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19-105433A�k CITY OF Federal Way FILEENUMBER—A - I Applicant Ralph Paulozzo RECEIVED NOV 12 2019 COMMLINROF Y DEVELOPMENT Y C) 5 _y - AD 506 2nd Avenue Suite 1533 Seattle WA 8104 FILE Eligible Facilities Request DEPARTMENT OF COMMUNITY DEVELOPSMEN33325 h Federal Way. WA 98003-6325 253-835-2607; Fax 253-835-2609 www.cit ofFederalwa .com Date _4Z LI_� Ralph, P aulozzo@coreoneconsultants.com Site Address: 9th Avenue South Federal Wa , WA 98003 Parcel #: 7n91 nd Q1 57 Project Name: VVA5415 Tammy Lane ELIGIBLE FACILITIES SUBMITTAL REQUIREMENTS Use this checklist to help gather all of the required information and documents in order to submit an eligible facilities request pursuant to Federal Way Revised Code (FWRC) 4.24.020. Please note, incomplete applications will not be accepted. Bulletin 081—September 24, 2018 Page 1 of 3 k;\Han�Ble Facilities Request ELIGIBLE FACILITIES CHECKLIST Proposed modifications to an existing tower or base station must meet at least one of the three threshold criteria below for an eligible facilities request. For definitions please referto FWRC 19.256.020. Check all that apply. Collocation of new transmission equipment Removal of transmission equipment _X Replacement of transmission equipment is the proposed modification a substantial change as defined in FWRC 19.256.020? To determine, fill in the appropriate information below. If the application does not meet all of the criteria below, then the project does not qualify as an eligible facility and it Is unnecessary to complete this form. To determine the correct review process, refer to FWRC Chapter 19.256, "Wireless Communication Facilities." Criteria 1 For towers other than towers in the public rights -of -way, it does not increase the height of the tower by more than 10 percent, or by the height of one additional antenna array, with separation from the nearest existing antenna not to exceed 20 feet, whichever is greater. For other eligible support structures, It does not increase the height of the structure by more than 10 percent, or more than 10 feet, whichever is greater. Existing height of the structure: 12()'(ft/ in) Proposed height of the structure: 9 9n, (ft/ In) Distance of proposed array from nearest array: N A (ft/ in) Criteria 2 For towers other than towers in the public rights -of -way, it does not involve adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than 20 feet, or more than the width of the tower structure at the level of the appurtenance, whichever is greater. For other eligible support structures, it does not involve adding an appurtenance to the body of the structure that would protrude from the edge of the structure by more than six feet. What is the existing width of the structure at the level of the appurtenance? " 067.5 (ft/ In) What Is the proposed distance the appurtenance will protrude from the structure? ^SM,' 0` I(ft/ In) Criteria 3 gee RFa For any eligible support structure, it does not involve installation of more than the standard number of new equipment cabinets for the technology involved, but not to exceed four cabinets; or, For towers In the public rights -of -way and base stations, It does not involve installation of any new equipment cabinets on the ground if there are no pre-existing ground cabinets associated with the structure; or It does not involve installation of ground cabinets that are more than 10 percent larger in height or overall volume, than any other ground cabinets associated with the structure. How many new equipment cabinets are proposed? _C) Bulletin 08 1 —September 24, 2018 Page 2 of 3 k:\Handouts\Eligible Facilities Request Criteria 4 ■ For all existing facilities, it does not entail any excavation or deployment outside the current site. Will any excavation or equipment Installation occur outside of the current site of the structure? ❑ Yes ® No _ Criteria 5 For all existing facilities, the modification does not defeat the concealment elements of the eligible support structure. Please describe any existing and proposed concealment elements: _Nonexisting or proposer, Concealment. Will the proposal increase the visibility of the facility? 0 Yes R No Criteria 6 The modification complies with conditions associated with the siting approval of the construction, or modification of the eligible support structure or base station equipment; provided, however, that this limitation does not apply to any modification that is noncompliant only in a manner that would not exceed the thresholds identified above. Identlfy known conditions associated with previous approvals of the existing facility, Nk _ Will the proposal violate any of the above conditions? ❑ Yes ® No If yes, explain: To Be Completed By Staff Is this an Eligible Facility Request? X Yes ❑ No Does the proposal constitute a substantial change? ❑ Yes A No In accordance with FWRC 4.24.020, this application is hereby: Approved ❑ Denied ectvr, Co' munity Development Department Date Bulletin 081— September 24, 2018 Page 3 of 3 k:\Handouts\Eligible Facilities Request RECEIVED - Structure ATC Site Name ATC Asset Number Engineering Number Proposed Carrier Carrier Site Name Carrier Site Number Site Location County Date Max Usage Result Prepared By: Saja Alkhafaji Structural Engineer NOV 12 2019 CITY OF RAL WAY OC MUN ELOPMEi�T AMERICAN TOWER" C O R P O R A T 1 0 N Structural Analysis Report : 120 ft Monopole : 343019TH AVENUE SOUTH, WA : 91531 : OAA753411 C3 01 : AT&T MOBILITY : Tammy lane WA6415 343019Th Avenue South FEDERAL WAY, WA 98003-6290 47.297300,-122.326800 King October 21, 2019 76% : Pass Reviewed By: FILE k •A\ ,.. 44987..E Expires: 12/02/2019 Authorized by "EOR" Oct 23 2019 10:44 AM co COA: 3408 ATC Tower Services LLC . 3500 Regency Parkway, Suite 100 -Cary, NC 27518 - 919-468-0112 0fFlce - 919-466-5414 Fax - www.americantower.com Eng. Number OAA753411_C3_01 Ai October 21, 2019 AMERICAN TOWER' C O R P O R A T I O N Table of Contents Introduction.................................................................................................................................... 1 1 SupportingDocuments.................................................................................................................... 1 Analysis...................................................................................................................................... 1 Conclusion..................................................... .................................................................................. 2 Existingand Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 3 StructureUsages.............................................................................................................................. Foundations..................................................................................................................................... 3 3 Deflectionand Sway......................................................................................................................... StandardConditions 4 ......................................................................................................................... Attached Calculations......................................................................................................................... ATC Tower Servlces LLC - 3500 Regency Parkway, Sulte 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.amerlcantower.com I I AMERICAN TOWERO C O a P O a A T 1 0 N Eng. Number OAA753411_0_01 October 21, 2019 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 AT&T MOBILITY, Supporting Documents Tower Drawings Rohn Drawing #B982068, dated October 7,1998 Foundation Drawing Rohn Drawing #A973803-1 R1, dated December 23,1997 Geotechnical Report Terracon Project #WS-001-01, dated March 18,1997 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, Va,c) 1110 mph 3-Second Gust, Vat) Basic Wind Speed w/ Ice: 30 mph (3-Second Gust) w/ 1/4" radial ice concurrent Code: ANSI/TIA-222-G / 2015 IBC Structure Class: I I Exposure Category: B Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss =1.29, S1= 0.50 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 - 919-46M112 Office - 919-466-5414 Fax - www.americantower.com Eng. Number OAA753411_C3_01 October 21, 2019 AMERICANTOWER® Page 2 C O R P O R A T I O N Existing and Reserved E ui meet Elev?({t) City Antenna MountType 120.0 1 Raycap DC6-48-60-18-8C T-Arm 1 Raycap DC6-48-60-18.8F(32.8 Ibs) 115.0 3 KMW EPBQ 654L8H8-L2 3 KMW EPBQ-654L8H8-B 114.0 3 Nokia AirScale Dual RRH 4T4R B12/B14 320W AH LBA 3 Nokia AirScale Dual RRH 4T4R B25/66 320W AHFIB 112.0 6 Powerwave Allgon LGP21403 6 Kathrein Scala 782 10406 3 Alcatel -Lucent RRH2x60-850 109.0 3 Alcatel -Lucent RRH240-850 Flush 3 Alcatel -Lucent RRH4X25-;WCS 6 JMA Wireless MX06FR0840-02 1 Raycap RCMDC-6627-PF-48 95.0 Side Arm 3 Ericsson Radio 8843 3 Ericsson Radio 4449-B13&B5 w/ protruding items 84.0 2 Andrew Microwaves PX2F-52 1 Trimble Acutime 2000 3 RFS FIM800CAB-ClD 83.0 Side Arm 3 Samsung 800 MHz RRU 3 Samsung RRH-V3 (2.5GHz w/ Finger Guard) 3 Samsung RRH-P4 (1.9 GHz) 3 KMW ETCR-6541-121-16 Lines I Carrier (4) 2" conduit (3) 0.39" (10mm) Fiber Trunk (8) 7/8" Coax AT&T MOBILITY (1) 3/8" (0.38"- 9.5mm) RET Control Cable (1) 11/4" Hybriflex VERIZON WIRELESS Cable (3) 11/4" Hybriflex Cable (2) 3" conduit CLEARWIRE (1) 5/16" (0.31"- CORPORATION 7.9mm) Coax (2) 1/2" Coax E ui ment to be Removed Elev.1(ft) MY Antenna MountType Lines Carrier 3 dbSpectra DS7W2QT8-02 118.0 1 Raycap DC6-48-60-18-8F(32.8 Ibs) (4) 7/8" Coax AT&T MOBILITY 3 Alcatel- Lucent RRH2x60-850 Proposed Ectuipment Elev.1(ft) Qty Antenna MountType Lines Carrier 120.0 1 Raycap DC6-48-60-18-8C - 115.0 3 dbSpectra DS7W2QT8-VT (4) 15/8" Coax T-Arm (6) 0.76" (19.2mm) AT&T MOBILITY 8AWG6 114.0 3 Nokia AirScale RRH 4T4R BS 160W AHCA (2) 0.39" Fiber Trunk 1 Contracted elevations are shown for appurtenances within contracted installation tolerances. Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines inside the pole shaft. 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' G O R P O R A T 1 0 N Structure Usaaes Structural Component Controlling Usage Pass/Fail Anchor Bolts 49% Pass Shaft 65% Pass Base Plate 25516 Pass Flanges 76% Pass Foundations Reaction Component Analysis Reactions % of Usage Moment (Kips -Ft) 1,137.6 33% Axial (Kips) 31.81 4% Shear (Kips) 13.1 33% Eng. Number OAA753411_C3_01 October 21, 2019 Page 3 The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. Deflection and Swav* Antenna Deflection Sway (Rotation) Elevation (ft) Antenna Carrier (ft) (') 120.0 Raycap DC6-48-60-18-8C 0.712 115.0 dbSpectra DS7W2QT8-VT AT&T MOBILITY 0.665 0.529 114.0 Nokia AirScale RRH 4T4R B5160W 0.656 AHCA 84.0 1 Andrew Microwaves PX2F-52 CLEARWIRE CORPORATION 0.393 0,468 *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.amerlcantower.com Fj AMERICAN TOWER' C 0 R P 0 a A T 1 0 N Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: ■ Information supplied by the client regarding antenna, mounts and feed line loading Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com ® 2007 - 2019 by ATC IP LLC. All rlghrs reserved. 120'-0' 118'-0' Ile n- 114'-0` 112'-0' 109'-0' 100'-0' 97-0' 95-0' 83'-0' so'-o' 40'-0' 0'0' 24'-0' 1/4" Thick (42 KS I) 20'-0` 318` Thick (42' 4-r -0- 3/8" Thick 12( (42 6_'' 0' 318" Thick (42 KSI) 1'-0- Job Information Client: AT&T MOBILITY Pole: 91531 Code: ANSI/TIA-222-G Location: 34301 9TH AVENUE SOUTH, WA Description : 120' Monopole Struct Class : II Shape: Round Exposure: B Height : 120.00 (ft) Topo : 1 Base Elev (ft): 0,00 Taper: 0.00000Qin/ft) Sections Properties Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Grade Section (ft) Top Bottom (in) Type (in) Shape (ksi) 1 40.000 42.00 42.00 0.375 0.000 Round 42 2 40.000 36.00 36.00 0.375 Butt Joint 0.000 Round 42 3 20.000 30.00 30.00 0.375 Butt Joint 0.000 Round 42 4 20.000 24.00 24.00 0.250 Butt Joint 0.000 Round 42 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) City Description 120.000 120.000 1 Raycap DC6-48-60-18-8C 120.000 120.000 1 Raycap DC6-48-60-18-8C 120.000 122.000 1 Raycap DC6-48-60-18-8F(32.8 lb 118.000 118,000 3 Generic Round T-Arm 115.000 112.000 3 KMW EPBQ-054LBHB-L2 115.000 115.000 3 dbSpectra DS7W2QT8-VT 115.000 115.000 3 KMW EPBQ-054L8HB-B 114.000 110.000 3 Nokia AirScale Dual RRH 4T4R B 114.000 110.000 3 Nokia Airscale Dual RRH 4T4R B 114.000 114.000 3 Nokia AirScale RRH 4T4R B5 160 112.000 112.000 6 Powerwave Allgon LGP21403 112,000 112.000 6 Kathrein Scala 782 10406 109.000 105.000 3 Alcatel -Lucent RRH4X25-WCS 109.000 109.000 3 Alcatel -Lucent RRH2x60-850 109.000 109.000 3 Alcatel -Lucent RRH2x60-850 97.000 97.000 3 Round Side Arm 95.000 95.000 6 JMA Wireless MX0SFRO840-02 95.000 95.000 1 Raycap RCMDC-6627-PF-48 95.000 95.000 3 Ericsson Radio 8843 95.000 95.000 3 Ericsson Radio 4449-BI3&85 84.000 84.000 2 Andrew Microwaves PX2F-52 83.000 83.000 3 Flat Side Arm 83.000 83.000 3 KMW ETCR-054L12H6 83.000 83.000 3 Samsung RRH-P4 (1.9 GHz) 83.000 83.000 3 Samsung RRH-V3 (2.5GHz w/ 83.000 83.000 3 Samsung 800 MHz RRU 83.000 83.000 3 RFS FIM800CAB-C1D 83.000 95.000 1 Trimble Acutime 2000 Linear Appurtenance Elev (ft) Exposed From To Description To Wind 5.000 79.000 1/2" Coax No 5.000 83.000 1 114" Hybriflex No 6.000 83.000 3" conduit No 5.000 83.000 3" conduit No 5.000 83.000 5/16" (0.31% No 5.000 109.0 3/8" (0.38"- No 6.000 116.0 1 5/8" Coax No 5.000 115.0 7/8" Coax No 120'-0' 118'-0' „r A 114'-0' 112'-0" 109'-0" 97-0' 95-0 SO'•0' -10' -0" 0'0" 20'-0" lip Thick (42 KSI) 20'-0' 318`Thick (42 KSI 3/8' Thick (42 KSI) IN Y,-0" 318" Thick (42 KSI-.. 1'-0" 6.000 120.0 0.76" (19.2mm) 8 No 5.000 120.0 2" conduit No 0.000 118.0 0.39" (10mm) No 0.000 118.0 0.39" (10mm) No 0.000 114.0 0.39" (10mm) No 0.000 114.0 0.76" 09.2mm) 8 No 0.000 114.0 2" conduit No 0.000 95.000 1 1/4" Hyeriflex No Load Cases Reactions Moment Load Case (kip-ft) Shear (kip) Axial (kip) 0.00 0.00 0.00 Dish Deflections Attach Deflection Load Case Elev (ft) (in) Rotation (deg) 0.00 0.000 0.000 I W Load Case: MaxPcd.abel 000 Interaction Site Number: 91531 Code: ANSIITIA-222-G ©2007 - 2019 byATC IP LLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10121/2019 5:04:00 PM Customer: AT&T MOBILITY Analysis Parameters Location : King County, WA Height (ft) : 120 Code: ANSIITIA-222-G Base Diameter (in) : 42.00 Shape: Round Top Diameter (in) : 24.00 Pole Type: Stepped Taper (inlft) : 0.000 Pole Manfacturer : Rohn Rotation (deg) : 0.00 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 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): 1.68 TL (sec): 6 p: 1 C a : 0.197 S g: 1.287 S1: 0.495 C s Max: 0.197 F a: 1.000 F„ : 1.506 C s Min: 0.038 S de: 0.858 SO: 0.497 Load Cases 1.213+ 1.6W 85 mph with No Ice 0.913 + 1.6W 85 mph with No Ice (Reduced DL) 1.213 + 1.013i + 1.0Wi 30 mph with 0.25 in Radial Ice (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method 1.0D + 1.OW Serviceability 60 mph Page: 1 Site Number: 91631 Code: ANSIITIA-222-G 02007-2019 byATC IP LLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/21/2019 5:04:00 PM Customer: AT&T MOBILITY Shaft Section Properties Top Slip Bottom Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix Wit DA Dia Elev Area Ix Wit D/t Taper Info (ft) (in) (ksi) TypeLen (in) (lb) (in) (ft) (in 2) (in4) Ratio Ratio (in) (ft) _ (in 2) (in4) Ratio Ratio (in/ft) 1-R 40.000 0.3750 42 0.00 6,676 42.00 0.00 49.04 10628.9 0.00 112.00 42.00 40.00 49.04 10628.9 0.00 112.00 0.000000 2-R 40.000 0.3750 42 Butt 0.00 5,713 36.00 40.00 41.97 6663.3 0.00 98.00 36.00 80.00 41.97 6663.3 0.00 96.00 0.000000 3-11 20.000 0.3750 42 Butt 0.00 2,375 30.00 80.00 34.90 3831.8 0.00 80.00 30.00 100.00 34.90 3831.8 0.00 80.00 0.000000 4-R 20.000 0.2500 42 Butt 0.00 1,269 24.00 100.00 18.65 1316.2 0.00 96.00 24.00 120.00 18.65 1316.2 0.00 96.00 0.000000 Shaft Weight 16,032 Discrete Appurtenance Properties Attach Vert No Ice Ice Elev Ecc Weight EPAa Orientation Weight EPAa Orientation (ft) Description City Ka (it) (lb) (sf) Factor (lb) (sf) Factor 120.00 Raycap DC6-48-60-18-BF(32.8 1 0.80 2.000 32.80 1.470 1.00 52.94 1.698 1.00 120.00 Raycap DC6-4"0-18-SC 1 0.80 0.000 16.00 2.030 1.00 35.00 2.278 1.00 120.00 Raycap OCS-4"0-18-8C 1 0.80 0.000 16.00 2.030 1.00 35.00 2.278 1.00 118.00 Generic Round T-Arm 3 0.76 0.000 312.50 9.700 0.67 397.66 12.387 0.67 115.00 KMW EPBQ-654L8H8-B 3 0.80 0.000 71.20 11.470 0.70 147.07 12.522 0.70 115.00 dbSpectra DS7W2QT8-VT 3 0.80 0.000 195.00 16.150 0.63 305.90 17.101 0.63 115.00 KMW EPBQ-654L8H8-L2 3 0.80 -3.000 86.00 18.090 0.61 191.59 19.291 0.61 114.00 Nokia AlrScale RRH 4T4R B5 3 0.80 0.000 36.30 1.290 0.50 48.07 1.535 0.50 114.00 Nokia Airscale Dual RRH 4T4R 3 0.80 -4.000 77.20 2.230 0.67 97.33 2.562 0.67 114.00 Nokia AlrScale Dual RRH 4T4R 3 0.80 -4,000 88.20 3.680 0.68 121.66 4.105 0.68 112.00 Kathreln Scala 782 10406 6 0.80 0.000 19.20 0.970 0.50 26.86 1.182 0.50 112.00 Powerwave Allgon LGP21403 6 0.80 0.000 14.10 1.100 0.50 22.19 1.331 0.50 109.00 Alcatel -Lucent RRH2x60-850 3 0.80 0.000 48.00 1.730 0.50 66.65 2.019 0.50 109.00 Alcatel -Lucent RRH2x60-850 3 1.00 0.000 48.00 1.730 0.50 66.66 2.019 0.50 109.00 Alcatel -Lucent RRH4X25-WCS 3 0.80 -4.000 70.00 3.160 0.72 99.55 3.579 0.72 97.00 Round Side Arm 3 1.00 0.000 150.00 5.200 0.67 173.38 6.068 0.67 95.00 Ericsson Radio 4449-B13&B5 w/ 3 0.80 0.000 70.00 1.980 0.50 90.60 2.278 0.50 95.00 Ericsson Radio 8843 3 0.80 0.000 85.00 3.500 0.70 117.52 3.907 0.70 95.00 Raycap RCMDC-6627-PF-48 1 0.80 0.000 32.00 4.060 1.00 72.51 4.495 1.00 95.00 JMA Wireless MX06FRO840-02 6 0.80 0.000 75.00 17.200 0.67 192.45 18.373 0.67 84.00 Andrew Microwaves PX2F-52 2 1.00 0.000 18.70 5.720 1:00 37.73 6.230 1.00 83.00 Trimble Acutlme 2000 1 0.80 2.000 1.30 0.250 1.00 5.62 0.358 1.00 83.00 RFS FIM800CAB-CID 3 0.80 0.000 53.00 1.230 0.50 66.92 1.467 0.60 83.00 Samsung 800 MHz RRU 3 0.80 0.000 69.50 2.310 0.67 83.99 2.624 0.67 83.00 Samsung RRH-V3 (2.5GHz w/ 3 0.80 0.000 69.50 2.400 0.67 82.75 2.720 0.67 83.00 Samsung RRH-P4 (1.9 GHz) 3 0.80 0.000 62.80 2.740 0.67 88.09 3.093 0.67 83.00 Flat Side Arm 3 1.00 0.000 160.00 6.300 0.67 173.00 7.073 0.67 83.00 KMW ETCR-654L12H6 3 0.80 0.000 84.90 15.710 0.61 176.88 16.742 0.61 Totals Num Loadings:28 82 6,203.60 9,508.36 Linear Appurtenance Properties Load Case Azimuth (deg) : Elev Elev Coax Coax Max Dist Dist Dist Exposed From To Dia Wt Coax / Between Between Azimuth From To (ft) (ft) Qty Description (In) (lb/ft) Flat Row Rows (in) Cols (in) (deg) Face (in) Wind Carrier 6.00 120.00 4 0.76" (19.2mm) 8 AWG 0.76 0.53 N 0 0.00 0.00 0 0.00 N AT&T MOBILITY 5.00 120.00 2 2" conduit 2.38 3.65 N 0 0.00 0.00 0 0.00 N AT&T MOBILITY 0.00 118.00 1 0.39" (10mm) Fiber 0.39 0.06 N 0 0.00 0.00 0 0.00 N AT&T MOBILITY 0.00 118.00 2 0.39" (10mm) Fiber 0.39 0.06 N 0 0.00 0.00 0 0.00 N AT&T MOBILITY 5.00 115.00 4 1 5/8" Coax 1.98 0.82 N 0 0.00 0.00 0 0.00 N AT&T MOBILITY 5.00 115.00 8 7/8" Coax 1.09 0.33 N 0 0.00 0.00 0 0.00 N AT&T MOBILITY 0.00 114.00 2 0.39" (10mm) Fiber 0.39 0.06 N 0 0.00 0.00 0 0.00 N AT&T MOBILITY Page: 2 Site Number: 91631 Code: ANSI/TIA-222-G 9)2007 - 2019 byATC /P LLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411_C3_01 10/21/2019 5:04:00 PM Customer: AT&T MOBILITY 0.00 114.00 2 0.76" (19.2mm) 8 AWG 0.76 0.53 N 0 0.00 0.00 0 0.00 N AT&T MOBILITY 0.00 114.00 2 2" conduit 2.38 3.66 N 0 0.00 0.00 0 0.00 N AT&T MOBILITY 5.00 109.00 1 3/8" (0.38"-9.5mm) 0.38 0.23 N 0 0.00 0.00 0 0.00 N AT&T MOBILITY 0.00 95.00 1 1 1/4" Hybriflex Cable 1.54 1.00 N 0 0.00 0.00 0 0.00 N VERIZON WIRELESS 5.00 83.00 3 1 1/4" Hybriflex Cable 1.54 1.00 N 0 0.00 0.00 0 0.00 N CLEARWIRE 5.00 83.00 1 3" conduit 3.60 7.58 N 0 0.00 0.00 0 0.00 N CLEARWIRE 5.00 83.00 1 3" conduit 3.50 7.58 N 0 0.00 0.00 0 0.00 N CLEARWIRE 5.00 83.00 1 5116" (0.31"-7.9mm) 0.31 0.05 N 0 0.00 0.00 0 0.00 N CLEARWIRE 5.00 79.00 2 1/2" Coax 0.63 0.15 N 0 0.00 0.00 0 0.00 N CLEARWIRE Page: 3 Site Number: 91531 Code: ANSIITIA-222-G ©2007 - 2019 byATC /P LLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/21/2019 5:04:00 PM Customer: AT&T MOBILITY Seament Properties (Max Len : 3.ft) Seg Top Flat Elev Thick Dia Area ix wit D/t Py S Z Weight (ft) Description (In) (In) (in2) (in°) Ratio Ratio (ksf) (I0) (In3) (lb) 0.00 0.3750 42.000 49.038 10,628.9 0.00 112.00 37.8 506.1 649.8 0.0 3.00 0.3750 42.000 49.038 10,628.9 0.00 112.00 37.8 506.1 649.8 500.6 6.00 0.3750 42.000 49.038 10,628.9 0.00 112.00 37.8 606.1 649.8 600.6 9.00 0.3760 42.000 49.038 10,628.9 0.00 112.00 37.8 606.1 649.8 500.6 12.00 0.3750 42.000 49.038 10,628.9 0.00 112.00 37.8 506.1 649.8 500.6 15.00 0.3750 42.000 49.038 10,628.9 0.00 112.00 37.8 506.1 649.8 500.6 18.00 0.3750 42.000 49.038 10,628.9 0.00 112.00 37.8 606.1 649.8 500.6 21.00 0.3750 42.000 49.038 10,628.9 0.00 112.00 37.8 506.1 649.8 500.6 24.00 0.3750 42.000 49.038 10,628.9 0.00 112.00 37.8 506.1 649.8 600.6 27.00 0.3750 42.000 49.038 10,628.9 0.00 112.00 37.8 606.1 649.8 500.6 30.00 0.3750 42.000 49.038 10,626.9 0.00 112.00 37.8 506.1 649.8 600.6 33.00 0.3750 42.000 49.038 10,628.9 0.00 112.00 37.6 606.1 649.8 500.6 36.00 0.3750 42.000 49.038 10,628.9 0.00 112.00 37.8 506.1 649.8 500.6 39.00 0.3750 42.000 49.038 10,628.9 0.00 112.00 37.8 606.1 649.8 600.6 40.00 Top - Section 1 0.3750 42.000 49.038 10,628.9 0.00 112.00 37.8 606.1 649.8 166.9 40.00 Bot - Section 2 0.3750 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 475.9 42.00 0.3750 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 475.9 285.6 45.00 0.3750 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 475.9 428.4 48.00 0.3750 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 475.9 428.4 51.00 0.3750 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 475.9 428.4 54.00 0.3750 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 476.9 428.4 57.00 0.3760 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 476.9 428.4 60.00 0.3750 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 475.9 428.4 63.00 0.3750 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 475.9 428.4 66.00 0.3750 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 475.9 428.4 69.00 0.3750 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 475.9 428.4 72.00 0.3750 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 475.9 428.4 75.00 0.3750 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 475.9 428.4 78.00 0.3750 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 476.9 428.4 80.00 Top - Section 2 0.3760 36.000 41.970 6,663.3 0.00 96.00 39.4 370.2 475.9 286.6 80.00 Bot - Section 3 0.3760 30.000 34.901 3,831.8 0.00 80.00 41.7 255.5 329.1 81.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 41.7 255.6 329.1 118.8 83.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 41.7 255.5 329.1 237.5 84.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 41.7 255.6 329.1 118.8 87.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 41.7 255.5 329.1 356.3 90.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 41.7 255.6 329.1 356.3 93.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 41.7 255.5 329.1 356.3 95.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 41.7 255.5 329.1 237.5 96.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 41.7 255.5 329.1 118.8 97.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 41.7 255.6 329.1 118.8 99.00 0.3750 30.000 34.901 3,831.8 0.00 80.00 41.7 255.6 329A 237.5 100.0 Top - Section 3 0.3760 30.000 34.901 3,831.8 0.00 80.00 41.7 265.6 329.1 118.8 100.0 Bot - Section 4 0.2500 24.000 18.653 1,316.2 0.00 96.00 39.4 109.7 141.0 102.0 0.2500 24.000 18.653 1,316.2 0.00 96.00 39.4 109.7 141.0 126.9 105.0 0.2600 24.000 18.653 1,316.2 0.00 96.00 39.4 109.7 141.0 190.4 108.0 0.2500 24.000 18.653 1,316.2 0.00 96.00 39.4 109.7 141.0 190.4 109.0 0.2500 24.000 18.653 1,316.2 0.00 96.00 39.4 109.7 141.0 63.6 111.0 0.2500 24.000 18.653 1,316.2 0.00 96.00 39.4 109.7 141.0 126.9 112.0 0.2600 24.000 18.653 1,316.2 0.00 96.00 39.4 109.7 141.0 63.6 114.0 0.2500 24.000 18.653 1,316.2 0.00 96.00 39.4 109.7 141.0 126.9 115.0 0.2500 24.000 18.653 1,316.2 0.00 96.00 39.4 109.7 141.0 63.5 117.0 0.2500 24.000 18.653 1,316.2 0.00 96.00 39.4 109.7 141.0 126.9 118.0 0.2600 24.000 18.663 1,316.2 0.00 96.00 39.4 109.7 141.0 63.6 120.0 0.2500 24.000 18.653 1,316.2 0.00 96.00 39.4 109.7 141.0 126.9 16,031.9 Page: 4 Site Number: 91531 Code: ANSI/TIA-222-G ©2007-2019byATCIPLLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/21/2019 5:04:00 PM Customer: AT&T MOBILITY Load Case: 1.21) + 1.6W 85 mph with No Ice 24 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 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 (lb) (lb) (lb) (lb-ft) (lb-ft) (lb) (lb) (lb) (lb) (lb) (lb-ft) (lb) 0.00 68.2 0.0 0.0 0.0 68.2 0.0 0.0 0.0 3.00 136.4 600.7 0.0 34.8 136.4 635.5 0.0 0.0 6.00 136.4 600.7 0.0 75.7 136.4 676.4 0.0 0.0 9.00 136.4 600.7 0.0 167.5 136.4 758.2 0.0 0.0 12.00 136.4 600.7 0.0 157.5 136.4 758.2 0.0 0.0 15.00 136.4 600.7 0.0 167.6 136.4 758.2 0.0 0.0 18.00 136.4 600.7 0.0 167.5 136.4 768.2 0.0 0.0 21.00 136.4 600.7 0.0 157.5 136.4 758.2 0.0 0.0 24.00 136.4 800.7 0.0 157.5 136.4 758.2 0.0 0.0 27.00 136.4 600.7 0.0 157.5 136.4 768.2 0.0 0.0 30.00 137.4 600.7 0.0 157.5 137.4 758.2 0.0 0.0 33.00 140.2 600.7 0.0 157.6 140.2 758.2 0.0 0.0 36.00 143.8 600.7 0.0 167.5 143.8 75B.2 0.0 0.0 39.00 97.4 600.7 0.0 157.6 97.4 758.2 0.0 0.0 40.00 Top -Section 1 67.2 200.2 0.0 52.5 67.2 252.7 0.0 0.0 42.00 107.7 342.8 0.0 105.0 107.7 447.7 0.0 0.0 46.00 131.4 614.1 0.0 167.5 131.4 671.6 0.0 0.0 48.00 133.8 614.1 0.0 167.5 133.8 671.6 0.0 0.0 51.00 136.1 514.1 0.0 157.5 136.1 671.6 0.0 0.0 54.00 138.4 514.1 0.0 157.5 138.4 671.6 0.0 0.0 57.00 140.6 614.1 0.0 167.5 140.5 671.6 0.0 0.0 60.00 142.6 514.1 0.0 167.5 142.6 671.6 0.0 0.0 63.00 144.6 514A 0.0 157.5 144.6 671.6 0.0 0.0 66.00 146.6 514.1 0.0 157.5 146.5 671.6 0.0 0.0 69.00 148.4 514.1 0.0 157.5 148.4 671.6 0.0 0.0 72.00 150.2 514.1 0.0 157.5 150.2 671.6 0.0 0.0 75.00 152.0 514.1 0.0 157.5 152.0 671.6 0.0 0.0 78.00 127.9 514.1 0.0 167.5 127.9 671.6 0.0 0.0 80.00 Top -Section 2 73.0 342.8 0.0 104.6 73.0 447.4 0.0 0.0 81.00 64.9 142.5 0.0 52.1 64.9 194.6 0.0 0.0 83.00 Appurtenance(s) 65.1 285.0 1,429.1 0.0 11.7 1,692.5 0.0 104.3 1,494.2 2,081.8 0.0 0.0 84.00 Appurtenance(s) 87.5 142.5 332.6 0.0 0.0 44.9 0.0 30.3 420.2 217.7 0.0 0.0 87.00 132.2 427.5 0.0 90.8 132.2 518.4 0.0 0.0 90.00 133.4 427.6 0.0 90.8 133.4 618.4 0.0 0.0 93.00 112.1 427.5 0.0 90.8 112.1 518.4 0.0 0.0 95.00 Appurtenance(s) 67.7 285.0 2,012.4 0.0 0.0 1,136.4 0.0 60.6 2,080.0 1,482.0 0.0 0.0 96.00 45.3 142.5 0.0 29.1 46.3 171.6 0.0 0.0 97.00 Appurtenance(s) 68.3 142.5 316.7 0.0 0.0 540.0 0.0 29.1 384.9 711.6 0.0 0.0 99.00 68.6 285.0 0.0 68.2 68.5 343.2 0.0 0.0 100.00 Top -Section 3 59.7 142.5 0.0 29.1 59.7 171.6 0.0 0.0 102.00 92.3 152.3 0.0 58.2 92.3 210.5 0.0 0.0 105.00 111.6 228.5 0.0 87.2 111.6 315.7 0.0 0.0 108.00 74.8 228.5 0.0 87.2 74.8 316.7 0.0 0.0 109.00 Appurtenance(s) 56.5 76.2 315.5 0.0 -676.9 597.6 0.0 29.1 372.0 702.8 0.0 0.0 111.00 56.6 152.3 0.0 67.6 56.6 209.9 0.0 0.0 112.00 Appurtenance(s) 66.9 76.2 156.8 0.0 0.0 239.8 0.0 28.8 213.7 344.7 0.0 0.0 114.00 Appurtenance(s) 57.0 152.3 350.3 0.0 A,204.9 722.5 0.0 57.6 407.4 932.5 0.0 0.0 115.00 Appurtenance(s) 57.3 76.2 2,225.6 0.0-2,508.0 1,267.9 0.0 18.6 2,282.9 1,362.7 0.0 0.0 Page: 5 Site Number: 91531 Code: ANSI/TIA-222-G 02007-2019byATC/PCCC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/21/2019 5:04:05 PM Customer: AT&T MOBILITY Load Case: 1.21) + 1.6W 85 mph with No Ice 24 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 117.00 01.0 1044 118.00 Appurtenance(s) 57.7 76.2 468.5 0.0 0.0 1,125.0 120.00 Appurtenance(s) 38.5 152.3 142.6 0.0 78.1 77.9 Page: 6 V.V GV.V Vl.V /W.Y V.V V.V 0.0 11.6 526.3 1,212.7 0.0 0.0 0.0 22.6 181.2 252.7 0.0 0.0 Totals: 13,126.2 31,823.3 0.00 0.00 Site Number: 91631 Code:ANSIITIA-222-G 02007-2019byATC/PLLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411_C3_01 Customer: AT&T MOBILITY 10/21/2019 5:04:05 PM Load Case: 1.21) + 1.6W 85 mph with No Ice 24 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 Calculated Forces Seg Pu Vu Elev FY (-) FX (•) (ft) (kips) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) phi phi phi Vn Tn Mn (kips) (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -31.81 -13.08 0.00 -1,137.62 0.00 1,137.62 1,668.87 834.44 2,866.90 1,797.79 0.00 0.00 0.662 3.00 -31.16 -12.99 0.00 -1,098.37 0.00 1,098.37 1,668.87 834.44 2,866.90 1,797.79 0.03 -0.09 0.630 6.00 -30.46 -12.90 0.00 -1,059.39 0.00 1,059.39 1,668.87 834.44 2,866.90 1,797.79 0.11 -0.18 0.608 9.00 -29.69 -12.80 0.00 -1,020.69 0.00 1,020.69 1,668.87 834.44 2,866.90 1,797.79 0.25 -0.26 0.686 12.00 -28.91 -12.70 0.00 -982.27 0.00 982.27 1,668.87 834.44 2,866.90 1,797.79 0.44 -0.34 0.564 15.00 -28.14 -12.60 0.00 -944.16 0.00 944.16 1,668.87 834.44 2,866.90 1,797.79 0.68 -0.42 0.542 18.00 -27.36 -12.49 0.00 -906.36 0.00 906.36 1,668.87 834.44 2,866.90 1,797.79 0.97 -0.49 0.521 21.00 -26.59 -12.38 0.00 -868.89 0.00 868.89 1,668.87 834.44 2,866.90 1,797.79 1.30 -0.56 0.499 24.00 -26.82 -12.27 0.00 -831.74 0.00 831.74 1,668.87 834.44 2,866.90 1,797.79 1.67 -0.63 0.478 27.00 -25.06 -12.15 0.00 -794.94 0.00 794.94 1,668.87 834.44 2,866.90 1,797.79 2.09 -0.70 0.467 30.00 -24.28 -12.03 0.00 -758.49 0.00 758.49 1,668.87 834.44 2,866.90 1,797.79 2.55 -0.76 0.437 33.00 -23.61 -11.90 0.00 -722.41 0.00 722.41 1,668.87 834.44 2,866.90 1,797.79 3.06 -0.82 0.416 36.00 -22.75 -11.77 0.00 -686.70 0.00 686.70 1,668.87 834.44 2,866.90 1,797.79 3.58 -0.88 0.396 39.00 -21.98 -11.67 0.00 -051.40 0.00 651.40 1,668.87 834.44 2,866.90 1,797.79 4.15 -0.93 0.376 40.00 -21.73 -11.61 0.00 -639.73 0.00 639.73 1,668.87 834.44 2,866.90 1,797.79 4.34 -0.95 0.369 40.00 -21.73 -11.61 0.00 -639.73 0.00 639.73 1,490.10 745.05 2,187.51 1,339.68 4.34 -0.95 0.492 42.00 -21.27 -11.52 0.00 -616.50 0.00 616.50 1,490.10 745.05 2,187.51 1,339.68 4.75 -0.98 0.475 45.00 -20.59 -11.40 0.00 -581.96 0.00 581.96 1,490.10 745.05 2,187.51 1,339.68 5.39 .1.06 0.448 48.00 -19.90 -11.28 0.00 -547.76 0.00 547.76 1,490.10 745.06 2,187.51 1,339.68 6.08 -1.13 0.422 51.00 -19.22 -11.15 0.00 -513.92 0.00 513.92 1,490.10 745.05 2,187.51 1,339.68 6.81 -1.20 0.397 64.00 -18.64 -11.02 0.00 -480.47 0.00 480.47 1,490.10 746.05 2,187.61 1,339.68 7.58 -1.26 0.371 57.00 -17.86 -10.88 0.00 -447,42 0.00 447.42 1,490.10 745.05 2,187.51 1,339.68 8.39 -1.32 0.346 60.00 -17.18 -10.74 0.00 -414.78 0.00 414.78 1,490.10 745.05 2,187.51 1,339.68 9.24 -1.38 0.321 63.00 -16.51 -10.59 0.00 -382.67 0.00 382.67 1,490.10 746.05 2,187.51 1,339.68 10.12 -1.43 0.297 66.00 -15.83 -10.44 0.00 -350.80 0.00 350.80 1,490.10 745.05 2,187.51 1,339.68 11.03 -1.47 0.273 69.00 -16.16 -10.28 0.00 -319.48 0.00 319.48 1,490.10 746.06 2,187.51 1,339.68 11.97 -1.52 0.249 72.00 -14.48 -10.13 0.00 -288.63 0.00 288.63 1,490A0 745.06 2,187.51 1,339.68 12.94 -1.56 0.226 75.00 -13.81 -9.96 0.00 -258.25 0.00 268.25 1,490.10 746.06 2,187.51 1,339.68 13.93 .1.59 0.202 78.00 -13.14 -9.82 0.00 -228.37 0.00 228.37 1,490.10 745.05 2,187.51 1,339.68 14.94 -1.62 0.179 80.00 -12.69 -9.74 0.00 -208.72 0.00 208.72 1,490.10 745.05 2,187.61 1,339.68 15.62 -1.64 0.164 80.00 -12.69 -9.74 0.00 -208.72 0.00 208.72 1,311.06 655.53 1,597.15 948.43 15.62 -1.64 0.230 81.00 -12.49 -9.67 0.00 -198.98 0.00 198.98 1,311.06 655.63 1,597A5 948.43 15.96 -1.65 0.220 83.00 -10.46 -8.12 0.00 -179.63 0.00 179.63 1,311.06 656.63 1,597.15 948.43 16.66 .1.68 0.198 84.00 -10.25 -7.70 0.00 -171.50 0.00 171.50 1,311.06 655.53 1,697.15 948.43 17.01 .1.69 0.189 87.00 -9.73 -7.66 0.00 -148.40 0.00 148.40 1,311.06 655.63 1,697.15 948.43 18.09 -1.73 0.164 90.00 -9.21 -7.41 0.00 -125.72 0.00 125.72 1,311.06 655.63 1,697.15 948.43 19.18 -1.76 0.140 93.00 -8.69 -7.29 0.00 -103.48 0.00 103.48 1,311.06 656.63 1,597.15 948.43 20.29 -1.78 0.116 95.00 -7.27 -5.17 0.00 -88.90 0.00 88.90 1,311.06 655.53 1,597.15 948.43 21.04 .1.80 0.099 96.00 -7.10 -5.12 0.00 -83.74 0.00 83.74 1,311.06 655.53 1,597.15 948.43 21.42 -1.80 0.094 97.00 -6.40 -4.71 0.00 -78.62 0.00 78.62 1,311.06 655.53 1,597.15 948.43 21.80 -1.81 0.088 99.00 -6.06 -4.63 0.00 -69.21 0.00 69.21 1,311.06 655.53 1,597.15 948.43 22.66 -1.82 0.078 100.00 -5.89 -4.67 0.00 -64.57 0.00 64.57 1,311.06 666.63 1,597.15 948.43 22.94 .1.82 0.073 100.00 -5.89 -4.57 0.00 -64.57 0.00 64.57 662.26 331.13 648.15 396.94 22.94 -1.82 0.172 Page: 7 Site Number: 91531 Code: ANSI/TlA-222-G ©2007-2019byATC1PLLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/21/2019 5:04:05 PM Customer: AT&T MOBILITY Load Case: 1.21) + 1.6W 85 mph with No Ice 24 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 102.00 -5.68 -4.47 0.00 -55.44 u.uu 00.44 abz.za s131.1.2 0V0. is 00v.a4 Alfa i -1.01a W. 1- 105.00 -5.37 -4.35 0.00 -42.03 0.00 42.03 662.26 331.13 648.15 396.94 24.87 -1.86 0.114 108.00 -6.06 -4.27 0.00 -28.98 0.00 28.98 662.26 331.13 648.15 396.94 26.05 -1.89 0.081 109.00 -4.36 -3.87 0.00 -24.72 0.00 24.72 662.26 331.13 648.15 396.94 26.45 -1.89 0.069 111.00 -4.16 -3.81 0.00 -16.97 0.00 16.97 662.26 331.13 648.15 396.94 27.24 -1.90 0.049 112.00 -3.82 -3.58 0.00 -13.16 0.00 13.16 662.26 331.13 648.16 396.94 27.64 -1.91 0.039 114.00 -2.90 -3.15 0.00 -6.00 0.00 6.00 662.26 331.13 648.15 396.94 28.44 4.91 0.020 115.00 -1.61 -0.82 0.00 -2.85 0.00 2.86 662.26 331.13 648.15 396.94 28.84 -1.91 0.010 117.00 -1.44 -0.76 0.00 -1.21 0.00 1.21 662.26 331.13 648.15 396.94 29.64 -1.91 0.005 118.00 -0.25 -0.19 0.00 -0.45 0.00 0.45 662.26 331.13 648.16 396.94 30.04 -1.91 0.002 120.00 0.00 -0A8 0.00 -0.08 0.00 0.08 662.26 331.13 648A5 396.94 30.84 -1.91 0.000 Page: 8 Site Number: 91531 Code: ANSUTIA-222-G ©2007-2019 byATC /P LLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3 01 Customer: AT&T MOBILITY Load Case: 0.91) + 1.6W Gust Response Factor :1.10 Dead Load Factor :0.90 Wind Load Factor :1.60 Applied Segment Forces Summary_ Shaft Forces 85 mph with No Ice (Reduced DL) Discrete Forces Linear Forces 10/21/2019 5:04:06 PM 23 Iterations Wind Importance Factor 1.00 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 (lb) (lb) (lb) (lb-ft) (lb-ft) (lb) (lb) (lb) (lb) (lb) (lb-ft) (lb) 0.00 68.2 0.0 0.0 0.0 68.2 0.0 0.0 0.0 3.00 136.4 450.5 0.0 26.1 136.4 476.6 0.0 0.0 6.00 136.4 450.5 0.0 56.9 136.4 507.3 0.0 0.0 9.00 136.4 450.5 0.0 118.1 136.4 568.6 0.0 0.0 12.00 136.4 450.5 0.0 118.1 136.4 668.6 0.0 0.0 15.00 136.4 450.5 0.0 118.1 136.4 568.6 0.0 0.0 18.00 136.4 450.5 0.0 118.1 136.4 568.6 0.0 0.0 21.00 136.4 450.5 0.0 118.1 136.4 568.6 0.0 0.0 24.00 136.4 450.5 0.0 118.1 136.4 568.6 0.0 0.0 27.00 136.4 450.5 0.0 118.1 136.4 568.6 0.0 0.0 30.00 137.4 460.6 0.0 118.1 137.4 668.6 0.0 0.0 33.00 140.2 450.5 0.0 118.1 140.2 668.6 0.0 0.0 36.00 143.8 450.5 0.0 118.1 143.8 568.6 0.0 0.0 39.00 97.4 450.5 0.0 118.1 97.4 568.6 0.0 0.0 40.00 Top -Section 1 67.2 150.2 0.0 39.4 67.2 189.5 0.0 0.0 42.00 107.7 257.1 0.0 78.7 107.7 335.8 0.0 0.0 45.00 131.4 385.6 0.0 118.1 131.4 503.7 0.0 0.0 48.00 133.8 38&6 0.0 118.1 133.8 503.7 0.0 0.0 51.00 136.1 385.6 0.0 118.1 136.1 503.7 0.0 0.0 54.00 138.4 385.6 0.0 118.1 138.4 503.7 0.0 0.0 57.00 140.5 385.6 0.0 118.1 140.5 503.7 0.0 0.0 60.00 142.6 386.6 0.0 118.1 142.6 503.7 0.0 0.0 63.00 144.6 386.6 0.0 118.1 144.6 503.7 0.0 0.0 66.00 146.5 385.6 0.0 118.1 148.5 503.7 0.0 0.0 69.00 148.4 385.6 0.0 118.1 148.4 503.7 0.0 0.0 72.00 150.2 385.6 0.0 118.1 150.2 503.7 0.0 0.0 75.00 152.0 385.6 0.0 118.1 152.0 503.7 0.0 0.0 78.00 127.9 385.6 0.0 118.1 127.9 603.7 0.0 0.0 80.00 Top -Section 2 73.0 257.1 0.0 78.5 73.0 335.6 0.0 0.0 81.00 64.9 106.9 0.0 39.1 64.9 146.0 0.0 0.0 83.00 Appurtenance(s) 65.1 213.8 1,429.1 0.0 11.7 1,269.4 0.0 78.2 1,494.2 1,561.3 0.0 0.0 84.00 Appurtenance(s) 87.5 106.9 332.6 0.0 0.0 33.7 0.0 22.7 420.2 163.3 0.0 0.0 87.00 132.2 320.7 0.0 68.1 132.2 388.8 0.0 0.0 90.00 133.4 320.7 0.0 68.1 133.4 388.8 0.0 0.0 93.00 112.1 320.7 0.0 68.1 112.1 388.8 0.0 0.0 95.00 Appurtenance(s) 67.7 213.8 2,012.4 0.0 0.0 852.3 0.0 45.4 2,080.0 1,111.5 0.0 0.0 96.00 45.3 106.9 0.0 21.8 45.3 128.7 0.0 0.0 97.00 Appurtenance(s) 68.3 106.9 316.7 0.0 0.0 405.0 0.0 21.8 384.9 533.7 0.0 0.0 99.00 68.5 213.8 0.0 43.6 68.6 267.4 0.0 0.0 100.00 Top -Section 3 59.7 106.9 0.0 21.8 59.7 128.7 0.0 0.0 102.00 92.3 114.3 0.0 43.8 92.3 167.9 0.0 0.0 105.00 111.6 171.4 0.0 65.4 111.6 236.8 0.0 0.0 108.00 74.8 171.4 0.0 65.4 74.8 236.8 0.0 0.0 109.00 Appurtenance(s) 56.5 57.1 315.5 0.0 -676.9 448.2 0.0 21.8 372.0 527.1 0.0 0.0 111.00 56.6 114.3 0.0 43.2 66.6 157.6 0.0 0.0 112.00 Appurtenance(s) 56.9 57.1 156.8 0.0 0.0 179.8 0.0 21.6 213.7 268.5 0.0 0.0 114.00 Appurtenance(s) 57.0 114.3 350.3 0.0-1,204.9 541.9 0.0 43.2 407.4 699.3 0.0 0.0 115.00 Appurtenance(s) 57.3 57A 2,225.6 0.0-2,508.0 950.9 0.0 14.0 2,282.9 1,022.0 0.0 0.0 Page: 9 Site Number: 91631 Code: ANSIITIA-222-G 02007-2019byATC/PLLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3 01 10/2112019 5:04:10 PM Customer: AT&T MOBILITY Load Case: 0.913 + 1.6W 85 mph with No Ice (Reduced DL) 23 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 117.00 57.5 114.3 0.0 17.3 57.5 131.5 0.0 0.0 118.00 Appurtenance(s) 57.7 57.1 468.5 0.0 0.0 843.8 0.0 8.8 526.3 909.5 0.0 0.0 120.00 Appurtenance(s) 38.5 114.3 142.6 0.0 76.1 58.3 0.0 17.0 181.2 189.5 0.0 0.0 Totals: 13,126.2 23,867.4 0.00 0.00 Page: 10 Site Number: 91631 Code: ANSI/TIA-222-G ©2007-2019 byATC /P LLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411_C3 01 10/21/2019 5:04:10 PM Customer: AT&T MOBILITY Load Case: 0.91) + 1.6W 85 mph with No Ice (Reduced DL) 23 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 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 -23.86 -13.07 0.00 -1,128.72 0.00 1,128.72 1,668.87 834.44 2,866.90 1,797.79 0.00 0.00 0.642 3.00 -23.36 -12.97 0.00 -1,089.50 0.00 1,089.50 1,668.87 834.44 2,866.90 1,797.79 0.03 -0.09 0.620 6.00 -22.83 -12.87 0.00 -1,050.58 0.00 1,050.58 1,668.87 834.44 2,866.90 1,797.79 0.11 -0.17 0.598 9.00 -22.25 -12.76 0.00 -1,011.97 0.00 1,011.97 1,668.&7 834.44 2,866.90 1,797.79 0.25 -0.26 0.676 12.00 -21.66 -12.66 0.00 -973.68 0.00 973.68 1,668.87 834.44 2,866.90 1,797.79 0.44 -0.34 0.555 15.00 -21.08 -12.64 0.00 -935.72 0.00 935.72 1,668.87 834.44 2,866.90 1,797.79 0.67 -0.41 0.533 18.00 -20.50 -12.43 0.00 -898.10 0.00 898.10 1,668.87 834.44 2,866.90 1,797.79 0.96 -0.49 0,512 21.00 -19.91 -12.31 0.00 -860.82 0.00 860.82 1,668.87 834.44 2,866.90 1,797.79 1.29 -0.56 0.491 24.00 -19.33 -12.19 0.00 -823.90 0.00 823.90 1,668.87 834.44 2,866.90 1,797.79 1.66 -0.63 0.470 27.00 -18.76 -12.07 0.00 -787.34 0.00 787.34 1,668.87 834.44 2,866.90 1,797.79 2.08 -0.69 0.449 30.00 -18.17 -11.94 0.00 -751.14 0.00 751.14 1,668.87 834.44 2,866.90 1,797.79 2.53 -0.75 0.429 33.00 -17.59 -11.81 0.00 -716.32 0.00 715.32 1,668.87 834.44 2,866.90 1,797.79 3.02 -0.81 0.409 36.00 -17.02 -11.67 0.00 -679.89 0.00 679.89 1,668.87 834.44 2,866.90 1,797.79 3.55 -0.87 0.389 39.00 -16.44 -11.58 0.00 -644.86 0.00 644.86 1,668.87 834.44 2,866.90 1,797.79 4.11 -0.92 0.369 40.00 -16.25 -11.52 0.00 -633.29 0.00 633.29 1,668.87 834.44 2,866.90 1,797.79 4.31 -0.94 0.362 40.00 -16.25 -11.52 0.00 -633.29 0.00 633.29 1,490.10 745.05 2,187.51 1,339.68 4.31 -0.94 0.484 42.00 -15.90 -11.42 0.00 -610.26 0.00 610.26 1,490.10 745.05 2,187.61 1,339.68 4.71 -0.97 0.466 45.00 -15.39 -11.30 0.00 -576.01 0.00 576.01 1,490.10 745.05 2,187.51 1,339.68 5.34 -1.05 0.441 48.00 -14.87 -11.17 0.00 -542.12 0.00 642.12 1,490.10 745.06 2,187.61 1,339.68 6.02 -1.12 0.415 51.00 -14.36 -11.04 0.00 -508.60 0.00 508.60 1,490.10 746.05 2,187.51 1,339.68 6.75 -1.19 0.390 54.00 -13.66 -10.91 0.00 -475.48 0.00 476.48 1,490.10 746.06 2,187.61 1,339.68 7.51 -1.26 0.364 57.00 -13.34 -10.77 0.00 -442.76 0.00 442.76 1,490.10 745.05 2,187.51 1,339.68 8.32 -1.31 0.340 60.00 -12.83 -10.63 0.00 -410.45 0.00 410.45 1,490.10 745.05 2,187.51 1,339.68 9.16 -1.36 0.315 63.00 -12.32 -10.48 0.00 -378.57 0.00 378.67 1,490.10 745.05 2,187.51 1,339.68 10.03 -1.41 0.291 66.00 -11.81 -10.33 0.00 -347.13 0.00 347.13 1,490.10 745.05 2,187.51 1,339,68 10.93 -1.46 0.267 69.00 -11.30 -10.18 0.00 -316.14 0.00 316.14 1,490.10 745.06 2,187.61 1,339.68 11.86 -1.60 0.244 72.00 -10.80 -10.02 0.00 -285.62 0.00 286.62 1,490.10 745.05 2,187.51 1,339.68 12.82 -1.54 0.221 75.00 -10.29 -9.86 0.00 -255.66 0.00 256.66 1,490.10 745.05 2,187.51 1,339.68 13.80 -1.58 0.198 78.00 -9.79 -9.72 0.00 -226.98 0.00 225.98 1,490.10 745.05 2,187.51 1,339.68 14.80 -1.61 0.175 80.00 -9.45 -9.64 0.00 -206.53 0.00 206.63 1,490.10 745.05 2,187.51 1,339.68 16.48 -1.62 0.161 80.00 -9.45 -9.64 0.00 -206.53 0.00 206.53 1,311.06 655.63 1,697.15 948.43 15.48 -1.62 0.225 81.00 -9.31 -9.58 0.00 -196.89 0.00 196.89 1,311.06 655.53 1,597.15 948.43 15.82 -1.63 0.216 83.00 -7.79 -8.04 0.00 -177.72 0.00 177.72 1,311.06 655.63 1,597.16 948.43 16.51 -1.66 0.193 84.00 -7.63 -7.62 0.00 -169.68 0.00 169.68 1,311.06 655.63 1,597.15 948.43 16.86 -1.67 0.185 87.00 -7.24 -7.48 0.00 -146.82 0.00 146.82 1,311.06 655.63 1,597.16 948.43 17.92 -1.71 0.160 90.00 -6.86 -7.34 0.00 -124.38 0.00 124.38 1,311.06 655.53 1,597.15 948.43 19.00 -1.74 0.137 93.00 -6.47 -7.22 0.00 -102.37 0.00 102.37 1,311.06 655.53 1,597.16 948.43 20.11 -1.76 0.113 96.00 -5.42 -5.10 0.00 -87.94 0.00 87.94 1,311.06 655.53 1,597.15 948.43 20.85 -1.78 0.097 96.00 -5.29 -5.06 0.00 -82.83 0.00 82.83 1,311.06 655.63 1,697.16 948.43 21.22 -1.78 0.091 97.00 -4.77 -4.66 0.00 -77.78 0.00 77.78 1,311.06 665.53 1,597.15 948.43 21.60 -1.79 0.086 99.00 -4.51 -4.58 0.00 -68.47 0.00 68.47 1,311.06 665.53 1,597.15 948.43 22.35 -1.80 0.076 100.00 -4.39 -4.62 0.00 -63.89 0.00 63.89 1,311.06 655.53 1,697.16 948.43 22.73 -1.81 0.071 100.00 -4.39 -4.52 0.00 -63.89 0.00 63.89 662.26 331.13 648.15 396.94 22.73 -1.81 0.168 Page: 11 Site Number: 91531 Code: ANSI/TIA-222-G ©2007-2019byATCIPLLC. Allrights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/21/2019 5:04:10 PM Customer: AT&T MOBILITY Load Case: 0.913 + 1.6W 85 mph with No Ice (Reduced DL) 23 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 ... . 102.00 -4.23 -4.42 U.UU -84.00 U.UU 04.00 Q0A.AU 00 i. io W-to. is Jay.aY LJ.YO -I.vi v. 106.00 -3.99 -4.30 0.00 -41.59 0.00 41.59 662.26 331.13 648.15 396.94 24.64 -1.85 0.111 108.00 -3.76 -4.22 0.00 -28.68 0.00 28.68 662.26 331.13 648.15 396.94 26.80 -1.87 0.078 109.00 -3.24 -3.83 0.00 -24.46 0.00 24.46 662.26 331.13 848.15 396.94 26.20 4.88 0.067 111.00 -3.09 -3.77 0.00 -16.80 0.00 16.80 662.26 331.13 648.15 396.94 26.98 -1.88 0.047 112.00 -2.84 -3.65 0.00 -13.02 0.00 13.02 662.26 331.13 648.15 396.94 27.38 -1.89 0.037 114.00 -2.15 -3.12 0.00 -5.92 0.00 6.92 662.26 331.13 648.15 396.94 28.17 -1.89 0.018 115.00 -1.20 -0.80 0.00 -2.80 0.00 2.80 662.26 331.13 648.15 396.94 28.57 -1.89 0.009 117.00 -1.08 -0.74 0.00 -1.19 0.00 1.19 662.26 331.13 648.15 396.94 29.36 -1.89 0.005 118.00 -0.18 -0.19 0.00 -0.45 0.00 0.45 662.26 331.13 648.16 396.94 29.76 -1.89 0.001 120.00 0.00 -0.18 0.00 -0.08 0.00 0.08 662.26 331.13 648,15 396.94 30.55 -1.89 0.000 Page: 12 Site Number: 91631 Code: ANSIITIA-222-G ©2007- 2019 byATC /P LLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 Customer: AT&T MOBILITY 10/21/2019 5:04:10 PM Load Case: 1.21) + 1.0DI + 1.0WI 30 mph with 0.25 In Radial Ice 21 Iterations Gust Response Factor :1.10 Ice Dead Load Factor 1.00 Wind Importance Factor 1.00 Dead Load Factor :1.20 Ice Importance Factor .1.00 Wind Load 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 M2: Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (lb-ft) (lb-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (lb-ft) (lb) 0.00 10.8 0.0 0.0 0.0 10.8 0.0 0.0 0.0 3.00 21.6 657.7 0.0 34.8 21.6 692.5 0.0 0.0 6.00 21.7 664.4 0.0 75.7 21.7 740.0 0.0 0.0 9.00 21.7 667.7 0.0 157.5 21.7 825.2 0.0 0.0 12.00 21.7 670.1 0.0 157.5 21.7 827.5 0.0 0.0 15.00 21.7 671.8 0.0 157.6 21.7 829.3 0.0 0.0 18.00 21.7 673.3 0.0 167.5 21.7 830.8 0.0 0.0 21.00 21.7 674.5 0.0 167.6 21.7 832.0 0.0 0.0 24.00 21.7 675.6 0.0 157.5 21.7 833.1 0.0 0.0 27.00 21.7 676.6 0.0 167.5 21.7 834.0 0.0 0.0 30.00 21.9 677.4 0.0 167.5 21.9 834.9 0.0 0.0 33.00 22.4 678.2 0.0 167.5 22.4 835.7 0.0 0.0 36.00 22.9 678.9 0.0 157.5 22.9 836.4 0.0 0.0 39.00 15.5 679.6 0.0 157.6 15.5 837.0 0.0 0.0 40.00 Top -Section 1 10.8 226.7 0.0 52.5 10.8 279.2 0.0 0.0 42.00 17.2 388.3 0.0 105.0 17.2 493.3 0.0 0.0 46.00 21.0 682.9 0.0 167.6 21.0 740.3 0.0 0.0 48.00 21.4 583.4 0.0 157.6 21.4 740.8 0.0 0.0 51.00 21.8 583.8 0.0 157.5 21.8 741.3 0.0 0.0 54.00 22.2 584.2 0.0 157.5 22.2 741.7 0.0 0.0 57.00 22.5 584.6 0.0 157.5 22.6 742.1 0.0 0.0 60.00 22.9 585.0 0.0 157.6 22.9 742.4 0.0 0.0 63.00 23.2 686.3 0.0 157.6 23.2 742.8 0.0 0.0 66.00 23.5 586.7 0.0 157.5 23.5 743.2 0.0 0.0 69.00 23.8 586.0 0.0 167.5 23.8 743.5 0.0 0.0 72.00 24.1 586.3 0.0 167.5 24.1 743.8 0.0 0.0 75.00 24A 586.6 0.0 167.5 24.4 744.1 0.0 0.0 78.00 20.6 686.9 0.0 167.5 20.6 744.4 0.0 0.0 80.00 Top -Section 2 11.7 391.4 0.0 104.6 11.7 496.1 0.0 0.0 81.00 10.5 162.9 0.0 52.1 10.5 215.0 0.0 0.0 83.00 Appurtenance(s) 10.5 325.9 122.6 0.0 1.3 1,718.0 0.0 104.3 133.1 2,148.1 0.0 0.0 84.00 Appurtenance(s) 14.1 163.0 28.2 0.0 0.0 44.8 0.0 30.3 42.3 238.0 0.0 0.0 87.00 21.3 489.1 0.0 90.8 21.3 679.9 0.0 0.0 90.00 21.5 489.3 0.0 90.8 21.6 580.1 0.0 0.0 93.00 18.1 489.6 0.0 90.8 18.1 580.3 0.0 0.0 95.00 Appurtenance(s) 10.9 326.5 168.8 0.0 0.0 1,226.3 0.0 60.6 179.7 1,613.3 0.0 0.0 96.00 7.3 163.3 0.0 29.1 7.3 192.3 0.0 0.0 97,00 Appurtenance(s) 11.0 163.3 28.8 0.0 0.0 520.1 0.0 29.1 39.8 712.5 0.0 0.0 99.00 11.1 326.6 0.0 68.2 11.1 384.8 0.0 0.0 100.00 Top - Section 3 9.7 163.3 0.0 29.1 9.7 192.4 0.0 0.0 102.00 15.0 185.9 0.0 58.2 15.0 244.0 0.0 0.0 106.00 18.2 278.9 0.0 87.2 18.2 366.2 0.0 0.0 108.00 12.2 279.1 0.0 87.2 12.2 366.3 0.0 0.0 109.0o Appurtenance(s) 9.2 93.1 28.2 0.0 59.7 620.1 0.0 29.1 37.4 742.2 0.0 0.0 111.00 9.2 186.2 0.0 67.6 9.2 243.8 0.0 0.0 112.00 Appurtenance(s) 9.3 93.1 14.8 0.0 0.0 250.6 0.0 28.8 24.1 372.5 0.0 0.0 114.00 Appurtenance(s) 9.3 186.3 31.0 0.0 -105.8 745.8 0.0 57.6 40.3 989.6 0.0 0.0 115.00 Appurtenance(s) 9.3 93.2 185.5 0.0 -208.2 1,370.5 0.0 18.6 194.9 1,482.3 0.0 0.0 Page: 13 Site Number: 91531 Code: ANSI/TIA-222-G ©2007 - 2019 byATC IP LLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411_C3_01 10/21/2019 5:04:15 PM Customer: AT&T MOBILITY Load Case: 1.21) + 1.0DI + 1.OWI 30 mph with 0.25 In Radial Ice 21 Iterations Gust Response Factor :1.10 Ice Dead Load Factor .1.00 Wind Importance Factor 1.00 Dead Load Factor :1.20 Ice Importance Factor .1.00 Wind Load Factor:1.00 117.00 U.4-1?50.4 118.00 Appurtenance(s) 9.4 93.2 46.6 0.0 0.0 1,193.0 120.00 Appurtenance(s) 6.3 186.4 12.6 0.0 6.8 70.8 Page: 14 0.0 11.5 56.0 1,297.7 0.0 0.0 0.0 22.6 18.8 279.8 0.0 0.0 Totals: 1,529.80 34,797.8 0.00 0.00 Site Number: 91531 Code: ANSI/TIA-222-G ©2007-2019byATCIPLLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA763411 C3_01 Customer: AT&T MOBILITY 10/21/2019 5:04:15 PM Load Case: 1.21) + 1.ODI + 1.OWi 30 mph with 0.25 In Radial Ice 21 Iterations Gust Response Factor :1.10 Ice Dead Load Factor .1.00 Wind Importance Factor 1.00 Dead Load Factor :1.20 Ice Importance Factor .1.00 Wind Load Factor :1.00 Calculated Forces Seg Pu Vu Elev FY (-) FX (ft) (kips) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) phi phi phi Vn Tn Mn (kips) (ft-kips) (ft-kips) Total Deflect Rotation (In) (deg) Ratio 0.00 -34.80 -1.52 0.00 -122.46 0.00 122.46 1,668.87 834.44 2,866.90 1,797.79 0.00 0.00 0.089 3.00 -34.10 -1.50 0.00 -117.90 0.00 117.90 1,668.87 834.44 2,866.90 1,797.79 0.00 -0.01 0.086 6.00 -33.36 -1.49 0.00 -113.39 0.00 113.39 1,668.87 834.44 2,866.90 1,797.79 0.01 -0.02 0.083 9.00 -32.54 -1.47 0.00 -108.93 0.00 108.93 1,668.87 834.44 2,866.90 1,797.79 0.03 -0.03 0.080 12.00 -31.71 -1.45 0.00 -104.52 0.00 104.52 1,668.87 834.44 2,866.90 1,797.79 0.05 -0.04 0.077 15.00 -30.88 -1.43 0.00 -100.16 0.00 100.16 1,668.87 834.44 2,866.90 1,797.79 0.07 -0.04 0.074 18.00 -30.05 -1.42 0.00 -95.86 0.00 95.86 1,668.87 834.44 2,866.90 1,797.79 0.10 -0.05 0.071 21.00 -29.22 -1.40 0.00 -91.61 0.00 91.61 1,668.87 834.44 2,866.90 1,797.79 0.14 -0.06 0.068 24.00 -28.39 -1.38 0.00 -87.42 0.00 87.42 1,668.87 834.44 2,866.90 1,797.79 0.18 -0.07 0.066 27.00 -27.65 -1.36 0.00 -83.28 0.00 83.28 1,668.87 834.44 2,866.90 1,797.79 0.22 -0.07 0.063 30.00 -26.72 -1.34 0.00 -79.20 0.00 79.20 1,668.87 834.44 2,866.90 1,797.79 0.27 -0.08 0.060 33.00 -26.88 -1.32 0.00 -75.19 0.00 76.19 1,668.87 834.44 2,866.90 1,797.79 0.32 -0.09 0.067 36.00 -25.04 -1.30 0.00 -71.23 0.00 71.23 1,668.87 834.44 2,866.90 1,797.79 0.38 -0.09 0.055 39.00 -24.21 A.28 0.00 -67.35 0.00 67.35 1,668.87 834.44 2,866.90 1,797.79 0.44 -0.10 0.052 40.00 -23.93 -1.27 0.00 -66.06 0.00 66.06 1,668.87 834.44 2,866.90 1,797.79 0.46 -0.10 0.061 40.00 -23.93 -1.27 0.00 -66.06 0.00 66.06 1,490.10 746.05 2,187.51 1,339.68 0.46 -0.10 0.066 42.00 -23.43 -1.25 0.00 -63.52 0.00 63.52 1,490.10 746.05 2,187.61 1,339.68 0.50 -0.10 0.063 46.00 -22.69 -1.24 0.00 -59.76 0.00 59.76 1,490.10 745.05 2,187.51 1,339.68 0.57 -0.11 0.060 48.00 -21.95 -1.22 0.00 -66.05 0.00 66.06 1,490.10 745.06 2,187.51 1,339.68 0.64 -0.12 0.067 51.00 -21.21 -1.19 0.00 -52.41 0.00 52.41 1,490.10 746.05 2,187.51 1,339.68 0.72 -0.13 0.063 64.00 -20.47 -1.17 0.00 -48.82 0.00 48.82 1,490.10 746.06 2,187.61 1,339.68 0.80 -0.13 0.060 57.00 -19.73 -1.15 0.00 -45.30 0.00 45.30 1,490.10 745.05 2,187.51 1,339.68 0.89 -0.14 0.047 60.00 -18.99 -1.13 0.00 -41.85 0.00 41.85 1,490.10 746.05 2,187.61 1,339.68 0.98 -0.14 0.044 63.00 -18.24 A.10 0.00 -38.47 0.00 38.47 1,490.10 746.05 2,187.51 1,339.68 1.07 -0.16 0.041 66.00 -17.50 -1.08 0.00 -35.16 0.00 35.16 1,490.10 745.05 2,187.61 1,339.68 1.16 -0.15 0.038 69.00 -16.76 -1.06 0.00 -31.91 0.00 31.91 1,490.10 746.06 2,187.51 1,339.68 1.26 -0.16 0.036 72.00 -16.01 -1.03 0.00 -28.76 0.00 28.75 1,490.10 745.05 2,187.51 1,339.68 1.36 -0.16 0.032 75.00 -15.27 -1.01 0.00 -26.66 0.00 26.66 1,490.10 745.06 2,187.51 1,339.68 1.47 -0.17 0.029 78.00 -14.52 -0.98 0.00 -22.64 0.00 22.64 1,490.10 745.05 2,187.51 1,339.68 1.57 -0A7 0.027 80.00 -14.03 -0.97 0.00 -20.68 0.00 20.68 1,490.10 745.05 2,187.61 1,339.68 1.64 -0.17 0.025 80.00 -14.03 -0.97 0.00 -20.68 0.00 20.68 1,311.06 655.53 1,597.15 948.43 1.64 -0.17 0.033 81.00 -13.81 -0.96 0.00 -19.71 0.00 19.71 1,311.06 655.63 1,597.15 948.43 1.68 -0.17 0.031 83.00 -11.67 -0.82 0.00 -17.79 0.00 17.79 1,311.06 655.63 1,597.16 948.43 1.75 -0.17 0.028 84.00 -11.43 -0.78 0.00 -16.96 0.00 16.96 1,311.06 655.53 1,597.15 948.43 1.79 -0.18 0.027 87.00 -10.86 -0.76 0.00 -14.63 0.00 14.63 1,311.06 656.53 1,697.15 948.43 1.90 -0.18 0.024 90.00 -10.27 -0.73 0.00 -12.36 0.00 12.36 1,311.06 655.53 1,597.15 948.43 2.01 -0.18 0.021 93.00 -9.69 -0.71 0.00 -10.17 0.00 10.17 1,311.06 665.53 1,597.15 948.43 2.13 -0.18 0.018 95.00 -8.07 -0.63 0.00 -8.74 0.00 8.74 1,311.06 655.53 1,597.15 948.43 2.20 .0.19 0.016 96.00 -7.88 -0.62 0.00 -8.21 0.00 8.21 1,311.06 655.63 1,597.16 948.43 2.24 -0.19 0.015 97.00 -7.17 -0.48 0.00 -7.69 0.00 7.69 1,311.06 655.53 1,597.15 948.43 2.28 -0.19 0.014 99.00 -6.78 -0.47 0.00 -6.73 0.00 6.73 1,311.06 655.53 1,597.16 948.43 2.36 -0.19 0.012 100.00 -6.69 -0.46 0.00 -6.27 0.00 6.27 1,311.06 666.53 1,597.15 948.43 2.40 -0.19 0.012 100.00 -6.59 -0.46 0.00 -6.27 0.00 6.27 662.26 331.13 648.15 396.94 2.40 -0.19 0.026 Page: 15 Site Number: 91531 Code: ANSIITIA-222-G ©2007-2019 byATC /P LLC, All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA7534l l C3_01 1012l/2019 5:04:15 PM Customer: AT&T MOBILITY Load Case: 1.21) + 1.ODi + 1.OWi 30 mph with 0.25 In Radial Ice 21 Iterations Gust Response Factor .1.10 Ice Dead Load Factor 1.00 Wind Importance Factor 1.00 Dead Load Factor :1.20 Ice Importance Factor .1.00 Wind Load Factor :1.00 102.00 -6.35 -0.44 0.00 -5.30 u.uu 0.40 00<.[0 4a i. is 040. i0 aay.04 106.00 -6.98 -0.42 0.00 -4.03 0.00 4.03 662.26 331.13 648.16 396.94 2.60 -0.19 0.019 108.00 -5.62 -0.41 0.00 -2.77 0.00 2.77 662.26 331.13 648.15 396.94 2.72 -0.19 0.015 109.00 -4.87 -0.37 0.00 -2.36 0.00 2.36 662.26 331.13 648.15 396.94 2.76 -0.20 0.013 111.00 -4.63 -0.36 0.00 -1.62 0.00 1.62 662.26 331.13 648.15 396.94 2.84 -0.20 0.011 112.00 -4.26 -0.33 0.00 -1.26 0.00 1.26 662.26 331.13 648.15 396.94 2.88 -0.20 0.010 114.00 -3.27 -0.29 0.00 -0.60 0.00 0.60 662.26 331.13 648.15 396.94 2.97 -0.20 0.006 115.00 -1.79 -0.09 0.00 -0.31 0.00 0.31 662.26 331.13 648.16 396.94 3.01 -0.20 0.003 117.00 -1.58 -0.08 0.00 -0.13 0.00 0.13 662.26 331.13 648.16 396.94 3.09 -0.20 0.003 118.00 -0.28 -0.02 0.00 -0.06 0.00 0.05 662.26 331.13 648.15 396.94 3.13 -0.20 0.001 120.00 0.00 -0.02 0.00 -0.01 0.00 0.01 662.26 331.13 648.15 396.94 3.21 -0.20 0.000 Page: 16 Site Number: 91531 Code: ANSI/TIA-222-G ©2007- 2019 byATC 1P LLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/21/2019 5:04:15 PM Customer: AT&T MOBILITY Load Case: 1.01) + COW Serviceability 60 mph 22 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor A.00 Wind Load Factor :1.00 Applied Segment Forces Summa 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 (lb) (Ib) (Ib) (lb-ft) (lb-ft) (1b) (Ib) (lb) (Ib) (Ib) (lb-ft) (1b) 0.00 19.0 0.0 0.0 0.0 19.0 0.0 0.0 0.0 3.00 38.0 600.6 0.0 29.0 38.0 629.6 0.0 0.0 6.00 38.0 500.6 0.0 63.1 38.0 663.7 0.0 0.0 9.00 38.0 500.6 0.0 131.2 38.0 631.8 0.0 0.0 12.00 38.0 500.6 0.0 131.2 38.0 631.8 0.0 0.0 15.00 38.0 500.E 0.0 131.2 38.0 631.8 0.0 0.0 18.00 38.0 600.6 0.0 131.2 38.0 631.8 0.0 0.0 21.00 38.0 500.6 0.0 131.2 38.0 631.8 0.0 0.0 24.00 39.0 500.6 0.0 131.2 38.0 631.8 0.0 0.0 27.00 38.0 500.6 0.0 131.2 38.0 631.8 0.0 0.0 30.00 38.3 500.6 0.0 131.2 38.3 631.8 0.0 0.0 33.00 39.1 500.6 0.0 131.2 39.1 631.8 0.0 0.0 36.00 40.1 500.6 0.0 131.2 40.1 631.8 0.0 0.0 39.00 27.1 500.6 0.0 131.2 27.1 631.8 0.0 0.0 40.00 Top -Section 1 18.7 166.9 0.0 43.7 18.7 210.6 0.0 0.0 42.00 30.0 285.6 0.0 87.5 30.0 373.1 0.0 0.0 46.00 36.6 428.4 0.0 131.2 36.6 569.7 0.0 0.0 48.00 37.3 428.4 0.0 131.2 37.3 559.7 0.0 0.0 61.00 37.9 428.4 0.0 131.2 37.9 559.7 0.0 0.0 54.00 38.6 428.4 0.0 131.2 38.6 559.7 0.0 0.0 57.00 39.2 428.4 0.0 131.2 39.2 659.7 0.0 0.0 60.00 39.7 428.4 0.0 131.2 39.7 559.7 0.0 0.0 63.00 40.3 428.4 0.0 131.2 40.3 559.7 0.0 0.0 66.00 40.8 428.4 0.0 131.2 40.8 559.7 0.0 0.0 69.00 41.4 428.4 0.0 131.2 41.4 559.7 0.0 0.0 72.00 41.9 428.4 0.0 131.2 41.9 559.7 0.0 0.0 75.00 42.4 428.4 0.0 131.2 42.4 659.7 0.0 0.0 78.00 35.6 428.4 0.0 131.2 35.6 659.7 0.0 0.0 80.00 Top - Section 2 20.3 285.6 0.0 87.2 20.3 372.8 0.0 0.0 81.00 18.1 118.8 0.0 43.4 18.1 162.2 0.0 0.0 83.00 Appurtenance(s) 18.1 237.5 398.2 0.0 3.3 1,410.4 0.0 88.9 416.3 1,734.8 0.0 0.0 84.00 Appurtenance(s) 24.4 118.8 92.7 0.0 0.0 37.4 0.0 25.2 117.1 181.4 0.0 0.0 87.00 36.8 368.3 0.0 75.7 36.8 432.0 0.0 0.0 90.00 37.2 366.3 0.0 76.7 37.2 432.0 0.0 0.0 93.00 31.2 356.3 0.0 76.7 31.2 432.0 0.0 0.0 95.00 Appurtenance(s) 18.9 237.6 560.7 0.0 0.0 947.0 0.0 50.5 579.6 1,235.0 0.0 0.0 96.00 12.6 118.8 0.0 24.2 12.6 143.0 0.0 0.0 97.00 Appurtenance(s) 19.0 118.8 88.2 0.0 0.0 450.0 0.0 24.2 107.3 593.0 0.0 0.0 99.00 19.1 237.5 0.0 48.6 19.1 286.0 0.0 0.0 100.00 Top -Section 3 16.6 118.8 0.0 24.2 16.6 143.0 0.0 0.0 102.00 26.7 126.9 0.0 48.5 25.7 175.4 0.0 0.0 106.00 31.1 190.4 0.0 72.7 31 A 263.1 0.0 0.0 108.00 20.8 190.4 0.0 72.7 20.8 263.1 0.0 0.0 109.00 Appurtenance(s) 15.7 63.5 87.9 0.0 -188.6 498.0 0.0 24.2 103.6 585.7 0.0 0.0 111.00 15.8 126.9 0.0 48.0 15.8 174.9 0.0 0.0 112.00 Appurtenance(s) 15.9 63.6 43.7 0.0 0.0 199.8 0.0 24.0 59.6 287.3 0.0 0.0 114.00 Appurtenance(s) 15.9 126.9 97.6 0.0 -335.7 602.1 0.0 48.0 113.5 777.0 0.0 0.0 115.00 Appurtenance(s) 16.0 63.6 620.1 0.0 -698.8 1,056.6 0.0 15.5 636A 1,135.6 0.0 0.0 Page: 17 Site Number: 91531 Code: ANSIMA-222-G ©2007 - 2019 byATC iP LLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/21/2019 5:04:20 PM Customer: AT&T MOBILITY Load Case: 1.01) + 1.0W Serviceability 60 mph 22 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.00 Wind Load Factor :1.00 117.00 16.0 126.9 0.0 19.2 16.0 146.1 0.0 0.0 118.00 Appurtenance(s) 16.1 63.5 130.6 0.0 0.0 937.5 0.0 9.6 146.6 1,010.6 0.0 0.0 120.00 Appurtenance(s) 10.7 126.9 39.7 0.0 21.2 64.8 0.0 18.8 50.5 210.6 0.0 0.0 Totals: 3,667.47 26,619.4 0.00 0.00 Page: 18 Site Number: 91531 Site Name: 34301 9TH AVENUE SOUTH, WA Customer: AT&T MOBILITY Code:ANSIITIA-222-G 02007-2019byATCiPLLC. AN rights reserved. Engineering Number:OAA753411_C3_01 10/21/2019 5:04:20 PM Load Case: 1.013 + 1.0W Serviceability 60 mph 22 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.00 Wind Load Factor :1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (In) (deg) Ratio 0.00 -26.52 -3.64 0.00 -315.25 0.00 315.25 1,668.87 834.44 2,866.90 1,797.79 0.00 0.00 0.191 3.00 -25.99 -3.62 0.00 -304.32 0.00 304.32 1,668.87 834.44 2,866.90 1,797.79 0.01 -0.02 0.185 6.00 -25.42 -3.69 0.00 -293.47 0.00 293.47 1,668.87 834.44 2,866.90 1,797.79 0.03 -0.05 0.178 9.00 -24.79 -3.56 0.00 -282.71 0.00 282.71 1,668.87 834.44 2,866.90 1,797.79 0.07 -0.07 0.172 12.00 -24.16 -3.53 0.00 -272.04 0.00 272.04 1,668.87 834.44 2,866.90 1,797.79 0.12 -0.09 0.166 15.00 -23.52 -3.60 0.00 -261.45 0.00 261.45 1,668.87 834.44 2,866.90 1,797.79 0.19 -0.12 0.160 18.00 -22.89 -3.47 0.00 -250.95 0.00 260.95 1,668.87 834.44 2,866.90 1,797.79 0.27 -0.14 0.153 21.00 -22.26 -3.43 0.00 -240.55 0.00 240.55 1,668.87 834.44 2,866.90 1,797.79 0.36 -0.16 0.147 24.00 -21.62 -3.40 0.00 -230.25 0.00 230.25 1,668.87 834.44 2,866.90 1,797.79 0.46 -0.17 0.141 27.00 -20.99 -3.37 0.00 -220.04 0.00 220.04 1,668.87 834.44 2,866.90 1,797.79 0.58 -0.19 0.135 30.00 -20.36 -3.33 0.00 -209.94 0.00 209.94 1,668.87 834.44 2,866.90 1,797.79 0.71 -0.21 0.129 33.00 -19.73 -3.30 0.00 -199.93 0.00 199.93 1,668.87 834.44 2,866.90 1,797.79 0.84 -0.23 0.123 36.00 -19.09 -3.26 0.00 -190.04 0.00 190.04 1,668.87 834.44 2,866.90 1,797.79 0.99 -0.24 0.117 39.00 -18.46 -3.23 0.00 -180.26 0.00 180.26 1,668.87 834.44 2,866.90 1,797.79 1.15 -0.26 0.111 40.00 -18.25 -3.22 0.00 -177.03 0.00 177.03 1,668.87 834.44 2,866.90 1,797.79 1.20 -0.26 0.109 40.00 -18.25 -3.22 0.00 -177.03 0.00 177.03 1,490.10 745.05 2,187.61 1,339.68 1.20 -0.26 0.144 42.00 -17.88 -3.19 0.00 -170.59 0.00 170.69 1,490.10 745.05 2,187.51 1,339.68 1.32 -0.27 0.139 45.00 -17.32 -3A6 0.00 -161.02 0.00 161.02 1,490.10 745.05 2,187.51 1,339.68 1.49 -0.29 0.132 48.00 -16.76 -3.12 0.00 -161.66 0.00 161.56 1,490.10 746.05 2,187.61 1,339.68 1.68 -0.31 0.124 51.00 -16.20 -3.09 0.00 -142.19 0.00 142.19 1,490.10 746.05 2,187.51 1,339.68 1.89 -0.33 0.117 54.00 -16.64 -3.06 0.00 -132.93 0.00 132.93 1,490.10 745.05 2,187.51 1,339.68 2.10 -0.35 0.110 57.00 -15.07 -3.01 0.00 -123.79 0.00 123.79 1,490.10 746.06 2,167.51 1,339.68 2.32 -0.37 0.103 60.00 -14.51 -2.97 0.00 -114.76 0.00 114.76 1,490.10 746.05 2,187.51 1,339.68 2.56 -0,38 0.095 63.00 -13.96 -2.93 0.00 -105.85 0.00 106.85 1,490.10 745.05 2,187.51 1,339.68 2.80 -0.39 0.088 66.00 -13.39 -2.89 0.00 -97.06 0.00 97.06 1,490.10 745.05 2,187.51 1,339.68 3.06 -0.41 0.081 69.00 -12.83 -2.85 0.00 -88.39 0.00 88.39 1,490.10 745.06 2,187.51 1,339.68 3.32 -0.42 0.075 72.00 -12.27 -2.80 0.00 -79.86 0.00 79.86 1,490.10 745.05 2,187.51 1,339.68 3.58 -0.43 0.068 76.00 -11.72 -2.76 0.00 -71.45 0.00 71.45 1,490.10 745.06 2,187.51 1,339.68 3.86 -0.44 0.061 78.00 -11.16 -2.72 0.00 -63.18 0.00 63.18 1,490.10 745.05 2,187.51 1,339.68 4.14 -0.45 0.055 80.00 -10.78 -2.70 0.00 -57.76 0.00 57.75 1,490.10 745.05 2,187.51 1,339.68 4.33 -0.45 0.060 80.00 -10.78 -2.70 0.00 -57.75 0.00 57.75 1,311.06 656.53 1,597.15 948.43 4.33 -0.45 0.069 81.00 -10.62 -2.68 0.00 -55.06 0.00 55.05 1,311.06 655.53 1,597.15 948.43 4.42 -0.46 0.066 83.00 -8.89 -2.26 0.00 49.69 0.00 49.69 1,311.06 665.53 1,597.15 948.43 4.61 -0.46 0.059 84.00 -8.71 -2.13 0.00 -47.45 0.00 47.45 1,311.06 655.53 1,597.15 948.43 4.71 -0.47 0.057 87.00 -8.28 -2.09 0.00 41.06 0.00 41.06 1,311.06 656.53 1,597.16 948.43 6.01 -0.48 0.050 90.00 -7.84 -2.05 0.00 -34.78 0.00 34.78 1,311.06 655.53 1,597.15 948.43 5.31 -0.49 0.043 93.00 -7.41 -2.02 0.00 -28.63 0.00 28.63 1,311.06 655.63 1,597.15 948.43 5.62 -0.49 0.036 95.00 -6.18 -1.43 0.00 -24.69 0.00 24.59 1,311.06 656.53 1,597.15 948.43 5.83 -0.50 0.031 96.00 -6.04 -1.41 0.00 -23.16 0.00 23.16 1,311.06 655.53 1,697.15 948.43 5.93 -0.50 0.029 97.00 -5.45 -1.30 0.00 -21.75 0.00 21.75 1,311.06 655.53 1,697.15 948.43 6.04 -0.50 0.027 99.00 -5.16 -1.28 0.00 -19.15 0.00 19.15 1,311.06 655.63 1,597.15 948.43 6.26 -0.50 0.024 100.00 -6.02 -1.26 0.00 -17.87 0.00 17.87 1,311.06 656.63 1,597.16 948.43 6.36 -0.50 0.023 100.00 -5.02 -1.26 0.00 -17.87 0.00 17.87 662.26 331.13 648.15 396.94 6.35 -0.50 0.053 Page: 19 Site Number: 91531 Code: ANSIITIA-222-G ©2007-2019byATC/PLLC. 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Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/21/2019 6:04:20 PM Customer: AT&T MOBILITY Load Case: 1.013 + 1.0W Gust Response Factor :1.10 Dead Load Factor :1.00 Wind Load Factor :1.00 102.00 -4.84 -1.24 0.00 105.00 -4.58 -1.20 0.00 108.00 -4.32 -1.18 0.00 109.00 -3.73 -1.07 0.00 111.00 -3.56 -1.05 0.00 112.00 -3.27 -0.99 0.00 114.00 -2.49 -0.87 0.00 115.00 -1.37 -0.23 0.00 117.00 -1.22 -0.21 0.00 118.00 -0.21 -0.06 0.00 120.00 0.00 -0.06 0.00 Serviceability 60 mph 22 Iterations Wind Importance Factor 1.00 -15.34 0.00 15.34 662.26 331.13 648.15 396.94 6.56 -0.51 0,046 -11.63 0.00 11.63 662.26 331.13 648.15 396.94 6.89 -0.52 0.036 -8.02 0.00 8.02 662.26 331.13 648.15 396.94 7.21 -0.52 0.027 -6.84 0.00 6.84 662.26 331.13 648.16 396.94 7.32 -0.52 0.023 -4.70 0.00 4.70 662.26 331.13 648.15 396.94 7.54 -0.53 0.017 -3.64 0.00 3.64 662.26 331.13 648.15 396.94 7.65 -0.53 0.014 -1.66 0.00 1.66 662.26 331.13 648.15 396.94 7.87 -0.53 0.008 -0.79 0.00 0.79 662.26 331.13 648.15 396.94 7.98 -0.53 0.004 -0.33 0.00 0.33 662.26 331.13 648.15 396.94 8.21 -0.53 0.003 -0.13 0.00 0.13 662.26 331.13 648.15 396.94 8.32 -0.63 0.001 -0.02 0.00 0.02 662.26 331.13 648.15 396.94 8.54 -0.53 0.000 Page; 20 Site Number: 91531 Code: ANSI/TIA-222-G ©2007 - 2019 byATC IP LLC. 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Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411_C3_01 10/21/2019 5:04:20 PM Customer: AT&T MOBILITY Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12,15) Spectral Response Acceleration for Short Period (S B): 1.29 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.50 Long -Period Transition Period (T �): 6 Importance Factor (I E): 1.00 Site Coefficient F a: 1.00 Site Coeffiecient F v: 1.60 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (S ds): 0.86 Design Spectral Response Acceleration at 1.0 Second Period (S di): 0.50 Seismic Response Coefficient (C e): 0.20 Upper Limit C e 0.20 Lower Limit C s 0.04 Period based on Rayleigh Method (sec): 1.68 Redundancy Factor (p): 1.00 Seismic Force Distribution Exponent (k): 1.59 Total Unfactored Dead Load: 26.52 k Seismic Base Shear (E): 5.22 k Load Case 1.2 + 0.2Sds DL + E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W= Force Force Segment (ft) (lb) (lb-ft) C Vx (lb) (lb) 50 119.00 146 293 0.013 67 200 49 117.50 73 144 0.006 33 100 48 116.00 146 282 0.012 64 200 47 114.50 79 149 0.006 34 108 46 113.00 175 323 0.014 73 240 45 111.60 87 158 0.007 36 120 44 110.00 175 310 0.013 70 240 43 108.50 88 152 0.007 35 120 42 106.50 263 442 0.019 101 361 41 103.50 263 423 0.018 96 361 40 101.00 175 271 0.012 62 241 39 99.60 143 216 0.009 49 196 38 98.00 286 421 0.018 96 392 37 96,60 143 206 0.009 47 196 36 95.50 143 202 0.009 46 196 35 94.00 288 397 0.017 90 395 34 91.50 432 571 0,025 130 592 33 88.50 432 541 0.024 123 592 32 85.60 432 512 0.022 116 592 31 83.50 144 164 0.007 37 197 30 82.00 324 360 0.016 82 445 29 80.50 162 176 0.008 40 222 28 79.00 373 390 0.017 89 511 Page: 21 Site Number: 91631 Code: ANSI/TIA-222-G 02007 -2019 byATC 1P LLC. 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Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411_C3_01 10/21/2019 6:04:20 PM Customer: AT&T MOBILITY 27 76.60 560 556 0.024 126 768 26 73.50 560 522 0.023 119 768 25 70.50 560 488 0.021 1I1 768 24 67.50 560 456 0.020 104 768 23 64.50 560 424 0.018 96 768 22 61.60 560 393 0.017 89 768 21 58.50 560 363 0.016 82 768 20 65.60 560 334 0.015 76 768 19 52.50 560 305 0.013 69 768 18 49.50 560 278 0.012 63 768 17 46.50 560 252 0.011 57 768 16 43.50 560 226 0.010 51 768 15 41.00 373 137 0.006 31 512 14 39.60 211 73 0.003 17 289 13 37.60 632 202 0.009 46 867 12 34.50 632 177 0.008 40 867 11 31.50 632 153 0.007 35 867 10 28.50 632 130 0.006 30 867 9 25.60 632 109 0.006 25 867 8 22.50 632 90 0.004 20 867 7 19.50 632 71 0.003 16 867 6 16.50 632 55 0.002 12 867 5 13.50 632 40 0.002 9 867 4 10.50 632 27 0.001 6 867 3 7.60 632 16 0.001 4 867 2 4.60 564 6 0.000 1 773 1 1.50 530 1 0.000 0 726 Raycap DC6.48-60-18- 120.00 33 67 0.003 15 45 Raycap DC6-48-60-18- 120.00 16 33 0.001 7 22 Raycap DC6-48-60-18- 120.00 16 33 0.001 7 22 Generic Round T-Arm 118.00 938 1,856 0.081 422 1,286 KMW EPBQ-654LBHB-B 116.00 214 406 0.018 92 293 dbSpectra DS7W2QT8-V 115.00 585 1,112 0.048 253 802 KMW EPBQ454LBH8-L2 115.00 258 490 0.021 111 354 Nokia AirScale RRH 4 114.00 106 198 0.009 45 145 Nokia Airscale Dual 114.00 232 434 0.019 99 318 Nokia AirScale Dual 114.00 266 496 0.022 113 363 Kathrein Scala 782 1 112.00 115 210 0.009 48 158 Powerwave Allgon LGP 112.00 85 154 0.007 35 116 Alcatel -Lucent RRH2x 109.00 144 251 0,011 57 198 Alcatel -Lucent RRH2x 109.00 144 251 0.011 57 198 Alcatel -Lucent RRH4X 109.00 210 366 0.016 83 288 Round Side Arm 97.00 460 652 0.028 148 617 Ericsson Radio 4449- 95.00 210 294 0.013 67 288 Ericsson Radio 8843 95.00 255 358 0.016 81 350 Raycap RCMDC-6627-PF 95.00 32 45 0.002 10 44 JMA Wireless MX06FRO 95.00 460 631 0.027 143 617 Andrew Microwaves PX 84.00 37 43 0.002 10 51 Trimble Acutime 2000 83.00 1 1 0.000 0 2 RFS FIM800CAB-CID 83.00 169 180 0.008 41 218 Samsung 800 MHz RRU 83.00 178 202 0.009 46 245 Samsung RRH-V3 (2.5G 83.00 178 202 0.009 46 245 Samsung RRH-P4 (1.9 83.00 188 213 0.009 48 258 Flat Side Arm 83.00 450 509 0.022 116 617 KMW ETCR-6541-121-16 83.00 255 288 0.013 66 349 26,519 22,968 1.000 5,220 36,374 Page: 22 Site Number: 91531 Code: ANSI/TIA-222-G ©2007-2019 byATC /P LLC. 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Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 Customer: AT&T MOBILITY Load Case (0.9 - 0.2Sds)" DL + E ELFM Height Above Base Segment (ft) 10/21/2019 5:04:20 PM Seismic (Reduced DL) Equivalent Lateral Forces Method Horizontal Vertical Weight W = Force Force (lb) (lb-ft) C va (lb) (lb) 50 119.00 146 293 0.013 67 49 117.50 73 144 0.006 33 48 116.00 146 282 0.012 64 47 114.50 79 149 0.006 34 46 113.00 175 323 0.014 73 45 111.50 87 158 0.007 36 44 110.00 175 310 0.013 70 43 108.50 88 152 0.007 35 42 106.50 263 442 0.019 101 41 103.50 263 423 0.018 96 40 101.00 175 271 0.012 62 39 99.50 143 216 0.009 49 38 98.00 286 421 0.018 96 37 96.50 143 206 0.009 47 36 95.50 143 202 0.009 46 35 94.00 288 397 0.017 90 34 91.50 432 571 0.025 130 33 88.50 432 541 0.024 123 32 85.50 432 512 0.022 116 31 83.50 144 164 0.007 37 30 82.00 324 360 0.016 82 29 80.50 162 175 0.008 40 28 79.00 373 390 0.017 89 27 76.50 560 556 0.024 126 26 73.50 560 522 0.023 119 25 70.60 560 488 0.021 111 24 67.50 560 456 0.020 104 23 64.50 660 424 0.018 96 22 61.50 560 393 0.017 89 21 58.50 560 363 0.016 82 20 65.50 560 334 0.015 76 19 62.50 560 306 0.013 69 18 49.50 560 278 0.012 63 17 46.50 560 252 0.011 57 16 43.50 560 226 0.010 51 15 41.00 373 137 0.006 31 14 39.50 211 73 0.003 17 13 37.60 632 202 0.009 46 12 34.50 632 177 0.008 40 11 31.50 632 153 0.007 35 10 28.50 632 130 0.006 30 9 25.50 632 109 0.005 25 8 22.60 632 90 0.004 20 7 19.60 632 71 0.003 16 6 16.50 632 55 0.002 12 5 13.50 632 40 0.002 9 4 10.50 632 27 0.001 6 3 7.50 632 16 0.001 4 2 4.50 564 6 0.000 1 1 1.50 530 1 0.000 0 Raycap DC6-48-60-18- 120.00 33 67 0.003 15 Raycap DC6-48-60-18- 120.00 16 33 0.001 7 Raycap DC6-48.60-18- 120.00 16 33 0.001 7 Generic Round T-Arm 118.00 938 1,856 0.081 422 KMW EP130-6541-81-18-13 115.00 214 406 0.018 92 dbSpectra DS7W2QT8-V 115.00 585 1,112 0.048 253 KMW EPBQ-654L8H8-L2 115.00 258 490 0.021 111 Page: 23 Site Number: 91631 Code: ANSIITIA-222-G ©2007-2019byATC/PLLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/21/2019 5:04:20 PM Customer: AT&T MOBILITY Nokia AirScale RRH 4 114.00 106 198 0.009 45 99 77 I69 Nokia Airscale Dual 114.00 232 434 0.019 Nokia AirScale Dual 114.00 265 496 0.022 113 193 84 Kathrein Scala 782 1 112.00 115 210 0.009 48 Powerwave Aligon LGP 112.00 85 154 0.007 35 62 Alcatel -Lucent RRH2x 109.00 144 251 0.011 57 57 105 105 Alcatel -Lucent RRH2x 109.00 144 251 0.011 163 Alcatel -Lucent RRH4X 109.00 210 366 0.016 83 Round Side Arm 97.00 450 652 0.028 148 328 153 Ericsson Radio 4449- 95.00 210 294 0.013 67 Ericsson Radio 8843 95.00 255 358 0.016 81 186 23 Raycap RCMDC-6627-PF 95.00 32 45 0.002 10 JMA Wireless MX06FRO 95.00 450 631 0.027 143 328 Andrew Microwaves PX 84.00 37 43 0.002 10 27 Trimble Acutime 2000 83.00 1 1 0.000 0 41 1 116 RFS FIM800CAB-CID 83.00 159 180 0.008 46 130 Samsung 800 MHz RRU 83.00 178 202 0.009 Samsung RRH-V3 (2.5G 83.00 178 202 0.009 46 130 Samsung RRH-P4 (1.9 83.00 188 213 0.009 48 137 Flat Side Arm 83.00 450 609 0.022 116 328 KMW ETCR-6541_12H6 83.00 255 288 0.013 65 186 26,519 22,968 1.000 5.220 19,317 Page: 24 Site Number: 91531 Code: ANSI/TIA-222-G 02007 - 2019 byATC IP LLC. 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Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/2112019 5:04:20 PM Customer: AT&T MOBILITY Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) Sft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -35.65 4.23 0.00 -484.79 0.00 484.79 1,668.87 834.44 2,866.90 1,797.79 0.00 0.00 0.291 3.00 -34.87 -5.25 0.00 -469.09 0.00 469.09 1668.87 834.44 2,866.90 1,797.79 0.01 -0.04 0.282 6.00 -34.00 -5.27 0.00 -453.34 0.00 463.34 1:668.87 834.44 2,866.90 1,797.79 0.05 -0.08 0.273 9.00 -33.13 -5.28 0.00 -437.53 0.00 437.53 1,668.87 834.44 2,866.90 1,797.79 0.11 -0.11 0.263 12.00 -32.26 -5.29 0.00 -421.69 0.00 421.69 1,668.87 834.44 2,866.90 1,797.79 0.19 .0.15 0.254 15.00 -31.39 -5.29 0.00 -405.82 0.00 405.82 1,668.87 834.44 2,866.90 1,797.79 0.29 -0.18 0.245 18.00 -30.52 -5.29 0.00 -389.94 0.00 389.94 1,668.87 834.44 2,866.90 1,797.79 0.41 -0.21 0:235 21.00 -29.65 -5.28 0.00 -374.07 0.00 374.07 1,668.87 834.44 2,866.90 1,797.79 0.56 -0.24 0.226 24.00 -28.78 -6.27 0.00 -358.22 0.00 358.22 1,668.87 834.44 2,866.90 1,797.79 0.72 -0.27 0.217 27.00 -27.91 -5.25 0.00 -342.42 0.00 342.42 1,668.87 834.44 2,866.90 1,797.79 0.90 -0.30 0.207 30.00 -27.04 -5.22 0.00 -326.67 0.00 326.67 1,668.87 834.44 2,866.90 1,797.79 1.09 -0.33 0.198 33.00 -26.18 -5.19 0.00 -311.01 0.00 311.01 1,668.87 834.44 2,866.90 1,797.79 1.31 -0.35 0.189 36.00 -25.31 -5.15 0.00 -295.45 0.00 295.45 1,668.87 834.44 2,866.90 1,797.79 1.53 -0.38 0.180 39.00 -25.02 -6.13 0.00 -280.02 0.00 280.02 1,668.87 834.44 2,866.90 1,797.79 1.78 -0.40 0.171 40.00 -24.51 -6.10 0.00 -274.88 0.00 274.88 1,668.87 834.44 2,866.90 1,797.79 1.86 -0.41 0.168 40.00 -24.51 -5.10 0.00 -274.88 0.00 274.88 1,490.10 745.05 2,187.51 1,339.68 1.86 -0.41 0.222 42.00 -23.74 -6.06 0.00 -264.68 0.00 264.68 1,490.10 745.06 2,187.51 1,339.68 2.04 -0.42 0.214 46.00 -22.97 -5.01 0.00 -249.51 0.00 249.51 1,490.10 745.05 2,187.51 1,339.68 2.31 -0.46 0.202 48.00 -22.20 -4.95 0.00 -234.49 0.00 234.49 1,490.10 745.05 2,187.61 1,339.68 2.61 -0.48 0.190 51.00 -21.43 -4.88 0.00 419.65 0.00 219.66 1,490.10 746.05 2,187.51 1,339.68 2.92 -0.61 0,178 64.00 -20.66 -4.81 0.00 -205.00 0.00 205.00 1,490.10 746.05 2,187.51 1,339.68 3.25 -0.54 0.167 57.00 -19.89 -4.73 0.00 -190.57 0.00 190.57 1,490.10 745.05 2,187.51 1,339.68 3.60 -0.67 0.166 60.00 -19.12 -4.64 0.00 -176.39 0.00 176.39 1,490.10 745.05 2,187.51 1,339.68 3.96 -0.59 0.145 63.00 -18.36 -4.54 0.00 -162.48 0.00 162.48 1,490.10 745.05 2,187.61 1,339.68 4.34 -0.61 0.134 66.00 -17.58 -4.43 0.00 -148.86 0.00 148.86 1,490.10 745.05 2,187.51 1,339.68 4.73 -0.63 0.123 69.00 -16.82 -4.32 0.00 -135.55 0.00 136.55 1,490.10 746.06 2,187.61 1,339.68 6.14 -0.65 0.113 72.00 -16.05 -4.20 0.00 -122.59 0.00 122.59 1,490.10 745.05 2,187.51 1,339.68 5.55 -0.67 0.102 76.00 -15.28 -4.07 0.00 -110.00 0.00 110.00 1,490.10 745.05 2,187.61 1,339.68 5.97 -0.68 0.092 78.00 -14.77 -3.97 0.00 -97.81 0.00 97.81 1,490.10 745.05 2,187.51 1,339.68 6.41 -0.69 0.083 80.00 -14.55 -3.93 0.00 -89.86 0.00 89.86 1,490.10 745.06 2,187.51 1,339.68 6.70 -0.70 0.077 80.00 -14.55 -3.93 0.00 -89.86 0.00 89.86 1,311.06 655.53 1,697.15 948.43 6.70 -0.70 0.106 81.00 -14.10 -3.85 0.00 -86.93 0.00 85.93 1,311.06 655.53 1,597.15 948.43 6.85 -0.71 0.101 83.00 -11.98 -3.42 0.00 -78.23 0.00 78.23 1,311.06 655.53 1,597.16 948.43 7.14 -0.72 0.092 84.00 -11.33 -3.29 0.00 -74.81 0.00 74.81 1,311.06 655.63 1,597.15 948.43 7.30 -0.72 0.088 87.00 -10.74 -3.16 0.00 -64.94 0.00 64.94 1,311.06 655.53 1,697.15 948.43 7.76 -0.74 0.077 90.00 -10.15 -3.03 0.00 -555.45 0.00 56.45 1,311.06 655.53 1,597.15 948.43 8.22 -0.75 0.066 93.00 -9.76 -2.93 0.00 -46.37 0.00 46.37 1,311.06 666.53 1,697.16 948.43 8.70 -0.76 0.056 95.00 -8.27 -2.57 0.00 -40.51 0.00 40.51 1,311.06 665.53 1,597.15 948.43 9.02 -0.77 0.049 96.00 -8.07 -2.52 0.00 -37.94 0.00 37.94 1,311.06 656.53 1,597.15 948.43 9.19 -0.77 0.046 97.00 -7.06 -2.26 0.00 -35.42 0.00 35.42 1,311.06 655.53 1,697.15 948.43 9.35 -0.78 0.043 99.00 -6.87 -2.21 0.00 -30.90 0.00 30.90 1,311.06 655.53 1,597.15 948.43 9.67 -0.78 0.038 100.00 -6.63 -2.14 0.00 -28.69 0.00 28.69 1,311.06 665.63 1,697.15 948.43 9.84 -0.78 0.035 100.00 -6.63 -2.14 0.00 -28.69 0.00 28.69 662.26 331.13 648.15 396.94 9.84 -0.78 0.082 102.00 -6.27 -2.04 0.00 -24.41 0.00 24.41 662.26 331.13 648.15 396.94 10.17 -0.79 0.071 105.00 -5.91 -1.94 0.00 -18.27 0.00 18.27 662.26 331.13 648.15 396.94 10.67 -0.80 0.055 108.00 -5.79 -1.90 0.00 -12.46 0.00 12.46 662.26 331.13 648.16 396.94 11.17 -0.81 0.040 109.00 -4.87 -1.62 0.00 -10.56 0.00 10.65 662.26 331.13 648.15 396.94 11.34 -0.81 0.034 Page: 25 Slte Number: 91631 Code: ANSI/TIA-222-G 02007 - 2019 byATC IP LLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/21/2019 5:04:20 PM Customer: AT&T MOBILITY 111.00 -4.75 -1.59 0.00 -7.30 0.00 7.30 662.26 331.13 648.15 396.94 11.69 -0.82 0.026 112.00 -4.24 -1.42 0.00 -5.72 0.00 5.72 662.26 331.13 648.15 396.94 11.86 -0.82 0.021 114.00 -3.31 -1.12 0.00 -2.87 0.00 2.87 662.26 331.13 648.15 396.94 12.20 -0.82 0.012 115.00 -1.67 -0.57 0.00 -1.75 0.00 1.76 662.26 331.13 648.15 396.94 12.37 -0.82 0.007 117.00 -1.57 -0.54 0.00 -0.60 0.00 0.60 662.26 331.13 648.15 396.94 12.72 -0.82 0.004 118.00 -0.09 -0.03 0.00 -0.06 0.00 0.06 662.26 331.13 648.15 396.94 12.89 -0.82 0.000 120.00 0.00 -0.03 0.00 0.00 0.00 0.00 662.26 331.13 648.15 396.94 13.23 -0.82 0.000 Page: 26 Site Number: 91531 Code: ANSIITIA-222-G 92007-2019byATC/PLLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411_C3_01 Customer: AT&T MOBILITY 10/21/2019 5:04:20 PM Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -18.93 -6.22 0.00 -477.09 0.00 477.09 1,668.87 834.44 2,866.90 1,797.79 0.00 0.00 0.277 3.00 -18.52 -5.24 0.00 -461.42 0.00 461.42 1,668.87 834.44 2,866.90 1,797.79 0.01 -0.04 0.268 6.00 -18.05 -6.24 0.00 -445.71 0.00 445.71 1,668.87 834.44 2,866.90 1,797.79 0.05 -0.07 0.259 9.00 -17.59 -5.25 0.00 -429.98 0.00 429.98 1,668.87 834.44 2,866.90 1,797.79 0.11 -0.11 0.250 12.00 -17A3 -5.25 0.00 -414.24 0.00 414.24 1,668.87 834.44 2,866.90 1,797.79 0.19 -0.14 0.241 15.00 -16.66 -5.24 0.00 -398.50 0.00 398.60 1,668.87 834.44 2,866.90 1,797.79 0.29 -0.18 0.232 18.00 -16.20 -5.23 0.00 -382.78 0.00 382.78 1,668.87 834.44 2,866.90 1,797.79 0.41 -0.21 0.223 21.00 -16.74 -6.22 0.00 -367.08 0.00 367.08 1,668.87 834.44 2,866.90 1,797.79 0.55 -0.24 0.214 24.00 -15.27 -5.20 0.00 -351.42 0.00 351.42 1,668.87 834.44 2,866.90 1,797.79 0.70 -0.27 0.206 27.00 -14.81 -5,17 0.00 -335.83 0.00 335.83 1,668.87 834.44 2,866.90 1,797.79 0.88 -0.29 0.196 30.00 -14.35 -5.14 0.00 -320.30 0.00 320.30 1,668.87 834.44 2,866.90 1,797.79 1.07 -0.32 0.187 33.00 -13.89 -5.11 0.00 -304.87 0.00 304.87 1,668.87 834.44 2,866.90 1,797.79 1.28 -0.36 0.178 36.00 -13.42 -5.06 0.00 -289.65 0.00 289.56 1,668.87 834.44 2,866.90 1,797.79 1.51 -0.37 0.169 39.00 -13.27 -5.05 0.00 -274.36 0.00 274.36 1,668.87 834.44 2,866.90 1,797.79 1.75 -0.39 0.161 40.00 -13.00 -5.02 0.00 -269.31 0.00 269.31 1,668.87 834.44 2,866.90 1,797.79 1.83 -0.40 0.158 40.00 .13.00 -5.02 0.00 -269.31 0.00 269.31 1,490.10 745.05 2,187.51 1,339.68 1.83 -0.40 0.210 42.00 -12.59 -4.97 0.00 -259.27 0.00 269.27 1,490.10 746.05 2,187.51 1,339.68 2.00 -0.41 0.202 45.00 -12.18 -4.92 0.00 -244.37 0.00 244.37 1,490.10 745.05 2,187.61 1,339.68 2.27 -0.45 0.191 48.00 -11.77 -4.86 0.00 -229.62 0.00 229.62 1,490.10 745.06 2,187.51 1,339.68 2.56 -0.48 0.179 51.00 -11.36 -4.79 0.00 -215.05 0.00 215.05 1,490.10 745.05 2,187.51 1,339.68 2.87 -0.50 0.168 54.00 -10.95 -4.71 0.00 -200.69 0.00 200.69 1,490.10 745.06 2,187.51 1,339.68 3.19 -0.53 0.157 57.00 -10.54 -4.63 0.00 -186.55 0.00 186.65 1,490.10 745.05 2,187.51 1,339.68 3.54 -0.56 0.146 60.00 -10.13 -4.54 0.00 -172.66 0.00 172.66 1,490.10 745.05 2,187.51 1,339.68 3.89 -0.58 0.136 63.00 -9.72 -4.44 0.00 -159.03 0.00 169.03 1,490.10 745.05 2,187.51 1,339.68 4.26 -0.60 0.126 66.00 -9.32 -4.34 0.00 -145.70 0.00 145.70 1,490.10 745.05 2,187.51 1,339.68 4.65 -0.62 0.115 69.00 -8.91 -4.23 0.00 -132.68 0.00 132.68 1,490.10 745.05 2,187.51 1,339.68 5.04 -0.64 0.106 72.00 -8.50 -4.11 0.00 -119.99 0.00 119.99 1,490.10 745.05 2,187.51 1,339.68 5.45 -0.65 0.096 76.00 -8.09 -3.98 0.00 -107.68 0.00 107.68 1,490.10 745.05 2,187.51 1,339.68 5.86 -0.67 0.086 78.00 -7.82 -3.89 0.00 -95.74 0.00 95.74 1,490.10 745.05 2,187.51 1,339.68 6.29 -0.68 0.077 80.00 -7.71 -3.85 0.00 -87.97 0.00 87.97 1,490.10 745.05 2,187.51 1,339.68 6.57 -0.69 0.071 80.00 -7.71 -3.86 0.00 -87.97 0.00 87.97 1,311.06 655.53 1,597.15 948.43 6.57 -0.69 0.099 81.00 -7.47 3.76 0.00 -84.12 0.00 84.12 1,311.06 655.53 1,597.15 948.43 6.72 -0.69 0.094 83.00 -6.34 -3.36 0.00 -76.60 0.00 76.60 1,311.06 655.63 1,597.15 948.43 7.01 -0.70 0.086 84.00 -6.00 -3.22 0.00 -73.25 0.00 73.25 1,311.06 655.53 1,597.15 948.43 7.16 -0.71 0.082 87.00 -6.69 -3.10 0.00 -63.59 0.00 63.59 1,311.06 655.63 1,597.15 948.43 7.61 -0.73 0.071 90.00 -5.37 -2.96 0.00 -54.30 0.00 54.30 1,311.06 655.53 1,597.16 948.43 8.07 -0.74 0.061 93.00 -5.16 -2.87 0.00 -46.41 0.00 45.41 1,311.06 666.53 1,597.16 948.43 8.64 -0.75 0.052 95.00 -4.38 .2.51 0.00 -39.67 0.00 39.67 1,311.06 655.63 1,597.15 948.43 8.85 -0.76 0.045 96.00 -4.27 -2.46 0.00 -37.16 0.00 37.16 1,311.06 665.53 1,597.15 948.43 9.01 -0.76 0.042 97.00 -3.74 -2.21 0.00 -34.70 0.00 34.70 1,311.06 655.53 1,597.15 948.43 9.17 -0.76 0.039 99.00 -3.63 -2.16 0.00 30.27 0.00 30.27 1,311.06 655.53 1,597.15 948.43 9.49 -0.77 0.035 100.00 -3.61 -2.10 0.00 -28A 1 0.00 28.11 1,311.06 655.53 1,597.15 948.43 9.66 -0.77 0.032 100.00 -3.51 -2.10 0.00 -28.11 0.00 28.11 662.26 331.13 648.15 396.94 9.65 -0.77 0.076 102.00 -3.32 -2.00 0.00 -23.91 0.00 23.91 662.26 331.13 648.15 396.94 9.98 -0.77 0.065 105.00 -3.13 -1.90 0.00 -17.90 0.00 17.90 662.26 331.13 648.16 396.94 10.47 -0.79 0.050 108.00 3.06 -1.86 0.00 -12.20 0.00 12.20 662.26 331.13 648.15 396.94 10.96 -0.80 0.035 109.00 -2.68 -1.69 0.00 -10.33 0.00 10.33 662.26 331.13 648.15 396.94 11.13 -0.80 0.030 Page: 27 Site Number: 91531 Code: ANSIMA-222-G ©2007-2019byATC/PLLC. Al/ rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10l2112019 5:04:20 PM Customer: AT&T MOBILITY 111.00 -2.51 -1.66 0.00 -7.15 0.00 7.15 662.26 331.13 648.15 396.94 11.46 -0.80 0.022 112.00 -2.24 -1.39 0.00 -5.60 0.00 5.60 662.26 331.13 648.15 396.94 11.63 -0.80 0.018 114.00 -1.76 -1.10 0.00 -2.81 0.00 2.81 662.26 331.13 648.15 396.94 11.97 -0.80 0.010 115.00 -0.88 -0.56 0.00 -1.72 0.00 1.72 662.26 331.13 648.15 396.94 12.14 -0.81 0.006 117.00 -0.83 -0.63 0.00 -0.59 0.00 0.59 662.26 331.13 648.15 396.94 12.48 -0.81 0.003 118.00 -0.05 -0.03 0.00 -0.06 0.00 0.06 662.26 331.13 648.15 396.94 12.64 -0.81 0.000 120.00 0.00 -0.03 0.00 0.00 0.00 0.00 662.26 331.13 648.15 396.94 12.98 -0.81 0.000 Page: 28 Site Number: 91531 Code: ANSI/TIA-222-G ©2007-2019byATCIPLLC. AH rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 Customer: AT&T MOBILITY Equivalent Modal Analysis Method (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSUTIA-G, section 2.7) Spectral Response Acceleration for Short Period (S e): 1.29 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.50 Importance Factor (I E): 1.00 Site Coefficient F e: 1.00 Site Coefficient F . 1.50 Response Modification Coefficient (R): 1.60 Design Spectral Response Acceleration at Short Period (S dg): 0.86 Des ing Spectral Response Acceleration at 1.0 Second Period (S d1 ): 0.50 Period Based on Rayleigh Method (sec): 1.68 Redundancy Factor (p): 1.00 10/21/2019 5:04:20 PM Load Case 1.2 + 0.2Sds * DL + E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 50 119.00 146 1.859 1.819 1.081 1.597 155 200 49 117.50 73 1.812 1.694 0.998 1.468 72 100 48 116.00 146 1.766 1.389 0.920 1.345 131 200 47 114.50 79 1.721 1.202 0.847 1.228 65 108 46 113,00 175 1.676 1.033 0.778 1.116 130 240 45 111.60 87 1.632 0.880 0.714 1.009 59 120 44 110.00 175 1.688 0.742 0.654 0.908 106 240 43 108.50 88 1.545 0.618 0.598 0.812 47 120 42 106.50 263 1.489 0.474 0.529 0.693 122 361 41 103.50 263 1.406 0.295 0.438 0.531 93 361 40 101.00 175 1.339 0.178 0.372 0.413 48 241 39 99.60 143 1.299 0.120 0.336 0.348 33 196 38 98.00 286 1.261 0.069 0.302 0.289 55 392 37 96.50 143 1.222 0.027 0.272 0.235 22 196 36 95.50 143 1.197 0.002 0.253 0.202 19 196 35 94.00 288 1.160 -0.030 0.226 0.157 30 395 34 91.50 432 1.099 .0.071 0.186 0.093 27 592 33 88.50 432 1.028 -0.102 0.146 0.033 10 592 32 85.50 432 0.959 -0.118 0.112 -0.007 -2 592 31 83.50 144 0.915 -0.121 0.093 -0.025 -2 197 30 82.00 324 0.883 -0.121 0.081 -0.033 -7 445 29 80.60 162 0.851 -0.119 0.069 -0.037 -4 222 28 79.00 373 0.819 -0.115 0.059 -0.037 -0 511 27 76.50 560 0.768 -0.105 0.045 -0.030 -11 768 26 73.60 680 0.709 -0.090 0.032 -0.013 -0 768 25 70.50 560 0.652 -0.071 0.022 0.013 5 768 24 67.60 560 0.598 -0.052 0.014 0.044 16 768 23 64.50 560 0.649 -0.033 0.010 0.076 28 768 22 61.50 660 0.498 -0.015 0.007 0.107 40 768 21 68.50 560 0.449 0.002 0.006 0.134 50 768 20 55.50 560 0.404 0.017 0.006 0.157 59 768 19 52.50 560 0.362 0.030 0.008 0.175 65 768 18 49.60 560 0.322 0.040 0.011 0.187 70 768 17 46.60 680 0.284 0.049 0.014 0.196 73 768 Page: 29 Site Number: 91531 Site Name: 34301 9TH AVENUE SOUTH, WA Customer: AT&T MOBILITY Code:ANSIITIA-222-G©2007-20f9byATClPLLC.A#rights reserved. Engineering Number:OAA753411_C3_01 10121/2019 5:04:21 PM 16 43.50 560 0.248 0.056 0.017 0.198 74 768 15 41.00 373 0.221 0.060 0.021 0.198 49 512 14 39.50 211 0.205 0.062 0.023 0.197 28 289 13 37.50 632 0.185 0.065 0.025 0.196 82 867 12 34.50 632 0.156 0.087 0.029 0.192 81 867 11 31.50 632 0.130 0.069 0.033 0.187 79 867 10 28.50 632 0.107 0.071 0.036 0.182 77 867 9 25.50 632 0.085 0.071 0.039 0.176 74 867 8 22.50 632 0.066 0,072 0.041 0,171 72 867 7 19.50 632 0.050 0.071 0.042 0.165 70 867 6 16.50 632 0.036 0.069 0.041 0.158 67 867 5 13.50 632 0.024 0.066 0.039 0.149 63 867 4 10.50 632 0,014 0.060 0.035 0.135 57 867 3 7.50 632 0.007 0,050 0.029 0.115 48 867 2 4.50 564 0.003 0.036 0.020 0.083 31 773 1 1.50 530 0.000 0.014 0.008 0.034 12 726 Raycap DC6-48-00-18- 120.00 33 1.890 1.980 1.140 1.686 37 45 Raycap DC&-48-60-18- 120.00 16 1.890 1.980 1.140 1.686 18 22 Raycap DC6-48-60-18- 120.00 16 1.890 1.980 1.140 1.686 18 22 Generic Round T-Arm 118.00 938 1.828 1.667 1.026 1.511 944 1,286 KMW EPBQ-654LBHB-B 115.00 214 1.736 1.263 0.871 1.267 180 293 dbSpectra DS7W2QT8-V 115.00 585 1.736 1.263 0.871 1.267 494 802 KMW EPBQ-654LBH8-L2 116.00 268 1.736 1.283 0.871 1.267 218 354 Nokia AirScale RRH 4 114.00 106 1.706 1A44 0.823 1.190 84 145 Nokia Airscale Dual 114.00 232 1.706 1.144 0.823 1.190 184 318 Nokia AirScale Dual 114.00 265 1.706 1.144 0.823 1.190 210 363 Kathrein Scala 782 1 112.00 116 1.646 0.929 0.735 1.044 80 158 Powerwave Allgon LGP 112.00 85 1.848 0.929 0.735 1.044 59 116 Alcatel -Lucent RRH2x 109.00 144 1.559 0.668 0.616 0.844 81 198 Alcatel -Lucent RRH2x 109.00 144 1.569 0.668 0.616 0.844 81 198 Alcatel -Lucent RRH4X 109.00 210 1.659 0.658 0.616 0.844 118 288 Round Side Arm 97.00 450 1.235 0.040 0.282 0.253 76 617 Ericsson Radio 4449- 95.00 210 1,185 -0.009 0.243 0.187 26 288 Ericsson Radio 8843 95.00 255 1.185 -0.009 0,243 0.187 32 350 Raycap RCMDC-6627-PF 95.00 32 1.185 -0.009 0.243 0.187 4 44 JMA Wireless MX06FR0 95.00 460 1A86 -0.009 0.243 0.187 56 617 Andrew Microwaves 84.00 37 0.926 -0.121 0,098 -0.021 -1 51 Trimble Acutime 2000 83.00 1 0.904 .0.122 0.089 -0.028 0 2 RFS FIM800CAB-C1D 83.00 159 0.904 -0.122 0.089 -0.028 3 218 Samsung 800 MHz RRU 83.00 178 0.904 -0.122 0.089 -0.028 3 245 Samsung RRH-V3 (2.5G 83.00 178 0.904 -0.122 0.089 -0.028 3 245 Samsung RRH-P4 (1.9 83.00 188 0.904 -0.122 0.089 -0.028 3 258 Flat Side Arm 83.00 450 0.904 -0.122 0.089 -0.028 -8 617 KMW ETCR-6541-12H6 83.00 255 0.904 -0.122 0.089 -0.028 -5 349 26,519 76.674 28.064 25.538 35.263 5,525 36,374 Load Case 0.9 - 0.2Sds * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 50 119.00 146 1.859 1.819 1.081 1.697 155 106 49 117.50 73 1.812 1.694 0.998 1.468 72 53 48 116.00 146 1.766 1.389 0.920 1.345 131 106 47 114.50 79 1.721 1.202 0.847 1.228 65 68 46 113.00 175 1.676 1.033 0.778 1.116 130 127 45 111.50 87 1.632 0.880 0.714 1.009 59 64 44 110.00 175 1.588 0.742 0.854 0.908 106 127 43 108.50 88 1.545 0.618 0.698 0.812 47 64 42 106.50 263 1.489 0.474 0.529 0.693 122 192 Page: 30 Site Number: 91531 Site Name: 34301 9TH AVENUE Customer: AT&T MOBILITY SOUTH, WA Engineering Code: ANSI/TIA-222-G ©2007-2019byATC/PLLC. All rights reserved. Number:OAA753411 C3_01 10/21/2019 5:04:21 PM 41 103.60 263 1.406 0.295 0.438 0.631 93 192 40 101.00 176 1.339 0.178 0.372 0.413 48 128 39 99.60 143 1.299 0.120 0.336 0.348 33 104 38 98.00 286 1.261 0.069 0.302 0.289 55 208 37 96.60 143 1.222 0.027 0.272 0.235 22 104 36 95.50 143 1.197 0.002 0.253 0.202 19 104 35 94.00 288 1.160 -0.030 0.226 0.157 30 210 34 91.60 432 1.099 -0.071 0.186 0.093 27 316 33 88.50 432 1.028 -0.102 0.146 0.033 10 315 32 85.50 432 0.959 -0.118 0.112 4.007 -2 315 31 83.50 144 0.915 -0.121 0.093 -0.025 -2 105 30 82.00 324 0.883 -0.121 0.081 -0.033 -7 236 29 80.50 162 0.851 -0.119 0.069 -0.037 -4 118 28 79.00 373 0.819 -0.116 0.059 -0.037 -0 272 27 76.50 560 0.768 -0.106 0.046 -0.030 -11 408 26 73.50 560 0.709 -0.090 0.032 -0.013 -5 408 25 70.50 560 0.652 -0.071 0.022 0.013 5 408 24 67.50 560 0.598 -0.052 0.014 0.044 16 408 23 64.60 560 0.546 -0.033 0.010 0.076 28 408 22 61.50 560 0.496 -0.016 0.007 0.107 40 408 21 58.60 660 0.449 0.002 0.006 0.134 5o 408 20 56.50 560 0.404 0.017 0.006 0.157 59 408 19 52.50 560 0.362 0.030 0.008 0.175 65 408 18 49.50 680 0.322 0.040 0.011 0.187 70 408 17 46.50 660 0.284 0.049 0.014 0.195 73 408 16 43.50 660 0.248 0.066 0.017 0.198 74 408 i6 41.00 373 0.221 0.060 0.021 0.198 49 272 14 39.50 211 0.205 0.062 0.023 0.197 28 153 13 37.60 632 0.185 0.065 0.025 0.196 82 460 12 34.50 632 0.156 0.067 0.029 0.192 81 460 11 31.50 632 0.130 0.069 0.033 0.187 79 460 10 28.50 632 0.107 0.071 0.036 0.182 77 460 9 25.50 632 0.086 0.071 0.039 0.176 74 460 8 22.50 632 0.066 0.072 0.041 0.171 72 460 7 19.50 632 0.050 0.071 0.042 0.165 70 460 6 16.60 632 0.036 0.069 0.041 0.168 67 480 6 13.60 632 0.024 0.066 0.039 0.149 63 460 4 10.50 632 0.014 0.060 0.036 0.135 57 460 3 7.50 632 0.007 0.050 0.029 0.115 48 460 2 4.50 564 0.003 0.036 0.020 0.083 31 411 1 1.50 530 0.000 0.014 0.008 0.034 12 386 Raycap DC6.48.60-18- 120.00 33 1.890 1.980 1.140 1.686 37 24 Raycap DC6-48-60-18- 120.00 16 1.890 1.980 1.140 1.686 18 12 Raycap DC6.48-60-18- 120.00 16 1.890 1.980 1A40 1.686 18 12 Generic Round T-Arm 118.00 938 1.828 1.66T 1.025 1.511 944 683 KMW EPBQ-654LSH8-B 115.00 214 1.736 1.263 0.871 1.267 180 156 dbSpectra DS7W2QT8-V 116.00 586 1.736 1.283 0.871 1.267 494 426 KMW EPBQ-664L8H8-L2 116.00 268 1.736 1.263 0.871 1.267 218 188 Nokia AirScale RRH 4 114.00 106 1.706 1.144 0.823 1.190 84 77 Nokia Airscale Dual 114.00 232 1.706 1.144 0.823 1.190 184 199 Nokia AirScale Dual 114.00 265 1.706 1.144 0.823 1.190 210 193 Kathrein Scala 782 1 112.00 115 1.646 0.929 0.735 1.044 80 84 Powerwave Allgon LGP 112.00 85 1.646 0.929 0.736 1.044 59 62 Alcatel -Lucent RRH2x 109.00 144 1.559 0.658 0.616 0.844 81 105 Alcatel -Lucent RRH2x 109.00 144 1.559 0.658 0.616 0.844 81 105 Alcatel -Lucent RRH4X 109.00 210 1.559 0.658 0.616 0.844 118 153 Round Side Arm 97.00 450 1.236 0.040 0.282 0.253 76 328 Ericsson Radio 4449- 95.00 210 1.185 -0.009 0.243 0.187 26 153 Ericsson Radio 8843 96.00 255 1A85 -0.009 0.243 0.187 32 186 Raycap RCMDC-6627-PF 95.00 32 1.185 -0.009 0.243 0.187 4 23 JMA Wireless MX06FR0 95.00 450 1.186 -0.009 0.243 0.187 56 328 Andrew Microwaves 84.00 37 0.926 -0.121 0.098 -0.021 -1 27 Trimble Acutime 2000 83.00 1 0.904 .0.122 0.089 -0.028 0 1 RFS FIM800CAB-CID 83.00 169 0.904 _0A22 0.089 -0.028 -3 116 Page: 31 Site Number: 91631 Code: ANSIITIA-222-G ©2007-2019byATCIPLLC. Affrightsreserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/21/2019 5:04:21 PM Customer: AT&T MOBILITY Samsung 800 MHz RRU 83.00 178 0.904 -0.122 0.089 -0.028 -3 130 130 Samsung RRH-V3 (2.5G 83.00 178 0.904 -0.122 0.089 -0.028 -3 Samsung RRH-P4 (1.9 83.00 188 0.904 -0.122 0.089 -0.028 -3 137 328 Flat Side Arm 83.00 460 0.904 -0.122 0.089 -0.028 -8 KMW ETCR-6541-721-16 83.00 255 0.904 -0.122 0.089 -0.028 -0 186 26,519 76.674 28.084 25.538 35.263 5,525 19,317 Page: 32 Site Number: 91531 Code: ANSI/TIA-222-G ©2007-2019byATCIPLLC. Allrights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 Customer: AT&T MOBILITY Load Case (1.2 + 0.2Sds)' DL + E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces 10/21/2019 5:04:21 PM 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) (tt-kips) (in) (deg) Ratio 0.00 -35.65 -5.63 0.00 -532.66 0.00 532.66 1,668.87 834.44 2,866.901,797.79 0.00 0.00 0.318 3.00 -34.87 -5.62 0.00 -516.08 0.00 516.08 1,668.87 834.44 2,866.901,797.79 0.01 -0.04 0.308 6.00 -34.00 -5.49 0.00 -499.52 0.00 499.62 1,668.87 834.44 2,866.901,797.79 0.05 -0.08 0.298 9.00 -33.13 -5.46 0.00 -483.04 0.00 483.04 1,668.87 834.44 2,866.901,797.79 0.12 -0.12 0.289 12.00 -32.26 -5.41 0.00 -466.67 0.00 466.67 1,668.87 834.44 2,866.901,797.79 0.21 -0.16 0.279 15.00 -31.39 -5.36 0.00 -450.43 0.00 460.43 1,668.87 834.44 2,866.901,797.79 0.32 -0.20 0.269 18.00 -30.52 -5.31 0.00 -434.33 0.00 434.33 1,668.87 834.44 2,866.901,797.79 0.46 -0.23 0.260 21.00 -29.65 -5.25 0.00 -418.40 0.00 418.40 1,668.87 834.44 2,866.901,797.79 0.61 -0,27 0.251 24.00 -28.78 -5.19 0.00 -402.66 0.00 402.65 1,668.87 834.44 2,866.901,797.79 0.79 -0.30 0.241 27.00 -27.91 -6.12 0.00 -387.08 0.00 387.08 1,668.87 834.44 2,866.901,797.79 0.99 -0.33 0.232 30.00 -27.04 -5.05 0.00 -371.71 0.00 371.71 1,668.87 834.44 2,866.901,797.79 1.21 -0.36 0.223 33.00 -26.17 -4.98 0.00 -356.66 0.00 366.65 1,668.87 834.44 2,866.901,797.79 1.45 -0.39 0.214 36.00 -25.31 -4.90 0.00 -341.61 0.00 341.61 1,668.87 834.44 2,866.901,797.79 1.70 -0.42 0.206 39.00 -25.02 -4.88 0.00 -326.90 0.00 326.90 1,668.87 834.44 2,866.901,797.79 1.97 -0.45 0.197 40.00 -24.50 -4.83 0.00 -322.02 0.00 322.02 1,668.87 834.44 2,866.901,797.79 2.07 -0.46 0.194 40.00 -24.50 -4.83 0.00 -322.02 0.00 322.02 1,490A0 745.05 2,187.51 1,339.68 2.07 -0.45 0.257 42.00 -23.73 -4.77 0.00 -312.35 0.00 312.35 1,490.10 746.06 2,187.61 1,339.68 2.26 -0.47 0.249 46.00 -22.96 -4.70 0.00 -298.06 0.00 298.06 1,490.10 745.05 2,187.51 1,339.68 2.57 -0.51 0.238 48.00 -22.19 -4.64 0.00 -283.96 0.00 283.96 1,490.10 745.05 2,187.61 1,339.68 2.90 -0.55 0.227 51.00 -21.42 -4.68 0.00 -270.04 0.00 270.04 1,490.10 745.05 2,187.51 1,339.68 3.26 -0.58 0.216 64.00 -20.65 -4.52 0.00 -266.31 0.00 266.31 1,490.10 745.05 2,187.51 1,339.68 3.64 -0.62 0.206 57.00 -19.88 -4.48 0.00 -242.73 0.00 242.73 1,490.10 745.05 2,187.51 1,339.68 4.04 -0.65 0.195 60.00 -19.12 -4.44 0.00 -229.31 0.00 229.31 1,490.10 745.05 2,187.61 1,339.68 4.45 -0.68 0.184 63.00 -18.36 -4.41 0.00 -216.99 0.00 215.99 1,490.10 745.06 2,187.51 1,339.68 4.89 .0.71 0.174 66.00 -17.58 -4.39 0.00 -202.77 0.00 202.77 1,490A0 745.05 2,187.51 1,339.68 5.34 -0.74 0.163 69.00 -16.81 -4.38 0.00 -189.60 0.00 189.60 1,490.10 745.05 2,187.51 1,339.68 5.81 -0.76 0.153 72.00 -16.04 -4.38 0.00 -176.45 0.00 176.45 1,490.10 745.05 2, 187.51 1,339.68 6.30 -0.78 0.143 76.00 -15.27 -4.39 0.00 -163.30 0.00 163.30 1,490.10 745.05 2,187.61 1,339.68 6.80 -0.81 0.132 78.00 -14.76 -4.40 0.00 -150.13 0.00 150.13 1,490.10 746.05 2,187.51 1,339.68 7.31 -0.83 0.122 80.00 -14.53 -4.40 0.00 441.34 0.00 141.34 1,490.10 746.05 2,187.51 1,339.68 7.66 -0.84 0.115 80.00 -14.63 -4.40 0.00 -141.34 0.00 141.34 1,311.06 655.53 1,697.15 948.43 7.66 -0.84 0.160 81.00 -14.09 -4.40 0.00 -136.94 0.00 136.94 1,311.06 655.63 1,597.15 948.43 7.84 -0.84 0.155 83.00 -11.95 -4.40 0.00 -128.13 0.00 128.13 1,311.06 655.53 1,597.15 948.43 8.19 -0.86 0.144 84.00 -11.31 -4.40 0.00 423.73 0.00 123.73 1,311.06 655.53 1,597.15 948.43 8.38 -0.87 0.139 87.00 -10.71 -4.38 0.00 -110.53 0.00 110.63 1,311.06 655.63 1,597.15 948.43 8.93 -0.90 0.125 90.00 -10.12 -4.35 0.00 -97.38 0.00 97.38 1,311.06 655.53 1,597.15 948.43 9.51 -0.92 0.110 93.00 -9.73 -4.32 0.00 -84.32 0.00 84.32 1,311.06 656.53 1,697.15 948.43 10.09 -0.94 0.096 95.00 -8.23 -4.16 0.00 -75.69 0.00 75.69 1,311.06 655.53 1,697.15 948.43 10.49 -0.95 0.086 96.00 -8.04 -4.13 0.00 -71.53 0.00 71.53 1,311.06 655.53 1,597.16 948.43 10.69 -0.96 0.082 97.00 -7.03 -3.99 0.00 -67.39 0.00 67.39 1,311.06 655.63 1,597.15 948.43 10.89 -0.96 0.076 99.00 -6.83 -3.95 0.00 -59.42 0.00 59.42 1,311.06 665.53 1,597.15 948.43 11.30 -0.97 0.068 100.00 -6.59 -3.90 0.00 -56.47 0.00 65.47 1,311.06 655.63 1,597.16 948.43 11.50 -0.98 0.064 100.00 -6.59 -3.90 0.00 -55.47 0.00 56.47 662.26 331.13 648.15 396.94 11.50 -0.98 0.150 102.00 -6.23 -3.80 0.00 -47.67 0.00 47.67 662.26 331.13 648.16 396.94 11.91 -0.99 0.130 105.00 -5.87 -3.68 0.00 -36.27 0.00 36.27 662.26 331.13 648.15 396.94 12.54 -1.01 0.100 108.00 -5.75 -3.63 0.00 -26.24 0.00 26.24 662.26 331.13 648.15 396.94 13.19 -1.03 0.072 109.00 -4.83 -3.23 0.00 -21.62 0.00 21.62 662.26 331.13 648.15 396.94 13.40 -1.04 0.062 Page: 33 ©2007-2019byATC/PLLC. All rights reserved. Site Number: 91631 Code: ANSI/TIA-222-G Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/21/2019 5:04:21 PM Customer: AT&T MOBILITY 111.00 -4.72 -3.17 0.00 -15.16 0.00 16.16 662.26 331.13 648.16 396.94 13.84 -1.06 0.046 112.00 -4.21 -2.89 0.00 -12.00 0.00 12.00 662.26 331.13 648.16 396.94 14.06 -1.05 0.037 114.00 -3.28 -2.33 0.00 -6.23 0.00 6.23 662.26 331.13 648.15 396.94 14.60 -1.05 0.021 116.00 -1.65 -1.27 0.00 -3.90 0.00 3.90 662.26 331.13 648.15 396.94 14.72 -1.05 0.012 117.00 -1.55 -1.20 0.00 -1.36 0.00 1.36 662.26 331.13 648.15 396.94 16.16 -1.06 0.006 118.00 -0.09 -0.07 0.00 -0.15 0.00 0.16 662.26 331.13 648.15 396.94 16.39 -1.06 0.001 120.00 0.00 -0.07 0.00 0.00 0.00 0.00 662.26 331.13 648.15 396.94 15.83 -1.06 0.000 Page: 34 Site Number: 91531 Code: ANSIITIA-222-G 02007-2019byATCIPLLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3 01 10121/2019 5:04:21 PM Customer: AT&T MOBILITY Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-klps) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -18.93 -5.52 0.00 -623.72 0.00 623.72 1,668.87 834.44 2,866.901,797.79 0.00 0.00 0.303 3.00 -18.51 -0.50 0.00 -507.16 0.00 507.16 1,668.87 834.44 2,866.901,797.79 0.01 -0.04 0.293 6.00 -18.06 -6.46 0.00 -490.66 0.00 490.66 1,668.87 834.44 2,866.901,797.79 0.05 -0.08 0.284 9.00 -17.59 -5.42 0.00 -474.26 0.00 474.26 1,668.87 834.44 2,866.901,797.79 0.12 -0.12 0.274 12.00 -17.12 -5.37 0.00 -458.01 0.00 458.01 1,668.87 834.44 2,866.901,797.79 0.20 -0.16 0.266 15.00 -16.66 -5.31 0.00 -441.91 0.00 441.91 1,668.87 834.44 2,866.901,797.79 0.31 -0.19 0.256 18.00 -16.20 -6.25 0.00 -425.99 0.00 425.99 1,668.87 834.44 2,866.901,797.79 0.45 -0.23 0.247 21.00 -15.73 -6.18 0.00 -410.25 0.00 410.26 1,668.87 834.44 2,866.901,797.79 0.60 -0.26 0.238 24.00 -16.27 -5.11 0.00 -394.70 0.00 394.70 1,668.87 834.44 2,866.901,797.79 0.78 -0.29 0.229 27.00 -14.81 -6.04 0.00 -379.36 0.00 379.36 1,668.87 834.44 2,866.901,797.79 0.97 -0.33 0.220 30.00 -14.35 -4.97 0.00 -364.24 0.00 364.24 1,668.87 834.44 2,866.901,797.79 1.19 -0.36 0.211 33.00 -13.88 -4.89 0.00 -349.33 0.00 349.33 1,668.87 834.44 2,866.901,797.79 1.42 -0.38 0,203 36.00 -13.42 -4.81 0.00 -334.66 0.00 334.66 1,668.87 834.44 2,866.901,797.79 1.67 -0.41 0.194 39.00 -13.27 -4.79 0.00 -320.23 0.00 320.23 1,668.87 834.44 2,866.901,797.79 1.94 -0.44 0.186 40.00 -13.00 -4.74 0.00 -315.44 0.00 315.44 1,668.87 834.44 2,866.901,797.79 2.03 -0.45 0.183 40.00 -13.00 -4.74 0.00 -315.44 0.00 316.44 1,490.10 746.05 2,187.51 1,339.68 2.03 -0.45 0.244 42.00 -12.69 -4.67 0.00 -305.96 0.00 305.96 1,490.10 745.06 2,187.61 1,339.68 2.22 -0.46 0.237 45.00 A2.18 -4.60 0.00 -291.96 0.00 291.96 1,490.10 746.05 2,187.51 1,339.68 2.52 -0.50 0.226 48.00 -11.77 -4.63 0.00 -278.16 0.00 278.16 1,490.10 746.05 2,187.51 1,339.68 2.85 -0.54 0.216 51.00 -11.36 -4.47 0.00 -264.66 0.00 264.66 1,490.10 745.05 2,187.51 1,339.68 3.20 -0.57 0.205 54.00 -10.95 -4.41 0.00 -251.15 0.00 251.15 1,490.10 745.05 2,187.61 1,339.68 3.67 -0.61 0.195 57.00 -10.54 4.37 0.00 -237.91 0.00 237.91 1,490.10 745.05 2,187.51 1,339.68 3.96 -0.64 0.185 60.00 -10A3 -4.33 0.00 -224.81 0.00 224.81 1,490.10 745.05 2,187.51 1,339.68 4.37 .0.67 0.176 63.00 -9.72 -4.30 0.00 -211.83 0.00 211.83 1,490.10 746.05 2,187.51 1,339.68 4.80 -0.69 0.165 66.00 -9.31 -4.28 0.00 -198.94 0.00 198.94 1,490.10 745.05 2,187.51 1,339.68 5.24 -0.72 0.155 69.00 -8.90 -4.27 0.00 -186.10 0.00 186.10 1,490.10 746.06 2,187.61 1,339.68 5.70 -0.75 0.145 72.00 -8.49 -4.28 0.00 -173.28 0.00 173.28 1,490.10 745.05 2,187.61 1,339.68 6.18 -0.77 0.135 75.00 -8.08 -4.29 0.00 -160.45 0.00 160.45 1,490.10 745.06 2,187.61 1,339.68 6.67 -0.79 0.125 78.00 -7.81 -4.29 0.00 -147.69 0.00 147.59 1,490.10 745.06 2,187.61 1,339.68 7.17 -0.81 0.115 80.00 -7.69 -4.30 0.00 -139.00 0.00 139.00 1,490.10 745.05 2,187.51 1,339.68 7.51 -0.82 0.109 80.00 -7.69 -4.30 0.00 -139.00 0.00 139.00 1,311.06 655.53 1,597.15 948.43 7.51 -0.82 0.152 81.00 -7.45 -4.30 0.00 -134.71 0.00 134.71 1,311.06 655.53 1,597.15 948.43 7.69 -0.83 0.148 83.00 -6.32 -4.32 0.00 -126.10 0.00 126.10 1,311.06 655.63 1,597.15 948.43 8.04 -0.85 0.138 84.00 -5.98 -4.31 0.00 -121.79 0.00 121.79 1,311.06 655.53 1,597.15 948.43 8.22 -0.86 0.133 87.00 -5.66 -4.30 0.00 -108.85 0.00 108.85 1,311.06 666.53 1,597.15 948.43 8.76 -0.88 0.119 90.00 -5.34 -4.27 0.00 -95.94 0.00 95.94 1,31l.06 655.53 1,597.15 948.43 9.32 -0.90 0.105 93.00 5.13 -4.24 0.00 -83.12 0.00 83.12 1,311.06 665.63 1,597.16 948.43 9.90 -0.92 0.092 95.00 -4.34 -4.09 0.00 -74.64 0.00 74.64 1,311.06 655.53 1,597.15 948.43 10.29 -0.94 0.082 96.00 -4.24 -4.07 0.00 -70.55 0.00 70.55 1,311.06 655.53 1,597.15 948.43 10.49 -0.94 0.078 97.00 -3.70 -3.93 0.00 -66.48 0.00 66.48 1,311.06 656.53 1,697.16 948.43 10.68 -0.96 0.073 99.00 -3.60 -3.89 0.00 -58.62 0.00 58.62 1,311.06 655.53 1,597.15 948.43 11.08 -0.96 0.065 100.00 -3.47 -3.84 0.00 -54.73 0.00 54.73 1,311.06 666.53 1,597.16 948.43 11.28 -0.96 0.060 100.00 -3.47 -3.84 0.00 -54.73 0.00 54.73 662.26 331.13 648.15 396.94 11.28 -0.96 0.143 102.00 -3.28 -3.75 0.00 -47.04 0.00 47.04 662.26 331.13 648.16 396.94 11.69 -0.97 0.124 106.00 -3.09 -3.63 0.00 -35.79 0.00 35.79 662.26 331.13 648.15 396.94 12.31 -0.99 0.095 108.00 -3.03 -3.68 0.00 -24.92 0.00 24.92 662.26 331A3 648.16 396.94 12.94 -1.01 0.067 109.00 -2.54 -3.18 0.00 -21.34 0.00 21.34 662.26 331.13 648.15 396.94 13.16 -1.02 0.058 Page: 35 Site Number: 91531 Code: ANSI/TIA-222-G ®2007-2019byATC/PLLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 10/21/2019 5:04:21 PM Customer: AT&T MOBILITY 111.00 -2.48 -3.12 0.00 -14.97 0.00 14.97 662.26 331.13 648.16 396.94 13.68 -1.03 0.042 112.00 -2.21 -2.85 0.00 -11.85 0.00 11.85 662.26 331.13 648.15 396.94 13.80 -1.03 0.033 114.00 -1.72 -2.30 0.00 -6.15 0.00 6.15 662.26 331.13 648.15 396.94 14.23 -1.03 0.018 116.00 -0.87 A.26 0.00 -3.85 0.00 3.85 662.26 331.13 648.15 396.94 14.44 -1.04 0.011 117.00 -0.81 -1.19 0.00 -1.33 0.00 1.33 662.26 331.13 648.15 396.94 14.88 -1.04 0.005 118.00 -0.05 -0.07 0.00 -0.15 0.00 0.16 662.26 331.13 648.15 396.94 16.10 -1.04 0.000 120.00 0.00 -0.07 0.00 0.00 0.00 0.00 662.26 331 A 3 648.15 396.94 15.53 -1.04 0.000 Page: 36 Site Number: 91531 Code: ANSIITIA-222-G ®2007-2019byATC/PLLC. All rights reserved. Site Name: 34301 9TH AVENUE SOUTH, WA Engineering Number:OAA753411 C3_01 Customer: AT&T MOBILITY Analysis Summa 10/21/2019 5:04:21 PM Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) kies) (ft-ki s ft-kI s ft-kl s ft Ratio 1.21D + 1.6W 13.08 0.00 31.81 0.00 0.00 1137.62 0.00 0.65 0.913 + 1.6W 13.07 0.00 23.86 0.00 0.00 1128.72 0.00 0.64 1.21D + 1.ODI + 1.OWI 1.52 0.00 34.80 0.00 0.00 122.46 0.00 0.09 (1.2 + 0.2Sds) * DL + E ELFM 6.23 0.00 35.65 0.00 0.00 484.79 0.00 0.29 (1.2 + 0.2Sds) * DL + E EMAM 5.53 0.00 35.66 0.00 0.00 632.66 0.00 0.32 (0.9 - 0.2Sds) * DL + E ELFM 5.22 0.00 18.93 0.00 0.00 477.09 0.00 0.28 (0.9 - 0.2Sds) * DL + E EMAM 5.52 0.00 18.93 0.00 0.00 623.72 0.00 0.30 1.013 + COW 3.64 0.00 26.52 0.00 0.00 316.25 0.00 0.19 Page: 37 Site Name: 343019th Av South, WA Site Number: 91531 Tower Type: MP Design Base Loads Factored - Ana! is perTIA-222-Gstandards 7 Parameters Foundation Analysis Analyze or Design a Foundation? Analyze - Foundation Mapped: N W Moment(M): 1,141.0 k-ft -� Shear/Leg (V): 13.0 k I Axial Load (P): 31.6 k Uplift/Leg (U): 0.0 k Diameter of Caisson (d): 6.5 ft I Caisson Embedment (L-h): 20 ft Caisson Height Above Ground (h): 0.5 ft Depth Below Ground Surface to Water Table (w): 99 ft Unit Weight of Concrete: 150 pcf Unit Weight of Water: 62.4 pcf Tension/Compression Skin Friction Factor: 1 Pullout Angle: 20Top ' Depth (ft) �'S.O Cu (1) Ultimate Skin Ultimate Bearing ' Bottorn (PO (Psf) 0 2 105 • 0 0 0 0 2 5 125 0 33 476 0 5 10 121 0 33 950 0 10 15 129 0 39 1,475 0 15 21 124 0 35 1,943 34,015 Soil Strength Capacities Required Embedment: 14.7 ft Volume of Concrete: 680.3 ft3 Shear (k) / Moment (k-ft) Buoyant Weight of Concrete: 102.0 k -500 0 500 1000 1500 Average Soil Unit Weight: 122.8 pcf 0 Skin Friction Resistance: 475.1 k t I Compressive Bearing Resistance: 1128.7 k - _ j_______r_ ____ 5 Pullout Weight (Minus Concrete Weight): 318.7 k ' •, Nominal Uplift Capacity per Leg %T,): 239.0 k Nominal Compressive Capacity per Leg *PJ: 1202.9 k ----------�-- - --"" - 10 Tu: 0.0 k I { I I TATm Orb • Pass -- ----• i -15 pu; 53.3 k I I Pu/OsPn. 4% Pass Total Lateral Resistance: 1517.1 k ; ------ ------i - ---; ----" 20 Inflection Point (Below Ground Surface): 14.2 ft Moment At Inflection Point (MD): 1331.7 k-ft I----------------6------- L------- 1 -25 Nominal Moment Capacity (OsMn): 4091.0 k-ft Moment Shear k: 0.75 - M D/W.: Z cu 0 CapacitiesCaisson Strength Concrete Compressive Strength (f' ): 3,000 psi Vertical Steel Rebar Size #: 9 - Vertical Steel Rebar Area: 1.00 in' # of Vertical Steel Rebars: 26 - Vertical Steel Rebar Yield Strength (Fy): 60 ksi Horizontal Tie / Stirrup Size #: 5 - Horizontal Tie / Stirrup Area: 0.31 in Design Horizontal Tie / Stirrup Spacing: 9 in Horizontal Tie / Stirrup Steel Yield Strength (Fy): 60 ksi Rebar Cage Diameter: 70.0 In Strength Bending/Tension Reduction Factor(Q: 0.9 AC1318-05 - 9.3.2.1 Strength Shear Reduction Factor (�v): 0.85 - A C1318-05 - 9.3.2.3 Strength Compression Reduction Factor (Ov): 0.65 AC1318-05-9.3.2.2 Wind Design Factor: 1 AC1318-05-9,2.1 Steel Elastic Modulus: 29000 ksi Design Moment (Mu): 1149.3 k-ft Nominal Moment Capacity %Mj: 4006.0 k-ft A0318-005 - 10.2 Mu/OBMn: 29% Pass Design Shear (Vu): 148.1 k Nominal Shear Capacity (OvVn): 446.4 k AC1318-05 - 11.3.1.1 or11.5.72 Vu/OvVn. 33% Pass Design Tension (Tu): 0.0 k Nominal Tension Capacity (OTTO: 1404.0 k AC1318-05 - 10.2 Tjojr,: O*A Pass Design Compression (Pu): 53.3 k Nominal Compression Capacity(OpPn): 7112.8 k AC1318-05 - 10.3.6.2 FAA: 1% Pass Bending Reinforcement Ratio: 0.005 - M /OeMn + TJOTTn: 29% Pass AC1318-05-10.8.4 & 10.9.1 0 Nominal and Factored Moment Capacity and Factored Design Loads 2000 4000 6000 8000 10000 12000 14000 -- I- ..T - 16000 I I I I i I I I I _ I I ... --_I I E I R• I I I r I � •�� I I ---------- I---------� ^,-----i_ Y _J____ _ -- ---i- I I I I % I -^-----'- -- -- ------�-- ------- - ----- J I I I I I I 0 1 -�-�----------------r---------li -- __�^ ------- I- ------_ - I I do ♦ do n I I i I I I I 1 I I I I I I j I I I I I I I I I I I Moment (k-ft) 14000 12000 Pu & Mu 10000 8000 M Tu & Mu 6000 Factored Envelope 4000 2000 . . . Nominal Envelope 0 ' -2000 -4000 91531-343019th Av South, WA (AN51/TIA-222-G) 3:42 PM 10121/2019 AM�RICAN TOWER' DimensionsPole Shape Round - Moment, Mu 1141.0 k-ft Diameter 42 in Axial, Pu 31.6 k Thickness 0.375 in Shear, Vu 13.0 k orientation Offset 0 NeutralAxls 230 ° Base :Shape Plate Round IDiameter, 0 S3 in 'Thickness 2 in Grade A36 Yield Strength, Fy 36 ksi Tensile Strength, Fu 58 ksi Clip N/A In Orientation Offset 0 ° Anchor Rod Deta(I c n=0.55 Clear Distance N/A in Applied Moment, Mu 107.5 k Bending Stress, 4)Mn 426.8 k Original Anchor Rods Arrangement Radial Quantity 18 Diameter,o 11/2 in Bolt Circle 47 in Grade Other 'Yield Strength, Fy 109 ksl 'Tensile Strength, Fu 125 ksi 'Spacing 8.2 in Orientation Offset 0 ° Applied Force, Pu 68.B k AnchorRods,-�Pn 140.5 k Campanent Capltc ResuPo Base plate 25% pas-, Anchor Rods 49V 'ass DwyIdag X:\0-9\343019th AVSouth, WA (91531)\Structural Info\Monopole.Base-Plate-and-Anchor-Rod.v2.0 Checked By: 9/18/2019 Calculations for Monopole Base Plate & Anchor Rod AnalYs! Reaction Dlstdbutlon Reaction Base Forces Anchor Rod Forces Additional Bolt (Grpl) Forces Additional Bolt (Grp2) Forces Dywidag Forces Stiffener Forces Shear Vu k 13,0 13.0 Geometrk Pro pertles Moment Gross Individual Threads Moment Mu Factor Section Area Net Area Inertia per Inch of Inertia k-ft - In Ynin' # 1141.0 1.00 Pole 49.0377 0.1362 0.0064 10622.89 1141.0 1.00 Bolt 1.7671 1.4053 0.1571 6 6512.66 Boltl Bolt2 Dywidag Stiffener Base Plate Shape Round Anchor Rods Anchor Rod Quantity, N 18 Diameter, D 53 in Rod Diameter, d 1.5 in Thickness, t 2 in Bolt Circle, BC 47 in Yield Strength, Fy 36 ksi Yleld Strength, Fy 109 ksi Tensile Strength, Fu 58 ksi Tenslie Strength, Fu 125 ksi Base Plate Chord 32.326 in Applied Axial, Pu 68.8 k Detail Type c - Applied Shear, Vu 0.2 k Detail Factor 0.55 - Compressive Capacity, 4)Pn 140.5 k Clear Distance N/A - Tensile Capacity, �bRnt 0.489 OK Interaction Capacity 0.492 OK External Base Plate Chord Length AA 24.321 in Additional AA 4.000 in Section Modulus, Z 28,321 in3 Applied Moment, Mu 132.6 k-ft Bending Capacity, (�Mn 917.6 k-ft Capacity, Mu/4)Mn 0,145 OK Chord Length AB 24.321 in Additional AB 4.000 in Section Modulus, Z 28.321 Ina Applied Moment, Mu 132.6 k-ft Bending Capacity, i�Mn 917.6 k-ft Capacity, Mu/�Mn 0.145 OK Bend Line Length 13.173 in Additional Bend Line 0.000 in Section Modulus, Z 13.173 in Applied Moment, Mu 107.5 k-ft Bending Capacity, c�Mn 426.8 k-ft Capacity, Mu/(�Mn 0.252 OK Internal Base Plate Arc Length 0.000 in Section Modulus, Z 0.000 In Moment Arm 0.000 in Applied Moment, Mu 0.0 k-ft Bending Capacity, cpMn 0.0 k-ft Capacity, Mu/(�Mn Plate Type Pole Diameter Pole Thickness Plate Diameter Plate Thickness Plate Fy Weld Length f, Resistance Applied Bolt Circle (R)adial / (S)quare Diameter Hole Diameter Type Fy Fu f, Resistance Applied 0 a m Flange @ 40 j! Code Rev. 6 Date 10/21/2019 36 in Engineer SA 0.375 in site # 91531 53 in Moment 645.4 k-ft Carrier AT&T Mobility 2 In Axial 21.6 k 36 ksi 0.3125 in Required Flange Thickness: 229.02 k-in 1.74 in CK 174.27 Wn 26 47 in R 1.5 in 1.625 in A325 92 ksi 120 ksi 126.47 k 39.83 k • 0 Plate Stress Ratio: c,ne�; Bolt Stress Ratio: • --0-1 • Plate Type Flange @soft Code Rev. G Date 10/21/2019 Pole Diameter 30 in Engineer SA Pole Thickness 0.375 In Site # 91531 Plate Diameter 47 in Moment 216.8 k-ft Carrier AT&T Mobility Plate Thickness 2 In Axial 12.6 k Plate Fy 36 ksi Weld Length 0.3125 in Required Flange Thickness: i; Resistance 190.85 k-in 1.18 in OK Applied 65.93 k-in # # 16 Bolt Circle 41 in (R)adlal / (S)quare R Diameter 1.5 in Hole Diameter 1.625 in Type A325 Fy 92 ksi Fu 120 ksi f, Resistance 126.47 k Applied 15.07 k # s Plate Stress Ratio: 3TYi +n. Bolt Stress Ratio: L.. .. s Plate Type Flange LID 100 ft Code Rev. Q Date 10/21/2019 Pole Diameter 24 in Engineer SA Pole Thickness 0.25 in Site # 91531 Plate Diameter 41 in Moment 73.8 k-ft Carrier AT&T Mobility Plate Thickness 2 in Axial 5.8k Plate Fy 36 ksi Weld Length 0.3125 in Required Flange Thickness: f, Resistance 152.6s k-in 0.83 in OK Applied 26.09 k-In # # 16 Bolt Circle 35 in (R)adial / (S)quare R Diameter 1.5 In Hole Diameter 1.625 in Type A325 Fy 92 ksi Fu 120 ksi f. Resistance 126A7 k Applied 5.96 k Plate Stress Ratio: Bolt Stress Ratio: BILE William Goldinq From: William Golding Sent• Thursday, November 21, 2019 9:11 AM To: 'Ralph.Paulozzo@coreoneconsultants.com' Subject: Approved Eligible Facilities Request Attachments: Approved Site Plan.pdf; Development Plans.pdf; Eligible Facilities Request.pdf Good morning Mr. Paulozzo, Attached please find the approved Eligible Facilities Request (file # 19-105433-00-AD) and associated site plans for Core One Consultants on behalf of AT&T proposed modification to an unoccupied telecommunications facility, site number WA6415 (Tammy Lane) located at 34301 9"' Ave. S., Federal Way, WA 98003 (parcel # 202104-9157). The original request to remove and replace (3) RRH's at the antenna level on an existing monopole, install (1) ABIL card & (1) ASIK card in existing Purcell equipment cabinet, (2) cordex rectifiers in existing PDU cabinet, (2) DC converters & (3) 25A breakers in existing TE43 equipment cabinet on equipment location on grade with signature/enclosures is attached to this email and will also be mailed to you. Prior to any site work, an electrical permit is required from the City's Building Division. An electrical permit can be applied for online or over the counter. Please contact the Permit Center at 253-835-2607 or ermitcenter ci offederalwa .cam if you have questions regarding electrical permits. All the best, Will Golding Planning Intern Federal Way 33325 8t' Avenue South Federal Way, WA 98003-6325 Phone: 253/835-2622 www.ci offederalwa .coin W J un W J Um PROJECT DESCRIPTION AT&T PROPOSES TO MODIFY AN EXISTING UNOCCUPIED TELECOMMUNICATIONS FACILITY WITH THE REMOVAL AND REPLACEMENT OF (3) RRH'S AT THE ANTENNA LEVEL ON AN EXISTING MONOPOLE. INSTALL (1) ABIL CARD & (1) ASIK CARD IN EXISTING PURCELL EQUIPMENT CABINET, (2) CORDEX RECTIFIERS IN EXISTING PDU CABINET, (2) DC CONVERTERS & (3) 25A BREAKERS IN EXISTING TE43 EQUIPMENT CABINET ON EQUIPMENT LOCATION ON GRADE. PROJECT INFORMATION SITE ADDRESS 34301 9TH AVENUE SOUTH ZONING DISTRICT: OFFICE PARK FEDERAL WAY, WA 980D3 EXISTING USE: UNMANNED TELECOMMUNICATIONS FACILITY LATITUDE: 47' 17' 50.16" N PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY LONGITUDE: 122' 19' 36.48" W OCCUPANCY: U JURISDICTION: CITY OF FEDERAL WAY A.P.N. 202104-9157 RF DATA SHEET DATE ISSUED: 07/11/2019 VERSION: 2.00 DRAWING INDEX REV T-1 TITLE SHEET 0 GN-1 GENERAL NOTES 1 0 GN-2 GENERAL NOTES II 0 C-1 SITE PLAN 0 C-2 COMPOUND LAYOUT 0 C-3 EXISTING EQUIPMENT LAYOUT 0 C-4 PROPOSED EQUIPMENT LAYOUT 0 C-5 EXISTING NORTH TOWER ELEVATION 0 C-6 PROPOSED NORTH TOWER ELEVATION 0 RF-1 EXISTING ANTENNA CONFIGURATIONS 0 RF-2 PROPOSED ANTENNA CONFIGURATIONS 0 RF-3 RF & EQUIPMENT DETAILS 0 G-1 GROUNDING NOTES 0 G-2 SCHEMATIC GROUNDING PLAN 0 G-3 GROUNDING DETAILS 0 LEGAL DESCRIPTION POR OF N 1/2 DAF: BEG CENTER OF SEC; TH N 01-16-46 E ALG N—S C/L 360.82 FT TH N 88-46-14 W 330 FT TH S 01-16-46 W 179.36 FT TO N LN OF S 161.5 FT OF SD N 1/2 TH N 88-46-40 W 220 FT TH S 0 —16-46 W 181.5 FT TO E/W 1/4 LN SO SEC; TH N SB-46-40 W 521.96 FT TO A PT S 88-46-40 E 1544.35 FT FIR W 1/4 COR SO SEC TH N 01-16-59.E 712,14 FT TH N 53-40-00 W 543.83 FT TH N 36 -20-00 E 310 FT: TH ON CURVE TO LEFT RAO $250 FT THROUGH C/A 18-47-35 ARC DIST OF 410 --T TH S 72-27-35 E 789,85 FT TH S 35-00-00 E 13kM FT TO S LN OF NE 1/4 OF NW 1/4 7H ON SA S LN & 5 LN OF NW 1/4 OF NE t/4 S 88-45-47 E 795.73 FT TAP ON 1130 FT RAD CURVE WHOSE CENTER PT BEARS S 84-52-30 E TH SLY AL3 SO CURVE THROUGH C/A 09-57-30 ARC DIST OF 196.40 FT TH S O4-50-00 E 460 FT TAP OF 81C FT RADIUS CURVE TO RGT TH ON SO CURVE THROUGH C/A 30-00-00 ARC DIST OF 424.12 FT TH S 25-10-00 W 271.12 FT TO E/W C/L SO SEC TH ALG SD LN N 88-46-40 'W 348.36 FT TO CENTER SO SEC & POE SITE PROJECT PARTICIPANTS NAM COMPANY 3 A/E LEE CAMPBELL CORE ONE CONSULTING USA 776-805-2166 SAC RONNIE HYDE CORE ONE CONSULTING USA 206-549-3849 RF ANNE LE AT&T WIRELESS 425-614-5641 LANDLORD PACIFIC SCIENCE CENTER PACIFIC SCIENCE CENTER TBD SAC MANAGER HANNAN RUTKOSKY MASTEC NETWORK SOLUTIONS 253-579-3503 A&E MANAGER DANIEL KELLY MASTEC NETWORK SOLUTIONS 253-579-3503 CM MIKE SUTHERBY• MASTEC NETWORK SOLUTIONS 253-579-3503 PROJECT SCOPE: LTE 5G FA#: 10013465 PTN#: 3B01 AOPB 1 D PACE NUMBER: MRWOR040BSB SITE NUMBER: WA6415 SITE NAME: TAMMY LANE at&t ADDRESS: 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 9B003 CONSTRUCTION DRAWINGS VICINITY MAP DIRECTIONS: DEPART SEATTLE TACOMA INTERNATIONAL AIRPORT. HEAD SOUTH—EAST ON AIRPORT EXPRESSWAY TOWARDS DEPARTURES OR, KEEP LEFT TO CONTINUE TOWARDS ARRIVALS DR, CONTINUE ONTO ARRIVALS DR, SLIGHT RIGHT TO STAY ON ARRIVALS DR. TURN RIGHT ONTO INTERNATIONAL BLVD/PACIFIC HWY S. TURN LEFT ONTO S 200TH ST, USE THE MIDDLE LANE TO TAKE THE SUP ROAD ONTO 1-5 S, MERGE ONTO 1-5 S. USE THE RIGHT 2 LANES TO TAKE EXIT 143 TO MERGE ONTO S 320TH ST TOWARDS FEDERAL WAY, MERGE ONTO S 320TH ST PASS BY STARBUCKS (ON THE RIGHT IN 0.3 MI), USE THE LEFT 2 LANES TO TURN LEFT ONTO PACIFIC HWY 5, TURN RIGHT 0N"0 S 336TH ST, TURN LEFT ONTO 8TH AVE S. 6TH AVE S TURNS SLIGHTLY RIGHT AND BECOMES S 338TH ST— TAMMY LANE (ON THE LEFT). I (f SITE ti SCALING DRAWINGS SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. DIG INFORMATION 811 UULC: UTILITIES UNDERGROUND LOCATION CENTER -r 1� 1-800-424-5555 OR 811 VW M.GALLBEFOREYOUDIG.ORGANASHINGTON Know what's below. 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION Coll before you dig I BUILDING CODES AND STANDARDS I SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN_ BUILDING CODE: [INTERNATIONAL BUILDING CODE (IBC), 2015 AS ADOPTED BY THE LOCAL JURISDICTION] ELECTRICAL CODE: [NATIONAL FIRE PROTECTION O ECTION JURI SDICTION] IATIO(NFPA) 70 — 2017, NATIONAL ELECTRICAL CODE, AS FI LIGHTNING PROTECTION CODE: [NFPA 780 — 2002. LIGHTNING PROTECTION CODE] SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, FOURTEENTH EDITION ANSI/TIA 222. STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS, TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION FOR ANY CONFLICTS BETWEEN SECITQNS OF LISTED CODES AND STANDMS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REOLIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REOLIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. APPROVAL / SIGN OFF OF CONSTRUCTION DRAWINGS DATE SIGNATURE CONSTRUCTION COORDINATOR CONSTRUCTION MANAGER RF ENGINEER RF ENGINEER MANAGER PROJECT MANAGER AT&T SIGN OFF �I 1\ LANDLORD'S REPRESENTATIVE {y�►� I I REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINLCOMMU NOTE AS DRAWINGS ARE BEING REVIEWED �6 at&t AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 .:•M asTec Network Solutions 22263 681h AVE S KENT. WA 98032 a COREgNE 506 SECOND AVE, SUITE 1553 SEATTLE, WA 96104 PROJECT NO: 1915U060 DRAWN SY: W.T CHECKED SY: L.C. SUBMITTALS A I AU.^. 1 /19 1 ISSUED FOR REVIEW I wi Tre e�D.x w.g [[N 'FLti Ic+.T "_AT >„eeEx.+t�1[g a wawa'renr e� w.*wf: RYf J9Em-ATE Ra9.t"L° Lx'1T?1AFnI iA1 STRln y¢ HITp TFk m�AFr�+NJ�16 STFVI�TLY PPAHIERED A E SEAL f �7 • R rt M ■ K � f} S TE TAMMY LANE WAB41 5 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 9B003 A*: 1001 3465 SF£ TITLE 12 2W SHEET See Ne-X+ Paje eo-r AKco,14 stump ,GENEI;AL NOTES: 1 THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS, OMISSIONS. OR INCONSISTENCIES AS THEY RAY BE DISCOMIED IN PLAINS. DOCUMENTS, NOTES, OR SPECIFCATONS PRIOR M STARTING CONSTRUCTION INCLUDING, RUT NOT UMTTf_f W. DEMOUTION, INC .CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ETMR. OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION W4104 HAS NOT BEEN BROUGHT TO THE ATTENTION OF TOWER NETWORK CARRIER CONSTRUCTON PRD.JECT MANAGER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY TOWER NEI II CARRIER CONSTRUCTION PROJECT MANAGER. 2, PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT, CONTRACTORS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR itAVING BEEN AWARDED THIS PROUEOT SHALL. MSIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DD.CUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 3. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK, 4. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR OIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOH, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL- 5- THE ARCHITECTS/ENGTNEERS RAVE MADE EVM EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE OPAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROIA COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS, THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. N THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 6. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE. TOWER NETWORK CARRIER IS NOT RESPONSIBLE FOi ANY ERRORS RMI.TING FROM THIS PRACTICE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS. 7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION- B. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS, 10. THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND TOWER NETWORK CARRIER PROOF OF LICENSE(S) AND PE & PD INSURANCE. 11, THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 13. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS Of ANY PUBLIC AUTHORTY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL_ AND STATE JURISOGTIONAL CORES D3ARING ON THE PERFORMANCE OF THE WORK. 14. GENERAL CONTRACTOR SHALL PROVIDE. AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARAcATIOHS FOR USE BY ALL PERSONNEL INV04VEO WITH THE PROJECT. THIS SET IS A VALID COHTFACT DOCUMENT ONLY 1F THE TITLE SHEET IS STAMPED "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S SIGNED WET STAMP, 15. A COPY OF GOVERNING AGENCY APPROVED PLANS SHALL BE KEPT IN A PLACE SPECWIEO BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE FOR INSPECTION AT ALL TRIES. THE PLANS ARE NOT. TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SKILL REFLECT THE SAYE INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE. CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS. IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF TH: SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL REVISIONS, ADDENDA, AND/OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF THE AS -BUILT DRAWING RECORDS. 16. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 19. THE CONTRACTOR HAS THE RESPONSIBI3,TY OF LOCMIHG ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THE PLAINS. AND TO PROTECT THEM PROM DAMAGE. THE CONTRACTOR. OR SUBCONTRACTOR AS SPECIFIED IN THE AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR. SHALL BEAR THE EXPENSES OF REPAIR ANO/OR REPLACEIAENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCT[ON WITH THE EXECUTION OF THE WORK. 20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND SHALL NOT LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL. 21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O,S.) UNLESS NOTED OTHERWISE (U.N.O.). 22. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: A. PROPERTY NOTED TO BE RETURNED TO THE OWNER, B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. 23. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION, 24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE TEMPORARY SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 25. PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. AL'_ ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE. 26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 27. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. 28, CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-AIOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 29. THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY CODES AND TITLE-24 ENERGY CONSERVATION REQUIREMENTS. (TITLE-24 WHEN APPLICABLE) 30. ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FIR 1428, CFR PART 1201) AND LOCAL SECURITY REQUIREMENTS. 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 33. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 34. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND/OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO ENSURE A PROPER AND COMPLETE JOB. 35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING COMMONS WITH THOSE SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION, TOWER NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, OUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANCARDS AND/OR REVISIONS AVAAABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 38. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO 00 SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE 39. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE, 40. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY THE WORK OF OTHER TRADES, 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK, 42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, AND/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 43. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-424-5555. 44. CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 45.CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO PLACEMENT OF MONOPOLE FOOTING AND OTHER STRUCTURES TO BE PLACED IN GROUND. SEE GENERAL NOTE #6 ON THIS SHEET. 46. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 47, CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION SET. 48. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDUNED SET TO TOWER NETWORK CARRIER UPON COMPLETION. 49. WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 50. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT. MUST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER. 51. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR„ AND/OR IMPROPER MATERIALS, DAMAGED GOODS, AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 54 THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 53. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE, CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID COCUMENT. 54. THE ARCHITECT/ENGINEER IN CHARGE SHALL SIGN AND SEAL ALL DRAWINGS AND/OR SPECIFICATICNS, 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY TOWER NETWORK CARRIER COMMUNICATIONS. 57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS (#40 PVC) PER S.C.E. WORKORDER, BACKFILL WITH CLEAN SAND AND COMPACT TO THE SATLSFACIION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE, ETC.) 58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. 59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. 61. IN THE CASE OF RDCFTCP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE TYE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF :ROOM INTEGRITY. 62. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN AVxPI$IRANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES. AND COLORS, THE CONTRACTOR SHALL PURTHERMOft ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS MCATEO IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION, 63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBwraNO OLD) WITH CONSULTING CONSTRUCTION. COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITKIK THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET' - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REPAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS INHERE ANCHORING OCCURS 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL), PANDUIT PRODUCT DISTRIBUTED BY TRIARC. 65. ALL WORK TO BE DONE BETWEEN HOURS OF 8:00 AM AND 5:00 PM. EXCLUDING HOLIDAYS SPECIAL. NOTES: 1. PLANS PART.OF THIS SET ARE COMPLEMENTARY. iNFORMATION IS NOT LIMITED TO ON£ PLAN. DRAWINGS AND SPEOFICATi0N5 ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY ARE NOT TO BE USED BY THE. OWNER ON OTHER PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT, TH_SE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPUCABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OP. CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES 2_ IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLAINS. THEN IT IS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK, IN ADOITION THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM ME BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. ME CONTRACTOR AND SUB -CONTRACTORS SHA_L BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK, 3. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB -CONTRACTOR, ANO/OR SUPPUER/MMUFACPURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION, IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECLFICATIQNS TD PROVIDE A COMPLETE, ADEQUATE AND SAFE WORKING CONDITION. THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN ThE DRAWINGS, FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I.E. ELECTRICAL VARE), STRONGER OR LARGER PnNG. INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED SPACING, ANO/OR INCREASED LENGTH I.E. BOLT LENGTHS, BAR LENGTHS) THEN IT SMALL BE DEEMED AHO UNDERSTOOD TO BE INCLUDED IN THE BID/PROPOSAL. THESE DOCUMENTS ARE MEANT AS A GVIDE AND ALL ITEMS REASONABLY NFERiEO SHALL BE DEEMED TO BE 1NCLU0E0. 4. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. APPROVED PLANNING City of Federal Way Dept. of Community Development Permit # 1- t 014 3 3 O -Ab By ' 6.01L.Da Date 11 Sao/M e�a+L�4 t ` AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 •.M asTec Network Solutions 22263 68Lh AVE S KENT, WA 98032 M OOREONE C ON:S U L_T IIN 506 SECOND AVE, SUITE 1533 SEATTLE. WA 98104 PROJECT NO: 1915U060 OFAVVN BY: W.T CHECKED BY: LC. SUBMITTALS G HCY 516/19 xcice FOR CONSTRUCTION AF R >rtl� O1f19 RE\R5til PEA COMMENTS JM TTE I MENT ATION CCMYTAINEO IN TF99.-ET OF ANY IJ ENTS IS PROPRIETARY R NATURE ANVUSEOATIEE OSCLIENT TNAME THAT MALIGN RELATES IT THE CLIENT MAIMED IS 57RI^TLY PFOHIBfTEO AGE SEAL EI TAMMY LANE WAB41 Ei 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 9B003 FA*: 1001 34BB SHEETTRLE GENERAL NOTES SHEET NUMBER GN-1 ABBREV ROOF TOP SAFETY BUILDING NOTES: I DESIGN CRITERIA: 1 THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE I. VERIFICATION THAT THE EXISTING BUILDING ROOF CAN SUPPORT THE +TED nI1A PROCEDURES (WHEN APPLICABLE): INTERNATIONAL BUILDING CODE 2015 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2015 SEATTLE BUILDING CODE) 2_ DESIGN LOADS: SEE STRUCTURAL CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE 2015 IBC. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS.. TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM CEMENT (f'c) RATIO OWWNT PERCCUK YARD A. STRUCTURAL SLABS AND 4.000 PSI 5 .45 6 Ys SACKS CONCRETE PIERS B. ALL STRUCTURAL CONCRETE 4,C00 PSI e-.45 6 h SACKS EXCEPT WALLS C. CONCRETE WALLS 4,000 PSI 5.45 6 h SACKS D. SLABS ON GRADE/TOPPING SLABS 2,`_00 PSI 5.45 6 Ys SACKS (FOR EQUIPMENT CABINET) CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR —ENTRAINED WITH AN AIR —ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE 2015 IBC. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AW.S. D14 ARE SUBMITTED. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315 AND 31& LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0", PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. B. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy=60,000 PSI. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT, 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: — FOOTINGS AND OTHER UNFORMED 3' SURFACES, EARTH FACE — FORMED SURFACES EXPOSED (#6 BARS OR LARGER) 2" TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1 1/2" — SLABS AND WALLS (INTERIOR FACE) 3/4' 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DODIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307, 13. NON —SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS. 2, PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES .ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. SAFETY PROGRAM: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND DOCUMENTING THEIR OWN SAFETY TRAINING PROGRAM. (AS PER "ACCIDENT PREVENTION PROGRAM" — BY PERMISSION OF WREN CONSTRUCTION, INC. — 03/01/99) FALL PROTECTION METHODS AND EQUIPMENT ROOF TOP INSTALLATIONS 1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTION SUPERVISOR SFALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. 2. SAFETY MONITOR SHALL WARN CONSTRUCTON WORKERS OF HAZARDS (I.E., BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. 4 SAFETY LINE SHALL BE MINIMUM X" DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF 5400 LEIS. 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE 6, SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ROOF, BUT NOT BEYOND. 7, SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCLUDING: INSPECTION OF CONSTRUCTION AREA FOR HAZARDS USE OF AN INSPECTION CHECKLIST INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS REPORTING AND DOCUMENTING ANY HAZARDS REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER ERECTORS 2C00 PUBLICATION REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS 29 CFR 1926.500 — SCOPE, APPLICATION, AND DEFINITIONS 29 CFR 1926.501 — DUTY TO HAVE FALL PROTECTION 19 CFR 1926.502 — FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES SPECIAL INSPECTIONS REQUIRED: SOILS COMPUANCE PRIOR TO FOUNDATION INSPECTION CONCRETE OVER 4000 PSI (EY SACK M:X) AT 28 DAYS CONCRETE PLACEMENT AT SLAB ON GRADE WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF REINFORCEMENTS AT SLAB ON GRADE FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY THE GEOTECHNICAL ENGINEER OF RECORD ❑ VERIFICATIONS OF MILL REPORT IDENTIFICATION OF STEEL AND AT JOB SITE ❑ ADHESIVE BOLTS IN CONCRETE OR MASONRY ❑ ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE ❑ HIGH STRENGTH BOLTING SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL. ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL ❑ SPRAYED —ON— FIREPROOFING ❑ STRUCTURAL MASONRY ❑ PRESTRESSED CONCRETE ❑ ALL FIELD WELDING ❑ REINFORCING PLACEMENT ❑ DESIGNER SPECIFIED (SEE SHEET#—) ❑ OTHER at&t AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND. WA 98052 •: M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 a COREONE CONS U:_T1 ULNA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT N4 I -777BD DRAWN BY: VV CHECKED BY: L.C. SUBMITTALS I A 1 AU: IV111 1 ISMb FOR R4N" Iw1 —INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BYNAMJRE ANY L6E OR DISCLOS9 E OTHER THNV THAT WHICH REATES TO TFE CLIENT NAMED 15 STRI:: lY PPOHIBTTED. ASE SEAL ►gyp r r R " ti6o56 y 4 + SITE TAMMY LANE WA6415 34301 JTH AVENUE SOUTH FEDERAL WAY, WA 98003 FA #: 1001 3465 SHEET TTTLE GENERAL NOTES II E` - ""` GN-2 TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED / 1r AILI - r 1 Z' /co/ PROPERTY LINE IjIIj ASPHULr PARKING LOT7 I O 0 9 PROPERTY LINE I _ I PROPERTY LINE iN\ SITE PLAN NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY CLS GROUP DATED 11/19/18. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER LEGAL DESCRIPTION { POR OF N 1/2 DAF: BEG CENTER OF SEC; TH N 01-16-46 E ALG N-S C/L 360-82 FT TH N 88-46-14 W 330 FT TH S 01-16-46 W 179.36 FT TO N LN OF S 181.5 FT OF SO N 1/2 TH N 68-46-40 W 220 FT -H S 01-16-46 W 181.5 F7 TO E/W 1/4 LN SD SEC; TH N 88-46-40 W 52t"96 FT TO A AT S 88-46-40 E IS44.35 FT FR W 1/4 COR SO SEC TH N 01-10-59 E 712.14 FT TH N 53--40-OD W 543.89 FT TH N 36-20-00 E 310 FT; TH ON CURVE TO LEFT RAO 1250 FT THROUGH C/A 18-47-35 ARC DIST OF 410 FT TH S 72-27-35 E 789.85 FT TH S 35-00-00 E 134.66 FT TO S LN OF NE 1/4 OF NW 1/4 TH ON SO S LN & S LN OF NW 1/4 OF NE 1/4 S 88-45-47 E 795.73 FT TAP ON 1130 FT RAD CURVE WHOSE CENTER PT BEARS S 84-52-30 E TH SLY ALG SO CURVE THROUGH C/A 09-57-30 ARC DIST OF 196-40 Fr TH S.04-5D-OO E 460 FT TAP OF 810 FT RADIUS CURVE TO RGT TN DN SD CURVE THROUGH C/A 30-00-00 ARC OIST OF 424.12 FT TH S 25-10-00 W 271.12 FT TO E/W C/L SO SEC TH ALG SD LIT N 88-46-40 W 348.36 FT TO CENTER SO SEC & POB EXISTING BUILDING, TYP. }1 ..... - Bu1LDw�� f j II �I f. �ARO�AfRTY LINE '••/ _ - �w _ 1' 'I *§ L &t AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 :+M asTec Network Solutions 22263 68th AVE S KENT. WA 98032 IN COREONE C'ONSU_ I II\G USA, 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT NO: 1915U060 CRAWN BY: VV.T CHECKED BY: L.0 SUBMITTALS 6 1 NovO■/[3 ISSUED FDR CO>511NCfIDN AF 8 Nov 07/IP REVISED PER COMMENTS JN A AUi If/19 Lt41E0 FOR Ai11CN WT THE INF IFMATION CONTAINED IN T1-Y9 56T OF DOCLMENTS IS PROPREf YBY NATLR ANY UBE OR OISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT NAMED 0 STRICTLY PRCHIBREO • ^^ seAL SITE TAMMY LANE WAB41 5 34301 9TH AVENUE SOUTH FEDERAL WAY, WA JB003 FA #: 10013465 SHEET Tf SITE PLAN SHEET r&." E c-1 1 TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED EXISTING TREE. TYP. AT&T ANTENNA INSTALLATION. REFER EXISTING OTHER 1 1 TO RF-1 AND RF-2 FOR EXISTING CARRIER RADIO ------.--� AND PROPOSED ANTENNA LAYOUTS EQUIPMENT �r —'�-- — \ r X ___X_—X--X__—X,XXX_— - _ a X X--7 ` ; .r s f 7 EXISTING C1ilITN + p I d 1 s { LINK FENCE C ° P ---- I • r ra • { 17 + I EXISTING ABANDONED EQUIPMENT PLATFORM .F - �� • 1 ° + + i + + + EXISTING ICE BRIDGE v v +p - + 1 + + `+ Ir • n + + + + > ll r Y p s x EXISTING 120'-0" A.G.L. MONOPOLE? { r -- • -+ y r r l I x r � LX X X -- X----'EXISTING OTHER � CARRIER H-FRAME II + —— — — — — — — — --- t !I i EXISTING AT&T H-FRAME / \ e 7 N EXISTING 12'-0- .r X /+ WIDE GATE t COMPOUND - ,Ln NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY CLS GROUP DATED 11/19/18. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. STRUCTURAL ANALYSIS AND DESIGN TO BE COMPLETED PRIOR TO FINAL CONSTRUCTION DESIGN COMPLETION I a t m AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 •:•M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 COREONE 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT NO: 1915UC60 O.Z-- BY: W.T. CHECKED BY: LG SUBMITTALS R NW OTi l9 RE1rv5f0 PER COMMENTS dN Is/,9 ISSOEp FOR REVIEW iIT Yt>E a,P[VAAAT!'> p]r=1 NVHS�� DO'�,N@ii•31S TyiY grNATIiE •Nr :J62 i� ryea�.o9YE ❑T]-4� iFIAfV YwwT Y TRCTLY IBMTrER7. yr K4 a STRI_TLY PP�OFIIBfTED. A&E SEAL 3RE TAMMY LANE WAS416 34301 STH AVENUE SOUTH FEDERAL WAY, WA 96003 FA*: 10013465 SI-EET TO COMPOUND LAYOUT SFEET IVIJMEEA C-2 TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED EXISTING AT&T (S)� DI-PLEXERS EXISTING AT&T COAX� ENTRY PORT EXISTING AT&T (6) DI-PLEXERS J` EXISTING AT&T------r\ ACCESS DOOR I V-'r r � � r /f• r /, �r r� r �a p � � Jr 4 p EXISTING AT&T p p \ UMTS EQUIPMENT \ p + 4 p CABINNETp p y r p p r a lr 4 p p1 r y p 4 d EXISTING AT&T Vv EXISTING AT&T POWER PLANT TE43 EQUIPMENT p CABINET & a ly p p p � � p EXISTING AT&T GSM EQUIPMENT CABINET p � e - p p p p p p e a p a p p a 4 p /4p /A p a/ r r a f / E)45TING AT&T ! EXISTING AT&T EXISTING AT&T 4 p PURCELi_ I BBU CABINET c/w BBU CABINET c/w EQUIPMENT j (20) MARATHON (20) MARATHON CABINET BATTERY STRINGS BATTERY STRINGS i i d p p p p � p i d p p fJ r J / / 7 EXISTING AT&T I FIBER BOX EXISTING EQUIPMENT LAYOUT - ..t ..1 ..0. EXISTING AT&T _ HOFFMAN BOX NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY CLS GROUP DATED 11/19/18. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 16at&t AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND. WA 98052 .:.M. asTec Network Solutions 22263 68th AVE S KENT, WA 98032 COREONE CONSUL_ TING: 1JS:A 506 SECOND AVE. SUITE 1533 SEATTLE. WA 98104 PROJECT NO: 1915U060 BRAWN BY: W.T CHECKED BY: L.C. F— SUBMITTALS I 0 NOV I1Ar19 IBSUEO TEL AF B IJOJ 07/19I REVISED PEFORR COCONS MMENTS JR ,1 J.nUG 171191 ISSUED FOR REVIEW WT TIE :4TQV OIXYFa�i W Yry$ �E'r �% purrs a FPIG°P.eTaiA'r sr WLTiJ�E wyr �E Cii LJ�pgp�>7Tf#P TM4Y 71s►T Vwt� FFL4TP3l'h r-E 514+'1T NA>✓2G 5 9TRI: fLY PROHIBREO AEE 6EAL `*rwrir 1 • Y ! K � •�wwwwyf 97 TAMMY LANE WAB415 34301 STH AVENUE SOUTH FEDERAL WAY, WA 9EIO03 FA *: 100134B5 SFEETTRLE EXISTING EQUIPMENT LAYOUT SFEET NLMB C-3 TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED EXISTING AT&T TE43 CABINET c/w PROPOSED (2) DC CONVERTERS IN EXISTING OC CONVERTER SHELF AND (3) 25A BREAKERS EXISTING AT&T (6) DI—PLEXERS EXISTING AT&T COAX ENTRY PORT EXISTING AT&T (6) 01-PLEXERS i� EXISTING AT&T ACCESS DOOR t� 4 EXISTING AT&T FIBER BOX % 1 *--a' a p B t p p � EXISTING AT&TUMTS EQUIPMENT CABINETS4/a \rl p y5 J V' '{ a p l I a 0 a 4 4 p al _ p EXISTING AT&T a POD CABINET c/w PROPOSED (2) CORDEX p 3.1 KW RECTIFIERS 4 4 4 p p / \ \ a p EXISTING AT&T d GSM EQUIPMENT p / Q CABINET F 4 Q d d a v a a p a 4 p 4 / p L\ / / a � 4 / a ISTINGAT&T nCELL CABINET: EXISTING AT&T w PO EXISTING AT&T EEX SLK &)BBU CABINET c/w (1)RIL BBU CABINET c/wL CARD IN (20) MARATHON C D (20) MARATHON XISTING AMIA BATTERY STRINGSBATTERY STRINGS (FSM4I a p 4 p a ------71.---- /7 • —. �-�. t-� PROPOSED EQUIPMENT LAYOUT AT&T BOX NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY CLS GROUP DATED 11/19/18. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER, ISCOPE OF WORK (1) ASIK CARD (1) ARIL CARD • (2) DC CONVERTER MODULES • (3) 25 AMP BREAKERS FOR NEW B5 RRH'S (1) 20 AMP BREAKER FOR PROPOSED ASIK CARD • (2) DC CONVERTER MODULES • (2) CORDEX 3.1KW 24V RECTIFIERS • (1) NEW CIRCUIT NEW FOR RECTIFIER *at&t AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY RED MONG. WA 98052 M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 COREONE covSUL_Tlnc USA 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECTND: 191 SUOSO DRAWN BY: W,T CHECKED BY: L.C. SUBMITTALS 0 "N 0E/14 1 15!M ■OA MTRULMII I aF 9 NW C7/1G FCHSEa Pift COM�IRITS dX 4 W: 1Z/14 Iy5uE0 FON PIE�9CW � i 71-E•!�ppPrv�TgN LQVTAi1F01N TW99Ef OF OOO�J,�NTS 1$ PP�RETAFn' BY NATURE. ANY OISCL65 OTHER THAN THAT WHICH R RELATES TO THE CIIEM NAMED IS STRI_TLY RROHIerrEo. A&E SEAL SfTE TAMMY LANE WA641 S 34301 STH AVENUE SOUTH FEDERAL WAY, WA 96003 FA*: 1001 3465 SIEEF TITLE PROPOSED EQUIPMENT LAYOUT SHEET NLMEER C-4 T.O. MONOPDLE EXISTING AT&T ANTENNA ., A, ,L- I Iwa4 ATION. REFER TO W-1 AND RF-2 FOR DUSTING AND RAD CENTER OF EXISTNG AT&T PANEL ANTENNAS / I f� PROPOSED ANTENNA LAYOUT T 16'-a 0. I. 1111 l � J 7-mRAp CENTER OF E%I$"IP9G VERI20N PANEL ANTENNAS EXISTING VERIZON PANEL ANTENNA, -YP. -O ..L _I - ] EXISTING A EPWA.IRE RAD CENTER OF EXISTNG CLEARWIRE PANEL ANTENNAS PANEL ATlTENNA.1'P. x EXISTING 120'-0" t~r + MONOPOLE s E' + � J L mh�G C11NH -ti`^ ..y EXiSnT LINK FENCE ��r.�,- -= wEQll1PNENT SHELTER I EXISTING NORTH TOWER ELEVATION TREE, TYP. NOTES: 1. ELEVATION IS DIAGRAMMATIC ONLY. 2. PAINT ALL ANTENNAS, CABLE TRAY AND VISIBLE ANTENNA CABLES TO MATCH EXISTING BUILDING. amt AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY RED MOND, WA 98052 :•M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 COREONE CONSUL. f ING k_l 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 RRCJECT NIO: 1 B 1 blJ — DRAWN BY: VV.T CHECKED BY: L.0 SUBMITTALS 0 NOV 08/191 ISSUED FOR CONSTRICTION K R NOV 07/19 REVISED PER COMMENTS JH A WI IT t9 ISSUED FOR RENEW WT T,-E x�w*cY.t cavTas`� Yd Tras sE1' uF Tw> �s sPiYPF�ESAFfr EKNPTJTE f..Vru RS-AT S -ECLI 6HT TI.Wr WHICH RELATES TO'f1-E CLIENT NMAEO IS STR4CTLY F1aOFiIBITE[1 A6E SFJ+L SITE TAMMY LANE WA6415 34301 9TH AVENUE SOUTH FEDERAL WAY, WA _ 9B003 FA*: 10013465 SHEET TITLE EXISTING NORTH TOWER ELEVATION -' -ET f.P..N19ER C-5 T.O. MONOPOLE .L. RAD CENTER OF EXISTING AT&T PANEL ANTENNAS l RAD CENTER OF EXIS"ING VER120N PANEL ANTENNAS A. -L- RAP CENTER OF EXIS71NG CLEARWIRE PANEL ANTENNAS 83'-D-A, .L -h: L1 a EXISTING 120'-0" 4 MONOPOLE ,A r A . e.r 'k, j'c PROPOWO AT&T ANTENNA tNSYALLATION- REFER TO RF-1 AND RF-2 FOR EXISTING AND PROPOSED ANTENNA LAYOUT J EXISTING VERITON P;.JEL ANTENNA. -YP. EXISTING CLEARWIRE PANEL ANTENNA, -YP. 1 :I - ,611em AT&T ,EQUIPMENT SHELTER Z I r PROPOS ❑ NORTH TOWER ELEVATION _ 1/8-•_1•, .- , 6'=1 -!,- 220- IF' TREE, TYP. NOTES: 1. ELEVATION IS DIAGRAMMATIC ONLY. 2, PAINT ALL ANTENNAS, CABLE TRAY AND VISIBLE ANTENNA CABLES TO MATCH EXISTING BUILDING, lgamt AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND, WA 98052 •:•!H asTec Network Solutions 22263 68th AVE S KENT, WA 98032 S COREONE' 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT NQ 1915LJOH0 DRAWN BY W.T. CHECKED BY: L.C. SUBMITTALS I ISSUED FOR REVISED PER ISSUED FLA Tt-E 11CpAy1q'Ipl OO' ,-*O IN THIS SET OF ANYLISEOPICINATURE ANY USE OR DIEICLOSl1RE OTHER THMI THAT VJHu.H RELATES TO THE CLIENT NAMED IS STRICTLYPROHISITEO SITE TAMMY LANE WAS415 343019TH AVENUE SOUTH FEDERAL WAY, WA 96003 FA *: 10013465 SHEET TITLE PROPOSED NORTH TOWER ELEVATION SHEET NLMSER C-6 EXISTING ANTENNA CONFIGURATION AND SCHEDULE SECTOR A AZIMUTH RADCENTER NUMBER OF VENDOR MODEL ELEC. Ml MECH, TILT RET TMA RRH COUNT RRH MODEL N0. NOMBSR OF FEEDERS TYDIPLEXED FEEM138'-O"t ANTCNNPS 2.0' RRH2x60-850 F18 LTE 850 7/ UMTS 850 50, 118'-0" 1 DBSPECTRA DS7W2QT8-VT 6.0 2' NO (2) KATHREIN 782 2 - 2 7/LTE YES UMTS 1900 2.0' 2.0' RRN445-WCS-4R FIB WCS LTE 700 50' 118'-0" 1 KMW EPBQ-654L8H8-L2 2.0' 0 NO NONE 2 RRH 4T4R B12/14 RRH 4T4R 825/68 0 FIBER 138'-b"! NO LTE I900/LTE AWS NUMBER OF 20 ELM. MECK RET TMA RRH RRH MODEL NO. NUMBER OF FEEDER OIPLEXEO SECTOR B AZIMUTH RADCENTER ANTENNAS VENDOR MODEL TILT TILT COUNT FEEDERS TYPE LENGTH 2.0• RRH2x60-B50 FIBER 138'-0"i: LTE 850 7/V 138'-0"t UMTS 850 215' 118'-0"kANCENINAIS DBSPECTRA DS7W2QT8-VT 7'0 2' NO (2) KATHREIN 782 2 2 YES UMTS 1900 3.0' 2.0' RRH4x25-WCS-4R FIBER 138'-O"S LTE WCS 2.0' RRH 4T4R B12/r4 LTE 70C1 215' 11 B'-0"KMW EPBO-654L8H8-L2 0' NO NONE 2 RRH 4T4R �.°Sj66 0 FIBER 138'-0"f NO LTE 19GO/LTIE AWS OF 2.7 ELEC. MECK RET TMA ?M RRH MODEL N0. NUMBER FEEDER FEEDER OIP1£XEp SECTOR C AZIMUTH RADCENTER VENDOR MODEL TILT ilLT L.,..`;j1 FEEDERS S TYPE LENGTH 2.0' RRH2x60-850 FIBER 136'-0"t LTE 850 7/8" 138'-0"t UMTS 850 320' 116'-0"DBSPECTRA D57W20T8-VT 2,0 2' NO (2) KATHREIN 762 2 2 7/8" 138'-Vt YES UMTS 1900 2.0 2.0' RRH4Y25-WCS-4R FIBER 139'-0-! LTE WCS LTE 700 320' !18'-O" 1 KMW EPSO-654LSH8-L2 2.0' 0' NO NONE 2 RRH 4T4R 812/14 RRH 4T4R 825/66 0 FIBER 138'-0"t NO LTE 1900/LTE AWS 20, EXISTING ANTENNA CONFIGURATION AND SCHEDULE DATA WAS OBTAINED FROM AT&T RF DATA SHEET (DATED 07/11/2019) RFDS VERSION 2.0 EXISTING RAYCAP "SQUID" DC SURGE PROTECTOR, TYP. -EXISTING AT&T TMA'S, OF 2 PER SECTOR NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY CLS GROUP DATED 11/19/18. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED EXISTING AT&T DUAL PORT 1900 MHZ RRH, TYP. OF 1 PER SECTOR `r 1 V EXISTING AT&T DUAL PORT 700 MHZ RRH, TYP. OF 1 PER SECTOR EXISTING 120'-Cr . AGL MONOPOLE (TOP) -� EXISTING AT&T WCS RRH, TYP. OF 1 PER SECTOR EXISTING ANTENNA CONF1GURATION EXISTING AT&T 850 MHZ RRH, TYP. OF 1 PER SECTOR *at&t ATF:T MOBILITY RTC BUILDING ' 18221 NE 72nd WAY REOMONO, WA 980,92 •: M asTec Network Solutions 22263 68ih AVE S KENT, WA 98032 a COREPIVE 506 SECOND AVE, SUITE 1533 SEATTLE. WA 98104 PROJECT ND: 1 _:,:E iD ORAVVN BY: W.T. CHECKED BY: LC SUBMITTALS „� IAAtFMA7�4 Z:ONT � T�5 �T CK ANY L4E �+r1r�[7�s+E o*raEt+YrlA.ti YtNT STJ;IC LYPF HIBMYti cL�NT NAuefJm 9TAICTLY PROHIBREO Sf E TAMMY LANE WAS415 34301 STH AVENUE SOUTH FEDERAL WAY, WA 98003 FA n: 100134B5 SFE rTITLE EXISTING ANTENNA CONFIGURATIONS SF£ET NUMBER RF-1 M11 PROPOSED ANTENNA CONFIGURATION AND SCHEDULE RADCENTER NUMBER OF VENDOR MODEL �' C'H' RET TMA - RRH MODEL NO. NUMBER OF FEE FEEDER TYPE FROER LENGTH OIPLExEO SECTOR A AZIMUTH ANTENNAS TILT TILT LTE 850/5G 850 2.0' RRH 4T4R B5 FIBER 138'-0"t UMTS 8S0/I.TE 650/5G 850 50' 118'-0" I DBSPECTRA D57W20T8-VT 2.0' 2' NO NONE - 2 FIBER 138'-0"t YES LTE WCS 2.0' f RRH4x25-WCS-4R FIBER 138'-13% LTE 700 50' 118'-0" 1 KMW EPBO-654LBHB-L2 2.0' D' NO NONE 2 RRH 4T4R $42/14 0 FIBER 138'-0"t NO LTE 1900 LTE AWS 2 0' RRH 4T4R 925/66 SECTOR B AZIMUTH RADCENTER NUMBER�F VENDOR MODEL EEC' TILT I'BCH' TILT RET TMA RRH COUNT RRH MODEL NO. NUMBER E OF FEEDERS PEEPER TYPE FEEDER LENGTH DIPLExEO LTE 650/50 850 215- 118'-0" 1 DBSPECTRA DS7W2QT8-VT 2.0' 2' NO NONE 2 RRH 4T4R 85 2 FIBER FIBER 138'-0"t 138'-0"t YES UMTS 650/1_TE 650/5G 850 2.0' - LTE WCS 2.0' RRH4x25-WCS-4R FIBER 138'-O'2 LTE 700 215' 118'-0" 1 KMW EPBO-654L8H8-L2 2.0' 0' NO NONE 2 RRH 4T4R B12/14 0 FIBER 138'-0't NO LTE 1900 LTE AWS '� RRH 4T4R B25/66 SECTOR C AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC, MILT IIRET TILT TMA RRi COUNT RRH MODEL NO. NUMBER 0 FEEDERS FEEDER TYPE FEEDER LENGTH pIPLEXED LTE 850/513 850 320' 118'-O" 1 DBSPECTRA DS7W2QT8-VT 2.0' 2.0' 2' NO NONE 2 RRH 4T4R B5 2 FIBER FIBER 138'-D't 138'-0"t YES UMTS 850/I.TE 850/5G 850 - LTE WCS 2.0' RRH4x25-WCS-414 FIBER 138'-0't 2.0' RRH 4T4R B12/14 LTE 700 320' 118'-O" 1 KMW EPBO-654LBHB-L2 0' NO NONE 2 0 FIBER 136'-0"t NO 2.0' RRH 4T4R B25/66 LTE 1900/LTE AWS PROPOSED ANTENNA CONFIGURATION AND SCHEDULE DATA WAS OBTAINED FROM AT&T RF DATA SHEET (DATED 07/11/2019) REDS VERSION 2.0 EXISTING RAYCAP "SQUID" DC SURGE PROTECTOR, TYP. 1 l)i . a EXISTING AT&T TMA'S TO BE REMOVED, TYP. OF 2 PER SECTOR SCOPE OF WORK • REMOVE (3) EXISTING 850 MHz RRH'S, TYP. OF (1) PER SECTOR • INSTALL (3) DUAL PORT 650 MHz RRH'S, TYP. OF (1) PER SECTOR MOUNT ALL PROPOSED EQUIPMENT AS PER MANUFACTURER'S RECOMMENDATIONS 1V I TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY CLS GROUP DATED 11/19/18. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. EXISTING AT&T DUAL PORT 1900 MHZ RRH, TYP. OF 1 PER SECTOR EXISTNG AT&T DUAL PORT 700 MHZ RRH. TYP. OF 1 PER SECTOR NG AT&T WCS RRH, OF 1 PER SECTOR [BDTraM) OVE EY3rTR4G AT&T 050 MHZ RRH AND REPLACE WITH FOUR PORT 850 MHZ RRH, REFER TO RF-3 FOR DETAILS, TYP. OF T PER SECTOR PROPOSED ANTENNA CONFIGURATION at&t AT&T MOBILITY RTC BUILDING 3 18221 NE 72ne WAY REDMOND. WA 98052 •: M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 �. COREONE' CONSUl-1 ING L -�A 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT ND: 1915U060 DRAWN BY: W.T. CHECKED BY: LC SUBMITTALS co=LmfiqTE Is pA�PoETNa'�' 6T NATI/�E /,{,1v uCE CAi�� ram. OT+fA TT�1'l7WT vJ�C+I�PAT6 :6 T`E R�EN� IILl'�l0 �9 STRICTLY P,W]HIBITEO , 6 SEAL SITE TAMMY LANE WAB41 5 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 9B003 FA *: 1001 3465 BFEET rrtLE PROPOSED ANTENNA CONFIGURATIONS SH=ET1,1"E R RF-2 SOLAR . SHIELD MANUFACTURER: NOKIA MODEL: AIRSCALE RRH 4T4R 85 (OR SIMILAR) HEIGHT: 1 3 X WIDTH: 11.6� DEPTH: 6.55 WEIGHT: 36 8 LBS ftRH DETAIL N T S .6 atm AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WA' REDMOND, WA 98052 :•M asTec Network Solutions 22263 68th AVE S KENT, WA 98032 COREOINE 506 SECOND AVE, SUITE 1533 SEATTLE. WA 98104 PRCJECT NC: 1916UOBD DRAWN BY: W.T CHECKED BY: L.C. SUBMITTALS I REVISED lgmmff�ffl CO«�fu59:a nss 9Ef OEY]PRE7ARY B1'NP'ILS+Eo5L'f qnE hn4�rFt47i�] rl-� c.�e�' w�1 � 5TgICTLY PEJ]HIBREO A&E SEAL SITE TAMMY LANE WAB415 34301 JTH AVENUE SOUTH FEDERAL WAY, WA 9B003 FA*:100134B5 -'-ETTTLE RF 6 EQUIPMENT DETAILS SHEET NLMSER RF-3 GENERAL NOTES: 1. EXAMINE THE SITE CON0I1110445 VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH THE WORK OF ALL OTHER TRADES. AND INCLLOE IN THE 810 PRICE ALL COSTS FOR WORK SUCH AS EOUIPIAENT. AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES, 2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT 3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND COMMENCING CONSTRUCTION. ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES, 4. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. 5. PROVIDE ALL LABOR. MATERIAL„ EOUIPhiENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF THE OWNER, 6, CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O,S.H.A. 7. PR16R TO BEGINNING WMX COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTIUTY COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED, 8. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCEO IN SUCH WORK AND SHALL SCHEDULE THE WORN IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. 9. DUI PROGRESS OF THE WORK, MANTIVN M ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL SYSMAS, LOCATING EACH CIRCUIT PRECISELY AMC DIMENSIONING ECUIPAIENT, CONDUIT AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION. TRANSFER ALL RECORD DATA TO BLACK UNE PRINTS OF THE ORIGINAL DRAWIN05 AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT. 10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER, ANY WORK, MATERIAL. OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE UPON WRITTEN 1701IFICAPON. AT THE EXPENSE OF THE CONTRACTOR. 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE POWER COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. 12. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH LOCAL. TELEPHONE COMPANY. APPLY FOR TELEPHONE SERVICE IMMEDIATELY UPON AWARD OF CONTRACT. BASIC MATERIALS AND METHODS; 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REOUIREMENTS AND MEETS THE APPROVAL OF THE CONSULTANT AND THE OWNER, 3. ARRANGE CONDUIT, WIRING, E'OUIPM£NT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS A140 FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FlELO CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE 4. THE CONTRACT DRAWINGS ARE GENERALLY DUGRASJ.IAATIC AND ALL OFFSETS, BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN, PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO 1HE CONDITIONS. 5. MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC. & SEAL AROUND CONDUITS AND AROUND CONDUCTORS "IN OONDURS ENTERING THE MODULAR CABINETS WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOMURE PENETRATION INTO SUI-DING. 7. SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO EXTERIOR OF BUILDING. 8. MAKE NECESSARY CONNECTIONS FOR BATTERY IN EMERGENCY LIGHT FIXTURE. CONNECT EXTERIOR LIGHT FIXTURE (PROV=0 BY SHELTER MANUFACTURER) TO EXTERNAL JUNCTION BOX. CONDUCTORS AMID CONNECTORS: 1. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS -LINKED POLYETHYLENE INSULATION CONFORMING TO NEMA WC7. (TYPES THHN OR THWN). INSULATION SHALL BE RATED FOR 90 CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC, 2. ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION. 3. FOR COPPER CONDUCTORS 16 AWG AND SMALLER USE 3M SCOTCH-LIDK OR T&B STA-1[04 COMPRESSION TYPE CONNECTORS VAM INTEGRAL OR SEPARATE INSULATION CAPS, PDR COPPER CONDUCTORS LARGER THAN #6 AWC USE SOLDERa%. IDENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION C-CLALIP CONNECTORS. UNLESS SPECIFIED OTHERWISE ON DRAWINGS. 4. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER, TWO -HOLE, LONG BARREL, COMPRESSION TYPE. RACEWAYS AND BOXES: 1. ALL CONDUIT SHALL BE UL LABELED. 2, ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. 3. SHEET METAL BOXES SHALL CONFORM TO NEMA OSI; CAST -METAL BOXES SHALL CONFORM TO NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE. GROUNDING: 1. ALL SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT REVISION NEC. 2. GROUND LUGS ARE SPECIFIED UNDER SECTION 3 "CONDUCTORS AND CONNECTORS'. 3. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT AGENT, SUCH AS NO-OX, NOALOX, PENETROX OR KOPRSHIELD. 4. GROUND ALL EXPOSED METALLIC OBJECTS ON BUILDING EXTERIOR INCLUDING BUILDING TIE DOWN BRACKETS 5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 6. DO NOT INSTALL GROUND RING OUTSIDE OF PROPERTY LINE. 7. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, REPAINT TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. 8. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE #2 AWG SOLID BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN B" AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90'. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. 9. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING WITH ERICO T-319 GALVANIZING BAR. 10. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. 11. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE. EXCEPT FOR THE GROUND RODS WHICH ARE TEE EXOTHERMIC :MELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN CA1d = BY EXOTHERMIC WELWNO. USE SPRAY 4ALVANIZER SUCH AS HOLUB LECTROSOL #15-501. 12. COHTRA.CMR SHALL NOTIFY AT&T WHEN THE BURIED GROUND RING IS INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE GROUNND RING BEFORE IT IS SACK'FILLED WITH SOIL CONTACT: AT&T PROJECT NGR: 13. FOR METAL FENCE POST GROUNDING, USE A HEAVY DUTY TYPE GROUNDING CLAMP OR EXOTHERMIC WELD CONNECTION TO POST. 14. WHERE MECHANICAL CONNECTORS (TWO -HOLE OR CLAMP) ARE USED, APPLY A LIBERAL PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO OXIDE A" BY DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS, 15. BOND ALL EXIT" CONDUITS, p1PES AND MNORtCAL METALLIC OBJECTS WITH A PENM.-UNION OT SERIES CLAMP. ISLACKISURN GUV SERIES CLAMP OR A BURNDY CAR 3900BU SERIES CLMIP ONLY, NO SUBSTITUTES ACCEPTED. *at&t AT&T MOBILITY RTC BUILDING 3 18221 NE 721nd WAY REDMCNO, WA 98052 M asTec Network Solutions 22263 68th AVE S KENT. WA 96032 COREONE .ONSLJ. _TING IJ L;A 506 SECOND AVE, SUITE 1533 SEATTLE. WA 98104 PROJECTINO: 1S15UOBD O.7A BY: W.T. CHECKED BY: L.C. SUBMITTALS I A AUB 7 /Igj ISSUED FOR RE`AEW WI TK 4TL CCVT� IN T111I 0% aL1.M$•F910 AFnF'iEt^W III WYLpE AtJV L.3E [i:d - -QT,-Ew 1TWN ThY.T ;,�i -I RF�FTEO TO T e CIBr'T N='S STRGTLYPRDHIBRED A6 SEAL K RR,% r rV Jp+1 � e M a • r � 9 � SITE TAMMY LANE WA6415 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 96003 FA #: 10013465 SHEET TALE GROUNDING NOTES SHEET N`MSER G-1 PROPOSED REMOTE RADIO HEAD (RRH) LT'F M 850 (TYP, EACH SECTOR) i OOU OUO'� 00O �000 #6 AWG STRANDED GREEN JACKET BONDING RRH UNIT GROUND TO ANTENNA GROUND BUSS BAR (TYP. EACH SECTOR) EXISTING PANEL ANTENNA, TYP. SEE SHEET RF-1 FOR SITE CONFIGURATION EXISTING ANTENNA GROUND BUSS BAR NEAR ANTENNAS WITH COAX GROUND KIT. SEE DETAIL 5/G-3 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 4/G-3 FOR GROUND 'WIRE CONNECTIONS, AND SEE DETAIL 3/G-3 FOR COAX GROUNDING. MWPICAL ANTENNA G 0 NDIN LA N T. S EXISTING REMOTE RADIO HEAD (RRH) (TYP. OF 4 PER SECTOR) EXISTING AT&T OC2 SURGE SUPPRESSOR (TYP. EACH SECTOR) GROUNDING NOTES: 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES. FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY NETWORK CARRIER REPRESENTATIVE. 5. REFER TO CURRENT NEL; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CAOWELDS AND GROUND RING 7, NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. GROUNDING ROD NOTES: 1, ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESIINC ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, UTIJANG THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REOUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. tat&t AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND. WA 98052 .:.M, asTec Network Solutions 2263 — 68th AVF. S KNT, V,'A 98032 COREONE C-ON: iU!_T I', 506 SECOND AVE, SUITE 1533 SEATTLE. WA 98104 PROJECT NO: IS15Ub6b DFIAWN BY: W.T. CHECKED BY: L.0 SUBMITTALS B I Np� G7/19 RENSEU PER COMMENTS I JH A A�1� 1}/19 riSUED F. fiL41[N' 'M = WIl,,jTS /SAT PVCYNF TT CEOE Thy M OF Zy6f iCA0 T0"-Em MTW.E ►A401 dtoi� CfWNAM= MAr W vICTLY s.T1� TO MO cL+En+r M4✓�� m 5TRICTLYPFbH6RE0 nse s¢+a F' • f } r � S E TAMMY LANE WAB41 5 34301 97H AVENUE SOUTH FEDERAL WAY, WA 96003 FA *: 1 001 3465 S1-6E7 7rLE SCHEMATIC GROUNDING PLAN ESh ET NL SER G-2 CADWELD GROUNDING C NNECTI NS NTS #6 AWG FROM ANTENNA CABLE GROUND KIT COPPER BAR ON BRIDGE, GROUND WALL, ICE FLOOR OR ON ANTENNA TOWER -TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO GROUND CONDUCTOR SHALL --j\ BUILDING SERVICE GROUND BE ELIMINATED WHEN OR GROUND RING GROUND BAR IS ELECTRICALLY BONDED TO NOTE: METAL TOWER/MONOPOLE GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES STRUCTURE SHALL ONLY USE EXOTHERMC WELDS. GROUND WIRE NSTAL Tf N N T S TYPICAL FOR ALL SECTORS PROPOSED PANEL ANTENNA (TYP- EACH SECTOR) SEE SHEET RF-1 FOR EXISTING CONFIGURATION EXISTING ANTENNA GROUND BAR NEAR EXISTING ANTENNAS WITH COAX GROUND KIT. SEE DETAIL 5/G-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 3/G-2 FOR COAX GROUNDING (TYP EACH SECTOR) #5 AWG STRANDED GREEN JACKET BONDING PANEL ANTENNA TO ANTENNA GROUND BAR (TYP, EACH SECTOR) EXISTING GROUND TO ANTENNA GROUND BAR AT NEXT SECTOR (TYP.) -' TYPICAL -ANTENNA GROUNQINGPLAN N T,S TO ANTENNN�AS RX2 COAX JUMPER (TYP.) CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTE 2 WEATHERPROOFING KIT (TYP.) GROUND KIT (TYP.) -#6 AWO ISOLATE FROM TOWER HALO w/ #2 TO LOWER TOWER BUS ANTENNA CABLE j COPPER ANTENNA GROUND TO SITS EQUIPMENT (TYP.) BAR, WITH INSULATORS. BONDED DIRECTLY TO TOP OF MONOPOLE OR UTILITY POLE TO GROUND RING DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT. COLD SHRINK SHALL NOT BE USED, -� .G UND CABLE CONNECTION N.T.s. NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY NOTE: COAT ALL MECHANICAL ANTENNA CONTRACTOR (CADWELD TYPE—GL) CONNECTIONS WITH "NOOX" OR APPROVED EQUAL ` NEW 4"z 24% 1/4" (hk COPPER GROUND r r BAR. INSTALLED BY GENERAL- CONTRACTOR •000 0 0 0 0 0 0 0 0 0 0 0 000 • M, • • • • • • • • • • • •ie€ #2 SOLID BARE TINNED COPPER WIRE CADWELD-----� (TYPE—GL) ANTENNA CABLE (TYPICALLY) 12' TO 24 120" k"— WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 CABLE CONNECTOR NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. C LE GRO N KIT ONNECTION N T. WIRE SIZE BURNDY LUG BOLT SIZE #6 AWG GREEN INSULATED YA6C-2TC38 3/8" — 16 INC S 2 BOLT #2 AWG SOLID TINNED YA3C-2TC38 3/8" — 16 NC S 2 BOLT M2 AWG STRANDED YA2C-2TC38 3/8" — 16 NC S 2 BOLT #2/0 AWG STRANDED YA26-2TC38 3/8" — 16 INC S 2 BOLT #4/0 AWG STRANDED YA28-2N 1/2" — 16 NC S 2 BOLT NOTES: 1. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. 2- COPPER SHIELD, A.NTIOX, CR NO—OX OR EQUIVALENT SHALL BE PLACE WHERE ALL DISSIMILAR METALS CONNECT- 3 ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. GROUNDING CONDUCT( HEAT SHRINK (CLW) BURNDY GROUND LUG (SEE TABLE FOR SIZE AND MODEL) LOCK WASHER (TYP.)- NUT (TYP.1 GROUND BARS BOLT (TYP.) BURNDY TWO HOLE LUG WITH LONG BARREL FOR #6 AWG STRANDED OR EQUIVALENT BARE WIRE TO BE NO—OX AT BOTH ENDS #6 AWG STRANDED GREEN INSULATED MECHANICAL U N T O NTS at&t AT&T MOBLIiY RTC BUILDING 3 18221 NE 72nd l^Y REDMOND, WA 9B052 : M asTec Network Solutions 22263 68th AVE S KENT. WA 98032 a COREON� 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECT NO. 1915LIOSO DRAWN BY: W.T. CHECKED BY: L.C. SUBMITTALS I A AUG 12/19j ISSUED FOR REVIEW IW1 THE VICP* ATKN CCNTn MIN Tl%�Wr CR 07CWFNR9 SPqORRSAR- aYNA—w@ wNY, SE ¢9C�z.WL 'E OTrEA YHAN TyAT SN A TI-E C1.E.YT-++sL u STRICTLY gOHIBITEO A&E SEAL qt F■•a• iF • • it + l • ►•s W •♦ SITE TAMMY LANE WAS415 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 FAO: 1001 34SS SHEET TITLE GROUNDING DETAILS SHEET NLMEER G-3 7 f TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED Uj J LL W LLM �ff�r ^} / C--2 A e �h �Qra. EXISTING ASPHALT PARXING LOT RTA �y i o f� a Z m PROPERTY LINE lPROPERTY LINE I I I �E%ISTIHC BUIL17snG7 4z++.�I NOTES: 1. INFORMATION OBTAINED FROM DRAWINGS PREPARED BY CLS GROUP DATED 11/19/18. 2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. LEGAL DESCRIPTION POR OF N 1/2 DAF. BEG CENTER OF SEC: TH N 01-16-46 E ALG N-S C/L 360.82 FT TH N 88-46-14 W 330 FT TH S 01-16-46 W 179.36 PITTO N LN OF 5 181.5 FT OF SD N 1/2 TH N 88-46-40 W 220 FT TH 5 01-16-49 W 1 11 1.5 FT TO E/W 1/4 LN SO SEC; TH N 88-46-40 W 521.96 FT TO A PT S 88-46-40 E 15+4.35 Fr FR W 1/4 CDR SO SEC TH N 01-10-59 E 712A4 FT TH N 63-40-00 W 543.88 FT TH w 36-20-W E 310 FT: iH ON CURVE TO LEFT RAO 1250 FT THROUGH C/A 18-47-35 ARC DIST OF 410 Ft TH S 72-27-35 E 789.85 FT TH S 35-00-DO E 134.65 FT TO S LN OF NE 1/4 OF NW 7/4 TH ON SO S LN & S LN OF NW 1/4 OF NE 1/4 S 88-45-47 E 795.73 FT TAP ON 1130 FT RAD CURVE WHOSE CENTER PT BEARS S 84-52-30 E TH SLY ALG SO CURVE THROUGH C/A 09-57-30 ARC DIST OF 195.40 FT TH S O4-50-00 E 460 FT TAP OF 810 FT RADIUS CURVE TO ROT TH ON SO CURVE THROUGH CIA 30-00_00 ARC DIST OF 424.12 FT TH S 25-10-00 W 271.12 FT TO E/W C/L SO SEC TH ALG SO LN N 88-46-40 W 348,36 FT TO CENTER 50 SEC & POS EXISTING BUILDING, TYP. EwSTIwG 7 [WILDING t �DO �� II rl 1 _ ,PROPERTY UNE r, APPROVED SITE PLAN PLANNING City of Federal Way Dept. of Community Development Permit # l9- l 05 q33 -co- Ab By Wi 11; 4 Cxol j; Date ll / o/aojq RECEIVED NOV 12 2019 CITY OF FEDERAL. WAY COMMUNITY DEVELOPMENT +a `OL L AT&T MOBILITY RTC BUILDING 3 18221 NE 72nd WAY REDMOND. WA 98052 :•M asTec Network Solutions 22283 68th AVE S KENT, WA 98032 13 COREONE CC�15UL_T1NC! U 506 SECOND AVE, SUITE 1533 SEATTLE, WA 98104 PROJECt Na. is 151-1060 ORAWN BY: W T CHECKED BY: L.0 SUBMITTALS I OF COO f'Ag ss pgMppgTy 'IIY/W%M AVYLEE GR 0.`gLlO'SJpG GT>@Ii TK} THAT STRICTLY T.G CLh'NT NMA6716 -...ICTI.Y PROHIBITED ASE SE SITE MY TAMLANE WAB415 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003 FA K: 1001 3ZS SF ETTITLE SITE PLAN SF IFTNL ISER C-1