The URL can be used to link to this page

17-105154AkCITY OF Federal Way November 21, 2017 Andi Spencer Crown Castle International Corp. 1505 Westlake Ave N, Suite 800 Seattle, WA 98109 RE: File #17-105154-00-UP; USE PROCESS I DIRECTOR'S APPROVAL 846423 Verizon New Colocation,1622 S 3441h St, Federal Way Dear Ms. Spencer: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway. com Jim Ferrell, Mayor The City of Federal Way's Department of Community Development has completed an administrative review of the proposed eligible facilities request to modify an existing Personal Wireless Facility (PWSF) located at the above -mentioned address. The proposed modifications include the installation of three antennas, one dish, six remote radio units, one hybrid line, one microwave feeder, one function box, one H-frame and three equipment cabinets within the existing compound. There is no increase in height. The Process I application was submitted and determined to be complete on October 25, 2017. The eligible facilities request is found to be consistent with the provisions of the Spectrum Act and does not exceed the substantial change thresholds. The Process I proposal is hereby approved based on the following statements of fact. Criteria 1 For facilities outside of public rights -of -way, the modification 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. Staff Response — There is no height increase; antennas will extend horizontally less than 20 feet. This criterion is met. Criteria 2 For structures outside of public rights -of -way, the modification does not protrude from the edge of the structure more than 20 feet, or more than the width of the structure at the level of the appurtenance, whichever is greater. Staff Response — Based on the elevations and site plan, the mounts will extend less than 20 feet from the edge of the existing structure. This criterion is met. Criteria 3 If the installation includes new equipment cabinets, the modification does not include the installation of more than four equipment cabinets. Staff Response — Only three new equipment cabinets are proposed. This criterion is met. Ms. Spencer November 21, 2017 Page 2 Criteria 4 For all existing facilities, the modification does not include excavation or equipment installation outside the current site of the structure or base station. Staff Response — All proposed modifications are within the existing site area. No excavation or equipment will be installed outside the existing compound. This criterion is met. Criteria 5 If the facility requires screening methods, the proposed modification does not defeat the existing concealment elements of the tower or base station. Staff Response — Current screening methods are not defeated as a result of this proposal; only minor equipment additions will occur within the existing facility enclosure. This criterion is met. Criteria 6 The modification may not violate any of the conditions of approval associated with prior approvals. Staff Response — The proposal does not violate any known conditions associated with prior approvals of the tower or site. This criterion is met. BUILDING DIVISION No building permit is required for this antenna modification. The applicant must apply for electrical work under a separate permit. For further information regarding permits, please contact the city's Permit Center at,permitcenter(-la,cityoffederalway.com, or 253-835-2607. CLOSING This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this site. This Process I approval does not -constitute approval of any building permit. The effective date of this decision is November 24, 2017, or three days from the date of this letter. Pursuant to Federal Way Revised Code (FWRC) 19.55.050, any person who received notice of this administrative decision may appeal the decision to the Federal Way Hearing Examiner within 14 calendar days by December 8, 2017. Any appeal must be in the form of a letter delivered to the Department of Community Development with the established fee. The appeal letter must contain a clear reference to the matter being appealed and a statement of the alleged errors in the director's decision. No work on the proposal can commence until the end of the appeal period. In that you are the only party of record, your appeal period is waived (assuming you do not wish to appeal this decision). Waiver of the right to appeal does not affect the effective date of this decision. This Process I approval is valid for one year from the effective date of this decision. If no further action is taken within one year, this decision will expire. A one-year extension of time may be granted only if a written request is submitted to the city's Department of Community Development at least 30 days prior to the expiration of the decision. 17-105154-00-UP Doe. I.D. 76815 Ms. Spencer November 21, 2017 Page 3 If you have any questions regarding this decision, please contact Senior Planner Dave Van De Weghe at 253-835-2638, or david.vandeweghe@cityoffederalway.com. Sincerely, Brian Davis Community Development Director c: Greenfingers LLC, 21323 NE 92"1 Pl, Honolulu, HI 98053 Peter Lawrence, Plans Examiner Cole Elliott, Development Services Manager Brian Asbury, Lakehaven Water and Sewer District 17-105154-00-UP Doc. 1.D. 76815 40k Federal OF Way APPLICATION NO(S) RECEIVED CITY OF FEOEFiAL WAY ()OMMUNITY DEVELOPMENT MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8`' Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 ww w.cityo ffederal way.co m ® �� %L� Date�- Project Name e_L)4�(o 92S Vc& Lu� N�et,' (_,o Lo Property Address/Location t 6G 2 Z S 3 �} � : • , �C -� w" 9b C Parcel Number(s) Z Project Description /ntk) 0(A_-// L ) R LA_"* l �r.�Cc:✓tCl PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information L f- Zoning Designation Comprehensive Plan Designation BC0 Value of Existing Improvements kValue of Proposed Improvements International Building Code (IBC): Occupancy Type 'P Construction Type Bulletin #003 — January 1, 2011 Applicant Name: �Jt�✓'%�orti j S+a-lo^"ti- ��,rn Address: City/State: I-sc-S, Io�--WGs47t0L,4GG �R'`�C Zip:x~�G Phone: Fax: z p(o— Email: Signature: Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner &ree*- F.viy/rt, ZLC_ Name: Address: j (p2lb City/State: pCo�l (,%,m Zip: �J , Phone: Fax: Email: Signature: 56e Page 1 of 1 k:\Handouts\Master Land Use Application RECEIVED Date: August 07, 2017 OCT 2 5 2017 Ms. Katie Stana CITY OF FEDERAL WAY Crown Castle COMMUNITY DEVELOPMENT 2055 S. Stearman Drive Chandler, AZ 85286 Subject: Structural Analysis Report Carrier Designation: Crown Castle Designation: Engineering Firm Designation: Site Data: Dear Ms. Stana, Verizon Wireless Co -Locate Carrier Site Name: IV 0 MORRISON HERSHFIELD Morrison Hershfield 1455 Lincoln Parkway, Suite 500 Atlanta, GA 30346 (770) 379-8500 Crown Castle BU Number: Crown Castle Site Name: Crown Castle JOE Job Number: Crown Castle Work Order Number: Crown Castle Application Number: Morrison Hershfield Project Number: Sea Skating Centre 846423 Federal Way 448081 1439183 397495 Rev. 5 CN3-851 R3 / 6170001 1622 South 344th Street, Federal Way, King County, WA 98003 Latitude 47' 17'39.33", Longitude -122' 18'45.19" 100 Foot — ROHN Self Support Tower Morrison Hershfield is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1066321, in accordance with application 397495, revision 5. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5: Existing + Proposed for current applicant Sufficient Capacity Note: See Table I and Table II for the proposed and existing/reserved loading, respectively. This analysis has been performed in accordance with the 2015 IBC based upon an ultimate 3-second gust wind speed of 110 mph converted to a nominal 3-second gust wind speed of 85 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C with a maximum topographic factor, KZt, of 1.0 and Risk Category II were used in this analysis. We at Morrison Hershfield appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted by: T4 NT Shawn W. Stevenson, S.E. (WA License No. 42002) �—�$ Senior Engineer �2002 �RAL T.�`�' StaNAL�' tnxTower Report - version 7.0.7.0 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information Table 3 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 4 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 5 — Section Capacity (Summary) Table 6 — Tower Components vs. Capacity Table 7 — Tilt & Twist Values for Dish (Service Wind) 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations tnxTower Report - version 7.0.7.0 August 07, 2017 100 Ft Self Support Tower Structural Analysis CCI BU No 846423 Project Number CN3-851R3 16170001, Application 397495, Revision 5 Page 3 1) INTRODUCTION This tower is a 100 ft self-support tower designed by Rohn Industries, Inc., in March of 1990. The tower was originally designed for a wind speed of 85 mph per ANSI/EIA-222-D. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 85 mph with no ice, 30 mph with 0.25 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1. Table 1 - Proposed Antenna and Cable Information Mounting -evel (ft) 84.0 Center Line Elev(ation Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size m Note 84.0 3 Amphenol HEX336CW000OG w/ pipe mount 1 1-1/2 - I 3 Ericsson RADIO 4449 3 Ericsson RRUS 32 B66 1 RFS DB-Cl-12C-24AB-OZ 3 - Sector Mount [SM 502-1] 77.0 77.0 1 RFS SC2-19OBB 4 1/4 - 2 Nokia MPT-HC-HQAM �1 - Pipe Mount [PM 601-1] Table 2 - Existing and Reserved Antenna and Cable Information Mounting Level (ft) Center Line � Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines _ Feed Line Size (in) Note 100.0 104.0 3 Commscope SBNH-1D65C w/ pipe mount 27 4 2 3 7/8 3/4 1/2 3/8 1 6 Commscope SBNHH-1 D65C w/ pipe mount 102.0 3 Kathrein 742-264 w/ pipe mount 6 Kathrein 860-10025 3 Lucent RRH2x40-07-L-AT 3 Lucent RRH2x40-07L-DE 3 Lucent RRH4x25-WCS 6 Nokia CS72993.08 6 Powerwave LGP21401 2 Raycap DC6-48-60-18-8F 100.0 1 - Miscellaneous [NA 507-11 -' i _ Platform Mount [LP 602-1] 94.0 94.0 1 Gabriel DFPD1-52 60 64.0 1 63.63.0 1 Kathrein i - 738-454 1 1/2 1 Side Arm Mount [SO 701 -1 ] Nines 1) Existing equipment that is to remain on the tower. tnxTower Report - version 7.0.7.0 100 Ft Self Support Tower Structural Analysis Project Number CN3-851R3 / 6170001, Application 397495, Revision 5 Table 3 - Design Antenna and Cable Information Mounting Center Line Number of Antenna Manufacturer Level (ft) Elevation (ft) Antennas I 1 22 i Decibel 100.0 100.0 Decibel �F 12 Decibel 1 Rohn 90.0 90.0 2 Generic 80.0 80.0 2 Generic 3) ANALYSIS PROCEDURE Table 4 - Documents Provided Document 4-GEOTECHNICAL REPORTS 4-TOWER FOUNDATION DRAWINGS/DESIGN/SPECS 4-TOWER MANUFACTURER DRAWINGS 4-TOWER STRUCTURAL ANALYSIS REPORTS 3.1) Analysis Method Remarks Rittenhouse -Zeman & Associates, Inc., Job No. W-6429, Dated 10/30/1989 Rohn Industries, Inc., Eng. File No. 25311SK, Dated 01/17/1990 Rohn Industries, Inc., Eng. File No. 25311 SK, Dated 03/05/1990 Morrison Hershfield, Project No. CN3-851R2 / 6170001, Dated 07/14/2017 August 07, 2017 CCI BU No 846423 Page 4 Antenna Model DB560-A DB560-B DB560-F Cellular Platform 8' HP Dish 8' HP Dish Reference I Source 5192037 II CCISITES 5192012 1 CCISITES T 5192074 CCISITES 6968177 J CCISITES tnxTower (version 7.0.7.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) The tower and structures were built in accordance with the manufacturer's specifications and applicable ANSI/TIA/EIA standards. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) The foundation was properly designed and constructed for the original design loads. This analysis may be affected if any assumptions are not valid or have been made in error. Morrison Hershfield should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Tahla 5 - Sertinn Canaritv ISurnmarvi Section Elevation (ft) Component Type Size Critical t P (K) SFP_allow ]C: % apacity Pass I Fail No, T1 100 - 88 Leg I ROHN 3 STD I 3 I -17.02 f 100.28 1 17.0 I Pass T2 88 - 80 Leg ROHN 3 STD 1 30 -30.22 1 100.28 30.1 F Pass T3 80 - 60 Leg ROHN 3 STD 45 -53.12 1 82.78 64.2 Pass T4 60 - 40 Leg ROHN 3.5 EH 73 -75.13 126.31 59.5 I Pass T5 40 - 20 Leg ROHN 3.5 X-STR 1 94 -96.15 1 126.30 76.1 Pass tnxTower Report - version 7.0.7.0 100 Ft Self Support Tower Structural Analysis Project Number CN3-851 R3 / 6170001, Application 397495, Revision 5 section No. Elevation (ft) T6 20 - 0 T1 100 - 88 T2 88 - 80 T3 F-8o-6o-l T4 60 - 40 T5 FT620 40 - 20 - 0 T1 100 - 88 T3 80 - 60 T1 100 - 88 1 l �l August 07, 2017 CCI BU No 846423 Page 5 Component Type Size Critical Element P (K) SF P_allow (K) 160.50 _V % Capacity Pass / Fail Leg ROHN4X-STR 115 -116.19 72.4 , Pass Diagonal L2x2x3/16 10 -2.74 12.00 22.8 38.9 (b) Pass Diagonal L2x2x3/16 31 -4.27 11.98 35.6 60.8 (b) Pass Diagonal L2x2x3/16 49 -3.49 7.69 45.4 52.2 (b) Pass Diagonal L21/2x21/2x3/16 F76 -3.90 9.53 40.9 48.7 (b) Pass Diagonal L21/2x21/2x3/16 97 -3.92 7.25 54.0 Pass Diagonal L3x3x3/16 118 -4.38 10.13 43.2 54.0 (b) Pass Top Girt L2x2x3/16 5 -0.79 4.72 16.6 Pass Top Girt L2x2x3/16 47 -0.16 4.58 3.4 Pass Bottom Girt L2x2x3/16 8 -0.27 5.91 4.6 Pass Leg (T5) 76.1 I Pass Diagonal (T2) 60.8 Pass Top Girt (T1) 16.6 Pass Bottom Girt (T1) 4.6 Pass Bolt Checks 1 60.8 1 Pass Rating = 76.1 Pass Table 6 - Tower Component Stresses vs. Capacity - LC5 Notes Component Elevation (ft) % Capacity Pass / Fail 1 Anchor Rods 0 51.2 Pass 1 Caisson Compression 57.4 Pass 0 1 Caisson Tension f 71.8 Pass Structure Rating (max from all components) = 76.1% Notes: 1) See additional documentation in "Appendix C -Additional Calculations" for calculations supporting the % capacity consumed. 7 - Tilt & Twist Values for Dish (60 mph Service Wind) jTable I Elevation (ft) L Appurtenance Deflection (in) Tilt (°) Twist (°) 77.0 j SC2-19013B 1.283 I 0.1543 0.0107 4.1) Recommendations The tower and its foundation have sufficient capacities to carry the existing and proposed loads. No modifications are required at this time. tnxTower Report - version 7.0.7.0 APPENDIX A TNXTOWER OUTPUT tnxTower Report - version 7.0.7.0 N fy z O � f- u7 co S z K v m Wo n N Z N x d „ _ N z n X z z 0 X z � z O � a in i5 in 100,O R Ll DESIGNED APPURTENANCE LOADING I r TYPE ELEVATION TYPE ELEVATION Flash Beacon Lighting 100 IRRH2x40-07L-DE 100 SBNHH-1665C w/pipe mount 100 IRRH2x40-07L-DE too (2) SBNHH-1 D65C w/ pipe mount 100 (2) DC6-48-60-18-8F 100 (2) SBNHH-1 D65C w/ pipe mount 100 (Platform Mount [LP 602-11 100 (2) w/ pipe mount 100 iMiscellaneous [NA 507-1] 100 742-264 w/ pipe mount 100 •(2) Miscellaneous INA 509-31 98 742-264 w/ pipe mount 100 1 DFPD1-52 194 88.0 ft 742-264 SBNH-1 D65C w/ pipe mount 100 HEX336CW0000G w/pipe mount 184 D65C w/ pipe mount 100 HEX336CW000OG w/ pipe mount 84 SBNH-1 SBNH-1 D65C w/ pipe mount 100 HEX336CW000OG w/ pipe mount 84 (2) 860-10025 too RADIO 4449 184 (2) 860-10025 100 RADIO 4449 84 80.0 It (2) 860-10025 100 RADIO 4449 84 (2) CS72993.08 100 RRUS 32 B66 84 (2) cS72993.08 100 RRUS 32 B66 84 (2) CS72993.08 100 RRUS 32 B66 84 (2) LGP21401 100 DB-Cl-12C-24AB-OZ 84 (2) LGP21401 100 Sector Mount ISM 502-1] 84 (2) LGP21401 100 Sector Mount ISM 502-1 84 RRH2x40-07-L-AT 100 Sector Mount ISM 502-11 84 RRH2x40-07-L-AT 100 (2) MPT-HC-HQAM 177 RRH2x40-07-L-AT 100 B mowa IPM dol - 11 177 RRH4x25-WCS 100 SC2-190BB 177 RRH4x25-WCS 1153 RRH4x25-WCS 100 1738-454 -63 R1RH2x40-071--DE 100 60.0 R MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-50 5o Kai 165 ksi I A36 136 ksi 156 ksi TOWER DESIGN NOTES 1. Tower is located in King County, Washington. 2. Tower designed for Exposure C to the TIA-222.G Standard. Z3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class 11. 7. Topographic Category 1 with Crest Height of 0' 8. TOWER RATING: 76.1% 40.0 It 200ft 0.0 ft ALL REACTIONS ARE FACTORED MAX. CORNER REACTIONS AT BASE. DOWN: 120 K SHEAR: 13 K UPLIFT.' -104 K SHEAR: 11 K AXIAL 33 K SHEAR MOMENT 2 K 161 kip-ft TORQUE 0 kip-ft 30 mph WIND - 0.2500 in ICE AXIAL 22 K SHEAR - HE MOMENT 21 K 1426 kip-ft TORQUE 6 kip-ft REACTIONS - 85 mph WIND Morrison Hershfield 1455 Lincoln Parkway, Suite 500 Atlanta, GA 30346 (Consulting Engineers Phone: (770) 379-8500 FAX: 770 379-8501 ph CN3-851R3 / 6170001 ProlecC846423/Federal Way '" '"'L Crown Castle USA Drawn Cy: CKK AWd: 0'4 - TIA-222-G Date: 08/07/17 scale: NTS Pun: Dwg No. E-1 100 Ft Self Support Tower Structural Analysis Project Number CN3-851 R3 / 6170001, Application 397495, Revision 5 Tower Input Data August 07, 2017 CCI BU No 846423 Page 7 The main tower is a 3x free standing tower with an overall height of 100' above the ground line. The base of the tower is set at an elevation of 0' above the ground line. The face width of the tower is 67-1/4" at the top and 147-15/16" at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in King County, Washington. Basic wind speed of 85 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0'. Nominal ice thickness of 0.2500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50 'F. Deflections calculated using a wind speed of 60 mph. A non -linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) SR Members Have Cut Ends SR Members Are Concentric Options Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KL1r Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appurt. Autocalc Torque Arm Areas Add IBC .6D+W Combination Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feed Line Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation Consider Feed Line Torque Include Angle Block Shear Check Use TIA-222-G Bracing Resist. Exemption Use TIA-222-G Tension Splice_ Exe_m_ptio_n _ Poles _ Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets tnxTower Report - version 7.0.7.0 100 Ft Self Support Tower Structural Analysis Project Number CN3-851 R3 / 6170001, Application 397495, Revision 5 Wind 180 _ Len A Wind Leg C Z Leg B Face C Wind Norma I Triangular Tower August 07, 2017 CCI BU No 846423 Page 8 Tower Section Geometry Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections ft ft R T1 100'-88' 67-1/4" 1 12' T2 88'-80' 67-27/32" 1 8' T3 80'-60' 68-1 /4" 1 20' T4 60'-40' 8'8-5/8" 1 20' T5 40'-20' 10'8-5/8" 1 20' T6 20'-0' 12'9-1/8" 1 20' Tower Section Geometry (cont'd Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End ft ft Panels in in T1 100'-88' 3'11-11/32" X Brace No No 1.0000 1.0000 T2 88'-80' 3'11" X Brace No No 1.0000 1.0000 T3 80'-60' 4'11-1/2" X Brace No No 1.0000 1.0000 T4 60'-40' 67-11/32" X Brace No No 1.0000 1.0000 T5 40'-20' 67-11/32" X Brace No No 1.0000 1.0000 T6 20'-0' 67-11/32" X Brace No No 1.0000 1.0000 Tower Section Geometry (cont'd) _ Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade ft T1 100'-88' Pipe ROHN 3 STD A572-50 Single Angle L2x2x3/16 A36 (50 ksi) (36 ksi) T2 88'-80' Pipe ROHN 3 STD A572-50 Single Angle L2x2x3/16 A36 (50 ksi) (36 ksi) tnxTower Report - version 7.0.7.0 August 07, 2017 100 Ft Self Support Tower Structural Analysis CCI BU No 846423 Project Number CN3-851 R3 16170001, Application 397495, Revision 5 Page 9 Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade ft T3 80'-60' Pipe ROHN 3 STD A572-50 Single Angle L2x2x3/16 A36 (50 ksi) (36 ksi) T4 60'-40' Pipe ROHN 3.5 EH A572-50 Single Angle L2 1/2x2 1/2x3/16 A36 (50 ksi) (36 ksi) T5 40'-20' Pipe ROHN 3.5 X-STR A572-50 Single Angle L2 1/2x2 1/2x3/16 A36 (50 ksi) (36 ksi) T6 20'-0' Pipe ROHN 4 X-STR A572-50 Single Angle L3x3x3/16 A36 (50 ksi) 36 ksi Tower Section Geometry (cont'd) Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade ft T1 100'-88' Single Angle L2x2x3/16 A36 Single Angle L2x2x3/16 A36 (36 ksi) (36 ksi) T3 80'-60' Single Angle L2x2x3/16 A36 Single Angle A36 36 ksi 36 ksi Tower Section Geometry (cont'd) Tower Gusset Gusset Gusset GradeAdjust. Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness A, Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ftz in in in in T1100'-88' 0.0000 0.0000 A36 1 1 1 0.0000 0.0000 0.0000 (36 ksi) T2 88'-80' 0.0000 0.0000 A36 1 1 1 0.0000 0.0000 0.0000 (36 ksi) T3 80'-60' 0.0000 0.0000 A36 1 1 1 0.0000 0.0000 0.0000 (36 ksi) T4 60'-40' 0.0000 0.0000 A36 1 1 1 0.0000 0.0000 0.0000 (36 ksi) T5 40'-20' 0.0000 0.0000 A36 1 1 1 0.0000 0.0000 0.0000 (36 ksi) T6 20'-0' 0.0000 0.0000 A36 1 1 1 0.0000 0.0000 0.0000 (36 ksi Tower Section Geometry (cont'd K Factors' Tower Calc Calc Legs X K Single Gifts Horiz. Sec. Inner Elevation K K Brace Brace Diags Horiz. Brace Single Solid Diags Diags Angles Rounds X X X X X X X ft Y Y Y Y Y Y Y T1100'-88' Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T2 88'-80' Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T3 80'-60' Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T4 60'-40' Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T5 40'-20' Yes No 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T6 20'-0' Yes No 1 1 1 1 1 1 1 tnxTower Report - version 7.0.7.0 August 07, 2017 100 Ft Self Support Tower Structural Analysis CC/ BU No 846423 Project Number CN3-851 R3 / 6170001, Application 397495, Revision 5 Page 10 'Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out -of - plane direction applied to the overall length. Tower Section Geometry (cont'd) Tower Elevation ft Leg Diagonal Top Girt Bottom Girt Net U Mid Girt I Long Horizontal Short Horizontal Net Width U Net U Net Width U Net U Net U Net U Deduct Width Deduct Width Width Width Width in Deduct in Deduct Deduct Deduct Deduct in in in in in T1100'-88' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T2 88'-80' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T3 80'-60' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T4 60'-40' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T5 40'-20' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T6 20'-0' 1 0.0000 1 1 0.0000 0.75 J 0.0000 0.75 1 0.0000 0.75 10.0000 0.75 0.0000 0.75 0.0000 0.75 Tower Section Geometry cont'dj Tower Elevation ft Leg Connection Type Leg Bolt Size No. Diagonal Top Girt Bottom Girt Mid Girt Long Horizontai Short Horizontal Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in In in T1100'-88' Flange 0.8750 0 0.6250 1 0.6250 1 0.0000 0 0.6250 0 0.0000 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T2 88'-80' Flange 0.8750 4 0.6250 1 0.0000 0 0.6250 1 0.6250 0 0.0000 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T3 80'-60' Flange 0.8750 4 0.6250 1 0.6250 1 0.0000 0 0.6250 0 0.0000 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T4 60'-40' Flange 0.8750 4 0.6250 1 0.0000 0 0.0000 0 0.6250 0 0.0000 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T5 40'-20' Flange 0.8750 4 0.6250 1 0.0000 0 0.0000 0 0.6250 0 0.0000 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T6 20'-0' Flange 1.0000 0 0.6250 1 0.0000 0 0.0000 0 0.6250 0 0.0000 0 0.6250 0 A354-BC A325N A325N A325N A325N A325N A325N Feed Line/Linear Appurtenances - Entered As Round Or Flat Allow Component Weight Placement Face Lateral # # Clear Width or Perimeter Description Face or Shield Type Offset Offset Per Spacing Diameter Leg ft in (Frac FM Row in in in plf Climbing Pegs A No Ar (CaAa) 100' - 0' 0.0000 0.5 1 1 0.7050 0.7050 1.80 Climbing Ladder B No Af (CaAa) 100' - 0' -6.0000 0.25 1 1 0.2500 2.0000 7.90 Safety Line 3/8" B No Ar (CaAa) 100' - 0' -6.0000 0.45 1 1 0.3750 0.3750 0.22 Feedline Ladder B No Af (CaAa) 100' - 0' 0.0000 0.2 1 1 2.0000 2.0000 8.40 (Af) Feedline Ladder B No Af (CaAa) 100' - 0' 0.0000 0 1 1 2.0000 2.0000 8.40 (Af) 5/16" B No Ar (CaAa) 100' - 0' 0.0000 0.38 1 1 0.5000 0.0300 1.00 LDF5-50A(7/8) B No Ar (CaAa) 100' - 8' 0.0000 0.3 16 10 0.5000 1.0900 0.33 LDF5-50A(7/8) B No Ar (CaAa) 100' - 8' 0.0000 0.2 5 5 0.5000 1.0900 0.33 LDF5-50A(7/8) B No Ar (CaAa) 100' - 8' 0.0000 0 6 6 0.5000 1.0900 0.33 FB-L98B-009- B No Ar (CaAa) 100' - 8' 0.0000 -0.12 3 2 0.3937 0.3937 0.06 30000(3/8) WR-VG86T(3/4) B No Ar (CaAa) 100' - 8' 0.0000 -0.05 4 2 0.5000 0.7560 0.53 LDF4-50A(1/2) B No Ar (CaAa) 100' - 8' 0.0000 0.05 2 2 0.5000 0.6250 0.15 LDF4-50A(1/2) B No Ar (CaAa) 94' - 8' 0.0000 -0.07 1 1 0.5000 0.6250 0.15 MLC HYBRID A No Ar (CaAa) 84' - 8' 0.0000 -0.45 1 1 0.5000 1.5300 0.59 tnxTower Report - version 7.0.7.0 100 Ft Self Support Tower Structural Analysis Project Number CN3-851R3 / 6170001, Application 397495, Revision 5 August 07, 2017 CC/ BU No 846423 Page 11 Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Leg ft in (Frac FW) Row in in in pIf 6xl2 6AWGx6(1- 1/2) Feedline Ladder A No Af (CaAa) 84' - 0' 0.0000 -0.45 1 1 2.0000 2.0000 8.40 (Af) CAT5e(1/4) A No Ar (CaAa) 77' - 8' 0.0000 -0.43 2 2 0.5000 0.2638 0.05 CC-05-050- A No Ar (CaAa) 77' - 8' 0.0000 -0.44 2 2 0.5000 0.2400 0.13 FM(1/4) LDF4-50A 1/2 B No Ar (CaAa) 63' - 8' 0.0000 -0.07 1 1 0.5000 0.6250 0.15 Feed Line/Linear Appurtenances Section Areas Tower Sectio n Tower Elevation ft Face AR ft2 AF ft, T1 100'-88' A 0.000 0.000 B 0.000 0.000 C 0.000 0.000 T2 88'-80' A 0.000 0.000 B 0.000 0.000 C 0.000 0.000 T3 80'-60' A 0.000 0.000 B 0.000 0.000 C 0.000 0.000 T4 60'-40' A 0.000 0.000 B 0.000 0.000 C 0.000 0.000 T5 40'-20' A 0.000 0.000 B 0.000 0.000 C 0.000 0.000 T6 20'-0' A 0.000 0.000 B 0.000 0.000 C 0.000 0.000 CAAA In Face ft2 0.846 54.723 0.000 2.509 36.732 0.000 12.849 92.018 0.000 13.152 93.080 0.000 13.152 93.080 0.000 11.122 64.172 0.000 CAAA Weight Out Face ft, 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 19 0.02 0.45 0.00 0.05 0.30 0.00 0.22 0.75 0.00 0.22 0.75 0.00 0.22 0.75 0.00 0.22 0.66 0.00 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in ft2 ft2 ft2 ft, K T1 1OV-86 A 0.555 0,000 0.000 2.178 0.000 0.03 B 0.000 0.000 90.939 0.000 0.89 C 0.000 0.000 0.000 0.000 0.00 T2 88'-80' A 0.549 0.000 0.000 4.266 0.000 0.07 B 0.000 0.000 61.164 0.000 0.59 C 0.000 0.000 0.000 0.000 0.00 T3 80'-60' A 0.539 0.000 0.000 28.105 0.000 0.32 B 0.000 0.000 152.795 0.000 1.48 C 0.000 0.000 0.000 0.000 0.00 T4 60'-40' A 0.521 0.000 0.000 29.497 0.000 0.32 B 0.000 0.000 154.495 0.000 1.47 C 0.000 0.000 0.000 0.000 0.00 T5 40'-20' A 0.495 0.000 0.000 28.828 0.000 0.32 B 0.000 0.000 152.758 0.000 1.44 C 0.000 0.000 0.000 0.000 0.00 T6 20'-0' A 0.444 0.000 0.000 21.151 0.000 0.28 B 0.000 0.000 101.461 0.000 1.07 C 0.000 0.000 0.000 0.000 0.00 tnxTower Report - version 7.0.7.0 August 07, 2017 100 Ft Self Support Tower Structural Analysis CC/ BU No 846423 Project Number CN3-851 R3 16170001, Application 397495, Revision 5 Page 12 Feed Line Center of Pressure Section Elevation CPx CPz CPx CPz Ice Ice ft in in in in T1 100'-88' 4.8263 -0.1116 4.4248 -0.1830 T2 88'-80' 4.4706 0.0538 3.9704 0.0267 T3 80'-60' 4.3468 0.3260 3.5741 0.3534 T4 60'-40' 5.2955 0.3712 4.4435 0.3694 T5 40'-20' 6.2687 0.4451 5.3207 0.4405 T6 20'-0' 5.5140 0.4792 5.3610 0.5933 Shielding Factor Ka Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No lce Ka Ice T1 1 Climbing Pegs 88.00 - 100.00 0.6000 0.6000 T1 2 Climbing Ladder 88.00 - 100.00 0.6000 0.6000 T1 3 Safety Line 3/8" 88.00 - 100.00 0.6000 0.6000 T1 4 Feedline Ladder (Af) 88.00 - 100.00 0.6000 0.6000 T1 5 Feedline Ladder (Al) 88.00 - 100.00 0.6000 0.6000 T1 7 5116" 88.00 - 100.00 0.6000 0.6000 T1 8 LDF5-50A(7/8) 88.00 - 100.00 0.6000 0.6000 T1 9 LDF5-50A(7/8) 88.00 - 100.00 0.6000 0.6000 T1 10 LDF5-50A(7/8) 88.00 - 100.00 0.6000 0.6000 T1 11 FB-L98B-009-30000(3/8) 88.00 - 100.00 0.6000 0.6000 T1 12 WR-VG86T(3/4) 88.00 - 100.00 0.6000 0.6000 T1 13 LDF4-50A(1/2) 88.00 - 100.00 0.6000 0.6000 T1 15 LDF4-50A(1/2) 88.00 - 94.00 0.6000 0.6000 T2 1 Climbing Pegs 80.00 - 88.00 0.6000 0.6000 T2 2 Climbing Ladder 80.00 - 88.00 0.6000 0.6000 T2 3 Safety Line 3/8" 80.00 - 88.00 0.6000 0.6000 T2 4 Feedline Ladder (Af) 80.00 - 88.00 0.6000 0.6000 T2 5 Feedline Ladder (Af) 80.00 - 88.00 0.6000 0.6000 T2 7 5/16" 80.00 - 88.00 0.6000 0.6000 T2 8 LDF5-50A(7/8) 80.00 - 88.00 0.6000 0.6000 T2 9 LDF5-50A(7/8) 80.00 - 88.00 0.6000 0.6000 T2 10 LDF5-50A(7/8) 80.00 - 88.00 0.6000 0,6000 T2 11 FB-L98B-009-30000(3/8) 80.00 - 88.00 0.6000 0.6000 T2 12 WR-VG86T(3/4) 80.00 - 88.00 0.6000 0.6000 T2 13 LDF4-50A(1/2) 80.00 - 88.00 0.6000 0.6000 T2 15 LDF4-50A(1/2) 80.00 - 88.00 0.6000 0.6000 T2 17 MLC HYBRID 6x12 6AWGx6(1-1/2) 80.00 - 84.00 0.6000 0.6000 T2 18 Feedline Ladder (Af) 80.00 - 84.00 0.6000 0.6000 T3 1 Climbing Pegs 60.00 - 80.00 0.6000 0.6000 T3 2 Climbing Ladder 60.00 - 80.00 0.6000 0.6000 T3 3 Safety Line 3/8" 60.00 - 80.00 0.6000 0.6000 T3 4 Feedline Ladder (Af) 60.00 - 80.00 0.6000 0.6000 T3 5 Feedline Ladder (Af 60.00 - 80.00 0.6000 0.6000 T3 7 5/16" 60.00 - 80.00 0.6000 0.6000 T3 8 LDF5-50A(7/8) 60.00 - 80.00 0.6000 0.6000 T3 9 LDF5-50A(7/8) 60.00 - 80.00 0.6000 0.6000 T3 10 LDF5-50A(7/8) 60.00 - 80.00 0.6000 0.6000 T3 11 FB-L98B-009-30000(3/8) 60.00 - 80.00 0.6000 0.6000 T3 12 WR-VG86T(3/4) 60.00 - 80.00 0.6000 0.6000 T3 13 LDF4-50A(1/2) 60.00 - 80.00 0.6000 0.6000 T3 15 LDF4-50A(1/2) 60.00 - 80.00 0.6000 0.6000 T3 17 MLC HYBRID 6x12 6AWGx6(1-1/2) 60.00 - 80.00 0.6000 0.6000 T3 18 Feedline Ladder (Af) 60.00 - 80.00 0.6000 0.6000 T3 20 CAT5e(1/4) 60.00 - 77.00 0.6000 0.6000 T3 21 CC-05-050-FM(1/4) 60.00 - 77.00 0.6000 0.6000 T3 23 LDF4-50A(1/2) 60.00 - 63.00 0.6000 0.6000 T4 1 Climbing Pegs 40.00 - 60.00 0.6000 0.6000 T4 2 Climbing Ladder 40.00 - 60.00 0.6000 0.6000 T4 3 Safety Line 3/8" 40.00 - 60.00 0.6000 0.6000 T4 4 Feedline Ladder (Af) 40.00 - 60.00 0.6000 0.6000 T4 5 Feedline Ladder (Af) 40.00 - 60.00 0.6000 0.6000 T4 7 5/16" 40.00 - 60.00 0.6000 0.6000 tnxTower Report - version 7.0.7.0 100 Ft Self Support Tower Structural Analysis Project Number CN3-851 R3 / 6170001, Application 397495, Revision 5 Tower Section Feed Line Record No. Description Feed Line Segment Elev. Ka No Ice K. Ice T4 8 LDF5-50A(7/8) 40.00 - 60.00 0.6000 0.6006 T4 9 LDF5-50A(7/8) 40.00 - 60.00 0.6000 0.6000 T4 10 LDF5-50A(7/8) 40.00 - 60.00 0.6000 0.6000 T4 11 FB-L98B-009-30000(3/8) 40.00 - 60.00 0.6000 0.6000 T4 12 WR-VG86T(3/4) 40.00 - 60.00 0.6000 0.6000 T4 13 LDF4-50A(1/2) 40.00 - 60.00 0.6000 0.6000 T4 15 LDF4-50A(1 /2) 40.00 - 60.00 0.6000 0.6000 T4 17 MLC HYBRID 6x12 6AWGx6(1-1/2) 40.00 - 60.00 0.6000 0.6000 T4 18 Feedline Ladder (Af) 40.00 - 60.00 0.6000 0.6000 T4 20 CAT5e(1 /4) 40.00 - 60.00 0.6000 0.6000 T4 21 CC-05-050-FM(1/4) 40.00 - 60.00 0.6000 0.6000 T4 23 LDF4-50A(1/2) 40.00 - 60.00 0.6000 0.6000 T5 1 Climbing Pegs 20.00 - 40.00 0.6000 0.6000 T5 2 Climbing Ladder 20.00 - 40.00 0.6000 0.6000 T5 3 Safety Line 3/8" 20.00 - 40.00 0.6000 0.6000 T5 4 Feedline Ladder (Af) 20.00 - 40.00 0.6000 0.6000 T5 5 Feedline Ladder (Af) 20.00 - 40.00 0.6000 0.6000 T5 7 5/16" 20.00 - 40.00 0.6000 0.6000 T5 8 LDF5-50A(7/8) 20.00 - 40.00 0.6000 0.6000 T5 9 LDF5-50A(7/8) 20.00 - 40.00 0.6000 0.6000 T5 10 LDF5-50A(7/8) 20.00 - 40.00 0.6000 0.6000 T5 11 FB-L98B-009-30000(3/8) 20.00 - 40.00 0.6000 0.6000 T5 12 WR-VG86T( 3/4) 20.00 - 40.00 0.6000 0.6000 T5 13 LDF4-50A(1 /2) 20.00 - 40.00 0.6000 0.6000 T5 15 LDF4-50A(1/2) 20.00 - 40.00 0.6000 0.6000 T5 17 MLC HYBRID 6x12 6AWGx6(1-1/2) 20.00 - 40.00 0.6000 0.6000 T5 18 Feedline Ladder (Af) 20.00 - 40.00 0.6000 0.6000 T5 20 CAT5e(1 /4) 20.00 - 40.00 0.6000 0.6000 T5 21 CC-05-050-FM(1/4) 20.00 - 40.00 0.6000 0.6000 T5 23 LDF4-50A(1/2) 20.00 - 40.00 0.6000 0.6000 T6 1 Climbing Pegs 0.00 - 20.00 0.6000 0.6000 T6 2 Climbing Ladder 0.00 - 20.00 0.6000 0.6000 T6 3 Safety Line 3/8" 0.00 - 20.00 0.6000 0.6000 T6 4 Feedline Ladder (Af) 0.00 - 20.00 0.6000 0.6000 T6 5 Feedline Ladder (Af) 0.00 - 20.00 0.6000 0.6000 T6 7 5/16" 0.00 - 20.00 0.6000 0.6000 T6 8 LDF5-50A(7/8) 8.00 - 20.00 0.6000 0.6000 T6 9 LDF5-50A(7/8) 8.00 - 20.00 0.6000 0.6000 T6 10 LDF5-50A(7/8) 8.00 - 20.00 0.6000 0.6000 T6 11 FB-L98B-009-30000(3/8) 8.00 - 20.00 0.6000 0.6000 T6 12 WR-VG86T(3/4) 8.00 - 20.00 0.6000 0.6000 T6 13 LDF4-50A(1 /2) 8.00 - 20.00 0.6000 0.6000 T6 15 LDF4-50A(1 /2) 8.00 - 20.00 0.6000 0.6000 T6 17 MLC HYBRID 6x12 6AWGx6(1-1/2) 8.00 - 20.00 0.6000 0.6000 T6 18 Feedline Ladder (Af) 0.00 - 20.00 0.6000 0.6000 T6 20 CAT5e(1/4) 8.00 - 20.00 0.6000 0.6000 T6 21 CC-05-050-FM(1/4) 8.00 - 20.00 0.6000 0.6000 T61 231 LDF4-50A(1 /2) 8.00 - 20.001 0.60001 0.6000 August 07, 2017 CC/ BU No 846423 Page 13 Discrete Tower Loads Weight Description Face Offset Offsets: Azimuth Placement CAAA CAAA or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ftz ftz K ft ft Flash Beacon Lighting C From Leg 0.0000 0.0000 100, No Ice 2.7000 2.7000 0.05 0- 1/2" Ice 3.1000 3.1000 0.07 2' (2) SBNHH-1D65C w/ pipe A From Leg 4.0000-5.0000 100' No Ice 11.6264 9.7931 0.09 mount -2' 1/2" Ice 12.3456 11.3114 0.18 4' (2) SBNHH-1 D65C w/ pipe B From Leg 4.0000-30.0000 100' No Ice 11.6264 9.7931 0.09 mount -2' 1/2" Ice 12.3456 11.3114 0.18 tnxTower Report - version 7.0.7.0 100 Ft Self Support Tower Structural Analysis Project Number CN3-851R3 / 6170001, Application 397495, Revision 5 August 07, 2017 CCI BU No 846423 Page 14 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft, ftz K ft ft 4' (2) SBNHH-1D65C w/ pipe C From Leg 4.0000 -25.0000 100' No Ice 11.6264 9.7931 0.09 mount -2' 1/2" Ice 12.3456 11.3114 0.18 4' 742-264 w/ pipe mount A From Leg 4.0000 -5.0000 100' No Ice 5.2624 4.3543 0.07 2' 1/2" Ice 5.7406 5.1835 0.11 2' 742-264 w/ pipe mount B From Leg 4.0000 -30.0000 100' No Ice 5.2624 4.3543 0.07 2' 1/2" Ice 5.7406 5.1835 0.11 2' 742-264 w/ pipe mount C From Leg 4.0000 -25.0000 100, No Ice 5.2624 4.3543 0.07 2' 1/2" Ice 5.7406 5.1835 0.11 2' SBNH-1 D65C w/ pipe mount A From Leg 4.0000 -5.0000 100, No Ice 11.6749 9.8339 0.08 6' 1/2" Ice 12.3930 11.3545 0.17 4' SBNH-1 D65C w/ pipe mount B From Leg 4.0000 -30.0000 100, No Ice 11.6749 9.8339 0.08 6' 1/2" Ice 12.3930 11.3545 0.17 4' SBNH-1 D65C w/ pipe mount C From Leg 4.0000 -25.0000 100' No Ice 11.6749 9.8339 0.08 6' 1/2" Ice 12.3930 11.3545 0.17 4' (2) 860-10025 A From Leg 4.0000 0.0000 100' No Ice 0.1422 0.1210 0.00 0' 1/2" Ice 0.1959 0.1727 0.00 2' (2) 860-10025 B From Leg 4.0000 0.0000 100, No Ice 0.1422 0.1210 0.00 0' 1/2" Ice 0.1959 0.1727 0.00 2' (2) 860-10025 C From Leg 4.0000 0.0000 100' No Ice 0.1422 0.1210 0.00 0' 1/2" Ice 0.1959 0.1727 0.00 2' (2) CS72993.08 A From Leg 4.0000 0.0000 100' No Ice 1.4292 0.4219 0.02 0' 1/2" Ice 1.5923 0.5371 0.03 2' (2) CS72993.08 B From Leg 4.0000 0.0000 100, No Ice 1.4292 0.4219 0.02 0' 1/2" Ice 1.5923 0.5371 0.03 2' (2) CS72993.08 C From Leg 4.0000 0.0000 100' No Ice 1.4292 0.4219 0.02 0' 1/2" Ice 1.5923 0.5371 0.03 2' (2) LGP21401 A From Leg 4.0000 0.0000 100' No Ice 1.1040 0.2070 0.01 0' 1/2" Ice 1.2388 0.2738 0.02 2' (2) LGP21401 B From Leg 4.0000 0.0000 100, No Ice 1.1040 0.2070 0.01 0' 1/2" Ice 1.2388 0.2738 0.02 2' (2) LGP21401 C From Leg 4.0000 0.0000 100' No Ice 1.1040 0.2070 0.01 0' 1/2" Ice 1.2388 0.2738 0.02 2' RRH2x40-07-L-AT A From Leg 4.0000 0.0000 100' No Ice 2.9890 1.4945 0.05 0' 1/2" Ice 3.2357 1.7017 0.07 2' RRH2x40-07-L-AT B From Leg 4.0000 0.0000 100, No Ice 2.9890 1.4945 0.05 0' 1/2" Ice 3.2357 1.7017 0.07 2' RRH2x40-07-L-AT C From Leg 4.0000 0.0000 100' No Ice 2.9890 1.4945 0.05 0' 1/2" Ice 3.2357 1.7017 0.07 2' RRH4x25-WCS A From Leg 4.0000 0.0000 100' No Ice 3.8352 3.3367 0.09 0' 1/2" Ice 4.0945 3.5863 0.13 2' RRH4x25-WCS B From Leg 4.0000 0.0000 100, No Ice 3.8352 3.3367 0.09 0' 1/2" Ice 4.0945 3.5863 0.13 2' RRH4x25-WCS C From Leg 4.0000 0.0000 100' No Ice 3.8352 3.3367 0.09 tnxTower Report - version 7.0.7.0 100 Ft Self Support Tower Structural Analysis Project Number CN3-851 R3 / 6170001, Application 397495, Revision 5 August 07, 2017 CC/ BU No 846423 Page 15 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft2 ff K ft ft 0, 1/2" Ice 4.0945 3.5863 0.13 2' RRH2x40-07L-DE A From Leg 4.0000 0.0000 100* No Ice 3.4310 2.2504 0.07 0' 1/2" Ice 3.6753 2.4585 0.10 Z RRH2x40-07L-DE B From Leg 4.0000 0.0000 100' No Ice 3.4310 2.2504 0.07 0' 1/2" Ice 3.6753 2.4585 0.10 2' RRH2x40-07L-DE C From Leg 4.0000 0.0000 100, No Ice 3.4310 2.2504 0.07 0' 1/2" Ice 3.6753 2.4585 0.10 2' (2) DC6-48-60-18-8F A From Leg 1.0000 0.0000 100' No Ice 1.0000 1.0000 0.03 0' 1/2" Ice 1.5799 1.5799 0.05 2' Platform Mount [LP 602-11 A None 0.0000 100' No Ice 32.0300 32.0300 1.34 1/2" Ice 38.7100 38.7100 1.80 Miscellaneous [NA 507-11 A None 0.0000 100' No Ice 4.8000 4.8000 0.25 1/2" Ice 6.7000 6.7000 0.29 (2) Miscellaneous [NA 509-3] C None 0.0000 98' No Ice 11.8400 11.8400 0.28 1/2" Ice 16.9600 16.9600 0.30 DFPD1-52 C From Leg 0.5000 30.0000 94' No Ice 1.8682 1.0203 0.02 0' 1/2" Ice 2.1083 1.2791 0.04 0' HEX336CW000OG w/ pipe A From Leg 4.0000 -15.0000 84' No Ice 17.0763 6.4232 0.12 mount -5' 1/2" Ice 17.7354 7.5786 0.23 0' HEX336CW000OG w/ pipe B From Leg 4.0000 -65.0000 84' No Ice 17.0763 6.4232 0.12 mount -5' 1/2" Ice 17.7354 7.5786 0.23 0' HEX336CW000OG w/ pipe C From Leg 4.0000 35.0000 84' No Ice 17.0763 6.4232 0.12 mount -5' 1/2" Ice 17.7354 7.5786 0.23 0' RADIO 4449 A From Leg 4.0000 -15.0000 84' No Ice 3.5000 2.3593 0.09 0' 1/2" Ice 3.7426 2.5658 0.11 0' RADIO 4449 B From Leg 4.0000 -65.0000 84' No Ice 3.5000 2.3593 0.09 0' 1/2" Ice 3.7426 2.5658 0.11 0' RADIO 4449 C From Leg 4.0000 35.0000 84' No Ice 3.5000 2.3593 0.09 0' 1/2" Ice 3.7426 2.5658 0.11 0' RRUS 32 B66 A From Leg 4.0000 -15.0000 84' No Ice 2.7427 1.6681 0.05 0' 1/2" Ice 2.9647 1.8552 0.07 0' RRUS 32 B66 B From Leg 4.0000 -65.0000 84' No Ice 2.7427 1.6681 0.05 0' 1/2" Ice 2.9647 1.8552 0.07 0' RRUS 32 B66 C From Leg 4.0000 35.0000 84' No Ice 2.7427 1.6681 0.05 0' 1/2" Ice 2.9647 1-8552 0.07 0' DB-CI-12C-24AB-OZ A From Leg 1.0000 -15.0000 84' No Ice 4.0563 3.0975 0.03 0' 1/2" Ice 4.3155 3.3351 0.07 0' Sector Mount [SM 502-1] A From Leg 2.0000 -15.0000 84' No Ice 15.3500 14.0000 0.56 0' 1/2" Ice 21.2900 20.8100 0.74 0' Sector Mount [SM 502-1] B From Leg 2.0000 -65.0000 84' No Ice 15.3500 14.0000 0.56 0' 1/2" Ice 21.2900 20.8100 0.74 0' Sector Mount [SM 502-11 C From Leg 2.0000 35.0000 84' No Ice 15.3500 14.0000 0.56 0' 1/2" Ice 21.2900 20.8100 0.74 0' tnxTower Report - version 7.0.7.0 100 Ft Self Support Tower Structural Analysis Project Number CN3-851 R3 / 6170001, Application 397495, Revision 5 August 07, 2017 CCI BU No 846423 Page 16 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft, ft2 K ft ft (2) MPT-HC-HQAM A From Leg 1.0000 0.0000 77' No Ice 0.7053 0.4523 0.01 0' 1/2" Ice 0.8113 0.5399 0.02 0' Pipe Mount [PM 601-11 A From Leg 0.5000 0.0000 77' No Ice 3.0000 0.9000 0.07 0' 1/2" Ice 3.7400 1.1200 0.08 0' 738-454 A From Leg 3.0000 0.0000 63' No Ice 0.0190 0.0190 0.00 0' 1/2" Ice 0.0487 0.0487 0.00 1' Side Arm Mount [SO 701-11 A From Leg 1.5000 0.0000 63' No Ice 0.8500 1.6700 0.07 0' 1/2" Ice 1.1400 2.3400 0.08 0' Dishes Description Face Dish Offset Offsets: Azimuth or Type Type Horz Adjustment Leg Lateral Vert ft ° 3 dB Elevation Outside Aperture Weight Beam Diameter Area Width ft ft ftZ K SC2-1901313 A Paraboloid From 1.0000 90.0000 it' w/Shroud (HP) Leg 0' 0, Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+1.6 Wind 30 deg - No Ice 5 0.9 Dead+1.6 Wind 30 deg - No Ice 6 1.2 Dead+1.6 Wind 60 deg - No Ice 7 0.9 Dead+1.6 Wind 60 deg - No Ice 8 1.2 Dead+1.6 Wind 90 deg - No Ice 9 0.9 Dead+1.6 Wind 90 deg - No Ice 10 1.2 Dead+1.6 Wind 120 deg - No Ice 11 0.9 Dead+1.6 Wind 120 deg - No Ice 12 1.2 Dead+1.6 Wind 150 deg - No Ice 13 0.9 Dead+1.6 Wind 150 deg - No Ice 14 1.2 Dead+1.6 Wind 180 deg - No Ice 15 0.9 Dead+1.6 Wind 180 deg - No Ice 16 1.2 Dead+1.6 Wind 210 deg - No Ice 17 0.9 Dead+1.6 Wind 210 deg - No Ice 18 1.2 Dead+1.6 Wind 240 deg - No Ice 19 0.9 Dead+1.6 Wind 240 deg - No Ice 20 1.2 Dead+1.6 Wind 270 deg - No Ice 21 0.9 Dead+1.6 Wind 270 deg - No Ice 22 1.2 Dead+1.6 Wind 300 deg - No Ice 23 0.9 Dead+1.6 Wind 300 deg - No Ice 24 1.2 Dead+1.6 Wind 330 deg - No Ice 25 0.9 Dead+1.6 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 2.2000 No Ice 3.8013 0.02 1/2" Ice 4.0948 0.04 tnxTower Report - version 7.0.7.0 August 07, 2017 100 Ft Self Support Tower Structural Analysis CCI BU No 846423 Project Number CN3-851 R3 16170001, Application 397495, Revision 5 Page 17 Comb. Description No, 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 de - Service Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K ki -ff ki -ft T1 100 - 88 Leg Max Tension 7 13.35 -0.03 -0.00 Max. Compression 2 -17.02 0.06 -0.00 Max. Mx 6 10.52 0.25 -0.00 Max. My 12 -1.43 0.00 -0.13 Max. Vy 18 -3.50 0.06 0.00 Max. Vx 12 1.60 0.00 -0.13 Diagonal Max Tension 9 2.66 0.00 0.00 Max. Compression 20 -2.74 0.00 0.00 Max. Mx 31 0.17 0.01 -0.00 Max. My 4 -2.16 0.00 0.00 Max. Vy 31 -0.01 0.01 -0.00 Max. Vx 14 0.00 0.00 0.00 Top Girt Max Tension 18 0.81 0.00 0.00 Max. Compression 7 -0.79 0.00 0.00 Max. Mx 26 0.03 -0.03 0.00 Max. My 28 0.03 0.00 0.00 Max. Vy 26 0.02 0.00 0.00 Max. Vx 28 -0.00 0.00 0.00 Bottom Girt Max Tension 6 0.30 0.00 0.00 Max. Compression 19 -0.27 0.00 0.00 Max. Mx 26 0.03 -0.03 0.00 Max. My 28 0.02 0.00 0.00 Max. Vy 26 0.02 0.00 0.00 Max. Vx 28 -0.00 0.00 0.00 T2 88 - 80 Leg Max Tension 7 24.22 -0.17 0.00 Max. Compression 2 -30.22 0.23 -0.01 Max. Mx 2 -17.02 0.35 -0.00 Max. My 16 -2.16 0.02 0.13 Max. Vy 18 -5.53 0.23 -0.01 Max. Vx 16 -1.61 0.03 0.03 Diagonal Max Tension 9 4.16 0.00 0.00 Max. Compression 20 -4.27 0.00 0.00 Max. Mx 2 3.15 0.02 0.00 Max. My 18 -3.29 0.00 0.00 Max. Vy 31 -0.01 0.01 -0.00 Max. Vx 18 -0.00 0.00 0.00 T3 80 - 60 Leg Max Tension 7 48.42 -0.23 -0.01 Max. Compression 2 -56.37 0.24 -0.01 Max. Mx 18 -30.32 0.55 0.02 Max. My 21 -2.42 -0.02 -0.20 Max. Vy 18 -4.36 0.25 0.01 tnxTower Report - version 7.0.7.0 August 07, 2017 100 Ft Self Support Tower Structural Analysis CCI BU No 846423 Project Number CN3-851R3/6170001, Application 397495, Revision 5 Page 18 sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K loft kip-ft Max. Vx 16 -1.62 0.00 0.17 Diagonal Max Tension 21 3.57 0.00 0.00 Max. Compression 20 -3.73 0.00 0.00 Max. Mx 2 2.82 0.02 -0.00 Max. My 8 -3.67 -0.01 -0.01 Max. Vy 31 -0.01 0.02 -0.00 Max. Vx 8 0.00 0.00 0.00 Top Girt Max Tension 6 0.15 0.00 0.00 Max. Compression 19 -0.16 0.00 0.00 Max. Mx 26 -0.02 -0.03 0.00 Max. My 29 -0.03 0.00 0.00 Max. Vy 26 0.02 0.00 0.00 Max. Vx 29 -0.00 0.00 0.00 T4 60 - 40 Leg Max Tension 7 68.90 0.20 0.01 Max. Compression 18 -79.23 0.18 0.01 Max. Mx 18 -56.31 0.62 0.03 Max. My 4 -4.86 0.01 -0.30 Max. Vy 18 -4.98 0.18 0.01 Max. Vx 16 -1.69 -0.00 0.16 Diagonal Max Tension 20 3.81 0.00 0.00 Max. Compression 20 -3.90 0.00 0.00 Max. Mx 18 2.99 0.04 0.00 Max. My 6 -3.36 0.00 -0.00 Max. Vy 29 0.02 0.02 0.00 Max. Vx 28 -0.00 0.00 0.00 T5 40 - 20 Leg Max Tension 7 86.91 0.16 0.01 Max. Compression 18 -99.80 0.23 0.01 Max. Mx 18 -79.24 0.59 0.02 Max. My 4 -7.35 -0.02 -0.37 Max. Vy 18 -5.21 0.23 0.01 Max. Vx 16 -1.94 -0.03 0.37 Diagonal Max Tension 20 3.86 0.00 0.00 Max. Compression 20 -3.92 0.00 0.00 Max. Mx 31 0.02 0.05 0.00 Max. My 6 -3.48 0.01 -0.01 Max. Vy 29 0.03 0.05 -0.00 Max. Vx 29 0.00 0.00 0.00 T6 20-0 Leg Max Tension 7 104.25 0.47 0.02 Max. Compression 18 -120.09 0.00 0.00 Max. Mx 19 -98.24 0.70 0.03 Max. My 4 -8.08 -0.03 -0.57 Max. Vy 18 -6.39 0.00 0.00 Max. Vx 16 -1.94 -0.03 0.53 Diagonal Max Tension 20 4.23 0.00 0.00 Max. Compression 20 -4.38 0.00 0.00 Max. Mx 31 -0.31 0.08 0.01 Max. My 6 -3.69 0.02 -0.01 Max. Vy 29 0.03 0.08 -0.01 Max. Vx 6 0.00 0.00 0.00 Maximum Reactions Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Comb. _ Leg C Max. Vert 18 119.58 11.20 -6.23 Max. H. 18 119.58 11.20 -6.23 Max. Hz 7 -103.77 -9.97 5.52 Min. Vert 7 -103.77 -9.97 5.52 Min. H. 7 -103.77 -9.97 5.52 Min. H. 18 119.58 11.20 -6.23 Leg B Max. Vert 10 119.40 -11.02 -6.35 Max. H, 23 -101.75 9.79 5.62 Max. H. 23 -101.75 9.79 5.62 Min. Vert 23 -101.75 9.79 5.62 tnxTower Report - version 7.0.7.0 100 Ft Self Support Tower Structural Analysis Project Number CN3-851 R3 / 6170001, Application 397495, Revision 5 Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Comb_ Min. H. 10 Min. H. 10 Leg A Max. Vert 2 Max. H. 20 Max. H. 2 Min. Vert 15 Min. H. 9 Min. H. 15 119.40 -11.02 -6.35 119.40 -11.02 -6.35 119.13 0.17 12.72 6.65 1.43 0.44 119.13 0.17 12.72 -102.30 -0.15 -11.30 6.25 -1.40 0.42 -102.30 -0.15 -11.30 August 07, 2017 CCI BU No 846423 Page 19 Tower Mast Reaction Summary Torque Load Vertical Shear, Shear, Overturning Overturning Combination Moment, Mx Moment, M, K K K ki ft ki ft hi -R Dead Only 18.33 0.00 -0.00 -0.39 -7.44 0.00 1.2 Dead+1.6 Wind 0 deg - No Ice 22.00 0.11 -20.78 -1419.49 -18.97 4.31 0.9 Dead+1.6 Wind 0 deg - No Ice 16.50 0.11 -20.79 -1417.89 -16.71 4.30 1.2 Dead+1.6 Wind 30 deg - No Ice 22.00 9.97 -17.06 -1182.38 -701.51 5.61 0.9 Dead+1.6 Wind 30 deg - No Ice 16.50 9.97 -17.06 -1181.01 -698.53 5.61 1.2 Dead+1.6 Wind 60 deg - No Ice 22.00 17.26 -9.96 -692.68 -1206.15 5.04 0.9 Dead+1.6 Wind 60 deg - No Ice 16.50 17.27 -9.96 -691.83 -1202.64 5.04 1.2 Dead+1.6 Wind 90 deg - No Ice 22.00 19.74 -0.09 -9.63 -1375.13 2.95 0.9 Dead+1.6 Wind 90 deg - No Ice 16.50 19.74 -0.09 -9.49 -1371.45 2.95 1.2 Dead+1.6 Wind 120 deg - No Ice 22.00 18.03 10.30 700.06 -1238.91 0.27 0.9 Dead+1.6 Wind 120 deg - No Ice 16.50 18.03 10.30 699.45 -1235.38 0.27 1.2 Dead+1.6 Wind 150 deg - No Ice 22.00 9.81 16.97 1172.23 -685.65 -1.71 0.9 Dead+1.6 Wind 150 deg - No Ice 16.50 9.81 16.97 1171.12 -682.69 -1.70 1.2 Dead+1.6 Wind 180 deg - No Ice 22.00 -0.08 19.79 1370.11 -0.62 -3.98 0.9 Dead+1.6 Wind 180 deg - No Ice 16.50 -0.08 19.79 1368.79 1.62 -3.97 1.2 Dead+1.6 Wind 210 deg - No Ice 22.00 -10.00 17.06 1180.88 685.37 -5.48 0.9 Dead+1.6 Wind 210 deg - No Ice 16.50 -10.00 17.06 1179.76 686.89 -5.47 1.2 Dead+1.6 Wind 240 deg - No Ice 22.00 -18.15 10.47 716.40 1232.06 -5.14 0.9 Dead+1.6 Wind 240 deg - No Ice 16.50 -18.15 10.47 715.77 1233.01 -5.13 1.2 Dead+1.6 Wind 270 deg - No Ice 22.00 -19.76 0.10 8.73 1359.06 -2.83 0.9 Dead+1.6 Wind 270 deg - No Ice 16.50 -19.77 0.10 8.84 1359.87 -2.83 1.2 Dead+1.6 Wind 300 deg - No Ice 22.00 -17.19 -9.81 -677.24 1180.96 -0.36 0.9 Dead+1.6 Wind 300 deg - No Ice 16.50 -17.20 -9.81 -676.40 1181.95 -0.37 1.2 Dead+1.6 Wind 330 deg - No Ice 22.00 -9.83 -16.96 -1172.68 669.45 1.80 0.9 Dead+1.6 Wind 330 deg - No Ice 16.50 -9.83 -16.96 -1171.33 670.99 1.79 1.2 Dead+1.0 Ice+1.0 Temp 32.93 -0.00 0.00 -1.09 -17.71 0.00 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 32.93 0.01 -2.16 -146.85 -18.25 0.41 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 32.93 1.02 -1.75 -120.71 -87.48 0.49 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 32.93 1.82 -1.05 -72.54 -141.67 0.41 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 32.93 2.03 -0.00 -1.55 -156.19 0.18 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32.93 1.88 1.08 71.30 -144.23 -0.07 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 32.93 1.01 1.75 118.06 -86.69 -0.24 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 32.93 -0.00 2.09 141.17 -17.34 -0.39 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 32.93 -1.02 1.75 118.47 52.18 -0.48 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 32.93 -1.89 1.09 72.13 109.41 -0.41 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 32.93 -2.03 0.00 -0.64 120.90 -0.17 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 32.93 -1.82 -1.04 -71.78 105.93 0.06 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 32.93 -1.01 -1.75 -120.20 51.39 0.24 Dead+Wind 0 deg - Service 18.33 0.03 -6.47 -442.00 -10.58 1.34 Dead+Wind 30 deg - Service 18.33 3.11 -5.31 -368.21 -222.99 1.75 Dead+Wind 60 deg - Service 18.33 5.38 -3.10 -215.82 -380.04 1.57 Dead+Wind 90 deg - Service 18.33 6.15 -0.03 -3.25 -432.62 0.92 Dead+Wind 120 deg - Service 18.33 5.62 3.21 217.61 -390.23 0.08 Dead+Wind 150 deg - Service 18.33 3.05 5.28 364.56 -218.05 -0.53 Dead+Wind 180 deg - Service 18.33 -0.03 6.16 426.14 -4.87 -1.24 Dead+Wind 210 deg - Service 18.33 -3.11 5.31 367.25 208.61 -1.70 Dead+Wind 240 deg - Service 18.33 -5.65 3.26 222.69 378.75 -1.60 Dead+Wind 270 deg - Service 18.33 -6.16 0.03 2.46 418.27 -0.88 Dead+Wind 300 deg - Service 18.33 -5.36 -3.05 -211.01 362.85 -0.11 Dead+Wind 330 de - Service 18.33 -3.06 -5.28 -365.19 203.66 0.56 tnxTower Report - version 7.0.7.0 August 07, 2017 100 Ft Self Support Tower Structural Analysis CCI BU No 846423 Project Number CN3-851R3 / 6170001, Application 397495, Revision 5 Page 20 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 1 0.00 -18.33 0.00 -0.00 18.33 0.00 0.000% 2 0.11 -22.00 -20.79 -0.11 22.00 20.78 0.014% 3 0.11 -16.50 -20.79 -0.11 16.50 20.79 0.011 % 4 9.97 -22.00 -17.07 -9.97 22.00 17.06 0.018% 5 9.97 -16.50 -17.07 -9.97 16.50 17.06 0.016% 6 17.27 -22.00 -9.97 -17.26 22.00 9.96 0.022% 7 17.27 -16.50 -9.97 -17.27 16.50 9.96 0.019% 8 19.75 -22.00 -0.09 -19.74 22.00 0.09 0.018% 9 19.75 -16.50 -0.09 -19.74 16.50 0.09 0.016% 10 18.03 -22.00 10.30 -18.03 22.00 -10.30 0.014% 11 18.03 -16.50 10.30 -18.03 16.50 -10.30 0.011 % 12 9.81 -22.00 16.97 -9.81 22.00 -16.97 0.018% 13 9.81 -16.50 16.97 -9.81 16.50 -16.97 0.015% 14 -0.08 -22.00 19.80 0.08 22.00 -19.79 0.021 % 15 -0.08 -16.50 19.80 0.08 16.50 -19.79 0.019% 16 -10.00 -22.00 17.06 10.00 22.00 -17.06 0.018% 17 -10.00 -16.50 17.06 10.00 16.50 -17.06 0.016% 18 -18.15 -22.00 10.47 18.15 22.00 -10.47 0.014% 19 -18.15 -16.50 10.47 18.15 16.50 -10.47 0.011 % 20 -19.77 -22.00 0.09 19.76 22.00 -0.10 0.018% 21 -19.77 -16.50 0.09 19.77 16.50 -0.10 0.015% 22 -17.20 -22.00 -9.81 17.19 22.00 9.81 0.021 % 23 -17.20 -16.50 -9.81 17.20 16.50 9.81 0.019% 24 -9.83 -22.00 -16.97 9.83 22.00 16.96 0.018% 25 -9.83 -16.50 -16.97 9.83 16.50 16.96 0.015% 26 0.00 -32.93 0.00 0.00 32.93 -0.00 0.000% 27 0.01 -32.93 -2.16 -0.01 32.93 2.16 0.002% 28 1.02 -32.93 -1.75 -1.02 32.93 1.75 0.002% 29 1.82 -32.93 -1.05 -1.82 32.93 1.05 0.002% 30 2.03 -32.93 -0.00 -2.03 32.93 0.00 0.002% 31 1.88 -32.93 1.08 -1.88 32.93 -1.08 0.002% 32 1.01 -32.93 1.75 -1.01 32.93 -1.75 0.002% 33 -0.00 -32.93 2.09 0.00 32.93 -2.09 0.002% 34 -1.02 -32.93 1.75 1.02 32.93 -1.75 0.002% 35 -1.89 -32.93 1.09 1.89 32.93 -1.09 0.002% 36 -2.03 -32.93 0.00 2.03 32.93 -0.00 0.002% 37 -1.82 -32.93 -1.04 1.82 32.93 1.04 0.002% 38 -1.01 -32.93 -1.75 1.01 32.93 1.75 0.002% 39 0.03 -18.33 -6.47 -0.03 18.33 6.47 0.007% 40 3.11 -18.33 -5.31 -3.11 18.33 5.31 0.007% 41 5.38 -18.33 -3.10 -5.38 18.33 3.10 0.008% 42 6.15 -18.33 -0.03 -6.15 18.33 0.03 0.007% 43 5.62 -18.33 3.21 -5.62 18.33 -3.21 0.007% 44 3.06 -18.33 5.29 -3.05 18.33 -5.28 0.007% 45 -0.03 -18.33 6.16 0.03 18.33 -6.16 0.007% 46 -3.11 -18.33 5.31 3.11 18.33 -5.31 0.007% 47 -5.65 -18.33 3.26 5.65 18.33 -3.26 0.006% 48 -6.16 -18.33 0.03 6.16 18.33 -0.03 0.007% 49 -5.36 -18.33 -3.05 5.36 18.33 3.05 0.007% 50 -3.06 -18.33 -5.28 3.06 18.33 5.28 0.007% Non -Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00048651 3 Yes 4 0.00000001 0.00035614 4 Yes 4 0.00000001 0.00052027 5 Yes 4 0.00000001 0.00038944 6 Yes 4 0.00000001 0.00054881 7 Yes 4 0.00000001 0.00041749 8 Yes 4 0.00000001 0.00051985 tnxTower Report - version 7.0.7.0 August 07, 2017 100 Ft Self Support Tower Structural Analysis CCI BU No 846423 Project Number CN3-851R3 / 6170001, Application 397495, Revision 5 Page 21 9 Yes 4 0.00000001 0.00038931 10 Yes 4 0.00000001 0.00048603 11 Yes 4 0.00000001 0.00035586 12 Yes 4 0.00000001 0.00051822 13 Yes 4 0.00000001 0.00038793 14 Yes 4 0.00000001 0.00054808 15 Yes 4 0,00000001 0.00041698 16 Yes 4 0.00000001 0.00051867 17 Yes 4 0.00000001 0.00038803 18 Yes 4 0.00000001 0.00048600 19 Yes 4 0.00000001 0.00035573 20 Yes 4 0.00000001 0,00051823 21 Yes 4 0.00000001 0.00038782 22 Yes 4 0.00000001 0,00054769 23 Yes 4 0.00000001 0.00041666 24 Yes 4 0.00000001 0.00051828 25 Yes 4 0,00000001 0.00038792 26 Yes 4 0.00000001 0.00006422 27 Yes 4 0.00000001 0.00043328 28 Yes 4 0.00000001 0.00044211 29 Yes 4 0.00000001 0.00046078 30 Yes 4 0.00000001 0.00045241 31 Yes 4 0.00000001 0.00045295 32 Yes 4 0.00000001 0.00042561 33 Yes 4 0.00000001 0.00041389 34 Yes 4 0.00000001 0.00038374 35 Yes 4 0.00000001 0.00038186 36 Yes 4 0.00000001 0.00036593 37 Yes 4 0.00000001 0.00038723 38 Yes 4 0.00000001 0.00039792 39 Yes 4 0.00000001 0.00040834 40 Yes 4 0.00000001 0.00041847 41 Yes 4 0.00000001 0.00042714 42 Yes 4 0.00000001 0.00041779 43 Yes 4 0.00000001 0.00040778 44 Yes 4 0.00000001 0.00041613 45 Yes 4 0.00000001 0.00042549 46 Yes 4 0.00000001 0.00041671 47 Yes 4 0.00000001 0.00040741 48 Yes 4 0.00000001 0.00041604 49 Yes 4 0.00000001 0.00042503 50 Yes 4 0.00000001 0.00041617 Maximum Tower Deflections - Service Wind Section Elevation Hors. Gov. Tilt Twist No. Deflection Load ft in Comb. T1 100 - 88 2.132 43 0.1790 0.0132 T2 88 - 80 1.677 43 0.1721 0.0131 T3 80 - 60 1.386 43 0.1605 0.0115 T4 60 - 40 0.780 43 0.1129 0.0065 T5 40 - 20 0.359 43 0.0763 0.0040 T6 20 - 0 0.099 43 0.0357 0.0018 Critical Deflections and Radius of Curvature - Service Wind Appurtenance Radius of Gov. Deflection Tilt Twist Elevation Load Curvature ft Comb. in _ ft 100, Flash Beacon Lighting 43 2.132 0.1790 0.0132 183020 98' (2) Miscellaneous [NA 509-31 43 2.056 0.1783 0.0133 183020 94' DFPD1-52 43 1.903 0.1766 0.0134 152516 84' HEX336CW000OG w/ pipe mount 43 1.529 0.1672 0.0124 38935 77' SC2-19OBB 43 1.283 0.1543 0.0107 25868 63' 738-454 43 0.859 0.1199 0.0071 24445 tnxTower Report - version 7.0.7.0 August 07, 2017 100 Ft Self Support Tower Structural Analysis CCI BU No 846423 Project Number CN3-851R3 / 6170001, Application 397495, Revision 5 Page 22 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° ° T1 100 - 88 6.814 19 0.5717 0.0425 T2 88 - 80 5.360 19 0.5492 0.0421 T3 80 - 60 4.431 19 0.5122 0.0369 T4 60 - 40 2.495 19 0.3603 0.0209 T5 40 - 20 1.151 19 0.2434 0.0130 T6 20 - 0 0.317 19 0.1139 0.0058 Critical Deflections and Radius of Curvature - Design Wind Radius of Elevation Appurtenance Gov. Deflection Tilt Twist Load Curvature ft Comb. in ft 100' Flash Beacon Lighting 19 6.814 0.5717 0.0425 57930 98' (2) Miscellaneous [NA 509-3] 19 6.570 0.5693 0.0428 57930 94' DFPD1-52 19 6.083 0.5636 0.0431 48275 84' HEX336CW000OG w/ pipe mount 19 4.888 0.5335 0.0399 12348 77' SC2-190BB 19 4.103 0.4926 0.0344 8190 63' 738-454 19 2.747 0.3826 0.0230 7688 Bolt Design Data Allowable Criteria Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt K Allowable K Ti 100 Diagonal A325N 0.6250 1 2.66 6.83 0.389 1 Member Block Shear Top Girt A325N 0.6250 1 0.81 6.83 0.119 1 Member Block Shear T2 88 Leg A325N 0.8750 4 6.05 40.59 0.149 1 Bolt Tension Diagonal A325N 0.6250 1 4.16 6.83 0.608 1 Member Block Shear T3 80 Leg A325N 0.8750 4 12.10 40.59 0.298 1 Bolt Tension Diagonal A325N 0.6250 1 3.57 6.83 0.522 1 Member Block Shear Top Girt A325N 0.6250 1 0.15 6.83 0.022 1 Member Block Shear T4 60 Leg A325N 0.8750 4 17.22 40.59 0.424 1 Bolt Tension Diagonal A325N 0.6250 1 3.81 7.83 0.487 1 Member Bearing T5 40 Leg A325N 0.8750 4 21.73 40.59 0.535 1 Bolt Tension Diagonal A325N 0.6250 1 3.86 7.83 0.493 1 Member Bearing T6 20 Diagonal A325N 0.6250 1 4.23 7.83 0.540 1 Member Bearing tnxTower Report - version 7.0.7.0 August 07, 2017 100 Ft Self Support Tower Structural Analysis CCI BU No 846423 Project Number CN3-851R3 / 6170001, Application 397495, Revision 5 Page 23 Compression Checks Leg Design Data (Compression) Section Elevation Size L Lu KI/r A Pu OPn Ratio No. P ft ft ft inZ K K V. T1 100 - 88 ROHN 3 STD 12' 1" 0.9 2.2285 -17.02 100.28 0.170 K=1.00 T2 88 - 80 ROHN 3 STD 8' 1" 0.9 2.2285 -30.22 100.28 0.3011 K=1.00 T3 80 - 60 ROHN 3 STD 20'13/32" 4'11-19/32" 51.2 2.2285 -53.12 82.78 0.642' K=1.00 T4 60 - 40 ROHN 3.5 EH 20'13/32" 67-15/32" 60.8 3.6784 -75.13 126.31 0.595' K=1.00 T5 40 - 20 ROHN 3.5 X-STR 20'13/32" 67-15/32" 60.8 3.6784 -96.15 126.30 0.7611 K=1.00 T6 20 - 0 ROHN 4 X-STR 20'3/8" 67-15/32" 53.8 4.4074 -116.19 160.50 0.724' K=1.00 1 P � / op, controls Diagonal Design Data Compression Section Elevation Size L L KI/r A P" OP" Ratio No. P ft It ft inZ K K op,, T1 100 - 88 L2x2x3/16 7'8-23132" 3'&15116" 111.8 0.7150 -2.74 12.00 0.228' K=1.03 T2 88 - 80 L2x2x3/16 7'8-29/32" 37-1/32" 111.9 0.7150 -4.27 11.98 0.356' K=1.02 T3 80 - 60 L2x2x3/16 9'9-21/32" 4'9-1/8" 145.0 0.7150 -3.49 7.69 0.454' K=1.00 T4 60-40 L2 1/2x2 1/2x3/16 12'3-11/16" 6'13/32" 146.2 0.9020 -3.90 9.53 0.409' K=1.00 T5 40 - 20 L2 1/2x2 1/2x3/16 14'25/32" 6-11" 167.7 0.9020 -3.92 7.25 0.540' K=1.00 T6 20 - 0 L3x3x3/16 169-1/2" 7'8-29/32" 155.9 1.0900 -4.38 10.13 0.432' K=1.00 1 P / op. controls Top Girt Design Data (Compression) Ratio Section Elevation Size L L KI/r A P op" No. P ft ft ft inZ K K op,, Ti 100-88 L2x2x3ll6 67-114" 6718" 185.0 0.7150 -0.79 4.72 0.166' K=1.00 T3 80 - 60 L2x2x3/16 6'8-11/32" 6'1-31/32" 187.8 0.7150 -0.16 4.58 0.034' K=1.00 1 P " / oP„ controls tnxTower Report - version 7.0.7.0 August 07, 2017 100 Ft Self Support Tower Structural Analysis CCI BU No 846423 Project Number CN3-851R3 / 6170001, Application 397495, Revision 5 Page 24 Bottom Girt Design Data (Compression) Section Elevation Size L L KI/r A P OPn Ratio NO. Pu ft ft ft inz K K $Pn T1 100 - 88 L2x2x3/16 67-27/32" 6'4-11/32" 165.4 0.7150 -0.27 5.91 0.046' K=0.85 1 P / e controls Tension Checks Leg Design Data (Tension) A P op Ratio Section Elevation Size L L KI/r No. P It ft ft in2 K K pp T1 100 - 88 ROHN 3 STD ix 1" 0.9 2.2285 13.35 100.28 0A33' T2 88 - 80 ROHN 3 STD 8' 1" 0.9 2.2285 24.22 100.28 0.242' T3 80 - 60 ROHN 3 STD 20'l3/32" 1" 0.9 2.2285 48.42 100.28 0.483' T4 60 - 40 ROHN 3.5 EH 20'13/32" 1" 0.8 3.6784 68.90 165.53 0.416' T5 40 - 20 ROHN 3.5 X-STR 20'13/32" 1" 0.8 3.6784 86.91 165.53 0.525' T6 20 - 0 ROHN 4 X-STR 20'3/8" 1" 0.7 4.4074 104.25 198.34 0.526' 1 P u / op, controls Diagonal Design Data Tension Section Elevation Size L L KI/r A P �Pn Ratio No. P ft ft ft inz K K 01"" Ti 100 - 88 L2x2x3/16 78-2313V 3'6-15/1$" 71.9 0.4308 2.66 18.74 0,142 r T2 88 - 80 L2x2x3/16 7'8-29/32" 3'7-1/32" 72.1 0.4308 4.16 18.74 0.222' T3 80 - 60 L2x2x3/16 8'6-7/16" 41-5/8" 82.7 0.4308 3.57 18.74 0.190' T4 60 - 40 L2 1/2x2 1/2x3/16 12'3-11/16" 6'13/32" 94.9 0.5710 3.81 24.84 0.153' T5 40 - 20 L2 1/2x2 1/2x3/16 14'25/32" 6-11" 108.5 0.5710 3.86 24.84 0.155' T6 20 - 0 L3x3x3/16 169-1/2" 7'8-29/32" 100.5 0.7120 4.23 30.97 0.136' 1 P„ / op, controls Section Elevation No. Size Top Girt Design Data Tension L KI/r A P op" Ratio P. ft ft ft inz K K OP. T1 100 - 88 L2x2x3/16 67-1/4" 6-718" 122.8 0.4308 0.81 18.74 0.043' T3 80 - 60 L2x2x3/16 6'8-11/32" 6'1-31/32" 124.6 0.4308 0.15 18.74 0.008' 1 P / �Pn controls tnxTower Report - version 7.0.7.0 100 Ft Self Support Tower Structural Analysis Project Number CN3-851R3 / 6170001, Application 397495, Revision 5 August 07, 2017 CC/ BU No 846423 Page 25 Bottom Girt Design Data(Tension) Section Elevation Size L L K11r A P� OPn Ratio No. P ft ft ft in2 K K OP" T1 100 - 88 L2x2x3/16 6'7-27/32" 6'4-11/32" 123.7 0.7150 0.30. 23.17 0.013' 1 P / wn controls Section Capacity Table Section No. Elevation ft Component Type Size Critical Element P K op.w. K % Capacity Pass Fail T1 100 - 88 Leg ROHN 3 STD 3 -17.02 100.28 17.0 Pass T2 88 - 80 Leg ROHN 3 STD 30 -30.22 100.28 30.1 Pass T3 80 - 60 Leg ROHN 3 STD 45 -53.12 82.78 64.2 Pass T4 60 - 40 Leg ROHN 3.5 EH 73 -75.13 126.31 59.5 Pass T5 40 - 20 Leg ROHN 3.5 X-STR 94 -96.15 126.30 76.1 Pass T6 20 - 0 Leg ROHN 4 X-STR 115 -116.19 160.50 72.4 Pass T1 100 - 88 Diagonal L2x2x3/16 10 -2.74 12.00 22.8 Pass 38.9 (b) T2 88 - 80 Diagonal L2x2x3/16 31 -4.27 11.98 35.6 Pass 60.8 (b) T3 80 - 60 Diagonal L2x2x3/16 49 -3.49 7.69 45.4 Pass 52.2 (b) T4 60-40 Diagonal L21/2x21/2x3/16 76 -3.90 9.53 40.9 Pass 48.7 (b) T5 40-20 Diagonal L2 1/2x2 1/2x3/16 97 -3.92 7.25 54.0 Pass T6 20-0 Diagonal L3x3x3/16 118 -4.38 10.13 43.2 Pass 54.0 (b) T1 100 - 88 Top Girt L2x2x3/16 5 -0.79 4.72 16.6 Pass T3 80 - 60 Top Girt L2x2x3/16 47 -0.16 4.58 3.4 Pass T1 100 - 88 Bottom Girt L2x2x3/16 8 -0.27 5.91 4.6 Pass Summary Leg (T5) 76.1 Pass Diagonal (T2) 60.8 Pass Top Girt (T1) 16.6 Pass Bottom Girt (T1) 4.6 Pass Bolt Checks 60.8 Pass RATING = 76.1 Pass tnxTower Report - version 7.0.7.0 APPENDIX B BASE LEVEL DRAWING tnxTower Report - version 7.0.7.0 §t to Pp EMU4lk191KM4] ADDITIONAL CALCULATIONS tnxTower Report - version 7.0.7.0 Anchor Rod Check for Self Supporting Towers TIA-222-G. Section 4.9.9 Site Data B U#: 846423 Site Name: Federal Way App #: 397495 Rev. 5 Anchor Rod Data Qty: 4 Diam: 1 jin Rod Material: A354 Gr. BC (1/4 to 2-1/2 Strength Fu : 125 ksi Yield F : 109 Iksi " Rod Circle: in * e: in * # of Rods 1 or 2 Mu= Pu x el Ift-kips * Only enter rod circle, offset (e) and number of anchor rods at the extreme fiber to consider if eccentric load due to leg reinforcement exist. Incl.) Rev. 6.1 MCCA�TLE Reactions Eta Factor, 0 0.55 Detail T pe Uplift, Pu: 104 kips Shear, Vu: 11 kips ar In Mu = 0.65*1a,*Vft-kips Anchor Rod Results: Max Rod (Cu+ Vu/r ): 31.0 Kips Design Axial, cO*Fu*Anet: 60.6 Kips Anchor Rod Stress Ratio: 51.2% If Applicable; Anchor Rod Results with Bending Considered: When the clear distance from the top of concrete to the bottom of level nut excceeds 1.0 times the diameter of the anchor rod, the follotnfing interaction equation shall also be satisfied (see Figure 4-4 of Rev. G): (V./�R")2 + I(P./oRnt) + (Mt,/0Rnm)) < = 1 C—a-�)A 0Rn�0*0.45*Fb*Ab= kips R B4 ° Ei ORnt=O*Fu*Anet= kips 0Rnm=0*Fy*Z= ft-kips SECTION A -A SECTION B-B Detail Type (a) Detail Type (b) =G.90 YZ c 0-76) c C D"Zo L e �cn SnRVR nsst Gxxrn GA1Ct6� ll++ �l SECTION C-C SECTION D-D Detail Type (o) Detail Type (d) Maximum Acceptable Ratio: 105 % yt ¢• Ss (See Note 1 helow) =o.sa Governing Stress Ratio: 51.2% Pass Figure 4-4 of TIA-222-G CN3-851 R3 SST Anchor Rod Check For Rev G-Rev 6.1 091912 m• MORRISON HERSHFIEL0 Caisson Analysis - ANSI/TIA-222-G Project Number: Date: Site Number: Site Name: Location: Caisson Above Grade: Caisson Diameter: Caisson Depth: Depth to Water Table: Snil Prnfile- CN3-851 R3 / 6170001 8/7/2017 846423 Federal Wav Lea 0.5 2.5 18 200 ft ft ft ft (200 if not applicable) Layer Initial Depth Final Depth Ultimate Tension Skin Friction (psf) Ultimate Tension Side Shear Capacity (kips) Ultimate Compression Skin Friction (psf) Ultimate Compression Side Shear Capacity (kips) 1 0 3 0 0.0 0 0.0 2 3 18 1500 176.7 1500 176.7 3 0 0 0 0.0 0 0.0 4 0 0 0 0.0 0 0.0 5 0 0 0 0.0 0 0.0 6 0 0 0 0.0 0 0.0 7 0 0 0 0.0 0 0.0 8 0 0 0 0.0 0 0.0 9 0 0 0 0.0 0 0.0 10 0 0 0 0.0 0 0.0 11 0 0 01 0.0 0 0.0 Total Ultimate Tension Side Shear Capacity: 176.7 kips Total Ultimate Compression Side Shear Capacity = 176.7 kips Os = 0.75 OsRs = 132.5 kips Ultimate End Bearing Pressure: 28.500 psf Os = 0.75 O1sRs = 104.9 kips Unfactored Weight of Concrete 13.6 kips Tension OJcWc (includes buoyancy) = 12.3 kips Compression OJcWc = 16.3 kips ANSI/TIA-222-G Compression Load = 120.0 kips Total Compression Load (1.2D + 1.6W) = 136.3 kips Compression Capacity = 67.4% Pass ANSI/TIA-222-G Tension Load =1 104.0 kips Tension Capacity = 71.8% Pass CN3-851 R3_Caisson Compression & Tension G (v 3.0) 8/7/2017 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: 11/6/17 TO: Cole Elliott, Development Services Manager Peter Lawrence, Plans Examiner Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue FROM: Dave Van De Weghe, Planning FOR DRC MTG. ON: No meeting. Email comments to Dave by 11/17/17. FILE NUMBER(s) : 17-105154-00-UP RELATED FILE NOS.: None PROJECT NAME: 846423 Verizon New Colocation PROJECT ADDRESS: 1622 S 344TH ST ZONING DISTRICT: CE PROJECT DESCRIPTION: Install (3) antennas, (1) MW dish, (6) RRU's, (1) hybrid line, (1) MW feeder, (1) junction box, (3) equipment cabinets and H-Frame within existing compound. LAND USE PERMITS: UP I PROJECT CONTACT: ANDI SPENCER, 206-336-2867 MATERIALS SUBMITTED: Plan Set RECEIVED OCT 2 5 2017 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT RETURN ADDRESS: After Recording Return to: Crown Castle 1220 Augusta, Suite 600 Houston, TX 77057 Attn: PEP Document Title: Reference Number(s) of Related Documents: Landlord(s): Tenant(s): Legal Description: Assessor's Tax Parcel ID Number: Site ID: Electronically Recorded 20150601001342 SIMPLIFILE AG Page 001 of 008 06/01/2015 04:24 King County, WA Memorandum of Third Amendment to Site Lease Agreement November 3, 1989 at #8911030922 79.00 Greenfingers, L.L.C., a Washington limited liability company NCWPCS MPL 21 - Year Sites Tower Holdings LLC, a Delaware limited liability company Tracts 2 & 3, King County Short Plat No. 876032, recorded under Recording Number 7609280733; records of King County, WA 212104-9089 Federal Way (BUN 846423) The County Auditor will rely on the information provided on this form. The Staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. Sign below only if your document is Non -Standard. 1 am requesting an emergency non-standard recording for an additional fee as provided in RCW 36.18.010. I understand that the rccording processing requirements may cover up or otherwise obscure some parts of the text of the original document. Fee for non-standard processing is $150. Signature of Requesting Party MEMORANDUM OF THIRD AMENDMENT TO SITE LEASE AGREEMENT This Memorandum of Third Amendment to Site Lease Agreement is made effective this day of ( 2015 by and between GREENFINGERS, L.L.C., a Washington limited liability company (hereinafter referred to as "Landlord") and NCWPCS MPL 21 - YEAR SITES TOWER HOLDINGS LLC, a Delaware limited liability company, by and through its Attorney In Fact, CCATT LLC, a Delaware limited liability company (hereinafter referred to as "Tenant") 1. WACO, Partners ("Original Landlord") and Interstate Mobilephone Company ("Original Tenant") entered into a Site Lease Agreement dated August 28, 1989, a memorandum of which was recorded on November 3, 1989 at Instrument No. 8911030922 (the "Original Lease") whereby Original Tenant leased certain real property, together with access and utility easements, located in King County, Washington from Original Landlord (the "Premises"), all located within certain real property owned by Original Landlord ("Landlord's Property"). Landlord's Property, of which the Premises is a part, is more particularly described on Exhibit A attached hereto. 2. The Original Lease was amended by that certain Amendment to Site Lease Agreement dated November 6, 1989 ("First Amendment"), and by that certain Amendment to Site Lease Agreement dated March 27, 1990 ("Second Amendment") (hereinafter the Original Lease and all subsequent amendments are collectively referred to as the "Lease") 3. Greenfmgers, L.L.C. is currently the Landlord under the Lease as the current owner of Landlord's Property, as more fully set forth in the Statutory Warranty Deed recorded on December 19, 2008 at Instrument No. 20081219000724, in the official records of King County, Washington. 4. NCWPCS MPL 21 - Year Sites Tower Holdings LLC is currently the Tenant under the Lease as successor in interest to the Original Tenant. Site Name: Federal Way 2 Business Unit 4: 846423 5. The Lease had an initial term that commenced on January 1, 1990 and expired on Janugry 3 i, °1995-. The Lease provides for five extensions of five years eack -all- five of which - were exercised by Tenant (each extension is referred to as a "Renewal Term"). According to the Lease, the final Renewal Term expires January 31, 2020. 6. Landlord and Tenant have entered into a Third Amendment to Site Lease Agreement (the "Third Amendment"), of which this is a Memorandum, providing for six additional Renewal Terms of five years each. Pursuant to the Third Amendment, the final Renewal Term expires on January 31, 2050. 7. By the Third Amendment, Landlord granted to Tenant the right of first refusal to purchase a portion of the Landlord's Property, under the following terms: If Landlord receives an offer from any person or entity that owns towers or other wireless telecommunications facilities (or is in the business of acquiring Landlord's interest in the Lease) to purchase fee title, an easement, a lease, a license, or any other interest in the Premises, or Landlord's interest in the Lease, or an option for any of the foregoing, Landlord shall provide written notice to Tenant of said offer, and Tenant shall have a right of first refusal to acquire such interest on the same terms and conditions in the offer, excluding any terms or conditions which are (i) not imposed in good faith or (ii) directly or indirectly designed to defeat or undermine Tenant's possessory or economic interest in the Premises. Landlord's notice shall include the prospective buyer's name, the purchase price and/or other consideration being offered, the other terms and conditions of the offer, the due diligence period, and the proposed closing date. If the Landlord's notice shall provide for a due diligence period of less than sixty (60) days, then the due diligence period shall be extended to be sixty (60) days from exercise of the right of first refusal and closing shall occur no earlier than fifteen days thereafter. If Tenant does not exercise its right of first refusal by written notice to Landlord given within thirty (30) days, Landlord may convey the property as described in the Landlord's notice. If Tenant declines to exercise its right of first refusal, then the Lease shall continue in full force and effect and Tenant's right of first refusal shall survive any such conveyance. Tenant shall have the right, at its sole discretion, to assign the right of first refusal to any person or entity, either separate from an assignment of the Lease or as part of an assignment of the Lease. Such assignment may occur either prior to or after Tenant's receipt of Landlord's notice and the assignment shall be effective upon written notice to Landlord. Site Name: Federal Way 3 Business Unit #: 846423 8. If requested by Tenant, Landlord will execute, at Tenant's sole cost and expense, all documents required --by -any -governmental-authnrityin connection with-anydevelopment of; or construction on, the Premises, including documents necessary to petition the appropriate public bodies for certificates, permits, licenses and other approvals deemed necessary by Tenant in Tenant's absolute discretion to utilize the Premises for the purpose of constructing, maintaining and operating communications facilities, including without limitation, tower structures, antenna support structures, cabinets, meter boards, buildings, antennas, cables, equipment and uses incidental thereto. Landlord agrees to be named applicant if requested by Tenant. In furtherance of the foregoing, Landlord hereby appoints Tenant as Landlord's attorney -in -fact to execute all land use applications, permits, licenses and other approvals on Landlord's behalf. Landlord shall be entitled to no further consideration with respect to any of the foregoing matters. 9. The terms, covenants and provisions of the Third Amendment shall extend to and be binding upon the respective executors, administrators, heirs, successors and assigns of Landlord and Tenant. 10. This Memorandum does not contain the social security number of any person. 11. A copy of the Third Amendment is on file with Landlord and Tenant. [Execution Pages Follow] Site Name: Federal Way 4 Business Unit #: 846423 IN WITNESS WHEREOF, hereunto and to duplicates hereof, Landlord and Tenant have caused this Memorandum to be duly executed on the day and year first written above. LANDLORD: GREENFINGERS, L.L.C., a Washington limited liability company By: J �ah�� L�f►+e Print Name: Title: YAA VX A A, LIMITED LIABILITY COMPANY STATE OF Wfj) )SS. COUNTY OF Y-- & ) I certify that I know or have satisfactory evidence that. -*S QA k) j P, 1 jAA 1T6 is the person who appeared before me, and said person acknowledged that said person signed this Memorandum of Third Amendment to Site Lease Agreement, on oath stated that said person was authorized to execute the instrument and acknowledged it as the LAW32WfPJD of GREENFINGERS, L.L.C., to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED:D! 5 Notary Seal WIC State of Washington ASHLEY SILLIVAN rMy'�AppoiMment Expires Mar 2, 2019 Site Name: Federal Way Business Unit #: 846423 (Legibly Print or Stamp Name of Notary) Notary Public in and for the State of WPr My appointment expires: NVW-- . 11— ��!9 IN WITNESS WHEREOF, hereunto and to duplicates hereof, Landlord and Tenant have caused this Memorandum to be duly executed on the day and year first written above. LANDLORD: GREENFINGERS, L.L.C., a Washington limited liability company By: &� /xi�— PrintNai-ne:— Q�hw' Cry►� Title: 1041- lete' LIMITED LIABILITY COMPANY STATE OF A ) )SS. COUNTY OF ) I certify that I know or have satisfactory evidence that DeU LS.E: 1AWE is the person who appeared before me, and said person acknowledged that said person signed this Memorandum of Third Amendment to Site Lease Agreement, on oath stated that said person was authorized to execute the instrument and acknowledged it as the l hllvu gyp_ of GREENFINGERS, L.L.C., to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED:'-:4I Notary Seal F tary Public of WashingtonLEY SILLIVANnt Expires Mar 2, 2A19 Site Name: federal Way Business Unit N: 846423 (Legibly Print or Stamp Name of Notary) Notary Public in and for the State of A My appointment expires; �1fIPCY�_ '.Z . � 19 5 TENANT: NCWPCS MPL 21 - YEAR SITES TOWER . HOLDINGS LLC, _& D W@ wqnz A =e.� lialb Lil_ity company By: CCATT LLC, a Delaware limited liability company Its: Attorney In Fact By: Print Name: _L65_ A. SjedgOd Title: RET Manager LIMITED LIABILITY COMPANY STATE OF �K ) )SS. COUNTY OFc�'. ) I certify that I know or have satisfactory evidence that ' is A • "),I c6" C rti is the person who appeared before me, and said person acknowledged that said person signed this Memorandum of Third Amendment to Site Lease Agreement, on oath stated that said person was authorized to execute the instrument and acknowledged it as thAj ti QV,, f- of CCATT LLC, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED: Notary Seal EVON SCOTr •: `= MY COMMISSION EXPIRES May 13, 2018 Site Name: Federal Way Business Unit #: 846423 (Signature of Notary) (Legibly Print or Stamp Name of Notary Notary Public in and for the State ofQ.1« 1 My appointment expires: 5.1 EXHIBIT A (Legal Description of Landlord's Property) Tracts 2 and 3, King County Short Plat No. 876032, recorded under King County Recording Number 7609280733, records of King County, Washington; (Also known as Parcel A of City of Federal Way Boundary Line Adjustment No. 91-0012, recorded under Recording Number 9212179007). Situate in the County of King, State of Washington. Site Name: Federal Way 7 Business Unit #: 846423 a •f ,RECE1V-E-,6-TH1S • 0 cl 0 V4 89ri1%03 #0922 R Nov 3 1 1 9 pli 189 P•FCFEE 2.00 MEMORANDUM OF LEASE BETWEEN RECD F 6.00 BYTHE ❑iV1S1pN OF CASHSL ****8.00 RECORDS & EL (( TC i iONS 55 WACO. %44% i? T ("LESSOR") AND INTERSTATE MOBILEPHONE COMPANY ("LESSEE") .r A lease between Waco, Partners" ("Lessor") and Inter=_.tate Mobileohone Comoanv_ _ ("Lessee") w_=s made rewarding the follot,ring premises: THAT PORTION OF PARCEL 2 OF SHORT PLAT 1\10. 676032, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 76092507CZ- ; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. The NW corner of approximately 3,OGO square feet measuring 50 feet on the N line, 60 feet on the East line, 50 feet on the South line and 60 feet on the West line toaether with ingress and ea,ress across tract 2. The date of�execution of the Lease t,ras Aunu.st 28 , 1989. Subject Lease is for a term of Five (5) years and shall commence upon the sooner of a.) March 1 , 199o, or b .) t�rritten notification by Lessee to Lessor of Lessee's receipt of all Governmental approvals or on, whichever occurs sooner (the "Commencement, Date") and terminatinu at midnight on the last day of the month in tirhich the fifth annual anniversary of the Commencement Late shall have occurred. Lessee shall have the ricjht to e:;tend this Lease for Five (5) additional Five-year terms. IN WITNESS WHEREOF, the parties hereto have respectively executed this. memorandum this //1A day of OCZL�-,-,• __, 19-3d. FILED for .Record at Re ues of �U• {{ �4 �y Addiess.. 1 W<-a `•t� I t s _7 By s STATE OF _ Washington ) SS: County of King ) On this �day of �zJ 19__�& before me, a Notary Public in and for Stale of Wasin ton personally appeared Robert L. Lewis known to me to be theCeagral Manager of Interstate_ Mobilephone Company, the corporat ion that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument and that the seal affixed thereto is the corporate seal of said corporation. WITNESS my hand and the official seal affixed the day and year first above written. Cat � •�sz-- NOT PUB C in and for the 0 State' 0 tate"o f My Commission Expi rte 157 0 r-� STATE OF WASHINGTON ) SS: County of On this day of (9 19Fj, before me, a Notary Public in and for the State of Washington, personally appeared .r __ _ _ known to me to be the of C-0 the that executed the within an foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said 1A) A CAD for the uses and purposes therein mentioned, and on oath stated that he was o �;,e,d to execute said instrument. �tiPe, LT�N.ESS-.,F,hand and rrfj s ,f i rst 9bo wr I tten. ; OF WA, the official seal affixed the day and NOTARY PUBLIC in and for the State of 0 a%t My Commission Expires a� l� s5 DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRMEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAN THE PROPERTY OF MORRISON SON ON. NTHERHE VERIZON SLIM DESIGN FIRST TIME INSTALL NORSHFIELD THE ARCHITECCTRATIWILL BEOPRO ONGR CIONSTRUCTTIIONIELD RENEW OF THIS PROJECT. 8259 ■ REGISTERED ARCHITECT veri onNv/ ROBERT J RY LARA -04' 00' V RE IZON ID: CR SKATING CENTER ROBERT JERRY LARA FEDERAL WAY LICENSED ARCHITECT CROWN CASTLE PROJECT NAME: STATE OF WASHINGTON 8259 CROWN CASTLE BU #: 846423 CONSTRUCTION PROJECT LOCATION: 1628 SOUTH 344TH STREET FEDERAL WAY, WA 98003 APPLICATION #: 397495 0 10/19/17 ISSUED FOR PERMIT VICINITY MAP PROJECT INFORMATION SCOPE OF WORK A 08/16/171SSUED FOR REVIEW s3up lj N •� PROPFRTf OWNER CONTACT: VERIZON WIRELESS PROPOSES TO INSTALL AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF RRU'S, (1) HYBRID No. Date Revision BotlyBGIa3S JURISDICTION: FEDERAL WAY GREENFINGERS LLC THE INSTALLATION OF (3) NEW PANEL ANTENNAS, (1) 2.0 MW DISH ANTENNA, (6) PROPOSED Client: ZONING CLASS: CE 1628 S 344TH ST CABLE, (1) MW FEEDER AND (1) JUNCTION BOX ON A TRIPLE T—ARM ANTENNA MOUNT. ALSO IS THE INSTALLATION OF (3) EQUIPMENT CABINETS AND A H—FRAME WITHIN AN EXISTING FENCED �1 ➢ FEDERAL WAY98003 OCCUPANCY GROUP: UTILITY , COMPOUND AREA PIOQIesslye® QLUmpiakild W 5341S1 PI 534I0I CONSTRUCTION TYPE: CO —LOCATE V) ? Q1 TAX PARCEL ID: 212104-9089 verizonv f ry�15t Familylile PARCEL SIZE: 2.08 ACRES CROWN CASTLE USA LATITUDE: 47' 17' 39.33" Community ChUrCh 1505 WESTLAKE AVE N. SURE 800 LIST OF DRAWINGS 53alSlpl $3dlSIPI LONGITUDE: —122' 18' 45.19" SEATTLE. WA 98109 •i STRUCTURE HEIGHT: 100'-0" (TOP OF SELF—SUPPORT TOWER) VERIZON CONTACT: SHEET DESCRIPTION Impiementotion Taom- y DIVine CNAO $ TERA BEARD ES EXISTING COMPOUND VERIZON WIRELESS T-1 COVER SHEET T-2 GENERAL NOTES AND SYMBOLS /��ti CROWN LEASE AREA: 80 S.F. WITHIN AN 3305 160TH AVE SE A-1 SITE PLAN BELLEVUE. WA 98008 A-1.1 COMPOUND AND EQUIPMENT PLANS CASTLE Utereso.beard®verizonwireless.com A 2 ELEVATIONS Q A-3 CONSTRUCTION DETAILS A-4 CONSTRUCTION DETAILS 1505 WESTLAKE AVE N, SUITE 600 RF-1 ANTENNA CONFIGURATION SEATTLE. WA 98109 Bud9el Cal Remal O S RF-2 PLUMBING DIAGRAM pallison's West ti LEGAL D E S C R I P T i 0 N E-1 ELECTRICAL NOTES AND SYMBOLS E-2 ELECTRICAL SITE PLAN AdcE Team 51(a1ingCenle( E-3 ELECTRICAL PLAN, NOTES, AND RISER DIAGRAM �� 53431ds1 $313rr)SI TRACTS 2 & 3 KING CO SHORT PLAT NO 876032 RECORDING NO 7609280733 (BEING A POR OF FOLG DESC POR SW QTR OF NW QTR 30 FT FOR 16TH E-4 GROUNDING PLAN AND NOTES E-5 ELECTRICAL GROUNDING DETAILS &PANEL SCHEDULE MORRISON HERSH FIELD PROJECT N STR 21-21-04: S HALF SW QTR SW OTR NW QTR SO SEC 21 LESS N 150 FT OF W 200 FT. & LESS W 30 FT & S 344THST �+ AVE 5 & S 344TH ST) -- AKA PARCEL A AS DELINEATED PER CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO BLA 91-0012 E-6 ELECTRICAL & GROUNDING DETAILS 600 STEWART ST, SUITE 200 L� D RECORDING NO 9007 E-7 ELECTRICAL & GROUNDING DETAILS SEATTLE, WA 98101 Cash&Car ry� SITE Te1:206266.7370 p vrrvw.morrisorhershfielcicom C V N omage. 4Fetal) Wajeci Info: M s3lalhsl BU# 846423sl 534G;hSS saaam5l 5a�:llhsl s3aglhsl s3aam FEDERAL WAY ©• Q © 1628 SOUTH 344TH STREET Alby's Round Table Pizza FEDERAL WAY, WA 9 CONTACTS CODE COMPLIANCE Drawing Title: u Fewa. 0, WA APPLICANT CONTACT: A&F CONTACT: ALL WORK AND MATERLVS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT Q0 WalnaMpercenlero PAUL LONG CROWN CASTLE USA ROY LOREfE CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES, NOTHING CONFORMING TO THESE CODES: COVER les5chwabTireCenlero CROWN CASTLE USA 1505 WESTLAKE AVE N, SUITE 800 MORRISON HERSHFIELD CORP IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 Boo STEWART ST. SURE 200 SEATTLE, WA 98109 SEATTLE. WA 98101 WASHINGTON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: SHEET DRIVING DIRECTIONS PHONE: 206.388.9090 PHONE : (206) 268-7370 rlorete®morrisonhershfield.com 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) °; ®Ly.�. (FROM SEA—TAC AIRPORT, WA) p�q 2015 INTERNATIONAL FIRE CODE (IFC) F X EC I ^,? E:.=-� - Project Number; SSort Dole: 1. TAKE RAMP RIGHT FOR WA-518 EAST TOWARD TACOMA / SEATTLE �IONai OF RECORD: 2017 NATIONAL ELECTRIC CODE (NFPA 70) 3 7170282 08/11/17 2. TAKE RAMP RIGHT FOR 1-5 SOUTH TOWARD TACOMA / PORTLAND 3. AT EXIT 142B, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR WA-18 WEST PRQIECT MANAGER: Efflff KELSEY PUHALLA ROE J L,, CROWN CASTLE USA MORRISON HERSHFIELD CORP R4 APPROVALS �i (ter. Designer: LB 4. TURN RIGHT ONTO WA-161 / 16TH AVE S 1505 WESTLAKE AVE N, SUITE 800 PHONE: (954) 577-4665 U1 JS 5. TURN RIGHT ONTO S 344TH ST SEATTLE, WA 98109 dom0morrisonhershfield.com SIGNATURE — DATE Project Manoger. Protewkmal of Record: PHONE: 480.735.6953 �'�' Ra REPRESENTATIVE nw FEDERAL C i OF I q,,Won No: Sheet No: 11• GCOMUNrry SITE OWNER O T-1 RF ENGINEER MUST IFY ALL GENERAL NOTES LINE/ANTENNA NOTES ABBREVIATIONS DI NOTSCALEDRAWINGS CONTRACTORFANY ERRORS DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS TE MODIFICATIONS TO WORK SHOWN SF4LLL BE IMPLEMENTED ENSU WITHOUT PRIOR WRITTEN APPAWAL ALL PRLIA OUS ISSUES OF THIS DRAWING ARE 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGLRATIETNS. ALL NECESSARY LICENSES, 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL CONFORM TO ASTM A307 OR AGE. ABOVE GROUND LEVEL CA GAUGE PLYWD PLYWOOD SUPEFSEDEG BY THE LATEST REVISION. ALL DRAWINGS AND CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. A/C AIR CONDITIONING GALV GALVANIZED PT PRESSURE TREATED SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON CONTRACTOR. FASTENERS SHALL BE 5/8" MIN. DIA, BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE ALL APPROX APPROXIMATELY GC GENERAL CONTRACTOR PROJ PROJECT HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION EXPOSED FASTENERS. NUTS, AND WASHERS SHALL BE GALVANIZED OTHERWISE NOTED- CONCRVE EXPANSION AZ AZIMUTH GRIND GROUND PROP PROPERTY RENEW OF THIS PROJECT. 2, MORRISON HERSHFIELD CORPORATION HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHER VOSED NOTED. ALL ANCHORS WTO CONCRETE SHALL BE GYP BD GYPSUM WALL BOARD (P) PROPOSED AS TO THE PRESENCE OF HAZARDOUS MATERIAL, INCLUDING, BUT NOT LIMITED TO, ASBESTOS WITHIN THE CONFINES STAINLESS STEEL. BLDG BUILDING OF THIS PROJECT, MORRISON HERSHFIELD CORPORATION DOES NOT ACCEPT RESPONSIBILITY FOR THE BLK BLOCKING HT HEIGHT OTY QUANTITY INDEMNIFICATION, THE REMOVAL, OR ANY EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF 2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HVAC HEATING VENTILATION AIR gA 9 HAZARDOUS MATERIALS IS FOUND, WORK IS TO BE SUSPENDED AND THE OWNER NOTIFIED. THE CONTRACTOR IS NOT HARDWARE SHALL BE STAINLESS STEEL CLG CEILING CONDITIONING RED REQUIRED REGISTERED TO PROCEED WITH FURTHER WORK UNTIL INSTRUCTED BY THE OWNER IN WRITING. CE CENTERLINE HORZ HORIZONTAL RM ROOM 3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND NOTIFY CLR CLEAR HR HOUR RO ROUGH OPENING ARCHITECT 3. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE NOTED. ALL WORK SHALL BE CONSULTANT OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. CONIC CONCRETE ROW RIGHT OF WAY GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT CONST CONSTRUCTION IN INCH HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS, USE STAINLESS STEEL CONT CONTINUOUS INFO INFORMATION SHT SHEET OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, WHICHEVER IS GREATER. HARDWARE THROUGHOUT, ID INSIDE DIAMETER SIM SIMILAR DET DETAIL INSUL INSULATION SPEC SPECIFICATION BERT J RY LARA 4- THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL 6£ RESPONSIBLE FOR VERIFYING ALL EXISTING 5. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS. DIA DIAMETER TNT INTERIOR SF SOUARE FOOT CONDFIIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS STARTED. NO CLAIMS FOR EXTRA COMPE14SATION FOR DIAG DIAGONAL IBC INTERNATIONAL BUILDING CODE SS STAINLESS STEEL 0 T WORK WHICH COULD HAVE BEEN FORESEEN BY AN INSPECTION, WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS, ALL BENDS TO BE A DIM DIMENSION STL STEEL a NOT, WILL BE ACCEPTED OR PAID. MIN, OF B" RADIUS DBL DOUBLE LEIS POUNDS STRUCT STRUCTURAL L�- 0 01 �7 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS AND 7. FOR GROUNDING TO BUILDING FRAME & HATCH PLATE GROUND BARS, USE A TWO -BOLT HOLE NEMA DRILLED DWG DRAWING MGR MANAGER SUSP STUD SPENDED 5-V8-4`"F1001 CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE WORK UNDER THIS CONTRACT, ALL MANUFACTURERS CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL MFR MANUFACTURER RECOMMENDED SPECIFICATIONS, EXCEPT THOSE SPECIFICATIONS HEREIN, WHERE MOST STRINGENT SHALL BE COMPLIED EA EACH MAX MAXIMUM THRU THROUGH WITH. & FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS & CADWELDS, APPLY A LIBERAL PROTECTIVE COATING OR AN ELEC ELECTRICAL MECH MECHANICAL TIMING TINNED ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORN CHEMICAL COMPANY. ELEV ELEVATION MTL METAL TYp TYPICAL ROBERT JERRY LARA 6. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL, EO EQUAL MIN MINIMUM LICENSED ARCHITECT MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, OR ARCHITECTURAL WORK 9, REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY THERMO-WELDING_ USE ERICO T-319 GALVANIZING EQUIP EQUIPMENT MISC MISCELLANEOUS UG UNDERGROUND BAR/COLD GALVANIZING PAINT. (E) EXISTING UNO UNLESS NOTED OTHERWISE STATE OF WASHINGTON 7. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, EXT EXTERIOR 8259 ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND 10. SEAL ALL CONDUIT PENETRATIONS INTO MODULAR BUILDING WITH A SILICONE SEALANT AND ALL CONDUIT OPENINGS. N/A NOT APPLICABLE VIF VERIFY IN FIELD MAINTENANCE ARE MET. NOTIFY THE CONSULTANT OF ANY CONFLICTS. THE CONSULTANT HAS THE RIGHT TO MAKE FIN FINISH NIC NOT IN CONTRACT VERT VERTICAL MINOR MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING ADDITIONAL 11. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR FUR FLOOR NTS NOT TO SCALE WP WATER PROOF CONSTRUCTION COMPENSATION. THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE FLUOR FLUORESCENT ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. FT FOOT OC ON CENTER W/ WITH D DO NOT SCALE THE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE CENTER OD OUTSIDE DIAMETER W/o WITHOUT LINE OF ELEMENTS, UNLESS NOTED OTHERWISE. CRITICAL DIMENSIONS SHALL BE VERIFIED AND NOTIFY THE 11 THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING THREE (3) CONSULTANT OF ANY DISCREPANCIES. TYPEWRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SHALL BE PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE VERIZON WIRELESS RADIO FREQUENCY THRU ENGINEER. THIS TEST SHALL BE 9, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND REMOVE ALL DEBRIS FROM PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE (1) COPY TO BE PLACED IN SHELTER UGP UG POWER CONDUIT UGT UG TELCO CONDUIT THE CONSTRUCTION SITE AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN EXISTING CONDITION. 13. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING VERIZON WIRELESS WITH THREE TYPE WRITTEN TIME DOMAIN REFLECTOMETER TESTS TO VERIFY CABLE LENGTH AND TO CHECK 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION FOR WATER DAMAGE. AGAINST DAMAGE, BREAKAGE. COLLAPSE, ETC, ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES 14. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. 0 10/19/17 ISSUED FOR PERMIT 11. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 15. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2" DIA, AND SHALL NOT EXCEED A 08/16/17 ISSUED FOR REVIEW 6'-0" 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL No. Date Revision DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DAMAGE TO 16. ALL MAIN TRANSMISSION CABLE WILL BE TERMINATED AT A VERIZON WIRELESS POLYPHASER PROTECTOR LOCATED THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE CONSULTANT SHALL BE SOLE AND WITHIN V-0" OF THE EQUIPMENT SHELTER. Client: FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 17. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS, CABLE LENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR FABRICATION DUE TO FIELD CONDITIONS ACTUAL CABLE 13. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN LENGTHS REQUIRE CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS NOTED �� OTHERWISE. 18. ALL MAIN CABLES WILL BE COLOR CODED AT FOUR LOCATIONS: A) AT ANTENNA PRIOR TO JUMPER, B) AT THE BOTTOM OF THE TOWER, C) EXTERIOR PART OF THE WAVE GUIDE ENTRY PORT (AT THE SHELTER/CABINET WALL), D) 14. WHERE NEW PAVING. CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH INTERIOR OF THE SHELTER/CABINET. THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 19. ALL MAIN CABLES WILL BE GROUNDED AT: A) AT THE ANTENNA MOUNTING PIPE, B) MIDDLE OF THE CABLE RUN IF 15. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO OVER 200', C) PRIOR TO ENTERING EQUIPMENT SHELTER/CABINET (WITHIN 1' OF ENTRY). GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS, WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR 20. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE TOWER TOP TO PROVIDE FOR FUTURE Implementation Team: WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONNECTOR REPLACEMENT, CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW 21_ PROVIDE A CABLE DRIP LOOP AT THE BOTTOM OF THE TOWER BELOW THE TOWER BOTTOM GROUND CONNECTIONS / CROWN CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR AND AS THE CABLE TRANSITIONS TO THE SHELTER/CABINET. Ii� a" SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE �`` //}� CASTLE GENERAL CONTRACT. 22" ANTENNAS AND COAX TO BE PROVIDED BY VERIZON WIRELESS, CONTRACTOR TO COORDINATE DELIVERY. 16. VERIFY ALL EXISTING DIMENSIONS PRIOR TO PERFORMING WORK. 1505 WESTLAKE AVE N, SUITE e00 17. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. PROJECT INFORMATION SEATTLE, WA 90109 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER IMMEDIATELY UPON AWARD OF CONTRACT. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE 1 THIS IS AN UNMANNED FACILITY AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF A&E Team: POWER COMPANY, ACKNOWLEDGING APPLICATION FOR POWER, WRITTEN AND VERBAL DISCUSSIONS WITH THE POWER RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. COMPANY, ETC. 19, THE GENERAL CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE 2. VERZON WIRELESS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY BY VERIZON J POWER CONNECTION FROM THE POWER COMPANY, WIRELESS EMPLOYEE SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. THIS FACILITY IS UNOCCUPIED AND NOT MORRISON HERSHFIELD DESIGNED FOR HUMAN OCCUPANCY THUS IT IS NOT OPEN TO THE PUBLIC. 20. IF THE POWER COMPANY IS UNABLE TO PROVIDE THE POWER CONNECTION BY OWNER'S REQUIRED DATE, THE 3. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. 600 STEWART ST, SUITE 200 GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY GENERATOR UNTIL THE POWER COMPANY SEATTLE, 68 370 01 CONNECTION IS COMPLETED. COSTS ASSOCIATED WITH THE TEMPORARY GENERATOR TO BE APPROVED BY THE OWNER. 4_ NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. Te1:20 www.monisanhemhnhershfield com 21. IF THE GENERAL CONTRACTOR FAILS TO TAKE NECESSARY MEASURES AS DESCRIBED IN NOTES 18, 19 AND 20 5. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. IMPORTANT NOTICE ABOVE, THE GENERAL CONTRACTOR SHALL PROVIDE A TEMPORARY GENERATOR AT NO COST TO THE OWNER. Project Info: 22. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TO ONE PLAN. DRAWINGS AND 6. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION, SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE 7 VERZON WIRELESS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH THE EXISTING MORRCONISON E IONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED NT PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY THE OWNER ON OTHER OTHERS. CONDITIONS HERSHFIELD CORPORATION CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE BU# 846423 PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE AT ONE HOUR PER VISIT. EXISTING CONDITIONS SHOWN AND ASSUMES NO RESPONSIBILITY AS THEREOF. CONTRACTOR AND HIS SUB -CONTRACTORS COMPENSATION TO THE ARCHITECT. THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF PROJECT, REPORT FEDERAL WAY AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE ANY CONFLICTS OR DISCREPANCIES TO THE CONSULTANT PRIOR TO CONSTRUCTION. 1628 SOUTH 344TH STREET OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BUILDING CODES. FEDERAL WAY, WA 98003 23. IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS Title: 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 ADDITION THE CONTRACTOR LEGEND AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDINGMALLJDETAIL SECTION LARGE SCALE DETAIL GENERAL NOTES BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 6, 24. IN EVERY EVENT, THESE COWRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE A MINIMUM DETAIL NUMBER !p m 3 DETAIL NUMBER AND SYMBOLS ACCEPTABLE MEANS OF CONSTRiMON BLTT THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB -CONTRACTOR, AND/OR 1 1 SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED ! TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A 'Y'"T COMPLETE, ADEOUkTE AND SAFE WORKING CONDMN, THEN IT SHALL BE THE DEEMED AND UMMM7000 TO 1# SHEET NUMBER SHEET NUMBER Project Humber. Start (]olv: INCLUDED IN THE DRAWINGS- FOR EXAMPLE, IF AN ITEM AND/DR PIECE OF EDLIIPMENT REQUIRES A LARGER WIRE WHERE DETAILED T SIZE {,I�.E. ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED 0,"iTY (I.E STRUCTURAL ELEMENTS}], WHERE DETAILED REDUCED SPACING. RAID/OR INCREASED LENGTH [I.E. EIOLT LENGTHS, BAR LENGTHS) THEN TT SHALL BE DEEM I:O AND 7T 70282 (}S/11�17 UNDERSTOOD TO BE INCIU%O IN YHE SID/PROPOSAL THESE DOCUMENTS ARE MEANT AS A GUIOE AND ALL IYEMS Droltcr; Designer. REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. REFERENCE ELEVATION DETAIL BUG JS LB 25. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL DETAIL NUMBER Project MCnogar: PrafeaSronal of RaeorA: RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. 1 RL 26. CONTRACTOR & ANY SUBCONTRACTORS TO MAINTAIN KEEPING THE ROAD ACCESS GATE LOCKED AT ALL TIMES. R-7 A_2 R vi Sheet Revision No: Shea! No: 27. IN RAWLAND CONDITIONS, TOWER FOUNDATION STRUCTURAL STEEL TO BE GROUNDED PRIOR TO CONCRETE POUR. DRAWING SHEEP NUMBER TOWER FOUNDATION STRUCTURAL STEEL TO BE CONNECTED TO PERMANENT GROUND ROD PRIOR TO TOWER ERECTION. DRAWING WHERE DETAILED 0 TOWER GROUND MUST BE MAINTAINED AT ALL TIMES. T- Z NOTE: THIS IS NOT A SURVEY. ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND JURISDICTIONAL GIS INFORMATION AND ARE APPROXIMATE. t I r I I 1 I I I I I TAX PARCEL: 2121049073 f i f r i ! T I I ff//JJf/J f/tt !ft /t/JJ /flftt///rf/f// . TAX PARCEL: 4129600075 1 1 tf ttt /ffffi / fr:' .. `.='.f. %./ Ff� • �//.ff/SJ///f/ /ffJ //� zJJ�. I r t TAX PARCEL: i fi f f 2121049017 I TAX PARCEL: 4129600070 I I � f l •: f; f / I TAX PARCEL: / f I 4129600065 lI TAX PARCEL: 21210451055 EXISTING ACCESS DRIVE 1 Jr'I/f/.rit.: f F Fftf /i: !//.///// r/- `/ r/r -7 I TAX PARCEL: I { 4129600060 r EXISTING 100'-0" I SELF—SUPPORT TOWER n N I 1 �- EXISTING FENCED COMPOUND I r I 1 TAX PARCEL: 4129600055 TAX PARCEL: 2121049089 f f ZONE: CE ,;/f� - -,./f / / TAX PARCEL: I ACRES : 2.08 I 4129600050 I � ! -EXISTING BUILDING (TYP.) I I jI 1 TAX PARCEL: TAX PARCEL: I r2121049018 4129600045 W U _ S 344TH STREET '� i 3 TAX PARCEL: TAX PARCEL: TAX PARCEL: 25009000 Oo zlzloa9o73 2500900030 24"x36" SCALE: 1' — 40'-0' 11'x 1 7' SCALE: 1' = 80'-0' 4 Cr 00 a 1 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL Ij{■■■� DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS AND N SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELO CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROMOING CONSTRUCTION REVIEW OF THIS PROJECT. .�9 REGISTERED ARCHITECT LARA RM ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 I CONSTRUCTION 0 1 10/19/17 ISSUED FOR PERMIT A 08/16/17 ISSUED FOR REVIEW No. Date Revision verizornv CROWN v CASTLE 15D5 WESTLAKE AVE N. SUITE 800 SEATTLE, WA 98109 E Team: IPA C! MORR15ON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 TeL 206.268 7370 W ww.monison hershfield cam Drawing BU# 846423 FEDERAL WAY 1628 SOUTH 344TH STREET FEDERAL WAY, WA 98003 SITE PLAN n Project Number: Start Dote: V 7170282 08/11/17 0 . n Drafter: Doslgne 1� JS LB a� Project Manager: Proleasionoi of Re RKL RL { Know what's below- Revision No: Sheet NO: Call before you dig. O A-1 SITE PLAN 1 1 lb Mar SCPLE aRAwnNG9i COMRACTOR MUST HIDFY 11 E 0asTlrsafG NO ALR'4E (ML411M00f OF AArr Pjwoo OR 0ul onS. na E wpL art +Yrn"Alw A m woo S••pM1 51YY1 BE IYPl.E1.ER1C01YTrIxiA PPoWi YtRRlEN pPPRgIµ. NL PRD10U3 LS9R3 OF IIR OFF'A1RG AR[ S11PEii5EfJE0 fi'r THE LFIEST RErT5101a. N.L 9NA%1RC5 Allrl SpEpf1CA1Hy15 REANIN 1NE PROPiRTT a MORRSYVI 41 •-O HEF91FiEELORi �RAMu SSPo1C REVIEW OF THS PAOIECT. EXISTING COMPOUND PROPOSED VERIZON 8259 WIRELESS W805 STEEL REGISTERED x x x x x x x x x x x x x -� I -BEAMS (TYP OF 2) ARCHITECT 10'-0 x x LEASE AREA/GONG. PAD �� ROBERT J RY LARA s' X x x 7- 2'-6• 5" 2'_g• 3•_7• 5" .-04'00' r// r x f x / ROBERT JERRY LARA i x / I LICENSED ARCHITECT r x x STATE OF WASHINGTON f EXISTING EQUIPMENT SHELTER 8259 (OF OTHERS) / PROPOSED VERIZON WIRELESS X T-ARM MOUNT MODEL 1 LTF 10-372 x i CONSTRUCTION BY SITEPRO 1 OR APPROVED EQUAL — (TYP OF 3) / RADIO RAplp POWER & r/ r/ r !�i/r.•. •.•rF:�..;. .. .... _ .-,'•'f,%f �J r/F-.. rrf f f BATTERY M. i r Z VIy/ O ¢U PROPOSED VERIZON 7'-0• EXISTING ICE BRIDGE WIRELESS GPS ��- x - w 0 10/19/17 ISSUED FOR PERMIT ANTENNA MOUNTED F OTHERS) A 08/16/17 y. (O\ ., t�, TO PROPOSED ICE x < x '! \\ ,\?\ •� \ J IISSUED FOR REVIEW BRIDGE POST (SEE DETAIL 5/A-3) LEE AREA/GONG. PAD 10 -0• f ASt{ % Z \\\ \ \ No. I Date Revision * x o x 1\ ,\\\\\ V'\\ \\\ \ (Client: WIRELESS ICE BRIDGE PROPOSED VERIZON t� + m o \\ \\ \\\ \ \ \ \.1. WITH (1) HYBRID + PROPOSED VERIZON •a - \ \\ �' CABLE AND (1) MW + WIRELESS ANTENNAS •a _ \■ �x /� FEEDER f t :AND ANCILLARY x EQUIPMENT MOUNTED I-O �� EQUIPMENT NEW T-ARM x - • ' ` -- -- t MOUNT (TYP) z x X X 0 o� 1 O0 ¢ 'i PROPOSED VERIZON Implementation Team: a 1. X X ENT CABINETWIRELESS S(TYP OF 3) i--- CROWN x x x CCCASTLE 7� i i TELCO 1505 WESTLAKE AVE N, SUITE 600 PROPOSED VERIZON SEATTLE, WA 96109 x x WIRELESS CONIC PAD x (8'-0"x10'-07 ,A&E Team: o Bell! PROPOSED VERIZON m x WIRELESS CONCRETE xx PADEQUIPMENTMOUCABINET MORRISON HERSHFIELD (TYP OF 3) 600 STEWART ST. SUITE 200 x x x SEATTLE, WA98101 o I Tel 206.268.7370 PROPOSED VERIZON WIRELESS wWW morrisonhemhfield cam UTILITY 9" W/ WORK LIGHTS i x x i Project Info: m ILC PROPOSED WORK LIGHT (TYP OF 2) BU# 846423 x _ Ix x FEDERAL WAY EXISTING CHAIN LINK J PROPOSED VERIZON 16ED SOUTH 344A STREET FENCE W/ I X X• X X X X X X X WIRELESS UTILITY H-FRAME FEDERAL WAY, WA 96003 3-STRANDS OF 3' A i Drawing Title: BARBED WIRE ON TOP ,+ -+- / CONCRETE PAD�TOR ON EXISTING 12'-0" COMPOUND AND WIDE DOUBLE EXISTING UTILITY H-FRAME SWING GATE EQUIPMENT PLANS 9 ETER EXISTING ACCESS ROAD I 29,_O„ Project Number: :Start Date: X 7170282 108/11/17 EXISTING COMPOUND Crafter: (Designer: JS ILB (Project Manager. (Professional of Record: RKL RL Revision No: Shee! No: NO- OONNLY VERIZON WIRELESS ANTENNAS SHOWN IN PLAN VIEW FOR CLARITY: SEE ELEVATIONS 0 A-1.1 24"x36• SCALE: ,/4" _ ,'-°' COMPOUND PLAN 2 24"x36" SCALE: 3/4• _'.-0- PROPOSED EQUIPMENT PLAN 1 11%17" SCALE: 1/8" = 1'-0" R 3 2 1 0 t' 11"x17" SCALE: 3/8" = 1'-0" 111 5 O 1 00 1*r SCALE nxurmLS- CONTPACTOR MIST VMFY ALL OWQ.'A01S AND A.pA$[ 00WALTAlRS Or A (r MS W 0HISS0W7S, 00 VA%MKS OR NODWICATNWO TO "OAK NOTE: SHawK SW.L BE w Ui 6 ITEO WOHOUf HOOR WItRFH 1. NO WORK SHALL COMMENCE WITHOUT THE APPROVED TOWER Appt� �'RSN0a3 15mAm of iF6 wwm AM STRUCTURAL ANALYSIS REPORT SIGNED AND SEALED BY A 5�%E°* Sr trt u1TST 13f9'u10H• All 0RA *WNSS ANO LICENSED PROFESSIONAL ENGINEER UNDER SEPARATE COVER. SPEPF1C.D c P0q%nMU%W T11E P11OPU1rr of PI HERN r�166iD CagPO4A1roH- IEJTMr1t 4oJNtl70N RERSMFEIA ANTENNA MOUNT DESIGN BY MANUFACTURER_ NOR THE AAW(MCT w2L sc PRavor4 cor67wicnon RENEW Or TF S PRd11FCT, 2- REFER TO ENGINEERED DRAWINGS FOR DESIGN/ENGINEERING OF MONOPOLE AND ITS FOUNDATION BY TOWER MANUFACTURER. 8259 3. PROPOSED ANTENNA MOUNTS SHALL COMPLY WITH NSM-445 "ROBE ERED STANDARDS AS REQUIRED BY VERIZON. ITECT LARA 22:25:38-4'00' ROBERT JERRY LARA OF EXISTI 1: ANTENNAS EXISTING ANTENNA ARRAY T F EXISTING EXISTING ANTENNA ARRAY LICENSED ARCHITECT ;9a -0" AGL (OF OTHERS) 39s'-0 AGL (OF OTHERS) STATE OF WASHINGTON 8259 i. r�tQ1P00�rIN�LF-suPPoRrW� tT1Dv'-FQM NriSELF—SUPPORT T CONSTRUCTION -0 AGL - - PROPOSED VERIZON WIRELESS T-ARM MOUNT MODEL 0 LTF 10-372 TIP OF PROPOSED VERIZON BY SITEPRO 1 OR APPROVED EQUAL WOt (TYP OF 3) f87 —0 AGL RAD CENTER OF PROPOSED 1. VERZON WIRELESS ANTENNAS_ I 0 10/19/17 ISSUED FOR PERMIT .S6 15- AOL A 08/16/17 ISSUED FOR REVIEW PROPOSED VERIZON WIRELESS RAD CENTER OF PROPOSED VERIZON ANTENNAS AND ANCILLARY No. Date Revision 117R MW WH ANM414A T�ARM MOUNTUIPMENT U(NinEPD) ON NEW ^lient: IF *T7'-w AGL PROPOSED VERIZON WIRELESS 2MW DISH ANTENNA ver izo n EXISTING STAND-OFF MOUNT EXISTING STING STAND-OFF (OF OTHERS) MOUNT (OF OTHERS) Implementation Team: CROWN CASTLE PROPOSED VERIZON WIRELESS FEEDUNES [(1) HYBRID CABLE, 1505 WESTLAKE AVE N, SUITE 800 (1) MW FEEDER] ROUTED ALONG SEATTLE. WA 98109 THE SELF—SUPPORT TOWER A&E Team: EXISTING " N SELF—SUPPORT TOWER EXISTING 100'-0" � SELF—SUPPORT TOWER MORR15ON HERSHFIELD 600 STEWART ST, SUITE 200 WA PROPOSED VERIZON WIRELESS SEATTLE,6&73701 Tel: ICE BRIDGE WITH (1) HYBRID isonhemhfiel CABLE AND (1) MW FEEDER www.morrisonhershfieldcam Project Info: PROLESS GPSPANTENNA OSED RMOUN ED EON EON ICE BU# 846423 EXISTING ICE BRIDGE (OF EXISTING ICE BRIDGE (OF BRIDGE POST FEDERAL WAY OTHERS) OTHERS) PROPOSED VERIZON WIRELESS 1628 SOUTH 344TH STREET EXISTING SHELTER (OF CONCRETEPAD MOUNTED FEDERAL WAY, WA 98003 EXISTING SHELTER (OF OTHERS) EXISTING GENERATOR OTHERS) EQUIPMENT CABINET (TYP OF 3) Drawing Title: (OF OTHERS) EXISTING GENERATOR EXISTING CHAIN LINK EXISTING CHAIN LINK (OF OTHERS) FENCE W/ 3—STRANDS FENCE W/ 3—STRANDS OF BARBED WIRE ON TOP OF BARBED WIRE ON TOP �r� ELEVATIONS i f%ISRNG_ GrtAQE %I IN RA �— Project Number: Start Date: AssuMED D -0 AGL ASSUMED 7170282 08/11/17 Drafter: Designer. PROPOSED VERIZON WIRELESS JS LB UTILITY H-FRAME W/ WORK LIGHTS Project Manager. Professional of Record: PROPOSED VERIZON WIRELESS RKL RL CONC PAD (8'-O'x1O'-07 Revision No: Sneet No: 0 A-2 24-x36' SCALE: ,/B' _ ,•-°' EXISTING ELEVATION 121 11'x17' SCALE: 1/116'==11'-0' 8 6' + 2 D 6 PROPOSED ELEVATION 1 11'x17" SCALE: 1/16' = 1'-0' BIN a' 2' ° 8' DD Mai SGLE DRAWINGS. 11014 E1GN MUST VERIFY ALL OiMeNY.� S AND AOffA 60iSML%10S OF ANY ERRORS OR pwSsan2 NO VARN110r� ON W MIF)CATIONS 1L1 NOR% SHOWN SWIt CE IMPLEMENTED WrtTMXR PRTOR 'AWMD'J APAROYAL NJ. PAEVOUS ISSM:9 OA Ms DFANIIY, ARE SWERSEIN_D 81r 1HE LATEST R !;*N- ALL DRAWINGS AND SPECITICATONS REMMH THE PROPERTY eW AlORIMMIN KEzSI#i54 OORF]RATOR. NE[MER MORRGON ITER5161E17 J NOR nl[ AACNRECI WILL BE PROMD24 CONSTRUCTION REnEW OF TKS PNWECY. O OA 6 8259 10"xlo"x5/8" HOLES FOR (4) s/8• HILT! KB-rz ' GALVANIZED BASE"ROBE STERED PLATEHITECT ANCHOR BOLT PIPE a a Y HOT DIPPED GALVANIZED STEEL 1/4 GRATING FROM EQUIPMENT TO TOWER; USE APPROVED PRE MANUFACTURED KIT BY VALMONT PLAN OR APPROVED EQUAL GPS ANTENNA GPS ANTENNA ROBERT JERRY LARA PIPE GRADE APPLIG4TION• LICENSED ARCHITECT 18-0 CONCRETE PIER STATE OF WASHINGTON 8259 3-1/2-0 SCH 40 HOT DIPPED GRADE VALMONi UNIVERSAL PIPE VALMONT UNIVERSAL PIPE GALVANIZED PIPE FOR ICE BRIDGE _•-..F A-- " 0 .17. CONSTRUCTION ADAPTER KIT 81534 ADAPTER KIT 81534 z SUPPORT WffH END CAP 1 I �� y r POST POST I � I 1 I V1O/19/17 PROPOSED 2-3/8"0 x 72"L I I aI I ISSUED FOR PERMIT GALV SCHED 40 ANTENNA CONCRETE PAD A ICCTION: LJ MOUNTING PIPE TYP OF 3 PER SECTOR SIDS FRONT GALVANIZED 1 BASE BASE PLAIE ON BED OF — PLATE I I A 08/16/17 ISSUED FOR REVIEW LEVELING GROUT • I I . No. Dote Revision ' 'a Client: GRADE v 18"0 CONCRETE PIER ver'zon SITEPRO 1 T-FRAME (P/N LTF70-372) OR APPROVED EQUAL Implementation Team: SCALE: NOT TO SCALE PROFILE ANTENNA MOUNT 5 SCALE: NOT ;4-x17- TO SCALEA GPS ANTENNA MOUNT 4 ICE BRIDGE DETAIL 3 11•x137• SCALE: NOT TO SCALE LOW SCALE: NOT TO SCALE 11•x17• SCALE NOT TO SCALE CROWN CASTLE PER PLAN 1606 WESTLAKE AVE N. SUITE 800 SEATTLE, WA 98109 MANUFACTURER: RAYCAP MODEL: RCMDC-3315-PF-48 HEIGHT: 19.18" A&E Team: 15,73" WIDTH: 15.73• DEPTH: 10.25" WORK LIGHT In WEIGHT: 26.9 LBS (WITH MOUNT) GALV. PIPE CAP �I MORRISON HERSHFIELD NOTE: 600 STEWART ST, SUITE 200 CONTRACTOR TO PROVIDE SEATTLE, WA 98101 N U-BOLT FOR PIPE MOUNTING o 3" DIA. STD. GALV. PIPE; PROVIDE 3/16• THK. CAP PL,� Tel: 206.268.7370 SEAL WELD ALL AROUND _rnorrisorhershfield.com Project Info: PLAN VIEW P1000 UNISTRUT FASTENED BU# 846423 TO POST BY 1/2"0 STAINLESS TO `�M] aTELCO NEW NEMA-3R ENCLOSURE fiNTIEGPATED FEDERAL WAY U-BOLTS (TYP), LOCATION SUIT UTILITY EQUIPMENT FOR FIBER ATTACHMENT REQUIREMENTS 1628 SOUTH 344TH STREET W/ PLASTIC END CAPS is FEDERAL WAY, WA 98003 Drawing Title: CONSTRUCTION m n DETAILS T.O. FINISHED GRADE 1. • ?a9�'F I 1 1 1 IPra;eat Number: Start Date: U 7170282 08/11/17 -� o (Drafter: Designer: 1D.z5" a I JS I-B Project Manager: lorofessional of Record: ;a RKL ILL MOUNTING BRACKET INCLUDED Revision No: Sheet No: FRONT VIEW SIDE VIEW 18" DIA 24•x36• SCALE: NOT TO SCALE H - F RAM E DETAIL 1 O A-3 JUNCTION BOX 2 { 11'x17" SCA E: NOT TO SCALE 11•x17• SCALE: NOT TO SCALE 00 NOT 8MLr OR-AW4L L0Ni9ACfaN MUST VERIFY Af.L WJD(90NS MA AONSE CG6N1A`TTS OF My FARORS OR oY a>"SaM No vAMMORS OR MODIFICATIONS To WORK SIM • % I&PLEMENTEO WONOUT Mae WRITTEN ApoAwAl, +� a�.vlous �sucs w 1Ns onAW1Nc u1E AN9 OKm ONC 3T'�oN 13,E P OF y@p�d HFASiq%La paNPpruTKw- 1NPT¢N Ya,64SON IPeRSM'6lD NOW Nnl 9E aAacsw+c (:ONSTinlcnaH NOTES: 1. ANCHOR CABINETS TO WF W/ (4) 1 /2"0 A325 BOLTS W/ W F THIS PR REVIEW OF THIS PROJECT, STANDARD CUT WASHERS (1) ® EACH CORNER. 2. USE 4"x4' SHIM PLATES AS REQUIRED TO PROVIDE LEVEL MOUNTING SURFACES ® WF BEAMS. 825J REGISTERED 3. INSTALL CABINET TO I —BEAM PER MANUFACTURERS RECOMMENDATIONS. (TYP) 2 L CONC. SLAB ARCHITECT 12' 0 C W/ W/ 2 L1YER5 OF #5 10'-0' •I y 7' 9._0. E �.— -- u— W8X15 W8x15 I I CA$,NET OYP) \ PROPOSED VERIZON WIRELESS \ CONCRETE PAD EACH BOTT) ROBERT J Y LARA 22:25:56-04'00' 3/4" CHAMFER EDGE (TYP.) ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION 0 10/19/17 ISSUED FOR PERMIT A 08/16/17 ISSUED FOR REVIEW No. I Date Revision SECURE W—FLANGE TO EXISTING SLAB W/ 5/8"0 'Client: �. ® 12 O.C. WAY (TOP & of 3" MIN. (TYP.) - 1 Ai HILTI KB—TZ EXPANSION BOLT ® 12"D.C. W/ 4-1/2" EMBEDMENT ALTERING SIDES � OF FLANGE (TYP) Venzow Implementation Team: 241x36' SCALE' NOT TO SCALE EQUIPMENT CABINET SUPPORT FRAMING 4 2a"x36• SCALE: NOT TO SCALE NOT TO SCALE CONCRETE PAD DETAIL 3 11'x17" SCALE: NOT TO SCALE 11'x17' SCALE: CROWN CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Team: IPA N MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLEWA 98101 Tel: 206:2667370 www.morrisonhemhfiela.com CABINET TIE DOWN (4) 1/2"0 A325 Project Info: BOLTS W/ WASHERS & NUTS GALV. BOX FRAME PART OF CABINET SECURE I —BEAM TO PROPOSED SLAB W/ 14" THK CONC. SLAB STUB UP 12- ABOVE SLAB 3/4" CHAMFER EDGE (TYP) BU# 846423 5/8"0 HILT] KB—TZ EXPANSION BOLT W/ 2 LAYERS OF #5 ® 12' (MIN). COORDINATE IN FlELD FEDERAL WAY 012" O.C. W/ 4-1/2" EMBEDMENT O.C. EACH WAY (TOP & BOTT) 1628 SOUTH 344TH STREET _,_BEAM ALTERING SIDES OF FLANGE (TYP) FEDERAL WAY, WA 98003 (W8x15) CONTRACTOR TO GRADE AND BLEND INTO Drawing Title: EXISTING SITE GRADE 0 a r CONCRETE PAD — — — — — — — — — — — — . .= - - CONSTRUCTION I. DETAILS MIN 4" OF #57 WASHED VAPOR BARRIER STONE BED ® PERIMETER ON UNDEPRO SLB, 6 LANDSCAPE WEED BARRIER (Project Number: 'Start Date: SECTION VIEW LYVINYL 7170282 �08/11/17 PREPARE SUBGRADE BY REPLACING CONDUIT SWEEP EXISTING TOP SOIL (UP TO 2—Fr) (Drafter: IDesigner: WITH CLEAN NON —FROST —SUSCEPTIBLE is 'LB SOIL W/ 1' MARGIN AROUND PAD PERIMETER AND COMPACTING TO 959. Project Manager. Professional of Record: MAXIMUM DRY DENSITY RKL RL Revision No: Sheet No: 0 A-4 24"x36" SCALE: NOT TO SCALE ATTACHMENT DETAIL 2 24"x36' SCALE: NOT TO SCALE TYPICAL CONCRETE PAD SECTION 1 11"x17" SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE DIM 3 M 2 DII I OIM 2 I I o S FRONT BA K SIDE QTY DIM 1 DIM 2 DIM 3 WEIGHT RRUS 32 (B66) 3 27.2" 12.1 7.0" 53.0 LBS RADIO 4449 3 26.0" 15.0" 10.0" 85.0 LBS PROPOSED ANTENNA AND COAX SCHEDULE NUMBER OF ELEC MECH NUMBER OF FEEDER FEEDER ADDITIONAL SECTOR ALPHA AZIMUTH RAD CENTER TIP HEIGHT ANTENNAS VENDOR MODEL DOWHTILT FEEDERS TYPE LENGTH EQUIPMENT (1) RRU 32 866 LTE 345' 84'-0" 87'-0" 1 AMPHENOL HEX336CW000OG Or 0' 1 HYBRID *134'-0' (1) RADIO 4449 (1) JUNCTION BOX SECTOR BETA AZIMUTH RAID CENTER TIP HEIGNT ANTENNAS NUMBER OF VENDOR I MODEL ELEC TILT MECH DOWNTHLT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIDNAL EQUIPMENT (1) RRU 32 B66 LTE 55' 8"'-0" 87'-0" 1 AMPHENOL HEX336CW000OG 0' 0' -. _ _ (1) RADIO 4449 SECTOR GAMMA AZIMUTH RAD CENTER TIP HEIGHT NUMBER OF VENDOR MODEL ELEC TILT MECH DOWNTILT NUMBER OF FEEDERS FEEDER TYPE FEEDER LENGTH ADDITIONAL EOUIPMENT (1) RRU 32 866 LTE 275' 84'-0" 87'-0" I 1 AMPHENOL HEX336CW000OG 0' 0' (1) RADIO 4449 DO NOT SCALE ORAWINOS. nWAACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANSS OF ANY ERRORS OR OMISSIONS. NO VAR TTMINS OR MODIFICATIONS TO WORK SHOWN SHALL SE WUDAENTED WrrKOUT PRIOR WRITTEN APPROVAL ALL PRLNOUS ISSUES OF f"S DRAWWO ARC SuPmsM er THE LATEST RENS'ON. Au DTUWNICS AND 5WFICAnWK RE" THE PROPID"T OF MOMMS00 HERD(REw IX]RPOFATKIN. 1TURIM MOR7n9DN JOISKF&LD NOR THE AACMIECr W K PRVA1214 6ORSf UC'n0M REVIEW OF THIS PROJECT. N 8259 REGISTERED ARCHITECT ROBERT J RY LARA T W I T le: HENNA MOUNTS SHALL COMPLY WITH NSTD-445 STANDARDS AS REQUIRED BY VERIZON. :26: 04'00' NOTES: PROPOSED VERIZON WIRELESS r]'r ROBERT JERRY LARA 1. INSTALL UNITS PER MANUFACTURER SPECIFICATIONS PANEL ANTENNA ° HEX336CWDOODGI LICENSED ARCHITECT [AMPHENOL STATE OF WASHINGTON A B 8259 CONSTRUCTION 24"x36" SCALE: NOT TO SCALE PROPOSED RRU DIMENSIONS 4 11"x17" SCALE: NOT TO SCALE PROPOSED VWIRELESS RRU [ERICSSON RRUS 32 8661 (TYP OF 3, 1 PER SECTOR) OF 3. EXISTING 100'-0" DIM 3I DIM 2DIM 2 I PROPOSED VERIZON WIRELESS SELF—SUPPORTTOWER S o QTY DIM 1 DIM 2 DIM 3 WEIGHT SECTOR ALPHA HEX336CW000OG 1 72.0" 16.0" 7.4" 49.0 LBS SECTOR BETA HEX336CW000OG 1 72.0" 16.0" 7.4" 49.0 LBS SECTOR GAMMA HEX336CW000OG 1 72.0" 1 16.0" 7.4" 49.0 LBS JUNCTION BOX MOUNTED TO PROPOSED ANTENNA MOUNT TO PROPOSED VERfZON WIRELESS p 10/19/17 ISSUED FOR PERMIT D PANEL ANTENNA [AMPHENOL H0035CWDOOMI A 08/16/17 IISSUED FOR REVIEW ON PIPE —TO —PIPE ADAPTER. AS REQ'D PROPOSED VERIZON WIRELESS No. Date Revision E T—ARM MOUNT MODEL III -Client: LTFJG-372 BY SNEPRO 1 OR APPROVED EQUAL (TYP OF 3) F verizorr/ GAM MA AZ=275' G FRONT BACK SIDE 'mplerrentation Team: DI +iE "I 1. INSTALL ANTENNAS PER MANUFACTURER SPECIFICATIONS 2. CONTRACTOR TO TORQUE ALL MOUNTING HARDWARE PROPOSED VERIZON WIRELESS PANEL ANTENNA [AMPHENOL HEX336CW000OG] r�1 CROWN o I PER MANUFACTURER SPECIFICATIONS ON PIPE —TO —PIPE ADAPTER, AS REQ'D -J, CASTLE TOPP PROPOSED VERIZON WIRELESS RRU [ERICSSON RADIO 4449] 1505 WESTLAKEAVETE 800 OYP OF 3, 1 PER SECTOR) 961Dg 11 PROPOSED ANTENNA DIMENSIONS 3 �� x��• PROPOSED ANTENNA CONFIGURATION 5 A&E Team: ■ x17" SCALE: NOT TO SCALE SCALE: 1/8" = 1'-0" 4" 3 2 1' o a �n {C7 MORR15ON HERSHFIELD KD R5 UNIVERSAL PIPE MOUNT 600 STEWART ST, SUITE 200 SEATTLE, WA 9010 4-1/2' SCH 40 GALv I I PIPE: (INCLUDED) I y I y (vN MONT P/N RS) OR APPROVED EQUAL PROPOSED MICROWAVE SCHEDULE www.mortisonhershfiela cam QTY DIM A DIM E31 DIM C I WEIGHT ADJUSTABLE TAPER UP TO 5.7' DESTINATION AZIMUTH RAD CENTER WAMTIY VENDOR I MODEL I SITE TILT CABLE �+� FITS 1-1/2" TO 4-1/2' ROUND LEGS Project Info: _ 100' 77'-0" 1 RFS SPF2-52CN 2'0 Or 127'-0" 4 — I KIT INCLUDES U—BOLTS AND ALL HARDWARE SPF2-52CN 1 26"0 4.5" 1 14" 1 22 LBS 1:31-14 t5404L3 FEDERAL WAY I I UNIVERSAL PIPE �� 1628 SOUTH 344TH STREET I I MOUNT FEDERAL WAY, WA 98003 I I I DIM A Drawing Title: I I I ANTENNA I I TOWER LEG CONFIGURATION EXISTING 100'-0" SELF—SUPPORT m I TOWER I V PROPOSED VERIZON WIRELESS Project Number: Start Dote: ,• 2'0 MICROWAVE DISH 7170282 08/1 1 /17 , *DIM I I (Drafter: Designer: JS LB I I 'Project Manoger Professional of Record: I I RKL IRL I I RDviaign No: Sheet No: ( ) NOTES: ANTENNA MOUNTS SHALL COMPLY WITH NSTD-445 STANDARDS AS REQUIRED BY VERIZON. 0 R F-1 SCALE: NOT TO SCALE TYPICAL MW ANTENNA ATTACHMENT 2 11'x17- SCALE:PROPOSED MICROWAVE CONFIGURATION ;ia- ; =o- 1 124'x36- 1"x17" SCALE: NOT TO SCALE A 3 2 1, D' CR SKATING CENTRE - 3 Sector - IT DIAGRAM SECTOR 1 1 SECTOR 2 1 SECTOR 3 DO NOT SCALE DRAWINGS. CoNTR91014 MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROMOING CONSTRUCTION REVIEW OF THIS PROJECT. 8259 REGISTERED ARCHITECT ROBERT.IRY LARA `w 22:26:18-04'00' ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION 0 1 10/19/17 1 ISSUED FOR PERMIT A 08/16/17 ISSUED FOR REVIEW No. Date Revision verizorry CROWN CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 A&E Teom: I VAN MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLEWA98101 Tel: 206:268 7370 vrWW.—dS00—Infieldcam Projeck 1Dro: BU# 846423 FEDERAL WAY 1628 SOUTH 344TH STREET FEDERAL WAY, WA 98003 PLUMBING DIAGRAM Projacl Number, Start Data: 7170282 08/11/17 Drafter: Designer: JS LB Project Manager•. Profossianal of Record: RKL RL Revision No: Sheet No: 0 RF-2 24"x36' SCALE: NOT TO SCALE PLUMBING DIAGRAM 1 11'x17" SCALE: NOT TO SCALE 00 NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL GENERAL ELECTRICAL NOTES LEGEND DIMENSIONS AND AW6E CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARA71ONS OR MODIFICATIONS To WORK SHOWN SINLL BE IMPLEMENTED WITH PRIOR WRITTEN THIS APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE ISSUES SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON SYMBOL DESCRIPTION GENERAL GROUNDING SON CORPORATION. DPROVIDTHER IING ^ CIRCUIT BREAKER NOR THE ARCHITECT WILL BEHFIELD CONSTRUCTION 1. 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH THE 1. ALL LIGHTNING PROTECTION AND SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT NON DISCONNECT SWITCH REVIEW OF THIS PROJECT. WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS EQUIPMENT IN ACCORDANCE WITH THE CURRENT NFPA AND VERIZON WIRELESS STANDARDS. �' -FUSIBLE AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER FUSIBLE DISCONNECT SWITCH TRADES. 2. GROUND LUGS ARE SPECIFIED UNDER SECTION 3 "CONDUCTORS AND CONNECTORS". g259 SURFACE MOUNTED PANEL BOARD REGISTERED 2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE 3. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT AGENT, SUCH AS TR TRANSFORMER PERFORMED UNDER THIS CONTRACT. NO-OX, NOALOX, PENETROX OR KOPRSHIELD. ARCHITECT KILOWATT HOUR METER 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. GROUND ALL EXPOSED METALLIC OBJECTS ON BUILDING EXTERIOR INCLUDING BUILDING TIE DOWN BRACKETS _ DENOTES CABLE OR CONDUIT S. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS TURNING UP IN PLAN VIEW ROBERT J RY L 1 4. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. STEEL HARDWARE THROUGHOUT. DENOTES CABLE OR CONDUIT 5. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT IN 6. DO NOT INSTALL GROUND RING OUTSIDE OF PROPERTY LINE. TURNING DOWN IN PLAN VIEW TAT n 1 T N ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE tO' " SATISFACTION OF THE OWNER, 7, REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, REPAINT TO JB JUNCTION BOX MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE r� •J :r1C.4 0-V4rOOr GG 26 V 6. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.S"H.A. PB PULL BOX TO NEC/TELCO STANDARDS 8. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE 02 AWG SOLID BARE 7. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY TINNED COPPER UNLESS NOTED OTHERWISE. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS - OH OVERHEAD UTILITIES AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE POSSIBLE. AVOID SHARP BENDS, THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE ANGLE ROBERT JERRY LARA UTILITIES INVOLVED. OF ANY BEND SHALL NOT EXCEED 90% GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE - UGT UNDERGROUND TELCO LICENSED ARCHITECT BURIED GROUND RING. STATE OF WASHINGTON 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 EXPERIENCED IN SUCH WORK AND 9, BOND ALL EXTERIOR CONDUITS, PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A PENN-UNION GT SERIES UGP UNDERGROUND POWER 8259 SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. CLAMP, BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BU SERIES CLAMP ONLY, NO SUBSTITUTES - UGP/UGT - UNDERGROUND POWER/TELCO 9, DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE ACCEPTED. - T TELCO CONSTRUCTION ELECTRICAL SYSTEMS, LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT, CONDUIT AND 10. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLACK LINE P POWER PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE 11. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO CONSULTANT. EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE TEE DENOTES REFERENCE NOTE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING, 10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL #15-501. • EXOTHERMIC WELD CONNECTION ACCEPTANCE BY OWNER, ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 12. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE BURIED GROUND RING IS INSTALLED SO ■ MECHANICAL CONNECTION (eg LUG, C-TAP) THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED WITH SOIL. 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF COMMERCIAL POWER FROM THE CIF--• GROUND ROD 0 10/19/17 ISSUED FOR PERMIT POWER COMPANY. ELECTRICAL CONTRACTOR SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. 13. FOR METAL FENCE POST GROUNDING, USE A HEAVY DUTY TYPE GROUNDING CLAMP OR EXOTHERMIC WELD CONNECTION TO POST. GROUND ALL FENCE POSTS WITHIN 6' OF EQUIPMENT. eH-Q GROUND ROD WITH INSPECTION SLEEVES A 08/16/17 ISSUED FOR REVIEW 12. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH LOCAL TELEPHONE COMPANY. APPLY FOR TELEPHONE SERVICE IMMEDIATELY UPON AWARD OF CONTRACT, 14. WHERE MECHANICAL CONNECTORS (TWO -HOLE OR CLAMP) ARE USED, APPLY A LIBERAL PROTECTIVE COATING �E GROUND BAR No. Date Revision OF AN ANTI -OXIDE COMPOUND SUCH AS "NO OXIDE A" BY DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS. $ PIN AND SLEEVE RECEPTACLE I..len: BASIC MATERIALS AND METHODS -__- GROUND CONDUCTOR % ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL OVERCURRENT 5kORT-GI L11T GNO FAULT PROTECTION of APPLIGA6LE) JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE STANDARD 1, CONTRACTOR SHALL RECORD LOAD READINGS WHEN SITE POWER ORIGINATES FROM A 30 SERVICE TO PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE MONITOR & ASSURE A BALANCED LOAD AT THE PRIMARY SUPPLY, RECORDS SHALL BE PROVIDED TO THE nv �� MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE SITE/FACILITY OWNER. CONTRACTOR SHALL CONSULT MANUFACTURER'S PLANS, SHOP DRAWINGS AND SPECS APPROVAL OF THE CONSULTANT AND THE OWNER. FOR INDOOR/OUTDOOR EQUIPMENT LOCATION & INSTALLATION. ELECTRIC SERVICE SHALL BE IN COMPLIANCE 3. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER WITH ALL RULES & REGULATIONS THE UTILITY CO. ELECT. CONTRACTOR SHALL PROVIDE EQUIPMENT WITH HIGHER SHORT-CIRCUIT FAULT CURRENT RATINGS (kA.I.C.) AS REQUIRED TO MATCH &EXCEED UTILITY CO. ABBREVIATIONS CLEARANCES AND ACCESS, CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH AVAILABLE SYMMETRICAL & ASYMMETRICAL FAULT CURRENT LEVELS. FUSES IN SERVICE SWITCHES SHALL BE Implvmentot Dn Team: LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CLASS "RK1". CURRENT LIMITING TYPE, 200 kA.I,C., NON -TIME DELAY, DISCONNECT SWITCHES TO HAVE CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. REJECTION CLIPS, UNLESS INDICATED OTHERWISE, ELECTRICAL EQUIPMENTS & PROTECTIONS SHALL BE AFG ABOVE FINISHED GRADE STANDARD kAIC RATED HIGHER THAN INCOMING EQUIPMENT AND/OR UTILITY C4 kAIC RATE AND CONSIDERING 4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS AND ELECTRIC MOTORS FAULT CONTRIBUTION. CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL THIS AIC AMPERE INTERRUPTING CAPACITY CROWN ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. MANDATORY REQUIREMENT IS MET. IF NEW LOAD IS ADDED CONTRACTOR SHALL VERIFY & CONFIRM BEFORE CONSTRUCTION THAT TOTAL UTILITY SERVICE LOAD SHALL KEEP EQUAL TO (125% MAX DEMAND+ NEW LOAD)< BFG BELOW FINISHED GRADE S/ CASTLE 80% SERVICE ENTRANCE CONDUCTORS/MAIN OVER CURRENT PROTECTION AMPACITY, WHICHEVER RATING IS C CONDUIT 5, MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC. LOWER. LIGHTING SHALL MEET NEC, IESNA AND/OR FAA STANDARDS IF APPLICABLE. PHOTOMETRIC LEVELS 1505 WESTLAKE AVE N, SUITE 800 6, SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE PREFABRICATED SHALL COMPLY WITH LOCAL, STATE & FEDERAL RULES. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN CRGB CELL REFERENCE GROUND BAR SEATTLE, WA 9B109 OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE ACCESSIBLE AREAS ONLY. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF CU COPPER SHELTER CABINETS WHERE PENETRATION / PENETRATION INTO BUILDING/SHELTER. POWER AND TELE- PHONE UTILITY COMPANIES. C/W COMPLETE WITH A&E Team: 7. SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO EXTERIOR OF BUILDING. D.T.T. DRY TYPE TRANSFORMER 8. MAKE NECESSARY CONNECTIONS FOR BATTERY IN EMERGENCY LIGHT FIXTURE. CONNECT EXTERIOR LIGHT FIXTURE (PROVIDED BY SHELTER MANUFACTURER) TO EXTERNAL JUNCTION BOX. EC EMPTY CONDUIT G GROUND MORRISON HERSHFIELD GE GROUNDING ELECTRODE 600 STEWART ST, SUITE 200 CONDUCTORS AND_ CONId�CT�R$ SEATTLE, WA 96101 GEC GROUNDING ELECTRODE CONDUCTOR Tel: 206.268,7370 1. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITH GRC GALVANIZED RIGID CONDUIT WwW.-rdsonhelshfiel6com THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS -LINKED POLYETHYLENE INSULATION 'Project Info: CONFORMING TO NEMA WC7. (TYPES THHN OR THWN-2). INSULATION SHALL BE RATED FOR 90'C MTS MANUAL TRANSFER SWITCH CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. NEC NATIONAL ELECTRICAL CODE BU# 846423 2. ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION EXCEPT 0/H OVERHEAD WHERE NOTED. FEDERAL WAY RNC RIGID NON-METALLIC CONDUIT (SCHEDULE 80 PVC) 1628 SOUTH 344TH STREET 3. FOR COPPER CONDUCTORS #6 AWG AND SMALLER USE 3M SCOTCH-LOK OR T&B STA-KON COMPRESSION FEDERAL WAY, WA 98003 TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS LARGER THAN SD SERVICE DISCONNECT SWITCH #6 AWG USE SOLDERLESS, DENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE SE SERVICE ENTRANCE Drawing Title: COMPRESSION C-CLAMP CONNECTORS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS. SN SOLID NEUTRAL 4. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER, TWO -HOLE, LONG BARREL, COMPRESSION TYPE. TGB TELCO GROUND BAR 5, CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. TEGB TOWER EXIT GROUND BAR ELECTRICAL NOTES SPLICES ARE NOT ACCEPTABLE. IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE OBTAINED. TR TRANSFORMER AND SYMBOLS TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR TYP TYPICAL RACEWAYS Ah_}p BOXES 'Project Number: Start Dote: WP WEATHERPROOF - NEMA 3R 1, ALL CONDUIT SHALL BE UL LABELED. u/G UNDERGROUND 7170282 O8/11/17 (Drafter: Designer: 2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. PPC POWER PROTECTION SHELTER 3. SHEET METAL BOXES SHALL CONFORM TO NEMA OS1; CAST -METAL BOXES SHALL CONFORM TO NEMA 81 AND JS LB -Project Manager. Professional of Record: SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE. RKL IRL Revision No: Sheet No: 0 E-1 NOT USED. V NEW 3'X3'X12" NEMA-3R TELCO ENCLOSURE MOUNTED ON H—FRAME FOR FIBER. PROPOSED 4" PVC CONDUIT WITH (3) 1-1/4" INNERDUCTS AND TRACEABLE MULE TAPE FROM NEMA-3R TELCO ENCLOSURE TO OUDUK FIBER CABINET. V NEW (2) #12 AWG CU. AND (1) #12 AWG CU. GROUND IN 1/2" RNC. CIRCUIT PP1-16. V CONTRACTOR RO DETERMINE NEAREST LOCATION OF UTILITIES. CONTRACTOR TO COORDINATE `J NEW SERVICES TO COMPOUND FOR VERIZON WIRELESS. V NOT USED. PROPOSED TELCO CONDUIT STUBBED UP AT RIGHT OF WAY. COORDINATE WITH FIBER �--� PROVIDER FOR NEW TELCO SERVICE. FIELD VERIFY FOR EXACT LOCATION. NEW (3) #3/0 AWG CU. IN 2-1/2" CONTRACTOR TO FIELD VERIFY APPROX. DISTANCE. t1 g y� CONTRACTOR TO FIELD VERIFY POWER POLE FOR EXACT LOCATION. COORDINATE WITH v UTILITY FOR NEW 120/24OV-10-3W, 200A UNDERGROUND SERVICE TO VERIZON WIRELESS METER. 1p NEW (ILC) INTEGRATED LOAD CENTER, NEMA-3R PPC LOAD CENTER (PANEL "PP1") COMPLETE WITH AN INTEGRATED AUTOMATIC TRANSFER SWITCH, A 20OA-2P UTILITY MAIN CIRCUIT BREAKER & A 20OA-2P EMERGENCY MAIN CIRCUIT BREAKER. 11 NOT USED. 12 3-3/0. + 1 #6 GROUND, 2"C. PROVIDE RNC B.F.G. AND RGS A.F.G. 13 NEW ZP-200A MAIN CIRCUIT BREAKER IN EXISTING METER/MAIN CIRCUIT BREAKER COMBO WITH INTERRUPTING CAPACITY=100K AIC, LABEL "VERIZON WIRELESS MAIN" 14 NEW 120/24OV-10-3W, 200A RATED METER/MAIN CIRCUIT BREAKER COMBO. 15 NEW 200A CAPACITY 240V-10 NEMA 3R METER SOCKET PER POWER CO. REQUIREMENTS. 1g PROPOSED 4" PVC CONDUIT WITH (3) 1-1/4"INNERDUCTS AND TRACEABLE MULE TAPE FROM NEMA-3R TELCO ENCLOSURE TO R.O.W. INSTALL CONDUITS IN A 36" BELOW GRADE TRENCH. COORDINATE EXACT REQUIREMENTS WITH FIBER PROVIDER. 17 BOND TO GROUND RING W/#2 AWG SOLID TINNED COPPER. 18 NEW MIN. #4 AWG CU TO (2) 5/8'X10' COPPER CLAD RODS SPACED A MINIMUM OF 6' APART. VERIFY IN FIELD. 19 NOT USED. 2p NEW 2' CONDUIT FOR EQUIPMENT CABINET REFER TO LOAD CENTER DIAG. SHEET E-6 P1 NEW DIRECT BORING TO ROUTE CONDUIT UNDERNEATH ROAD. 24 NOT USED. Y3 NEW H—FRAME FOR VERIZON EQUIPMENT. 24 CONTRACTOR TO ARRANGE TO PAY FOR UNDERGROUND UTILITY LOCATION SURVEYS FOR ALL TRENCHING, REUSE NATIVE BACKFILL AND REINSTATE TO ORIGINAL CONDITION. INSTALL 6" WIDE METALLIC LINE RED PLASTIC MARKER TAPE 8" ABOVE ALL BURIED CONDUIT. 25 NOT USED. 26 NOT USED. 27 NEW PRIMARY POWER AND BATTERY ENCLOSURE. 26 NEW RADIO CABINET. UTILITY ROUTING NOTE: NO UCR PROVIDED AT TIME OF DESIGN. i y IIIpf _ I I I � 1 ' 1 1 1 •. ffJ J / !!J .JJrr, JfJ • !/: Jf/ I I { r f Jf !/ rfJ J/JJfJ f i J'r.l I 1 � ' 1 1 KEYED NOTES � 2 1 11'x17- SSE: 1/8" = -On 4, 2 V 0 4• 00.W a".._ ORkOMM 05NMC1a11 MST Reims' ALL MID A410E CWkSIAIANIS OF ANY ENPOBfi OR q qpl¢. Ka VARMr 4 aR W0ftr11krP0W TO N'ONIC 9N6'gN ww L BE IMPLEN@ c TRTMOUT MW M'A4TIE7i APp*&W. AA, PRCI9DI.B MRJE5 OF INS MAWC ART SiPOMiM V THE LATEST REN9ok. Al•L, 010" 6 APO 54EOi161TA0.'4 90MIN THE FROPE11TY OF MORMSM KER'7#IELO ooRPORAnoN. %mm MORASON vVMw L0 NORM OM BE PROVIDING OBNSTRIICTION N 8259 REGISTERED ARCHITECT ROBERT J RYA{ LARA -0`t ,00l ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION J!r J .'••!' .'ff/-'illJ .'�I �: , .:...:.-:. •i -r: r. r .• . � . .. � 0 10/19/17 ISSUED FOR PERMIT A OS/1fi/17 ISSUED FOR REVIEW No. Date Revision Client: verizord CROWN „ %� CASTLE 1505 WESTLAKE AVE N. SUITE 800 SEATTLE, WA 98109 WA ri MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 _ morrisonhershfiela.com BU# 846423 FEDERAL WAY 1628 SOUTH 3"TH STREET FEDERAL WAY, WA 98003 Drawing Title: ELECTRICAL SITE PLAN (Project Number: 'Start bate: 7170282 08/111/17 'Drafter: lDesigner: JS ILB Project Manager. NOTES: RKL 1. PROVIDE 17"x3O" CONCRETE Revision N*: PULL —BOXES AT EVERY OTHER BEND OR AS REQUIRED BY UTILITY COMPANY 0 ELECTRICAL SITE PLAN 11 Professional RL Sheet No: E-2 — — — — — — — Da Nor scuE m.,M..a& t+olfr@1cm wST VTW ALL ANIS Of ON WM OR �1 NOT USED. svz" NAu ee iwPSEwana T owsmh—o- Rv mWrnroul MOA WWFTEN AR MKS OR mWirKATIONS 1O wDFX AppRMOL ALL PKEWm awes OF INS DRAWO AM V NEW 3'X3'X12" NEMA-3R TELCO ENCLOSURE MOUNTED ON H—FRAME FOR FIBER. SUpDISa= er'#E (Ales REVISION ALL DPpWM AND SPEeFICAICNS REAUN THE PROPERTY OF 9111 lLf HERSFWKPROPOSED 4" PVC CONDUIT WITH (3) 1-1/4" INNERDUCTS AND TRACEABLE MULE TAPE NOR 1THEE�ARCH��WIU 9EE PRON�OHp [a�rRucria FROM NEMA-3R TELCO ENCLOSURE TO DUDLIK FIBER CABINET. r� X X X X X X X X X X REVIEW OF THIS PROJECT. NEW (2) #12 AWG CU. AND (1) #12 AWG CU. GROUND IN 1/2" RNC. CIRCUIT PP1-16. (� CONTRACTOR RO DETERMINE NEAREST LOCATION OF UTILITIES. CONTRACTOR TO COORDINATE x x 8259 V NEW SERVICES TO COMPOUND FOR VERIZON WIRELESS. REGISTEREDCCT ARCHED ITECT 6� NOT USED. x x �7 PROPOSED TELCO CONDUIT STUBBED UP AT RIGHT OF WAY. COORDINATE WITH FIBER PROVIDER FOR NEW TELCO SERVICE. FIELD VERIFY FOR EXACT LOCATION. NEW (3) #3/0 AWG CU. IN 2-1/2" CONTRACTOR TO FIELD VERIFY APPROX. DISTANCE. x x ROBERT J RY LARA TAT G HNGT N CONTRACTOR TO FIELD VERIFY POWER POLE FOR EXACT LOCATION. COORDINATE WITH UTILITY FOR NEW 120/24OV-10-3W, 200A UNDERGROUND SERVICE TO VERIZON WIRELESS EXtS1'IN'G UTILITY POLE AT R.O.W. Q, METER. x x 22:27:03-04'001 10 NEW (ILC) INTEGRATED LOAD CENTER, NEMA-3R PPC LOAD CENTER (PANEL "PP1") COMPLETE WITH AN INTEGRATED AUTOMATIC TRANSFER SWITCH, A 20OA-2P UTILITY MAIN CIRCUIT BREAKER & A 20OA-2P EMERGENCY MAIN CIRCUIT BREAKER. x _ ROBERT JERRY LARA 11 NOT USED. %� x LICENSED ARCHITECT — r cHARLEs Fl6Ea caelNE STATE OF WASHINGTON 12 3-3/0, + 1#6 GROUND, 2"C. PROVIDE RNC B.F.G. AND RGS A.F.G. ij 8259 x '� 13 NEW 2P-200A MAIN CIRCUIT BREAKER IN EXISTING METER/MAIN CIRCUIT BREAKER COMBO *r"' WITH INTERRUPTING CAPACITY=LOOK AEC, LABEL 'VERIZON WIRELESS MAIN" CONSTRUCTION O • T� 14 NEW 120/24OV-10-3W, 200A RATED METER/MAIN CIRCUIT BREAKER COMBO. x Y. x 15 NEW 200A CAPACITY 240V-10 NEMA 3R METER SOCKET PER POWER CO. REQUIREMENTS. .A PROP SED DUIT WITH CTS AND CEABLE MULE TAPE 16 FROMONEMA43R TELCO ENCLOSURE TO R.O.W., INSTALLUCONDUI S INA 36' BELOW GRADE x P8 28 27 x TRENCH. COORDINATE EXACT REQUIREMENTS WITH FIBER PROVIDER. 17 BOND TO GROUND RING W/#2 AWG SOLID TINNED COPPER. V �� x 0 10/19/17 ISSUED FOR PERMIT 2 10 x 1g NEW MIN. #4 AWG CU TO (2) 5/8"X10' COPPER CLAD RODS SPACED A MINIMUM OF 6' - S " SCH. 40 CONDUIT APART. VERIFY IN FIELD. /J A 08/16/17 ISSUED FOR REVIEW 19 NOT USED. 12 No. Date Revision 20 24 2p NEW 2' CONDUIT FOR EQUIPMENT CABINET REFER TO LOAD CENTER DIAG. SHEET E-6 I Client: 2 23 21 NEW DIRECT BORING TO ROUTE CONDUIT UNDERNEATH ROAD. x 4" SCH. 40 CONDUIT WITH MULE TAPE 22 NOT USED. 23 i 13 1L 15 I AND (3) 1-1/4'INNERDUCTS FOR FIBER 23 NEW H—FRAME FOR VERIZON EQUIPMENT. 7—TR.F—Fl,TA25HANDHOLE NEXT TO EXISTING UTILITY POLE FOR ver'zom x x FIBER DEMARC. CONFIRM EXACT REQUIREMENTS WITH FIBER PROVIDER OCONTRACTOR TO ARRANGE TO PAY FOR UNDERGROUND UTILITY LOCATION SURVEYS FOR Teso 24 ALL TRENCHING. REUSE NATIVE BACKFILL AND REINSTATE TO ORIGINAL CONDITION. INSTALL 8 21 24 6" WIDE METALLIC LINE RED PLASTIC MARKER TAPE 8" ABOVE ALL BURIED CONDUIT. x Implementation Team: 25 NOT USED. 2O26 NOT USED. �CROWN 7 NEW PRIMARY POWER AND BATTERY ENCLOSURE. I ^ X X X X X X X NOTE:NEW RADIO CABINET. \ I' \ f+ CCCASTLE PROVIDE 3" CONDUIT 1505 WESTLAKE AVE N. SUITE B00 SEATTLE, WA 98109 FOR GPS CABLE 24'x36' SCALE: 3/32' = 1'-0" 4. ELECTRICAL PLAN 4 11 x36' SCALE: NOT TO SCALE TELEPHONE RISER DIAGRAM 3 A6cE Team: �� 11'x17' SCALE: 3/32" = 1'-0" 4 4 11'x17' SCALE: NOT TO SCALE MORRISON HERSHFIELD 600 STEWART ST. SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 28 27 28 v—v morrisonhemlIfield.com 15 14 $0 23 12 2 B 5 Project Info: BU# 846423 FEDERAL WAY 13 Q I 1628 SOUTH 344TH STREET _ FEDERAL WAY, WA 98003 Drawing Title: UTILITY ROUTING NOTE: NO UCR PROVIDED AT TIME OF DESIGN. 56 M ELECTRICAL PLAN, NOTES AND 1, I RISER DIAGRAM a n _ a c� � `� � I 8 21 P4 � I IProject Number: Start Date: 1 UGT — UGT 7 ucT 7170282 Designer: 16 21 24 Drafter: Designer: UGP — UGP — UGP — P -i JS B 20 24 UGP UGP UGP UGP UGP — UGP Project Manager: (Professional of Record: RKL IRL Revision No: Sheaf No: UGT UGT —Z UGT UGT — UGT 241.36' SCALE: NOT TO SCALE 0 E-3 KEYED NOTES 2 11'x17' SCALE: NOT TO SCALE ELECTRICAL RISER DIAGRAM 1 �i APPROXIMATE LOCATION OF #2 AWG SOLD BARE TINNED GROUND RING. GROUND RING SHALL BE BURIED 30' BELOW THE FROST LINE OR 30' BELOW GRADE, WHICHEVER IS GREATER. EXACT LOCATION AND NUMBER OF GROUND RODS TO BE DETERMINED ON SITE AND BASED ON FALL OF POTENTIAL GROUND RESISTANCE METHOD" FOR RESISTANCE C S OHMS. UNLESS OTHERWISE NOTED, DRIVEN GROUND RODS ARE TO BE BURIED AT 16 FEET INTERVALS. V PROVIDE 3/4"x1O'—D" LONG COPPER CLAD STEEL (COPPER WELD) GROUND ROD AS SHOWN. PROVIDE INSPECTION SLEEVE AT GROUND ROD TO SHOW BOND TO EXTERIOR BURIED GROUND RING (MINIMUM OF 4 INSPECTION SLEEVES/ SEE DETAIL 8/E-7). INSTALL GROUND ROD TWO (2) FEET MINIMUM AWAY FROM ANY SLAB. INSTALL SO THAT TOP OF GROUND ROD IS 30" BELOW GRADE OR FROST LINE, WHICHEVER IS DEEPER. EXACT LOCATION AND NUMBER OF GROUND RODS TO BE ESTABLISHED ON SITE AND BASED ON "FALL OF POTENTIAL GROUND RESISTANCE METHOD" FOR RESISTANCE < 5 OHMS. UNLESS OTHERWISE NOTED, DRIVEN GROUND RODS ARE BONDED TO THE BURIED GROUND RING AT 16 FEET INTERVALS. 4 EXISTING GROUND RING. NOT USED. #2 AWG GROUND FROM SERVICE ENTRANCE GROUND ELECTRODE TO EXTERNAL GROUND RING. V #2 AWG FROM H—FRAME TO EXTERNAL GROUND RING (TYP OF (2) PLACES). �7 #2 AWG GROUND FROM ICE BRIDGE VERTICAL POSTS TO EXTERNAL GROUND RING (TYPICAL). �8 #2 AWG GROUND FROM VERTICAL FENCE POST TO EXTERNAL GROUND RING. 0 NOT USED. 10 NOT USED. T1 EQUIPMENT GROUND RING AND TOWER GROUND RING SHALL BE BONDED TOGETHER IN AT LEAST TWO (2) POINTS USING A #2 AWG SOLID BARE TINNED COPPER CONDUCTOR. 12 BOND TO EQUIPMENT CABINET ENCLOSURE USING A MANUF. APPROVED CONNECTION WITH (2) # 2 AWG SOLID BARE TINNED COPPER CONDUCTORS AND EXOTHERMICALLY WELD TO GROUND RING. 13 REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ANTENNA(S) AND ANTENNA SUPPORTS FRAME. EXTEND GROUNDING CONDUCTOR TO ANTENNA LOCATIONS AND BOND TO AH>•F1iM PIPE MOUNT. USE AN I+ EXOTHERMIC WELD AT ANTENNA PIPE MOUNT. SUPPORT CONDUCTOR AS REQUIRED EVERY TWO (2) FEET MINIMUM. 15 PROVIDE #2 SOLID BARE TINNED COPPER CONDUCTOR FROM TEGB TO TOWER GROUND RING. TYPICAL OF TWO (2). PROVIDE ANTENNA CABLE GROUND BAR. BOND ANTENNA CABLE GROUNDING KITS TO GROUND BAR. CONNECTION 16 SHALL BE THE RESPONSIBILITY OF THE ANTENNA CABLE INSTALLER. BOND GROUND BAR TO TOWER USING ONE(1) #2 AWG SOLID TINNED COPPER CONDUCTOR. PROVIDE A U.L. LISTED CONNECTOR SUITABLE FOR THE MATERIALS BEING CONNECTED. PROVIDE EXOTHERMIC WELDS FOR BONDS TO STEEL BEAM OR FRAME. O17 THE TOWER EXIT GROUND BUS BAR (TEGS) SHALL BE INSTALLED BELOW THE TRANSMISSION LINE GROUND KITS, NEAR THE AREA OF THE TOWER AT THE POINT WHERE THE ANTENNA TRANSMISSION LINES TRANSITION FROM THE TOWER TO THE CABINETS. VERIFY EXACT LOCATION OF GROUNDING TSAR FOR PROPER CONDUCTOR LENGTH. GROUNDING BAR PROVIDED BY THE ANTENNA CABLE INSTALLER. FINAL EXOTHERMIC WELD FROM THE BURIED GROUNDING RING TO GROUND BAR SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, COORDINATE WITH ANTENNA CABLE INSTALLER FOR SCHEDULE TO MAKE CONNECTION. PROVIDE 3/4" PVC SLEEVE WITH SWEEP BEND IN NEW ANTENNA BASE INSTALLATIONS FOR CONNECTION OF TEGB TO TOWER GROUND RING. 18 EXTEND GROUNDING CONDUCTORS TO REMAINING SECTOR ANTENNA PIPE MOUNT LOCATIONS AND BOND WITH EXOTHERMIC WELDS TO ANTENNA PIPE MOUNT. SUPPORT CONDUCTOR AS REQUIRED EVERY TWO FEET MINIMUM. 19 THE TOWER STRUCTURE STEEL SHALL BE UTILIZED FOR DISSIPATING THE LIGHTNING ENERGY. THE TOWER GROUND BARS FOR ANTENNA GROUNDING SHALL BE DIRECTLY FASTENED TO THE STEEL STRUCTURE WITH STAINLESS STEEL HARDWARE &/OR ANGLE ADAPTORS (E.G. PIROD/VALMONT PART #167105 OR EQUIV. — W/O 'CHERRY" INSULATORS. THIS TYPE OF INSTALLATION SPECIFICALLY PRECLUDES THE USE OF INSULATORS BETWEEN THE TOWER STRUCTURE & THE GROUND BARS & DOES NOT ALLOW ANY DRILLING OF WELDING TO THE TOWER. NOTE: NO SOILS RESISTIVITY TESTING WAS PROVIDED AT THE TIME OF THIS DESIGN. I GROUND R WITH INI5PEGT0 . WELL j I I I 1 0-4 I I I I I I I I I I DO NOT SCALE eRAWNG& CONTRACTOR u151 VERIFY ALL DIMENSIONS AND AUYBE OONSa TAKM OF ANY ERRIM OR OMISSIONS. No VAHNTMy6 OR WOII+CADONS Ta WORK sz. MWL eE IHPLEMgm MIHOOY PRO wfirm APPRaV ALL PmXwS 155uE5 OF T» OTANTMc; A/K SIJPEA' ED 6Y THE IAI[W FMZSM, ALJ,,= AND spjE FIGSR1Ns REMAIN THE FROFOgrr Or N my-SI n Co"ORATIOK NEIbom MORRL 04 /4 xo WR THL AXHMCT "1 BE YROYI W4 0DRORUcn10N IIEV1W 01' THIS PROJECT. 8259 "ROBERT ERED TECT LARAI GT N'00' ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION 0 10/19/17 ISSUED FOR PERMIT A 08/16/17 ISSUED FOR REVIEW No. Date Revision Client: verizond" fir "CROWN CASTLE 1505 WESTLAKE AVE N. SUITE Wo SEATTLE, WA 98109 ME n MOFZRI50N HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 Ynnva.morrisonhelshfield oom BU# 846423 FEDERAL WAY 1628 SOUTH 344TH STREET FEDERAL WAY, WA 98003 Title: GROUNDING PLAN AND NOTES Project Number: Stert Date: 7170282 08/11/17 RKL No: m� 24'x36' SCALE: NOT TO SCALE GROUNDING NOTES 2 24x36' SCALE: NOT TO SCALE GROUNDING PLAN 1 11'x17' SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE NOT USED 5 11"x17" SCALE: NOT TO SCALE DO NOT SCALE DRAWINGS. CONTRACTOR 1,M5T VERITY ALL POWER CABINET PANEL SCHEDULE PANEL PP-1 DIMENSIONS NIOAPISECOOR MOMSOF/PO'CFRORK OR OMISSIONS. NO VA ADVISE S OR LTANTS F TO WORK BUS VA LOAD WIRE GND COND AMPS BUS A B AMPS COND GNO WIRE LOAD BUS VA A B A I B 2792 ANDREW PDU/BATT CABINET RECTIFIERS " #6 #8 2" 40 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 2 4 6 8 10 12 14 1 fi 18 20 22 24 26 28 30 32 34 36 38 40 42 60 1' #10 #6 SURGE ARRESTOR 0 0 2792 20 1/2" #12 #12 TELCO GFI RECEPTACLE 180 2792 ANDREW PDU/BATT CABINET RECTIFIERS " ANDREW PDU/BATT CABINET RECTIFIERS " #6 #6 #8 #8 2" 2" 40 40 20 1/2' 012 #12 TELCO CABINET FAN 180 2792 2792 20 1/2' 112 #12 1 EXTERIOR LIGHT 332 2792 20 1/2" #12 012 GENERATOR BLOCK HEATER 1200 2792ffijR ANDREW PDU/GATT CABINET RECTIFIERS CHAR INDUSTRIES PM63912JNI CABINET AC PANEL #6 #3 #8 #8 2" 1-1/2' 40 100 20 1/4� #12 #12 GENERATOR BATTERY CHARGER 1000 2792 - - - - SPACE - - - - - - SPACE 1210 - - - - SPACE - 1210 - - - SPACE - 180 RECEPTACLE INSIDE PDU CABINET " RECEPTACLE INSIDE BATTERY CABINET " #10 #10 #10 #10 2" 2" 20 20 - - » SPACE 180 _ _ - SPACE - SPACE - - - - - SPACE SPACE - - - -- _ _ _ _ - - - .- SPACE _ - - -- SPACE - - - - -- - SPACE - SPACE SPACE - - - - - - -- - - - - -- - SPACE - - -- - SPACE - SPACE SPACE - - - - - - - -- - - - - - SPACE - - - - SPACE - SPACE - - -- - - SPACE - - - - - - - - SPACE TOTAL VA BUS A 14070 BUS B 12738 CONNECTED VA: 25808 AMPERES: BUS A 109 BUS B 106 TOTAL 108 RATED VOLTAGE: ❑ 120/208 E 120/240 ❑ 277/480 1 PHASE, 3 WIRE I BRANCH POLES ❑ 12 ❑ 18 ❑ 20 ❑ 24 ❑ 30 ❑ 36 IN 42 RATED AMPS: ❑ 100 N 200 ❑ 400 CABINET:IN SURFACE ❑ FLUSH FULL NEUTRAL BUS M. GROUND BUS HINGED DOOR KEYED DOOR LATCH ENCLOSURE TYPE NEMA-31R BRANCH DEVICES ❑ FUSED 0 CIRCUIT BREAKER ❑ MAIN LUGS ONLY MAIN 200A 0 BREAKER ❑ FUSED SWITCH ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT CURRENT OF MINIMUM 42,000 AMPS SYMMETRICAL ACCEPTABLE UANUFACI.AM/14000- INTERSECT MODEL: D300L smwH swLL Be wPLE1,ENIED WTHOUT PRIOR WWrEN APeROY ALL PREHpUS ISSUES OF 99% DRAINING ARE sUPER5E0fA 61' STE uTO pfV1510N. A1.L ORAWR GS AND SPECIFICATIONS REMAIN THE PROPERLY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PRONOING CONSTRUCTION REVIEW OF THIS PROJECT. 8259 "ROBERT ED CT RA T 0' ROBERT JERRY LARA LICENSED ARCHITECT — STATE OF WASHINGTON 8259 CONSTRUCTION 0 10/19/17 ISSUED FOR PERMIT A 08/16/17 ISSUED FOR REVIEW No. Date Revision Client: vphrl70n%/ NOTES: PANEL PP-1 IS INCORPORATED INTO THE INTEGRATED LOAD CENTER (ILC). ALL BREAKER POSITIONS TO BE POPULATED AS SHOWN ABOVE INCLUSIVE CIRCUIT BREAKERS INTENDED FOR OPTIONAL EQUIPMENT. ALL UNUSED BREAKERS TO BE LABELED "SPARE" Implementation Team: (") CIRCUITS ROUTED INSIDE SAME CONDUIT 24"x36" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE NOT USED 4 PANEL SCHEDULE 3� CROWN 11'x17' SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE V � CASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE, WA 98109 LEO SECURITY U(UTTHONIA CAT #HFL1-LED-P1-4040K-WFL-MVOLT OR EQUIVALENT) TYP GALV PIPE CAP A&E Team: EXOTHERMIC WE flapoll FINISHED GRADEPIPE;--,,,,METER/MAIN _ D/ STD. % PL, CIRCUIT BREAKER COMBO MORRISON HERTE200 D WAVE GUIDE POST ELEVATIOhi K.0 PROVIDE 3/1fi" THK. CAP ID SEAL WELD ALL AROUND 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 BONDING CONDUCTOR DRILL WAVE GUIDE GRATING IF /f// Tel: 206:2687370 TO EQUIPMENT PAD REQUIRED TO ALLOW INSTALLATION www. morrisonhemhfield wrn GROUND RING OF STAINLESS STEEL THREADED ROD P1000 UNISTRUT FASTENED TO POST BY 1/2'o STAINLESS NEW INTERSECT 4 TO 6 HOUR Project Info: WAVE GUIDE GRATING WASHER TYP U-BOLTS (TYP), LOCATION TO 00 CO TEFORLCO CRANK TIMER IN (TLC) ENCLOSURE INTEGRATED ENCLOSURE FOR WATERPROOF CASE FENDER SUIT UTILITY EQUIPMENT LOAD CENTER FIBER q BU# 846423 1/4" STAINLESS STEEL AL TOWARD ROD (TYPICAL EACH ATTACHMENT REQUIREMENTS FEDERAL WAY WAVE GUIDE POST END OFDGROUN BAR PLATE) EQUIPMENT PAD 1628 SOUTH 344TH STREET FEDERAL WAY, WA 98003 3" CONDUIT TO UTILITY A TRANSFORMER Drawing Title: ANTENNA CABLE L�. #4 GEC. #2 AWG TINNED ANTENNA CABLE GROUNDING CABLE CONDUCTOR TO ELECTRICAL FULL THREADED ROD AS C REQUIRED) TUAL ER GROUND RING (TIP) f GROUNDING DETAILS & CABLE SUPPORT WAVE GUIDE MOUNTED COPPER GROUND BAR PLATE T.O. FINISHED GRADE 11 1 1 I I l l I I PANEL SCHEDULE NUT AND LOCK WASHER 1 1 1 1 I 11 1 NEW #2 AWG SOLID TINNED WAVE GUIDE WUNT£O COMBINATION (TYPICAL) SECTION A —A z I I 1 1 l l 1 1 I I COPPER GROUND RING EROWNA BAR PLATE. SUSPENO BELOW LOWEST A - yROW Project Number. Start Date: OF ANTENNA GROUNDING CABLE EACH NOTE: SEE SHEET C-3 FOR CONSTRUCTION 7170282 08/11/17 CABLES. LOCATE WITHIN ANTE ANTENNA CABLE) SPECIFICATIONS FOR WAVEGUIDE SUPPORT ;Designer: 2'-0" OF CLOSEST ICE 2' CONDUIT .. _ Drafter: BRIDGING POST TO ANTENNA CABLE COVER ASSEMBLY #2 AWG BARE TINNED SOLID COPPER PIGTAIL ROUTE PIGTAIL 2" PVC CONDUIT TO GEN. 4' CONDUIT TO FIBER CABINET JS LB Project Manager. Professional of Record: SUCH AS TO AVOID 90' BENDS OUT PUT BREAKER RKL Rat BETWEEN GROUND AR (2) 4" CONDUITS TO R.O.W. AND WAVE GUIDE POSTPLATE CONDUITS ROUTED Revison No: a"! No: UNDERGROUND TO EQUIPMENT TYP. 0 E-5 WAVEGUIDE MOUNTED GROUND BAR PLATE INSTALLATION 12 ELECTRICAL EQUIPMENT ELEVATION 1 not nor ' Au wAww-is. CONTRACTOR MUST VMFe ALL. awWj1S0H5 AND MMSE ONDWOGW We E1WOWORS OR NOTES 1. CONTRACTOR SHALL CONFIRM LIGHTNING PROTECTION 5 lr D NO xAR11T10!A t Iw1wO T Fft To RTTE 51 W'DPA snu>. 1V INPr.US LAYOUT WITH VERIZON WIRELESS PROJECT MANAGER PRIOR 1Ws5 f4 ARE x�'RSE MJ. 4MU Of TIS W TO INSTALLATION THE LAT'sake DRRISON AND 8f THE LATEST ROPERTY 2. ALL ANTENNA CABINETS ARE UL LISTED 1950 INFORMATION Sp WO no OF e o SIWu. WE RERsH1CA1 0 RORAI II. Errp"TWY OF 30RHCRW TECHNOLOGY EQUIPMENT. ACCESSORY #97B4 1 () 3.0" TRADE SIZE ING t0fN RUC=4lEiD rTDZT PROVIDING NDR TN[ nRCHIrECI' MRL BE PROVIDING C.palSfitllC7>t7X HDR TWE 3. ALL GROUNDING CONNECTIONS WITHIN THE EQUIPMENT KNOCKOUT 3.63" ACTUAL REEW OF THIS PRO>= CABINETS SHALL BE PER THE GUIDELINES OF THE DIAL IN REAR OF ENCLOSURE POWER AND MANUFACTURER'S SPECIFICATIONS, (6) 1.5" TRADE SIZE KNOCKOUTS PANELBOARD (SQUARE—D), NO BATTERY REAR ENCLOSURE WALL 200 AMP MAX, 30 SPACES 8259 CABINET REGISTERED (5) .75" TRADE SIZE KNOCKOUTS REAR ENCLOSURE WALL::�� BRANCH CIRCUIT ARCHITECT Q GROUND TERMINALS PROPOSED ACC 1175F2 (OPTIONAL) O FIBER SUB —FEED LUGS 200 AMP MAX CABINET NEUTRAL BONDING JUMPER ROBERT J RY LARA PROPOSED FIBER (SHIPPED DISCONNECTED) ❑ TRANSFER SWITCH CONTROLLER TAT O 1 GT N CABINET 0 NORMAL SOURCE TRANSIENT _ • VOLTAGE SURGE SUPPRESSOR (1VSS) ASCO 458 SERIES (6 MODE) 22.27:-041001 REAR OF CABINET TYP� O ACCESSORY 73VB1 ROBERT JERRY LARA LICENSED ARCHITECT <110 EMERGENCY SOURCE STATE OF WASHINGTON TRANSIENT VOLTAGE SURGE SUPPRESSOR (TVSS) 8259 #2 TINNED SOLID COPPER ASCO 458 SERIFS (6 MODE) WIRE 50' MAX CONNECT 200 AMP, 1 PHASE/3 WIRE TO #2 GROUND TYP GENERATOR INPUT RECEPTACLE CONSTRUCTION EMERGENCY SOURCE W/ SOURCE "UTILITY" MAIN CUSTOMER PROVIDED FEMALE PLUG ER DISCONNECT CIRCUIT BREAKER DISCONNECT ACCESSORY 37P — APPLLZON PN ' 200A (SQUARE—D), JGL26200C D AR30044—RS 4 WIRE/4 POLE D CASE GROUND REVERSE SERVICE D ❑ CONNECT CLAMP STYLE COVER • Q EMERGENCY SOURCE #2 CI ❑ "PERMANENT" GENERATOR" O O POWER DISTRIBUTION BLOCK CIRCUIT BREAKER 200A ❑ p O O ASCO D300 SERIES AUTOMATIC 8.6 INCHES WIRE BENDING SPACE (SQUARE—D), JDL26200C O 10/19/17 ISSUED FOR PERMIT TRANSFER SWITCH 200 AMP SUITABLE FOR UP TO EMERGENCY SOURCE #1 PROVIDE GROUND BAR OR BOND NEUTRAL BUSS 1) 250 MCM "PORTABLE" GENERATOR" A 08 16/17 ISSUED FOR REVIEW / CABINETS DIRECTLY TO GROUND RING TERMINATION ASSEMBLY CONDUCTOR PER PHASE CIRCUIT BREAKER 200A (SQUARE—D), JDL26200C No. Date Revision EXTEND TO GROUND RING W/ A #2 AWG SOLID BARE TINNED FRONT EXTERIOR DOOR AN TOP RTM Client: COPPER CONDUCTOR (TYP) PANELUMP REMONT VED PANEL REMOVED NOTE: GENERATOR PLUG TO BE LOCATED REMOTELY CONSULT/MFR TO PROVIDE l/ �� J—BOX SO AS NOT TO VIOLATE UL LABEL 24'x36" SCALE: NOT TO SCALE ELECTRICAL LPS DETAIL 4 24"x36" SCALE: NOT TO SCALE POWER TRANSFER INTEGRATED LOAD CENTER DETAIL 3 Implementation Team: 11"x17" SCALE: NOT TO SCALE 11"x17' SCALE: NOT TO SCALE CROWN CZCASTLE 1505 WESTLAKE AVE N, SUITE 800 SEATTLE• WA 98109 ANTENNA COAX CABLES A&E Team: GPS ANTENNA VAN ANTENNA COAX JUMPER VALMONT UNIVERSAL WAVEGUtM BRIDGE PIPE ADAPTER KIT 81534 � I MORRISON HERSHFIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 www.mornson hershfield com Project Info: TENNA COAXIAL BU# 84 4 FGROUNDS REST RADIO TENNA COAXIAL 1628 SDDEUT}{�344LT}INS CABINET OUND BAR FEDERAL WAY, WA 98003 AWG TINNED SOLID COPPER IN 3/4" PVC Drawing Title: EXOTHERMICALLY WELDED TO GROUND RING ELECTRICAL & GROUNDING #2 AWG TINNED SOLID COPPER EXOTHERMICALLY DETAILS . ' WELDED TO GROUND RING - - Project Number: 'Start Dote: '7170282 �08/11 /17 #2 AWG TINNED SOLID COPPER EXOTHERMICALLY Crafter: 'Designer: WELDED TO GROUND RING JS ILB Project Manager. Professional of Record: IRKL RL 'Revision No: Sheet No: 0 E-6 24"x36' SCALE: NOT TO SCALE WAV E G U I D E BRIDGE 2 24'x36' SCALE: NOT TO SCALE NOT USED 1 11'x17' SCALE: NOT TO SCALE 11'x17" SCALE: NOT TO SCALE DO NOT SCALE DRAWINGS. CONTRACTOR MUST IRRIFr ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY UVn DR OMISSIONS NO VARIATIONS OR MODIFICATIONS TO WORK SHDNH SMvi 11E IIAPUEAKIRED +IITH0U1 PRIOR WRITTEN AfWROVAL Al,L PREVIOIl5 IS91fS Or TICS aRA11TNO ARi SUPDL^EOi9 8r THE uiEST REYSPON. ALL DRAWINGS FND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON FINISH GRADE HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIEID NOR THE ARCHITECT WILL BE PROWOING CONSTRUCTION TOP OF GRAVEL REVIEW OF THIS PROJECT. ME — 30' DEEP INSPECTION WELL OR EQUIVALENT 8259 REGISTERED ARCHITECT TYPE TA ItrpE rru � TYPE SS 2 I I� I — I f— I— — I I- I F MAIN CONDUCTOR,><C:AO:WELD TYPE 'CAT' 1 I II v o v TT ----II 41 yyy777,,, 0 o °�° L COPPER CABLE j W__ .LIF D n°o _ ..LL..Ii». 0 o IIIII av„°v o°tl I� 3�4" CRUSHED STONE OR TYPE "TA" ROBERT J RRY LARA a o° a E0L1AL FILL TEST WELL TO TAT OI lA HINGT N n �l ° WITHIN 8' OF TOP m 000 Dove #2 SOLID TINNED TYPE W TYPE VSS TYPEiYPEi�.I (o 00,Da 9 00 COPPER CONDUCTOR 3ST/EELx10ROUND COPPER ROO � 22:27:51-041001 9 O EXOTHERMIC WELDED ROBERT JERRY LARA CONNECTION (TYPE—GT) LICENSED ARCHITECT TMPF cr TYPE GY TYPE GR TYPE GL #2 AWG SOLID TINNED BARE STATE OF WASHINGTON COPPER WIRE EXOTHERMIC WELD 8259 CONNECTION TO GROUND ROD 3/47x10' COPPER CLAD GROUND ROD CADWELD CONSTRUCTION CONNECTION (TYPE -PT) 24"x36" SCALE: NOT TO SCALE CADWELD GRND CONNECTION DETAIL 9 11*Xx36' SCALE: NOT TO SCALE 17' SCALE: NOT TO SCALE GRND ROD WITH ACCESS AREA 8 11 x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE SCALE: NOT TO SCALE GROUND RING BOND 7 0 10/19/17 (ISSUED FOR PERMIT TO ANTENNAS (TYPICALLY) A 08/16/17 'ISSUED FOR REVIEW NEW COAXIAL GROUND KITS W/ LONG BARREL 12' TO 24' NOTE: COAT ALL MECHANICAL CONNECTIONS COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & a No. Date Revision s20' MAX. INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE-GL) RX2 TX1/Rlty Client: WITH "NOOX" OR APPROVED EQUAL _ f NEW 4"x24"x1/4" THK COPPER GROUND 0 BAR, INSTALLED BY GENERAL CONTRACTOR O COAX JUMPER (TYP.) WEATHERPROOFING ANTENNA CABLE CABLE CONNECTOR ■ KIT (TYP.) WEATHERPROOFING �� CONNECTOR KIT E (SEE NOTE 3) #6 AWG STRANDED COPPER F WEATHERPROOFING GROUND KIT (NP.) GROUND WIRE (GROUNDED TO000000 0 0 0 0 0 0 0000 KIT (TYP.) SEE NOTE 2 #6 AWG CABLE GROUND KIT GROUND BAR). SEE NOTE 1& 2 0000000 0 0 0 0 0 0 0 0 0 0 ANTENNA CABLE TO a ISOLATE FROM TOWER BTS EQUIPMENT (TYP.) HALO W/ #2 TO LOWER 000 0O 0 0 0 0 0 0 0 0 0 0 0 0 TOWER BUS BAR Implementation Team: COPPER ANTENNA GROUND O O BAR, WITH INSULATORS. 1.CROWN 1. 00 NOT INSTALL CABLE GROUND KIT AT A BEND AND TO GROUND RING ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS EXOTHERMIC DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 1505 WESTLAKE AVE N, SUITE 800 #2 AWG SOLID BARE TINNED WELD (TYP.) DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. SEATTLE, WA 9BI09 3_ WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, _ COPPER GROUND WIRE WEATHER COLD SHRINK SHALL NOT BE USED_ S R NK SPROOFING HALL NOT BE E TWO-PART TAPE KIT. COLD USED. A&E Team: 1 R I 241x36" SCALE: NOT TO SCALE GROUND BAR DETAIL 6 24"x36' SCALE: NOT TO SCALE GRND CABLE CONNECTION 5 x36" SCALE: NOT TSCALE COAX CABLE GROUNDING 4 � 11'x17' SCALE: NOT TO SCALE 11'x17' 117 SCALE: NOT TO SCALE 11'x17" SCALE: NOT TOO SCALE MORRISON HERSH FIELD 600 STEWART ST, SUITE 200 SEATTLE, WA 98101 Tel: 206.268.7370 wvAv.morrisonhershIleld.com FINISHED GRADE, OR GROUND TRENCH Project Info: COVER MATCH SLOPE AND CAUTIONARY TAPE THICKNESS OF EXISTING � COMPACTED SACKFUL I OR SATISFACTORY SOIL GRADE_ FEDERAL WAY 1628 SOUTH 344TH STREET FEDERAL WAY, WA 98003 is 71111 -- I-P z Orowing Title: TELEPHONE CONDUITS w EXOTHERMIC WELL --- COMPACTED SAND ELECTRICAL & ELECTRICAL CONDUITS GROUNDING COMPACTED SAND BED RING GROUND 2 AWG DETAILS I -I BCW SOLID, TINNED i �-- GROUND ROD COPPER 7 CLAD STEEL ROD WITH NOTES. MINIMUM 3/4"x10'-0" 3" MIN. 1. GROUND LINE TO BE A MIN. OF Project Number: Stort Date: 6' MIN. TYP 30' OR BELOW FROST LINE, 7170282 08/11/17 TYP WHICHEVER IS DEEPER. 2. GROUND ROD SHALL BE DRIVEN Drafter: Designer: VERTICALLY, NOT TO EXCEED 45 .J$ LB DEGREES FROM THE VERTICAL laroject Manager. I1rofessional of Record: RKL IRL Revision No: Sheet No: I 0 E-7 jI 24'x36" SCALE: NOT TO SCALE NOT USED 3 24'x36" SCALE: NOT TO SCALE POWER/TELCO TRENCH 2 24'x36" SCALE: NOT TO SCALE GROUND ROD 1 I 11k17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE