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BLD2014-00240
SJILDING PERMIT APPLICAT BLD14-00240 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00240 Received Date: 7/9/2014 SITE ADDRESS: 1760 KALA POINT DR PORT TOWNSEND, 98368 OWNER: KALA POINT OWNERS ASSOC PHONE: 360-385-0814 1760 KALA POINT DR PORT TOWNSEND WA 98368-2505 SUBDIVISION: Block: Lot: TX 18 PARCEL NUMBER: 001281004 Section: 28 Township: 30 N Range: 1\A CONTRACTOR: TBD PHONE: 253-584-6606 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP Modify Existing Antenna Equipment. ( The over all height of the tower will increase) TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP ADD MAIN: INDUSTRIAL: VALUATION CODE EDITION: 2012 ADD'L: HEAT TYPE: OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS NUMBER OF EMPLOYEES: WATER SYSTEM: BATHROOMS: Exist: Prop: Total: Routing Date: Type Amount Paid By: Date: Receipt: Fi ga+q 2D Permit $0.00 SRE 07/09/14 ^1 W V Plan Check $0.00 SRE 07/09/14 SEP 0 8 2014 State Building Code $0.00 SRE 07/09/14 Total: $0.00 Jefferson County DCD \\tidem ark\data\form s\F_BLD_App_B Id.rpt 7/11/2014 • AMERICAN TOWERS C O R P O R A T I O N Structural Analysis Report Structure : 150 ft Self Supported Tower ATC Site Name : Port Townsend, WA ATC Site Number : 83041 Engineering Number : 59143821 Proposed Carrier : Sprint Nextel Carrier Site Name : Port Townsend Carrier Site Number : SE33XC106 Site Location : 1760 Kala Point Dr. - Rv Lot Port Townsend, WA 98368-2505` E C E Q V E 48.068147,-122.800447 I'D County : Jefferson JUL - 9 2014 JI Date : June 30, 2014 JEFFERSON COUNTY Max Usage 57% DEPT.OF COMMUNITY DEVELOPMENT Result : Pass Billy Gene Davis,Jr. K. K. L4 A1, Engineer Ill �%. WAS HiF� h • 1 : r r a4)1144041" f (13, 44967 IEXPIRES /y L 2-0..5. 1 Jun 30 2014 4:39 PM ATC Tower Services,Inc.-8505 Freeport Parkway,Suite 135-Irving,TX 75063-972-999-8900 Office-972-999-8940 Fax-www.americantower.com Eng. Number 59143821 June 30, 2014 AMERICAN TOWER' CORPORATION Table of Contents Introduction 1 Supporting Documents 1 Analysis 1 Conclusion 1 Existing and Reserved Equipment 2 Equipment to be Removed 2 Proposed Equipment 2 Structure Usages 3 Foundations 3 Deflection,Twist,and Sway 3 Standard Conditions 4 Calculations Attached ATC Tower Services,Inc.-8505 Freeport Parkway,Suite 135-Irving,TX 75063-972-999-8900 Office-972-999-8940 Fax-www.americantowercnin Eng. Number 59143821 June 30, 2014 AMERICAN TOWER' Page 1 CO n PORF`i O " Introduction The purpose of this report is to summarize results of a structural analysis performed on the 150 ft self supported tower to reflect the change in loading by Sprint Nextel. Supporting Documents Tower Drawings PiROD DWG.NO:120885-B dated December 16, 1992 Foundation Drawing PiROD DWG.NO:120885-B dated December09, 1992 Geotechnical Report RZA Agra,Inc.W-8617 dated December 2,1992 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 100 mph (3-Second Gust,Vasd) / 129 mph (3-Second Gust,Vult) Basic Wind Speed w/Ice: 30 mph(3-Second Gust)w/1/4" radial ice concurrent Code: ANSI/11A-222-G/2012 IBC Structure Class: II Exposure Category: C Topographic Category: 1 Spectral Response Ss= 1.28 Si=0.52 Site Class D Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering @americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services,Inc.-8505 Freeport Parkway,Suite 135-Irving,TX 75063-972-999-8900 Office-972-999-8940 Fax-www.America ntower.corn Eng. Number 59143821 June 30, 2014 AMERICAN TOWER' Page 2 CORPORATION Existing and Reserved Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 149.0 1 2'Omni 148.0 148.2 1 2"x 4"GPS Leg (2)7/8"Coax 3 Antel BXA-80080-8CF-EDIN-X 1 Raycap RxxDC-3315-PF-48 3 Ericsson RRUS 11 150.0 3 AWC-TTMA-700C-VG (12)15/8"Coax Verizon Wireless 147.0 Sector Frame 3 AWC-TMA-DD-700-C (1)1.27"Hybrid 6 ClearComm 850/1900 3 Antel BXA-70080/8CF 152.0 3 Ante!BXA-185090/8_FP 137.0 137.0 3 Argus LLPX31OR Clearwire Mount (6)5/16"Coax Clearwire 3 Huawei DB53900 WiMAX (1)2"Conduit 1 Andrew VHLP2-18-2GR/B 124.0 124.0 1 DragonWave Horizon Compact Plu Pipe (1)3/8"Coax 3 Samsung RRH-P4(1.9 GHz) 2 Andrew ADFD1820-33338-XDM (6)15/8"Coax Sprint Nextel 120.0 123.0 Sector Frame 2 RFS APXVRR13-C-A20 (3)11/4"Hybriflex 6 DAPA 48010 111.5 111.5 1 RSI MHP-60A96-S Pipe (1)EW63 Verizon Wireless Equipment to be Removed Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount I RAD No loading to be removed. Proposed Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 3 ET-X--WM-18-65-8P 3 2.5 GHz 8T8RRRH 120.0 123.0 3 DSSS2006A Sector Frame - Sprint Nextel 3 Samsung FiberJunct.Cylinder 3 Samsung Power Junct.Cylinder 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). No new coax. ATC Tower Services,Inc.-8505 Freeport Parkway,Suite 135-Irving,TX 75063-972-999-8900 Office-972-999-8940 Fax-www.americantower.com A Eng. Number 59143821 June 30, 2014 AMERICAN TOWER' Page 3 CORPORA-ION Structure Usages Structural Component Controlling Usage Pass/Fail Legs 46% Pass Diagonals 57% Pass Horizontals 8% Pass Anchor Bolts 39% Pass Leg Bolts 39% Pass Foundations Original Design Factored Design o Reaction Component Reactions Reactions* Analysis Reactions /N of Design Uplift(Kips) 307.8 415.5 190.5 46% Axial (Kips) 332.9 449.4 220.7 49% Shear(Kips) 35.5 48.0 23.3 49% *The design reactions are factored by 1.35 per ANSI/TIA-222-G,Sec.15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings,therefore no modification or reinforcement of the foundation will be required. Deflection,Twist and Sway* Antenna Elevation (ft) Deflection (ft) Twist (°) Sway(Rotation) (°) 147.0 0.185 0.018 0.213 *Deflection,Twist and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G ATC Tower Services,Inc.-BOOS Freeport Parkway,Suite 135-Irving,TX 75063-972-999-8900 Office-972-999-8940 Fax-www.americantower.com A AMERICAN TOWER' C O a PCNA . ION Standard Conditions All engineering services are performed on the basis that the information used is current and correct.This information may consist of, but is not necessary limited,to: Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components,or other relevant information. Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services, Inc. and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary,we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA-222.The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities,we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes,the client shall specify the exact requirement. All services are performed, results obtained,and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services, Inc. is not responsible for the conclusions,opinions and recommendations made by others based on the information we supply. ATC Tower Services,Inc.-8505 Freeport Parkway,Suite 135-Irving,TX 75063-972-999-8900 Office-972-999-8940 Fax-www.americantower com o r= C.C. N r N 0 II 0 J L.c O co .t=13 f m 3 C r O O C x Nq O m~ N J 01 A L t 2 2 0 V x E cTNX U Q ICO O m U 0 .003 C n c o C d W 0- K mn f6 'O Ol YS IL O u.w, '-j- NC CCr17� N N .-,U0 cm Um �" C r �' N',?0-. 400 o«mzo-m 2, 0. t N in , Nnn,-O G 7 'f Um0000 °moo°m cjN2NK m 2m� m 3 C C 0 d NNr Wtp%J Cl. C 0000 m oN�r.)n dy'4y a O d . II NNnrr xwOr❑ yc O[Ox(7 J >OJ 0WCW V O 3 0f t' 00000NN Q .2. 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All tights reserved Location: Port Townsend,WA Y 6/30/2014 3:59:33 PM Code: ANSI nA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 Z/ Section Forces LoadCase 1.2D+ 1.6W Normal 100.00 mph Normal to Face with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor : 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 29.56 0.00 13.90 0.00 0.13 2.83 1.00 1.00 0.00 7.87 24.28 0.00 1,751.1 0.0 895.38 824.71 1,720.09 7 125.0 28.86 4.76 7.81 0.00 0.21 2.55 1.00 1.00 0.00 8.30 16.33 0.00 1,241.2 0.0 831.40 531.44 1,362.83 6 110.0 28.10 12.22 17.23 0.00 0.20 2.60 1.00 1.00 0.00 19.88 52.62 0.00 3,261.4 0.0 1,976.53 1,652.0 3,628.62 5 90.00 26.94 13.46 18.83 0.00 0.17 2.70 1.00 1.00 0.00 21.55 54.04 0.00 3,787.5 0.0 2,129.15 1,621.3 3,750.45 4 70.00 25.55 14.87 18.83 0.00 0.15 2.78 1.00 1.00 0.00 22.73 54.04 0.00 3,862.8 0.0 2,197.43 1,537.7 3,735.18 3 50.00 23.80 16.41 22.04 0.00 0.14 2.80 1.00 1.00 0.00 25.54 54.04 0.00 5,281.1 0.0 2,316.31 1,432.5 3,748.90 2 30.00 21.37 24.04 22.04 0.00 0.15 2.78 1.00 1.00 0.00 33.25 54.04 0.00 5,553.7 0.0 2,685.07 1,286.5 3,971.60 1 10.00 18.50 26.30 23.64 0.00 0.14 2.80 1.00 1.00 0.00 36.10 54.04 0.00 6,363.9 0.0 2,544.03 1,113.3 3,657.34 31,102.7 0.0 25,575.00 LoadCase 1.2D+ 1.6W 60 deq 100.00 mph 60 deg with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Or (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 29.56 0.00 13.90 0.00 0.13 2.83 0.80 1.00 0.00 7.87 24.28 0.00 1,751.1 0.0 895.38 824.71 1,720.09 7 125.0 28.86 4.76 7.81 0.00 0.21 2.55 0.80 1.00 0.00 7.35 16.33 0.00 1,241.2 0.0 736.10 531.44 1,267.53 6 110.0 28.10 12.22 17.23 0.00 0.20 2.60 0.80 1.00 0.00 17.43 52.62 0.00 3,261.4 0.0 1,733.57 1,652.0 3,385.66 5 90.00 26.94 13.46 18.83 0.00 0.17 2.70 0.80 1.00 0.00 18.85 54.04 0.00 3,787.5 0.0 1,863.10 1,621.3 3,484.40 4 70.00 25.55 14.87 18.83 0.00 0.15 2.780.80 1.00 0.00 19.75 54.04 0.00 3,862.8 0.0 1,909.82 1,537.7 3,447.57 3 50.00 23.80 16.41 22.04 0.00 0.14 2.80 0.80 1.00 0.00 22.26 54.04 0.00 5,281.1 0.0 2,018.73 1,432.5 3,451.32 2 30.00 21.37 24.04 22.04 0.00 0.15 2.780.80 1.00 0.00 28.44 54.04 0.00 5,553.7 0.0 2,296.74 1,286.5 3,583.26 1 10.00 18.50 26.30 23.64 0.00 0.14 2.80 0.80 1.00 0.00 30.84 54.04 0.00 6,363.9 0.0 2,173.35 1,113.3 3,286.65 31,102.7 0.0 23,626.49 LoadCase 1.2D+ 1.6W 90 deg 100.00 mph 90 deg with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) (Ib) 8 140.0 29.56 0.00 13.90 0.00 0.13 2.830.85 1.00 0.00 7.87 24.28 0.00 1,751.1 0.0 895.38 824.71 1,720.09 7 125.0 28.86 4.76 7.81 0.00 0.21 2.550.85 1.00 0.00 7.59 16.33 0.00 1,241.2 0.0 759.92 531.44 1,291.36 6 110.0 28.10 12.22 17.23 0.00 0.20 2.60 0.85 1.00 0.00 18.04 52.62 0.00 3,261.4 0.0 1,794.31 1,652.0 3,446.40 5 90.00 26.94 13.46 18.63 0.00 0.17 2.70 0.85 1.00 0.00 19.53 54.04 0.00 3,787.5 0.0 1,929.62 1,621.3 3,550.92 4 70.00 25.55 14.87 18.83 0.00 0.15 2.780.85 1.00 0.00 20.50 54.04 0.00 3,862.8 0.0 1,981.72 1,537.7 3,519.47 Page 1 Site Num ber: 83041 02007-2014 by A TC IPLLC. All nghfs reserved. Location: Port Townsend,WA Y 6/30/2014 3:59:33 PM Code: ANSIITIA-222 RevG Struct Class : II X Exposure : C / Topo: 1 �/ Section Forces 3 50.00 23.80 16.41 22.04 0.00 0.14 2.80 0.85 1.00 0.00 23.08 54.04 0.00 5,281.1 0.0 2,093.13 1,432.5 3,525.72 2 30.00 21.37 24.04 22.04 0.00 0.15 2.78 0.85 1.00 0.00 29.64 54.04 0.00 5,553.7 0.0 2,393.82 1,286.5 3,680.34 1 10.00 18.50 26.30 23.64 0.00 0.14 2.800.85 1.00 0.00 32.16 54.04 0.00 6,363.9 0.0 2,266.02 1,113.3 3,379.32 31,102.7 0.0 24,113.61 LoadCase 0.9D+ 1.6W Normal 100.00 mph Normal to Face with No Ice (Reduced DL) Gust Response Factor: 0.85 Dead Load Factor: 0.90 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) (Ib) 8 140.0 29.56 0.00 13.90 0.00 0.13 2.831.00 1.00 0.00 7.87 24.28 0.00 1,313.3 0.0 895.38 824.71 1,720.09 7 125.0 28.86 4.76 7.81 0.00 0.21 2.551.00 1.00 0.00 8.30 16.33 0.00 930.9 0.0 831.40 531.44 1,362.83 6 110.0 28.10 12.22 17.23 0.00 0.20 2.601.00 1.00 0.00 19.88 52.62 0.00 2,446.0 0.0 1,976.53 1,652.0 3,628.62 5 90.00 26.94 13.46 18.83 0.00 0.17 2.701.00 1.00 0.00 21.55 54.04 0.00 2,840.6 0.0 2,129.15 1,621.3 3,750.45 4 70.00 25.55 14.87 18.83 0.00 0.15 2.781.00 1.00 0.00 22.73 54.04 0.00 2,897.1 0.0 2,197.43 1,537.7 3,735.18 3 50.00 23.80 16.41 22.04 0.00 0.14 2.801.00 1.00 0.00 25.54 54.04 0.00 3,960.8 0.0 2,316.31 1,432.5 3,748.90 2 30.00 21.37 24.04 22.04 0.00 0.15 2.781.00 1.00 0.00 33.25 54.04 0.00 4,165.3 0.0 2,685.07 1,286.5 3,971.60 1 10.00 18.50 26.30 23.64 0.00 0.14 2.801.00 1.00 0.00 36.10 54.04 0.00 4,772.9 0.0 2,544.03 1,113.3 3,657.34 23,327.0 0.0 25,575.00 LoadCase 0.9D+ 1.6W 60 deg 100.00 mph 60 deg with No Ice (Reduced DL) Gust Response Factor: 0.85 Dead Load Factor: 0.90 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) (Ib) 8 140.0 29.56 0.00 13.90 0.00 0.13 2.83 0.80 1.00 0.00 7.87 24.28 0.00 1,313.3 0.0 895.38 824.71 1,720.09 7 125.0 28.86 4.76 7.81 0.00 0.21 2.55 0.80 1.00 0.00 7.35 16.33 0.00 930.9 0.0 736.10 531.44 1,267.53 6 110.0 28.10 12.22 17.23 0.00 0.20 2.60 0.80 1.00 0.00 17.43 52.62 0.00 2,446.0 0.0 1,733.57 1,652.0 3,385.66 5 90.00 26.94 13.46 18.83 0.00 0.17 2.70 0.80 1.00 0.00 18.85 54.04 0.00 2,840.6 0.0 1,863.10 1,621.3 3,484.40 4 70.00 25.55 14.87 18.83 0.00 0.15 2.78 0.80 1.00 0.00 19.75 54.04 0.00 2,897.1 0.0 1,909.82 1,537.7 3,447.57 3 50.00 23.80 16.41 22.04 0.00 0.14 2.80 0.80 1.00 0.00 22.26 54.04 0.00 3,960.8 0.0 2,018.73 1,432.5 3,451.32 2 30.00 21.37 24.04 22.04 0.00 0.15 2.78 0.80 1.00 0.00 28.44 54.04 0.00 4,165.3 0.0 2,296.74 1,286.5 3,583.26 1 10.00 18.50 26.30 23.64 0.00 0.14 2.800.80 1.00 0.00 30.84 54.04 0.00 4,772.9 0.0 2,173.35 1,113.3 3,286.65 23,327.0 0.0 23,626.49 Page 2 Site Number: 83041 ©2007-2014 byA TC IPLLC. All rights reserved. Location: Port Townsend,WA 6/30/2014 3:59:33 PM Code: ANSIfTIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 Z/ Section Forces LoadCase 0.9D+ 1.6W 90 deg 100.00 mph 90 deg with No Ice (Reduced DL) Gust Response Factor: 0.85 Dead Load Factor: 0.90 Wind Importance Factor : 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 29.56 0.00 13.90 0.00 0.13 2.83 0.85 1.00 0.00 7.87 24.28 0.00 1,313.3 0.0 895.38 824.71 1,720.09 7 125.0 28.86 4.76 7.81 0.00 0.21 2.55 0.85 1.00 0.00 7.59 16.33 0.00 930.9 0.0 759.92 531.44 1,291.36 6 110.0 28.10 12.22 17.23 0.00 0.20 2.60 0.85 1.00 0.00 18.04 52.62 0.00 2,446.0 0.0 1,794.31 1,652.0 3,446.40 5 90.00 26.94 13.46 18.83 0.00 0.17 2.700.85 1.00 0.00 19.53 54.04 0.00 2,840.6 0.0 1,929.62 1,621.3 3,550.92 4 70.00 25.55 14.87 18.83 0.00 0.15 2.78 0.85 1.00 0.00 20.50 54.04 0.00 2,897.1 0.0 1,981.72 1,537.7 3,519.47 3 50.00 23.80 16.41 22.04 0.00 0.14 2.80 0.85 1.00 0.00 23.08 54.04 0.00 3,960.8 0.0 2,093.13 1,432.5 3,525.72 2 30.00 21.37 24.04 22.04 0.00 0.15 2.78 0.85 1.00 0.00 29.64 54.04 0.00 4,165.3 0.0 2,393.82 1,286.5 3,680.34 1 10.00 18.50 26.30 23.64 0.00 0.14 2.800.85 1.00 0.00 32.16 54.04 0.00 4,772.9 0.0 2,266.02 1,113.3 3,379.32 23,327.0 0.0 24,113.61 LoadCase 1.2D+ 1.0Di + 1.0Wi Normal 30.00 mph Normal with 0.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor : 1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor : 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 2.66 0.00 27.31 13.41 0.26 2.41 1.00 1.00 0.58 16.04 25.92 9.82 2,466.9 715.8 87.42 72.30 159.72 7 125.0 2.60 4.76 11.89 4.08 0.28 2.36 1.00 1.00 0.57 11.80 17.28 9.90 1,730.9 489.7 61.39 52.80 114.19 6 110.0 2.53 12.22 25.59 8.36 0.25 2.43 1.00 1.00 0.56 27.19 56.38 27.40 4,586.7 1,325.3 142.25 161.92 304.17 5 90.00 2.42 13.46 27.48 8.65 0.21 2.55 1.00 1.00 0.55 29.32 57.73 27.64 5,161.3 1,373.9 154.04 162.93 316.97 4 70.00 2.30 14.87 27.78 8.94 0.18 2.65 1.00 1.00 0.54 30.76 57.64 26.95 5,247.3 1,384.5 159.21 156.68 315.89 3 50.00 2.14 16.41 31.22 9.18 0.17 2.68 1.00 1.00 0.52 34.21 57.52 26.06 6,703.1 1,422.0 167.14 145.26 312.40 2 30.00 1.92 24.04 31.30 9.26 0.18 2.67 1.00 1.00 0.50 41.91 57.35 24.76 7,117.9 1,564.1 183.27 127.86 311.13 1 10.00 1.66 26.30 32.44 8.80 0.17 2.71 1.00 1.00 0.44 44.77 57.00 22.19 7,837.1 1,473.2 171.83 107.46 279.29 40,851.2 9,748.5 2,113.76 LoadCase 1.2D+ 1.0Di + 1.0Wi 60 deg 30.00 mph 60 deg with 0.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Of Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 2.66 0.00 27.31 13.41 0.26 2.41 0.80 1.00 0.58 16.04 25.92 9.82 2,466.9 715.8 87.42 72.30 159.72 7 125.0 2.60 4.76 11.89 4.08 0.28 2.36 0.80 1.00 0.57 10.85 17.28 9.90 1,730.9 489.7 56.44 52.80 109.24 6 110.0 2.53 12.22 25.59 8.36 0.25 2.43 0.80 1.00 0.56 24.75 56.38 27.40 4,586.7 1,325.3 129.47 161.92 291.39 5 90.00 2.42 13.46 27.48 8.65 0.21 2.55 0.80 1.00 0.55 26.63 57.73 27.64 5,161.3 1,373.9 139.89 162.93 302.83 4 70.00 2.30 14.87 27.78 8.94 0.18 2.65 0.80 1.00 0.54 27.78 57.64 26.95 5,247.3 1,384.5 143.82 156.68 300.49 Page 3 Site Number: 83041 ©2007-2014 byATC IPLLC. 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Location: Port Townsend,WA 6/30/2014 3:59:33 PM Code: ANSIfTIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 Section Forces 3 50.00 2.14 16.41 31.22 9.18 0.17 2.68 0.80 1.00 0.52 30.93 57.52 26.06 6,703.1 1,422.0 151.11 145.26 296.37 2 30.00 1.92 24.04 31.30 9.26 0.18 2.67 0.80 1.00 0.50 37.10 57.35 24.76 7,117.9 1,564.1 162.24 127.86 290.10 1 10.00 1.66 26.30 32.44 8.80 0.17 2.71 0.80 1.00 0.44 39.51 57.00 22.19 7,837.1 1,473.2 151.64 107.46 259.10 40,851.2 9,748.5 2,009.24 LoadCase 1.2D+ 1.0Di + 1.0Wi 90 deg 30.00 mph 90 deg with 0.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) (Ib) 8 140.0 2.66 0.00 27.31 13.41 0.26 2.41 0.85 1.00 0.58 16.04 25.92 9.82 2,466.9 715.8 87.42 72.30 159.72 7 125.0 2.60 4.76 11.89 4.08 0.28 2.36 0.85 1.00 0.57 11.09 17.28 9.90 1,730.9 489.7 57.68 52.80 110.48 6 110.0 2.53 12.22 25.59 8.36 0.25 2.43 0.85 1.00 0.56 25.36 56.38 27.40 4,586.7 1,325.3 132.67 161.92 294.58 5 90.00 2.42 13.46 27.48 8.65 0.21 2.55 0.85 1.00 0.55 27.30 57.73 27.64 5,161.3 1,373.9 143.43 162.93 306.36 4 70.00 2.30 14.87 27.78 8.94 0.18 2.65 0.85 1.00 0.54 28.53 57.64 26.95 5,247.3 1,384.5 147.67 156.68 304.34 3 50.00 2.14 16.41 31.22 9.18 0.17 2.68 0.85 1.00 0.52 31.75 57.52 26.06 6,703.1 1,422.0 155.12 145.26 300.38 2 30.00 1.92 24.04 31.30 9.26 0.18 2.67 0.85 1.00 0.50 38.30 57.35 24.76 7,117.9 1,564.1 167.50 127.86 295.36 1 10.00 1.66 26.30 32.44 8.80 0.17 2.71 0.85 1.00 0.44 40.83 57.00 22.19 7,837.1 1,473.2 156.69 107.46 264.15 40,851.2 9,748.5 2,035.37 LoadCase 1.0D+ 1.0W Service Normal Serviceability-60.00 Wind Normal Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 10.64 0.00 13.90 0.00 0.13 2.83 1.00 1.00 0.00 7.87 24.28 0.00 1,459.2 0.0 201.46 185.56 387.02 7 125.0 10.39 4.76 7.81 0.00 0.21 2.55 1.00 1.00 0.00 9.26 16.33 0.00 1,034.3 0.0 208.79 119.57 328.37 6 110.0 10.12 12.22 17.23 0.00 0.20 2.60 1.00 1.00 0.00 22.11 52.62 0.00 2,717.8 0.0 494.61 371.72 866.33 5 90.00 9.70 13.46 18.83 0.00 0.17 2.70 1.00 1.00 0.00 24.19 54.04 0.00 3,156.2 0.0 537.89 364.79 902.68 4 70.00 9.20 14.87 18.83 0.00 0.15 2.78 1.00 1.00 0.00 25.55 54.04 0.00 3,219.0 0.0 555.90 345.99 901.89 3 50.00 8.57 16.41 22.04 0.00 0.14 2.80 1.00 1.00 0.00 25.54 54.04 0.00 4,400.9 0.0 521.17 322.33 843.50 2 30.00 7.69 24.04 22.04 0.00 0.15 2.78 1.00 1.00 0.00 33.25 54.04 0.00 4,628.1 0.0 604.14 289.47 893.61 1 10.00 6.66 26.30 23.64 0.00 0.14 2.80 1.00 1.00 0.00 36.10 54.04 0.00 5,303.2 0.0 572.41 250.49 822.90 25,918.9 0.0 5,946.30 Page 4 • Site Number: 83041 02007-2074 by ATC 7P LLC. All rights reserved. Location: Port Townsend,WA Y 6/30/2014 3:59:33 FM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 7/ Section Forces LoadCase 1.0D+ 1.0W Service 60 deg Serviceability-60.00 Wind 60 deg Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (lb) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 10.64 0.00 13.90 0.00 0.13 2.83 0.80 1.00 0.00 7.87 24.28 0.00 1,459.2 0.0 201.46 185.56 387.02 7 125.0 10.39 4.76 7.81 0.00 0.21 2.55 0.80 1.00 0.00 8.31 16.33 0.00 1,034.3 0.0 187.35 119.57 306.92 6 110.0 10.12 12.22 17.23 0.00 0.20 2.60 0.80 1.00 0.00 19.66 52.62 0.00 2,717.8 0.0 439.94 371.72 811.66 5 90.00 9.70 13.46 18.83 0.00 0.17 2.70 0.80 1.00 0.00 21.50 54.04 0.00 3,156.2 0.0 478.03 364.79 842.82 4 70.00 9.20 14.87 18.83 0.00 0.15 2.78 0.80 1.00 0.00 22.58 54.04 0.00 3,219.0 0.0 491.19 345.99 837.18 3 50.00 8.57 16.41 22.04 0.00 0.14 2.80 0.80 1.00 0.00 22.26 54.04 0.00 4,400.9 0.0 454.21 322.33 776.55 2 30.00 7.69 24.04 22.04 0.00 0.15 2.78 0.80 1.00 0.00 28.44 54.04 0.00 4,628.1 0.0 516.77 289.47 806.23 1 10.00 6.66 26.30 23.64 0.00 0.14 2.80 0.80 1.00 0.00 30.84 54.04 0.00 5,303.2 0.0 489.00 250.49 739.50 25,918.9 0.0 5,507.89 LoadCase 1.0D+ 1.0W Service 90 deg Serviceability-60.00 Wind 90 deg Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (lb) (lb) 8 140.0 10.64 0.00 13.90 0.00 0.13 2.83 0.85 1.00 0.00 7.87 24.28 0.00 1,459.2 0.0 201.46 185.56 387.02 7 125.0 10.39 4.76 7.81 0.00 0.21 2.55 0.85 1.00 0.00 8.55 16.33 0.00 1,034.3 0.0 192.71 119.57 312.28 6 110.0 10.12 12.22 17.23 0.00 0.20 2.60 0.85 1.00 0.00 20.27 52.62 0.00 2,717.8 0.0 453.61 371.72 825.33 5 90.00 9.70 13.46 18.83 0.00 0.17 2.70 0.85 1.00 0.00 22.17 54.04 0.00 3,156.2 0.0 492.99 364.79 857.79 4 70.00 9.20 14.87 18.83 0.00 0.15 2.78 0.85 1.00 0.00 23.32 54.04 0.00 3,219.0 0.0 507.37 345.99 853.36 3 50.00 8.57 16.41 22.04 0.00 0.14 2.80 0.85 1.00 0.00 23.08 54.04 0.00 4,400.9 0.0 470.95 322.33 793.29 2 30.00 7.69 24.04 22.04 0.00 0.15 2.78 0.85 1.00 0.00 29.64 54.04 0.00 4,628.1 0.0 538.61 289.47 828.08 1 10.00 6.66 26.30 23.64 0.00 0.14 2.80 0.85 1.00 0.00 32.16 54.04 0.00 5,303.2 0.0 509.86 250.49 760.35 25,918.9 0.0 5,617.49 Page 5 I Site Number: 83041 ©2007-20labyATCIPLLC, All nghtsreserved. II Location: Port Townsend,WA Y 6/30/20143:59:33 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 Z/ Tower Loading Discrete Appurtenance Properties No Ice Ice Attach Vert Elev Weight CaAa Weight CaAa Len Width Depth Orientation Ecc (ft) Description Qty (Ib) (sf) (Ib) (sf) (ft) (in) (in) Ka Factor (ft) 148.0 2'Omni 1 5.00 0.300 10.01 0.453 2.000 2.000 2.000 1.00 1.00 1.000 148.0 2"x 4"GPS 1 5.00 0.040 6.14 0.079 0.333 2.000 2.000 1.00 1.00 0.167 147.0 Raycap RxxDC-3315-PF-48 1 18.70 2.930 45.45 2.715 1.600 15.70 10.30 0.80 1.00 3.000 147.0 Ericsson RRUS 11 3 50.70 3.250 75.07 3.001 1.640 17.00 7.200 0.80 0.67 3.000 147.0 Antel BXA-80080-8CF-EDIN-X 3 23.00 8.200 78.73 8.689 7.880 8.000 5.900 0.80 0.90 3.000 147.0 AWC-TTMA-700C-VG 3 28.00 1.070 39.03 0.800 0.970 7.100 9.500 0.80 0.67 3.000 147.0 AWC-TMA-DD-700-C 3 14.00 0.580 14.32 0.593 1.167 9.000 4.000 1.00 0.67 3.000 147.0 ClearComm 850/1900 6 5.50 0.520 9.45 0.538 0.650 6.900 2.100 1.00 0.67 3.000 147.0 Sector Frame 3 300.00 14.400 422.02 19.891 0.000 0.000 0.000 0.75 0.75 0.000 147.0 Antel BXA-70080/8CF 3 23.00 8.290 78.40 8.781 7.890 8.100 5.700 0.80 0.92 3.000 147.0 Antel BXA-185090/8_FP 3 11.00 2.920 32.94 3.198 4.020 6.100 4.100 0.80 0.95 5.000 137.0 Argus LLPX31OR 3 28.60 4.830 58.80 4.574 3.500 11.80 4.500 1.00 1.00 0.000 137.0 Huawei DBS3900 WiMAX 3 44.00 2.570 61.38 2.396 1.575 14.00 4.700 1.00 1.00 0.000 137.0 Clearwire Mount 1 40.00 8.500 51.09 10.857 0.000 0.000 0.000 1.00 1.00 0.000 124.0 Andrew VHLP2-18-2GRJB 1 31.00 4.690 62.62 5.103 2.175 0.000 0.000 1.00 1.00 0.000 124.0 DragonWave Horizon 1 7.50 0.810 14.17 0.397 0.330 9.600 8.700 1.00 1.00 0.000 120.0 ET-X--WM-18-65-8P 3 36.40 7.110 77.49 7.920 4.570 13.80 4.300 0.80 0.72 3.000 120.0 2.5 GHz 8T8RRRH 3 59.80 3.110 83.97 2.868 1.250 21.30 8.000 0.80 0.67 3.000 120.0 DSSS2006A 3 22.00 1.440 31.26 1.368 1.180 10.40 3.000 0.80 0.67 3.000 120.0 Samsung Fiber Junct. 3 3.30 0.180 5.86 0.272 0.850 3.100 3.100 0.80 0.67 3.000 120.0 Samsung Power Junct. 3 3.30 0.170 5.86 0.257 0.820 3.100 3.100 0.80 0.67 3.000 120.0 Samsung RRH-P4(1.9 GHz) 3 62.80 3.190 89.14 2.949 1.983 13.80 9.000 0.80 0.67 3.000 120.0 Andrew ADFD1820-33338- 2 38.00 12.300 101.79 10.895 4.750 22.00 5.000 0.80 1.00 3.000 120.0 RFS APXVRR13-C-A20 2 32.00 7.350 73.42 6.979 4.560 13.80 4.300 0.80 1.00 3.000 120.0 DAPA48010 6 18.30 4.510 44.07 4.676 4.440 8.700 2.700 0.80 0.71 3.000 120.0 Sector Frame 3 300.00 14.400 419.11 19.760 0.000 0.000 0.000 0.75 0.75 0.000 111.5 RSI MHP-60A96-S 1 470.00 63.420 875.23 64.922 8.000 0.000 0.000 1.00 1.00 0.000 Totals 71 3889.70 6456.37 Number of Appurtenances : 27 Linear Appurtenance Properties Elev Elev Out From To Width Weight Pct Spread On Bundling Cluster Of Spacing Orientation Ka (ft) (ft) Description Qty (in) (lb/ft) In Block Faces Arrangement Dia(in) Zone (in) Factor Override 0.00 148.0 7/8" Coax 2 1.09 0.33 100 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 147.0 1 5/8" Coax 12 1.98 0.82 50 Lin App Block 0.00 N 0.00 1.00 0.00 0.00 147.0 1.27"Hybrid 1 1.27 1.01 100 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 137.0 2"Conduit 1 2.20 1.48 100 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 137.0 5/16"Coax 6 0.32 0.04 100 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 124.0 3/8"Coax 1 0.44 0.08 100 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 120.0 1 1/4"Hybriflex 3 1.54 1.00 100 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 120.0 1 5/8" Coax 6 1.98 0.82 50 Lin App Block 0.00 N 0.00 1.00 0.00 0.00 111.5 EW63 1 2.01 0.51 100 Lin App Individual 0.00 N 1.00 1.00 0.00 Page 6 Site Number: 83041 02007-2014 by A TC IPLLC. Allrights reserved. Location: Port Townsend,WA Y 6/30/2014 3:59:33 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 �/ Force/Stress Summary Section: 1 U18 Bot Elev(ft): 0.00 Height (ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 2.25" -213.94 1.2D+1.6W 10.02 100 100 100 24.4 50.0 514.03 0 0 0.00 0.00 41 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.25 -6.63 1.20+1.6W 20.15 50 50 50 152.1 35.7 18.94 1 1 49.70 34.80 35 Member Z Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes P) (kip)ki Controls ( LEG 12B-12"BD 2.25" 182.99 1.2D+1.6W 60 50 65 536.85 0 0 0.00 0.00 34 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.25 6.41 1.2D+1.6W 90 36 58 52.08 1 1 49.70 21.32 30 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 169.47 0.9D+1.6W 60 0.00 0 0 Top Compression 195.83 1.2D+1.6W 0.00 0 Bot Tension 191.87 0.9D+1.6W60 488.46 39 6 1 1/4 A449(Anchor) I BotCompression 220.94 1.2D+1.6W 0.00 0 Section: 2 U16 Bot Elev (ft): 20.00 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B- 12"BD 2" -188.82 1.2D+1.6W 10.02 100 100 100 24.4 50.0 405.83 0 0 0.00 0.00 46 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.25 -6.63 1.2D+1.6W 90 18.44 50 50 50 139.2 35.7 22.61 1 1 49.70 34.80 29 Member Z Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip)ki Controls ( LEG 12B- 12"BD 2" 161.96 1.2D+1.6W 60 50 65 423.90 0 0 0.00 0.00 38 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.25 6.41 1.2D+1.6W 90 36 58 52.08 1 1 49.70 21.32 30 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 145.92 0.9D+1.6W 60 0.00 0 0 Top Compression 168.09 1.2D+1.6W 0.00 0 Bot Tension 169.47 0.9D+1.6W 60 523.32 32 6 1 1/4 A325 Bot Compression 195.83 1.2D+1.6W 0.00 0 Page 7 L _ Site Number: 83041 ©2007-2014 by A TC IPLLC. All rights resery ed. Location: Port Townsend,WA Y 6/30/2014 3:59:33 PM Code: ANSI/TIA-222 RevG Struct Class : II X Exposure : C _ / Topo: 1 �/ Force/Stress Summary Section: 3 U14 Bot Elev(ft): 40.00 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 2" -160.69 1.2D+1.6W 10.02 100 100 100 24.4 50.0 405.83 0 0 0.00 0.00 39 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.3125 -6.21 1.2D+1.6W 90 16.80 50 50 50 171.2 36.0 13.73 1 1 49.70 43.50 45 Member Z Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 2" 140.57 0.9D+1.6W 60 50 65 423.90 0 0 0.00 0.00 33 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.3125 6.06 1.2D+1.6W 90 36 58 44.05 1 1 49.70 26.64 22 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 120.99 0.9D+1.6W 60 0.00 0 0 Top Compression 138.91 1.2D+1.6W 0.00 0 Bot Tension 145.92 0.9D+1.6W 60 523.32 28 6 11/4A325 Bot Compression 168.09 1.2D+1.6W 0.00 0 Section: 4 U12 Bot Elev(ft): 60.00 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) " Controls LEG 12B-12"BD 1.75" -131.02 1.2D+1.6W 10.02 100 100 100 26.0 50.0 308.82 0 0 0.00 0.00 42 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 -6.00 1.2D+1.6W 90 15.24 50 50 50 153.4 36.0 10.46 1 1 49.70 26.10 57 Member Z Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 1.75" 113.70 1.2D+1.6W 60 50 65 324.45 0 0 0.00 0.00 35 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 5.98 1.2D+1.6W 90 36 58 27.15 1 1 49.70 15.99 37 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) " Bolts Bolt Type Top Tension 93.74 0.9D+1.6W 60 0.00 0 0 Top Com press ion 108.15 1.2D+1.6W 0.00 0 Bot Tension 120.99 0.9D+1.6W 60 327.12 37 6 1 A325 Bot Com pression 138.91 1.2D+1.6W 0.00 0 Page 8 Site Number: 83041 02007-2074 byATC IPLLC. All rights reserved. Location: Port Townsend,WA Y 6/30/2014 3.59:33 FM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure: C / Topo: 1 �/ Force/Stress Summary Section: 5 U10 Bot Elev(ft): 80.00 Height (ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 1.75" -99.50 1.2D+1.6W 10.02 100 100 100 26.0 50.0 308.82 0 0 0.00 0.00 32 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 -6.15 1.2D+1.6W 13.79 50 50 50 138.9 36.0 12.77 1 1 49.70 26.10 48 Member Z Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B- 12"BD 1.75" 85.39 1.2D+1.6W 60 50 65 324.45 0 0 0.00 0.00 26 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 6.02 1.2D+1.6W 36 58 27.15 1 1 49.70 15.99 37 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 61.85 0.9D+1.6W 60 0.00 0 0 Top Compression 73.65 1.2D+1.6W 0.00 0 Bot Tension 93.74 0.9D+1.6W 60 327.12 29 6 1 A325 Bot Compression 108.15 1.2D+1.6W 0.00 0 Section: 6 U8 Bot Elev(ft): 100.0 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 1.5" -63.66 1.2D+1.6W 10.02 100 100 100 30.3 50.0 222.99 0 0 0.00 0.00 28 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 -6.84 1.2D+1.6W 12.50 50 50 50 125.9 36.0 15.34 1 1 49.70 26.10 44 Member Z Shear Bear Max Tension Member Force Fy Fu phit Pn Num Num phiRnv phiRn Use (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 1.5" 51.34 1.2D+1.6W 60 50 65 238.50 0 0 0.00 0.00 21 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 7.02 1.2D+1.6W 90 36 58 27.15 1 1 49.70 15.99 43 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 27.02 0.9D+1.6W 60 0.00 0 0 Top Compression 35.13 1.20+1.6W 0.00 0 Bot Tension 61.85 0.9D+1.6W 60 327.12 19 6 1 A325 Bot Compression 73.65 1.2D+1.6W 0.00 0 Page 9 Site Num ber: 83041 02007-2014 byA TC IPLLC. Alinghts reserved. Location: Port Townsend,WA Y 6/30/2014 3:59:33 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 �/ Force/Stress Summary Section: 7 U6 Bot Elev(ft): 120.0 Height(ft): 10.000 phi Shear Bear Force Len Bracing" F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B- 12"BD 1.25" -26.54 1.2D+1.6W 10.02 100 100 100 36.4 50.0 150.33 0 0 0.00 0.00 17 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.5X2.5X0.1875 -4.40 1.2D+1.6W 11.41 50 50 50 138.4 36.0 10.64 1 1 49.70 26.10 41 Member Z Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B- 12"BD 1.25" 21.62 0.9D+1.6W 60 50 65 165.60 0 0 0.00 0.00 13 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.5X2.5X0.1875 3.74 1.2D+1.6W 60 36 58 21.02 1 1 49.70 15.99 23 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 17.02 0.9D+1.6W 60 0.00 0 0 Top Com pression 22.44 1.2D+1.6W 0.00 0 Bot Tension 27.02 0.90+1.6W 60 327.12 8 6 1 A325 Bot Compression 35.13 1.2D+1.6W 0.00 0 Section: 8 H-5.0 Bot Elev(ft): 130.0 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2"SOLID -20.24 1.2D+1.6W 2.47 100 100 100 59.4 50.0 109.23 0 0 0.00 0.00 18 Member X HORIZ SOL-7/8"SOLID -0.33 1.2D+1.6W 5.000 100 100 100 192.0 50.0 3.69 0 0 0.00 0.00 8 Member X DIAG SOL-7/8"SOLID -2.28 1.2D+1.6W 90 5.579 50 50 50 137.7 36.0 7.16 0 0 0.00 0.00 31 Member X Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2"SOLID 17.12 1.2D+1.6W 60 50 65 141.37 0 0 0.00 0.00 12 Member HORIZ SOL-7/8"SOLID 0.37 1.2D+1.6W 60 50 65 27.06 0 0 0.00 0.00 1 Member DIAG SOL-7/8"SOLID 2.29 1.2D+1.6W 90 36 58 19.48 0 0 0.00 0.00 11 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) " Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 0.09 1.20+1.ODi+ 0.00 0 Bot Tension 17.02 0.9D+1.6W 60 327.12 5 6 1 A325 Bot Compression 22.44 1.2D+1.6W 0.00 0 Page 10 Site Number: 83041 02007-2014 by ATC IPLLC. All rights reserved. Location: Port Tow nsend,WA Y 6/30/2014 3:59:33 PM Code: ANSI/TIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 �/ Support Forces Summary FX FY FZ Load Case Node (kip) (kip) (kip) (-)=Uplift (+)=Dow n 1.0D+1.0W Service 90 deg lb -3.16 -30.30 -1.62 la -4.48 50.13 2.38 1 -0.42 9.98 -0.77 1.0D+1.0W Service 60 deg lb -3.60 -36.20 -2.08 la -2.95 32.82 1.32 1 -0.34 33.18 -3.23 1.0D+1.0W Service Normal lb -1.41 -14.13 -1.20 la 1.37 -14.04 -1.25 1 0.03 57.97 -5.92 1.2D+1.0Di+1.0Wi 90 deg lb -4.06 3.00 -2.27 la 1.53 28.98 -0.96 1 -0.15 16.11 3.22 1.2D+1.0Di+1.0Wi 60 deg lb -4.20 1.07 -2.43 la 2.03 23.45 -1.31 1 -0.12 23.56 2.41 1.2D+1.ODi+1.0WiNormal lb -3.47 8.24 -2.14 1a 3.45 8.43 -2.15 1 0.01 31.42 1.54 0.9D+1.6W 90 deg lb -16.03 -164.99 -8.33 la -17.11 182.84 9.00 1 -1.86 8.98 -0.68 0.9D+1.6W 60 deg lb -17.92 -190.48 -10.34 la -10.50 107.88 4.42 1 -1.48 109.42 -11.34 0.9D+1.6W Normal lb -8.40 -95.40 -6.58 la 8.27 -95.32 -6.82 1 0.14 217.55 -23.07 1.2D+1.6W 90 deg lb -15.84 -162.16 -8.22 1a -17.31 185.95 9.12 1 -1.86 11.97 -0.91 1.2D+1.6W 60 deg lb -17.72 -187.66 -10.23 la -10.70 110.94 4.54 1 -1.48 112.49 -11.57 1.2D+1.6W Normal lb -8.21 -92.52 -6.46 la 8.07 -92.41 -6.70 1 0.14 220.69 -23.30 Max Uplift: 190.48(kip) Moment: 3,254.43 (kip-ft) 1.2D+1.6W Normal Max Down: 220.69(kip) Total Down: 35.77 (kip) Max Shear: 23.30(kip) Total Shear: 36.47 (kip) Page 11 Site Num ber: 83041 02007-2014 byA TC IPLLC. All rights reserved. Location: Port Townsend,WA � 6/30/2014 3:59:33 PM Code: ANSI/TIA-222 RevG Struct Class : II X Exposure : C / Topo: 1 4/ Page 12 Site Num ber: 83041 02007-2014 byATC IPLLC. All rights reserved Location: Port Townsend,WA Y 6/3012014 3:59:33 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 7/ Deflections and Rotations Elevation Deflection Twist Sway Load Case (ft) (ft) (deg) (deg) Serviceability-60.00 Wind 60 deg 110.00 0.0995 0.0052 0.1070 120.00 0.1186 0.0090 0.1109 137.63 0.1554 0.0130 0.1252 147.52 0.1771 0.0176 0.1126 Serviceability-60.00 Wind 90 deg 110.00 0.0999 0.0070 0.1073 120.00 0.1189 0.0078 0.1080 137.63 0.1556 0.0080 0.1237 147.52 0.1769 0.0079 0.0452 Serviceability-60.00 Wind Normal 110.00 0.1036 -0.0001 0.1102 120.00 0.1235 0.0033 0.1251 137.63 0.1623 0.0032 0.1326 147.52 0.1854 0.0028 0.2129 100.00 mph 60 deg with No Ice (Reduced DL) 110.00 0.4303 0.0299 0.4640 120.00 0.5139 0.0488 0.4799 137.63 0.6733 0.1260 0.5446 147.52 0.7674 0.2183 0.4948 100.00 mph 60 deg with No Ice 110.00 0.4309 0.0300 0.4646 120.00 0.5145 0.0488 0.4807 137.63 0.6741 0.1262 0.5454 147.52 0.7684 0.2186 0.4954 100.00 mph 90 deg with No Ice (Reduced DL) 110.00 0.4323 0.0309 0.4652 120.00 0.5148 0.0341 0.4674 137.63 0.6740 0.0355 0.5384 147.52 0.7670 0.0359 0.1891 100.00 mph 90 deg with No Ice 110.00 0.4327 0.0309 0.4658 120.00 0.5154 0.0341 0.4682 137.63 0.6748 0.0355 0.5392 147.52 0.7679 0.0360 0.1899 100.00 mph Normal to Face with No Ice (Reduced 110.00 0.4498 -0.0002 0.4804 120.00 0.5376 0.0151 0.5458 137.63 0.7069 0.0153 0.5803 147.52 0.8079 0.0138 0.9374 100.00 mph Normal to Face with No Ice 110.00 0.4503 -0.0002 0.4810 120.00 0.5381 0.0151 0.5465 137.63 0.7077 0.0153 0.5811 147.52 0.8089 0.0139 0.9382 30.00 mph 60 deg with 0.25 in Radial Ice 110.00 0.0316 0.0015 0.0341 120.00 0.0384 0.0020 0.0360 137.63 0.0502 0.0017 0.0398 147.52 0.0571 0.0015 0.0352 30.00 mph 90 deg with 0.25 in Radial Ice 110.00 0.0319 0.0019 0.0341 120.00 0.0382 0.0021 0.0351 137.63 0.0499 0.0015 0.0392 147.52 0.0566 0.0011 0.0189 30.00 mph Normal with 0.25 in Radial Ice 110.00 0.0329 -0.0001 0.0347 120.00 0.0392 0.0005 0.0391 137.63 0.0514 0.0005 0.0415 147.52 0.0586 0.0004 0.0624 Page 13 Site Number: 83041 02007-2014 byATC IPLLC. All rights reserved. Location: Port Townsend,WA Y 6/30/20143:59:33 PM Code: ANSI/TIA-222 Rev G Struct Class : H X Exposure : C / Topo: 1 �/ 147.52 0.0000 0.0000 0.0000 Page 14 Comparison of Wind Base Shear to Seismic Base Shear Applicable Codes Wind load computation based on TIA-222 Earthquake load computation based on the 2012 International Building Code&ASCE7-10 Site Name: Port Townsend WA Site Number: 83041 Engineer: BGD Date: 6/30/2014 Use Exact Fundamental Period: Y Tower Type(SST,GT,MP): SST Tower Height(h0): 150 ft Wind Base Shear: 36.47 k Taken from attached analysis Tower+Appurtenance Weight at Base(W): 35.77 k Taken from attached analysis Site Class(A, B,C,D, E, F): D Table 1613.5.5-IBC Seismic Category/Group Factor(I,II,III): II Table 1604.5-IBC Spectral Response Acceleration for Short Period(S5): 1.28 Figure 1613.3.1(1)-IBC Spectral Response Acceleration at 1.0 Second Period(Si): 0.52 Figure 1613.3.1(2)-IBC Building Period Coefficient(CT): 0.020 Table 12.8-2-ASCE Long-Period Transition Period(TO: 6 sec Figure 22-12-22-16-ASCE Risk Category: 1.00 Table 1604.5-IBC/Table 1.5-2-ASCE7 Site Coefficient F,: 1.00 Table 1613.3.5(1)-IBC Site Coefficient F,,: 1.50 Table 1613.3.3(2)-IBC Response Modification Coefficient(R): 3.0 Table 15.4-1-ASCE7 Maximum SRA for Short Period(SMS=F,*Ss): 1.280 Equation 16-37-IBC Maximum SRA for 1.0 Second Period(SMI=Fv*Si): 0.779 Equation 16-38-IBC Design SRA at Short Period(Sips=2/3*SMS): 0.853 Equation 16-39-IBC Design SRA at 1.0 Second Period(SDI =2/3*SM1): 0.519 Equation 16-40-IBC Seismic Response Coefficient(Cs=Sos I/R)): 0.284 Equation 12.8-2 ASCE7 Maximum SRC(Cs=Spl*I/(R*T)or Sol*TL*I/(T2*R)): 0.455 Equation 12.8-3&12.8-4,ASCE7 Minimum SRC(C5=0.044*Sds*1,0.01 or 0.5*Si*I/R): 0.038 Equation 12.8-5&12.8-6-ASCE7 Seismic Design Category: D Table 11.6-1&2-ASCE7 Approximate Fundamental Period(T.=CT*h,3/4): 0.86 sec Equation 12.8-7, Table 12.8-2-ASCE7 Coefficient for Upper Limit on Calculated Period(C„): 1.2 Table 12.8-1-ASCE7 Calculated Fundamental Period(T): 0.38 sec TIA-222-G,Section 2.7.11 Equivalent Lateral Force Procedure Seismic Base Shear(V=Cs*W): 10.17 k Equation 12.8-1-ASCE7 Conclusion: Wind loads govern tower design. 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' h z 9':. i i i i i i i 1 7A p0 / 8 m ° o_N zx 0 - =o aN w ,m i n o c) y2 lr _L °1, xzO , A Am O m Z V 0.Z Zm ` w° nN __ ND (\ y m \ A Z \ G) nAnA \\ OOAO 20rmi0 , [n °mmm Z CT7 m°n° O I E-2.nON mCC N 2 m mno_ m0 -A 2 C� > A8OOy U) - I n ; vn m ?m z mN z o1, C) Zti z fig mo J F o Q "= L e Fg"A°5ao 8 - N 1 (/) E rA O L if f pmp°F OOIn 4 o, ` 2 N 0 �C7 -I 0 mm f1, F„IA,1�Pgs� 1 , , y,'3 s T^.Q� A - ° T� N m €TSOS�^F D D C' • 71 z D N w 0 5SR15 r ��� �� °<, C . a A D O c-4 N� 108 N m i 1 v rn , rig- i ° 1 D Z ° m Z ^ iza ;Yu§7 o m R r p y d Z ♦/ g z D Z Z ° /�/ oiroomJ A m ��� � Oy0 �� e� G� < __''�s°NA MFR Ay C M (A m pm �Q9 E // m co X o - ca lommommmommEmmmoli FILE COPY AMERICAN TOWER' C O R P O R A T I O N Structural Analysis Report Structure : 150 ft Self Supported Tower ATC Site Name : Port Townsend, WA ATC Site Number : 83041 Engineering Number : 59143821 Proposed Carrier : Sprint Nextel Carrier Site Name : Port Townsend Carrier Site Number : SE33XC106 Site Location : 1760 Kala Point Dr. - Rv Lot Port Townsend, WA 98368-2505 48.068147,-122.800447 [` E C E Q V E J County Jefferson Date JUL - 9 2014 June 30, 2014 I J Max Usage : 57% JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Result : Pass Billy Gene Davis,Jr. K. K. LAI Structural Engineer Ill �4�of WAS �< .P z. A" 44967 IA A 7 PGC�RAI ENG\az[ 1.E.)42TEs / 2-12-0/S 1 Jun 30 2014 4:39 PM ATC Tower Services,Inc.-8505 Freeport Parkway,Suite 135-Irving,TX 75063-972-999-8900 Office-972-999-8940 Fax-www.americantower.corn . . Eng. Number S91438Zl June 30, 2014 AMERICAN TOWER' CORPORATION Table of Contents Introduction 1 Supporting Documents 1 Analysis 1 Conclusion 1 Existing and Reserved Equipment 2 Equipment to be Removed 2 Proposed Equipment 2 Structure Usages 3 Foundations 3 Deflection,Twist,and Sway 3 Standard Conditions 4 Calculations Attached mr Tower Services,Inc -o505 Freeport Parkway,So^^so »~ng,mrm63 972-999-8900 Office-ooem-894oFax wwwom,,^an*°e,.com Eng. Number 59143821 June 30, 2014 AMERICAN TOWER' Page 1 CORPORATION Introduction The purpose of this report is to summarize results of a structural analysis performed on the 150 ft self supported tower to reflect the change in loading by Sprint Nextel. Supporting Documents Tower Drawings PiROD DWG.NO:120885-B dated December 16,1992 Foundation Drawing PiROD DWG.NO:120885-B dated December 09,1992 Geotechnical Report RZA Agra,Inc.W-8617 dated December 2,1992 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 100 mph (3-Second Gust,Vasd) / 129 mph (3-Second Gust,Vult) Basic Wind Speed w/Ice: 30 mph(3-Second Gust)w/1/4" radial ice concurrent Code: ANSI/TIA-222-G/2012 IBC Structure Class: II Exposure Category: C Topographic Category: 1 Spectral Response Ss=1.28 S1=0.52 Site Class D Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering @americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services,Inc.-8505 Freeport Parkway,Suite 135-Irving,TX 75063-972-999-8900 Office-972-999-8940 Fax-www.americantower.com Eng. Number 59143821 June 30, 2014 AMERICAN TOWER' Page 2 COT POIAF0 N Existing and Reserved Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 148.0 149.0 1 2'Omni Leg (2)7/8"Coax 148.2 1 2"x 4"GPS 3 AntelBXA-80080-8CF-EDIN-X 1 Raycap RxxDC-3315-PF-48 3 Ericsson RRUS 11 Verizon Wireless 150.0 3 AWC-TTMA-700C-VG (12)15/8"Coax 147.0 Sector Frame 3 AWC-TMA-DD-700-C (1)1.27"Hybrid 6 ClearComm 850/1900 3 AnteIBXA-70080/8CF 152.0 3 Antel BXA-185090/8_FP 137.0 137.0 3 Argus LLPX31OR Clearwire Mount (6)5/16"Coax Clearwire 3 Huawei 0853900 WiMAX (1)2"Conduit 124.0 124.0 1 Andrew VHLP2-18-2GR/B Pipe (1)3/8"Coax 1 DragonWave Horizon Compact Plu 3 Samsung RRH-P4(1.9 GHz) 2 Andrew ADFD1820-3333B-XDM (6)15/8"Coax Sprint Nextel 120.0 123.0 Sector Frame 2 RFSAPXVRR13-C-A20 (3)11/4" Hybriflex 6 DAPA 48010 111.5 111.5 1 RSI MHP-60A96-S Pipe (1)EW63 Verizon Wireless Equipment to be Removed Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD No loading to be removed. Proposed Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 3 ET-X—WM-18-65-8P 3 2.5 GHz 8T8RRRH 120.0 123.0 3 DSSS2006A Sector Frame - Sprint Nextel 3 Samsung Fiber Junct.Cylinder 3 Samsung Power Junct.Cylinder 1Mount elevation is defined as height above bottom of steel structure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). No new coax. ATC Tower Services,Inc.-8505 Freeport Parkway,Suite 135-Irving,TX 75063•972-999-8900 Office-972-999-8940 Fax-www.americantower.com Eng. Number 59143821 June 30, 2014 AMERICAN TOWER' Page 3 CO F POF 4' ■ON Structure Usages Structural Component Controlling Usage Pass/Fail Legs 46% Pass Diagonals 57% Pass Horizontals 8% Pass Anchor Bolts 39% Pass Leg Bolts 39% Pass Foundations Original Design Factored Design %Reaction Component Analysis Reactions % of Design Reactions Reactions* Uplift(Kips) 307.8 415.5 190.5 46% Axial (Kips) 332.9 449.4 220.7 49% Shear(Kips) 35.5 48.0 23.3 49% *The design reactions are factored by 1.35 per ANSI/TIA-222-G,Sec.15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings,therefore no modification or reinforcement of the foundation will be required. Deflection,Twist and Sway* Antenna Elevation (ft) Deflection (ft) Twist (°) Sway(Rotation) (°) 147.0 0.185 0.018 0.213 *Deflection,Twist and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G ATC Tower Services,Inc.-8505 Freeport Parkway,Suite 135-Irving,TX 75063-972-999-8900 Office-972-999-8940 Fax-www.arnericantower.coin A AMERICAN TOWER` CO pPOiA,ION Standard Conditions All engineering services are performed on the basis that the information used is current and correct.This information may consist of, but is not necessary limited,to: - Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. - Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services, Inc. and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary,we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the"as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA-222.The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities,we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes,the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering princi les and practices. ATC Tower Services, Inc. is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ATC Tower Services,Inc.-8505 Freeport Parkway,Suite 135-Irving,TX 75063-972-999-8900 Office-972-999-8940 Fax-www.americantower.com °` 0 0 06 vi 0 0 J E 0 mm 0 0 §i?i To O C C Y O o 0 F N an q tit' 2 I al V m K £ c.TNX U Q mU C.7 000 C CO C U. 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All rights reserved Location: Port Townsend,WA 6/30/2014 3:59:33 PM Code: ANSI TIA-222 Rev G Struct Class : II X Exposure : C Topo: 1 �/ Section Forces LoadCase 1.2D+ 1.6W Normal 100.00 mph Normal to Face with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) (Ib) 8 140.0 29.56 0.00 13.90 0.00 0.13 2.831.00 1.00 0.00 7.87 24.28 0.00 1,751.1 0.0 895.38 824.71 1,720.09 7 125.0 28.86 4.76 7.81 0.00 0.21 2.551.00 1.00 0.00 8.30 16.33 0.00 1,241.2 0.0 831.40 531.44 1,362.83 6 110.0 28.10 12.22 17.23 0.00 0.20 2.60 1.00 1.00 0.00 19.88 52.62 0.00 3,261.4 0.0 1,976.53 1,652.0 3,628.62 5 90.00 26.94 13.46 18.83 0.00 0.17 2.70 1.00 1.00 0.00 21.55 54.04 0.00 3,787.5 0.0 2,129.15 1,621.3 3,750.45 4 70.00 25.55 14.87 18.83 0.00 0.15 2.781.00 1.00 0.00 22.73 54.04 0.00 3,862.8 0.0 2,197.43 1,537.7 3,735.18 3 50.00 23.80 16.41 22.04 0.00 0.14 2.80 1.00 1.00 0.00 25.54 54.04 0.00 5,281.1 0.0 2,316.31 1,432.5 3,748.90 2 30.00 21.37 24.04 22.04 0.00 0.15 2.781.00 1.00 0.00 33.25 54.04 0.00 5,553.7 0.0 2,685.07 1,286.5 3,971.60 1 10.00 18.50 26.30 23.64 0.00 0.14 2.80 1.00 1.00 0.00 36.10 54.04 0.00 6,363.9 0.0 2,544.03 1,113.3 3,657.34 31,102.7 0.0 25,575.00 LoadCase 1.2D+ 1.6W 60 deq 100.00 mph 60 deg with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 29.56 0.00 13.90 0.00 0.13 2.830.80 1.00 0.00 7.87 24.28 0.00 1,751.1 0.0 895.38 824.71 1,720.09 7 125.0 28.86 4.76 7.81 0.00 0.21 2.550.80 1.00 0.00 7.35 16.33 0.00 1,241.2 0.0 736.10 531.44 1,267.53 6 110.0 28.10 12.22 17.23 0.00 0.20 2.60 0.80 1.00 0.00 17.43 52.62 0.00 3,261.4 0.0 1,733.57 1,652.0 3,385.66 5 90.00 26.94 13.46 18.83 0.00 0.17 2.70 0.80 1.00 0.00 18.85 54.04 0.00 3,787.5 0.0 1,863.10 1,621.3 3,484.40 4 70.00 25.55 14.87 18.83 0.00 0.15 2.780.80 1.00 0.00 19.75 54.04 0.00 3,862.8 0.0 1,909.82 1,537.7 3,447.57 3 50.00 23.80 16.41 22.04 0.00 0.14 2.80 0.80 1.00 0.00 22.26 54.04 0.00 5,281.1 0.0 2,018.73 1,432.5 3,451.32 2 30.00 21.37 24.04 22.04 0.00 0.15 2.780.80 1.00 0.00 28.44 54.04 0.00 5,553.7 0.0 2,296.74 1,286.5 3,583.26 1 10.00 18.50 26.30 23.64 0.00 0.14 2.80 0.80 1.00 0.00 30.84 54.04 0.00 6,363.9 0.0 2,173.35 1,113.3 3,286.65 31,102.7 0.0 23,626.49 LoadCase 1.2D+ 1.6W 90 deq 100.00 mph 90 deg with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 29.56 0.00 13.90 0.00 0.13 2.830.85 1.00 0.00 7.87 24.28 0.00 1,751.1 0.0 895.38 824.71 1,720.09 7 125.0 28.86 4.76 7.81 0.00 0.21 2.550.85 1.00 0.00 7.59 16.33 0.00 1,241.2 0.0 759.92 531.44 1,291.36 6 110.0 28.10 12.22 17.23 0.00 0.20 2.600.85 1.00 0.00 18.04 52.62 0.00 3,261.4 0.0 1,794.31 1,652.0 3,446.40 5 90.00 26.94 13.46 18.83 0.00 0.17 2.700.85 1.00 0.00 19.53 54.04 0.00 3,787.5 0.0 1,929.62 1,621.3 3,550.92 4 70.00 25.55 14.87 18.83 0.00 0.15 2.780.85 1.00 0.00 20.50 54.04 0.00 3,862.8 0.0 1,981.72 1,537.7 3,519.47 Page 1 Site Number: 83041 02007-2014 byATC 1PLLC. Alldghts reserved. Location: Port Tow nse nd,WA 6/30/2014 3:59:33 FM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 Section Forces 3 50.00 23.80 16.41 22.04 0.00 0.14 2.80 0.85 1.00 0.00 23.08 54.04 0.00 5,281.1 0.0 2,093.13 1,432.5 3,525.72 2 30.00 21.37 24.04 22.04 0.00 0.15 2.78 0.85 1.00 0.00 29.64 54.04 0.00 5,553.7 0.0 2,393.82 1,286.5 3,680.34 1 10.00 18.50 26.30 23.64 0.00 0.14 2.80 0.85 1.00 0.00 32.16 54.04 0.00 6,363.9 0.0 2,266.02 1,113.3 3,379.32 31,102.7 0.0 24,113.61 LoadCase 0.9D+ 1.6W Normal 100.00 mph Normal to Face with No Ice (Reduced DL) Gust Response Factor: 0.85 Dead Load Factor: 0.90 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (lb) 8 140.0 29.56 0.00 13.90 0.00 0.13 2.83 1.00 1.00 0.00 7.87 24.28 0.00 1,313.3 0.0 895.38 824.71 1,720.09 7 125.0 28.86 4.76 7.81 0.00 0.21 2.55 1.00 1.00 0.00 8.30 16.33 0.00 930.9 0.0 831.40 531.44 1,362.83 6 110.0 28.10 12.22 17.23 0.00 0.20 2.60 1.00 1.00 0.00 19.88 52.62 0.00 2,446.0 0.0 1,976.53 1,652.0 3,628.62 5 90.00 26.94 13.46 18.83 0.00 0.17 2.70 1.00 1.00 0.00 21.55 54.04 0.00 2,840.6 0.0 2,129.15 1,621.3 3,750.45 4 70.00 25.55 14.87 18.83 0.00 0.15 2.78 1.00 1.00 0.00 22.73 54.04 0.00 2,897.1 0.0 2,197.43 1,537.7 3,735.18 3 50.00 23.80 16.41 22.04 0.00 0.14 2.80 1.00 1.00 0.00 25.54 54.04 0.00 3,960.8 0.0 2,316.31 1,432.5 3,748.90 2 30.00 21.37 24.04 22.04 0.00 0.15 2.78 1.00 1.00 0.00 33.25 54.04 0.00 4,165.3 0.0 2,685.07 1,286.5 3,971.60 1 10.00 18.50 26.30 23.64 0.00 0.14 2.80 1.00 1.00 0.00 36.10 54.04 0.00 4,772.9 0.0 2,544.03 1,113.3 3,657.34 23,327.0 0.0 25,575.00 LoadCase 0.9D + 1.6W 60 deg 100.00 mph 60 deg with No Ice (Reduced DL) Gust Response Factor : 0.85 Dead Load Factor : 0.90 Wind Importance Factor: 1.00 Wind Load Factor : 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 29.56 0.00 13.90 0.00 0.13 2.83 0.80 1.00 0.00 7.87 24.28 0.00 1,313.3 0.0 895.38 824.71 1,720.09 7 125.0 28.86 4.76 7.81 0.00 0.21 2.55 0.80 1.00 0.00 7.35 16.33 0.00 930.9 0.0 736.10 531.44 1,267.53 6 110.0 28.10 12.22 17.23 0.00 0.20 2.60 0.80 1.00 0.00 17.43 52.62 0.00 2,446.0 0.0 1,733.57 1,652.0 3,385.66 5 90.00 26.94 13.46 18.83 0.00 0.17 2.70 0.80 1.00 0.00 18.85 54.04 0.00 2,840.6 0.0 1,863.10 1,621.3 3,484.40 4 70.00 25.55 14.87 18.83 0.00 0.15 2.780.80 1.00 0.00 19.75 54.04 0.00 2,897.1 0.0 1,909.82 1,537.7 3,447.57 3 50.00 23.80 16.41 22.04 0.00 0.14 2.80 0.80 1.00 0.00 22.26 54.04 0.00 3,960.8 0.0 2,018.73 1,432.5 3,451.32 2 30.00 21.37 24.04 22.04 0.00 0.15 2.780.80 1.00 0.00 28.44 54.04 0.00 4,165.3 0.0 2,296.74 1,286.5 3,583.26 1 10.00 18.50 26.30 23.64 0.00 0.14 2.80 0.80 1.00 0.00 30.84 54.04 0.00 4,772.9 0.0 2,173.35 1,113.3 3,286.65 23,327.0 0.0 23,626.49 Page 2 • Site Number: 83041 ©2007-2014 byATC IPLLC. All rights reserved. Location: Port Townsend,WA Y 6/30/2014 3:59:33 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 Section Forces LoadCase 0.9D+ 1.6W 90 deg 100.00 mph 90 deg with No Ice (Reduced DL) Gust Response Factor: 0.85 Dead Load Factor: 0.90 Wind Importance Factor : 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 29.56 0.00 13.90 0.00 0.13 2.83 0.85 1.00 0.00 7.87 24.28 0.00 1,313.3 0.0 895.38 824.71 1,720.09 7 125.0 28.86 4.76 7.81 0.00 0.21 2.55 0.85 1.00 0.00 7.59 16.33 0.00 930.9 0.0 759.92 531.44 1,291.36 6 110.0 28.10 12.22 17.23 0.00 0.20 2.60 0.85 1.00 0.00 18.04 52.62 0.00 2,446.0 0.0 1,794.31 1,652.0 3,446.40 5 90.00 26.94 13.46 18.83 0.00 0.17 2.70 0.85 1.00 0.00 19.53 54.04 0.00 2,840.6 0.0 1,929.62 1,621.3 3,550.92 4 70.00 25.55 14.87 18.83 0.00 0.15 2.78 0.85 1.00 0.00 20.50 54.04 0.00 2,897.1 0.0 1,981.72 1,537.7 3,519.47 3 50.00 23.80 16.41 22.04 0.00 0.14 2.80 0.85 1.00 0.00 23.08 54.04 0.00 3,960.8 0.0 2,093.13 1,432.5 3,525.72 2 30.00 21.37 24.04 22.04 0.00 0.15 2.78 0.85 1.00 0.00 29.64 54.04 0.00 4,165.3 0.0 2,393.82 1,286.5 3,680.34 1 10.00 18.50 26.30 23.64 0.00 0.14 2.80 0.85 1.00 0.00 32.16 54.04 0.00 4,772.9 0.0 2,266.02 1,113.3 3,379.32 23,327.0 0.0 24,113.61 LoadCase 1.2D + 1.0Di + 1.0Wi Normal 30.00 mph Normal with 0.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor : 1.20 Wind Importance Factor: 1.00 Wind Load Factor : 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 2.66 0.00 27.31 13.41 0.26 2.41 1.00 1.00 0.58 16.04 25.92 9.82 2,466.9 715.8 87.42 72.30 159.72 7 125.0 2.60 4.76 11.89 4.08 0.28 2.36 1.00 1.00 0.57 11.80 17.28 9.90 1,730.9 489.7 61.39 52.80 114.19 6 110.0 2.53 12.22 25.59 8.36 0.25 2.43 1.00 1.00 0.56 27.19 56.38 27.40 4,586.7 1,325.3 142.25 161.92 304.17 5 90.00 2.42 13.46 27.48 8.65 0.21 2.55 1.00 1.00 0.55 29.32 57.73 27.64 5,161.3 1,373.9 154.04 162.93 316.97 4 70.00 2.30 14.87 27.78 8.94 0.18 2.65 1.00 1.00 0.54 30.76 57.64 26.95 5,247.3 1,384.5 159.21 156.68 315.89 3 50.00 2.14 16.41 31.22 9.18 0.17 2.68 1.00 1.00 0.52 34.21 57.52 26.06 6,703.1 1,422.0 167.14 145.26 312.40 2 30.00 1.92 24.04 31.30 9.26 0.18 2.67 1.00 1.00 0.50 41.91 57.35 24.76 7,117.9 1,564.1 183.27 127.86 311.13 1 10.00 1.66 26.30 32.44 8.80 0.17 2.71 1.00 1.00 0.44 44.77 57.00 22.19 7,837.1 1,473.2 171.83 107.46 279.29 40,851.2 9,748.5 2,113.76 LoadCase 1.2D+ 1.0Di + 1.0Wi 60 deg 30.00 mph 60 deg with 0.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 2.66 0.00 27.31 13.41 0.26 2.41 0.80 1.00 0.58 16.04 25.92 9.82 2,466.9 715.8 87.42 72.30 159.72 7 125.0 2.60 4.76 11.89 4.08 0.28 2.36 0.80 1.00 0.57 10.85 17.28 9.90 1,730.9 489.7 56.44 52.80 109.24 6 110.0 2.53 12.22 25.59 8.36 0.25 2.43 0.80 1.00 0.56 24.75 56.38 27.40 4,586.7 1,325.3 129.47 161.92 291.39 5 90.00 2.42 13.46 27.48 8.65 0.21 2.55 0.80 1.00 0.55 26.63 57.73 27.64 5,161.3 1,373.9 139.89 162.93 302.83 4 70.00 2.30 14.87 27.78 8.94 0.18 2.65 0.80 1.00 0.54 27.78 57.64 26.95 5,247.3 1,384.5 143.82 156.68 300.49 Page 3 Site Number: 83041 02007-2014 by A 7C IPLLC. All rights reserved. Location: Port Townsend,WA Y 6/30/2014 3:59.33 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 Z/ Section Forces 3 50.00 2.14 16.41 31.22 9.18 0.17 2.68 0.80 1.00 0.52 30.93 57.52 26.06 6,703.1 1,422.0 151.11 145.26 296.37 2 30.00 1.92 24.04 31.30 9.26 0.18 2.67 0.80 1.00 0.50 37.10 57.35 24.76 7,117.9 1,564.1 162.24 127.86 290.10 1 10.00 1.66 26.30 32.44 8.80 0.17 2.71 0.80 1.00 0.44 39.51 57.00 22.19 7,837.1 1,473.2 151.64 107.46 259.10 40,851.2 9,748.5 2,009.24 LoadCase 1.2D + 1.0Di + 1.0Wi 90 deg 30.00 mph 90 deg with 0.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor : 1.20 Wind Importance Factor: 1.00 Wind Load Factor : 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 2.66 0.00 27.31 13.41 0.26 2.41 0.85 1.00 0.58 16.04 25.92 9.82 2,466.9 715.8 87.42 72.30 159.72 7 125.0 2.60 4.76 11.89 4.08 0.28 2.36 0.85 1.00 0.57 11.09 17.28 9.90 1,730.9 489.7 57.66 52.80 110.48 6 110.0 2.53 12.22 25.59 8.36 0.25 2.43 0.85 1.00 0.56 25.36 56.38 27.40 4,586.7 1,325.3 132.67 161.92 294.58 5 90.00 2.42 13.46 27.48 8.65 0.21 2.55 0.85 1.00 0.55 27.30 57.73 27.64 5,161.3 1,373.9 143.43 162.93 306.36 4 70.00 2.30 14.87 27.78 8.94 0.18 2.65 0.85 1.00 0.54 28.53 57.64 26.95 5,247.3 1,384.5 147.67 156.68 304.34 3 50.00 2.14 16.41 31.22 9.18 0.17 2.68 0.85 1.00 0.52 31.75 57.52 26.06 6,703.1 1,422.0 155.12 145.26 300.38 2 30.00 1.92 24.04 31.30 9.26 0.18 2.67 0.85 1.00 0.50 38.30 57.35 24.76 7,117.9 1,564.1 167.50 127.86 295.36 1 10.00 1.66 26.30 32.44 8.80 0.17 2.71 0.85 1.00 0.44 40.83 57.00 22.19 7,837.1 1,473.2 156.69 107.46 264.15 40,851.2 9,748.5 2,035.37 LoadCase 1.0D+ 1.0W Service Normal Serviceability-60.00 Wind Normal Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Importance Factor : 1.00 Wind Load Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (lb) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 10.64 0.00 13.90 0.00 0.13 2.83 1.00 1.00 0.00 7.87 24.28 0.00 1,459.2 0.0 201.46 185.56 387.02 7 125.0 10.39 4.76 7.81 0.00 0.21 2.55 1.00 1.00 0.00 9.26 16.33 0.00 1,034.3 0.0 208.79 119.57 328.37 6 110.0 10.12 12.22 17.23 0.00 0.20 2.60 1.00 1.00 0.00 22.11 52.62 0.00 2,717.8 0.0 494.61 371.72 866.33 5 90.00 9.70 13.46 18.83 0.00 0.17 2.70 1.00 1.00 0.00 24.19 54.04 0.00 3,156.2 0.0 537.89 364.79 902.68 4 70.00 9.20 14.87 18.83 0.00 0.15 2.781.00 1.00 0.00 25.55 54.04 0.00 3,219.0 0.0 555.90 345.99 901.89 3 50.00 8.57 16.41 22.04 0.00 0.14 2.80 1.00 1.00 0.00 25.54 54.04 0.00 4,400.9 0.0 521.17 322.33 843.50 2 30.00 7.69 24.04 22.04 0.00 0.15 2.78 1.00 1.00 0.00 33.25 54.04 0.00 4,628.1 0.0 604.14 289.47 893.61 1 10.00 6.66 26.30 23.64 0.00 0.14 2.80 1.00 1.00 0.00 36.10 54.04 0.00 5,303.2 0.0 572.41 250.49 822.90 25,918.9 0.0 5,946.30 Page 4 • Site Number: 83041 02007-2014 by A TC IP LLC. All rights reserved Location: Port Townsend,WA 6/30/2014 3:59:33 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 Z/ Section Forces LoadCase 1.0D+ 1.0W Service 60 deg Serviceability-60.00 Wind 60 deg Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 8 140.0 10.64 0.00 13.90 0.00 0.13 2.83 0.80 1.00 0.00 7.87 24.28 0.00 1,459.2 0.0 201.46 185.56 387.02 7 125.0 10.39 4.76 7.81 0.00 0.21 2.55 0.80 1.00 0.00 8.31 16.33 0.00 1,034.3 0.0 187.35 119.57 306.92 6 110.0 10.12 12.22 17.23 0.00 0.20 2.60 0.80 1.00 0.00 19.66 52.62 0.00 2,717.8 0.0 439.94 371.72 811.66 5 90.00 9.70 13.46 18.83 0.00 0.17 2.70 0.80 1.00 0.00 21.50 54.04 0.00 3,156.2 0.0 478.03 364.79 842.82 4 70.00 9.20 14.87 18.83 0.00 0.15 2.78 0.80 1.00 0.00 22.58 54.04 0.00 3,219.0 0.0 491.19 345.99 837.18 3 50.00 8.57 16.41 22.04 0.00 0.14 2.80 0.80 1.00 0.00 22.26 54.04 0.00 4,400.9 0.0 454.21 322.33 776.55 2 30.00 7.69 24.04 22.04 0.00 0.15 2.78 0.80 1.00 0.00 28.44 54.04 0.00 4,628.1 0.0 516.77 289.47 806.23 1 10.00 6.66 26.30 23.64 0.00 0.14 2.80 0.80 1.00 0.00 30.84 54.04 0.00 5,303.2 0.0 489.00 250.49 739.50 25,918.9 0.0 5,507.89 LoadCase 1.0D+ 1.0W Service 90 deg Serviceability-60.00 Wind 90 deg Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sal Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sgft) (sqft) (Ib) Ice (lb) (Ib) (Ib) (Ib) 8 140.0 10.64 0.00 13.90 0.00 0.13 2.83 0.85 1.00 0.00 7.87 24.28 0.00 1,459.2 0.0 201.46 185.56 387.02 7 125.0 10.39 4.76 7.81 0.00 0.21 2.55 0.85 1.00 0.00 8.55 16.33 0.00 1,034.3 0.0 192.71 119.57 312.28 6 110.0 10.12 12.22 17.23 0.00 0.20 2.60 0.85 1.00 0.00 20.27 52.62 0.00 2,717.8 0.0 453.61 371.72 825.33 5 90.00 9.70 13.46 18.83 0.00 0.17 2.70 0.85 1.00 0.00 22.17 54.04 0.00 3,156.2 0.0 492.99 364.79 857.79 4 70.00 9.20 14.87 18.83 0.00 0.15 2.78 0.85 1.00 0.00 23.32 54.04 0.00 3,219.0 0.0 507.37 345.99 853.36 3 50.00 8.57 16.41 22.04 0.00 0.14 2.80 0.85 1.00 0.00 23.08 54.04 0.00 4,400.9 0.0 470.95 322.33 793.29 2 30.00 7.69 24.04 22.04 0.00 0.15 2.78 0.85 1.00 0.00 29.64 54.04 0.00 4,628.1 0.0 538.61 289.47 828.08 1 10.00 6.66 26.30 23.64 0.00 0.14 2.80 0.85 1.00 0.00 32.16 54.04 0.00 5,303.2 0.0 509.86 250.49 760.35 25,918.9 0.0 5,617.49 Page 5 Site Number: 83041 ©2007-2014 by ATC/P LLC- Alldghts reserved. Location: Port Townsend,WA V 6/30/2014 3:59:33 PM Code: ANSI/TIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 7/ Tower Loading Discrete Appurtenance Properties No Ice Ice Attach Vert Bev Weight CaAa Weight CaAa Len Width Depth Orientation Ecc (ft) Description Qty (Ib) (st) (Ib) (sf) (ft) (in) (in) Ka Factor (ft) 148.0 2'Omni 1 5.00 0.300 10.01 0.453 2.000 2.000 2.000 1.00 1.00 1.000 148.0 2"x 4"GPS 1 5.00 0.040 6.14 0.079 0.333 2.000 2.000 1.00 1.00 0.167 147.0 Raycap RxxDC-3315-PF-48 1 18.70 2.930 45.45 2.715 1.600 15.70 10.30 0.80 1.00 3.000 147.0 Ericsson RRUS 11 3 50.70 3.250 75.07 3.001 1.640 17.00 7.200 0.80 0.67 3.000 147.0 Antel BXA-80080-8CF-EDIN-X 3 23.00 8.200 78.73 8.689 7.880 8.000 5.900 0.80 0.90 3.000 147.0 AWC-TTMA-700C-VG 3 28.00 1.070 39.03 0.800 0.970 7.100 9.500 0.80 0.67 3.000 147.0 AWC-TMA-DD-700-C 3 14.00 0.580 14.32 0.593 1.167 9.000 4.000 1.00 0.67 3.000 147.0 ClearComm 850/1900 6 5.50 0.520 9.45 0.538 0.650 6.900 2.100 1.00 0.67 3.000 147.0 Sector Frame 3 300.00 14.400 422.02 19.891 0.000 0.000 0.000 0.75 0.75 0.000 147.0 Antel BXA-70080/8CF 3 23.00 8.290 78.40 8.781 7.890 8.100 5.700 0.80 0.92 3.000 147.0 Antel BXA-185090/8_FP 3 11.00 2.920 32.94 3.198 4.020 6.100 4.100 0.80 0.95 5.000 137.0 Argus LLPX310R 3 28.60 4.830 58.80 4.574 3.500 11.80 4.500 1.00 1.00 0.000 137.0 Huawei DBS3900 WiMAX 3 44.00 2.570 61.38 2.396 1.575 14.00 4.700 1.00 1.00 0.000 137.0 Clearwire Mount 1 40.00 8.500 51.09 10.857 0.000 0.000 0.000 1.00 1.00 0.000 124.0 Andrew VHLP2-18-2GRB 1 31.00 4.690 62.62 5.103 2.175 0.000 0.000 1.00 1.00 0.000 124.0 DragonWave Horizon 1 7.50 0.810 14.17 0.397 0.330 9.600 8.700 1.00 1.00 0.000 120.0 ET-X--WM-18-65-8P 3 36.40 7.110 77.49 7.920 4.570 13.80 4.300 0.80 0.72 3.000 120.0 2.5 GHz 8T8RRRH 3 59.80 3.110 83.97 2.868 1.250 21.30 8.000 0.80 0.67 3.000 120.0 DSSS2006A 3 22.00 1.440 31.26 1.368 1.180 10.40 3.000 0.80 0.67 3.000 120.0 Samsung Fiber Junct. 3 3.30 0.180 5.86 0.272 0.850 3.100 3.100 0.80 0.67 3.000 120.0 Samsung Power Junct. 3 3.30 0.170 5.86 0.257 0.820 3.100 3.100 0.80 0.67 3.000 120.0 Samsung RRH-P4(1.9(31-1z) 3 62.80 3.190 89.14 2.949 1.983 13.80 9.000 0.80 0.67 3.000 120.0 Andrew ADFD1820-33338- 2 38.00 12.300 101.79 10.895 4.750 22.00 5.000 0.80 1.00 3.000 120.0 RFS APXVRR13-C-A20 2 32.00 7.350 73.42 6.979 4.560 13.80 4.300 0.80 1.00 3.000 120.0 DAPA 48010 6 18.30 4.510 44.07 4.676 4.440 8.700 2.700 0.80 0.71 3.000 120.0 Sector Frame 3 300.00 14.400 419.11 19.760 0.000 0.000 0.000 0.75 0.75 0.000 111.5 RSI MHP-60A96-S 1 470.00 63.420 875.23 64.922 8.000 0.000 0.000 1.00 1.00 0.000 Totals 71 3889.70 6456.37 Number of Appurtenances : 27 Linear Appurtenance Properties Bev Elev Out From To Width Weight Pct Spread On Bundling Cluster of Spacing Orientation Ka (ft) (ft) Description Qty (in) (Ibfft) In Block Faces Arrangement Dia(in) [one (in) Factor Override 0.00 148.0 7/8" Coax 2 1.09 0.33 100 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 147.0 1 5/8" Coax 12 1.98 0.82 50 Lin App Block 0.00 N 0.00 1.00 0.00 0.00 147.0 1.27"Hybrid 1 1.27 1.01 100 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 137.0 2"Conduit 1 2.20 1.48 100 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 137.0 5/16"Coax 6 0.32 0.04 100 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 124.0 3/8"Coax 1 0.44 0.08 100 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 120.0 1 1/4"Hybriflex 3 1.54 1.00 100 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 120.0 1 5/8" Coax 6 1.98 0.82 50 Lin App Block 0.00 N 0.00 1.00 0.00 0.00 111.5 EW63 1 2.01 0.51 100 Lin App Individual 0.00 N 1.00 1.00 0.00 Page 6 • Site Number: 83041 02007-2014 byA TCIPLLC. Allrights reserved. Location: Port Townsend,WA Y 6/30/2014 3:59:33 PM Code: ANSI/TIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 �/ Force/Stress Summary Section: 1 U18 Bot Elev(ft): 0.00 Height(ft): 20.000 phi Shear Bear Force Len Bracing % F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 2.25" -213.94 1.2D+1.6W 10.02 100 100 100 24.4 50.0 514.03 0 0 0.00 0.00 41 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.25 -6.63 1.2D+1.6W 20.15 50 50 50 152.1 35.7 18.94 1 1 49.70 34.80 35 Member Z Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B- 12"BD 2.25" 182.99 1.2D+1.6W 60 50 65 536.85 0 0 0.00 0.00 34 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.25 6.41 1.2D+1.6W 90 36 58 52.08 1 1 49.70 21.32 30 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 169.47 0.9D+1.6W 60 0.00 0 0 Top Compression 195.83 1.2D+1.6W 0.00 0 Bot Tension 191.87 0.90+1.6W 60 488.46 39 6 11/4A449(Anchor) Bot Com pression 220.94 1.2D+1.6W 0.00 0 Section: 2 U16 Bot Elev(ft): 20.00 Height (ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B- 12"BD 2" -188.82 1.2D+1.6W 10.02 100 100 100 24.4 50.0 405.83 0 0 0.00 0.00 46 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.25 -6.63 1.2D+1.6W 90 18.44 50 50 50 139.2 35.7 22.61 1 1 49.70 34.80 29 Member Z Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 2" 161.96 1.2D+1.6W 60 50 65 423.90 0 0 0.00 0.00 38 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 l DIAG SAE-4X4X0.25 6.41 1.2D+1.6W 90 36 58 52.08 1 1 49.70 21.32 30 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type I Top Tension 145.92 0.9D+1.6W 60 0.00 0 0 Top Compression 168.09 1.2D+1.6W 0.00 0 Bot Tension 169.47 0.9D+1.6W 60 523.32 32 6 11/4A325 Bot Com press ion 195.83 1.2D+1.6W 0.00 0 Page 7 • Site Number: 83041 U`2007-2014 byA TC 1PLLC. All rights reserved. Location: Port Townsend,WA Y 6/30/2014 3:59:33 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 �/ Force/Stress Summary Section: 3 U14 Bot Elev(ft): 40.00 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 2" -160.69 1.20+1.6W 10.02 100 100 100 24.4 50.0 405.83 0 0 0.00 0.00 39 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.3125 -6.21 1.2D+1.6W 90 16.80 50 50 50 171.2 36.0 13.73 1 1 49.70 43.50 45 Member Z Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 2" 140.57 0.9D+1.6W 60 50 65 423.90 0 0 0.00 0.00 33 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.3125 6.06 1.2D+1.6W 90 36 58 44.05 1 1 49.70 26.64 22 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 120.99 0.9D+1.6W 60 0.00 0 0 Top Compression 138.91 1.2D+1.6W 0.00 0 Bot Tension 145.92 0.90+1.6W 60 523.32 28 6 11/4A325 Bot Compression 168.09 1.2D+1.6W 0.00 0 Section: 4 U12 Bot Elev(ft): 60.00 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Com press ion Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B- 12"BD 1.75" -131.02 1.2D+1.6W 10.02 100 100 100 26.0 50.0 308.82 0 0 0.00 0.00 42 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 -6.00 1.2D+1.6W 90 15.24 50 50 50 153.4 36.0 10.46 1 1 49.70 26.10 57 Member Z Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Controls Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) LEG 12B-12"BD 1.75" 113.70 1.2D+1.6W 60 50 65 324.45 0 0 0.00 0.00 35 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 5.98 1.2D+1.6W 90 36 58 27.15 1 1 49.70 15.99 37 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 93.74 0.90+1.6W 60 0.00 0 0 Top Compression 108.15 1.2D+1.6W 0.00 0 Bot Tension 120.99 0.9D+1.6W 60 327.12 37 6 1 A325 Bot Com press ion 138.91 1.2D+1.6W 0.00 0 Page 8 Site Number: 83041 02007-2014 byA TC IPLLC. All rights resery ed Location: Port Townsend,WA Y 6130/2014 3:59:33 PM Code: ANSI/TIA-222 RevG Struct Class : II X Exposure : C / Topo: 1 �/ Force/Stress Summary Section: 5 U10 Bot Elev(ft): 80.00 Height(ft): 20.000 phi Shear Bear Force Len Bracing% Fy Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) Y Controls LEG 12B-12"BD 1.75" -99.50 1.2D+1.6W 10.02 100 100 100 26.0 50.0 308.82 0 0 0.00 0.00 32 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 -6.15 1.2D+1.6W 13.79 50 50 50 138.9 36.0 12.77 1 1 49.70 26.10 48 Member Z Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B- 12"BD 1.75" 85.39 1.2D+1.6W 60 50 65 324.45 0 0 0.00 0.00 26 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 6.02 1.2D+1.6W 36 58 27.15 1 1 49.70 15.99 37 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 61.85 0.9D+1.6W 60 0.00 0 0 Top Compression 73.65 1.2D+1.6W 0.00 0 Bot Tension 93.74 0.9D+1.6W 60 327.12 29 6 1 A325 Bot Compression 108.15 1.2D+1.6W 0.00 0 Section: 6 U8 Bot Elev(ft): 100.0 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Com pression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 1.5" -63.66 1.2D+1.6W 10.02 100 100 100 30.3 50.0 222.99 0 0 0.00 0.00 28 Member X HORIZ 0.00 0.000 0 D 0 0.0 CO 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 -6.84 1.2D+1.6W 12.50 50 50 50 125.9 36.0 15.34 1 1 49.70 26.10 44 Member Z Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Controls Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % LEG 12B-12"BD 1.5" 51.34 1.2D+1.6W 60 50 65 238.50 0 0 0.00 0.00 21 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 7.02 1.2D+1.6W 90 36 58 27.15 1 1 49.70 15.99 43 Bolt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 27.02 0.9D+1.6W 60 0.00 0 0 Top Compression 35.13 1.2D+1.6W 0.00 0 Bot Tension 61.85 0.9D+1.6W 60 327.12 19 6 1 A325 Bot Compression 73.65 1.2D+1.6W 0.00 0 I Page 9 • Site Num ber: 83041 O°2007-2014 by A TC IPLLC. All rights reserved. Location: Port Townsend,WA Y 6/30/2014 3:59:33 PM Code: ANSI/TIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 �/ Force/Stress Summary Section: 7 U6 Bot Elev(ft): 120.0 Height(ft): 10.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Com press ion Mem ber (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 1.25" -26.54 1.2D+1.6W 10.02 100 100 100 36.4 50.0 150.33 0 0 0.00 0.00 17 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.5X2.5X0.1875 -4.40 1.2D+1.6W 11.41 50 50 50 138.4 36.0 10.64 1 1 49.70 26.10 41 Member Z Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 1.25" 21.62 0.9D+1.6W 60 50 65 165.60 0 0 0.00 0.00 13 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.5X2.5X0.1875 3.74 1.2D+1.6W 60 36 58 21.02 1 1 49.70 15.99 23 Balt Bear Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 17.02 0.90+1.6W 60 0.00 0 0 Top Compression 22.44 1.2D+1.6W 0.00 0 Bot Tension 27.02 0.9D+1.6W 60 327.12 8 6 1 A325 Bot Compression 35.13 1.2D+1.6W 0.00 0 Section: 8 H-5.0 Bot Elev(ft): 130.0 Height(ft): 20.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2"SOLID -20.24 1.2D+1.6W 2.47 100 100 100 59.4 50.0 109.23 0 0 0.00 0.00 18 Member X HORIZ SOL-718"SOLID -0.33 1.2D+1.6W 5.000 100 100 100 192.0 50.0 3.69 0 0 0.00 0.00 8 Member X DIAG SOL-7/8"SOLID -2.28 1.2D+1.6W 90 5.579 50 50 50 137.7 36.0 7.16 0 0 0.00 0.00 31 Member X Shear Bear Force Fy Fu phit Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2"SOLID 17.12 1.2D+1.6W 60 50 65 141.37 0 0 0.00 0.00 12 Member HORIZ SOL-718"SOLID 0.37 1.2D+1.6W 60 50 65 27.06 0 0 0.00 0.00 1 Member DIAG SOL-7/8"SOLID 2.29 1.2D+1.6W 90 36 58 19.48 0 0 0.00 0.00 11 Member Force Capacity Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 0.09 1.2D+1.0Di+ 0.00 0 Bot Tension 17.02 0.9D+1.6W 60 327.12 5 6 1 A325 Bot Com pression 22.44 1.2D+1.6W 0.00 0 Page 10 Site Number: 83041 02007-2014 byATC IPLLC. All rights reserved. Location: Port Tow nse nd,WA Y 6/30/2014 3:59:33 PM Code: ANSI/TIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 �/ Support Forces Summary FX FY FZ Load Case Node (kip) (kip) (kip) (-)=Uplift (+)=Dow n 1.0D+1.0W Service 90 deg lb -3.16 -30.30 -1.62 la -4.48 50.13 2.38 1 -0.42 9.98 -0.77 1.0D+1.0W Service 60 deg lb -3.60 -36.20 -2.08 la -2.95 32.82 1.32 1 -0.34 33.18 -3.23 1.OD+1.0W Service Normal lb -1.41 -14.13 -1.20 1a 1.37 -14.04 -1.25 1 0.03 57.97 -5.92 1.2D+1.ODi+1.0Wi90deg lb -4.06 3.00 -2.27 la 1.53 28.98 -0.96 1 -0.15 16.11 3.22 1.2D+1.0Di+1.0Wi 60 deg lb -4.20 1.07 -2.43 la 2.03 23.45 -1.31 1 -0.12 23.56 2.41 1.2D+1.ODi+1.0Wi Norm al lb -3.47 8.24 -2.14 la 3.45 8.43 -2.15 1 0.01 31.42 1.54 0.9D+1.6W 90 deg lb -16.03 -164.99 -8.33 1a -17.11 182.84 9.00 1 -1.86 8.98 -0.68 0.9D+1.6W 60 deg lb -17.92 -190.48 -10.34 la -10.50 107.88 4.42 1 -1.48 109.42 -11.34 0.9D+1.6W Normal lb -8.40 -95.40 -6.58 la 8.27 -95.32 -6.82 1 0.14 217.55 -23.07 1.2D+1.6W 90 deg lb -15.84 -162.16 -8.22 1a -17.31 185.95 9.12 1 -1.86 11.97 -0.91 1.2D+1.6W 60 deg lb -17.72 -187.66 -10.23 la -10.70 110.94 4.54 1 -1.48 112.49 -11.57 1.2D+1.6W Normal lb -8.21 -92.52 -6.46 la 8.07 -92.41 -6.70 1 0.14 220.69 -23.30 Max Uplift: 190.48(kip) Moment: 3,254.43 (kip-ft) 1.2D+1.6W Normal Max Down: 220.69(kip) Total Down: 35.77 (kip) Max Shear: 23.30(kip) Total Shear: 36.47 (kip) Page 11 Site Number: 83041 02007-2014 byA TC IPLLC. All rights reserved. Location: Port Townsend,WA 6/30/2014 3:59:33 PM Code: ANSI TIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 7/ Page 12 Site Num ber: 83041 02007-2014 byA TC IPLLC. All rights reserved. Location: Port Townsend,WA Y 6/30/2014 3:59:33 PM Code: ANSIITIA-222 Rev G Struct Class : II X Exposure : C / Topo: 1 �/ Deflections and Rotations Elevation Deflection Twist Sway Load Case (ft) (ft) (deg) (deg) Serviceability-60.00 Wind 60 deg 110.00 0.0995 0.0052 0.1070 120.00 0.1186 0.0090 0.1109 137.63 0.1554 0.0130 0.1252 147.52 0.1771 0.0176 0.1126 Serviceability-60.00 Wind 90 deg 110.00 0.0999 0.0070 0.1073 120.00 0.1189 0.0078 0.1080 137.63 0.1556 0.0080 0.1237 147.52 0.1769 0.0079 0.0452 Serviceability-60.00 Wind Normal 110.00 0.1036 -0.0001 0.1102 120.00 0.1235 0.0033 0.1251 137.63 0.1623 0.0032 0.1326 147.52 0.1854 0.0028 0.2129 100.00 mph 60 deg with No Ice(Reduced DL) 110.00 0.4303 0.0299 0.4640 120.00 0.5139 0.0488 0.4799 137.63 0.6733 0.1260 0.5446 147.52 0.7674 0.2183 0.4948 100.00 mph 60 deg with No Ice 110.00 0.4309 0.0300 0.4646 120.00 0.5145 0.0488 0.4807 137.63 0.6741 0.1262 0.5454 147.52 0.7684 0.2186 0.4954 100.00 mph 90 deg with No Ice (Reduced DL) 110.00 0.4323 0.0309 0.4652 120.00 0.5148 0.0341 0.4674 137.63 0.6740 0.0355 0.5384 147.52 0.7670 0.0359 0.1891 100.00 mph 90 deg with No Ice 110.00 0.4327 0.0309 0.4658 120.00 0.5154 0.0341 0.4682 137.63 0.6748 0.0355 0.5392 147.52 0.7679 0.0360 0.1899 100.00 mph Normal to Face with No Ice(Reduced 110.00 0.4498 -0.0002 0.4804 120.00 0.5376 0.0151 0.5458 137.63 0.7069 0.0153 0.5803 147.52 0.8079 0.0138 0.9374 100.00 mph Normal to Face with No Ice 110.00 0.4503 -0.0002 0.4810 120.00 0.5381 0.0151 0.5465 137.63 0.7077 0.0153 0.5811 147.52 0.8089 0.0139 0.9382 30.00 m ph 60 deg with 0.25 in Radial Ice 110.00 0.0316 0.0015 0.0341 120.00 0.0384 0.0020 0.0360 137.63 0.0502 0.0017 0.0398 147.52 0.0571 0.0015 0.0352 30.00 mph 90 deg with 0.25 in Radial Ice 110.00 0.0319 0.0019 0.0341 120.00 0.0382 0.0021 0.0351 137.63 0.0499 0.0015 0.0392 147.52 0.0566 0.0011 0.0189 30.00 m ph Normal with 0.25 in Radial Ice 110.00 0.0329 -0.0001 0.0347 120.00 0.0392 0.0005 0.0391 137.63 0.0514 0.0005 0.0415 147.52 0.0586 0.0004 0.0624 Page 13 • Site Num ber: 83041 0'-2007-2014 by Air IPLLC. 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Location: Port Townsend,WA 6/30/2014 3:59:33 PM Code: ANSIITIA-222 RevG Struct Class : II X Exposure : C / Topo: 1 �/ 147.52 0.0000 0.0000 0.0000 Page 14 • Comparison of Wind Base Shear to Seismic Base Shear Applicable Codes Wind load computation based on TIA-222 Earthquake load computation based on the 2012 International Building Code&ASCE7-10 Site Name: Port Townsend WA Site Number: 83041 Engineer: BGD Date: 6/30/2014 Use Exact Fundamental Period: Y Tower Type(SST,GT, MP): SST Tower Height(ha): 150 ft Wind Base Shear: 36.47 k Taken from attached analysis Tower+Appurtenance Weight at Base(W): 35.77 k Taken from attached analysis Site Class(A, B,C,D, E,F): D Table 1613.5.5-IBC Seismic Category/Group Factor(I,II,111): 11 Table 1604.5-IBC Spectral Response Acceleration for Short Period(S5): 1.28 Figure 1613.3.1(1)-IBC Spectral Response Acceleration at 1.0 Second Period(S1): 0.52 Figure 1613.3.1(2)-IBC Building Period Coefficient(CT): 0.020 Table 12.8-2-ASCE Long-Period Transition Period(TL): 6 sec Figure 22-12-22-16-ASCE Risk Category: 1.00 Table 1604.5-IBC/Table 1.5-2-ASCE7 Site Coefficient Fa: 1.00 Table 1613.3.5(1)-IBC Site Coefficient F,,: 1.50 Table 1613.3.3(2)-IBC Response Modification Coefficient(R): 3.0 Table 15.4-1-ASCE7 Maximum SRA for Short Period(SMS= Fa*Sa): 1.280 Equation 16-37-IBC Maximum SRA for 1.0 Second Period (SM1=F„*S1): 0.779 Equation 16-38-IBC Design SRA at Short Period(Sps=2/3*SMS): 0.853 Equation 16-39-1BC Design SRA at 1.0 Second Period(SDI=2/3*SMI): 0.519 Equation 16-40-IBC Seismic Response Coefficient(Cs=Sps*l/R)): 0.284 Equation 12.8-2-ASCE7 Maximum SRC(Cs=So1*1/(R*T)or SD1*TL*1/(T2*R)): 0.455 Equation 12.8-3&12.8-4,ASCE7 Minimum SRC(Cs=0.044*Sds*1,0.01 or 0.5*Sl*I/R): 0.038 Equation 12.8-5&12.8-6-ASCE7 Seismic Design Category: D Table 11.6-1&1-ASCE7 Approximate Fundamental Period (Ta=CT*h„3/0.): 0.86 sec Equation 12.8-7, Table 12.8-2-ASCE7 Coefficient for Upper Limit on Calculated Period(C.): 1.2 Table 12.8-1-ASCE7 Calculated Fundamental Period(T): 0.38 sec TIA-222-G,Section 2.7.11 Equivalent Lateral Force Procedure Seismic Base Shear(V=Cs*W): 10.17 k Equation 12.8-1-ASCE7 Conclusion: Wind loads govern tower design. a N ticrS-ti c<tic E'f-12E0 ti> 0OZy OZy m m Z m f A mOZmpG6 Z OAApAIIoll~000-0 . 1 ■ .�nxeyrmmm m"2 3 =mati-itiNEi;pNOO r '^ T r m%i280 g0eyyi __ � ffi r884,4?- 8 p O - 67,' a O O�KKOOyO�Zp a no m-1 V O � p C Q T ZZZ000>NOO ' 3J m pUb p SN tiyyz>>DNOm yy mZ ln! 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E > mmil mine m a 2 0 f ■ m a g z 2T (77,' i 0 A O t O G� w co m 13 O ��=f�f m tiE�R 3� FILE COPY 0 0 Sally Ellis From: Cheri Axtell <caxtell @mutionline.com> Sent: Monday, June 22, 2015 9:52 AM To: #dcd Cc: Patrick Debevec; Timothy Kieser Subject: Final Building inspection -Third party inspection report Attachments: 2015-05-20 SE33XC1 07 Field Report.pdf; 2015-05-18 SE33XC106 Field Report.pdf To Whom it may concern, Please see the attached third party inspection report for the following, to cell tower modification. I will need to schedule these sites for final building inspection for Tuesday June 23, 2015 in the morning please. Cascade# Zoning Jurisdiction BP# Address E33{C106 ,'i b Jefferson County BLD14-00240 1760 Kala Point Dr, Port Townsend,Jefferson WA ra - Jefferson County BLD13-00063 1442 Shine Ridge Rd, Port Ludlow WA 98365 Should you have any questions please feel free to contact me at the following numbers below. Thank you, Cheri Axtell Office Manager/Project Assistant MUTT •2334 Stagecoach Rd, Suite A • Stockton, CA 95215 (0) 209-469-0665 X-201 (F) 209-469-0659 (M) 217-954-8024 sab ':ra,,t1,41 sawcz*I,Sarsttts www.mutionline.com This email has been scanned for email related threats and delivered safely by Mimecast. For more information please visit http://www.mimecast.com 1 • FIELD I raZan&Associates, Inc. REPORT NO.: 15072DFR051815JM Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 5/18/2015 CONTRACTOR: PROJECT#: 10615072 PERMIT#. PROJECT: SE33XC106 INSPECTOR: Juan Martinez LOCATION: 1760 KALA POINT DR JURISDICTION: PORT TOWNSEND WA KA P.M.: WEATHER: CLEAR TEMP: 70° Upon arrival at this site and using a OLYMPUS XRT RANGEFINDER(W 6X MONOCULAR FOCUS)I was able to determine the following. At the height of 124' (West elevation)a Microwave antennae has been installed.The LMR 400 cable is securely fastened to the lattice of the tower.Devices and hardware have not been painted to match existing tower. Reviewed By: V/t . ASTM Test#: Equipment/Asset Number(s): To the best of my knowledge,the above WAS performed In accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: �.ytr taa= oK, , Offices Serving the Western United States Lynnwood(425)485-5519•Poulsbo(360)598-2126•Puyallup(253)939-2500 Daily Field Report Raskin 8 EffoRiw no Imo 1] aaa w a.ffia WWI mad ft=lie mat.[x,afore ml nY 1pe*cY m bI repodal to mat Ketm lk Wfl1 ;Ma oru.aid ma Krum&Atm*lti.:swtante oor:veal mwikm a rear MAIM bust ae cation.one=mew e@aA'z tlhLmane.4.d.nsir.fp.tod nEm1OL 87 MC.RLR:'eflo dJfM4.aM7[Y°a.m@Y m hidil,41R.Wi The Yore Wm.Ii.bi bm°pandd by Rim on a6 \' ----1 ,., ?''; I -71.-‘;'• "J,,, I I W1L4 91 rr,' ‹...S.. ..1., ICO.19. 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Aileen Aileen Zavales I Lynx Consulting, Inc. 17311 135th Ave NE, Suite A-100,Woodinville, WA 98072 Cell 206-972-1368 I Fax 425-354-3277 azavales@lynxconsulting.org LT N X Connect to the Future 1 • Department of Labor and Induehies „:. PO Box 44450 ' : .R COMMUNICATIONS INC Olympia,WA 98504-4450 t s�r�ti*aai •i TOCI975I8 r ararir w. 70 r snag•Kai `' � �*i r. : :�•rr! ji �. +-. by Law as. rrrw° k +4 Yr4 ._ rrrr . y,4►:1,,aLr .:r Contractor Arw amoupsh 0010r7r 1'14 ?r rr+. WISTOwER COMMUNI.':; .�, u** ,�:_ , • 003 112B STATE ST aniaae'1`' �* ;u • 2/14/2014 RIDGELAND MS 39157 t ,t:a 1889 p Ir ` • • • WESTOWER COMMUNICATIONS INC Page 1 of 3 • •C k W ashington State Department of ' Labor & industries WESTOWER COMMUNICATIONS INC Owner or tradesperson 16259 SE 120TH AVE., STE 201 JARVIS, MIKE ARTHUR CLACKAMAS. OR 97015 503-210-1000 Principals JARVIS, MIKE ARTHUR, PRESIDENT BARKER, J JOHN EDWARD, VICE PRESIDENT CARR, MICHAEL DOUGLAS, TREASURER PAYNE, CALVIN JAY, DIRECTOR MARTINICH, MATTHEW, VICE PRESIDENT (End: 01/26/2011) Doing business as WESTOWER COMMUNICATIONS INC WA UBI No. Business type 601 979 870 Corporation License Verify the contractor's active registration/license/certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. WESTOCI975J8 Effective—expiration 04/28/2003-12/14/2014 Bond HARTFORD FIRE INSURANCE $12,000.00 Bond account no. 52BSBAD6506 Received by L&I Effective date 04/28/2003 04/02/2003 Expiration date Until Canceled Insurance Hartford Fire Ins Co $1,000,000.00 Policy no. 20ECSQU0527 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601979870&LIC=WESTOCI975J8&SAW= 9/8/2014 WESTOWER COMMUNICATIONS INC Page 2 of 3 Received by L&i • Effective date • 01/08/2014 12/31/2013 Expiration date 12/31/2014 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 981,234-00 Doing business as WESTOWER COMMUNICATIONS INC Estimated workers reported Quarter 2 of Year 2014 "Greater than 100 Workers" L&I account representative T2 /HAN CHUNG (360)902-4713 - Email: CHUK235 @Ini.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Citation issue date 07/29/2014 Under appeal. The results of the inspection are Inspection no being challenged. 317227924 Date of appeal Location 08/18/2014 Burbank Creek Road Yakima, WA 98902 Citation issue date 06/04/2014 No violations Inspection no. 316967165 Location 22263 68th Ave S. Kent,WA 98032 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601979870&LIC=WESTOCI975J8&SAW= 9/8/2014 WESTOWER COMMUNICATIONS INC Page 3 of 3 Citation issue date • No violations • 12/04/2012 Inspection no. 316557503 Location 1990 Observation Dr Pullman,WA 99163 ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. 34 cts 1ii114 i10tt»1` https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601979870&LIC=WESTOCI975J8&SAW= 9/8/2014 Sally Ellis From: Aileen Zavales [Azavales @lynxconsulting.org] Sent: Monday, September 08, 2014 4:33 PM To: Sally Ellis Subject: RE: Sprint proposed to modify its antenna equipment on the exiting telecommunications tower. Hi, I just paid it online and I hear that it might be possible to fed ex this out tomorrow then? O THanks. Aileen Zavales I Lynx Consulting, Inc. 17311 135th Ave NE,Suite A-100,Woodinville,WA 98072 Cell 206-972-1368 I Fax 425-354-3277 [ azavales @lynxconsulting.org . LV N X Connect to the Future From: Sally Ellis [mailto:SEllis©co.jefferson.wa.us] Sent: Monday, September 08, 2014 4:16 PM To: Aileen Zavales Subject: RE: Sprint proposed to modify its antenna equipment on the exiting telecommunications tower. The $228.00 is for the consistency review fee or land use review. If you open the attached invoice-you will see the other fee's that are required for this permit. Thank you Sally Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St. Port Townsend,WA 98368 360-379-4452 sellis @co.jellerson.wa.us From: Aileen Zavales [mailto:AzavalesC lynxconsulting.orq] Sent: Monday, September 08, 2014 2:55 PM To: Sally Ellis Subject: RE: Sprint proposed to modify its antenna equipment on the exiting telecommunications tower. Hi Sally, we paid $228 and it was cashed; is this in addition to? May I pay over the phone or email with VISA??THanks! Aileen Zavales I Lynx Consulting, Inc. 17311 135th Ave NE,Suite A-100,Woodinville,WA 98072 Cell 206-972-1368 I Fax 425-354-3277 I azavales @lynxconsulting.org ScL 1 N X Connect to the Future From: Sally Ellis [mailto:SEllis(&co.jefferson.wa.us] Sent: Monday, September 08, 2014 2:25 PM t To: Aileen Zavales Subject: FW: Sprint proposed to modify its antenna equipment on the exiting telecommunications tower. Dear Aileen, I was going to issue the building permit for BLD14-00240, however when I went into issue the permit- I learned that there are still fee's due on this permit. I am so sorry- But I cannot issues the building permit until all fees are paid. I did email the invoice to Olivia on 7/11/14. But as far as I know we have received a check for these fee's yet. Once the fees are paid I can then issue the permit. If you have any questions and or concerns please contact me. Sincerely Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St. Port Townsend,WA 98368 360-379-4452 sellis@cojefferson.wa.us From: Sally Ellis Sent: Friday, July 11, 2014 11:57 AM To: 'owright @lynxconsulting.org' Subject: Sprint proposed to modify its antenna equipment on the exiting telecommunications tower. Dear Olivia Hello my name is Sally Ellis and I am the new Permit Tec' with Jefferson County DCD. On 7/9/14 I received a new permit in the mail from you for Sprint. Parcel#011281004 Address: 1760 Kala Pt. Dr. You included a check with this permit of$228.00, however this does not cover the total cost of this permit. I have created an invoice that is attached- Once this invoice is paid- we can proceed with permit process. If you have any questions and or need more information please feel free to contact me. Sincerely Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St. Port Townsend, WA 98368 360-379-4452 sellis(a)co.lefferson.wa.us 2 Sally Ellis From: Aileen Zavales [Azavales @lynxconsulting.org] Sent: Thursday, September 04, 2014 9:51 AM To: Sally Ellis Subject: RE: BLD14-00240 Hi Sally, thank you,yes it all makes sense; I will get contractor info and forward to you and am sending you today a pre paid Fed Ex envelope. Thanks for all your patience with me, I have had my hands full with my coworker off on maternity leave (very early, but all is well). Thanks! Aileen Zavales I Lynx Consulting, Inc. 17311 135th Ave NE,Suite A-100,Woodinville,WA 98072 Cell 206-972-1368 I Fax 425-354-3277 I azavales @lynxconsulting.org LVN XConnect to the Future From: Sally Ellis [mailto:SEllis @co.jefferson.wa.us] Sent: Thursday, September 04, 2014 8:23 AM To: Aileen Zavales Subject: BLD14-00240 Good morning Aileen, Once we have the contractor information for this permit we can issue this permit. Also in regards to how you pick up this permit-Generally we call the contact person which in this case is you-or the contractor and advise them that the permit has been issued and is ready for pick up. If you wish for this permit to be mailed to you-we have to ask that you pay for the postage cost for mailing the permit- It I remember correctly- I think last time someone from you office emailed me a Fed Ex or Ups prepaid label. I hope this makes since- if you have any questions or need more information please feel free to contact me. Sincerely Sally L Ellis Jefferson County Community Development Permit.Technician 621 Sheridan St. Port Townsend,WA 98368 360-379-4452 sellis@cojefferson.wa.us 1 Sally Ellis From: Sally Ellis Sent: Monday, September 08, 2014 2:23 PM To: 'Aileen Zavales' Subject: FW: Sprint proposed to modify its antenna equipment on the exiting telecommunications tower. Attachments: 14-099 lynx consulting.xlsx Dear Aileen, I was going to issue the building permit for BLD14-00240, however when I went into issue the permit- I learned that there are still fee's due on this permit. I am so sorry- But I cannot issues the building permit until all fees are paid. I did email the invoice to Olivia on 7/11/14. But as far as I know we have received a check for these fee's yet. Once the fees are paid I can then issue the permit. If you have any questions and or concerns please contact me. Sincerely Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St. Port Townsend, WA 98368 360-379-4452 sellis@co.jefferson.wa.us From: Sally Ellis Sent: Friday, July 11, 2014 11:57 AM To: 'owright @lynxconsulting.org' Subject: Sprint proposed to modify its antenna equipment on the exiting telecommunications tower. Dear Olivia Hello my name is Sally Ellis and I am the new Permit Tec' with Jefferson County DCD. On 7/9/14 I received a new permit in the mail from you for Sprint. Parcel#011281004 Address: 1760 Kala Pt. Dr. You included a check with this permit of$228.00, however this does not cover the total cost of this permit. I have created an invoice that is attached- Once this invoice is paid- we can proceed with permit process. If you have any questions and or need more information please feel free to contact me. Sincerely Sally L Ellis 1 Jefferson County Community Development Permit Technician 621 Sheridan St. Port Townsend, WA 98368 360-379-4452 sellisAco.jefferson.wa.us 2 SON • ���4 ooGa Jefferson County Community Development In 14-099 4 621 Sheridan i Port Townsend,WA 98368 �9SgtNe:3 (360)385-4450 der r Name: Lynx Consulting INC Date: 7/9/2014 Address: 17311 135th Ave NE STE A100 City: Port Ludlow State: WA 98365 Case: BLD14-240 Phone: r DATE DESCRIPTION OF SERVICES QTY UNIT PRICE TOTAL 7/9/14 Building base fee 1 168.00 $ 168.00 Scanning fee 1 19.00 $ 19.00 Plan check fee 1 109.20 $ 109.20 State Surcharge fee 1 4.50 $ 4.50 pcuo. 61/ ei 9.2434 e- 44 11SI Permit can be issued upon receipt of payment 1 TOTAL: 4 $ 300.70 *****PLEASE PAY FROM INVOICE***** Submitted By: Make Check Payable to: Name: Sally Ellis Jefferson County Community Development Title: Permit Tec 621 Sheridan Port Townsend,WA 98368 Date: 7/9/2014 JEFFERSON COUNTY DOB No. 148846 DATE 7/ c/i Li RECEIVED FROM 1-fikl Cf-:ou 1.44 n � Yk (--D ESCPIP TION 0 BARS# AMOUNT CURRENCY ./b wi c/ Qry co • U0 COIN CHECKS hi DiLi -2)40 '-'-cf-0 0 c cn - err La u_A. -,x3 1 -ctLf 0 0 0 RECEIVED BY N4 5 TOTAL ao - 00 1 c 0�i 9SON � ( ZLiC • • I FFERSON COUNTY IA DEPARTMENT OF COMMUNITY DEVELOPMENT 9 "6.1, o� 621 Sheridan Street j Port Townsend,WA 98368!Web:www.co.iefferson.wauslcommunitvdevelooment Tel:360.379.4450 1 Fax:360.379.4451 j Email:dcd(co.lefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: • Project Description(include separate sheets as necessary): Sprint proposes to modify its antenna equipment on the existing telecommunications tower.The over-all height of the tower will not increase. Tax Parcel Number: 001281004 Property Size: ,_ ,' _ Site Address and/or Directions to Property:1760 Kale Point Drive, Port Townsend,WA 98368 ! C V I Property Owner(s)of Record: Kale Point Owners Association Telephone: Fax: email: - 2014 Mailing Address: 1760 Kale Point Drive,Pori Townserd,WA 98368 Applicant/Agent(if different from owner): Lynx Consulting, Olivia Wright, C/O Sprint EJEFFERSON COUNTY Telephone:253-653'9787 Fax email:.ovaidnireI tfil9il Ffrop, Mailing Address: 17311 135th Ave NE,Suite A-100,Woodinville,WA 98072 What kind of Permit?(Check each box that applies U Lot or Road Segregation Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or C]*" ❑ Manufactured Home ❑ Modular O Discretionary"D"or Unnamed Use Classification f3 Commercial* ❑Special Use(Essential Public Facilities)** O Change of Use O Boundary Line Adjustment O Address ❑Road Approach ❑Short Plat" ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat** O Sign ❑Planned Rural Residential Development(PRRD)/Amendments"* ❑Allowed"Yes"Use Consistency Analysis ❑Plat VacatioNAlteration** ❑Stormwater Management ❑Shoreline Master Program ExemptioNPermit Revisions*" ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance Wireless Telecommunication* ❑Comprehensive PIaNUDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request *'Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: L nx Consultin DESIGNATION OF AGENT I hereby designate y to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE I Date: 1-2 - 2C)/1/ By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later •ections.,.. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the applicatio• or she wants prior •lice. 18114 Signature: Date: The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in ompliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfer. - nsibility f or adhering to and complying with the ESA. The Applicant has read this disdaiimeqagd nss and dates it below.1 Signature: Date: I/ I 07/24/2013 • • BUILDER STATEMENT The signer of this statement does hereby certify That they are the Owners of the parcel referenced herein,that they are not licensed contractors and that Ihey will be assuming the responsibility of the General Contractor for the proposed project. Signature Dal I E c�) i M Dale. I \/ r GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: iI L., I FAX: MAILING ADDRESS: • _ - - .,, _ , .. . EMAIL: U j II I - 204 jl '• CONTRACTOR'S LICENSE WAINS `! V NUMBER: NUMBER JEFFERSON COUNTY ARCHITECT/ENGINEER: PHONE ( -)_ OFPI.OFCOMPptkN(lyOEb/EI�MENT MAILING ADDRESS: 1760 Kale Point Drive,Port Townsend,WA 98368 EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: • New -: Wood Existing: Sewer Addition Steel Proposed: Bank Community System • • 74, Alteration/Remodel Concrete Total: Height: Individual System Repair Masonry SEP Permit# Demolition Other: Bedrooms: Water Supply: Existing: Setback: - Private well Two Party Type of Heat: Proposed Public Total: Name of System: If this is a Commercial Proiect you must answer the following: Number of Parking Spaces: Current: Proposed: 0 Number of AAA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy:jt'\I IBC Type of construction: \/- ) Will you have Food Service? Yes ! y+i If this is a Propane Ta ndlor Appliance Installation permit,mark all items below that apply: Underground Tank Above ground lank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO I evotS telleP i knaT retaW toH 1 Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines, buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bid App Review: 2 Floor Heated Consistency Review: _2,2 S.00 Other Heated Base fee: L Mezzanine Additional Section: O 1G . C)o Heated Basement Plan Check fee: 06 O 11 "2 Unheated Basement State Surcharge fee: , ( C° Other Unheated Pot Water Review fee: } Garage/Carport SUBTOTAL Decks 911/Rd Approach fee: Other TOTAL: $ . Receipt Number: I H ceki " 22600 Cash/Check Number: 9 ESTIMATED COST(REQUIRED) Date: 14 •Fair market value of all labor and materials foundation to finish l[�t/j tar DON, a--- I In 1Initials: Cj ,(' 1 J li`S� e J 07/24/2013 \M kli-- -- 1 • VLYNX • • Date: July 8, 2014 To: Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 From: Olivia Wright, Lynx Consulting c/o Sprint Wireless RE: Sprint SE33XC106- Existing Telecommunication Facility at 1760 Kala Point Drive, Port Townsend, WA. Request for Jefferson County Zoning and Building Permit Approval. Hello, Lynx Consulting, on behalf of Sprint, is requesting approval for work to be completed on an existing telecommunications facility located at 1760 Kala Point Drive, Port Townsend, WA/ parcel#001281004. Application Introduction: Sprint is a wire less telephone company operating throughout the United States. Sprint is licensed to operate in the United States by the Federal Communications Commission (FCC). Sprint is currently upgrading its network in the Jefferson County area to make available the highest quality wireless capacity service to its subscribers. It is Sprints desire to work with the County to ensure that this project is consistent with the ordinances and zoning regulations while providing its customers critical communication services for emergency, business, and personal use. Description of Subject Property: The subject property is located in a RR-10 zone. ( Sr g The property improvements include a telecommunications. The existing and proposed use: telecommunications facility Description of the Existing Telecommunications Facility: 4kCIC c The telecommunications facility includes a 150'self-suppor The Sprint antenna equipment is located on the existing tol J /lcf 1- V0 ( CC Lynx Consulting,Inc.•17311 135th Ave NE,Suite A-100, •Email: owright @lynxco VLYNX Description of Proposed Project: Sprint proposes the following modification to the existing telecommunications facility: Add 3 new panel antennas on the existing tower. Add 3 new RRHs onto the existing tower. Add 3 new filters onto the existing tower. Add 6 new junction cylinders onto the existing tower. This proposal is more specifically described on the enclosed to-scale Construction Drawings and Engineering Analysis. All work will take place within the existing fenced compound. Access/Circulation: The facility is accessed by the existing right of entry. There is no traffic impacts associated with this project. THE FOLLOWING DOCUMENTS HAVE BEEN ENCLOSED 1. (1) Master Permit Application (signed by property owner) 2. (3) Site Plans 3. (3) Structural Analysis 4. Check for$228.00 If you have any questions and/or concerns about the enclosed materials, please feel free to contact me at 253-653-9787 or owright @lynxconsulting.org. Thank you, Olivia Wright Lynx Consulting, Inc. 17311 135th Ave NE,A-100 Woodinville,WA 98072 253-653-9787 Lynx Consulting,Inc.•17311 135th Ave NE,Suite A-100,Woodinville,WA 98072• (253)653-9787 • Email: owright@lynxcunsulting.org U Front Parcel Review gr Parcel 001281004 �, _ b /\ Printed: July 21, 2014 6I °)-2fV KALA POINT OWNERS ASSOC Site Address(es): 1760 KALA POINT DR 1760 KALA POINT DR PORT TOWNSEND, WA 98368 PORT TOWNSEND,WA 98368-2505 Parcel Number: 001281004 S-T-R: 28-30N-1W Total Acreage 3 Legal Description S28 T3ON R1W TAX 18 Land Use: 1900 Flood District: Fire District: 1 Planning Area: 4 Flood Map(FIRM)Panel No: School District 50 Zoning: kg k5 COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ -] Plot plan states "property line" [ el Assessor's Map(Property lines on submitted plot plan must match the properly lines as identified on the Assessor's 1/4 map) [ .erJ Legal Access to Property Y NO [A-- Parcel Tags or Scanned Documents Y)S NO 4jS1 • ca -,S [` ESA's: Special Reports Nearby YES Nom( [ Designated Ag YES [ ..-] Shoreline Designation: YES �_ [ -j Shoreline Slope Stability: YES Stream Type:YES ND FWHCA: YES NO Wetlands: YES Nye Rare Plants&, NO Le'. P1.-.l-s Leosy4-Et z - co to c�-,-c� -,moo J-ysec.-- Seismic: YES 1 r Landslide: YES Flood: xxs- NO Erosion: YES 1O— Aquifer Recharge Area:YE_s„ NO 5.n vL?.A SIPZ: none _ At Risk High Risk ( CMZ: oir��e_ High Risk Moderate RiskDisc Stormwater site plan submitted: Yes p. [ Forest Lands: YES Ny- Adjoining Forest Lands: — Commercial/ — Rural/ -- Inholding — [ Mineral Lands: YES NL— [ - Agricultural Lands: YES 1f-- [ ✓' Archaeology: YES NO O 1 j g,ir J awusz•AJA 7-A7.3r � � CA d [ --r No Shooting Zone: QS-- NO KA r A [ /] Stormwater: New Impervious Surface f,f Land Disturbing Activity �' ESA's — Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ /j Notice Provisions/Disclosure:Airport YES NO MRL YES fi, Forest Lands YES No/ [ /- Landscaping Required: Yes [/j Parking Spaces Required NO 2 Other No SlaC,.FB Rjl ( '( Building Height: 35' UBC Standard M/N co/cc4 rc 0.1 eXol-rvg, • [ .1 Impervious Surface coverage percentage: u( ,Uc.t „„pcfri)au� sz<.-r,.-« Resource Lands&Public: 10% •ural Residential: 25% Rural Industrial UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industria ds only ['] Total Building(s) Size: RV C:20,000 SF CC:5,000 SF NC: 7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ .� Setbacks: Front: ) Left Side: c Right Side: S Rear: S Shoreline Setback: ,U/A LSHA Setback: AJf< ` [ /1 Road Classification: P,,, ,c,A,c (Ke..1e,_ 1 p 6,'l.'r I) Road Approach: EXISTING B.EQ'D RAP [ / N(L SEPA Required: YES T /97-Il-8c (os) 63-)(i) [ /j Flood Certificate: A/A [ ✓r Existing Case(s)&Condition(s): �� (nt- beAo,,,l Violations: Yes I p-- [ Recorded Date of Subdivision: .— AFN Over 5yrs=UDC Plat Conditions: 44 <5yrs=Plat Conditions on plat or Old Ordinance [ Lots/Require Declaration of Restrictive Covenant YES NO5-submitted: YES NO- [ UGA No Protest Agreement YES _NS: submitted: YES I — [ '1 Site Visit conducted YES ll 1- [44 Require Final Zoning Approval YES [ /I-- ADMIN: Setbacks entered in Permit Plan case j.rzil, YES New Parcel Tags entered in Permit Plan N YES Special Reports Scanned NA YES Title Notes Updated Parcel tags found for parcel 001281004 1.) WSRC Coaching - 2011-12-13 07/11/2013 Other Parcel tags found for parcel 001281004 2.) WSRC Coaching - 2010-06-15, CZ 09/04/2013 Other Cases Associated with APN 001281004 Cases Name Review Type Status Planner BLD90-00290 KALA POINT OWNERS ASSOC. F Application Received: 5/4/1990 Permit Issued/Case closed: 5/16/1990 Case Finaled: ADDITION TO EXISTING MAIN I ENANCE BLDG (1900 SQ. FT.) BLD92-00776 KALA POINT OWNERS ASSOC. F Application Received: 12/17/1992 Permit Issued/Case closed: 12/29/1992 Case Finaled: 150'steel lattice tower, cellular phone site BLD99-00793 SPRINT PCS F Application Received: 12/3/1999 Permit Issued/Case closed: 6/2/2000 Case Finaled: 8/10/2000 construct wireless equipment on grounds and antennas on existing owl er PRE99-00024 KALA POINT OWNERS ASSOC. F J SMITH Application Received: 6/23/1999 Permit Issued/Case closed: 8/13/1999 Case Finaled: The applicant proposes to attach to an existing 150' lattice tower. In addition, the applicant proposes to mount twelve (12)antennas at the ninety six foot(96')level on the existing lattice tower. SEP89-00254 KALA POINT OWNERS ASSOC. F Application Received: 3/6/1989 Permit Issued/Case closed: 3/13/1989 Case Finaled: 9/13/1990 OFFICE/SHOP ZON99-00039 SPRINT PCS F J SMITH Application Received: 9/15/1999 Permit Issued/Case closed: 1/4/2000 Case Finaled: 8/10/2000 The applicant proposes to attach a new array of antennas onto an existing 150' lattice tower.Sprint PCS proposes to lease approximately 1020 square feet on the property for development of a generator and propone tank, as well as equipment cabinets,which house radio equipment and batteries. In addition, the applicant proposes to mount twelve (12)antennas (three(3)arrays of four(4)antennas)at the 127 foot level on the existing lattice tower. \\tidemark\data\forms\R_Parcel_CRMLA.rpt 7/21/2014 Page 2 of 3 ZON99-00044 SPRINT PCS F J SMITH Application Received: 10/29/1999 Permit ued/Case closed: 2/29/2000 Caseealed: 8/11/2000 Application to attach a new array of antennas onto an existing 150 foot lattice tower.Sprint proposes to lease approximately 1200 square feet on the property. The lease area will be developed with a generator and propane tank, as well as equipment cabinets, which house radio equipment and batteries. In addition, the applicant proposes to mount three(3) arrays of four(4)antennas-for a total of twelve (12)antennas at a height of 127 feet on the existing tower. Parcel#821-222-001 within Section 22, Township 28 North, Range 1 East WM near Port Ludlow. BLD12-00346 SPRINT S Application Received: 10/25/2012 Permit Issued/Case closed: 11/7/2012 Case Finaled: MODIFICATIONS TO EXIST ING ANTENNA AND CABINETS BLD13-00257 SPRINT-GENERAL DYNAMICS A Application Received: 8/21/2013 Permit Issued/Case closed: 9/11/2013 Case Finaled: ADD(1) MICROWAVE DISH (MICROCELL)TO EXISTING ANTENNA I OWER BLD14-00012 KALA POINT OWNERS ASSOC I P Application Received: 1/10/2014 Permit Issued/Case closed: Case Finaled: Replacement of 6 panel antennas and addition of equipment on existing tower BLD14-00240 KALA POINT OWNERS ASSOC P Application Received: 7/9/2014 Permit Issued/Case closed: Case Finaled: Modify Existing Antenna Equipment. (The over all height of the tower will increase) M LA07-00190 BLD07-00161 MLA07-00190 VIRELESS - REALCOM SARAH ' I F Application Received: 4/19/2007 Permit Issued/Case closed: 8/1/2007 Case Finaled: 3/18/2008 REMOVE (4)ANTENNAS &ADD (12)ANTENNAS TO EXISTING LAI I ICE I UWERS PRJ07-00054 MLA07-00190 KALA POINT OWNERS ASSOC P Application Received: 4/20/2007 Permit Issued/Case closed: Case Finaled: REMOVE (4)ANTENNAS &ADD (12)ANTENNAS TO EXISTING LATTICE TOWERS ZON07-00034 MLA07-00190 VERIZON WIRELESS II A Application Received: 4/19/2007 Permit Issued/Case closed: 8/1/2007 Case Finaled: Verizon Wireless proposes ove four(4) existing omni antennas and add twelve(12) new panel antennas onto a modified antenna platform to the existing lattice telecommunications tower located at 1760 Kala Point Dr, Port Townsend. The proposal does not include new ground equipment. The antennas will be painted to match the existing site conditions. The original tower was permitted by Jefferson County in 1992 and the associated wireless equipment on grounds and antennas on the tower were permitted by Jefferson County in 1999 (ZON99-00039). This proposal requires a Type II Conditional Administrative Use permit with public notice. State and local agencies have been asked to review and comment on the proposal. Review under the State Environmental Policy Act(SEPA) is required per WAC 197-11-800(25). M LA10-00163 BLD10-00136 MLA10-00163 VERIZON WIRELESS I F Application Received: 4/29/2010 Permit Issued/Case closed: 7/27/2010 Case Finaled: 8/16/2010 SWAP OUT 2 FT M/W DISH WI I H A 6 FT MNV DISH ON EXIS I ING LAI I ICE TOWER MLA10-00390 BLD10-00372 MLA10-00390 KALA POINT OWNERS ASSOC I F Application Received: 10/26/2010 Permit Issued/Case closed: 1/26/2011 Case Finaled: 4/30/2013 Adding 3 panel antennas and cabinet to the existing permitted lattice telecommunications tower. M LA11-00043 BLD11-00048 MLA11-00043 KALA POINT OWNERS ASSOC I F Application Received: 3/3/2011 Permit Issued/Case closed: 5/18/2011 Case Finaled: 2/13/2012 REPLACE & UPGRADE 12 EXIS I ING ANTENNAS SOM89-00254 KALA POINT OWNERS ASSOC F Application Received: 9/13/1990 Permit Issued/Case closed: Case Finaled: BLD00-00102 SPRINT PCS F Application Received: 2/11/2000 Permit Issued/Case closed: 3/15/2000 Case Finaled: 3/31/2000 INSTALL AN ANTENNA 10 BE LOCATED ON EXISTING TOWER(PCS) \\tidemark\data\forms\R_Parcel_CRMLA.rpt 7/21/2014 Page 3 of 3 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 1. modkr Pir• Legend Selected Features JC_Roads Parcels-H . Kate Point D. tJ t_cr ai . '�'i'✓m2E! i054%%i25!� Oemoddseamoupoo230ft 96.,, - • FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 13:55:10. 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma. ... 001214005 001223002 IIIIIIIIIIIIIIIIIIIII r 00128'005 killrizelt.)� -0D".214005 ��yy Legend i Selected Features .. JC_Roads 999900'143 •• :• I Parcels-FS 5000295 9655700293 I 2013 Aerial Photos . ,00'28'C01- 96500()294 596Y Q>2 Kali Point Dr.... 4•:t:.v:.4h02. 95'-+.:.-9301 .999900141 965000261 rs..'.i ., li gitalor +.„ , ,. t p %sm.., • 999900 55 4. 999900140 965000253 9G50003e6 9Gi000256 m k , f -4:# a 965000264 j 4:2146 I 999100439 9650.02E5 I r +fir 6650CC2 ' 5a.r 2'+.i _ 140 ro etlod 7i-efer as Cwrr Celt-a:u:cc CAS 95.5090243 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 13:54:57 014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map itrifir 11 4..1111 .) 2/dreb 111.1nagm s r Lege r 7 selected Features .'. ., :«....:. Jilt ._... JC_Roada F s Parcels-11 -n'•13 • 966 •< USGS 7opos _ Ili I Kale Point 4 • II .:_.!r_r0'r2 Y.t 96y-,�t]:u_'''.r.� tr 'dry '.. _2c.: .0 `It . 96a0002S9 �l��C ., 96 30b y�ly):•titi 9999t00'a0 9Es__3 'e it I of 1 , I ' 965C.S21. �j 96sax;L2e�n l7 1 � LEy y9yy,;,,O..E; 9` 3{b�19 96S0002E6 ti II ye6c,6n;t 96YY42w_ '%Ism.sw•3M h'.chr-,m rarer Cana S_v.c.GAS 0 . .'23 k 96501Y-2,12 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 13:54:35 2014 11 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map t � Legend Selected Features JC_Roads .... . Parcels-H County Zoning MPR.SF raps Kura.Resaenta■1:5 Rural Residential 1:10 Rural Reorient W 1:20 • M PR.Soots Fadnly MPR M andante, MPR Resort Cornolse Parr and Rocremnn ■ NPR Open Some Rural Forest CodartercolF arcs! lnnonsnp Forest 41401 AlreonLPF MPR Veep Center Kale Pain!l AP1:20 '$9Y Rural VUinge Center },r03C; ■ Resource Baia In �Int mduana t'■ r Sj c .. £ .�y{{)h.• NPR-Recay wn a Waste Mood GPI 935fXV■262 `n uV S6SCr92}'e lt0 Tun' ^ M :.. __•I:eS ?i Crossroads-CC g�6t fi tea 55CLxii'bl Crovooatla-NC• s,r ::: 9650):■26} i uGi1-t1rWn Conanscu. 965(x])261 '`-'rX'-'2`" URA-0rDan Lpn1 MtluY m. Max -Frenidday Jaime Creasy Cenral Seesiea GlB 23011 UGAAIOR U(M•IIDR lIGA•PuOtc UG141DR ; vSS UGI1-Vlsnor Duelled Commcrc:a. NPR-BRN Brinson CF-SWN RIO Conars:1N Faced M ateral Resource Overlay FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 13:54:06 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4..•. 7/21/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Map I ^41%1 'C:05 Legend Selected Features JC_Roads • Parc°15-H No Shooting Zones a rinna.n El0 nnnoth-ilLwa Paul Ka 6 P,7)11-11 Dr Ortnnan•Olympic Canal Tract. fl12 moon•Irdon Cow C museum Crow 1(31.1 Point Pan Ludlow Main Point FViV.F El South Colby Poomouto ;-, Ej Pawl=Bay Cnarocarn Ilactoc* :12,?:■:"L_, .• . FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 13:53:49 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma. • lot • WINS 111,A f)0 2Rt041i Legend Selected Features JC Roads Parcels-N .999900'43 N� 965001295 . 955000293 - Critical Aquifer Recharge 0012e 004 96 Arc as ' 999900242 `� s � •. . -_ .,s SARPA•sux SD'J0302 H suac SARPA SARPA t LINK .. p 955000252 .N .„- 4� 965000255 a a999c0t5s4 999906/40 955000306 a. 95500025A nt55 9`99400.34 ! '.l .:dai:ry.e!v:m Co r.+Ce,ra sours GIS 96YYA142 FOR INFORMATIONAL PURPOSES ONLY- efferson County does riot attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 13:53:22 014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map I'iro t, .'" 'l. 4 • 11 • _, •, - I Legend Selected Features , ... ' ---- JC_Roads Parcels+1 499600143 • .4 FE MA FIRMS 65000294 001281004 9 9b540o2z•-5.: I III A .-- I Ka-i P)1'r, A N. . AS.X. „.. . ----', - , .-." Dine .-, , _.- 665026302 1 IF:FL 665000.54_ Diner 960900141 ...- -: 6600025 ,, 665000261 44-' 965000260 Ls _ 4*, 966500140 .- a6s0o0263 : - ...- _--. — 1 665000258 .-• .., ..--'-' 965000264 965006257 '4 \ -999600. I wawa II 965000267 osemozse 1 Maps gm...dad by Worsen Gamy Canta . ,GIS 0 965030243 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 13:53:05 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma. } . ,VTr;:. MIIIIIIIIIIf� J •h 091261006. r; Legend Selected Features `" "' JC Roads Parcels-H 999900143 966000296' 985000293 96500029. , _ Rare Plants-Ecosystems a,∎1281O04. 965000292``s 2013 KW Punt Dr 999900142 965000902 965000x01. 999900141' (*. �r� "''i-!'Y 985000260 :965000262: 1 A't, 1 F ',.. _ .909000110 ' -''�'` _ 9660002!;= .965000266 , li ., 96300025: Saes vaMed MJebsm Cary Genoa Santee:GS FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its •rrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 13:52:47 +014 http://gisserver/servlet lcom.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map y^ 001261005 Legend Selected Features .�� n/ JC_Raads I Parcels-H X0200 965 002t Herlta ge Paints . 965000294 001281004 50(:i:-:.. Ka 1 I. r 999900/42 1 ,3 966000302 p2 966000301 _. 900141 —{I / 666000261 I _ 965000262 A 965000259 r _ 965000306 999900. ' - 999900140 _. 965000263 + `, `.y . _ 95 4 965000256 ` _ 965 ... 1y i{ l\ 990900138 I 965000265 I 1 "96500026)- ` 965000256 Max wooded i... -..n Obey Coer4l S:iwm GS 0-231111 965000243 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 13:52:231 2014 http://gisserver/servleticom.e sri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output ��� �N�^ Page 1 of 1 • `� AnCIMS HTML Viewer Map mzz,, ' ^ i . 1 \ ^~'� iJ Legend Selected Features ' Jc_Romuo Parcels-H 999900143 965000295 oei/,-H 1 965000294 i 001201004 96500029: • / Flue Ka'a Point Dr : 9011000141 l 965000261 • 965000262 2 454 F. 94z5000306 999900140 -.-- flgACe302163 5,, I 965000257 Mtge attartded ay Jeitrvarl COL•Wf Game Senecas MS 0 699901■mitt 96600074.1 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attes to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 13:52:05 2014 ' 1 6dn .. 7/21/7014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map ----..____ 001214006 001291005 1, :J Legend j ✓ Selected Features tr �/ JC_Roads 1 / Parcels-H 990900143 1 ""''' Parcel Tags-H /r r 1261004 Yi x]192 No Soocui Reps'. j frl _Kay Pool Dr Ell special Revert 9919900142 i _--.... . ,r , 966006302 96500330- �y 1 990000141 j/ 961000261 966000260 2 A - 961000262 _. 4 N 981000250�.�5 °mom 499906140 :961000263 4r --9654M3°6 961000266 966900264 1 ./ I 961000257 -"' 990900139 965000265 ! I --r.. 965000261 961000256 Maps moralai by Je4vem Curti Caw a Se,.:on QS 0MINIII■2301 gbSCCO243 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 13:51:00 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 001214005 -‘'\> (a) 0Y ' 00i281005 , 001274005 ,.------.., ■ \., P 4'0""‘rli°1 ./1' l ,-- 0 --. Legend i'''--------1 \ Selected Features :s...,..i ; i i., -------)A----...,L) NC;) JC_Roads LY's r N (7350 0; .;_, Parcels-H N''s_-/ / sostaill43 \ ''.:N, - I 965r.:Ce.:Z..45 S6Y...2C,293 `---.. ' 't Contours / / 001281004 ..„4, \,...,..-7:f.)::•:.ez-1 , 965003294 \ M le Fadt Cantou r \ / 7-'- " 350 V 5°F2101 COMM r ".-C-) 1)/ ---35o —Kala Polnl Dr %.-NSSSEQ0'142 A N 0....3.:.‘ g6,- --/-/-- \ r,, ,., ,.. . .._ .. .1 isesomal 0 96500026' /./, .';'i I" 6 --i- 4- 955000262 17,, lisets000259 a.- s Cr9e Le \ r 999800140 Wer.:::•::.`4, 4 T1_..... --. _,- ,----, ___(:3437/1 965010258 _ .... . I, ,..., '''s-_-) ----'s,---'-- /*some.; ‘..„.., -3,.......7./._....) \.-__ _,-----2-"--J __„.,/- , — Lt....965000257 C ' .-g65000267.5 ! 90000238 Maas;modal try haws°,Corny Going&nu*.GIS ' 1 a MIIMIIIIIMII.M•I.=f23411 SE.S0CO243 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 13:50:47 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output 0 410 Pace 1 of I ArcIMS HTML Viewer Map \ @, 1-T,--i4N t 001281005 ,tY L.\\ ' Legend Selected Features ., ----T- Lots , 1 T - . . , 1 JC_Roads 919960'143 ' / 8650002116 965000293 Parcels-H r r / 001281004 465000294 1 i 1 ■ / -Ka laPoint Dr / 969800142 / / ,,- .„-- 96500072 965000301 1 / - — - / 209020141 _. ,...,-- 983000031 I -- 965000230 - ---- 985000262 6 _ ,--- MO001557';',4: \ 999000a40 .-, 96500(1263 ii 1 1 9650X1259 - \ --- , ..--- 966800258 .--" .,-- .-- ,--- • ..--• 966000264 -,--- , A ,, ..,, 001 .- , ----- 990600,34 I' 965C0.;466 999956 \\ .., „... .---"- 95m,x,-6, 96.500:2,e- Maga pram:lad by JellenzeWl Canty Carlini Samoa GIS .. 1111M11■11iNi■23011 , 'abSC4 3 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 13:50:19 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/2 1/20 14 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 40,28,405 441274445 Legend JC_Roads Parcels-H Parcel Tags-H 965rrn295 9!+ 'CL'293 n No Specui Ropon rSSrtr2?2 ■ 3pncut Repen Kala Paint Dr 9•Y-v.:0342 g65oo0301 r 9,�9'3r.^4• 6 V.YY12t2 nl So:Lt91259 ar'rope c : _ __ 965000306: !+99S.YY 55 4 99S4.4C,qr_. '36V.'ti!'283 a. 963000258 c�cy_YY,2yq.. 965000257 9999441§6 9999W'39 96V..7!Y;25ti j 96Y.YX3257 965400256 I Maps aondpd br oalkason Cody Cana Ssncas GIS 0 IMMINMN 2 ! 965000243 FOR INFORMATIONAL PURPOSES ONLY- 'Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu Aug 14 10:50.08 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&C lientV ersion=4.0&Form=True&... 8/14/2014 DEVEL.MENT REVIEW TIME SET Date Time Comments 8 -[! _2ciLI /d:'-la- 11:/5 evrcw /CI 60 C V a—11( - !Y / 'o -//'3 d L('2 1-1; 1 f ro..e k 1\tidemark\data\forms\R_MLT_Case_CRMLA.rpt September 18,2012 .E N_ O J r O O k 0 �1 Q O CV N M —O 0 -, O - O 2 p v EI . in'5 r f o 0 gro•# g O C O g V di 2 r - • % *. a— a b s _...lug. y - ' • • r� i' " r la a zoo- . , r w. ,� , ' . , JJ ' w .'. * } 4 es' n. a N ,x BLD14-00240••UILDING PERMIT APPLICATION Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00240 Received Date: 7/9/2014 SITE ADDRESS: 1760 KALA POINT DR PORT TOWNSEND, 98368 OWNER: KALA POINT OWNERS ASSOC PHONE: 360-385-0814 1760 KALA POINT DR PORT TOWNSEND WA 98368-2505 SUBDIVISION: Block: Lot: TX 18 PARCEL NUMBER: 001281004 Section: 28 Township: 30 N Range: 1\. CONTRACTOR: TBD PHONE: 253-584-6606 REPRESENTATIVE: rJe Con sukl /1cy. PHONE: 7G 20 l (,4-11t+L+. /—� ©tOr1' 1_-(( L I (.( 1)X.0 C.V 1 -,i.1I 3 PROJECT DESCRIPTIOP Modify Exist' g Antenna Equipment. ( The over all height of the tower will increase) TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP ADD MAIN: INDUSTRIAL: VALUATION CODE EDITION: 2012 ADD'L: HEAT TYPE: OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS NUMBER OF EMPLOYEES: WATER SYSTEM: BATHROOMS: Exist: Prop: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $0.00 SRE 07/09/14 Plan Check $0.00 SRE 07/09/14 State Building Code $0.00 SRE 07/09/14 Total: $0.00 1\tidemark\data\form s\F_B LD_App_B Id.rpt 7/11/2014 "a Li"1 I ' • SON r, k `'JL..1 `" • wk�� o�� J .!.l-►'I•;RSON (.O(TN'I { DEPARTMENT OF COMMUNITY DEVELOPMENT • %, 02 621 Sheridan Street I Port 1 ownsend,WA 98368 I Web:vrrrw.co.letferson.wa.uslconmwnitydevelopment 'Not Tel:360.379.4450 I Fax:360.379.4451 i Email:dcd(tco.iefferson.wa.us • • Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: i Project Description(include separate sheets as necessary): Sprint proposes to modify its antenna equipment on the existing telecommunications tower.The over-all height of the tower will not increase. Tax Parcel Number: 001281004 Property Size: er et Site Address and/or Directions to Property:1760 Kala Point Drive, Port Townsend,WA 98368 -, Q ✓= wv E ) Property Owner(s)of Record: Kala Point Owners Association I •�, ii Telephone: Fax: email: i 1 Mailing Address: 1760 Kala Point Drive,Port Townsend,WA 98368 'i • Applicant/Agent(if different from owner): Lynx Consulting, Olivia Wright, c-/n Sprint Jr "-TRsON i'1 r-; Telephone:253.653.9787 Fax: email: ow righi--iyr>ie6ri3uinrrg!org�lrFNT Mailing Address: 17311 135th Ave NE,Suite A-100,Woodinville,WA 98072 ' What kind of Permit? (Check each box that applies ❑Lot or Road Segregation 13Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a), C(d),or C]** • ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Use Classification 13 Commercial• ❑Special Use(Essential Public Facilities)'* • • ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑ Road Approach ❑Short Plat** • • ❑ Home Business ❑Cottage Industry ❑Binding Site Plan** ❑ Propane ❑Long Plat** ❑ Sign ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes" Use Consistency Analysis ❑Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance iH Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre–Application Conference ❑Tree Vegetation Request *'Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: L nx Consultin DESIGNATION OF AGENT I hereby designate y r to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE / Date: ot/ -2 - 20/41 . By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later' •actions._ Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the applicatiw a, or she wants prior notice. Signature: — Date: The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or'ESA.°Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will,ot violate the ESA. Any individual,group or agency can tile a lawsuit on behalf of an endangered species regarding your action(s)even if you are in ompliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfer le risibility f,or adhering to and complying with the ESA. The Applicant has read this disclaim rjaN � nd dates it below. Signature: Date: / 4V+1 07/24/2013 • • BUILDER STATEMENT The signer of this statement does hereby certify that They are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project -, F=� a Signature: Date: ! I I GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: Jit ( ) ( ) 1 MAILING ADDRESS: ... _ •_ _ „ . . EMAIL : CONTRACTORS LICENSE WAINS i__ iI NUMBER: NUMBER JEFFERSON COUNTY ARCHITECT/ENGINEER: PHONE ( )---_Z `�-QFCO4f?trlff;'DP>FI(Jot�ENT • MAILING ADDRESS: 1760 Kale Point Drive,Port Townsend,WA 98368 EMAIL • Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New Wood Existing: Sewer Addition Steel Proposed: Bank Community System • $, Alteration/Remodel - Concrete Total: Height: Individual System • Repair Masonry SEP Permit# Bedrooms: Supply:Demolition Other: Water Su Existing: Setback: - Private well -- Two Party Type of Heat: Proposed: Public Total: Name of System: • • If this is a Commercial Project you must answer the following: 0 Number of Parking Spaces: Current: Proposed: 0 Number of ADA Parking Spaces: Number of occupa s,(indudes owners,tenants,employees,etc) Current Proposed IBC Occupancy: jV IBC Type of construction: V-B Will you have Food Service? Yes /61 If this is a Propane Tandlor Appliance Installation permit,mark all items below that apply: Underground Tank Above ground lank Size of Propane Tank: • Heat Stove Cook Stove Woodstove Fireplace.nsert reht0 I evotS telleP I knaT retaW toH I Is this appliance being installed in a Manufactured!Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size, distances from the propane tank to all property lines, buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bid App Review: 2°Floor Heated Consistency Review: 22S nth Other Heated Base fee: L Mezzanine Additional Section: U lG • vu Heated Basement Plan Check fee: Oq z Unheated Basement State Surcharge fee: � t Other Unheated Pot Water Review fee: Garage/Carport SUBTOTAL 52B, 76 Decks 911/Rd Approach fee: Other TOTAL: $ 's.Receipt Number: LI� �6'-I L (-2 26 co Cash/Check Number: ✓` f9 C/- ESTIMATED COST(REQUIRED) Date: ,f 4; 14 •Fair market value of all labor and materials foundation to finish I +D lot o C� Initials: ` ` t ! ` IJ l_l- �� j J S t\ �Vh e 07,2.1,2011 \i„,..) u.- ..., X. .. : I I �.. J i2 m% - x 1 �O I Ii-1,' I ma II l ° ..0Z op n N ( IU i_ __ A __ EXISTING 53'-11' FENCEU WIRELESS COMPOUND 1� p OUND m __ la _ y -02 - Z Zn C, 4 1 ^ �x _ ,__ x _— x -- x _ x __ 1 X X _ x _ x __ X __ x I x _ x —_ x _— X —_ x i — I I L.___-112 _I m X ' I �tt d2= x �. o�< fy m�mM ta-Im i&", x O J.O p^ J 7 \ Z U Z Irn W rm I I x nN-F A � V ryA NO Ian OA? a I N v--- •,E• n 1 AOA / • • x I 0 I I I 1 RIT o PI V x ,,1,:, x% ! •mP I 2 o9 Am % a m p2 s I a ` .i X i Z. V}?) r I I a T i lI QG yy 00a TO mig co Z PO x �AnN_n x am_emm.r%n a-rO y Cm 5... u C ''''M �I. . A m0A Ly0 u, 6N i.L.:•n a y Z Cp � A ap a8. 5380 • v -.9 NQA Nyt O 99 x 1 I 1 I .,+ — _—____— O .9 A m A O63 g6; x n am mz gp s g I�aA 2,._,1 •r___ / i 1 x X 'X X x — x� X — x x x — X X X x,: I _n gpm c{... C LA x ti _____,, m F X mZx pm,O (1._____/ i 11 s N. I. 40 � f in" 1 -` rq I mti2 any J NOS X I yA 01.".-T-1 fr CN my Z o n a X -__. xX N t Ex it JjLi P%?' / zy -I ox x oz n'o A P ;� m� m l z as � L i 02 41� 1 om _—_ m t!ti 1 = m0y CD Si `'1• i ECEO VE0, _..... „. p } T1 ii20 02E Z W � I IIn� JUI - 9 ?014 lJ mPZ JEFFER50N COUNTY AA> 0 II - FCOR7 ENT - a o p m �� pogfs 3 N No T� p �' � o�bq w Odd 111111-6'n P m O m �«m� y▪ C0. TF`rl, 1 r, A CO zn 00 co =� 8„9. �� o • m Q W ��`a�ung8 70 n V �� t.�y >IPIP. Z 9 C z VN m I o VI 'L i WI M z 0 0 o Z x g o ff€g c < >n ti E Z Z 1_ Z °�F�'' o a 1 r ~1�.- - fTl r o �1 o� agg ▪ c �� '� F. g 'p m.g� nonA 2 n f� �i ” l> 0 y c 0 XI -k, -y u 20 Om N.. -4 m Z n Z o Y A °m> :0, y x.r7.' (,co➢ T`ao ➢. m z j A A n� m � • v , S V m z m,o i ' T. ( _ Ex157ING PR=PERTY LINE (;2 1 �r �J II XI I `f I �i,! X 2m IIzx i q 1 410 (----..' ov I I - 1 ii 02 � I r % -__ k _ C \zm I 1 , / „,„„, ,„ xl ,..,,, ,x O zy , �� __ II zZ , , f — 1 - 4 I nA k U L y [7,. I 0II Zm 1 3 I \ m / i I fi_ A I AX I r4 I m- mm I yZ K O I In :,➢ AA I Ay I �Z mX 6-'4 I „.---A L !r I I 1 GA n 3 . e ING PROPERTY ONE---- — z r K:=, J gl Z r, nN J ~J C H 7 o l z 00 r4< O I N° 7 A 1 0.� z� pl 1 Ip Z I l 0 q7 —Z n— o N .2 3 d , o s Of 2 gm�g oo ln'Fg p O z " m aez oo,mz �,� .1.'e,�� a co �� sN'=°� ti • N i z D 'n3z �° ° o a Z (•"1' 0",1a A m > a o 24 i Ry �� g —� rn m $A=2Q $3 i i MFR /a �y G co 73 p M • Jefferson County Building Buildin Division Permit Number: BLD14-00240 Applicant: KALA POINT OWNERS ASSOC T ,Lchc.'! spoctions, cell (360)379- :HD Requests received after 3:00 I'M will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor & Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Miscellaneous third party inspection for final lanning Approval Antenna co-locate is on existing mounts at 123 AGL.No other development conditions to sign off. 9 fa 11.16 • \etk- Yr9, ta WIC- - T 'e- bLE A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD14-00240 1.) This approval is for a Colocation of 3 Panels to Existing Mounts on a 150' Cell Tower only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 2.) The site plan as submitted with the proposed Colocation of 3 Panels to Existing Mounts on a 150' Cell Tower application on July 9, 2014 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated August 18, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) TSW \\tidemark\data\forms\F_BLD_Permit_Bldg.rpt 9/8/2014 • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD14-00240 Received Date: 7/9/2014 SITE ADDRESS: 1760 KALA POINT DR Issue Date 9/8/2014 PORT TOWNSEND, 98368 Expiration Date 9/8/2015 OWNER: KALA POINT OWNERS ASSOC PHONE: 360-385-0814 1760 KALA POINT DR PORT TOWNSEND WA 98368-2505 SUBDIVISION: Block: Lot: TX 18 PARCEL NUMBER: 001281004 Section: 28 Township: 30 N Range: 1V1 CONTRACTOR: WESTOWER PHONE: 425-941-5941 7525 SE 24TH ST MERCER ISLAND WA 98040 Contractor's License WESTOC1975J8 Expires 12/14/2014 PROJECT DESCRIPTION: Modify Existing Antenna Equipment. ( The over all height of the tower will increase) TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP ADD MAIN: INDUSTRIAL: VALUATION ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: Type Amount Paid By: Date: Receipt: BATHROOMS: Permit $168.00 SRE 09/08/14 151516 Exist: Plan Check $109.20 SRE 09/08/14 151516 Prop: State Building Code $4.50 SRE 09/08/14 151516 Total: Total: $281.70 NUMBER OF EMPLOYEES: Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY - SEE ATTATCHED