860.00 1,412.45 2,727.44 1,346.98 2,701.08 1,333.96 2,596.17 1,282.15 2,466.35 1,218.04 2,142.61 1,058.15 2,034.72 1,004.87 1,927.93 1,822.40 1,780.57 1,718.27 1,615.70 1,505.17 1,391.05 1,281.42 1,176.29 1,050.33 960.67 875.02 793.36 715.70 642.05 572.39 506.73 952.13 900.01 879.35 848.59 797.94 743.35 686.99 632.84 580.93 518.72 474.44 432.14 391.81 353.46 317.08 282.68 250.25 0.00 0.00 0.194 0.04 -0.08 0.190 0.16 -0.15 0.185 0.36 -0.23 0.180 0.64 -0.31 0.175 1.00 -0.38 0.169 1.45 -0.46 0.164 1.55 -0.48 0.162 1.98 -0.54 0.159 2.59 -0.62 0.153 2.59 -0.62 0.177 3.28 -0.70 0.170 4.07 -0.79 0.163 4.94 -0.88 0.156 5.32 -0.92 0.153 5.92 -0.97 0.149 6.98 -1.06 0.142 8.14 -1.15 0.135 9.39 -1.24 0.128 10.73 -1.32 0.121 12.16 -1.40 0.112 12.16 -1.40 0.125 13.68 -1.48 0.114 15.28 -1.57 0.101 16.96 -1.64 0.085 18.71 -1.70 0.066 20.52 -1.75 0.049 22.37 -1.79 0.028 24.25 -1.80 0.000 Site Number: 83050 Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. 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Site Name: Riverton, WA Customer: Verizon Wireless Engineering Number:OAA686726_C3_01 10/13/2016 9:20:31 PM Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period (S s): 1.50 Spectral Response Acceleration at 1.0 Second Period (S i): 0.56 Long -Period Transition Period (T �): 6 Importance Factor (I E): 1.00 Site Coefficient F a: 1.00 Site Coeffiecient F ,,: 1.50 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (S ds): 1.00 Design Spectral Response Acceleration at 1.0 Second Period (S di): 0.56 Seismic Response Coefficient (C s): 0.15 Upper Limit C s 0.15 Lower Limit C 0.04 Period based on Rayleigh Method (sec): 2.48 Redundancy Factor (p): 1.30 Seismic Force Distribution Exponent (k): 1.99 Total Unfactored Dead Load: 16.80 k Seismic Base Shear (E): 3.30 k Load Case 1.2D + 1.0E ELFM Dead Load with Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight WZ Force Force Segment (ft) (Ib) (Ib -ft) Cy. (Ib) (Ib) 26 117.50 264 3,475 0.036 118 370 25 112.50 277 3,335 0.034 113 387 24 107.50 289 3,183 0.033 108 404 23 102.50 306 3,063 0.031 104 428 22 97.50 318 2,884 0.030 98 445 21 92.50 330 2,698 0.028 91 462 20 87.50 343 2,506 0.026 85 480 19 82.50 391 2,542 0.026 86 547 18 77.50 405 2,324 0.024 79 566 17 72.50 419 2,105 0.022 71 586 16 67.50 432 1,887 0.019 64 605 15 62.50 446 1,671 0.017 57 625 14 58.50 274 901 0.009 30 384 13 56.00 194 584 0.006 20 271 12 52.50 494 1,309 0.013 44 692 11 47.50 508 1,102 0.011 37 711 10 42.50 522 908 0.009 31 731 9 37.50 586 794 0.008 27 820 8 33.00 480 504 0.005 17 671 7 30.50 130 116 0.001 4 181 6 27.50 657 481 0.005 16 920 5 22.50 673 330 0.003 11 942 4 17.50 688 205 0.002 7 963 Page: 32 Site Number: 83050 Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Site Name: Riverton, WA Customer: Verizon Wireless Engineering Number:OAA686726_C3_01 10/13/2016 9:20:31 PM 3 12.50 704 107 0.001 4 985 2 7.50 719 40 0.000 1 1,006 1 2.50 608 4 0.000 0 852 ClearComm CCDP-565-1 120.00 42 576 0.006 19 59 Commscope E15R05P19 120.00 66 905 0.009 31 92 GPS 120.00 10 137 0.001 5 14 Raycap RxxDC-3315-PF 120.00 32 439 0.005 15 45 Raycap RCMDC-3315-PF 120.00 21 293 0.003 10 30 Ericsson RRUS 11 w/ 120.00 216 2,961 0.030 100 302 Ericsson RRUS 12 w/ 120.00 214 2,941 0.030 99 300 Ericsson RRUS 12 w/ 120.00 214 2,941 0.030 99 300 Antel BXA-80090/8CF 120.00 69 946 0.010 32 97 Antel CWWX063X19G00 120.00 108 1,481 0.015 50 151 Ante! OCT458KBU105L 120.00 450 6,170 0.063 209 630 Flat Platform w/ Han 120.00 2,000 27,421 0.281 927 2,799 Trimble Acutime 2000 105.00 1 14 0.000 0 2 Huawei RRU3702 105.00 176 1,850 0.019 63 246 Kathrein 840 10054 105.00 140 1,472 0.015 50 196 Andrew PX2F-52 105.00 28 294 0.003 10 39 Side Arms 105.00 560 5,886 0.060 199 784 Decibel DB844H65E-XY 57.00 80 249 0.003 8 112 Round T -Arm 57.00 250 779 0.008 26 350 Decibel DB844G45ZAXY 31.00 168 156 0.002 5 235 Round T -Arm 31.00 500 464 0.005 16 700 16,804 97,431 1.000 3,295 23,519 Load Case 0.9D + 1.0E ELFM Dead Load with Seismic (Reduced DL) Equivalent Lateral Force Height Above Horizontal Vertical Base Weight W Z Force Force Segment (ft) (Ib) (Ib -ft) C vx (Ib) (Ib) 26 117.50 264 3,475 0.036 118 185 25 112.50 277 3,335 0.034 113 194 24 107.50 289 3,183 0.033 108 202 23 102.50 306 3,063 0.031 104 214 22 97.50 318 2,884 0.030 98 223 21 92.50 330 2,698 0.028 91 231 20 87.50 343 2,506 0.026 85 240 19 82.50 391 2,542 0.026 86 274 18 77.50 405 2,324 0.024 79 283 17 72.50 419 2,105 0.022 71 293 16 67.50 432 1,887 0.019 64 303 15 62.50 446 1,671 0.017 57 313 14 58.50 274 901 0.009 30 192 13 56.00 194 584 0.006 20 136 12 52.50 494 1,309 0.013 44 346 11 47.50 508 1,102 0.011 37 356 10 42.50 522 908 0.009 31 366 9 37.50 586 794 0.008 27 410 8 33.00 480 504 0.005 17 336 7 30.50 130 116 0.001 4 91 6 27.50 657 481 0.005 16 460 5 22.50 673 330 0.003 11 471 4 17.50 688 205 0.002 7 482 3 12.50 704 107 0.001 4 493 2 7.50 719 40 0.000 1 504 1 2.50 608 4 0.000 0 426 ClearComm CCDP-565-1 120.00 42 576 0.006 19 29 Commscope E15R05P19 120.00 66 905 0.009 31 46 GPS 120.00 10 137 0.001 5 7 Raycap RxxDC-3315-PF 120.00 32 439 0.005 15 22 Page: 33 Site Number: 83050 Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. 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Site Name: Customer: Riverton, WA Verizon Wireless Engineering Number:OAA686726_C3_01 10/13/2016 9:20:31 PM Raycap RCMDC-3315-PF Ericsson RRUS 11 w/ Ericsson RRUS 12 w/ Ericsson RRUS 12 w/ Antel BXA-80090/8CF Antel CWWX063X19G00 Antel OCT458KBU105L Flat Platform w/ Han Trimble Acutime 2000 Huawei RRU3702 Kathrein 840 10054 Andrew PX2F-52 Side Arms Decibel DB844H65E-XY Round T -Arm Decibel DB844G45ZAXY Round T -Arm 120.00 21 293 0.003 10 15 120.00 216 2,961 0.030 100 151 120.00 214 2,941 0.030 99 150 120.00 214 2,941 0.030 99 150 120.00 69 946 0.010 32 48 120.00 108 1,481 0.015 50 76 120.00 450 6,170 0.063 209 315 120.00 2,000 27,421 0.281 927 1,401 105.00 1 14 0.000 0 1 105.00 176 1,850 0.019 63 123 105.00 140 1,472 0.015 50 98 105.00 28 294 0.003 10 20 105.00 560 5,886 0.060 199 392 57.00 80 249 0.003 8 56 57.00 250 779 0.008 26 175 31.00 168 156 0.002 5 118 31.00 500 464 0.005 16 350 16,804 Page: 34 97,431 1.000 3,295 11,770 Site Number: 83050 Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. 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Site Name: Riverton, WA Customer: Verizon Wireless Engineering Number:0AA686726_C3_01 10/13/2016 9:20:31 PM Load Case 1.2D + 1.0E ELFM Dead Load with 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 -22.66 -3.31 0.00 -359.38 0.00 359.38 2,382.61 1,191.31 3,536.89 1,746.74 0.00 0.00 0.215 5.00 -21.65 -3.34 0.00 -342.83 0.00 342.83 2,349.77 1,174.89 3,400.15 1,679.21 0.04 -0.08 0.213 10.00 -20.66 -3.37 0.00 -326.12 0.00 326.12 2,315.56 1,157.78 3,263.94 1,611.94 0.18 -0.17 0.211 15.00 -19.69 -3.39 0.00 -309.29 0.00 309.29 2,279.97 1,139.99 3,128.41 1,545.00 0.40 -0.26 0.209 20.00 -18.75 -3.40 0.00 -292.35 0.00 292.35 2,243.01 1,121.51 2,993.71 1,478.48 0.72 -0.35 0.206 25.00 -17.82 -3.41 0.00 -275.35 0.00 275.35 2,204.68 1,102.34 2,860.00 1,412.45 1.13 -0.44 0.203 30.00 -17.64 -3.42 0.00 -258.31 0.00 258.31 2,164.98 1,082.49 2,727.44 1,346.98 1.64 -0.53 0.200 31.00 -16.03 -3.38 0.00 -254.90 0.00 254.90 2,156.88 1,078.44 2,701.08 1,333.96 1.76 -0.55 0.199 35.00 -15.20 -3.37 0.00 -241.38 0.00 241.38 2,123.911,061.95 2,596.17 1,282.15 2.26 -0.63 0.195 40.00 -14.47 -3.35 0.00 -224.54 0.00 224.54 2,081.46 1,040.73 2,466.35 1,218.04 2.97 -0.73 0.191 40.00 -14.47 -3.35 0.00 -224.54 0.00 224.54 1,804.33 902.16 2,142.61 1,058.15 2.97 -0.73 0.220 45.00 -13.75 -3.33 0.00 -207.77 0.00 207.77 1,769.26 884.63 2,034.72 1,004.87 3.79 -0.83 0.215 50.00 -13.05 -3.30 0.00 -191.11 0.00 191.11 1,732.82 866.41 1,927.93 952.13 4.72 -0.94 0.208 55.00 -12.78 -3.30 0.00 -174.59 0.00 174.59 1,695.00 847.50 1,822.40 900.01 5.77 -1.06 0.202 57.00 -11.93 -3.23 0.00 -168.00 0.00 168.00 1,679.50 839.75 1,780.57 879.35 6.23 -1.11 0.198 60.00 -11.30 -3.18 0.00 -158.31 0.00 158.31 1,655.82 827.91 1,718.27 848.59 6.94 -1.18 0.193 65.00 -10.69 -3.12 0.00 -142.43 0.00 142.43 1,615.26 807.63 1,615.70 797.94 8.24 -1.29 0.185 70.00 -10.10 -3.06 0.00 -126.82 0.00 126.82 1,563.28 781.64 1,505.17 743.35 9.65 -1.41 0.177 75.00 -9.53 -2.98 0.00 -111.53 0.00 111.53 1,503.20 751.60 1,391.05 686.99 11.19 -1.52 0.169 80.00 -8.98 -2.90 0.00 -96.62 0.00 96.62 1,443.12 721.56 1,281.42 632.84 12.84 -1.63 0.159 85.00 -8.50 -2.82 0.00 -82.12 0.00 82.12 1,383.04 691.52 1,176.29 580.93 14.61 -1.74 0.148 85.00 -8.50 -2.82 0.00 -82.12 0.00 82.12 1,231.23 615.61 1,050.33 518.72 14.61 -1.74 0.165 90.00 -8.03 -2.73 0.00 -68.04 0.00 68.04 1,177.82 588.91 960.67 474.44 16.49 -1.85 0.150 95.00 -7.59 -2.63 0.00 -54.41 0.00 54.41 1,124.42 562.21 875.02 432.14 18.48 -1.95 0.133 100.00 -7.16 -2.52 0.00 -41.28 0.00 41.28 1,071.02 535.51 793.36 391.81 20.58 -2.05 0.112 105.00 -5.50 -2.04 0.00 -28.68 0.00 28.68 1,017.62 508.81 715.70 353.46 22.78 -2.13 0.087 110.00 -5.12 -1.91 0.00 -18.50 0.00 18.50 964.21 482.11 642.05 317.08 25.05 -2.20 0.064 115.00 -4.75 -1.78 0.00 -8.92 0.00 8.92 910.81 455.41 572.39 282.68 27.38 -2.24 0.037 120.00 0.00 -1.60 0.00 0.00 0.00 0.00 857.41 428.70 506.73 250.25 29.74 -2.26 0.000 Page: 35 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. 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Engineering Number:0AA686726_C3_01 10/13/2016 9:20:31 PM Load Case 0.9D + 1.0E ELFM Calculated Forces Seg Elev (ft) Pu Vu FY (-) FX (-) (kips) (kips) Tu MY (ft -kips) Dead Load with Seismic (Reduced DL) Equivalent Lateral Forc Mu Mu Resultant MZ MX Moment (ft -kips) (ft -kips) (ft -kips) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 31.00 35.00 40.00 40.00 45.00 50.00 55.00 57.00 60.00 65.00 70.00 75.00 80.00 85.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 -11.34 -10.83 -10.33 -9.85 -9.37 -8.91 -8.81 -8.01 -7.59 -7.22 -7.22 -6.86 -6.51 -6.37 -5.94 -5.63 -5.32 -5.02 -4.74 -4.46 -4.22 -4.22 -3.98 -3.76 -3.55 -2.72 -2.53 -2.35 0.00 -3.30 -3.32 -3.33 -3.33 -3.33 -3.33 -3.33 -3.29 -3.27 -3.25 -3.25 -3.22 -3.18 -3.17 -3.10 -3.05 -2.99 -2.92 -2.84 -2.76 -2.68 -2.68 -2.58 -2.49 -2.38 -1.93 -1.81 -1.69 -1.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 -347.09 -330.58 -313.99 -297.36 -280.69 -264.03 -247.38 -244.05 -230.88 -214.51 -214.51 -198.26 -182.15 -166.23 -159.89 -150.58 -135.33 -120.38 -105.77 -91.55 -77.75 -77.75 -64.37 -51.45 -39.01 -27.11 -17.47 -8.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 347.09 330.58 313.99 297.36 280.69 264.03 247.38 244.05 230.88 214.51 214.51 198.26 182.15 166.23 159.89 150.58 135.33 120.38 105.77 91.55 77.75 77.75 64.37 51.45 39.01 27.11 17.47 8.43 0.00 Page: 36 phi phi Pn Vn (kips) (kips) 2,382.61 1,191.31 2,349.77 1,174.89 2,315.56 1,157.78 2,279.97 1,139.99 2,243.01 1,121.51 2,204.68 1,102.34 2,164.98 1,082.49 2,156.88 1,078.44 2,123.91 1,061.95 2,081.46 1,040.73 1,804.33 902.16 1,769.26 884.63 1,732.82 866.41 1,695.00 847.50 1,679.50 839.75 1,655.82 827.91 1,615.26 807.63 1,563.28 781.64 1,503.20 751.60 1,443.12 721.56 1,383.04 691.52 1,231.23 615.61 1,177.82 588.91 1,124.42 562.21 1,071.02 535.51 1,017.62 508.81 964.21 482.11 910.81 455.41 857.41 428.70 phi Tn phi Mn (ft -kips) (ft -kips) 3,536.89 1,746.74 3,400.15 1,679.21 3,263.94 1,611.94 3,128.41 1,545.00 2,993.71 1,478.48 2,860.00 1,412.45 2,727.44 1,346.98 2,701.08 1,333.96 2,596.17 1,282.15 2,466.35 1,218.04 2,142.61 1,058.15 2,034.72 1,004.87 1,927.93 1,822.40 1,780.57 1,718.27 1,615.70 1,505.17 1,391.05 1,281.42 1,176.29 1,050.33 960.67 875.02 793.36 715.70 642.05 572.39 506.73 952.13 900.01 879.35 848.59 797.94 743.35 686.99 632.84 580.93 518.72 474.44 432.14 391.81 353.46 317.08 282.68 250.25 Total Deflect Rotation (in) (deg) Ratio 0.00 0.00 0.203 0.04 -0.08 0.201 0.17 -0.16 0.199 0.39 -0.25 0.197 0.69 -0.33 0.194 1.09 -0.42 0.191 1.58 -0.51 0.188 1.69 -0.53 0.187 2.17 -0.61 0.184 2.86 -0.70 0.180 2.86 -0.70 0.207 3.65 -0.80 0.201 4.54 -0.91 0.195 5.55 -1.01 0.188 5.98 -1.06 0.185 6.67 -1.13 0.181 7.91 -1.24 0.173 9.26 -1.35 0.165 10.73 -1.45 0.157 12.31 -1.56 0.148 14.00 -1.66 0.137 14.00 -1.66 0.153 15.79 -1.76 0.139 17.69 -1.86 0.122 19.69 -1.96 0.103 21.79 -2.03 0.079 23.95 -2.10 0.058 26.17 -2.14 0.032 28.42 -2.15 0.000 Site Number: 83050 Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. 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Site Name: Riverton, WA Customer: Verizon Wireless Engineering Number:OAA686726_C3_01 10/13/2016 9:20:31 PM Equivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSI/TIA-G, section 2.7) Spectral Response Acceleration for Short Period (S s): Spectral Response Acceleration at 1.0 Second Period (S Importance Factor (I E): Site Coefficient F a : Site Coefficient F v Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (S ds): Desing Spectral Response Acceleration at 1.0 Second Period (S Period Based on Rayleigh Method (sec): Redundancy Factor (p): 1): di ): 1.50 0.56 1.00 1.00 1.50 1.50 1.00 0.56 2.48 1.30 Load Case 1.2D + 1.0E EMAM Dead Load with Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (Ib) a b c Saz (Ib) (Ib) 26 117.50 264 1.812 1.594 0.998 1.643 376 370 25 112.50 277 1.661 0.980 0.756 1.183 284 387 24 107.50 289 1.517 0.543 0.563 0.791 198 404 23 102.50 306 1.379 0.245 0.410 0.464 123 428 22 97.50 318 1.248 0.054 0.292 0.202 56 445 21 92.50 330 1.123 -0.056 0.201 0.003 1 462 20 87.50 343 1.005 -0.109 0.134 -0.132 -39 480 19 82.50 391 0.893 -0.122 0.085 -0.205 -69 547 18 77.50 405 0.788 -0.110 0.051 -0.216 -76 566 17 72.50 419 0.690 -0.084 0.028 -0.171 -62 586 16 67.50 432 0.598 -0.052 0.014 -0.084 -31 605 15 62.50 446 0.513 -0.021 0.008 0.023 9 625 14 58.50 274 0.449 0.002 0.006 0.104 25 384 13 56.00 194 0.412 0.014 0.006 0.148 25 271 12 52.50 494 0.362 0.030 0.008 0.197 84 692 11 47.50 508 0.296 0.046 0.013 0.242 107 711 10 42.50 522 0.237 0.057 0.019 0.263 119 731 9 37.50 586 0.185 0.065 0.025 0.267 136 820 8 33.00 480 0.143 0.068 0.031 0.263 109 671 7 30.50 130 0.122 0.070 0.034 0.260 29 181 6 27.50 657 0.099 0.071 0.037 0.255 145 920 5 22.50 673 0.066 0.072 0.041 0.247 144 942 4 17.50 688 0.040 0.070 0.042 0.236 141 963 3 12.50 704 0.021 0.064 0.038 0.218 133 985 2 7.50 719 0.007 0.050 0.029 0.179 111 1,006 1 2.50 608 0.001 0.022 0.012 0.088 46 852 ClearComm CCDP-565- 120.00 42 1.890 1.980 1.140 1.899 69 59 Commscope 120.00 66 1.890 1.980 1.140 1.899 109 92 GPS 120.00 10 1.890 1.980 1.140 1.899 16 14 Raycap RxxDC-3315-PF 120.00 32 1.890 1.980 1.140 1.899 53 45 Raycap RCMDC-3315-PF 120.00 21 1.890 1.980 1.140 1.899 35 30 Ericsson RRUS 11 w/ 120.00 216 1.890 1.980 1.140 1.899 356 302 Ericsson RRUS 12 w/ 120.00 214 1.890 1.980 1.140 1.899 353 300 Ericsson RRUS 12 w/ 120.00 214 1.890 1.980 1.140 1.899 353 300 Page: 37 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:31 PM Antel BXA-80090/8CF 120.00 69 1.890 1.980 1.140 1.899 114 97 Antel CWWX063X19G00 120.00 108 1.890 1.980 1.140 1.899 178 151 Ante! OCT458KBU105L 120.00 450 1.890 1.980 1.140 1.899 741 630 Flat Platform w/ Han 120.00 2,000 1.890 1.980 1.140 1.899 3,292 2,799 Trimble Acutime 2000 105.00 1 1.447 0.379 0.482 0.619 1 2 Huawei RRU3702 105.00 176 1.447 0.379 0.482 0.619 94 246 Kathrein 840 10054 105.00 140 1.447 0.379 0.482 0.619 75 196 Andrew PX2F-52 105.00 28 1.447 0.379 0.482 0.619 15 39 Side Arms 105.00 560 1.447 0.379 0.482 0.619 301 784 Decibel DB844H65E-XY 57.00 80 0.426 0.010 0.006 0.131 9 112 Round T -Arm 57.00 250 0.426 0.010 0.006 0.131 28 350 Decibel DB844G45ZAXY 31.00 168 0.126 0.070 0.034 0.261 38 235 Round T -Arm 31.00 500 0.126 0.070 0.034 0.261 113 700 16,804 46.687 29.379 20.050 33.140 8,466 23,519 Load Case 0.9D + 1.0E EMAM Dead Load with Seismic (Reduced DL) Equivalent Modal Analysi Height Above Horizontal Vertical Base Weight Force Force (ft) (Ib) a b c Saz (Ib) (Ib) Segment 26 117.50 264 1.812 1.594 0.998 1.643 376 185 25 112.50 277 1.661 0.980 0.756 1.183 284 194 24 107.50 289 1.517 0.543 0.563 0.791 198 202 23 102.50 306 1.379 0.245 0.410 0.464 123 214 22 97.50 318 1.248 0.054 0.292 0.202 56 223 21 92.50 330 1.123 -0.056 0.201 0.003 1 231 20 87.50 343 1.005 -0.109 0.134 -0.132 -39 240 19 82.50 391 0.893 -0.122 0.085 -0.205 -69 274 18 77.50 405 0.788 -0.110 0.051 -0.216 -76 283 17 72.50 419 0.690 -0.084 0.028 -0.171 -62 293 16 67.50 432 0.598 -0.052 0.014 -0.084 -31 303 15 62.50 446 0.513 -0.021 0.008 0.023 9 313 14 58.50 274 0.449 0.002 0.006 0.104 25 192 13 56.00 194 0.412 0.014 0.006 0.148 25 136 12 52.50 494 0.362 0.030 0.008 0.197 84 346 11 47.50 508 0.296 0.046 0.013 0.242 107 356 10 42.50 522 0.237 0.057 0.019 0.263 119 366 9 37.50 586 0.185 0.065 0.025 0.267 136 410 8 33.00 480 0.143 0.068 0.031 0.263 109 336 7 30.50 130 0.122 0.070 0.034 0.260 29 91 6 27.50 657 0.099 0.071 0.037 0.255 145 460 5 22.50 673 0.066 0.072 0.041 0.247 144 471 4 17.50 688 0.040 0.070 0.042 0.236 141 482 3 12.50 704 0.021 0.064 0.038 0.218 133 493 2 7.50 • 719 0.007 0.050 0.029 0.179 111 504 1 2.50 608 0.001 0.022 0.012 0.088 46 426 ClearComm CCDP-565- 120.00 42 1.890 1.980 1.140 1.899 69 29 Commscope 120.00 66 1.890 1.980 1.140 1.899 109 46 GPS 120.00 10 1.890 1.980 1.140 1.899 16 7 Raycap RxxDC-3315-PF 120.00 32 1.890 1.980 1.140 1.899 53 22 Raycap RCMDC-3315-PF 120.00 21 1.890 1.980 1.140 1.899 35 15 Ericsson RRUS 11 w/ 120.00 216 1.890 1.980 1.140 1.899 356 151 Ericsson RRUS 12 w/ 120.00 214 1.890 1.980 1.140 1.899 353 150 Ericsson RRUS 12 w/ 120.00 214 1.890 1.980 1.140 1.899 353 150 Antel BXA-80090/8CF 120.00 69 1.890 1.980 1.140 1.899 114 48 Antel CWWX063X19G00 120.00 108 1.890 1.980 1.140 1.899 178 76 Antel OCT458KBU105L 120.00 450 1.890 1.980 1.140 1.899 741 315 Flat Platform w/ Han 120.00 2,000 1.890 1.980 1.140 1.899 3,292 1,401 Trimble Acutime 2000 105.00 1 1.447 0.379 0.482 0.619 1 1 Huawei RRU3702 105.00 176 1.447 0.379 0.482 0.619 94 123 Page: 38 Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:31 PM Kathrein 840 10054 105.00 140 1.447 0.379 0.482 0.619 75 98 Andrew PX2F-52 105.00 28 1.447 0.379 0.482 0.619 15 20 Side Arms 105.00. 560 1.447 0.379 0.482 0.619 301 392 Decibel DB844H65E-XY 57.00 80 0.426 0.010 0.006 0.131 9 56 Round T -Arm 57.00 250 0.426 0.010 0.006 0.131 28 175 Decibel DB844G45ZAXY 31.00 168 0.126 0.070 0.034 0.261 38 118 Round T -Arm 31.00 500 0.126 0.070 0.034 0.261 113 350 16,804 46.687 29.379 20.050 33.140 Page: 39 8,466 11,770 Site Number: 83050 Site Name: Customer: Riverton, WA Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:0AA686726_C3_01 10/13/2016 9:20:31 PM Load Case 1.2D + 1.0E EMAM Calculated Forces Seg Pu Elev FY (-) (ft) (kips) Vu FX (-) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) 0.00 -22.65 5.00 -21.61 10.00 -20.60 15.00 -19.60 20.00 -18.63 25.00 -17.67 30.00 -17.47 31.00 -15.86 35.00 -15.01 40.00 -14.25 40.00 -14.25 45.00 -13.50 50.00 -12.77 55.00 -12.47 57.00 -11.61 60.00 -10.95 65.00 -10.30 70.00 -9.67 75.00 -9.05 80.00 -8.45 85.00 -7.93 85.00 -7.93 90.00 -7.42 95.00 -6.94 100.00 -6.48 105.00 -4.86 110.00 -4.48 115.00 -4.15 120.00 0.00 -8.46 -8.43 -8.37 -8.30 -8.22 -8.14 -8.15 -7.89 -7.79 -7.71 -7.71 -7.65 -7.61 -7.62 -7.55 -7.56 -7.61 -7.69 -7.78 -7.86 -7.91 -7.91 -7.91 -7.86 -7.72 -6.89 -6.58 -6.18 -5.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -928.85 -886.54 -844.38 -802.52 -761.00 -719.89 - 679.20 -671.05 -639.51 -600.56 -600.56 -561.99 -523.73 -485.70 -470.46 -447.82 -410.03 - 371.97 -333.50 -294.58 -255.27 -255.27 -215.72 -176.16 -136.89 -98.26 -63.80 -30.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Dead Load with Seismic Equivalent Modal Analysis Method Resultant Moment (ft-ki ps) 928.85 886.54 844.38 802.52 761.00 719.89 679.20 671.05 639.51 600.56 600.56 561.99 523.73 485.70 470.46 447.82 410.03 371.97 333.50 294.58 255.27 255.27 215.72 176.16 136.89 98.26 63.80 30.88 0.00 Page: 40 phi phi Pn Vn (kips) (kips) 2,382.61 1,191.31 2,349.77 1,174.89 2,315.56 1,157.78 2,279.97 1,139.99 2,243.01 1,121.51 2,204.68 1,102.34 2,164.98 1,082.49 2,156.88 1,078.44 2,123.91 1,061.95 2,081.46 1,040.73 1,804.33 902.16 1,769.26 884.63 1,732.82 1,695.00 1,679.50 1,655.82 1,615.26 1,563.28 1,503.20 1,443.12 1,383.04 1,231.23 1,177.82 1,124.42 1,071.02 1,017.62 964.21 910.81 857.41 866.41 847.50 839.75 827.91 807.63 781.64 751.60 721.56 691.52 615.61 588.91 562.21 535.51 508.81 482.11 455.41 428.70 phi phi Total Tn Mn Deflect Rotation (ft -kips) (ft -kips) (in) (deg) Ratio 3,536.89 1,746.74 3,400.15 1,679.21 3,263.94 1,611.94 3,128.41 1,545.00 2,993.71 1,478.48 2,860.00 1,412.45 2,727.44 1,346.98 2,701.08 1,333.96 2,596.17 1,282.15 2,466.35 1,218.04 2,142.61 1,058.15 2,034.72 1,004.87 1,927.93 952.13 1,822.40 900.01 1,780.57 879.35 1,718.27 848.59 1,615.70 1,505.17 1,391.05 1,281.42 1,176.29 1,050.33 960.67 875.02 793.36 715.70 642.05 572.39 506.73 797.94 743.35 686.99 632.84 580.93 518.72 474.44 432.14 391.81 353.46 317.08 282.68 250.25 0.00 0.00 0.541 0.11 -0.22 0.537 0.46 -0.44 0.533 1.04 -0.67 0.528 1.86 -0.90 0.523 2.93 -1.14 0.518 4.26 -1.39 0.512 4.56 -1.44 0.510 5.85 -1.65 0.506 7.72 -1.91 0.500 7.72 -1.91 0.576 9.87 -2.18 0.567 12.31 -2.49 0.558 15.09 -2.80 0.547 16.29 -2.94 0.542 18.19 -3.13 0.534 21.65 -3.46 0.520 25.45 -3.80 0.507 29.61 -4.14 0.492 34.12 -4.47 0.471 38.98 -4.81 0.445 38.98 -4.81 0.499 44.18 -5.13 0.461 49.74 -5.48 0.414 55.65 -5.80 0.356 61.86 -6.08 0.283 68.34 -6.30 0.206 75.02 -6.45 0.114 81.80 -6.51 0.000 Site Number: 83050 Site Name: Customer: Riverton, WA Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:0AA686726_C3_01 10/13/2016 9:20:31 PM Load Case 0.9D + 1.0E EMAM Calculated Forces Seg Pu Elev FY (-) (ft) (kips) Vu FX (-) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) 0.00 -11.33 5.00 -10.79 10.00 -10.27 15.00 -9.76 20.00 -9.26 25.00 -8.77 30.00 -8.66 31.00 -7.84 35.00 -7.41 40.00 -7.01 40.00 -7.01 45.00 -6.62 50.00 -6.24 55.00 -6.08 57.00 -5.64 60.00 -5.30 65.00 -4.95 70.00 -4.62 75.00 -4.29 80.00 -3.97 85.00 -3.68 85.00 -3.68 90.00 -3.41 95.00 -3.15 100.00 -2.92 105.00 -2.12 110.00 -1.94 115.00 -1.79 120.00 0.00 -8.44 -8.37 -8.27 -8.16 -8.05 -7.93 -7.92 -7.66 -7.54 -7.44 -7.44 -7.36 -7.29 -7.28 -7.22 -7.22 -7.26 -7.33 -7.41 -7.48 -7.52 -7.52 -7.52 -7.46 -7.34 -6.58 -6.29 -5.89 -5.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -895.53 -853.34 -811.50 -770.15 -729.34 -689.10 -649.44 -641.52 -610.88 -573.16 -573.16 -535.94 -499.15 -462.69 -448.13 -426.48 -390.40 -354.11 -317.47 -280.43 -243.02 -243.02 -205.41 -167.81 -130.49 -93.81 -60.90 -29.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Dead Load with Seismic (Reduced DL) Equivalent Modal Analy Resultant Moment (ft -kips) 895.53 853.34 811.50 770.15 729.34 689.10 649.44 641.52 610.88 573.16 573.16 535.94 499.15 462.69 448.13 426.48 390.40 354.11 317.47 280.43 243.02 243.02 205.41 167.81 130.49 93.81 60.90 29.47 0.00 phi phi phi phi Total Pn Vn Tn Mn Deflect Rotation (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio Page: 41 2,382.61 2,349.77 2,315.56 2,279.97 2,243.01 2,204.68 2,164.98 2,156.88 2,123.91 2,081.46 1,804.33 1,769.26 1,732.82 1,695.00 1,679.50 1,655.82 1,615.26 1,563.28 1,503.20 1,443.12 1,383.04 1,231.23 1,177.82 1,124.42 1,071.02 1,017.62 964.21 910.81 857.41 1,191.31 1,174.89 1,157.78 1,139.99 1,121.51 1,102.34 1,082.49 1,078.44 1,061.95 1,040.73 902.16 884.63 866.41 847.50 839.75 827.91 807.63 781.64 751.60 721.56 691.52 615.61 588.91 562.21 535.51 508.81 482.11 455.41 428.70 3,536.89 3,400.15 3,263.94 3,128.41 2,993.71 2,860.00 2,727.44 2,701.08 2,596.17 2,466.35 2,142.61 2,034.72 1,927.93 1,822.40 1,780.57 1,718.27 1,615.70 1,505.17 1,391.05 1,281.42 1,176.29 1,050.33 960.67 875.02 793.36 715.70 642.05 572.39 506.73 1,746.74 1,679.21 1,611.94 1,545.00 1,478.48 1,412.45 1,346.98 1,333.96 1,282.15 1,218.04 1,058.15 1,004.87 952.13 900.01 879.35 848.59 797.94 743.35 686.99 632.84 580.93 518.72 474.44 432.14 391.81 353.46 317.08 282.68 250.25 0.00 0.00 0.517 0.11 -0.21 0.513 0.44 -0.42 0.508 1.00 -0.64 0.503 1.79 -0.87 0.497 2.82 -1.10 0.492 4.09 -1.33 0.486 4.38 -1.38 0.485 5.62 -1.58 0.480 7.41 -1.83 0.474 7.41 -1.83 0.546 9.47 -2.09 0.537 11.81 -2.38 0.528 14.47 -2.68 0.518 15.62 -2.81 0.513 17.44 -3.00 0.506 20.75 -3.31 0.492 24.38 -3.63 0.479 28.35 -3.95 0.465 32.66 -4.27 0.446 37.30 -4.59 0.421 37.30 -4.59 0.472 42.27 -4.90 0.436 47.58 -5.23 0.391 53.22 -5.54 0.336 59.15 -5.80 0.268 65.34 -6.01 0.194 71.71 -6.16 0.106 78.18 -6.21 0.000 e • ti Site Number: 83050 Site Name: Riverton, WA Customer: Verizon Wireless Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Engineering Number:OAA686726_C3_01 10/13/2016 9:20:31 PM Analysis Summary Load Case 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0Wi 1.2D + 1.0E ELFM 1.2D + 1.0E EMAM 0.9D + 1.0E ELFM 0.9D + 1.0E EMAM 1.0D + 1.0W Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft) Ratio 12.94 0.00 20.14 0.00 0.00 1060.03 0.00 0.62 12.86 0.00 15.10 0.00 0.00 1043.43 0.00 0.60 1.18 0.00 24.95 0.00 0.00 96.53 0.00 0.07 3.31 0.00 22.66 0.00 0.00 359.38 40.00 0.22 8.46 0.00 22.65 0.00 0.00 928.85 40.00 0.58 3.30 0.00 11.34 0.00 0.00 347.09 40.00 0.21 8.44 0.00 11.33 0.00 0.00 895.53 40.00 0.55 4.00 0.00 16.80 0.00 0.00 326.85 0.00 0.19 Page: 42 Site Number: 83050 Code: ANSI/TIA-222-G © 2007 - 2016 by ATC IP LLC. All rights reserved. Site Name: Customer: Riverton, WA Verizon Wireless Engineering Number:OAA686726_C3_01 10/13/2016 9:20:32 PM Base Summary Reactions Original Design Analysis Moment Axial Shear Moment Axial Shear Moment (kip -ft) (kip) (kip) (kip -ft) (kip) (kip) Design % 1,222.00 14.20 17.50 1,060.03 24.95 12.94 64.26 Base Plate Yield Thick Width Poly Clip Len Effective Mu Phi Mn (ksi) (in) (in) Style Sides (in) Len (in) (kip -in) (kip -in) Ratio 60.0 2.000 52.000 Polygon 12 0.00 14.590 356.27 787.85 0.45 Anchor Bolts Start Compression — Tension Bolt Num Bolt Yield • Ultimate Cluster Angle Force Allow Force Allow Circle Bolts Bolt Type Dia (in) (ksi) (ksi) Arrange Dist (in) (deg) (kip) (kip) Ratio (kip) (kip) . Ratio 44.10 08 2.25" 18J 2.25 75.00 100.00 Radial 0.00 0.0 147.34 260.00 0.58 141.10 260.00 0.56 Page: 43 H c PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of OCD Approved By: L Date: [0-'27 (.!v ROLLER yc,i1 VICINITY MAP NOT TO SCALE DRIVING DIRECTIONS verizon SEA RIVERTON 13130 44TH AVE S SEATTLE, WA 98168 ATC #: 83050 RIVERTON S Hakw.wx a°dn union w•shi mum Leto, CIe&&gnCort tt n Cary>uon PROJECT., Mar•laaTool 4 HO B • Y 133rd Seal. Yf dt- Sano Oaal O•L•r, fl 6bonp1.10 Moo Sent. Woman Hexing l . Ai'CondSmnrg - Mmly,KRI H450arCP, • GENERAL LOCATION MAP NOT TO SCALE FROM VERIZON WIRELESS OFFICE: • HEAD SOUTHWEST ON SE EASTGATE WAY TOWARD SE EASTGATE WAY • TURN LEFT ONTO THE 1-90 W RAMP TO SEATTLE • KEEP LEFT, FOLLOW SIGNS FOR 1-90 W/SEATTLE AND MERGE ONTO 1-90 W • TAKE EXIT 10 FOR INTERSTATE 405 S TOWARD RENTON • MERGE ONTO 1-405 S • TAKE THE INTERSTATE 5 N EXIT TOWARD SEATTLE • MERGE ONTO I-5 N • TAKE EXIT 156 FOR WA -599 N TOWARD TUKWILA • KEEP RIGHT, FOLLOW SIGNS FOR INTERURBAN AVENUE • TURN LEFT ONTO INTERURBAN AVE S • TURN LEFT ONTO S 133RD ST • TURN RIGHT ONTO 44TH PL S • TURN LEFT ONTO S 131ST ST • TURN RIGHT • DESTINATION WILL BE ON THE RIGHT APPROVAL / SIGN OFF FILE COPY Pewit No. S 0 Plan reviw; z 7' .7t pal is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Feld . opy and conditions is acknowledged: By: Date: APPROVED BY DATE SIGNATURE SITE ACQUISITION ZONING RF CONSTRUCTION MANAGER PROJECT MANAGER REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED City of Tukwila BUILDING DIVISION w PROJECT CONTACT LIST REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. :S/711 t,, , al i PERMIT 1 r : }1JiRFD FOR: LBp.._ ochanical Q'€lectrical 13 -Plumbing M4as Piping Ciiy of Tukwila ii.D NG DIVISI APPLICANT: VERIZON WIRELESS 3245 158TH AVENUE SE, MS231 BELLEVUE, WA 98008 PROJECT ARCHITECT: LDC, INC. 14201 NE 200TH ST, SUITE 100 WOODINVILLE, WA 98072 CONTACT: RICHARD B. HALL, AIA PHONE: (425) 806-1869 EMAIL: rhall@Idccorp.com PROPERTY OWNER: VERIZON WIRELESS 3245 158TH AVENUE SE, MS231 BELLEVUE, WA 98008 STRUCTURE OWNER: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 PROJECT CONSULTANT: LDC, INC. 14201 NE 200TH ST, SUITE 100 WOODINVILLE, WA 98072 CONTACT: RICK CARDOZA PHONE: (253) 218-9017 EMAIL: rcardoza@Idccorp.com PROJECT INFORMATION CODE INFORMATION: ZONING CLASSIFICATION: CLI - COMMERCIA BUILDING CODE: •gr.S8C-V.2042-, CONSTRUCTION TYPE: IIB OCCUPANCY: U, S-2 JURISDICTION: CITY OF TUK PROPOSED BUILDING USE: UNMANNED TELECOM 1► b15 -.13C, SITE LOCATION (NAD83): LATITUDE: 47° 29' 10.14" N LONGITUDE: 122° 16' 42.74" W TOP OF STRUCTURE: 140.00'1 AMSL BASE OF STRUCTURE: 20.00'1 AMSL (47.48615° N) (122.27854° W) 120.0' AGL 0.0' AGL PROJECT LEASE AREA: PARCEL NUMBER: N/A 7349200345 NEW IMPERVIOUS AREA: 0 SF AREA OF PARCEL: 0.22 ACRES GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. 3. SIGNAGE IS UNAFFECTED. PROJECT DESCRIPTION: VERIZON WIRELESS PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY WITH THE REPLACEMENT OF (6) PANEL ANTENNAS WITH THE REMOVAL OF (3) TMA'S, AND WITH THE ADDITION OF (3) RRUS 11 B13 WITH A2 UNITS, (3) RRUS 12 B2 A2 WITH UNITS, (1) OVP DISTRIBUTION BOX AND (1) HYBRID CABLE MOUNTED ON AN EXISTING MONOPOLE, AND (1) OVP DISTRIBUTION BOX (WITHIN EXISTING SHELTER) WITHIN AN EXISTING FENCED COMPOUND. WING INDEX REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 9 2016 City of Tukwila BUILDING DIVISION DWG NO. DESCRIPTION T-1.0 TITLE SHEET G-1.0 GENERAL NOTES A-1.0 SITE PLAN A-2.0 ENLARGED SITE PLAN A-3.0 ELEVATIONS A-4.0 CONSTRUCTION DETAILS A-5.0 CONSTRUCTION DETAILS RF -1.0 ANTENNA CONFIGURATION RF -2.0 ANTENNA CONFIGURATION DIAGRAM E-1.0 SCHEMATIC GROUNDING PLAN E-2.0 GROUNDING DETAILS LEGAL DESCRIPTION RIVERTON REPLAT LOTS 1 TO 5 LOTS 11 & 12 LY SWLY OF THE FOLG DESC LINE - BAAP OPPOSITE HWY ENGR STA 44+30 ON THE FA LINE SURVEY OF PRIMARY STATE HWY NO 1 SR 99 FOSTER INTERCHANGE TO S 118TH ST & 435 FT SWLY THEREON TH S 26-20-00 E 280 FT M/L TAP 30 FT NWLY WHEN MEAS RADIALLY FROM THE RELOC S 133RD ST C/L OF SAID HWY PLAN & THE END OF SD LN - TC017-1600 UTILITY COMPANIES POWER: SEATTLE CITY LIGHT PHONE: (206) 684-300 TELEPHONE: CENTURY LINK PHONE: (800) 777-9594 SCALE DISCLAIMER R CITU DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. PROPRIETARY INFORMATION 0 PERI THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS SERVICES IS STRICTLY PROHIBITED. 10Z ovio / U 0 N LDC THE GIME ENGINEERING GROUP Architectural Engineering Structural Survey 14201 NE 200th ST, 11100 Ph. 425.806.1869 Wa llnlib. WA 98072 FA. 425.482.2893 www.LDCcorp.can DATE: 7-26-16 DRAWN BY: RJG CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1 7-26.16 PRELIMINARY CONSTRUCTION RBH 2 0.2.16 REVISED PRELIM CONSTRUCTION RBH 3 13-22-16 FINAL CONSTRUCTION RBH REGIS 'ED \r 7"• \\ RICHARD B. HALL \STATE OF WASHINGTON ECEIVED YEATFEEdI$`CwW2O1/AL STAMP T 2 1 2016 IT CENTER SITE SEA RIVERTON 13130 44TH AVE S SEATTLE, WA 98168 SHEET TITLE TITLE SHEET SHEET NUMBER T-1.0 2016 — 12:50pm n\15643CD-01-0. SEA Riverton\Drowings\Con GENERAL NOTES: 1. THE PROPOSED INSTALLATION WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 2. THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS IS REQUIRED) 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY VERIZON TECHNICIANS. 4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST VERSION. 7. THE TENDERED MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE SCOPE OF THE WORK REQUIRED BEFORE BID SUBMISSION. NO COMPENSATION IN ANY FORM WILL BE PAID FOR EXPENSES RESULTING FROM FAILURE TO DO SO. 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONSTRUCTION MANAGER. 9. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES. 10. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY. CONFIRM THE EXACT ROUTING WITH THE ON-SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK. 11. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE -CONSTRUCTION CONDITION OR BETTER. 12. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP. PROVIDE A MINIMUM OF 72 HOURS NOTICE TO CONSULTANT. 13. REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION OF THE CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED BY THE CONSTRUCTION MANAGER. 14. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDED CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 15. PROVIDE VERIZON WITH A WRITTEN WARRANTY, EFFECTIVE FOR ONE YEAR AFTER DATE OF ACCEPTANCE. FOR THE COMPLETE INSTALLATION REPAIR OR REPLACE ANY DEFECTS ARISING DURING THIS PERIOD AT NO EXTRA COST TO VERIZON. 16. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED WITHOUT WRITTEN APPROVAL FROM THE CONSULTANT. FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. 17. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS. ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 18. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 19. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. 20. VERIFICATION THAT EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA, COAX AND ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. 21. ANTENNA AZIMUTHS SHOWN ON THESE DRAWINGS ARE BASED ON TRUE NORTH. ALL AZIMUTHS MUST BE VERIFIED WITH THE CORRECT SMR PRIOR TO CONSTRUCTION. LEGEND AND SYMBOLS: CHAIN LINK FENCE CEDAR FENCE POWER UNDERGROUND POWER TELCO UNDERGROUND TELCO OVERHEAD POWER BOUNDARY CENTERLINE REVISION BUG ELEVATION DETAIL NUMBER SHEET NUMBER SECTION BUG fl UGP UGT 08 PROPOSED ELEVATION (Y-0" AGL A� --yA ABBREVIATIONS: AFF AFG AFS ALUM AB L ARCH BTS BLDG BM BOT B.O. BOC BOS CJ ti CLG CLR CMU COL CONC CONST CONT CTR DIA/0 DTL (E) EA EJ ELEC EL EQ EW EXP EXT FD FIN FIN FLR FLR FTG GA GALV GYP GB HM HOR HR ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB ALUMINUM ANCHOR BOLT ANGLE ARCHITECTURAL BASE TRANSMISSION SYSTEM BUILDING BEAM BOTTOM BOTTOM OF BOTTOM OF CONCRETE BOTTOM OF STEEL CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CENTER DIAMETER DETAIL EXISTING EACH EXPANSION JOINT ELECTRIC/ELECTRICAL ELEVATION EQUAL EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FINISH FINISH FLOOR FLOOR FOOTING GAUGE GALVANIZED GYPSUM GYPSUM BOARD HOLLOW METAL HORIZONTAL HOUR HT HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING INSUL INSULATION INT INTERIOR JT LAM LF MANUF MAX MECH MH MM MIN MISC MPH MTL NIC NOM NTS OC OD OH OPNG OPP PCS SYSTEM PR PSI PSF PT RAD RD REINF REQ'D RM RNV SCHED SECT SF SIM SQ FT SS STD STL STRUC TEMP THK T.O. TOS TOC TYP UNO VERT W/ WWM JOINT LAMINATED LINEAL FOOT MANUFACTURER MAXIMUM MECHANICAL MANHOLE MILLIMETER MINIMUM MISCELLANEOUS MILES PER HOUR METAL NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PERSONAL COMMUNICATION PLATE PAIR POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE TREATED RADIUS ROOF DRAIN REINFORCED/REINFORCING REQUIRED ROOM RIGHT OF WAY SCHEDULE SECTION SQUARE FOOT SIMILAR SQUARE FOOT STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICK TOP OF TOP OF STEEL TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WITH WELDED WIRE MESH CITY PER c H 1 JI I C TF OJUJU KI V CK IOIN 0 N 'i LDC THE CIVIL ENGINEERING GROUP Architectural Engineering Structural Survey 14201 NE 20010 St., 8100 Ph. 425 806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LOCcorp.com DATE: 7-26-16 DRAWN BY: RJG CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1 7-26-16 PRELIMINARY CONSTRUCTION 600 2 8-2-16 REVISED PRELIM CONSTRUCTION RBH 3 8-22.16 FINAL CONSTRUCTION R8H 8828 REGISTERED RICHARD B. HALL V\\ST ATE OF WASHINGTON) 1-f /[A'PI$ 4PPROVAL STAMP )F TUKWILA T 2 1 2016 IT CENTER SITE SEA RIVERTON 13130 44TH AVE S SEATTLE, WA 98168 SHEET TITLE GENERAL NOTES SHEET NUMBER G-1.0 BUILDING 7349200245 BUILDING ADJACENT ZONING: CLI COMMERCIAL LIGHT INDUSTRIAL 7349200 ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL BUILDING 7349200345 EXISTING VERIZON WIRELESS EQUIPMENT SHELTER WITHIN AN EXISTING FENCED COMPOUND ADJACENT ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL EXISTING SITE ACCESS PROPOSED VERIZON WIRELESS ANTENNA MOUNTED ON AN EXISTING 120.0' MONOPOLE ADJACENT ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL 2613200087 2613200006 gs\Construction\ 15643C0—A1-0.dwg ng: P:\201 s\_Telecom\ 15-643 Ve S 133RD ST 2613200133 SURVEY DISCLAIMER: 8700200010 PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. LDC HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIM AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. ADJACENT ZONING: CLI - COMMERCIAL LIGHT INDUSTRIAL BUILDING CITY PER VI (:".3 z 0 �to Fr o 0 c1 w 1.- (7) o a SITE PLAN I 1 22"x34" SCALE: 1" = 20' I 11"x17" SCALE: 1" = 40' ki*t> 0 N 'i LDC Architectural Engineering Structural THE CIVIL ENGINEERING GROUP Survey 14201 NE 2000 91.. 6100 Ph. 425.806.1869 Woodinville. WA 98072 Fx. 425.482.2893 www.LDCcorp.com DATE: 7-26-16 DRAWN BY: RJG CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1 7-26-16 PRELIMINARY CONSTRUCTION RBH 2 8.2-16 REVISED PRELIM CONSTRUCTION R88 3 8-22.16 FINAL CONSTRUCTION 688 16 8828 REGISTERED Nip ARC. CT RICHA- • :. HALL STATE OF WASHINGTON \..17 $ TIEI5PPROVAL STAMP ►F TUKWILA T 2 1 2016 ,T CENTER _ SITE SEA RIVERTON 13130 44TH AVE S SEATTLE, WA 98168 SHEET TITLE SITE PLAN SHEET NUMBER A-1.0 E SEA Riverton \ Drawings \ Construction \ 15643CD—A2-0.dwg P:\ 2015\_Telecom\ 15— / —EXISTING BUILDING W�RV�SS 40' 9 G VER\ZON �X�S'�\N O1.nPOVNO — EXISTING CMU WALL EXISTING OTHER CARRIER EQUIPMENT SHELTER 3/ EXISTING OTHER CARRIER EQUIPMENT MOUNTED ON H -FRAME S O EXISTING OTHER CARRIER EQUIPMENT • • • • 422 • <"' CT T 7 2F \?a2 O A< EXISTING ACCESS ROAD CONSTRUCTION PLAN KEYED NOTES O EXISTING VERIZON WIRELESS EQUIPMENT SHELTER (TO REMAIN). O PROPOSED VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX MOUNTED TO MONOPOLE (1 TOTAL). 0 EXISTING 120.0' MONOPOLE (TO REMAIN). 5 EXISTING VERIZON WIRELESS PANEL ANTENNA (TYP 2 PER SECTOR, 6 TOTAL TO REMAIN). OEXISTING VERIZON WIRELESS PLATFORM MOUNT (TO REMAIN). OEXISTING VERIZON WIRELESS RRUS UNIT (TYP 1 PER SECTOR, 3 TOTAL TO REMAIN). PROPOSED VERIZON WIRELESS RRUS W/ A2 UNIT • (TYP 2 PER SECTOR, 6 TOTAL). EXISTING VERIZON WIRELESS 6'-0" HIGH CHAIN LINK FENCE • (TO REMAIN). 10 EXISTING VERIZON WIRELESS CHAIN LINK ACCESS GATE, TYP (TO REMAIN). • PROPOSED VERIZON WIRELESS PANEL ANTENNA • (TYP 2 PER SECTOR, 6 TOTAL). 15 EXISTING VERIZON WIRELESS ICE BRIDGE / CABLE TRAY (TO REMAIN). PROPOSED VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX 19 MOUNTED WITHIN EXISTING SHELTER (IF WALL SPACE CANNOT ACCOMMODATE OVP BOX, GC SHALL PLACE BOX BETWEEN TWO WAVE GUIDE POSTS ADJACENT TO SHELTER (1 TOTAL). 21 PROPOSED VERIZON WIRELESS HYBRID CABLE TO ANTENNAS (1 TOTAL). SEE CABLE LENGTH SCHEDULE ON RF -1.0. 23EXISTING VERIZON WIRELESS DIPLEXERS MOUNTED TO ANTENNA MOUNT (2 PER SECTOR, 6 TOTAL). 25 EXISTING VERIZON WIRELESS METER BASE (TO REMAIN). 28 EXISTING VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX MOUNTED TO MONOPOLE (1 TOTAL TO REMAIN). 30 31 EXISTING VERIZON WIRELESS HYBRID CABLE TO ANTENNAS (1 TOTAL TO REMAIN). EXISTING VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX MOUNTED WITHIN EXISTING SHELTER (1 TOTAL TO REMAIN). ENLARGED SITE PLAN 22"x34" SCALE: 1/4" = 1'-0" 1 11"x17" SCALE: 1/8" =1 '-0" 1 SITE NOTES 1. VERIFY ANTENNA MODEL, TIP HEIGHT & AZIMUTHS. 2. ANALYSIS OF TOWER & FOUNDATION SHALL BE PERFORMED BY OTHERS & STAMPED BY A LICENSED STRUCTURAL ENGINEER. 3. PROPOSED ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING. ATC SITE # 83050 RIVERTON 0 .i LDC Architectural Engineering Structural THE CIVIL ENGINEERING GROUP Survey 14201 NE 200111 SI., #100 79. 425.806.1669 Woodinville, WA 98072 Fs, 425.482.2893 www.LOCcorp.com DATE: 7-26-16 DRAWN BY: RJG CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1 ' 7-26.16 PRELIMINARY CONSTRUCTION RBH 2 8.2.16 REVISED PRELIM CONSTRUCTION RBH 3 8.22-16 FINAL CONSTRUCTION RBH 8826 REGISTERED A yPl__T RICHARD B. HALL STATE OF WASHINGTON SEttEdtApiA0VVALSTAMP TY OF TUKWILA OCT 2 1 2016 ERMIT CENTER SITE SEA RIVERTON 13130 44TH AVE S SEATTLE, WA 98168 SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-2.0 rlon\Drawings \C P:\2015\_Telecom\ 15-643 Verizon NOTE: REV TIP HEIGHT OF EXISTING VERIZON WIRELESS ANTENNAS CONSTRUCTION PLAN KEYED NOTES UPGRADE/REPLACE STANDARD PIPE(S) AS NEEDED 1 PROPOSED VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX irk O TIP HEIGHT OF EXISTING VERIZON WIRELESS ANTENNAS � 121.8' AGL TIP HEIGHT OF PROPOSED VERIZON WIRELESS ANTENNAS MOUNTED TO MONOPOLE (1 TOTAL). 0 EXISTING 120.0' MONOPOLE (TO REMAIN). EXISTING VERIZON WIRELESS PANEL ANTENNA (TYP 2 PER SECTOR, O 6 TOTAL TO REMAIN). O EXISTING VERIZON WIRELESS PLATFORM MOUNT (TO REMAIN). VERIZON WIRELESS RRUS UNIT (TYP 1 PER SECTOR, 3 O TOTAL TO REMAIN). 8 PROPOSED VERIZON WIRELESS RRUS W/ A2 UNIT Q 8 121.1' AGL TIP HEIGHT OF EXISTING VERIZON WIRELESS ANTENNAS 121.2' AGL TIP HEIGHT OF EXISTING Q VERIZON WIRELESS ANTENNAS © 0' AGL TIP HEIGHT OF EXISTING VERIZON WIRELESS ANTENNAS © lib 121.1' AGL TIP HEIGHT OF EXISTING TOP OF EXISTING �til�! MONOPOLE 120.8' AGL TOP OF EXISTINGEXISTING RBH — MONOPOLE i I. VERIZON WIRELESS ANTENNAS I I 120.0' AGL $ 41>® O O EXISTING OTHER CARRIER / ANTENNA ARRAY (TO REMAIN) - O / EXISTING OTHER CARRIER ANTENNA ARRAY (TO REMAIN) EXISTING OTHER CARRIER EQUIPMENT MOUNTED TO H -FRAME CARRIER OTHER EXISTING CARRIER SHELTER —� CMU WALL \\ \ \ \ Pi 4kl L- ';* I I I _ _ m 120.0' AGL BEHIND �l ® EXISTINGAROTHER /� CARRIER EQUIPMENT / 0 120.2' AGL I ® O O EXISTING OTHER CARRIER ANTENNA ARRAY (TO REMAIN) 111 IF !i i L- _ ® © ® (TYP 2 PER SECTOR, 6 TOTAL). O EXISTING VE(TO N).RIZON WIRELESS 6'-0" HIGH CHAIN LINK FENCE 10 EXISTING VERIZON WIRELESS CHAIN LINK ACCESS GATE, TYP ). PROPOSED VERIZON WIRELESS PANEL ANTENNA (TYP 2 PER SECTOR, 6 TOTAL). Ciii VW EXISTING VERIZON WIRELESS TMA MOUNTED TO EXISTING 13 ANTENNA MOUNT (TYP 1 PER SECTOR, 3 TOTAL TO BE REPLACED). VERIZON WIRELESS PANEL ANTENNA (TYP 2 PER SECTOR, 18 6 TOTAL TO BE REPLACED). EXISTING VERIZON WIRELESS DIPLEXERS MOUNTED TO ANTENNA 23 MOUNT (2 PER SECTOR, 6 TOTAL). 8 EXISTING VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX MOUNTED TO MONOPOLE (1 TOTAL TO REMAIN). ) P O - 8828 REGISTERED 'p' ARC CT 4EXISTING � EXISTING OTHER CARRIER ANTENNA ARRAY (TO REMAIN) EXISTING OTHER CARRIER EQUIPMENT MOUNTED TO H -FRAME EXISTING OTHER EXISTING CARRIER SHELTER CMU WALL \ \ 1 \ • L i . 7— EXISTING OTHER CARRIER EQUIPMENT / I i f 4> OCT 2 1 2016 j:2 MIT rPK1T=Q I SITE NOTES FINISH GRADE g d r::t� v'a�' •, �I. . iQt. v"> j.,•.gat,,f>;: "I :,o��s�l;o-=�tafio?';u:+:Nt� ,:..>,4 ,., . E_,, s7 c:,s r s k• ;e!? ¢ :/d� >,. �3r y ?.:yI w",nr^.3yF.:. ep3.,:R.. :�. eLtr.. d=.'� ;ti 2t:}>: c}Srti> .c�`�>.... `z' `: ..,i�"'°: ,,,,00 ;�.,,d,tr..,,a�. a,:,°yri. t.,.�„�.�t,'°3.: #`::,tNfr.G, 2 d•o �yqz`\t:1'.;<w:h;'+.:'{:,,.:..�.o:a. ;:,t:.�:: ��'e=+'s••.`•.. 3.it-r%>>.:...=>•i':..-�3Mi.:.a>:,a�:.:,',•,._ .: s,.._ ...:}:,. IIIIII 9k < i' ,> . ;kk.. •t p >oars .. ;.. �: r. 4 6 f C,,z`�f.&y,= a :&`'}k.'�tr�f t;..}, .,:..:'ts. J, '�tA.{ 5 � Fs `;e:,�♦<•.>,.,sss,;qt•a.{ ,. K,.<. :..�ta e„::Gso...I x.>, s>�.Zs:.._ .d.�`9`:>,:Y:Sr.°•Xa� a 2i �� iSt/.I .: fits br o >/, 1 ,>=t.�. %>Y.S7: 1_ r FINISH GRADE T # T �vv,,t;..,i I �.{d'¢"`%:?"rl. �:I:a xp:..00`:>s:',a,.t•?cs�.;C?..�:. t o>:y\w .hn'. .>� x.�•,,.:yI..,,/,.�,d.,r 9; y p r, ,,:y;,<,:t.. ,:sz;is> r�...:g••s* �+j n':,$.t a,'�• :),o;d'�y�,�.,.t. ..:=a. .{ :. i j.c' t r o, E �:Obi:t> Nnv,.,. t.. __.:.7d=�:�•"�e°2. 3'�., ^<.a^e.-wt'.., >���I..>n.,,:.:✓.c•?.•s ,.,:.d �a: cif 's . ,> a :.y">v lt'. n .• .s :,�'.' � FS`'iY '.>�t7il'i-. d••:^.. 1 z r z a � qq,,Y. ,� ii:d:$.:{Y#o .�4=i}4��lyy";• � fv:::�a � s a>`�I:d. :u{•,'yl i,�' .: x, sw'd! S. sn. V rhioti•fo:. .I,,',o'a,v'J {:ak.,4?,v{^�.s.tt.'`vL...,o, A'..c..:r'�.•t4>,,•.Ja'- ,�wa.' t ./ ,. rc lsetiv �.<. 1. VERIFY ANTENNA MODEL, TIP HEIGHT & AZIMUTHS. 2. ANALYSIS OFTOWER &FOUNDATION SHALL BE PERFORMED BY OTHERS & STAMPED BY A LICENSED STRUCTURAL ENGINEER. 3. PROPOSED ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING. migir 0.0' AGL EXISTING VERIZON WIRELESS 52'-6” 0.0' AGL EXISTING VERIZON WIRELESS 52'-6" Q FENCED COMPOUND 9 FENCED COMPOUND PROPOSED SOUTHWEST ELEVATION (LOOKING NE) 2 EXISTING SOUTHWEST ELEVATION (LOOKING NE) j 1 22"x34" SCALE: 1/8" = 1'-0" I 11"x17" SCALE: 1/16" = 1'-0' I 22"x34" SCALE: 1/8" = 1-0" I 11"x17" SCALE: 1/16" =1.-0" E w 68 w 0 N LDC Architectural Engineering Structural THE CIVIL ENGINEERING GROUT Survey 14201 NE 200th St., 8100 P6. 425.806.1869 Woodinville, WA 98072 F8. 425.482.2893 www.LDCcorp.com DATE: 7-26-16 DRAWN BY: RJG CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1 7.26-16 PRELIMINARY CONSTRUCTION RBH 2 8-2-16 REVISED PRELIM CONSTRUCTION RBH 3 8-22-16 FINAL CONSTRUCTION RBH 8828 REGISTERED 'p' ARC CT RICHARD . ALL \ STATE OF WASHINGTON SEATTLE DPD APPROVAL STAMP RECEIVED Y OF TUKWILA OCT 2 1 2016 j:2 MIT rPK1T=Q SITE SEA RIVERTON 13130 44TH AVE S SEATTLE, WA 98168 SHEET TITLE ELEVATIONS SHEET NUMBER A-3.0 2016 — 12:51pm g s\ Construction\ 15643C D—A4-0.dwg SEA Riverton \0r \ _Telecom \ 15— z O CC u0T 0 m 78 H 0 a O N 013 LDC Architectural Engineering Structural THE CIVIL ENGINEERING GROUP Survey 14201 NE 2001h 51.. 8100 Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LDCcorp.com DATE: 7-26-16 DRAWN BY: RJG CHECKED BY: RBH SUBMITTALS i -- 15.73" 1.61" NO BOLTING IS DESCRIPTION BY HIGH STRENGTH PROPOSED OR SHALL BE USED. C N N. N. RAYCAP DISTRIBUTIONN N 7-26-16 I I� l J csto 2 OVP BOX N. I C RBH TOP 8.22.16 RAYCAP DISTRIBUTION OVP BOX MOUNTING BRACKET 688 N V ISSBANDE�Illlll Ilii_ =' sis T ry I, ARCH TECT �. • L. Of SEA7lLL1EteFAI STAMP ITV OF TUKWILA %• ERMIT CENTER • I _ ,,4 \ 15.73" 1.61" 10.25" XXX FRONT SIDE MONOPOLE NOT SHOWN FOR CLARITY \ \ FIXED RETAINER EXTRUSION oq7 SLIDING RETAINER MANUFACTURER: RAYCAP MODEL: RCMDC-3315-PF-48 WEIGHT: 21.5 LBS EXTRUSION DIMENSIONS: 25.66"x19.18"x15.73" CARRIAGE BOLT strikesorb modules installed to protect 6 remote radio heads NOT USED 2 RAYCAP DISTRIBUTION OVP BOX 3 22"x34" SCALE: N.T.S. 11"x17" SCALE: N.T.S. I 22"x34" SCALE: 1" = 1'-0" I 11"x17" SCALE: 1/2" = 1'-0" NO HIGH STRENGTH BOLTING IS PROPOSED OR SHALL BE USED. ERICSSON RRUS 12 OR RRUS B13 ANTENNA MOUNTING PIPE MANUFACTURER: ERICSSON MODEL: RRUS B13 WEIGHT: 51 LBS DIMENSIONS: 19.7"X17"X7.2" MOUNTING KIT: MOUNTING KIT PROVIDED MANUFACTURER: ERICSSON MODEL: RRUS 12 WEIGHT: 58 LBS DIMENSIONS: 20.4"X16.4"X7.5" MOUNTING KIT: MOUNTING KIT PROVIDED Ar 411_3 r lill* Ill �Ir��S I „REQUIRED 1� 90° ALUMINIUM ANGLE SIZE AS PER MANUF. SPEC. (2) REQUIRED M12x35 LG STAINLESS9 BOLT c/wNU (2) LOW ASH, (2) LOCK NUT & (2) WASHER R (4) ASSEMBLIES0 ALUMINIUM MOUNT r (2)REQUIRED rn ? 0 0000 00000 000001 0000�i 00000% a �\��� I 0000 ' ,000000f.. 0000040 `V 15 0 0= 0000..pti 000000 000000 000000 I` 00 0000 '�_ ` Y i ✓ il Al. ,..� ....: �r. \ 1 R•. M10x200 LG STAINLESS BOLT Gw(3)NUTS &(2) WASHER(2)ASSEMBLIES REQUIRED _ Il t, ALUMINIUM CLAMP FRONT ALUMINIUM CLAMP BACK MOUNTING BOLT (4) REQUIRED 00000 0000014 000004, 000001 0000014 00000•L 000. p0•c•0 000• 00 7 000000 000000 000000 000000 000000 000000 000000 000000 000000 75000000 '•'00000 0.•000 000110 " 0001 00 ,,im. 000000 000000 000000 00000 0 00 00 00000 000.1 • 00•x•0 000 00 7 000000 000000 000000 000000 000000 000000 '", 000000 000000 000000 75000000 '•'00000,. 0••000 0 00 c• 0 0 00 00 ) ��� I 1 i I REFER TO MANUF. SPEC. RRUS A2 UNIT MANUFACTURER: ERICSSON MODEL: RRUS A2 (MOUNTED TO RRUS 12 OR RRUS B13) WEIGHT: 22 LBS DIMENSIONS: 16.4"X15.1"X3.4" MOUNTING KIT: MOUNTING KIT PROVIDED NOT USED 2 RRUS & A2 UNIT DETAIL 1 22"x34" SCALE: N.T.S. 11"x17" SCALE: N.T.S. 1 22"x34" SCALE: N.T.S. 1 11"x17" SCALE: N.T.S. z O CC u0T 0 m 78 H 0 a O N 013 LDC Architectural Engineering Structural THE CIVIL ENGINEERING GROUP Survey 14201 NE 2001h 51.. 8100 Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LDCcorp.com DATE: 7-26-16 DRAWN BY: RJG CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1 7-26-16 PRELIMINARY CONSTRUCTION RBH 2 8-2-16 REVISED PRELIM CONSTRUCTION RBH 3 8.22.16 FINAL CONSTRUCTION 688 - 8828 REGISTERED I, ARCH TECT �. • ALI- RICHASTATE FWASHINGTON SEA7lLL1EteFAI STAMP ITV OF TUKWILA OCT 2 1 2016 ERMIT CENTER SITE SEA RIVERTON 13130 44TH AVE S SEATTLE, WA 98168 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-4.0 verlon\Drawings\Const uction\1 ID 0 N LDC Architectural Engineering Structural THE CIVIL ENGINEERING GROUP Survey 14201 NE 200th St., 8100 Ph. 425.806.1869 Woodinville, WA 98072 Fx 425.482.2893 www.LDCcorp.com DATE: 7-26-16 DRAWN BY: RJG CHECKED BY: RBH SUBMITTALS REV DATE NOT USED 6 NOT USED 5 NOT USED 4 1 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. 1 22"x34" SCALE: N.T.S. 1 11"x17" SCALE: N.T.S. 1 22"x34" SCALE: N.T.S. 1 11"x17" SCALE: N.T.S. R&1 15.6" 7.4" PARTS. FINAL CONSTRUCTION WEIGHT: 115 LBS / I DIMENSIONS: 91.7"x15.6"x7.4" FREQUENCY: REFER TO SMR SHEET CSI =--age 1 ' ITEM QTY DESCRIPTION 15.6" t, ' ARC. ECT O 0 101 SEATTLE DPD APPROVAL STAMP ADAPTER, POLE, LOWER )F TUKWILA © 0 o IT ('FNTFP 1 BRACKET, DOWNTILT, POLE 3 1 BRACKET, DOWNTILT, ANTENNA 0)1/® ii.0 . © 6 1/2 X 1 HEX HEAD BOLD ., 1 i 0 6 1/2 SPLINT WASHER I 2 5/16 X 1 HEX HEAD BOLT plity...,0©_ OPTIONAL O7 2 5/16 SPLIT WASHER DOWNTILT ® 4 1/2" THREADED ROD L_ p. BRACKET 0 8 1/2" SPLIT WASHER 12 1/2" NUT ...li iiih.`V � i*�Niii 0 0 4"1CO PANEL [9 ANTENNA (TYP) �' CITY © C PER NOTES i': -.r` �, a) to TOP = 1 PIPE MOUNT (TYP) 1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER W 0 VALMONT T (TYP)LECT ANTENNA MOUNTING BRACKET AND THE UPPER PART #61001 OR POLE ADAPTER BRACKET. SECURE USING 1/2 INCH APPROVED EQUAL HARDWARE PROVIDED. 2. TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE. FRONT SIDE NOT USED 3 ANTENNA SPECIFICATIONS 2 ANTENNA MOUNTING DETAIL 1 22"x34" SCALE: N.T.S. 1 11"x17" SCALE: N.T.S. 1 22"x34" SCALE: 1" = 1'-0" 1 11"x17" SCALE: 1/2" = 1'-0" 1 22"x34" SCALE: 3/4" = 1'-0" 1 11"x17" SCALE: 3/8" = 1'-0" ID 0 N LDC Architectural Engineering Structural THE CIVIL ENGINEERING GROUP Survey 14201 NE 200th St., 8100 Ph. 425.806.1869 Woodinville, WA 98072 Fx 425.482.2893 www.LDCcorp.com DATE: 7-26-16 DRAWN BY: RJG CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1 7-26-16 PRELIMINARY CONSTRUCTION 688 2 8-2-16 REVISED PRELIM CONSTRUCTION R&1 3 8-22-16 FINAL CONSTRUCTION RSH 8828 REGISTERED ' ARC. ECT RICHARD =. HAL \ STATE OF WASHINGTON SEATTLE DPD APPROVAL STAMP :C.EIVEU )F TUKWILA T 2 1 2016 IT ('FNTFP SITE SEA RIVERTON 13130 44TH AVE S SEATTLE, WA 98168 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-5.0 SEA Riverton \ Drawings \ Construction \15 P:\ 2015\_Telecom \ 15-6 EXISTING MONOPOLE - REMAIN) REV PER ANTENNA 6 TOTAL) OVP BOX (1 TOTAL) PANEL 6 TOTAL) EXISTING MONOPOLE REMAIN) BY • 106° WIRELESS (TO WIRELESS PER SECTOR, WIRELESS (TYP 2 TO 15.88-E TO ANTENNA 6 TOTAL) REMAIN) PANEL 6 PER PRELIMINARY CONSTRUCTION PROPOSED ANTENNA CONFIGURATION EXISTING ANTENNA CONFIGURATION SECTOR ANTENNA QUANTITY AZIMUTH TECH TIP HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX O COAX LENGTH SECTOR ANTENNA QUANTITY AZIMUTH TECH TIP HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX O COAX LENGTH 1 1 346° 850 CDMA 121.1' 96.0" 1° 2 1-5/8" 132' 1 1 346° 850 CDMA 121.1' 96.0" 1° 2 1-5/8" 132' 1 346° PCS CDMA 121.2' 98.3" 3° 2 1-5/8" 132' 1 346° PCS DO 120.8' 75.0" 0° 0 HYBRID 1 346° 700 AWS 121.8' 98.3" 0° 1 HYBRID 132' 1 346° AWS LTE 120.8' 75.0" 0° 1 HYBRID 132' 1 346° 700 PCS 120.2' 75.0" 0° 1 HYBRID 132' 1 346° 700 LTE 121.0' 94.68" 3° 2 1-5/8" 132' SECTOR ANTENNA QUANTITY AZIMUTH TECH TIP HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX O COAX LENGTH SECTOR ANTENNA QUANTITY AZIMUTH TECH TIP HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX O COAX LENGTH 2 1 106° 850 CDMA 121.1' 96.0" 1° 2 1-5/8" 132' 2 1 106° 850 CDMA 121.1' 96.0" 1° 2 1-5/8" 132' 1 106° PCS CDMA 121.2' 98.3" 3° 2 1-5/8" 132' 1 106° PCS DO 120.8' 75.0" 0° 0 HYBRID 1 106° 700 AWS 121.8' 98.3" 0° 0 HYBRID 1 106° AWS LTE 120.8' 75.0" 0° 0 HYBRID 1 106° 700 PCS 120.2' 75.0" 0° 0 HYBRID 1 106° 700 LTE 121.0' 94.68" 3° 2 1-5/8" 132' SECTOR ANTENNA QUANTITY AZIMUTH TECH TIP HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH SECTOR ANTENNA QUANTITY AZIMUTH TECH TIP HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX O COAX LENGTH 3 1 226° 850 CDMA 121.1' 96.0" 0° 2 1-5/8" 132' 3 1 226° 850 CDMA 121.1' 96.0" 1° 2 1-5/8" 132' 1 226° PCS CDMA 121.2' 98.3" 0° 2 1-5/8" 132' 1 226° PCS DO 120.8' 75.0" 0° 0 HYBRID 1 226° 700 AWS 121.8' 98.3" 0° 0 HYBRID 1 226° AWS LTE 120.8' 75.0" 0° 0 HYBRID 1 226° 700 PCS 122.1' 75.0" 0° 0 HYBRID 1 226° 700 LTE 121.0' 94.68" 3° 2 1-5/8" 132' TASK SUBMITTED ON: 07/21/16 2 HYBRID 132' TASK SUBMITTED ON: 07/21/16 AWS LTE /� `� !�4i850 -, �/ 1 � /'` Iii \1/� / / IVa, 1. \ ,/ �� /� <, A/ �\•0 \ ;� 1i \\,- , �, ',�: , 850 CDMA 1 HYBRID 132' NOTE: VERIZON WIRELESS (TYP 1 PER (TYP 1 PER 3 TOTAL TO REMAIN) PROPOSED VERIZON WIRELESS RRUS W/ A2 UNIT (TYP 2 SECTOR, 6 TOTAL) , ``�850CDMA CDMAr ISTING VERIZON WIRELESS DIPLEXERS MOUNTED TO MOUNT (2 PER SECTOR, PCS CDMA s; • 106° PROPOSED VERIZON WIRELESS RAYCAP DISTRIBUTION MOUNTED TO MONOPOLE 700 AWS EXISTING VERIZON WIRELESS PLATFORM MOUNT (TO REMAIN) PCS PROPOSED VERIZON WIRELESS ANTENNA (TYP 2 PER SECTOR, PCS '% \� \\ '�v/\ ��_ O •� LTE RAYCAP TO ‘EXISTING • DO / / - / / / / / / / (�4 PCS DO,� VERIZON WIRELESS RRUS UNIT (TYP 1 PER SECTOR, 3 TOTAL TO REMAIN) 700 LTE /850 T �. 850 CDMA EXISTING VERIZON// DIPLEXERS MOUNTED MOUNT (2 PER SECTOR, J e PCS DO SECTORS 4 AWS LTE EXISTING VERIZON PLATFORM MOUNT 700 LTE EXISTING VERIZON ANTENNA (TYP 2 TOTAL TO BE REPLACED) EXISTING VERIZON PANEL ANTENNA SECTOR, 6 TOTAL REMAIN) • OTHER CARRIER ANTENNA • UPGRADE/REPLACE • ADD (1) HYBRID INTEGRATED THE REMOTE RADIO DIAMETER PCS CDMA/j i/ , �� ♦ �_ Q-.195;'AWS 700 AWS RAYCAP MOUNTED TO REMAIN) ARRAY(S) NOT SHOWN FOR STANDARD PIPE(S) AS NEEDED FIBER AND POWER CABLE(S)TO HEAD(S). ONE HYBRID CABLE IS • 700 AWS CDMA!� / / -.; , / // kk, i \� ` ;� \\�/ \ PCS , \" CDMA \." 850 CDMA PER CLARITY FEED ABOUT 1.5" P i �' �� ) , // \ /, ?) IN EXISTING RRUS UNIT RRUS UNIT SECTOR, (BELOW) (BELOW) 700 PCS '®'. / .file (r f,� '�. 700 (TO 700 LTE EXISTING VERIZON WIRELESS DISTRIBUTION OVP BOX MOUNTED DISTRIBUTION MONOPOLE (1 TOTAL TO REMAIN) G'S 0(<, EXISTING VERIZON WIRELESS MOUNTED TO EXISTING ANTENNA (TYP 1 PER SECTOR, 3 TOTAL REPLACED) (TO 700 PCS ,gyp G 9� EXISTING VERIZON WIRELESS DISTRIBUTION OVP BOX MONOPOLE (1 TOTAL TO EXISTING PANEL SECTOR, CITY P E F I 0 C " pQ TMA MOUNT TO BE VERIZON WIRELESS ANTENNA (TYP 2 6 TOTAL TO REMAIN) PROPOSED ANTENNA CONFIGURATION 2 EXISTING ANTENNA CONFIGURATION 1 1 • 1 22"x34" SCALE: 1/2" = 1'-0" I 11"x17" SCALE: 1/4" = 1'-0" I 22"x34" SCALE: 1/2" = 1'-0" I 11"x17" SCALE: 1/4" = 1'-0" 0 N LDC Architecture) Engineering Structural THE CIVIL ENGINEERING GROUP Survey 14201 NE 20010 SL, 6100 Ph. 425.806.1869 Woodinville, WA 98072 F5. 425.482.2893 www.LDCcorp.com DATE: 7-26-16 DRAWN BY: RJG CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1 7-2616 PRELIMINARY CONSTRUCTION 888 2 62-16 REVISED PRELIM CONSTRUCTION RBH 3 622-16 FINAL CONSTRUCTION RBH 8828 REGISTERED ' AR ECT RICHAR• Y. HALL STATE OF WASHINGTON KAELW E f IPPROVAL STAMP )F TUKWILA 'T 2 1 2016 IT CENTER SITE SEA RIVERTON 13130 44TH AVE S SEATTLE, WA 98168 SHEET TITLE ANTENNA CONFIGURATION SHEET NUMBER RF -1.0 2016 - 12:52pm 850 MHz X-POL x X x Liu PCS CDMA" 3X-POL x xx X X X x x x uUuULill 0 ■ ■ ■ 0PIEXER II DIPIE ER ■ • DIPIEXER 1I DIPL ER I ■ 188111364 SECTOR 1 4(-POL X X X -X X X X X X x x x uuuuu ■ 6118 III 1_111 ■ RRUS x X x x X X X X x x x x uuuUTGuu001 850 MHz X-POL X x x uu PCS COMA SX-POL X X X X x x X X x UU1JJuu 15 ■ ■ I DIPLEXER I1 DIPLEXER n RIVETON 6-20-2016 SECTOR 2 A(-POL X X X X X X X X X x x LI U 0134 2 n OVP-6 ■ 700 H COI 4(-POL X X X X X X X X X x x x 850 MHz X -PCC X x uu . I DIPLEXE ■ PCS CDMA`, EX-POL X X X X X X x x x u.UuuITu 18 ■ I DIPLEXER I DWLEXER II DIPLEXER I I DIP• LEXER II gPLE3X▪ ER • OVP-6` SECTOR 3 AWS 4X-POL 7471 X X X X X X X X X x x x R CITY J OC PERM ANTENNA CONFIGURATION DIAGRAM I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. 1 0 N 'i LDC Architectural Engineering Structural WE CIVIL ENCINEEWNCCAOUP Survey 14201 NE 200th St., 0100 Ph. 425.806.1869 W0901n781e, WA 98072 F4.425482.2893 www.LDCOO88.60m DATE: 7-26-16 DRAWN BY: RJG CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1 7-26-16 PRELIMINARY CONSTRUCTION RBH 2 8-2-16 REVISED PRELIM CONSTRUCTION RBH 3 8-22-16 FINAL CONSTRUCTION RBH "`28 REGISTERED TIRAiwi ARC.' 1T+Ioto'01/ del -, RICHARD B. HALL STATE OF WASHINGTON] g.i.a-NEE5 APPROVAL STAMP = TUKWILA 2 1 2016 T CENTER SITE SEA RIVERTON 13130 44TH AVE S SEATTLE, WA 98168 SHEET TITLE ANTENNA CONFIGURATION DIAGRAM SHEET NUMBER RF -2.0 erlon\Drawings\C 15.88•E t A \,\ N GROUNDING KEYED NOTES O1 EXISTING GROUND RING AT BASE OF MONOPOLE (FIELD VERIFY). • EXISTING MGB AT BASE OF MONOPOLE. EXISTING AGB AT ANTENNAS O4 EXISTING AGB CONNECTED TO MGB WITH (2) #2 BTCW. O5 PROPOSED VERIZON ANTENNA PER PLAN, TYP. • EXISTING MONOPOLE. CIF GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING SHALL BE GROUNDED. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD AND CLEANED THOROUGHLY THEN COVERED WITH TWO (2) COATS OF SHERWIN WILLIAMS GALVANTE PAINT B350W3 OR EQUAL. SEE 1/E-2.0 FOR TYPICAL CONNECTIONS. 4. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 3. ALL ELECTRICAL CADWELD AND MECHANICAL CONNECTIONS SHALL HAVE NON -OXIDATION COMPOUND APPLIED TO CONNECTION. 4. ALL MATERIALS AND CADWELD MOLDS, SHOTS, ETC. SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 7. USE PANI SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN NSTD 119, 33 & 36. GROUNDING LEGEND lv 0 • • A • GROUND BAR GROUND INSPECTION WELL COPPER GROUND ROD COMPRESSION LUG CADWELD CONNECTION SIDE SPLICE CADWELD FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM CIT SCHEMATIC ANTENNA GROUNDING PLAN 1 22"x34" SCALE: 1/2" = 1'-0' 11"x17" SCALE: 1/4" = 1'-0" 1 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON SERVICES ARE STRICTLY PROHIBITED. PE ATC SITE # 83050 RIVERTON 0 LDC Architectural Engineering Structural THE MR ENGINEERING GROUP Survey 14201 NE 200th 51., 8100 Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LOCcorp.com DATE: 7-26-16 DRAWN BY: RJG CHECKED BY: RBH • SUBMITTALS REV DATE DESCRIPTION BY 1 7-26-16 PRELIMINARY CONSTRUCTION RBH 2 8.2.16 REVISED PRELIM CONSTRUCTION RBH 3 8.22-16 FINAL CONSTRUCTION . RBH 8828 REGISTERED A'-•ITECT RICHA- • :. HALL V\ \\STATE OF WASHINGTON F (C^T-TF I�VF] d yV rpleSTAMP q� tR �I EVAL ;T 2 1 2016 AIT CENTER SITE SEA RIVERTON 13130 44TH AVE S SEATTLE, WA 98168 SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1.0 SEA Rive ton\0 Owings\0 ng: P:\2015\_Telecom\15-643 GROUND ISOLATOR (TMP AT EACH GROUND BAR) 0 DATE NEW COAXIAL GROUND KITS W/LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE -GL) NEW 4"x24"x1/4 THK COPPER GROUND BAR INSTALLED BY f GENERAL CONTRACTOR O STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED TYPICALLY 12" TO 24" COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER e _ 2 o REVISED PRELIM CONSTRUCTION .e .e ANTENNA CABLE 2 1/2" 0 MAX 120„ MAX RBH O O O O OL 0000 O O O O O O O O� O O O O O O • O O ' `Ilr� T • 0000 0 0 0 C 0 0 0 0 0 0 0 0 0000 0 0 0 0,000000000°0° 3 0 0 0 0 0 0 0 0 0 0 0 0 0 O 3 \ w WEATHERPROOFING KIT (SEE NOTE 3) CABLE CABLE GROUND KIT CONNECTOR #6 AWG STRANDED COPPER GROUND WIRE UNDED TO GROUND BAR). SEE NOTE 1 AND 2 NOTE TWO HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16x1/4" STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE 'TWO HOLE LUG, TO BE USED SOLID TINNED BARE CU WIRE CU WIRE WITH GREEN, 600V, INSULATION TO ANTENNA BUILDING RING GROUND OR '^ THHN/THWN STRUCTURE, MGB WITH #2 AWG OR STRANDED u If 26" MGB OR 6" ANTENNA AGB ., O i NOTE FIELD VERIFY #2 SOLID BARE TINNED CO PPER WIRE CADWELD COPPER (TYNOTES i 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO HOLE LUG. 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL. GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES SHALL USE EXOTHERMIC CONNECTION. GROUND BAR 6 GROUND BAR CONNECTION 5 CABLE GROUNDING DETAIL 4 I 22"x34" SCALE: 3/16" = 1'-0" I 11"x17" SCALE: 3/32" = 1'-0" I 22"x34" SCALE: 1" = 1'-0" I 11"x17" SCALE: 1/2" = 1-0" 1 22"x34" SCALE: 2" = 1'-0" I 11"x17" SCALE: 1" = 1'-0" RX2 III ik% JUMPER REQUIRED ONLY• FOR 1-5/8"0 COAX OR FOR EASE OF CONNECTION (TYP) CONNECTORCITY TO ANTENNAS j I 111 il TIL PI I� TX1/RX1 WEATHERPROOFING KIT (TYP) STANDARD GROUND � KIT (TMP) SEE NOTE. ^'�" 4 PEP WEATHERPROOFING KIT (TMP) SEE NOTE 2 ANTENNA CABLE TO BTS EQUIPMENT (TYP) �' ` '"�Y j� f #6 AWG ANTENNA GROUND BAR, SIMILAR TO K16-057. MOUNT UND BAR NEAR TOP OF i SELOF SUPPORT TOWER, TOWER OR WAVEGUIDE LADDER #2 AWG STRANDED INSULATED BONDED TO TOWER STEEL OR SELF NOTES SUPPORT TOWER 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHERPROOFING SHALL BE ANDREWS. (TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) ANTENNA GROUND BAR 3 NOT USED 2 NOT USED 1 22"x34" SCALE: 1 1/2" = 1'-0" I_ 11"x17" SCALE: 3/4" = 1'-0" I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. %)1 0 N 'i. LDC Architectural Engineering Structural THE CIVIL ENGINEERING GROUP Survey 14201 NE 20015 St., 4100 Ph. 425.806.1869 Woodinville. WA98072 F. 425A82.2893 www.LDCcoly.com DATE: 7-26-16 DRAWN BY: RJG CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1 7-26-16 PRELIMINARY CONSTRUCTION RBH 2 02-16 REVISED PRELIM CONSTRUCTION RBH 3 8-22-16 FINAL CONSTRUCTION RBH ' 8828 REGISTERED `Ilr� T • RICHARD B. HALL STATE OF WASHINGTON j ECEIVED llTU RIAOWAL STAMP :T 2 1 2016 11T CENTER SITE SEA RIVERTON 13130 44TH AVE S SEATTLE, WA 98168 SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2.0 City of Tukwila Alcan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 24, 2017 Rick Cardoza LDC Inc. 14201 NE 200th St - Suite 100 Woodinville, WA 98072 RE: Request for Application Extension #1 Permit Number D16-0290 Dear Mr. Cardoza, This letter is in response to your written request for an extension to Application Number D16-0290. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend.the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through October 21, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D16-0290 Tukwila City Half • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov April 19, 2017 Jerry Height, Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Permit No. D16-0290 Dear Jerry, We MOVED! LDC RECEIVED CITY OF TUKWILA APR 212011 PERMIT CENTER Surveying Engineering Planning I am writing to request your approval for an extension of permit No. D16-0290. Verizon Wireless needs more time to select a general contractor for the project, at the site located at 13130 44th Ave. S., aka - Verizon site SEA RIVERTON. If the above meets your approval, please extend the permit for 90 days. Please feel free to call me at 253-218-9017 or through email rcardoza@ldccorp.com if you have any questions or need more information. Thank you. Sincerely, Rick Cardoza Senior Project Manager LDC, Inc The Civil Engineering Group Ph.425.806.1869 Fx.425.482.2893 14201 NE 200th St, Ste 100 Woodinville, WA 98072 www.LDCcoro.com Request for Extension # Current Expiration Date: 11"--Xl ' 1 7 Extension Request: 1.. Approved for /fid days Denied (provide explanation) Signature/Initials Engineering ABOVE the Standard 3/1/2017 City of Tukwila Department of Community Development RICK CARDOZA 14201 NE 200TH ST, #100 WOODINVILLE, WA 98072 RE: Permit Application No. D16-0290 VERIZON SEA RIVERTON 13130 44TH AVE S Dear RICK CARDOZA, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 10/21/2016, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 4/21/2017. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D16-0290 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0290 DATE: 10/26/16 PROJECT NAME: VERIZON SEA RIVERTON SITE ADDRESS: 13130 44TH AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Deferred # after Permit Issued DEPARTMENTS: Ai- /tut (,)/A- 11-4—lco LA)5 10-)--7-tio 771} Building Division [171 Fire Prevention P41. NA— 1°-)77-14° Public Worl s Structural Fig Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 10/27/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/24/16 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: cLe-e). REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 PRESCO TELECOMMUNICATIO''7" INC Nome Espanol Contact Safety & Health Claims & Insurance Washington State Department of 4) Labor & industries Search L&I Page 1 of 3 A -Z Index Help My L&I Workplace Rights Trades & Licensing PRESCO TELECOMMUNICATIONS INC Owner or tradesperson Principals PRESTON, MICHAEL ALAN, PRESIDENT PRESTON, NICHELLE LYNNETTE, VICE PRESIDENT Doing business as PRESCO TELECOMMUNICATIONS INC WA UBI No. 601 428 165 14831 SE 324th Street AUBURN, WA 98092 253-833-8088 KING County Business type Corporation Governing persons MICHAEL ALAN PRESTON MICHELLE LINET PRESTON; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. PRESCTI073BN Effective — expiration 01/15/1993— 09/10/2017 Bond .... ........ CBIC Bond account no. 660576 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 09/10/2001 08/29/2001 Expiration date Until Canceled Insurance ................ _........ Alaska National Insurance Co $1,000,000.00 Policy no. 16HLS31099 Received by L&I Effective date 08/09/2016 08/29/2016 Expiration date 08/29/2017 Insurance history Savings Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601428165&LIC=PRESCTIO73BN&SAW= 6/22/2017