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100 2ND AVE S (3).PDFiiiiii iiiiiiii 16048 100 2ND AVE S CENTERLINE 501,'u�it)F�i 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 March 26, 2015 Mr. Jim Gaskins Cascadia PM RE: T-Mobile L700Project SE01682B "EDMONDS-HARBOR BLDG" 100 2nd Ave. S. Edmonds, WA 98020 Structural Analysis - Mount Dear Mr. Gaskins: R� , AUG 12 2015 DEVELO" �1t_ � i .vIULv fR. CITY OF MM,= STREET FILE Centerline Solutions performed a structural review of the existing antenna mounts at the above referenced site. A new ballast roof mount must be installed to safely support the new antennas and appurtenences. All new antennas and equipment shall be placed on the building as shown in the drawings issued by Cascadia PM. Please contact us with any questions. Sincerely, 6-*J" Ryan Guerrero, PE ATT: Calculations CENTERLINE SOLUTIONS 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 Mount Analysis References: Standards - TIA-222-G CODES - IBC 2012, Washington SBCC ASCE7-10 Design Loads: Wind Load Factor: W-1.6 TIA 2.3.2 Live Load Factor: L-1.0 (The 2010 OSSC wind speed of Wind 3-sec gust: V-85 mph 85mph (V3sec) is more Antenna Elevation (centerline): z=41.75 ft conservative than the 2014 OSSC Roof Elevation: zroof = 36.75 ft wind speed of 110mph Vult) due to associated wind load factors.) Structure Class: Class -"II" Exposure: Exp - "D" Topographic Category: Topo- "1" TIA 2.6.6.2 Crest Height (in ft): H- 0 Topographic Factor, Kzt: Kzt=1 Wind Direction Factor, Kd: kd-.85 TIA Table 2-2 Importance Factor, I: I=1 Velocity Pressure Coefficient, Kz: kZ =1.231 TIA 2.6.5.2 Gust Effect Factor: G - .85 TIA 2.6.7 Appurtenance Details: Appurt 1: h, - 72.6 in Antenna: SBNHH-ID65B w, -11.9 in d, - 7.1 in Profile, - "f' Profile Round or Flat (r/f) wt, - 40.6 lbf A,= max (h,-wl,h,-d1)=6 ft2 Appurt 2: h2=23.8 in RRU: FRIG w2 -17.2 in d2 - 7.5 in Profile2-"f" Profile Round or Flat (r/f) wt2 = 59.9 lbf A2 - max (h2 • w2 , h2 • d2) = 2.843 ft' Appurt 3: h3 - 20.2 in COVP: CR100-1076R06 w3 -19.0 in d3 - 7.0 in Profile3-"f' Profile Round or Flat (r/f) wt3 -15.0 lbf A3 = max (h3 • w3 , h3 • d3) = 2.665 ft 2 +CENTERLINE SOLUTIONS 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 Appurt 4: h4=7.6 in Diplexer: ECC1920-VPUB W4 = 7.3 in d4 = 2.6 in Profile4 = "f" Profile Round or Flat (r/f) Wt4=7.9 lbf A4= max \(h4-w4,h4•Q=0.385 ft2 Number of appurt 1: nl :=1 Number of appurt 2: n2:=1 Number of appurt 3: n3:=1 Number of appurt 4: n4:= 2 Moment Arm 1: Mom1:= z — Zroof= 5 ft Moment Arm 2: Mom2 := 0.5 • h2 = 0.992 f t Moment Arm 3: Mom3 := 0.5 • h3 = 0.842 f t Moment Arm 4: Mom4 := 0.5 h4 = 0.317 f t Member Properties loioel: Pipe Length: 1pip.? 96 in Pipe Outer Diameter: ODpipe = 2.875 in Section Modulus Pipe: spipe = 1.01 • in3 Steel Yield Strength: fy = 36000 psi Free length of pipe: 1fTee=96 in Calculations: Wind Pressure, qz Velocity Pressure: qz := 0.00256 • kz • Kzt • kd • V2 • I • psf=19.353 psf Appurt 1 Pressure: P1:= qz • G • C1= 24.799 psf Appurt 2 Pressure: P2 := qz - G • C2 = 20.932 psf Appurt 3 Pressure: P3 := qz • G • C3 = 20.774 psf Appurt 4 Pressure: P4 := qz • G • C4 = 20.794 psf Pipe Mount Pressure: PP := q., • G • Cpipe =19.74 psf Appurt. Wind Loads: Appurt 1 Load: F1:= nl • Al • P1=148.781 lbf Appurt 2 Load: F2 := n2 • A2 • P2 = 59.504 lbf Appurt 3 Load: F3 := n3 • A3 • P3 = 55.368 1bf Appurt 4 Load: F4 := n4 • A4 • P4=16.023 lbf Pipe Mount Load: Fp := 1pipe • ODpipe • Pp = 37.835 lbf Sum of Loads: F:=Fl+F2+F3+F4+Fp=317.512 Of CENTERLINE 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 Ballast Mount Check: Ballast Properties(per Rohn) Sled wsled:=180 lbf Afoot:=42.25 ft2 (for outline of sled) Pipe wpipe := 30 Of RMar„t := 3.25 f t (center of tripod to closest edge) Calculations: Check OTM of mount: OTM := W - (Fl - Moml + F2 - MOm2 + F3 - MOm3 + F4 - Mom4) =1.367 kip - f t Proposed Ballast: Number of blocks: numballast:= 8 (Divisible by 4) Individual block weight: Ballast:=35 lbf Hollow CMU RM:= (wsled + wpipe + (nl - wtl + n2 - wt2 + n3 - wt3 + n4 - wt4) +Ballast - numballast) - RMa, RM=2.019 kip -ft > OTM=1.367 kip.ft QK Check mount roof pressure: (wsled + wpipe + (nl - wtl + n2 - wt2 + n3 - wt3 + n4 - wt4) + Ballast - n2tmbaltast) M02tntpressure °— _ Afoot Mountpressure = 14.705 psf < 20psf OK Mountweight := wsled + wpipe + (nl - wtl + n2 - wt2 + n3 - wt3 + n4 - wt4) + Ballast - numbalbut Mountweight = 621.3 lbf RLold:= (3250 lbf) + (5.300 lbf) + (300 lbf) + (3.1200 lbf) + (3.500 lbf) RL,,ew := (3250 Of ) + (5.300 lbf ) + (300 lbf ) + (3.1200 lbf) + (3-Mountweight) RLratio '— := ��'Q21 =1.036 < 1.05 OK RLold Check Pipe Bending: Pipe Stress Check: Bending Stress: �u:= OTM=16.246 ksi Spipe Resistance Factor: 0 := .9 Allowable Stress: O-u := 0 - f u = 32.4 ksi Checkpipe := if �" < 1.0 , "OK", "NG" j = "OK" Stress Check: �n J *CENTERLINE SOLUTIONS 16360 Table Mountain Pkwy, Golden, CO 80403 / 303.993.3293 The exisiting ballast roof mount is not adequate to support the new antennas and appurtenences, as the area in which it distributes the loads to the roof is too small. A new Rohn BRM43510 ballast roof mount must be installed to support the antennas and appurtennces. Two standard CMU blocks will be evenly distributed on each side of the ballast mount for a total of 8 CMU blocks. The proposed RRU, COVP, and diplexers will be installed at the bottom of the mount pipes. This analysis references loads and calculations from a previous SA by Cornerstone Engineering, dated 01/29/2015. This previous analysis states that the loading on the roof members is close to capacity under the previous condidtions. Our analysis shows that the increase in gravity loads are still within the 105% allowable by the IBC 2012. Assumptions: No mount mapping was provided to Centerline Solutions at the time of analysis. Mount dimensions and ballast sizes were conservatively assumed based off of previous documentation and photos taken at the site. It is assumed that the roof has been built and maintained according to code, and is therefore adequate to support the loads required IBC 2012. Centerline Solutions performed this structural analysis of the mounting frames at which the antennas and RRUs attach. No existing structural inspection or monitoring of the existing structure was performed by Centerline Solutions. The structural integrity of the structure supporting the antenna mount frame, any additional mounting bracket and/or additional support structure to which the mount is attached is assumed to be adequate. These structures are assumed to be constructed and designed in accordance with all applicable codes and standards. The General Contractor shall verify the existing dimensions, member sizes, connections, and conditions prior to commencing any work. All dimensions and conditions of existing members shown on the calculations are intended as guidelines only, and must be verified in the field. Any discrepancies or defects shall be called to the attention of Centerline Solutions and shall be resolved before proceeding with the work. A contractor experienced in installation procedures and loading should provide temporary bracing for the structure and structural components until all final connections have been completed in accordance with the plans. RECEIVIE® FEB 2 4 2015 DEVELOPMENT SERVICES COUNTER integrated design .I ENGINEERS STRUCTURAL CALCULATION REPORT FOR THE ANTENNA MOUNT SE03XC552 100 2nd Ave S Edmonds, WA 98020 Feb 23, 2015 02/23/2015 integrated design .� ENGINEERS STRUCTURAL ASSESSMENT SE03XC552 Edmonds, WA INTRODUCTION The purpose of this analysis is to verify that the existing antenna mount meets the requirements of TIA/EIA-222-G given the proposed antenna arrangement. This report was commissioned by Sprint. References ■ ANSI/TIA/EIA-222-G ■ 2012 International Building Code ■ AISC 36014th Edition Resources The following information was provided to assist in the analysis. ■ Latest project information received 02/06/2015 provided by Smartlink (Appendix A) DISCUSSION Mount Description The antennas are placed at an elevation of 40' 0" on a tower located in Edmonds, WA. The antennas are attached to Custom -Made Ballast Frames. All dimensions and section sizes have been assumed from the resources provided by Smartlink. Please refer to appendix A for site mapping and information. Antenna Mount Loading The two tables below show the primary loads supported by the antenna mount. All existing and proposed antenna information was provided by Smartlink. Elevations are referenced from grade level and are the maximum elevation ± 2'-0" to the centerline of the appurtenance. Existing/Reserved Appurtenance Configuration Flevation Carrier Annurtenance 3 Antenna - other cariers 1 (E)APXVRRI3-C-A20 40' 0" Sector A Sprint 1 (E)RRH-P4 3 Antenna - other cariers 1 (E)APXVRRI3-C-A20 40' 0" Sector B Sprint 1 (E)RRH-P4 1 (E)APXVRRI3-C-A20 1 (E)RRH-P4 40' 0" Sector C Sprint 1200 Fifth Avenue, Suite 1208 1 Seattle, Washington 98101 1 t. 206 264.1121 1 f. 206 264.1122 1 www.ld-engr.com F Proposed Appurtenance Configuration Elevation Carrier Appurtenance 3 Antenna - other cariers 1 (E)APXVRRI3-C-A20 40' 0" Sector A Sprint 1 (E)RRH-P4 1 (N)ET-X-WM-18-65-8P 1 (N)RRH-V3 3 Antenna - other cariers 1 (E)APXVRRI3-C-A20 40' 0" Sector B Sprint 1 (E)RRH-P4 1 (N)ET-X-WM-18-65-8P 1 (N)RRH-V3 1 (E)APXVRRI3-C-A20 1 (E)RRH-P4 40' 0" Sector C Sprint 1 (N)ET-X-WM-18-65-8P 1 (N)RRH-V3 1 (N)Radar filter *Note: BOLD type indicates a new appurtenance ANALYSIS The purpose of this structural analysis is to verify that the mounts meet TIA/EIA-222-G requirements with the proposed appurtenance configuration. A 110 mph design wind speed was used. 0.25 inches of ice with a 30 mph wind speed was also considered. This analysis does not include the existing roof structural analysis for the proposed antenna configuration. This analysis assumes that the clamping forces of all mount connections in this report are sufficient for the design loads. This analysis assumes that maintenance live loads will not be located on any collector. Smartlink and/or the contractor must verify all dimensions, materials, elevations, equipment specifications, and other assumptions in this analysis before installation. Any discrepancies in the assumptions may invalidate this report and are subject to further review. Sectors Alpha and Beta are assumed to have the greatest demand. Results of the analysis are summarized in the table Item Pass/Fail Demand/Capacity Sectors Alpha and Beta Pass 69% Capacity CONCLUSION AND RECOMMENDATION Based on the analysis and the provided information, the existing antenna mount structure appears to be adequate for the proposed antenna configuration. The existing roof has not been checked for the additional loading. - Contractor to verify 1049 Ibs ballast per tray Antenna Mount Information Design Wind speed 110 Wind speed with ice 30 mph Service Wind Speed 60 Design Ice Thickness 0.25 Structure Category 2 Exposure Category C Terrain Category 1 Terrain H - ft Importance Factors: Wind speed no ice 1 Wind speed with ice 1 Ice thickness 1 integrated design Project: SE03XC552 ENGINEERS Location: Edmonds, WA Projectlnfo Company Sprint Date Received 2/6/2015 Antenna Configuration Worst Case Mount Sectors Alpha and Beta By: GS Date: 2/23/2015 Wind Loading perTIA-222-G Topographic Factor H (ft) 2e a K-I Ke K� K, I f I Ks I Krt I to I Gh I Ka I qz no ice qz ice qz service 40 900 9.5 0.85 1 1.04 N/A I N/A I N/A 1 1.00 1 0.510 1 1 1 0.95 1 30.71 2.28 9.14 Wind Loading perTIA-222-G Antenna Mount components Note: Weight includes CaAa (it) mounting materials No Ice T With Ice Weight (lb) Front I Side I Front I Side w/o ice I w/ ice 12'L3x3x1/4 6.00 0.08 7.26 0.11 0.00 30.15 5'-8" L3x3x1/4 2.72 2.72 3.25 3.25 0.00 17.02 8' Pipe 2Std 1.90 1.90 2.75 2.75 0.00 14.55 (E)APXVRRI3-C-A20 on 96" long pipe2std 7.46 4.51 8.17 4.15 61.28 119.18 (E)RRH-P4 2.72 1.79 2.91 1.96 80.00 101.78 (N)ET-X-WM-18-65-8P on 96" long pipe3std 7.70 5.79 8.31 4.78 110.24 173.09 (N)RRH-V3 2.40 1.22 2.58 1.35 71.82 90.14 (N)Radar filter 0.80 0.32 0.90 0.40 22.00 28.12 Antenna - other cariers on 96" long pipe3std 8.51 6.06 9.12 5.08 120.64 189.52 Forces (lb) Front Side Design w/ ice Service Design w/ ice Service 184.3 16.6 54.8 2.3 0.3 0.7 83.6 7.4 24.9 83.6 7.4 24.9 58.5 6.3 17.4 58.5 6.3 17.4 229.2 18.7 68.2 138.4 9.5 41.2 83.6 6.7 24.9 55.0 4.5 16.4 236.6 19.0 70.4 177.7 10.9 52.9 73.8 5.9 22.0 37.5 1 3.11 11.2 24.6 2.1 7.3 9.7 1 0.91 2.9 261.4 20.8 77.8 186.2 1 11.61 SSA integrated design .� ENGINEERS Project Location Client o3XCss DESIGN SHEET Sheet I Date 02 2 Oi5 integrated design .� ENGINEERS Project Location Client E03X W, DESIGN SHEET Sheet 2 By Date 0.2 1 L29 2015 _7 It n _j integrated design .� ENGINEERS c03xC Project G i DESIGN SHEET Sheet 3 Location SeG'f7�Cv�, L✓/� By G,S unnrn uate �Co�cse.vk Ave Loc,.h � DtuSOpw g,l ou s �1 yr _r✓ ' V,. ... yJ.r WW VAM 5- �x rs- ' Cod se.-,,v . , (o7V-, _5-�{/i _ _.. ee I`'3x3X1 64 ;ac; — — _. 7. ; ; j, , 3.i_..%A oyJrla c� !-- ee;-- I L Y. I L ' - e 016 �..4 .. p;�$5, .S, (0 f 0� 18 5. 2, 084 0, 1� .55 i 1 _. 0.9xW(ballast per tray) x 7.5 + 0.9 x W(ballast per tray) x 0.5=M W(ballast per tray)=1049lbs f 3 i• /'p 1/ Yq .�_ .. r� SI t t K7 l G..�.S ! _ (� a (%i e' a rp _0! �f�PllcE' o C Lf i i integrated design .� ENGINEERS Project SE03XC652 Location Edmonds, WA Calculation Antenna Mounting Pipe under WL STEEL BEAM ANALYSIS & DESIGN (AISC360-10) In accordance with AISC36014th Edition published 2010 using the LRFD method Load Envelooll -Combination 1 0.084 0.0 ft DESIGN SHEET Sheet 1 By GS Date 2/23/2015 Tedds calculation version 3.0.09 1 Load Combination 1(shown In proportion) Wind 01 MI I�1 Snow Roof live Live Dead It 1 4.42 3.58 A 1 B 2 WP ft Bending Moment Envelope -0.417 -0.4 .1 0.0 ft I 4A2 3.58 A 1 B 2 kips Sheer Force Envelope 0.182 0.0 -0.214 ft 1 4.42 1 3.58 A 1 B 2 Support conditions Support A Support B Vertically free Rotationally free Vertically restrained integrated design DESIGN SHEET .� ENGINEERS Project SE03XC552 Sheet 2 Location Edmonds, WA By GS Calculation Antenna Mounting Pipe under WL Date 2/23/2015 Rotationally free Support C Vertically restrained Rotationally free Analysis results Maximum moment; Mmax = 0 kips_ft; Morin = -0.4 kips_ft Maximum moment span 1; Msi-=x = 0 kips_ft; Mst_min = -0.4 kips_ft Maximum moment span 2; Msz_,nax = 0 kips_ft; Msz_min = -0.4 kips_ft Maximum shear, Vmax = 0.2 kips; VMn = -0.2 kips Maximum shear span 1; Vs1_max = 0 kips; Vs1_mn = -0.2 kips Maximum shear span 2; Vs2_max = 0.2 kips; Vs2_min = 0.1 kips Deflection; Smax = 0 in; Smin = 0 in Deflection span 1; Ss>_max = 0 in; Ss>_min = 0 in Deflection span 2; 8s2_max = 0 in; 8s2_min = 0 in Maximum reaction at support A; RA max = 0 kips; Rn_min = 0 kips Maximum reaction at support B; RB_max = 0.4 kips; RB_min = 0.4 kips Unfactored wind load reaction at support B; Re Wind = 0.4 kips Maximum reaction at support C; Rc_max = -0.1 kips; Rc_min = -0.1 kips Unfactored Wind load reaction at support C; Rc_wind = -0.1 kips Section details Section type; Pipe STD x2 (AISC 13th Edn 2005) ASTM steel designation; A63 Gr.B Steel yield stress; Fy = 35 ksi Steel tensile stress; Fu = 60 ksi Modulus of elasticity; E = 29000 ksi �a Resistance factors Resistance factor for tensile yielding; Oy = 0.90 Resistance factor for tensile rupture; * = 0.75 Resistance factor for compression; * = 0.90 Resistance factor for flexure; Oe = 0.90 Resistance factor for shear; O, = 0.90 integrated design .� ENGINEERS Project SE03XC552 Location Edmonds, WA Calculation Antenna Mounting Pipe under WL Lateral bracing DESIGN SHEET Sheet 3 By GS Date 2/23/2015 Span 1 has continuous lateral bracing Span 2 has continuous lateral bracing Cantilever tip is unbraced Cantilever support is continuous with lateral and torsional restraint Classification of sections for local buckling - Section B4.1 Classification of section In flexure - Table B4.1 b (case 20) Width to thickness ratio; Do / t =16.61 Limiting ratio for compact section; X,prt = 0.07 x E / Fy = 58.00 Limiting ratio for non -compact section; km = 0.31 x E / Fy = 266.86; Compact Section Is compact In flexure Design of members for shear - Chapter G Required shear strength; Vr = max(abs(Vmax), abs(Vmn)) = 0.214 kips Nominal shear strength - eq G6-1; Vn = 0.6 x Fy x A / 2=10.600 kips Design shear strength; Vc = �v x Vn = 9.450 kips PASS - Design shear strength exceeds required shear strength Design of members for flexure in the major axis at span 1 - Chapter F Required flexural strength; Mr = max(abs(Msi- max), abs(Msi- mn)) = OA17 kips_ft Yielding - Section F8.1 Nominal flexural strength for yielding - eq F8-1; Mnyld = Mp = Fy x Z = 2.08 kips ft Nominal flexural strength; Mn = Mnyld = 2.080 kips_ft Design flexural strength; Mc = Ob x Mn =1.872 kips ft PASS - Design flexural strength exceeds required flexural strength Design of members for vertical deflection Consider deflection due to loads Limiting deflection; &im = Ls2 / 360 = 0.119 in Maximum deflection span 2; 8 = max(abs(8=x), abs(&nin)) = 0 in PASS - Maximum deflection does not exceed deflection limit integrated design DESIGN SHEET .� ENGINEERS project SE03XC552 Sheet 1 Location Edmonds, WA By GS Calculation Top Support - Mmax Date 2/23/2015 STEEL BEAM ANALYSIS & DESIGN (AISC36040) In accordance with AISC360,14th Edition published 2010 using the LRFD method Tedds calculation version 3.0.09 ft 1 2.5 1 7 1 2.5 1 A 1 B 2 C 3 D Load Envelope -Combination 1 0.400 0.0 ft 1 2.5 1 7 1 2.5 1 A 1 B 2 C 3 D Bending Moment Envelope WA ft -0.0 o.o -0.o 0. 1.148 1.1 ft 1 2.5 1 7 1 2.5 1 A 1 B 2 C 3 D kips $near Force Envelope 0.858 0.7 0.2 .0 0 0.0 -0'658 0.7 ft 1 2.5 I 7 1 2.5 1 A 1 B 2 C 3 D Support conditions Support A Vertically free Rotationally free Support B Vertically restrained Rotationally free Support C Vertically restrained integrated design DESIGN SHEET .� ENGINEERS Project SE03XC552 Sheet 2 Location Edmonds, WA By GS Calculation Top Support - Mmax Date 2/23/2015 Rotationally free Support D Vertically free Rotationally free Analysis results Maximum moment; Mmax = 1.1 kips_ft; Mmin = 0 kips_ft Maximum moment span 1; M81_max = 0 kips_ft; Ms1_min = 0 kips_ft Maximum moment span 2; Ms2_max =1.1 kips_ft; Ms2_min = 0 kips_ft Maximum moment span 3; Ma3_max = 0 kips_ft; Ms3 min = 0 kips_ft Maximum shear, Vmax = 0.7 kips; Vndn = -0.7 kips Maximum shear span 1; Vs, max = 0 kips; Vs, ndn = 0 kips Maximum shear span 2; Vaz max = 0.7 kips; Vez mn = -0.7 kips Maximum shear span 3; V&3max = 0 kips; Ve3_min = 0 kips Deflection; smax = 0 in; Sndn = 0 in Deflection span 1; 5st_max = 0 in; Ss, -min = 0 in Deflection span 2; 5s2_max = 0 in; &2_rnin = 0 in Deflection span 3; Sas max = 0 in; 8s3_mn = 0 in Maximum reaction at support A; RA_max = 0 kips; RA min = 0 kips Maximum reaction at support B; RB max = 0.7 kips; RB min = 0.7 kips Unfactored wind load reaction at support B; Re Wind = 0.7 kips Maximum reaction at support C; Rc_max = 0.7 kips; RC —min = 0.7 kips Unfactored wind load reaction at support C; Rc_wnd = 0.7 kips Maximum reaction at support D; Rc max = 0 kips; Ro min = 0 kips integrated design DESIGN SHEET .� ENGINEERS project SE03XC552 Sheet 1 Location Edmonds, WA By GS Calculation Top Support - Rmax Date 2/23/2015 STEEL BEAM ANALYSIS & DESIGN IAISC360-101 In accordance with AISC36014th Edition published 2010 using the LRFD method Tedds calculation version 3.0.09 it 1 2.5 7 1 2.5 A 1 2 C 3 Load Envelope - Combination 1 0.400 0.0 n 1 2.5 1 7 1 2.5 1 A 1 B 2 C 3 D wp 11 Bending Moment Envelope -1.050 -1.1 -1.1 -0 0.0 it 1 2.5 0.1 7 2.5 A 1 2 C 3 bpa Shear Force Envelope 0.856 0.7 0.4 0.4 LL:::� 0.2 1 0.0- -0.658 --122 -0.7 t1 1 2.5 1 7 1 2.5 1 A 1 8 2 C 3 Support conditions Support A Vertically free Rotationally free Support B Vertically restrained Rotationally free Support C Vertically restrained integrated design DESIGN SHEET .� ENGINEERS project SE03XC552 Sheet 2 Location Edmonds, WA By GS Calculation Top Support - Rmax Date 2/23/2015 Rotationally free Support D Vertically free Rotationally free Analysis results Maximum moment; Mmax = 0.1 kips_ft; Mmn = -1 kips ft Maximum moment span 1; Ms>_max = 0 kips ft; Mst mn = -1 kips ft Maximum moment span 2; Ms2_ffm = 0.1 kips_ft; Ms2_mn = -1 kips ft Maximum moment span 3; Ms3 max = 0 kips_ft; Ms3 min = -1 kips ft Maximum shear; Vmax = 0.7 kips; Vmin = -0.7 kips Maximum shear span 1; Vs1_max = -0.4 kips; Vs1_mn = -0.4 kips Maximum shear span 2; Vsz_max = 0.7 kips; Vsz_mn = -0.7 kips Maximum shear span 3; Vs3 max = 0.4 kips; Vss_mn = 0.4 kips Deflection; Smax = 0 in; Smin = 0 in Deflection span 1; 8s1_max = 0 in; 8s1 man = 0 in Deflection span 2; 8s2_max = 0 in; Ss2_mn = 0 in Deflection span 3; Sss_max = 0 in; Sss_mn = 0 in Maximum reaction at support A; RA max = 0 kips; RA_min = 0 kips Maximum reaction at support B; Re max = 1.1 kips; Re mn =1.1 kips Unfactored wind load reaction at support B; RB Wind =1.1 kips Maximum reaction at support C; Rc max =1.1 kips; Rc_mn = 1.1 kips Unfactored Wind load reaction at support C; Rc vwnd =1.1 kips Maximum reaction at support D; Rc max = 0 kips; RD_min = 0 kips F1integrated design Project: .41 ENGINEERS Location: SE03XC552 Seattle, WA L 3x3x1/4 Bending Capacity By: GS Date: 2/23/2015 Properties Calculations done per AISC F10 Angle L3X3X1/4 Fy 36 ksi E 29000 ksi Bending Geometric X Bending Strength Equal Leg 20.02 kip -in Compression at Toe 1.668 kip-ft Cb 1.00 Lb 84 in k 1 in S, 0.569 in' SY 0.569 in i S= 0.415 in S,,. 0.969 in' 1= 0.49 in r. 0.585 in b 3 in t 0.25 in Yielding M 24.58 kip -in MY 16.39 kip -in Lateral -Torsional Buckling M„ 22.25 kip -in N1, 70.89 kip -in Leg Local Bucklin M b/t 12 S, 0.4552 in F, ksi Appendix A EDMONDS 100 2ND AVE S EDMONDS, WA 98020 SITE NUMBER: SE03XC552 LATITUDE 47.811708 LONGITUDE •122.381023 GENERAL LOCATION MAP DRIVING DIRECTIONS PROJECT TEAM PROJECT DESCRIPTION DRAWING INDEX �._ � ,. . — d. wx r 1 _ ...� �� '�• .'`r. i�„—^-� '�•` ', I AREnrs+ue.wn +� �� nnrnsr.,Esscv..w..im sesmrt.mwoao ,w„rrrw,o�o,rE• ssw..wr�Hr*in�rowa.,,vna�x.sae ro,� •mm ,., ,mea„ecr•..ws, wn a, mmww� •,, o..noeo me.w� •a wo.o:m.rr�v.no, .,•n.a ar m.uoa.wa .c,u.o w.cssw mnrs.,.,. """�i,o.°m",u - m.c"w' 'm PROJECT INFORMATION roaEar.�,on,,,o.,rei<�,..�sE.r� .Eiji. pllat. erns v.wnaEtEWt�mAp, m.i.it. r ZONING INFORMATION11 All VICINITY MAP CALL 3WORKMDAYS BEFORE YOU DIG I-BOD424-5555 APPROVA SIGN OFF OF CONSTRUCTION DRAWINGS no,. R•P10'Er �041E0 r / '�f;� � ��\.N � � . .: • CODE COMPLIANCEr=v"`�` UTILITY PURVEYOR.. ca.un: mamm .wlcwan,oxoromeamoea 'Eoroecoar u.oucorrros,.c..snua wn.s LEGAL DESPTION�ri10 Nz Spri nt =vRomcT INFDRN.TNND EDMONDS SE03XCS52 100 END AVE S EDNDNDS, WA OR= PEDPOlb BUILDING PERMIT pN NISiORr,� LAMS PREPARED ST, B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206-851.1106 [RA" Sr, NR. sr, aL eJ eENsuRE EOUIPNENh .0 4� wreva.•, Pl,.w muiv,¢xr•ryl RAWINO RIFORNATNNI, � WuaTnLe, TITLE SHEET RAWINo NursEm To STRUCTURAL STEEL NOTES: STRUCTURAL CONCRETE NOTES: ,. Ir+wlaae rs. NenlDNwmI,�I,sR� Nwe,aNr uNlTswrwus.DroweeeeaoR•DE»,. x. e,art•RowLal ivRls Relaean,,em vp •TOuvss. I- I LOW LIR CONaiRUttuw NR�IRNW , AORWT BErNE �M.VN RE��CRCIND.,owa]MvIS ,i. TrvE waiTEenR•Loaswnm ROR ewv.ce.ND NE,oNiov u»n.uwO wrTER uoeoevr ,e muLL. u�iuu aRo�Ronre�e luTErow.sL�oR•oEn. wetmw Ruuwous •nowrsorouar.Lulme. WEATHERPROOFING NOTES: :�•;�TM NE�Ro��lR Ir�o�g ourRw� N�i-DDE uelE DD»Ee„DN DR DRaao Ni uN eE wwrRED w„N ,wo u.ERs o<,. s .cN w,oE REgnRED wlER4L CdD eNRwc i V eE. eR•CEAf ,a NEEDED, aLKR ElSTwG L i•rE3 wONEB wroE. REaRREDToaa R»rE.ND i•.E NuwRE wRa TNE� B•n� w: !m,o:L`sumE.COs'u`i Lrs`; ! uNDERIveuD C.,nE. i•rE aluLL aE wwwED�N TM•T »J VdOR ORa •T P•GtE1a a w. R ro a n,cso wrong ovEn T,E eva, nolEs R,EiT•v! wemq vai i,E E,ECm4LLu0 eaE o000 Ruwli�i,R uwwlvwo oats. ou ( �r•vE smTp elmLo R, n iN o,�iTo==u 11=3I- Cmlv.L r•vE = Extern Two wcxEf w i rt oK ww.P Cf iXE T•VE •ROUND T,IE CeStE. wKl»] BORE TIE T•PE O wR.wm e ovERuv P Ts eecN moll uvEna s re ww.v R v iTN T.rE wq.r� ME iVE •i LEws7 ONE r4L RWND OVER THE GBLE •sauRE.� oR ecaaona •ro.vrtv THE LaaaE END ro TN! UwEmvw arisELruw+uwD.wTwo Tare eN.0 x•ssuED n+T»a u.wER, wutERwtoa oaEciwre nE iov • eE aEv¢sEo iwii,Eww.Ren.N uvwuro pRECTw tsESToa•swraLm ErsaiwrtN THE i•vE INwo RNE n� rpTq r•�BT T,l¢ s¢s�.•wittO� Tw r•rl�ON,o�iNe u�waER�vuq wLE�iu urEw ae�rvEOB,w smeiwm.•ur•rE salvo eE cuTwrtN•pupv los¢aR�vamonTNE usr wR•v ov r•vE awu xor eE wum w ELECTRICAL NOTES: T�L �eR.LLa,��l.•,oR�i�L.Rw�.E��.Lw�R.R�,m.�.,.�R�,�elawLL�a �i.� Ma®wR�,wi.�,�R�w l � � M �E TV •FlN ��E oR��n E.nC-IlrtEla•TCN.L LPM1gW C�NFKTN.tt e ENmv, pZE�mutvOReERa. aCNEDUIm Ww»niwEPwFAWB MnRwiC»ER.� COKuttaexu�ieE OlalO,rt TO 10 WLCUTKl4,uaiKWvwtM iwE•OED MIMINwEfaN,ev LCGTIO,E.,O6rEWL oQ DM 13 It Spri nt ROJECT INFORNATIOm EDMONDS SE03XC662 100IIND AVE S EDIPONDS, WA 00020 SWED FOm BUILDING PERMIT N MSTORT, IL I Q tm F=PlAKS PREPARED BY. S. J. THOMAS, P.E. 7507 BOTH AVE HE MARYSVILLE, WA 98270 206-851.1106 R1WN BYe xN. en A B.1 CENSUREe ECUIPWEIM .0 L1� eNiplwa, RI REM'EdnWEetiall� MWINO OIFORWTIONe um �ovuE m�Nw _ _ uetm rows n RAwma 717REe GENERAL NOTES RAWIND NurmEm G-1 z-� rtl38MN OMIMttl 83ION lVH3N30 �3wL orusvtl rrouvwtlodlu otluvu LLM3Nd11103 O .3tlnsN3a re v U8']INOrA8 NwytlB 9O L L' LS9,909 OL996 VM'3111ASANVW 3N 3AV N1O9 L09L '3'd'SVWONl Y *0 U8 O3tlYd3tld BNtlld .walan uoa � � r 'ABOLSM NOIM" 0 11WH3d omiamn8 tlOd a3rkm Oro" VA %ax NO3 8 3AV ONE W& L59OXC03S SONOW03 rMOLLVNHWN1 A03re8 <IuijdS w 3�en �eo�uuHwo rix3nivao.wr oe'aun3e�oue�uoo�.rar�enua�ieom�umtl roux uam�axi �s�ont�raowr+rourawnims :S31ON 1V1N3WNOHIAN3 aeon azm� aru ��wine.wswaamri�n�anrono �.�iiw�.�e ma�rnnd�non m�nuimeir�w �imua:n usaavavw aorenre anrowaawmmwnmao ene n3urr or elauurnlu6�equrfsuraN �l3.uan®ati�ao�i'�na'�ir�3�irnaro�uly 3ru�anoa�iv3�wllrnni e Wmulrw muo man dazwsu�i�rammmauv or�i�i�rua�ruwa3o � 3e�imrso�i�mwr �r�u e n��ia ianr�w a— . t— 36r0 ays 3gie.wrnWrn 5C3n Aw011W3W R18 :S310N lll3)IOVB ONV NOIlVAV3X3 NOI1VONf10J me n3m a.mn3mon�'wr«3w�no �oa�.aw � �� °e aw c4wc« e3a�a�3inruer Tr am auDOJ egIOJ lnuron'n3�3mq'wW313ntw OmBnn navJow 3uf1I. I :S310N XVOO 8 VNN3INV eq MSnai al33rn wvnw 5u3ara a+�irwn B�wu�rmlam�u�31fm3nls nnw�nnv3�i.�m muNav�wxµoo n u (rwvl noureuawwm �uir3nwv �mwKi roe iorwr�nvia�e3�u��tou�rn�rso�uw�oar�aaMirn e .r w—ovra3a3".,�wranor��wabe.3wom3w.o+ra�.�,3n�r wv ¢3tOn♦ 3B mHsuwrawndnwc3urun@rnowu3wnunio3u.l or xourw33zs c :S310N NaOM 311S n,Ana,3«�,on«.n�o3w<w,�n3nvnaw�,on „w.n� �� ,me �no..3wa 3o nonno3r3 IS wur[3urmnsrne�smruan�'a�ra�ua�i steno wi nmauus3n��mm�s�uwarmwwa a L ;�4�uau��vJ citm�sa�n3A3baw ruo�3subxipo+r ��r�a�o3 :S310N N0113nHISNOO lVa3N30 P O O O O O O 1") m M wVawxr OVERALL SITE PLAN Sprint> er INFOO9UT108h EDMONDS SE03XC552 100 2RD AVE$ EDRIONDa W. 98020 ED FOR F-BUILDING PERMIT JAI I.-E.--R- LANE PREPARED en B. J.THOMAS, P.E. 7607 SOTH AVE NE MARYSVILLE, INA 98270 206-851-1106 [RA" ",HK* Oy EQUIPINEUM RAIMMO MFORM"M inivEbfY OVERALL SITE PLAN RAINED NUMBER Aml Sprint> CT INFORNATFM EDMONI SE03X0462 goosNDA_ s EoroNOB, rA seoso Eo FOR, BUILDING PERMIT EM ON MSTOOT. Q ,m LANE PREPARED BY, B. J. THOMAS, P.E. 7607 SOTH AVE HE MARYSVILLE, WA 98270 206.881.1106 [NAWN ST NN. BT. ENSURE. r EGUIPVEVTI RAWWO INFORNA710N. RAVING Trfm ENLARGED SITE PLAN RIVBIG NUIIBM A-1.1 ENLARGED EQUIPMENT SITE PLAN N Spri nt ROM" RMFORMATWN, EDUO141 SE03XC662 1_...A- MOBDa, EDwA 90070 Eo Fow BUILDING PERMIT N HISTORY, Q ... Q ro LARS PREPARED MY, B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206-851.1106 MAIER BYE "NR. BY- CERaulm v CEQU tvrENn u.L� N.m«.s.m�came.. nR RAwRMO RNFORMAYIONi rnEvo�a a� a�r�m m""•.renm�m RAMOO Tm e, ENLARGED EQUIPMENT SITE PLAN RAwR10 MUMBE4 A-1.2 @EXISTING EAST ELEVATION sum: ms Spri nt. tt INFORMATION, EDMONDS SE03XC552 100 2NND AVE $ EDYONM WA 98=0 $SUED FOND BUILDING PERMIT NON NNSTORT, Q l Q, ,o LAWS PREPARED RN B. J. THOMAS, P.E. 7607 SOTH AVE HE MARYSVILLE, WA 98270 208-851.1106 [RAINN ", NR en x a -ll eENNsuRE �%Onu �� EOONPWE m NL pl tiflv u,iEwua. AI xen �wnExi a I,1 RAWRW MFORYATIOID mra � nna cue WINO TRIES e EXISTING SITE ELEVATION "WIND Numsm A-2 ;nRPROPOSED EAST ELEVATION ns Sprint> ROJECT INFORNAT M EDMONDS SE03XC662 too 2ND AVE S EDUMM WA SSMS SSUED FOR. BUILDING PERMIT REVISION NISiORre Al en B PREPARED BTe S. J. THOMAS, P.E. 7607 SOTN AVE NE MARYSVILLE, WA 98270 206-851.1106 RATM BVe NN. Bre A M CENSUREe EOUIPNEIITe RAWMG RIFORNATIOM, IN 1e RA�G TITS, PROPOSED SITE ELEVATION "vmG NUMBER, A-2.1 3 " 1 I IJ A �p la II � A 3 cn 15.03" 382mm z t:•:•:• ; � •:i KMW ANTENNA DATA F•. s ........ .. w, UI W EL Pole (3.0"-4.5") Pole(18.3-114.3mm) SPEC: SIZE-15.5' x 18.6' x 9,45' WEIGHT- 59.5 IEs WEIGHT W/ BRApKET. 71,821D5 1 2.BGHz RRH DETAIL REOUIRESYPIPE xuF: "rs SPEC: TOP VIEW sI2E-1r x a• x 2• WEIGHT-221Ds • � .:� REONRES 3' PIPE Moom,g Opuau: j(D ® 2x9alTWe ® ,xlre9,d urm,oe © ,x9d�nux25 FRONT VIEW m , x Wam:MB , ® 2x5mv: MIA ZSn Q Ix&dn ® 2x YU:M12 2 2.8GHs RADAR FILTER DETAIL srul:: r+rs Spri nt CT IMFORWITMMO EDMONDS SE03XCBB2 100 MD AVE S EDYOMDS. WA WM SSUED FORT BUILDING PERMIT EVISIOM NUITORY. ,m PREPARED BY,- B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206-851.1106 RAWM BY. NK. BY, n M CEMWREr EOYIPMEIM xu �r� •.,,�.m,x+x can�rrt.1,1 RAWM BIFORYATMIMr MWDIO TTREr GENERAL DETAILS R1WIM0 MUWBER. A-3 �1 EXISTING ANTENNA PLAN $ SG�: urs ,u,wa,.c�uc.w,a.wuaamweeoe.ar.�n.imw.ara•"�,°"�"�•°"°'�•a..w„w�,e...wmw..c,..wsa�na.E,ans.a�.m �.u.Mww.aEcw.u.mammon rmwvm�v m:,oa.m.nwoemenawrwnw,�.MQ.+.iF�owmAua.,aannwKmou soamrm�aaw,m uua,u,be.m.ca,nK...nce wo�.wv..00.,u,a,o..o..n ot.Faa.ew�,.,nwaa.r+,e+is °4i ��a ANTENNA SCHEDULE 610R tea, .M.D.w ..ne.w m weort �nr , F4. s[cmq k �A NEWANTENNA PLAN �: Nrs Sprint CT RIFORMATHM EDMONDS SE03XCSS2 .09 4ND AVE S Y EDDRDS. MA 95920 ED FOR. BUILDING PERMITRY, N MSTO Q ,m S PREPARED BY, B. J. THOMAS, P.E. 7607 SOTH AVE HE MARYSVILLE, WA 98270 206-SSI.1106 [RA" A. NIL BY. n a e�I1suRE. w N' EQUIPMENT. RAMINO INFORMATION. IUMOIO TIRF ANTENNA PLANS & SCHEDULE RA mmam A-4 svREaoL LEeFRIn. AGE rr o sA ��ncsre¢onouronoo 0 valhcm.raar _ _ W _ _ oaotnmwt FwowEw� e¢av anourm /11 ELECTRICAL GROUNDING PLAN E-1 Sdd Bt.c.1?.,• ttn] 9GlE tM•.1' GROUNDING NOTES: Spri nt> CT I10FORDW1I016 EDMONDS SE08XC5S2 IOD IIND AYE S EDNODDSA WA DO= SSUED PORT BUILDING PERMIT HISTORY.- 0 ,. Q, ,a PUIRS PREPARED BYl B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851.1106 [RAINN "-HK. BY, eENwRu A nV �r EODIPYE m a,+Pl �' W,FMIaa. PI �' EONaIIEMa 1,1 MWINO DIFORWTNNO wro� coxlluc,vnuw]vewn ffiu-bMa r wielm�ureu]m roru�n RAW WO TrIM ELECTRICAL GROUNDING PLAN RAW WO NUWSEid E-1 SHEET INDEX I ARCHITECTURAL T-1 TITLE SHEET A-1 OVERALL SITE PLAN A-1.1 SITE PLAN & EQUIPMENT LAYOUT PLAN A-2 EXISTING & NEW ANTENNAS LAYOUTS A-3 EXSTING & NEW EAST ELEVATIONS A-3.1 EXISTING & NEW WEST ELEVATIONS A-4 DETAILS A-5 DETAILS STRUCTURAL S-1 STRUCTURAL PLAN AND NOTES S-2 SECTIONS ELECTRICAL E-1 ANTENNA GROUNDING PLAN PROJECT DIRECTORY I APPLICANT: VERIZON WIRELESS 3245 158th AVE SE M/S 231 BELLEVUE, WA 98008 APPLICANT AGENT: LEXCOM DEVELOPMENT 1809 S. STREET, SUITE 101-121 SACRAMENTO, CA 95811 CONTACT: ERIC M. HALE PHONE: (916) 715-9639 FAX: (206) 260-6929 EMAIL- ERIC.HALE®LEXCOMCORP.COM ARCHITECT/ENGINEER: KDC ARCHITECTS.ENGINEERS P.C. 4720 200TH STREET SW., SUITE 200 LYNNWOOD, WA 98036 CONTACT: KEN CAMP PHONE: (425) 670-8651 PROJECT INFORMATION WASHINGTON STATE CODE COMPLIANCE: 2012 IBC, STANDARDS AND AMENDMENTS-WAC 51-50; 2012 MC. STANDARDS AND AMENDMENTS-WAC 51-52; 2012 IFC, STANDARDS AND AMENDMENTS-WAC 51-54A; 2012 UPC, STANDARDS AND AMENDMENTS-WAC 51-56. SITE NAME: SEA-EDMONDS SITE ADDRESS: 100 2ND AVE S EDMONDS, WA 98020 LAND OWNER: HASSHB LLC 3727 S 194TH ST SEATAC, WA 98188 JURISDICTION: SNOHOMISH COUNTY BD2 DOWNTOWN MIXED COMMERCIAL PARCEL NUMBER: 00454800200901 PROJECT DESCRIPTION: THIS PROPOSAL IS FOR THE INSTALLATION OF (3) NEW PANEL ANTENNAS, (6) RRU'S, (3) TMA'S, (2) SURGE SUPPRESSORS/FIBER DISTRIBUTION BOXES - OVP, (2) REMOTE SURGE SUPPRESSORS AND (1) HYBRID CABLE ON AN EXISTING BUILDING. Ver170►1 wireless SEA-EDMONDS 1002ND AVE S EDMONDS, WA 98020 LAT: 47' 48' 42.80"N (NAD 83) LONG: 122' 22' 52.00"W (NAD 83) GROUND' ELEV: 22.0' ± (AMSL) LEGAL DESCRIPTION GEPHARTS 1ST ADD TO EDMONDS BLK 002 0-01 - ALL OF LOT 9 & 10 LESS W 17 FT OF N40FT CONTRACTOR NOTE THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JO ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHRECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK. UNLESS DIRECTED OTHERWISE. GENERAL NOTES 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS. EQUIPMENT, LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. 2, PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SMALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS. OMISSIONS. OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING. 3 THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 4 THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS. TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/ VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 6. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBUC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS. AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 8, ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION SUB -CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. 9. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 10. DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS. PAVING, CURBING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND WIZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS. RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. APPROVALS/ISSUE DATES SITE ALPHA NO: R7713uilt/Record UED AS limina limina -Revised in -S ecial Use Permit Application struction Permit Application ed for Zonin Construction ed for Construction ed Zoning& Construction Permit Set Owner and Engineering Approval KD VERIZON WIRELESS CELLULAR DESIGN ENGINEER APPROVAL PRINTED NAME SIGNATURE TITLE DATE ET=1 T VERIZON WIRELESS PROPERTY OWNER APPROVAL PRINTED NAME SIGNATURE TITLE DATE SITE ELEVATION 1 .. IoIlk �. iiyfr / SYMBOLS LIST X (ELEVATION NUMBER) X (DETAIL NUMBER) X•X (SHEET NUMBER) (SHEET NUMBER) X SECTION NUMBER -\GRADE (ELEVATION LOCATION) )(_)( (SHEET NUMBER) 0 -0 (ELEVATION HEIGHT) PROPERTY LINE ----------------------- SETBACK — EASEMENT - - - - LEASE AREA —EEE— ELECTRICAL SERVICE —VEUEIIE— UNDERGROUND ELECTRICAL SERVICE —OE of —OE— OVERHEAD ELECTRICAL SERVICE —TT—T— TELCO SERVICE —UrUT—UT— UNDERGROUND TELCO SERVICE —OT OT OT— OVERHEAD TELCO SERVICE DRIVING DIRECTIONS I FROM SEATAC INTERNATIONAL AIRPORT: HEAD WEST ON AIRPORT EXPRESSWAY KEEP LEFT AT THE FORK, FOLLOW SIGNS FOR WASHINGTON 518 W.WASHINGTON 509 AND MERGE ONTO WA-518 W TAKE THE WASHINGTON 509 EXIT TOWARD SEATTLE MERGE ONTO WA-509 N CONTINUE ONTO WA-99 N TAKE THE MICHIGAN ST EXIT TOWARD 1-5 SLIGHT LEFT ONTO S MICHIGAN ST CONTINUE ONTO BAILEY ST TURN LEFT ONTO THE INTERSTATE 5 N RAMP MERGE ONTO 1-5 N TAKE EXIT 177 FOR WA-104 W TOWARD EDMONDS FOLLOW SIGNS FOR WASHING 104 W AND MERGE ONTO WA-104 W/NE 205TH ST SLIGHT RIGHT ONTO WA-104/EDMONDS WAY (SIGNS FOR KINGSTON FERRY) TURN RIGHT ONTO DAYTON ST TAKE THE 1ST LEFT ONTO 2ND AVE S CONFIDENTIAL AND PROPRIETARY Not for disclosure outside VERIZON WIRELESS without permission. VICINITY MAP I 7/141 y' r Hicks - L la4 «'i -i o .. o -.E'Ulo SITE,' Tn��a Per � •l one r i� � ra,41 PQ Srnith-& Co i +: J RECCE �` NO R�WH PLANS PREPARED FOR: Q a� PLANS PREPARED BY: ARCHICCTS.ENGINEERS, P.C. 4720 zooTH STREET sw SUITE zoo LYNNWOOD, WA 98036 PHONE: 426.670.8661 FAX: 426.712.0846 LICENSURE: 5773 REGISTERED LND. CT STNGTO DATE: 04/14/2014 DRAWN BY: ET CHECKED BY: TPP REVISIONS DATE DESCRIPTION BY 02/14 ISSUED FOR ET 2014 90; CD REVIEW 03/03 ISSUED FOR REVISED RMC 2014 90: CD REVIEW 3/12 ISSUED FOR REVISED RMC 2014 90: CD REVIEW 04/08 ISSUED FOR REVISED RK 2014 90: CD REVIEW 04/11 ISSUED FOR PK 2014 100. CD REVIEW 4/14 ISSUED FOR 2014 CONSTRUCTION PROJECT: SEA- EDMONDS 100 2ND AVE S EDMONDS, WA 95020 SFRVIrGe COUNTER VERIZON WIRELESS PROPERTY OWNER APPROVAL PRINTED NAME SIGNATURE TITLE DATE SITE ELEVATION 1 .. IoIlk �. iiyfr / SYMBOLS LIST X (ELEVATION NUMBER) X (DETAIL NUMBER) X•X (SHEET NUMBER) (SHEET NUMBER) X SECTION NUMBER -\GRADE (ELEVATION LOCATION) )(_)( (SHEET NUMBER) 0 -0 (ELEVATION HEIGHT) PROPERTY LINE ----------------------- SETBACK — EASEMENT - - - - LEASE AREA —EEE— ELECTRICAL SERVICE —VEUEIIE— UNDERGROUND ELECTRICAL SERVICE —OE of —OE— OVERHEAD ELECTRICAL SERVICE —TT—T— TELCO SERVICE —UrUT—UT— UNDERGROUND TELCO SERVICE —OT OT OT— OVERHEAD TELCO SERVICE DRIVING DIRECTIONS I FROM SEATAC INTERNATIONAL AIRPORT: HEAD WEST ON AIRPORT EXPRESSWAY KEEP LEFT AT THE FORK, FOLLOW SIGNS FOR WASHINGTON 518 W.WASHINGTON 509 AND MERGE ONTO WA-518 W TAKE THE WASHINGTON 509 EXIT TOWARD SEATTLE MERGE ONTO WA-509 N CONTINUE ONTO WA-99 N TAKE THE MICHIGAN ST EXIT TOWARD 1-5 SLIGHT LEFT ONTO S MICHIGAN ST CONTINUE ONTO BAILEY ST TURN LEFT ONTO THE INTERSTATE 5 N RAMP MERGE ONTO 1-5 N TAKE EXIT 177 FOR WA-104 W TOWARD EDMONDS FOLLOW SIGNS FOR WASHING 104 W AND MERGE ONTO WA-104 W/NE 205TH ST SLIGHT RIGHT ONTO WA-104/EDMONDS WAY (SIGNS FOR KINGSTON FERRY) TURN RIGHT ONTO DAYTON ST TAKE THE 1ST LEFT ONTO 2ND AVE S CONFIDENTIAL AND PROPRIETARY Not for disclosure outside VERIZON WIRELESS without permission. VICINITY MAP I 7/141 y' r Hicks - L la4 «'i -i o .. o -.E'Ulo SITE,' Tn��a Per � •l one r i� � ra,41 PQ Srnith-& Co i +: J RECCE �` NO R�WH PLANS PREPARED FOR: Q a� PLANS PREPARED BY: ARCHICCTS.ENGINEERS, P.C. 4720 zooTH STREET sw SUITE zoo LYNNWOOD, WA 98036 PHONE: 426.670.8661 FAX: 426.712.0846 LICENSURE: 5773 REGISTERED LND. CT STNGTO DATE: 04/14/2014 DRAWN BY: ET CHECKED BY: TPP REVISIONS DATE DESCRIPTION BY 02/14 ISSUED FOR ET 2014 90; CD REVIEW 03/03 ISSUED FOR REVISED RMC 2014 90: CD REVIEW 3/12 ISSUED FOR REVISED RMC 2014 90: CD REVIEW 04/08 ISSUED FOR REVISED RK 2014 90: CD REVIEW 04/11 ISSUED FOR PK 2014 100. CD REVIEW 4/14 ISSUED FOR 2014 CONSTRUCTION PROJECT: SEA- EDMONDS 100 2ND AVE S EDMONDS, WA 95020 SFRVIrGe COUNTER SITE ELEVATION 1 .. IoIlk �. iiyfr / SYMBOLS LIST X (ELEVATION NUMBER) X (DETAIL NUMBER) X•X (SHEET NUMBER) (SHEET NUMBER) X SECTION NUMBER -\GRADE (ELEVATION LOCATION) )(_)( (SHEET NUMBER) 0 -0 (ELEVATION HEIGHT) PROPERTY LINE ----------------------- SETBACK — EASEMENT - - - - LEASE AREA —EEE— ELECTRICAL SERVICE —VEUEIIE— UNDERGROUND ELECTRICAL SERVICE —OE of —OE— OVERHEAD ELECTRICAL SERVICE —TT—T— TELCO SERVICE —UrUT—UT— UNDERGROUND TELCO SERVICE —OT OT OT— OVERHEAD TELCO SERVICE DRIVING DIRECTIONS I FROM SEATAC INTERNATIONAL AIRPORT: HEAD WEST ON AIRPORT EXPRESSWAY KEEP LEFT AT THE FORK, FOLLOW SIGNS FOR WASHINGTON 518 W.WASHINGTON 509 AND MERGE ONTO WA-518 W TAKE THE WASHINGTON 509 EXIT TOWARD SEATTLE MERGE ONTO WA-509 N CONTINUE ONTO WA-99 N TAKE THE MICHIGAN ST EXIT TOWARD 1-5 SLIGHT LEFT ONTO S MICHIGAN ST CONTINUE ONTO BAILEY ST TURN LEFT ONTO THE INTERSTATE 5 N RAMP MERGE ONTO 1-5 N TAKE EXIT 177 FOR WA-104 W TOWARD EDMONDS FOLLOW SIGNS FOR WASHING 104 W AND MERGE ONTO WA-104 W/NE 205TH ST SLIGHT RIGHT ONTO WA-104/EDMONDS WAY (SIGNS FOR KINGSTON FERRY) TURN RIGHT ONTO DAYTON ST TAKE THE 1ST LEFT ONTO 2ND AVE S CONFIDENTIAL AND PROPRIETARY Not for disclosure outside VERIZON WIRELESS without permission. VICINITY MAP I 7/141 y' r Hicks - L la4 «'i -i o .. o -.E'Ulo SITE,' Tn��a Per � •l one r i� � ra,41 PQ Srnith-& Co i +: J RECCE �` NO R�WH PLANS PREPARED FOR: Q a� PLANS PREPARED BY: ARCHICCTS.ENGINEERS, P.C. 4720 zooTH STREET sw SUITE zoo LYNNWOOD, WA 98036 PHONE: 426.670.8661 FAX: 426.712.0846 LICENSURE: 5773 REGISTERED LND. CT STNGTO DATE: 04/14/2014 DRAWN BY: ET CHECKED BY: TPP REVISIONS DATE DESCRIPTION BY 02/14 ISSUED FOR ET 2014 90; CD REVIEW 03/03 ISSUED FOR REVISED RMC 2014 90: CD REVIEW 3/12 ISSUED FOR REVISED RMC 2014 90: CD REVIEW 04/08 ISSUED FOR REVISED RK 2014 90: CD REVIEW 04/11 ISSUED FOR PK 2014 100. CD REVIEW 4/14 ISSUED FOR 2014 CONSTRUCTION PROJECT: SEA- EDMONDS 100 2ND AVE S EDMONDS, WA 95020 SFRVIrGe COUNTER DRIVING DIRECTIONS I FROM SEATAC INTERNATIONAL AIRPORT: HEAD WEST ON AIRPORT EXPRESSWAY KEEP LEFT AT THE FORK, FOLLOW SIGNS FOR WASHINGTON 518 W.WASHINGTON 509 AND MERGE ONTO WA-518 W TAKE THE WASHINGTON 509 EXIT TOWARD SEATTLE MERGE ONTO WA-509 N CONTINUE ONTO WA-99 N TAKE THE MICHIGAN ST EXIT TOWARD 1-5 SLIGHT LEFT ONTO S MICHIGAN ST CONTINUE ONTO BAILEY ST TURN LEFT ONTO THE INTERSTATE 5 N RAMP MERGE ONTO 1-5 N TAKE EXIT 177 FOR WA-104 W TOWARD EDMONDS FOLLOW SIGNS FOR WASHING 104 W AND MERGE ONTO WA-104 W/NE 205TH ST SLIGHT RIGHT ONTO WA-104/EDMONDS WAY (SIGNS FOR KINGSTON FERRY) TURN RIGHT ONTO DAYTON ST TAKE THE 1ST LEFT ONTO 2ND AVE S CONFIDENTIAL AND PROPRIETARY Not for disclosure outside VERIZON WIRELESS without permission. VICINITY MAP I 7/141 y' r Hicks - L la4 «'i -i o .. o -.E'Ulo SITE,' Tn��a Per � •l one r i� � ra,41 PQ Srnith-& Co i +: J RECCE �` NO R�WH PLANS PREPARED FOR: Q a� PLANS PREPARED BY: ARCHICCTS.ENGINEERS, P.C. 4720 zooTH STREET sw SUITE zoo LYNNWOOD, WA 98036 PHONE: 426.670.8661 FAX: 426.712.0846 LICENSURE: 5773 REGISTERED LND. CT STNGTO DATE: 04/14/2014 DRAWN BY: ET CHECKED BY: TPP REVISIONS DATE DESCRIPTION BY 02/14 ISSUED FOR ET 2014 90; CD REVIEW 03/03 ISSUED FOR REVISED RMC 2014 90: CD REVIEW 3/12 ISSUED FOR REVISED RMC 2014 90: CD REVIEW 04/08 ISSUED FOR REVISED RK 2014 90: CD REVIEW 04/11 ISSUED FOR PK 2014 100. CD REVIEW 4/14 ISSUED FOR 2014 CONSTRUCTION PROJECT: SEA- EDMONDS 100 2ND AVE S EDMONDS, WA 95020 SFRVIrGe COUNTER SFRVIrGe COUNTER P� ! PQ.10 e pP ,JJf ♦ / ♦ Ol EXISTING BUILDINGS, TYP EXISnNG PAP.KING LOTS \ I ExISnNG TREES. TfP \ J I ip 41 a Y \ o I / � ♦ r � I S ° oI o / / O � \ ° \J I \ r / \ r , ` r \/ o \ b ,4 , \ ' J \ raj J \ f ' r iy I J o, \ APN: 00454800200901 J ti J , J r I S ROJ J<v, AREA SEE @ V 2 / �Gb\ I e ♦ \ OVERALL SITE PLAN O 40' 80' A-1 SCALE 1.1 2406: 1"= 40'-0" SCALE FOR 11 %17: 1" = 80-0" 20' 60N 0 R T H NOTES THIS IS NOT A SITE SURVEY ALL PROPERTf BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE DIG NOTE: CAUTION' CALL BEFORE YOU DIC! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATON SHOWN MAI NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITf LOCATE SERVICE A IAINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 GENERAL NOTES* 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS. ALL PU3LIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND D;RECTIVES 2. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK EXACT DIMENSIONS AND LOCATIONS MA( CHIAtIGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY A14D ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDAIICE WITH THE INTENT OF THESE DOCUMENTS. 3 CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAi5 AND ELECTRICAL LINES AND ANTENNA MOUNTING. 4. VERIFICATION THAT EKIS71NG STRUCTURE CAN SUPPORT THE PROPOSED ANTENNA, COAX & ADDITIONAL EQUIPMENT LOADING IS TO BE DONE Elf OTHERS. REFER TO SHEET T-1 FOR MORE GENERAL NOTES cn m rn m RECEIVED APR, 17 2015 DEVELOPMENT SERVICE COUNTER PLANS PREPARED FOR: N 1 PLANS PREPARED BY: F�l an E3 mom I=c pf 0 m®m it MORE ®ng Q I KDC ARCHITECTS.ENGINEERS, P.C. 4720200TH STREET SW SUITE 200 LYNNWOOD, WA 98036 PHONE: 425.670.8651 X: FA425.712.08" LICENSURE: 5773 REGISTERED I RCHI CT STATE OF WAS DATE: 04/14/2014 DRAWN BY: ET CHECKED BY: TPP REVISIONS DATE DESCRIPTION BY 02/14 ISSUED FOR ET 2014 90: CD REVIEW 03/03 2014 ISSUED FOR REVISED 90 CO REVIEW RMC 03/12 2014 ISSUED FOR REVISED 90: CD REVIEW RMC 04/08 ISSUED FOR REVISED PK 2014 90% CD REVIEW 04/11 2014 ISSUED FOR 100% CD REVIEW PK 04/14 ISSUED FOR ET 2014 CONSTRUCTION PROJECT: S EA- EDMONDS 100 2ND AVE S EDMONDS, WA 98020 ts� 00` � V n SITE PLAN SCALE FOR 2436: 1 10'-0' SCALE FOR IIX17: O1 EXISTING PARKING LOT O2 EXISTING BUILDINGS, TYP. OEXISTING TREES. TYP. OEXISTING ANTENNAS OF OTHER CARRIERS, TYP. OEXISTING VERIZON WIRELESS COVERED CABLE TRAY ON SLEEPERS OEXISTING VERIZON WIRELESS COAX CABLE ROUTE OEXISTING PENTHOUSE. TYP. O8 EXISTING VE RIZON WIRELESS EQUIPMENT ROOM LOCATED III PARKING GARAGE AT LOWER LEVEL OEXISTING VERIZON WIRELESS EQUIPMENT CABINETS (4 TOTAL) 9Er ISTING VERIZON WIRELESS HVAC UNITS (2 TOTAL) 11 NEW VERIZON WIRELESS HYBRID CABLE TO FOLLOW NEW ROUTE IN e ATTACHED TO PARKING GARAGE CEILING STRUCTURE, THEN UP EXTERIOR E WALL TO ROOFTOP 12 NEW VERIZON WIRELESS SURGE SUPPRESSOR/FIBER DISTRIBUTION BOX - OVP (2 TOTAL, 1 0 ANTENNAS k 1 0 EQUIPMENT) 13 NEW VERIZON WIRELESS CONDUIT (FOR HYBRID CABLE) TO PENETRAT 4,5. THROUGH CONCRETE PAN DECK HYBRID TO CONTINUE UP WALL FACE � TO EDGE OF ROOF INSIDE SHROUD 14 NEW VERIZON WIRELESS 12' COVERED CABLE TRAY ON SLEEPERS r2 Ad 15 NEW VERIZON WIRELESS HYBRID CABLE TO FOLLOW NEW ROUTE IN COVERED CABLE TRAY -TO ANTENNA SECTORS TLL IS NEFSURVEY: ALL PROPERttOTA BOUNDARIES,SE ORIENTATION OF TRUE NORTH AND STREET HALF-WIDTI HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE DIG NOTE: CAUTION- CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-424-5555 r \ n NEW EQUIPMENT LAYOUT PLAN SCALE FOR 24X36: 3/8'= 1'-0' SCALE FOR 11%17: 3/I6' = 1'-0 0 2' 4' SECEIVE 13' NORTH APR 17 2015 PLANS PREPARED FOR: n `Wn`: r� PLANS PREPARED BY: Pl w F3 In moll I d KDC ARCHITECrS.ENGINEERS, P.C. 4720 200TH STREET SW SUITE zoo LYNNWOOD, WA 98036 PHONE: 425.670.8651 FAX: 425.712.0846 LICENSURE: 5773 REGISTERED CH CT RD. STATE OF WASHINGTO DATE: 04/14/2014 DRAWN BY: ET CHECKED BY: TPP REVISIONS DATE DESCRIPTION BY 02/14 ISSUED FOR ET 2014 90: CD REVIEW 03/03 2014 ISSUED FOR REVISED 90: CD REVIEW RMC 03/12 2014 ISSUED FOR REVISED 90: CO REVIEW RMC 04/08 2014 ISSUED FOR REVISED 90% CO REVIEW PK 04/11 2014 ISSUED FOR 100% CD REVIEW PK 04/14 2014 ISSUED FOR CONSTRUCTION ET PROJECT: S EA- EDMONDS 100 2ND AVE S EDMONDS, WA 98020 Aml ■ ANTENNA/COAX YBRID SCHEDULE QUANTITY (TYPE) CEN ANTENNA AZIMUTH OMTILT NUMBER OFF COAX/HYBRID RUNS COAX/HYBRID SIZELENGTH 1 EXISTING (850) 51'-0- 4'-0' 30' 0' 2 EXISTING COAX 1-5/8"0 310'—O"t 1 EXISTING (PCS) 51,-0" 4'-0' 30- 0' 2 EXISTING COAX 1-5/8'0 310'-0"t N-ALPHA- 1 NEW (AWS) 51'-0' 4'-0" 30' 0' 1 NEW HYBRID CABLE 1.32"0 140'—O"t 1 EXISTING (LTE) 51'-0- 4'-0" 30' 0' 2 EXISTING COAX 1-5/8"0 310'—O"t 1 EXISTING (850) 51,-0" 4'-0" 110' O' 2 EXISTING COAX 1-5/8"0 310'-0"3 1 EXISTING (PCS) 51'-0" 4'-0' 110, O' 2 EXISTING COAX 1-5/8"0 310'-0't "BETA" 1 NEW (AWS) 51'-0' 4'-0' 110' 0' FROM ALPHA HYBRID — - -BETA" 1 EXISTING (LTE) 51'-0- 4'-0" 110' 0' 2 EXISTING COAX 1-5/8"0 310'-0'f -GAMMA" 1 EXISTING (850) 51'-0" 4'-0' 195, 0' 2 EXISTING COAX 1-5/8"0 310-0"1 "GAMMA" 1 EXISTING (PCS) 51'-0' 4'-0' 195' 0' 2 EXISTING COAX 1-5/8"0 310'—O"t "GAMMA' 1 NEW (AWS) 51'—O' 4'-0" 195' 0' FROM ALPHA HYBRID — - -GAMMA" 1 EXISTING (LTE) 51'-0- 4'-0" 195' 0' 2 EXISTING COAX 1-5/8"0 1 310'-0't Mff—• COAX/HYBRID CABLE LENGTHS = APPROXIMATE LENGTH PLUS AN ADDITIONAL 20' a � A/ EXISTING ANTENNA LAYOUT (ALPHA) o 2' 4' SCALE FOR 24x36: 3/8'= V-0" SCALE FOR 1' 3' NORTH nNEW ANTENNA LAYOUT (ALPHA) A-2 SCALE FOR 2436: 3/8'= V-0' SCALE FOR 0 2' 4' N � H 1' 3' n EXISTING ANTENNA LAYOUT (BETA) A-L SCALE FOR 24x36: 3/8'= V-0- SCALE FOR 11X17: 3/16' = V-0 nNEW ANTENNA LAYOUT (BETA) A-2 SCALE FOR 24x36: 3/6"= V-0- SCALE FOR 11X17: 3/16' — V-0 NOTES THIS IS NOT A SITE SURVEY: ALL PROPERTY BOUNDARIES. ORIENTATION OF TRUE NORTH AND STREET HALF —WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. GENERAL NOTES: REFER TO SHEET T-1 & A-1 FOR GENERAL NOTES CONTRACTOR NOTE: CONTRACTOR TO VERIFY AND BRING UP ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL ROOF CONDITIONS. CONTRACTOR TO COORDINATE THE SLEEPER INSTALLATION TO AVOID ANY CONFLICTS WITH EXISTING ROOF DRAINS, CABLE TRAYS, ETC. 0 2' 4' N 0 H. 0 2' 4' N 0 H 1' 3' O� n EXISTING ANTENNA LAYOUT (GAMMA) A-L SCALE FOR 24x36: 3/8'= 1'—C SCALE FOR 11 X77 3/16' = 1'-0 NEW ANTENNA LAYOUT (GAMMA) A-2 SCALE FOR 24x36: 3/8"= 1'-0' SCALE FOR 11 Ol EXISTING BUILDING PARAPET OEXISTING BALLAST FROM ROOF TO BE REMOVED (ALPHA & BETA SECTORS). TYPICAL OREMOVE EXISTING ANTENNA SKID AND RELOCATE IT CLOSER TO ROOF EDGE ON NEW SLEEPERS (ALPHA SECTOR) O PLACE EXISTING ANTENNA SKID ON NEW SLEEPERS IN SAME LOCATION (BETA SECTOR) OS EXISTING VERIZON WIRELESS ANTENNA SKID ON SLEEPERS(GAMMA SECTOR) O NEW VERIZON WIRELESS 6X10X12'—O-L FIT SLEEPER (4 TOTAL, 2 PER ALPHA AND BETA SECTORS), TYPICAL, SEE NOTES ONEW VERIZON WIRELESS 6Xi0X4'-0"L PT SLEEPER (4 TOTAL, 2 PER ALPHA AND BETA SECTORS), TYPICAL, SEE NOTES O NEW LOCATION OF EXISTING ANTENNA SKID (ALPHA SECTOR) OEXISTING VERIZON WIRELESS ANTENNAS TO REMAIN (9 TOTAL. 3 PER SECTOR), TYPICAL 10 EXISTING ANTENNAS OF OTHER CARRIERS (4 TOTAL. 2 IN ALPHA & BETA SECTORS), TYPICAL 11 NEW VERIZON WIRELESS ANTENNAS WITH NEW PIPE MOUNT 1 CONNECTION TO MATCH EXISTING (3 TOTAL, 1 PER SECTOR A-4 12 NEW VERIZON WIRELESS RRU'S (6 TOTAL. 2 PER SECTOR) A -a 13 NEW VERIZON WIRELESS TMA'S (3 TOTAL, 1 PER SECTOR) 9 A4 14 NEW VERIZON WIRELESS SURGE SUPPRESSOR/FIBER DISTRIBUTI�7,SA BOXES — OVP (2 TOTAL, 1 0 ANTENNAS & 1 0 EQUIPMENT) 15 NEW VERIZON WIRELESS SECTOR SURGE SUPPRESSOR — OVP (2 TOTAL, 1 0 BETA & GAMMA SECTORS) A•4 16 EXISTING VERIZON WIRELESS COAX CABLE ROUTE 17 NEW VERIZON WIRELESS HYBRID CABLE ROUTE TO FOLLOW EXISTING COAX CABLE ROUTE (GAMMA ONLY) 18 NEW VERIZON WIRELESS COVERED CABLE TRAY ON SLEEPERS A4 19 NEW VERIZON WIRELESS HYBRID CABLE 20 ROIL 3,4 NEW CRICKET AND FLASHING AT ROOF TOP A4 '1024' C) I I NORTH x9m POSITIVE CONNECTION OF ANTENNA FRAME TO SLEEPER ALREADY EXISTS AT GAMMA SECTOR. 0 2' 4' N � 3' H 1' RECEIVE APR 17 2015 jEVELOPMENT SE COUNTER PLANS PREPARED FOR: Wo W .22 1 PLANS PREPARED BY: E� I�j PER B El W® w ® 0 m KDC ARCHITECTS.ENGINEERS, P.C. 4720 2M STREET sw SUITE zoo LYNNWOOD, WA 98036 PHONE: 425.670.8651 FAX: 425.712.0846 LICENSURE: 5773 REGISTERED RCHI CT K N D. STATE OF WASHINGTO DATE: 04/14/2014 DRAWN BY: ET CHECKED BY: TPP REVISIONS DATE DESCRIPTION BY 02/14 ISSUED FOR ET 2014 90: CD REVIEW 03/03 ISSUED FOR REVISED RMC 2014 90: CD REVIEW 03/12 ISSUED FOR REVISED RMC 2014 90% CD REVIEW 04/08 ISSUED FOR REVISED PK 2014 90% CD REVIEW 04/11 2014 ISSUED FOR 100% CD REVIEW PK 04/14 ISSUED FOR ET 2014 CONSTRUCTION PROJECT: SEA- EDMONDS 100 2ND AVE S EDMONDS, WA 98020 A=2- T.O. EXISTING f53'-0" AGL C.L. OF EXIS' 351'-0" AGL T.O. EXISTING t45-O" AGL GRADE 0-0" Y u -u n EXISTING EAST ELEVATION 0 8' 16 A-3 SCALE FOR 24x36: 1/8"= 1'-0" SCALE FOR 11%17: 1/16" = 1'-0" NEW EAST ELEVATION ELEVATION 0 8' 16 2 A-� SCALE FOR 24z36: 1/8"= 1'-0" SCALE FOR i1X17: 1/16 = 1'-0" I 4 12' OEXISTING BUILDING O2 EXISTING PENTHOUSE OEXISTING VERIZON WIRELESS ANTENNA MOUNTING FRAME (3 TOTAL. 1 PER SECTOR) O EXISNNG VERIZON WIRELESS ANTENNAS TO REMAIN (9 TOTAL. 3 PER SECTOR) OEXISTING ANTENNAS OF OTHER CARRIERS (4 TOTAL. 2 IN ALPHA & BETA SECTORS) ONEW VERIZON WIRELESS ANTENNAS WITH NEW PIPE MOUNT CONNECTION (3 TOTAL, 1 PER SECTOR) < NEW VERIZON WIRELESS RRU'S (6 TOTAL, 2 PER SECTOR) ONEW VERIZON WIRELESS TMA'S (3 TOTAL, 1 PER SECTOR) O9 NEW VERIZON WIRELESS SURGE SUPPRESSOR/FIBER DISTRIBUTION BOXES - OVP (2 TOTAL, 1 ® ANTENNAS & 1 ® EQUIPMENT) <3> NEW VERIZON WIRELESS SECTOR SURGE SUPPRESSOR - OVP (2 TOTAL, 1 ® BETA & GAMMA SECTORS) 71 EXISTING VERIZON WIRELESS COAX CABLE ROUTE 12 NEW VERIZON WIRELESS HYBRID CABLE IN COVERED CABLE TRAY ON SLEEPERS 73 EXISTING VERIZON WIRELESS DOGHOUSE ON ROOFTOP. nP NQTES , PAINT NOTE: AT NEW VERIZON WIRELESS HYBRID CABLE SHROUD, PAINT TO MATCH EXISTING BUILDING COLOR RECEIVED APR 17 2015 DEVELOPMENT SERVICES COUNTER PLANS PREPARED FOR: .2T 0 � 1 PLANS PREPARED BY: M�i m ) IMON OR © N m®® I 0 m m o l E ®® KDC ARCHITECTS.ENGINEERS, P.C. 4720 20W0TH STREET SW SUITE 200 LYNNOOD, WA 98036 PHONE: 42S-670.8651 FAX: 425.712.0846 LICENSURE: 5773 REGISTERED IRCHI CT K N D. STATE OF WASHINGTO DATE: 04/14/2014 DRAWN BY: ET CHECKED BY: TPP REVISIONS DATE DESCRIPTION BY 02/14 2014 ISSUED FOR 90: CD REVIEW ET 03/03 2014 ISSUED FOR REVISED 90: CD REVIEW RMC 03/12 2014 ISSUED FOR REVISED 9= CD REVIEW RMC 04/08 2014 ISSUED FOR REVISED 90% CO REVIEW PK 04/11 2014 ISSUED FOR 100% CD REVIEW PK 04/14 ISSUED FOR ET 2014 CONSTRUCTION PROJECT: S EA- EDMONDS 100 2ND AVE S EDMONDS, WA 98020 n EXISTING WEST ELEVATION D s' 16' SCALE FOR 2435: 1/8'= 1'-0' SCALE FOR 11X17: 1/16' = V-0' T.O.EXISTING ANTENNAS OF OTHERS nNEW WEST ELEVATION 0 8' 16' SCALE FOR 24x35: 1/8'= 1'-0' SCALE FOR 11X17: OEXISTING BUILDING O2 EXISTING PENTHOUSE OEXISTING VERIZON WIRELESS ANTENNA MOUNTING FRAME (3 TOTAL. I PER SECTOR) OEXISTING VERIZON WIRELESS ANTENNAS TO REMAIN (9 TOTAL. 3 PER SECTOR) OEXISTING ANTENNAS OF OTHER CARRIERS (4 TOTAL. 2 IN ALPHA & BETA SECTORS) < NEW VERIZON WIRELESS ANTENNAS WITH NEW PIPE MOUNT CONNECTION (3 TOTAL, 1 PER SECTOR) O7 NEW VERIZON WIRELESS RRU'S (6 TOTAL, 2 PER SECTOR) ONEW VERFZON WIRELESS TMA'S (3 TOTAL, 1 PER SECTOR) O NEW VERIZON WIRELESS SURGE SUPPRESSOR/FIBER DISTRIBUTION BOXES - OVP (2 TOTAL, 1 O ANTENNAS & 1 O EQUIPMENT) 10 NEW VERIZON WIRELESS REMOTE SURGE SUPPRESSOR - OVP (2 TOTAL. 1 O ALPHA & GAMMA SECTORS) ,I EXISTING VERIZON WIRELESS COAX CABLE ROUTE <g> NEW VERIZON WIRELESS HYBRID CABLE INSIDE PAINTED METAL SHROUD, PAINT TO MATCH EXISTING BUILDING COLOR t3 EXISTING VERIZON WIRELESS DOGHOUSE ON ROOFTOP, Ti? 14 EXISTING POWER LINE TO WEATHER HEAD. PROVIDE GAP IN SHROUD .NOTES PAINT NOTE: AT NEW VERIZON WIRELESS HYBRID CABLE SHROUD. PAINT TO MATCH EXISTING BUILDING COLOR FcetvEo op , 7M ,tv&OP oU TER PLANS PREPARED FOR: inW` c PLANS PREPARED BY: MURK E moll d KDC ARCHITECTS.ENGINEERS, P.C. 4720 200TH STREET sw SURE 200 LYNNWOOD, WA 98036 PHONE 425.670.8651 FAX: 425.712.0846 LICENSURE: 5773 REGISTERED I DCHI CT K ND. STATE OF WASHINGTO DATE: 04/14/2014 DRAWN BY: ET CHECKED BY: TPP REVISIONS DATE DESCRIPTION BY 02/14 ISSUED FOR ET 2014 90: CD REVIEW 03/03 2014 ISSUED FOR REVISED 907 CD REVIEW RMC 03/12 ISSUED FOR REVISED RMC 2014 907 CD REVIEW 04/08 ISSUED FOR REVISED PK 2014 90% CD REVIEW 04/11 ISSUED FOR PK 2014 100% CD REVIEW 04/14 ISSUED FOR ET 2014 CONSTRUCTION PROJECT: S EA- EDMONDS 100 2ND AVE S EDMONDS, WA 98020 -Am3mi- NOTES: 1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 1/2 INCH HARDWARE PROVIDED. 2. TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. 3. THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE. OPTIONAL DOWNTTILT PIPE MOUNT (TYP) VALMONT MICROFLECT PART #B1001 OR APPROVED EQUAL PANEL ANTENNA (TYP) PART4- REM OTY I DESCRIPTION 1 1 111 TER, POLE, LOWER 1 1 BRACKET, DOWNTILT, POLE 3 1 1 BRACKET, DOWNTILT, ANTENNA 4 6 1 2 X 1 HEX HEAD BOLT 5 5 1 2 SPLIT WASHER 6 2 5 16 X 1 HEX HEAD BOLT 7 2 5 16 SPLIT WASHER 8 4 1 2" THREADED ROD 9 8 1 2" SPLIT WASHER 12 1 2" NUT REMOTE RADIO HEAD (RRH) MODEL: ERICSSON RRUS-12 DIMENSIONS: (HxWxD) 20.4%18.5"0.36" WEIGHT: 58 LEIS RRH MANUFACTURER SUPPLIED MOUNTING BRACKET EXISTING ANTENNA PIPE MOUNT n RRU UNIT A-4 NOT TO SCALE TOWER MOUNTED AMPLIFIER (TMA) DIMENSIONS: (HxWxD) 11.4"x9.9"x6.4" WEIGHT: 27.6 LBS CONNECTION TO MOUNTING BRACKET NPE CLAMP CONNECTION TO ANTENNA MOUNT 1 MOUNTING BRACKET PER MANUFACTURER DETAIL -A REFER TO DETAIL —A TOWER MOUNTED AMPLIFIER NOTES: 1. PROPOSED TOWER MOUNTED AMPLIFIERS (3 TOTAL, 1 PER SECTOR) MOUNTED AT ANTENNAS. 2. CONTRACTOR TO VERIFY WITH MANUFACTURER SPEC'S FOR MOUNTING DETAILS. 3. MOUNTING DETAIL IS SHOWN AS A REFERENCE AND IS SUBJECT TO CHANGE. TMA MOUNTING DETAIL NOT TO SCALE CABLE TRAY WITH COVER 9" RUNGS, 4" LOADING DEPTH. SUPPORT CABLES WITH TIE -WRAPS OR STAINLESS STEEL CLAMP EVERY 6 FT 0 0 0 0 0 0 0 0 PER PLAN 1.. R 1N #2 AWC BTCW GROUND CONDUCTOR ALONG CABLE TRAY AND GROUND AT BOTH ENDS. 2. CABLE TRAYS SHALL BE FREE OF SHARP OBJECTS AND BURRS WHICH COULD INJURE CABLES. COVERS SHALL BE FASTENED USING HOLD DOWN CLIPS. SHEEP METAL SCREWS ARE NOT ACCEPTABLE. HOLD DOWN CLAMP FASTENED TO 4'X4" WITH 3/8" X 2 1/2" LONG LAG SCREWS. 4" X 4" X 22" (FOR 12" TRAY) PVC ROOFTOP SLEEPER. INSTALL EVERY 6'-0" WHEN MOUNT ON ROOF. SET SLEEPER ON ROOFING COMPATIBLE SEALANT TO PREVENT MOVEMENT. RUBBER ROOF PAD MICROFLECT #81637 SURGE SUPPRESSOR MODEL: RAYCAP RCMDC-3315-PF-48 DIMENSIONS: (HxWxD) 25.66"x15.73"x10.25" WEIGHT: 26.9 LEIS (WITH BRACKET) SURGE SUPPRESSOR MANUFACTURER SUPPLIED m m MOUNTING BRACKET of �' TYP. 2-3/8" ANTENNA FRONT MOUNTING PIPE OR PIPE ON ANTENNA MOUNTING FRAME 0.25" U 15.73" 1.61" '° oho N O SIDEfB) fO AI n SURGE SUPPRESSORTIBER DISTRIBUTION BOX (OVP) A-4 NOT TO SCALE D NOT USED A-4 NOT TO SCALE VALMONT MICROFLECT NEW FLASHINGMMETAL ROOFTOP BALLAST FRAME, NEW CRICKET TOPER STRUCTURAL MATCH EXISTINGPOSITIVE CONNECTION PER HEIGHT OF CANTSTRUCTURAL EXISTING CANT NEW FLASHING NEW CANTEXISTING ROOF MEMBRANE OVER 5' RIGID NSUL4TIONNC 4 SIM. A-4PER STRUCTURAL NSULATIONK EXISTING BUILDING PARAPET FLASHING AT ROOF SLEEPERS n A-4 NOT TO SCALE SURGE SUPPRESSOR MODEL: RAYCAP RCMDC-1064V-PF-48 DIMENSIONS: (HxWxD) 20.5B"x10.15'x8.15" WEIGHT (WITH MOUNT): 14.0 LBS SURGE SUPPRESSOR MANUFACTURER SUPPLIED MOUNTING BRACKET TYPICAL 2-3/8" ANTENNA MOUNTING PIPE OR PIPE ON ANTENNA MOUNTING FRAME FRONT B� ,5"� 1� s� BOTTOM n SECTOR SURGE SUPPRESSOR @ ANTENNA A-4 NOT TO SCALE NOT USED A-4 NOT TO SCALE NEW MOUNT SET MOUNT IN BED OF SEALANT SLEEPER PER STRUCTURAL FASTEN •VER " PLACE FLASHING& FEATHER EXISTING ROO _m MEMBRANE • �� COMPATIBLE FLASHING D.C. MIN. MEMBRANE (SEAL AS REQD. AS PER MANUFACTURES SPECIFICATION CANT STRIP 12" MIN •• •i .♦i4 •iiii� ♦ ♦1i•♦♦♦ .•i• •r ♦ i 1 EXISTING SYSTEM FLASHING DETAIL SLEEPER JY�j ,2 NOT USED A-4 NOT TO SCALE RECEIVED APR 17 2015 DEVELOPMENT SE COUNTER PLANS PREPARED FOR: Q() /'W W C 0 1 PLANS PREPARED BY: loomlil Fm 03 om o n ® it fl mm ® l E Sol Q d KD ARCHTECTS.ENGINEERS, P.C. 4720 200TH STREET SW SUITE 200 LYNNWOOD, WA 98036 PHONE: 425.670.8651 FAX: 425.712.08" LICENSURE: 5773 REGISTERED IRCHI CT STATE OF WASHINGTO DATE: 04/14/2014 DRAWN BY: ET CHECKED BY: TPP REVISIONS DATE DESCRIPTION BY 02/14 2014 ISSUED FOR 90: CD REVIEW 03/03 2014 ISSUED FOR REVISED 90: CD REVIEW RMC 03/12 2014 ISSUED FOR REVISED 90: CD REVIEW RMC 04/08 2014 ISSUED FOR REVISED 90: CD REVIEW PK 04/11 2014 ISSUED FOR 100% CD REVIEW PK 04/14 2014 ISSUED FOR CONSTRUCTION ET PROJECT: S EA- EDMONDS 100 2ND AVE S EDMONDS, WA 98020 1 A=41 1...NNE 1W SHROUD TO BE PAINTED TO MATCH EXISTING BUILDING METAL STORE FRONT / j FRAME IYP. EXISTING OVERHANG ABOVE EXISTING METAL PANEL CORNER I I NEOPRENE SEAL / NEW 3"0 GALV. METAL CONDUIT WITH / CLAMP UP TO 4' HT. UNISTRUT 0 4'-0" O.C. FOR SUPPORT j AT CONDUIT 7 EXISTING CABLE CHASE OF OTHERS / AS EXISTING 3" POWER CONDUIT �• EXISTING CONDUIT OF OTHERS I � \ NEW HYBRID CABLE INSIDE \ \ 3"0 CONDUIT NEW SEALANT AND CLAMP 1-5/8"X1-5/8"X12" GALV STEEL UNISTRUT AROUND PENETRATION 0 4'-0" O.C. FASTENED TO STEEL CORNER FOR SHROUD ATTACHMENT 3"0 CONDUIT AT GRADE THROUGH CONCRETE OVER ATTACHED SHROUD FOR CABLES TO FACE OF PAN DECK, SEALANT AND EXTERIOR WALL, STOP JUST BELOW EAVE CLAMP AROUND PENETRATION TO MATCH EXISTING n CABLE SHROUD DETAIL A-5 NOT TO SCALE t6" 4-1/2- BUILDING WALL EXISTING WEATHER HEAD & / POWER LINE I � 4-1/2" STORE FRONT WINDOW FRAME / STOP CONDUIT AT 4' HT. UNISTRUT 0 4'-0" O.C. FOR SUPPORT AT CONDUIT NEW HYBRID CABLE INSIDE 3"0 CONDUIT NEW 3"0 CONDUIT WITH CLAMP i ATTACHED SHROUD FOR CABLES TO FACE OF WALL, STOP JUST BELOW EXTERIOR EAVE • ° 3"0 GALV. METAL CONDUIT AT • - GRADE THROUGH CONCRETE • OVER PAN DECK SEALANT AND CLAMP • - AROUND PENETRATION PIPE PENETRATION A-5 CABLE SHROUD - SECTION A-5 NOT TO SCALE NOTE:.. CONTRACTOR TO X-RAY PRIOR TO DRILLING OR CORING TO LOCATE (E) RE -BAR AND CONDUITS. DO NOT CUT RE -BAR OR CONDUITS. 2. CONTRACTOR TO INSURE WATER TIGHTNESS AT ALL FLOOR PENETRATIONS. FILL INSIDE OF CLAMP WEATHERTIGHT WITH CONDUIT FLOOR SEALANT CLAMP. TIP. -- . a° ' ��' a �. (E) CONCRETE '••• a. • CONDUIT PER PLAN FLOOR (4"0 MAX.) WEATHERTIGHT WITH (E) METAL DECKING SEALANT CONCRETE FLOOR PENETRATION A-5 NOT TO SCALE RECEIVE APR 17 2015 DEVELOPMENT SERVICES COUNTER PLANS PREPARED FOR: rW n1 i 5- 0 "s PLANS PREPARED BY: Em Muni 0 Sol[ d KDC ARCHITECTS.ENGINEERS, P.C. 4720 ZWTH STREET SW SUITE 200 LYNNWOOD, WA 98036 PHONE 425.670.8651 FAX: 425.712.0846 LICENSURE: 1773 REGISTERED I RCHI CT STATE OF WASHINGTO DATE: 04/14/2014 DRAWN BY: ET CHECKED BY: TPP REVISIONS DATE DESCRIPTION BY 02/14 ISSUED FOR ET 2014 90: CD REVIEW 03/03 2014 ISSUED FOR REVISED 90: CD REVIEW RMC 03/12 2014 ISSUED FOR REVISED 90: CD REVIEW RMC 04/08 ISSUED FOR REVISED PK 2014 907 CD REVIEW 04/11 2014 ISSUED FOR 100% CD REVIEW PK 04/14 2014 ISSUED FOR CONSTRUCTION ET PROJECT: S EA- EDMONDS 100 2ND AVE S EDMONDS, WA 98020 STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION, AS AMENDED BY THE LOCAL JURISDICTION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOAD: ANTENNA FRAME: 400 LEIS MAX EA FRAME APPURTENANCE WEIGHT: 400 LBS TOTAL MAX EA FRAME WIND LOAD: 110 MPH, EXPOSURE D F=qh x Gcr=40 PSF qz=34.7 PSF (Kz=1.25, Kn-1.0, K4=0.90) I=1.5 (COMM EQUIPMENT) Ga=1.9 (h<6(r) SEISMIC LOAD: SEISMIC DESIGN CATEGORY D. SOIL TYPE Sd Fp == L1+2hx/hr) W p = 0.435 Wp (ASD) ap= 1.0 (COMMUNICATIONS EQUIPMENT) Rp=2.S (COMMUNICATIONS EQUIPMENT) Sds = 0.947 (Ss -1.270 & Fa -1.00 BASED ON IAT./LONG.) Ip=1.S (COMM EQUIPMENT) hx/hr -1.00 QUALITY ASSURANCE PLAN A QUALITY ASSURANCE PLAN SHALL BE IMPLEMENTED TO VERIFY INSPECTIONS AND OBSERVATIONS ARE COMPLETED AS REQUIRED FOR THE LATERAL FORCE RESISTING SYSTEMS IN ACCORDANCE WFFH SECTIONS 1705 AND 1706 OF THE IBC. SUPPORTING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTORTO THE BUILDING OFFICIAL TO ACKNOWLEDGE THEIR AWARENESS OF THESE REQUIREMENTS. SPECIAL INSPECTION IS ONLY AS REQUIRED BY THE LOCAL JURISDICTION. STRUCTURAL OBSERVATION BY THE ENGINEER IS NOT REQUIRED. STRUCTURAL STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. SHAPES SHALL CONFORM TO ASTM A992, Fy - 50 KSI. PLATES, ANGLES, AND RODS SHALL CONFORM TO ASTM A36, Fy =36 KSL STRUCTURAL TUBING SHALL CONFORM TO ASTM ASDO GRADE B, Fy = 46 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B, Fy = 35 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N. BOLTS SHALL BE 3/4"0 MINIMUM, U.N.O. ANCHOR BOLTS SHALL CONFORM TO ASTM A307. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. WELDING WELDING SHALL CONFORM TO AWS "STRUCTURAL WELDING CODE", 2000 EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.81N AWS D1.1, 2000 EDITION. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.9.1 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NOS 9.1.2. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERECONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER - EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALLVERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECTTO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. PLAN NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS & FRAMING SHOWN FOR COMPATIBIUTY PRIOR TO WORK. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETELY SEALING AREAS WHERE EX. ROOF MATERIAL 15 PENETRATED OR REMOVED. PROVIDE FLASHING AS SPECIFIED BY ARCH. PROVIDE CRICKETS TO DIRECT ROOF RUN-OFF AROUND SLEEPER. 3. ALL STEEL SHALL BE HOT DIP GALV. U.N.O. 1 RCA�v3/32"=1'-0"•' VE APR 17 201 PLANS PREPARED FOR: W i r N 1 - PLANS PREPARED BY: C �Wl` ENGINEERING 250 4TH AVE. S.. SUITE 200 EDMONDS. WASHINGTON 98020 PHONE (425) 778— OO FAX (425) 778-5536 LICENSURE: �Sf OV O*/ 14 DATE: 04/03/14 DRAWN BY: JCS CHECKED BY: MTM REVISIONS DATE DESCRIPTION BY 04/03 2014 ISSUED FOR PERMIT MTM PROJECT: SEA- EDMONDS 100 2ND AVENUE S EDMONDS, WA 98020 sm L;UUN 1 tK NOTES: 1ALL STEEL SHALL BE HOT DIP GALV UNO. 2. NO BALLAST REQUIRED FOR THIS INSTALLATION. 3. RIP SLEEPERS AS REQUIRED FOR LEVELING. 4. REFER TO ARCH DWGS FOR FLASHING AT SLEEPERS. PROVIDE CRICKETS AS REQUIRED. S. FRAME & SLEEPER SYSTEM DESIGN FOR 24 FT ANTENNA WIND AREA. 6. ATSIM SECTION ANTENNA SKID IS ROTATED 90-. PROPOSED APPURTENANCES PER ARCH DWGS WITH SIZE NOT TO EXCEED DESIGN LOADS. 2" STD PIPE MOUNT 1/2"0 U-BOLT, TYP VALMONT MICROFLECT ROOFTOP BALLAST FRAME, PRODUCT NO 99547 - SLEEPER PER PLAN -112"0 COU NTERSUNK THRU BOLT WITH BACKING PL 3/16 x 3 x lb" ON UNDERSIDE OF DECK. (6) REQDTHIS SLEEPER. EX ROOF MEMBRANE OVER 5" RIGID INSULATION -EX METAL DECK 1/2"0 LAG SCREWS @ 24" OC SECTION SECTION 1 SCALE: 1/2" =1'-0" SCALE: 1/2" NOTE: AT SIM SECTION ANTENNA SKID IS ROTATED 90'. PROPOSED APPURTENANCES PER ARCH DWGS, TYP 1/2"0 U-BOLT, TYP 2' STD PIPE, TYP MICROFLECT 99547 ROOFTOP BALLAST FRAME 1/2"0 LAG SCREW @ 24" OC PLAN. ROOF T1 1/2"0 COUNTERSUNK THRU BOLT WITH BACKING PL 3116 x 3 x V-O" ON UNDERSIDE OF DECK. (2) REQD THIS SLEEPER. �e,Nf�w �e015 APR 1 "7 2 sE��Es ®VE�O OUN�(ER PLANS PREPARED FOR: n� W F4 PLANS PREPARED BY: C lllm ENGINEERING 250 4TH AVE. S.. SURE 200 EDMONDS. WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-553S LICENSURE: p41� F 4W� ZONAL 04/0''/14 DATE: 04/03/14 DRAWN BY: JCS CHECKED BY: MTM REVISIONS DATE DESCRIPTION BY /03 2014 ISSUED FOR PERMR MTM PROJECT: SEA- EDMONDS 100 2ND AVENUE S EDMONDS, WA 98020 fI � NOTES, 1. CONTRACTOR TO VERIFY CONDITION OF EXISTING GROUNDING WIRE AND REPLACE IF NEEDED. 2. GROUNDING SHOWN IS TYPICAL AND APPLIES TO EACH SECTOR (2)ANTENNA GROUNDING PLAN D 2' 4' E-1 SCALE FOfl 24x36: 1/2"= 1'-0" SCALE FOR 11%17: 1/4" = 1'-0' 1' 3' N 0 R T H El STRANDED CU WIRE WITH GREEN, 60OV, THHN/THWN INSULATION. S1ZE AS SPECIFIED PANI SCHEME SPECIFICATIONS: GROUND BAR ON WALL, PRODUCER (P) FLOOR OR ON ANTENNA CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCE TOWER GROUND BAR (CEGB), MAIN DISTRIBUTION FRAME GROUND BAR (MDFB), AND STANDBY ENGINE —GENERATOR SET FRAME AND OTHER NOISE PRODUCING EQUIPMENT ABSORBER (A) O O O O O O000 CONNECTS TO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRAL OFFICE GROUND GRID, BUILDING STRUCTURAL GROUND. OMETALLIC O O O O k3/8'-16x WATER PIPE SYSTEM, ANTENNA SUPPORTING O STRUCTURE GROUND SYSTEM, AND ELECTRICAL SERVICE O OENTRANCE GROUND CONNECTS TO EQUIPMENT NOT IN AN ISOLATED GROUND ZONE TWO —HOLE LUG, (IGZ) SUCH AS CBN EQUIPMENT FRAME GROUNDS AND DC BAR USI GROUND CONDUCTORS FOR OC POWER SYSTEMS THAT SERVE 1/4"STAINLESSSCBN OR BOTH CBN AND IBN EQUIPMENT NGROUND BOLTSAND HARDISOLATED (1) CONNECTS TO THE SINGLE POINT CONNECTION BAR (SPCB), FOR _-CAD WELD WITH f4/0 STRANDED CU WIRE IBN EQUIPMENT WITH GREEN, 60OV, THHN/THWN INSULATION • GROUND BARS AT BOTTOM TO ANTENNA STRUCTURE, BUILDING, RING OF TOWERS OR MONOPOLES GROUND OR MGB SHALL USE EXOTHERMIC CONNECTION. n GROUND BAR CONNECTION. E-1 NOT TO SCALE Ol EXISTING ANTENNA GROUND BAR (AGB) AT ANTENNA,TYP. O EXISTING AGB TO MGB GROUND CONNECTION, TYP. OEXISTING ANTENNA TO AGB GROUND CONNECTION, TYP. E V O4 CONNECT NEW ANTENNA TO AGB WITH f2 BTCW. TYP. O CONNECT NEW SURGE SUPPRESSOR TO AC13 WITH f2 BTCW. TYP. OB CONNECT NEW RRU UNIT TO AGB WITH f2 BTCW. 7YP. O7 CONNECT NEW TMA UNIT TO AGB WITH f2 BTCW. TYP. I. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ME DESIGN AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES 2. ALL GROUNDING SHALL CONFORM TO THE CURRENT VERIZON WIRELESS STANDARDS 3. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED 4. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY W THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 5. PRET ICATED SHELTER WILL BE PROVIDED WITH INTERNAL WIRING AND EQUIPMENT INSTALLED FOR COMPLETE !NiERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY SHELTER MANUFACTURER. 6 FOR INTERIOR EQUIPMENT LAYOUT AND LOCATION, SEE SHELTER MANUFACTURER'S DRAWINGS AND SPECIFICAnON. IN CASE OF CONFLICT THE DRAWINGS GOVERN. 7 ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). 8 ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING TWO (2) HIGH PRESS CRIMPS. 9 ALL ExOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP Q HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. 10. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ALL EXTERIOR GROUND CONNECnONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 11. ALL EXTERIOR GROUND CONDUCTORS SHALL BE Y2 AWG TIN PLATED COPPER UNLESS OTHERWISE INDICATED. 12. GROUND R005 SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL 5/8'0 10-FT LONG. AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE OR 6' BELOW MOST LINE FOR MAXMUM DEPTH. 13. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK 10 BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 14. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45, BENDS CAN BE ADEQUATELY SUPPORTED. 15. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6- MINIMUM BELOW THE MOST UNE 16 INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF V-O' FROM EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE. 17 COTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT 4WTH A COLD GALVANIZED SPRAY. 18. OBSERVE NEC. AND LOCAL UTILITY REOUREMENTS FOR ELECTRICAL SERVICE GROUNDING 19. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM) 70. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EMCEED 5 OHMS. 21 MINIMUM BENDING RADIUS FOR GROUNDING CONDUCTORS IS 8" WHEN BENDING IS NECESSARY. GROUND CONDUCTORS ARE TO BE AS STRAIGHT AS POSSIBLE. 22. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 23 ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 24 CROUND BARS SHALL NOT BE FIELD MODIFIED. 25 ALL HORIZONTAL FENCE SECTIONS TO BE GROUNDED WITH 8" SINGLE BARREL GROUND STRAPS 26 USE PAM SCHOIE FOR LOADING ON MOB AS DISCUSSED IN NSID 119. 33 & 36. 27 ALL WORK TO COMPLY WITH 2O05 MOTOROLA R56 INSTALLATION STANDARD GUIDELINES FOR GROUNDING V LEGEND 1— COPPER GROUND BABY• "X 4"X 20", NEWTON INSTRUMENT CO. CAT. NO. 8-6142 OR EQUAL HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS) 2— INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO TOWER/MONOPOLE STRUCTURE. CONNECTION TO TOWER/MONOPOLE STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. 3— 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015—B OR EQUAL 4— WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 OR EQUAL 5— 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 OR EQUAL NOT TO NOTES: I. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHER PROOFING SHALL BE ANDREWS. (TYPE & PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) TO ANTENNAS JUMPER REQIMONOPOLE.DER. RXI ONLY FOR 1 5/8"0 COAXTXO FOR EASE )FWEATHERPROOFING CONNECTIONKIT (TYP.) (TYP.) STANDARD GROUND 5CONNECTOR KR (TYP.) (SEEWEATHERPRONOTE)E-1KIT (NOTEANTENNA CABLE SEE NOTE 2TO SHELTER (T)P.) r—ANTENNA GROUND fe AWC BAR. SIMILAR TO K16-057. MOUNT f2DED, GROUNO BAR NEAR INNGED TOP OF MONOPOLE, TOEL TOWER OR WAVEGUIDE OR LADDER. nANTENNA GROUND BAR E-1 NOT TO SCALE PLANS PREPARED FOR: W ^1, 3 \555 O 1_ PLANS PREPARED BY: milmo9 .__9 F__ 9 A KDC ARCHTTECTS.ENGINEERS, P.0 4720 200TH STREET SW SUITE 200 LYNNWOOD, WA 98036 PHONE 425.670.8651 FAX: 425.712.08" UCENSURE: rLSM D. C ry74 �k�pF OPr18232 visit EXPIRES: 0UM015 DATE: 04/14/2014 DRAWN BY: ET CHECKED BY: TPP REVISIONS DATE I DESCRIPTION BY 02/14 ISSUED FOR Er 2014 90% CD REVIEW 03/03 ISSUED FOR REVISED RMC 2014 90R CO REVIEW /12 ISSUED FOR REVISED RMC 2014 90% CO REVIEW 4/08 ISSUED FOR REVISED PK 2014 90% CO REVIEW 04/11 ISSUED FOR PK 2014 IOOR CD REVIEW 04/14 ISSUED FOR ET 2014 CONSTRUCTION PROJECT: SEA- EDMONDS 100 2ND AVE S EDMONDS, WA 98020 F-ElE.1 .0 li DEVELOPMENT SERVICES COUNTER CITY OF EDMONDS BUILDING DEPA TIVI NT WORK ADDRESS � Z"d OWNER APPROVED DATE: "� - (5 BLDG. OFFICIAL 7I PERMBT NUM 1ER _ 20��- C) The proposed alterations to the existing facility PPRO D BY PLANN)N satisfy the requirements for alterations to nonconforming wireless facilities in ECDC 20.50.010.F S �y and 17.40.020.J as approved in Ordinance 3961. STREET FILE RECEIVED APR 17 2015 DEVELOPMENT SERVICES COUNTER r e ;;"jr^DOS d a•:?'atlC'•^:S?7 Li1B e.xIit: :! g'ac, satisfy ttie eG'U �f%_rt5 fc; , to r.Ci10-0.^!--^iry fir -.10.ci'02acl_v Sp rint° EDMONDS 100 2ND AVE S 0 P, smartlink Sprint' PROJECT INFORMATION: EDMONDS CITY OF EDMONDS SE03XC552 BUILDI (3 DEPARTMENT 100 2ND AVE S A � EDMONDS, WA 98020 WORK .Gl Gt� /,L1L ADDRESS OWNER _ APPROVED DATE: 3 �'1 S BLDG. OFFICIAL EDMONDS, WA 98020 I PERMIT NUMBER , 7 �Fj 2� I S D2S I LIRBYPLA3 ��G(s SITE NUMBER: SE03XC552 LATITUDE 47.811708 LONGITUDE-122.381023 STKPEET FILE GENERAL LOCATION MAP DRIVING DIRECTIONS PROJECT TEAM PROJECT DESCRIPTION DRAWING INDEX • ` �+ i-+ua i t C. • ^ 4 rY^^+ r frA1/ F • i • FROM SPRINT OFFICE IN BELLEVUE WASHINGTON: 1 HEAD NORTH WILLOWS RD NE 12 MI 2 TURN LEFT ONTT O NE ST 1.2 MI 3 SLIGHT RIGHT TO MERGERGE ONTO "OSN 10.1 MI 4 TAKE THE INTERSTATE 5 S EXIT TOWARD SEATTLE/LYNNWOOD 09 MI 5. KEEP RIGHT TO CONTINUE TOWARD 199TH ST SW 0.4 MI 6. KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR WASHINGTON 524 W AND MERGE ONTO 196TH ST SW 3.6 MI 7. CONTINUE ONTO PUGET DR 0.8 MI 8. CONTINUE ONTO 9TH AVE N 02 MI 9. CONTINUE ONTO CASPERS ST 0.3 MI 10. SLIGHT LEFT ONTO 3RD AVE N 0.5 MI CONTACT TITLE CONTACT INFORMATION SPRINT PROPOSES TO INSTALL (3) NEW ANTENNAS KMW tET-X-WM-18656P 6 (3) NEW SAMSUNG 2.SGHz RRH UNITS. ADD (1) T.SGHz RADAR FILTER TO GAMMA SECTOR. DWG: DRAWING DESCRIPTION: T-1 TITLE SHEET 8 PROJECT DATA G1 GENERAL NOTES G2 GENERAL NOTES A-1 OVERALL SITE PLAN A-1.1 ENLARGED SITE PLAN A-12 ENLARGED EQUIPMENT SITE PLAN DWG: DRAWING DESCRIPTION: RECEIVE PROPERTY HARBOR BUILDING OF EDMONDS TWO, OWNER: LLC SEAT S 194TH STSEATAC, WA 98188 RICHARD HASSEN- (206)6246939 PROGRAM SPRINT MANAGER: KRIS CONAXIS 10545 WILLOWS RD. SUITE 200 REDMOND, WA 98052 PHONE: (206) 3106732 E4mone+ r.n t„b, " t t ." 11. TAKE THE 3RD RIGHT ONTO MAIN ST 308 FT 12. TURN LEFT ONTO 2ND AVE S A-2 EXISTING SITE ELEVATION CONSTRUCTION SPRINT PROJECT INFORMATION THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. SPRINT CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY BY AT&T EMPLOYEES AND THE WORK HANDICAPPED PE ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITH DISABILITIES ACT (ADA), APPENDIX 8 SECTION 4.11. (5NB), THIS FACILITY IS EXEMPT FROM THAT ACT. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT THIS LOCATION. SPRINT MAINTENANCE CREW (ONE PERSON) WALL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER TRIP. � - Iti �•• r ra.`Mj ::.-w �, Q-^*�+k• J ems. � n ® 4 I ! N g $ ir. PROJECT lOS ZACHLOWSR MANAGER: 10545 WILLOWS RD, SUITE 200 REDMOND, WA MW PHONE: (425) 387-2404 A-2 PROPOSED SITE ELEVATION A-3 GENERAL DETAILS A. ANTENNA PLANS& SCHEDULE E-1 ELECTRICAL GROUNDING PLAN FEB 2 4 2015 DEVELOPMENT SERIIii COUNTER ZONING INFORMATION SITE NUMBER: SE03XC552 SITE NAME: EDMONDS CONSULTING B.J. BOTHA AVEP.E. ENGINEER: 760780TH VNE MARYSVILLE, WA 98270 MOBILE d: 208.851-1108 SITE ADDRESS: 100 2ND AVE S EDMONDS, WA 98020 PARCELd: 00454800200901 CURRENT ZONING: BC VICINITY MAP JURISDICTION: CITY OF EDMONDS SITE SMARTUNK ACQUISITION: KATIE JOHNSON PHONE d (206) 604-T760 4-1-CALL 3 WORKING DAYS BEFORE YOU DIG 1 -;,f 1-800-424-5555 UTILITIES UNDERGROUND LOCATION CENTER (ID,MT,ND,OR,WA) - DEC MC -RED Imo . WH m +wi BE 1i� .�QyOW SEWER - GREEN Na EA E a�; n o" GkWIILY ' g '°^-u"' °'rC1 �� ,� hy", ` GOVERNING CODE: 2012 IBC BURDINGTYPE: - SITE TYPE: UNSTAFFED TELECOMM FACILITY ZONING: SMARTLINK AMANDA HOFFMAN UTILITY PURVEYOR CODE COMPLIANCE © - �� P0'✓Oao1 L°p1p1P`9 a.d.+r.l.r.°wn cam.c«v.rY u+n-rrn.• g uwa u..+r rj� PHONEd (503)478-7883 wRVEv�RNc TWCAN-ORANGE POWER COMPANY: SNOPUD TELCO COMPANY: FRONTIER ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING ON THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: APPROVAL/SIGN OFF OF CONSTRUCTION DRAWINGS REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED. ' _ �r-u.,�m^rw. u...,• Lr..><_ 20121NTERNATIONAL BUILDING CODE 20121NTERNATIONAL MECHANICAL CODE LEGAL DESCRIPTION CONSULTANT GROUP SIGN OFF GEPHARTS 1ST ADD TO EDMONDS BLK 002 D01 -ALL OF LOT 9 8 10 LANDLORD'S REPRESENTATIVE: DATE: B q ur aeawm e 2012 INTERNATIONAL FUEL GAS CODE t cn.m.,.ur •r,. M,4 _ .(] +''+'+q S/ .. fDie� ^�`"` LESS W 17 FT OF N4OFT 2012 NFPA 54 - NATIONAL FUEL GAS CODE (PROPANE INSTALLATIONS ONLY) 2011 NFPA 58 - LIQUEFIED PETROLEUM GAS CODE CONSTRUCTION MANAGER: DATE: CONSTRUCTION PROJECT MANAGER: DATE. L ram" nm n /• nr lams. - (PROPANE INSTALLATIONS ONLY) 2012 INTERNATIONAL FIRE CODE PROJECT MANAGER: DATE: .n m+„ew4 csere..a,x, � n eae+n„�, — 201UNIFORM PLUMBING CODE 201, NATONAL ELECTRICAL CODE 200E NATIONAL ELECTRIC SAFETY CODE UUIL IING CODE ORDINANCES LOCAL BUILDING SITE ACQUISITION: DATE: ZONING: DATE: RF ENGINEER: DATE: ' r^ NFPA-101 - LIFE SAFETY CODE BUILDING PERMIT I NO. DATE. DESCRIPTION. CNK. I my. Q10212014 REV.PER REDLINES BJT Q10/132014 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 JL BJ O OF w,5'y 4115 �e d 2 7 INSTALL (3) NEW ANTENNAS, (3) NEW EQUIPMENT 8 (1) RADAR FILTER. =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. TITLE SHEET =DRAWING NUMBER: Tol STRUCTURAL STEEL NOTES: 1 ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: WSHAPES: ASTM A992, 50 KSI ANGLES, BARS CHANNELS ASTM A36, 36 KSI HSS SECTIONS: ASTM 5D0, 46 KSI PIPE SECTIONS: ASTM A53-E, 35 KSI 2 ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3 ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.41N THE AISC 'MANUAL OF STEEL CONSTRUCTION'. PAINTED SURFACES SHALL BE TOUCHED UP. 4 NONSTURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5V • ASTM A 307 BOLTS UNLESS NOTED OTHERWISE.. 5 FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. STRUCTURAL CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05, ACI 318-05 AND THE SPECIFICATION FOR CASTAN-PLACE CONCRETE. 2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH Tc�3,000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3 REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS W AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 4 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH...............3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: 96 AND LARGER.......... ....21N f5 AND SMALLER 8 W WF............I IQ IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL..............3/4 IN BEAMS AND COLUMNS........ ...I VZ IN. 5 A 3l4' CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 42.4 6 HOLES TO RECEIVE EXPANSIONAVEDGE ANCHORS SHALL BE 1/8' LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7 USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO B MANUFACTURERS WRITTEN RECOMMENDED PROCEDURES. CONCRETE MASONRY NOTES: 1 CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, (FM=1,500 PS). MEDIUM WEIGHT (115 PCF). 2 MORTAR SHALL BE TYPE B' (MINIMUM 1,800 PSI AT 28 DAYS). 3 GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRNGTH OF 3,000 PSI AT 28 DAYS. 4 ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 5 ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR UNTEL BEAM UNITS. 6 WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-12' BELOW TOP OF THE UPPERMOST UNIT. 7 ALL BOND BEAM BLOCK SHALL BE "DEEP CUT'UNITS. 8 PROVIDE INSPECTION AND CLEAN -OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'-0' OF HEIGHT. 9 ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 10 CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS -SEE NOTES UNDER'STRUCTURAL CONCRETE NOTES' FOR REQUIREMENTS. 12 PROVIDE ONE BAR DIAMETER (A MINIMUM OF lrn GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13 LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14 HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND SECTION 2104.6.1 OF U.B.C. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTEED IN THE DRAWINGS OR SPECIFICATIONS 16 CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL 17 REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND JOINT TYPE. 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED. FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKAU OR ORGANIC MATERIAL. 19 BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. WEATHERPROOFING NOTES: STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS: A ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE PER THE FOLLOWING INSTRUCTIONS. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY X' AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW; OR 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICALBUiYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.51NCH WADE SELF -AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW. B. COLD SHRINK INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE-2 INCHES WADE. 2 REQUIRED TOOLS: KNIFE AND TAPE MEASURE STEP 1 THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK. STEP 2. SLIDE THE COLD SHRINK TUBE OVER THE PRECONNECTORIZED END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER HALVES TOGETHER. THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. STEP 4 SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. STEP 5 WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED CORD AWAY FROM THE TUBE. STEP 6 USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. STEP 7 EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. STEP 8 WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE 21NCH WIDTH OVERLAPPING EACH ROW BY 12 INCH. THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED EFFECT. THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: 1 REQUIRED MATERIAL' BLACK ELECTRICAL TAPE-2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1 THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. WRAP CONNECTORIGROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE-2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 12 INCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. STEP 2 WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 12 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE. ON CONNECTORS, WHEN WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. STEP 3. WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE ELLED E R P AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. D. SELF -AMALGAMATING TAPE INSTALLATION PROCEDURE 1, REQUIRED MATERIAL: SELF -AMALGAMATING TAPE-1.5 INCHES WIDE AND BLACK ELECTRICAL TAPE -2INCHES WIDE 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1 THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. STEP 2 START WRAPPING SELF -AMALGAMATING TAPE ON THE CABLE AT LEAST 21NCHES FROM THE CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION. STEP 3 WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF. STEP 4- CONTINUE WRAPPING THE CABLE AND CONNECTORIGROUND KIT USING HALF OVERLAP (0.75INCH WIDE) LAYERS. STEP 5 WRAP OVER AND PAST THE CONNECTORIGROUND KIT AT LEAST 2INCHES. STEP 6: TO TERMINATE THE SELF -AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF -AMALGAMATING TAPE USING THUMB PRESSURE. STEP 7 TWO ROWS OF SELF -AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED. STEP 8: WRAP OVER SELF -AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL TAPE- 21NCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT. THE LAYERS SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE SELF -AMALGAMATING TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. ELECTRICAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WIDRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK UNTIL THE CONSTRUCTION MANAGER HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER A TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO: A UL-UNDERWRITERS LABORATORIES B. NEC - NATIONAL ELECTRICAL CODE C. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D, OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT E. IBC - INTERNATIONAL BUILDING CODE F. NFPA - NATIONAL FIRE CODES 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH CONSTRUCTION MANAGER' ANY SIZES AND AND LOCATIONS WHEN NEEDED. S. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 7. THE TERM 'PROVIDE' USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL S. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ' ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THW/N INSULATION. 10 OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WETIDAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND - INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION, SET FORTH BY SPRINT. 13 ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER, 14 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TOAVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15 CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 16 THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. 17 ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19 DITCHING AND BACK FILL CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILUNG AND COMPACTION. REFER TO NOTES AND REQUIREMENTS, EXCAVATION, AND BACKFILLING. 20 MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE UST OF U.L APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. 21 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22 ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE CONSTRUCTION MANAGERUPON FINAL ACCEPTANCE. 23 THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 24 DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25 ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS'NO-OXIDE A' BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26 REACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 -1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS -200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. FIGS CONDUITS WHEN SPECIFIED, SHALL MEET ULS FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH'BRITE ZINC' OR'GOLD CALV. 27 SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28 CONDUCTORS: CONTRACTOR SHALL USE 98%CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG USE STRANDED CONDUCTORS FOR WIRE ABOVE NO.8 AWG 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO.8 AWG AND LARGER. 30. SERVICE: 240/12DV, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WALL APPLY FOR POWER. 31 TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED ON DRAWINGS. 32 ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2'DEPTH. 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12' BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ'CAUTION BURIED ELECTRIC'OR BURIED TELECOM'. 34 ALL BOLTS SHALL BE STAINLESS STEEL RECEIVE® FEB 2 4 2015 DEVELOPMENT SERVICESI COUNTER Sprint)lp =PROJECT INFORMATION: EDMONDS SE03XC552 100 2ND AVE S EDMONDS, WA SM20 BUILDING PERMIT NO. DATE. DESCRIPTION. CHR. N1/. Q10212014 REV. PER REDUNES BJT Q10/132014 ISSUED DESIGN REVIEW BJT LPLANS PREPARED BY: ) B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHK BY: JL Bd �.'(HOAf 24115 C'' iF W%ASy qJ` e i sJX�NN.l:CV INSTALL (3) NEW ANTENNAS, (3) NEW EQUIPMENT RADAR FILTER. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. GENERAL NOTES Gml GENERAL CONSTRUCTION NOTES: I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 4. THESE DRAWINGS SHOW THE COMPLETED PROJECT ONLY AND DO NOT INCLUDE COMPONENTS THAT MAY BE NECESSARY FOR CONSTRUCTION SAFETY. S. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY TRK ENGINEERING LTD. 7. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES. 8. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAY, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY. CONFIRM THE EXACT ROUTING WITH THE ON -SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK 9. THE GENERAL CONTRACTOR SHALL ENSURE THE STABILITY OF THE STRUCTURAL COMPONENTS AND THE STRUCTURE AS A WHOLE DURING ALL STAGES BY TEMPORARILY SUPPORTING AND BRACING AS NECESSARY UNTIL COMPLETION OF THE PROJECT. 10 THE USE OF THESE DRAWINGS IS STRICTLY LIMITED TO THE INSTRUCTION NOTED IN THE REVISION BLOCK OF THESE DRAWINGS AND SHALL BE USED FOR CONSTRUCTION ONLY WHEN THE DRAWING RAS BEEN ISSUED FOR CONSTRUCTION'. 11 DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 12 CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 13 CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 15. CONTRACTOR SHALL COORDINATE HIS WORK NTH THE SUPERINTENDENT OF BUILDINGS 8 GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 16 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 17 INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 18 MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 19 WHEN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE), LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 20. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE -CONSTRUCTION CONDITION OR BETTER. 21. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L LISTED AND FIRE CODE APPROVED MATERIALS. 22. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 23, MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 24. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK SUBJECT TO THE APPROVAL OF THE ENGINEER. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSTION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 26. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. 27. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDE CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 28. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED, WITHOUT WRITTEN APPROVAL FROM TRK ENGINEERING LTD. FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. 29. ALL ITEMS NOT LISTED AS'EXISTING' OR'PROVIDED BY OTHERS' ARE TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR SITE WORK NOTES: 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 3, SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIORTO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HISIHER OWN RISK AND EXPENSE. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95%OF MAXIMUM STANDARD PROCTOR DRY DENSITY. 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFFSITE BY THE GENERAL CONTRACTOR. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFILICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 16, ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPAY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. ANTENNA & COAX NOTES: 1 VERIFY EACH COAXIAL HYBRID CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH SAMSUNG. 2, THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER HAS BEEN ESTIMATED ON SHEET A-4. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY SAMSUNG. 3, ALL MAIN CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS: A, NEAR ANTENNA RAD CENTER ELEVATION, B MIDDLE OF TOWER (MID-HEIGH OF ANTENNA), IF CABLE RUN IS OVER 200. C. BOTTOM OF TOWER, D. AT MASTER GROUND BAR T-W FROM MMBSSBU CABINET 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 AND IN ACCORDANCE WITH SPRINT SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1 AND AS FOLLOWS: A. MAIN UNE COLOR BANDS SHALL BE 2' WIDE. MAINTAIN 1' SPACING BETWEEN COLORS. B FREQUENCY COLOR BANDS SHALL BE 2' WIDE WITH NO SPACE BETWEEN COLORS. C, JUMPER COLOR BANDS SHALL BE 1' WIDE WITH 1' SPACE. D START COLOR BANDS 2'BEYOND WEATHERPROOFING. E START SELECTOR COLOR NEXT TO END CONNECTORS. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE ANTENNA SCHEDULE SHEET A 4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. PROVIDE AT LEAST 6' OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. FOUNDATION, EXCAVATION AND BACKFILL NOTES: ALL FINAL SLOPES A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL 1. NAL GRADED LOPE SHALL BE 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. 3, CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL IF INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4, ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LQAM SANDY CLAY, SAND AND GRAVEL OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 212' MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACEDIN COMPACTED LAYERS. 5, ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6'THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. 8, NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-Wl AS MANUFACTURED BY *CONSTRUCTION MATERIAL 14IM239-3841' OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4' DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FOOT TYPE No. 57 FOR FENCED COMPOUND; FOOT TYPE No. 67 FOR ACCESS DRIVE AREA 9, IN ALL AREAS TO RECEIVE FILL REMOVE ALL VEGETATION, TOPSOIL DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE -CONDITION AND/OR AERATE THE SOILS AND RE -COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11 IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 12 EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 13 GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 14 PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. 15 DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. ENVIRONMENTAL NOTES: 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION 8 RELEASE OF SITE. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS REPSONIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECESRECEIVE DISINTEGRATED MATERIAL ORGANIC MATTER, OIL ALKALI, OR OTHER DELETERIOUS SUBSTANCES. FEB 2 4 2015 DEVELOPMENT SERVIC COUNTER Sprint EDMONDS SE03XC552 100 2ND AVE S EDMONDS, WA 98020 BUILDING PERMIT I NO. DATE, DESCRIPTION. CHIC I ay. Q10212014 REV. PER REDLINES BJT Q10/132014 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.SS1.1106 JL lw GA, y B OY W%1Yryq 1�IS �-e O z a�IS'It0.�A3Y Sk) 1:C� INSTALL (3) NEW ANTENNAS, (3) NEW EQUIPMENT 8 (1) RADAR FILTER. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATEDTO NAMED CLIENT IS STRICTLY PROHIBITED. GENERAL NOTES DRAWING NUMBER: GE2 (E) SPRINT LEASE AREA WITHIN PARKING GARAGE \(SEE SHT. A-1.2 FOR ENLARGED EQUIPMENT SITE PLAN) (P) (1) SPRINT ANTENNA II (E) (1) SPRINT ANTENNA NTED ON (E) ANTENNA FRAME ON BUILDING ROOFTOP (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) OVERALL SITE PLAN 22.34 SCALE 1' = 101 11x17 SCALE 1'=20' (P) (1) SPRINT ANTENNA & (E) (1) SPRINT ANTENNA MOUNTED ON (E) ANTENNA FRAME ON BUILDING ROOFTOP (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) Sprint' =PROJECT INFORMATION: EDMONDS SE03XC552 100 2ND AVE S EDMONDS, WA 98020 BUILDING PERMIT NO. DATE? DESCRIPTTONI CNK By. 2 10212014 REV.PER REDLINES BJT Q1.1.014 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CNK. BY: JL B.I N ,'T H 04, 24115 V e o a1WA1 R 1S'ItR� y —�(P)(1) SPRINTANTENNAB(E)(1)SPRINT JV/ ANTENNA MOUNTED ON (E) ANTENNA FRAME ON BUILDING ROOFTOP INSTALL (3) NEW ANTENNAS. (3) NEW EQUIPMENT & (1) (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) ® RADAR FILTER. DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS, ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. y THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. Oy tit DRAWING nTLE: OVERALL RECEIVED SITE PLAN FEB 2 4 2015 DRAWING NUMBER: DEVELOPMENT SERVICI SAml COUNTER (E) (1) SPRINT 19DOMHZ RRH UNIT MOUNTED BEHIND (E) ANTENNA ON (E) ANTENNA FRAME (E) (1) SPRINT ANTENNA MOUNTED ON (E) ANTENNA FRAME (GAMMA SECTOR: 3D5' AZIMUTH) (P) (1) SPRINT ANTENNA KMW #ET-X-WM-1845AP MOUNTED ON (E) ANTENNA FRAME (GAMMA SECTOR: 305' AZIMUTH) (P) (1) 2.5GHz RADAR FILTER MOUNTED BELOW (P) ANTENNA ON (E) ANTENNA FRAME W/ (P) 3-0 PIPE MAST (SEE SHT. A3: DETAIL 2) (P) (1) SAMSUNG 2.SGHZ RRH UNIT MOUNTED BEHIND (P) ANTENNA ON (E) ANTENNA FRAME W/ (P) 3'• PIPE MAST (SEE SHT. A3: DETAIL 1) (P) (1) SAMSUNG 2.SGHZ RRH UNIT MOUNTED BEHIND ANTENNA ON (E) ANTENNA FRAME W/ (P) 3-0 PIPE MAST (SEE SHT. A3: DETAIL 1) (E) (1) SPRINT 190OMHZ RRH UNIT MOUNTED BEHIND (E) ANTENNA ON (E) ANTENNA FRAME (E) CABLE TRAY ON BUILDING (E) (1) SPRINT 190OMHZ RRH UNIT MOUNTED BEHIND (E) ANTENNA ON (E) ANTENNA FRAME (P) (1) SAMSUNG 2.5GHZ RRH UNIT MOUNTED BEHIND (P) ANTENNA ON (E) ANTENNA FRAME W/(P) 3-0 PIPE MAST (SEE SHT. A3: DETAIL 1)- 0 (P) (1) SPRINT ANTENNA KMW IET-X-WM-1845-9P MOUNTED ON (E) ANTENNA FRAME (ALPHA SECTOR: 55' AZIMUTH) (E) (1) SPRINT ANTENNA MOUNTED ON (E) ANTENNA FRAME (ALPHA SECTOR: S5' AZIMUTH) OTHER CARRIER ANTENNAS (E) (1) SPRINT ANTENNA MOUNTED ON FRAME (BETA SECTOR: 188' AZIMUTH) OTHER CARRIER ANTENNAS RECEIVE FEB 2 4 2015 —(P) (1) SPRINT ANTENNA KMW 4ET-X-WM-1885�9P (BETAMOUNTED CTOR:1ANTENNA UFRAME DEVELOPMENT SERVIC (BETA SECTOR: 165' AZIMUTH) ENLARGED SITE PLAN COUNTER 22z34 SCALE: 1/4' = V N11z17 SCALE: ,B•e,. Sprint EDMONDS SE03XC552 100 2ND AVE S EDMONDS, WA 99020 BUILDING PERMIT =REVISION HISTORY: NO. DATE, DESCRIPTION, CNN. By, Q10212014 REV. PER REDUNES BJT Q1-1-14 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206-851.1106 =DRAWN BY: CHK. BY: JL Bd �.lHOA1 L� Q' OQ Sy 7 1115 �e o y� z INSTALL (3) NEW ANTENNAS, (3) NEW EQUIPMENT 8 (1) RADAR FILTER. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATEDTO NAMED CLIENT IS STRICTLY PROHIBITED. ENLARGED SITE PLAN =DRAWING NUMBER: Aml A (E) SPR ENLARGED EQUIPMENT SITE PLAN 22.34 SCALE 12' = 1' 1 fa17 SCALE 114- 1' RECEIVED FEB 2 4 2015 DEVELOPMENT SERVI COUNTER Sprint' =PROJECT INFORMATION: EDMONDS SE03XC552 100 2ND AVE S EDMONDS, WA 98020 BUILDING PERMIT I NO. DATE. DESCRIPTIONS CNR. I BY. Q10212014 REV.PER REDLINES BJT Q10/132014 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206.851.1106 JL BJ 1,T 1104, ,B „F W1Yyq 4115 �e c z i Tliil a lSTt3tF� INSTALL (3) NEW ANTENNAS. (3) NEW EQUIPMENT 8 (1) RADAR FILTER. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATEDTO NAMED CLIENT IS STRICTLY PROHIBITED. ENLARGED EQUIPMENT =oRAwINaSEPLAN uMe. Aml m2 (E) (1) SPRINT 1SOOMH2 RRH UNR MOUNTED EXISTING EAST ELEVATION A-2 SCALE: NTS RECEIVED FEB 2 4 2015 DEVELOPMENT SERVICES COUNTER Sprint EDMONDS SE03XC552 100 2ND AVE S EDMONDS, WA 88020 BUILDING PERMIT NO. DATE. DESCRIPTION. CNR. BY. Ql-1-11 REV. PER REDLINES B.TT Q10/130014 ISSUED DESIGN REVIEW BST =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 .IL BJ 4115 i-e p z aTM ss• IS'ftRd. INSTALL (3) NEW ANTENNAS. (3) NEW EQUIPMENT & (1) RADAR FILTER. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. EXISTING SITE ELEVATION =DRAWING NUMBER: Am2 PAINT NOTE: ALL PROPOSED ANTENNAS AND RADIO EQUIPMENT TO BE PAINTED TO MATCH (E) BUI DINGL (E) (1) SPRINT 1900MHZ RRH UNIT MOUNTED PROPOSED EAST ELEVATION A-Z.t SCALE: NTS RECEIVED FEB 2 4 2015 DEVELOPMENT SERVIC COUNTER Sprint' =PROJECT INFORMATION: EDMONDS SE03XC552 100 2ND AVE S EDMONDS, WA 88020 BUILDING PERMIT NO. DATE, DESCRIPTION, CNK. BY, Q1-1-11 R-. PER REDLINES BJT Q10/132014 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: 0. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206.851.1106 JL Im tie o z .q� 1701 R `I.a15'It1��,1c� S'SbY4l. Lam. INSTALL (3) NEW ANTENNAS. (3) NEW EQUIPMENT & (1) RADAR FILTER. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. PROPOSED SITE ELEVATION Am2ml �Ln Ln �1r� N o 61.(r Ut 15.03" 382 m m 3 0 .... eee e v e e e v v v v e v O e • e e e e e r e r r r r a e r e o e o ° e e 0 e e Seeeeee er rrrreee re N oi� es e e a r e e v e r r 0 , e e• e e e e e r e r e e e 0 e e- 1 �•e O 06• "'°" ' •e•'e""'` '°" ° eV KMW ANTENNA DATA e e e e e e e r e r r e e r e e o e •• a e•• e e v e e e e s e r e e r e D r 0 006.00.r r o.. e e e r r e r r e r e e r e e e e r e• °• r r e e r o• e e e e r r e •� • MECHANICAL SPECIFICATIONS •ei i o ii e i e•i i i i i i e o o°° •• • PART NUMBER HEIGHT WIDTH DEPTH WEIGHT �\ ET-X-WM-18{5-8P 61.0'v. 12.0 in 4.3In 36.4 to CONNECTOR (TYPE /POSRON) STANDARD MOUNTING HARDWARE e e e e e r e e e e r D e 0D 8 x MINI DIN (Fe Ie),1 CALIBRATION PORT INCLUDED r r a r r r e e r r r r ELECTRICAL SPECIFICATIONS •eie�ii°riei°ee° r e r e m r r r e e r D e FREQUENCY POLARIZATION GAIN (dBi /OBd) ELECTRICAL DOWN TILT RANGE e e e e e e e e e e o e 0) 2496-2690 MHz e45' 18.0 / 15.9 (=0.5dB) OE- e %e e e e e e e e r• P e r r r r o 0 o r o e POWER % a a s %% a°a•e 1; MA250W INPUT •e • ii i°° i o °.P i° 3 250 WATTS I Pole (3.0f1-r4.5") - Pole(76.3-114.3mm) e Ei SPEC: SIZE- 15.5" x 18.6" x 9.45" WEIGHT- 59.5lbs WEIGHT W/ BRACKET- 71.82 Ibs 1 2.5GHz RRH DETAIL REQUIRES 3" PIPE qJ SCALE: NTS EEEEEEEE 8- SPEC: TOP VIEW SIZE- 12" x 8" x 3" WEIGHT- 22 Ibs r-r REQUIRES 3" PIPE 1' e ' Mounting Option: 10 6 Ot 1 x Rader filter ® 2 x Bakelite 4 ® 4 x Insulation Bushing RECEIVED ® 4 xDolt: M8 x 25 a FRONT VIEW © 4 x Washing:M8 e� FEB 2 4 2015 © 2 x Screw: M12x 250 L IxBracket O , DEVELOPMENT SERVICE ® 2xNut:M12 0 v COUNTER 2 2.5GHz RADAR FILTER DETAIL AJ SCALE: NTS Sprint EDMONDS SE03XC552 100 2ND AVE S EDMONDS, WA 98020 BUILDING PERMIT NO. DATE. DESCRIPTION. CHx. my. Q10212014 REV. PER REDLINES BJT Q10/132014 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CHK. BY: .IL BJ 24115 f� O z 7,91 2 Sy 1L INSTALL (3) NEW ANTENNAS, (3) NEW EOUIPMENT 8 (1) RADAR FILTER. DO NOT SCALE DRAVANGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. GENERAL DETAILS =DRAWING NUMBER: AM3 SPRINT ANTENNA AHZ RRH SPRINT 1900 MHZ RRH SPRINT ANTENNA r m i EXISTING ANTENNA PLAN p 4 SCALE: NTS NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS 8 NEW CABINETS/TEMPORARY PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. NOTE: EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE. FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. NOTES: ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. ANTENNA SCHEDULE �� AMOON FREOUEWY AITOBIA MFR M AEIM MAKENAODEL ANTOON ouANrY ANTENNA am ANIOWA WEIOHT ANTEIMNOUMINO IOTWEKIHT AaYUTl1 RAD COTION EIEC.IRT I�CIL TLT ALPHA 2S00 MHz RFS KMW ET-X-WM-186 P 1 (PER SECTOR) 61' x 12'x 4' 36,11ba 1111, 15' 10'-0' BETA 2500 MHz RFS KMW ET-X-WM-184i58P 1 (PER SECTOR) 61' x 12 x 1' 36.41W 111bs 165- 10' 1 -2' D' GAMMA 2500 MHz RFS KMW ET-X-WM-18-65-0P 1 (PER SECTOR) 61' x 12' x 1' 36.41bs 111bs 305' 40'-T -2- 0' 2 NEW ANTENNA PLAN qd SCALE: NTS SPRINT ANTENNA 1HZ RRH SPRINT I" MHZ RRH SPRINT ANTENNA 1ECE'1 o FEB 2 4 p DEVELOPMENT P COUNT Sprint> EDMONDS SE03XC552 100 2ND AVE S EDMONDS, WA 98020 BUILDING PERMIT NO. DATE. DESCRIPTION. CNN. BY. Q1-1-14 REV. PER REDLINES BJT Q101132014 ISSUED DESIGN REVIEW BUT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 ).� H U•1i 4115 /—e O z 3719 Q INSTALL (3) NEW ANTENNAS, (3) NEW EQUIPMENTS (1) RADAR FILTER. =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ANTENNA PLANS D & SCHEDULE ES Am4 (P) ME B (E) AGB (E) AGB MOUNTE BOND FROI ANTENNA (P) MECH ELECTRICAL GROUNDING PLAN E-1 22x34 SCALE: 12' = 1' 11x17 SCALE 114' = 1' SYMBOL LEGEND: MGB Tr MASTER GROUND BAR 114'k4*X24' COPPER AGB Tr ACCESSORY GROUND BAR 1/4'.4'X1T OR 114k4 -4r COPPER EXPOSED WIRING ----- UNDERGROUND WIRING CADWELD • MECHANICAL CONNECTION O 5/80YZ COPPER CLAD STEEL GROUND ROD INSPECTION PORT EXOTHERMIC (CADWELD) BELOW GROUND GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8'. 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. S. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. S. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY ATLEAST 6. 8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. 9. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS; TO PRECLUDE ESTABLISHING A ICHOKE' POINT. 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. 11. GROUND RING BURIAL DEPTH SHALL BE 30'. 12. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REWIRED TO TESTTHE GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 70 FEET, AND 1 AT 35 FEET. THESE DISTANCES ARE SUBJECT TO A SITE BY SITE BASIS. T-MOBILE-WTS SHALL BE GIVEN 24 HOURS NOTICE. ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. ANTED NEAR ANTENNAS M (P) RRH 8 TO (E) AGB RECEl' FEB 2 4 DEVELOPMENT JECTION COUNT Sprint' =PROJECTINFORMATION: EDMONDS SE03XC552 100 2ND AVE S EDMONDS, WA 98020 BUILDING PERMIT I NO. DATE, DESCRIPTION: CHK. By. Q10212014 REV. PER REDLINES BUT Q10/132014 ISSUED DESIGN REVIEW BUT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 -DRAWN BY: CNK. BY: .IL T-67i 7 YHOAf B "� H. q 24115 J-e o z �y, q,�i7M1 R INSTALL (3) NEW ANTENNAS, (3) NEW EQUIPMENT 8 (1) RADAR FILTER. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ELECTRICAL [MOUNDING PLAN NUMBER: Eml Cky drtoffft bepaifttent rAc� T^e drowse,-, alteratons to the e.xisiing f9,.i!;rj S2tiSfV GIP requirements `Or alterations :J nOnconfortmi'?g rgCiitles in -CDC GIJ.J�. 'Ill:r anC7 1; •+ ^-^ r �4v PROJECT SI 'dFORMATION THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: SITE NAME: EDMONDS-HARBOR BLDG SITE ID: SE01682B 1. PROPOSED MODIFICATION OF AN EXISTING UNMANNED SITE ADDRESS: 100 2ND AVE S TELECOMMUNICATIONS FACILITY. EDMONDS, WA 98020 MODIFICATIONS TO ROOFTOP INCLUDE: LATITUDE: 47° 48' 42.5" N LONGITUDE: 122° 22' 51.4" W REMOVAL OF (4) EXISTING PANEL ANTENNAS SOURCE: 1A ADDITION OF (4) NEW PANEL ANTENNAS ADDITION OF (6) REMOTE RADIO UNITS &CABLING PARCEL NUMBER: 00454800200901, 00454800201000, 00454800201100 ADDITION OF (3) COVPs ZONING CLASSIFICATION: BD2 MIXED COMMERCIAL JURISDICTION: CITY OF EDMONDS MODIFICATIONS TO GROUND EQUIPMENT INCLUDE: TOP OF (E) ROOFTOP: 36.5' AGL ADDITION OF (1) COVP OCCUPANCY GROUP: U CONSTRUCTION TYPE: 11-B PROJECT VICINITY & AERIAL MAPS PROJECT LOCATION �y v+T n r 9 Q ♦�" � g 1 a� DRIVING DIRECTIONS FROM T-MOBILE BOTHELL OFFICE: 16.16. N TN MN W E S 1. TAKE RAMP RIGHT FOR 1-405 NORTH TOWARD EVERETT (5.8 MI) 2. TAKE RAMP RIGHT FOR 1-5 SOUTH TOWARD SEATTLE (4.6 MI) 3. AT EXIT 177, TAKE RAMP RIGHT FOR WA-104 WEST TOWARD EDMONDS / KINGSTON FERRY (1.5 MI) 4 KEEP RIGHT TO STAY ON WA-104 W / EDMONDS WAY (0.1 MI) 5 KEEP RIGHT ONTO WA-104 / EDMONDS WAY (2.4 MI) 6 KEEP RIGHT TO STAY ON WA-104 W / EDMONDS WAY (1.3 MI) 7 TURN RIGHT ONTO WA-524 / MAIN ST, AND THEN IMMEDIATELY TURN RIGHT ONTO 2ND AVE S (433 FT) 8 ARRIVE AT 100 2ND AVE S, EDMONDS, WA 98020 ESTIMATED DISTANCE: 16.2 MILES ESTIMATED TIME: 23 MINUTES GOVERNING CODES IBC-2012, INTERNATIONAL BUILDING CODE W/ LOCAL AMENDMENTS NEC-2008, NATIONAL ELECTRICAL CODE A.D.A. COMPLIANCE INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. CAROD.,1Y PLANNIN EDMONDS-HARBOR BLDG 100 2ND AVE S EDMONDS, WA 98020- SITE ID: SE01682B CONSTRUCTION DRAWINGS PROJECT CONTACTS DRAWING INDEX APPLICANT T-MOBILE 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PROPERTY OWNER HASSBHLLC 3727 S 194TH ST SEATAC, WA 98188 PH: 206.617.1692 PROJECT CONSULTANT CASCADIA PM 733 SEVENTH AVE, SUITE 209 KIRKLAND, WA 98033 JIM GASKINS PH 425 999.2190 SITE ACQUISITION CONSULTANT CASCADIA PM 733 SEVENTH AVE, SUITE 209 KIRKLAND, WA 98033 RICK STOCKMANN PH 425 890.1437 ZONING & PERMITTING CONSULTANT CASCADIA PM 733 SEVENTH AVE, SUITE 209 KIRKLAND, WA 98033 RICK STOCKMANN PH 425 890.1437 CONSTRUCTION MANAGER CASCADIA PM 733 SEVENTH AVE, SUITE 209 KIRKLAND, WA 98033 MARK RAINEY PH 425 533.2666 RF ENGINEER T-MOBILE 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 DARRYLSALK PH: 425 770.0006 ENGINEER OF RECORD CENTERLINE SOLUTIONS 16360 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 KHRISTOPHER SCOTT, P.E., LEED°AP BUILDING DEPAR-TMENI WORK �� C�— .*` L)Z) ADDRESS OWNER APPROVEDDATE 8 8I DG. OFFICIAL PERMIT NUMBER �WI�tV ✓O 10D SHEET DESCRIPTION T1.0 TITLE SHEET GN1.0 GENERAL NOTES A1.0 OVERALL SITE PLAN A2.0 ENLARGED EQUIPMENT PLAN A3.0 ELEVATIONS A4.0 ANTENNA DETAILS & PLANS A5.0 ANTENNA & EQUIPMENT DETAILS A5.1 ANTENNA & EQUIPMENT DETAILS A6.0 CONSTRUCTION DETAILS RF1.0 RF DETAILS APPROVED STREET FILE FIRE DEPARTMENT 3 ECEOVE ® AUG 12 2015 DEVELOPMENT SERVICES; Know what's below. CITY OF EDMONDS Call before you dig. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO T-MOBILE SERVICES IS STRICTLY PROHIBITED. SIGN OFF OF FINAL CONSTRUCTION DRAWINGS REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED CONSULTANT SIGNATURE DATE SITE ACQUISITION PERMITTING CONSULTANT RF ENGINEER: CONST. MNGR. OPS MNGR. PROJECT MNGR. REGULATORY REV. DEV. MNGR. T • -Mobile •~ CASCADIA PM I'mition Prorrm Manarment 4*CENTERLINE SOLUTION! - i7dtaradiq WiiliG6A/Q:�QdS r-$R Jr 0, sf WASytieA�, y� X o,�,sONAL 107/2312015- - - 1 CPM PROJECT NO.: 8699 PRELIMINARY SUBMITTAL EDMONDS- HARBOR BLDG SME ID: SE01682B SITE ADDRESS: 100 2ND AVE S EDMONDS. WA 98020 SHEET TITLE TITLE SHEET SHEET NO. T1.0 GENERAL NOTES 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL INSTALLATION. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 5 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE, AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON SITE. 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR LANDLORD. 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH, AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS WITHIN 10 WORKING DAYS OF PROJECT COMPLETION. 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO MATCH EXISTING. 18. ALL ELEMENTS OF EXISITNG STRUCTURE TO REMAIN INDISTURBED, UNO. EXISTING STRUCTURE IS ASSUMED TO BE IN GOOD CONDITION, FREE OF DAMAGE OR DETEREORATION. CONTRACTOR TO VERIFY ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION AND NOTIFY FOR IF ANY DAMAGE, DETEREORATION, OR DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THOSE DEPICTED ON THESE CONSTRUCTION DRAWINGS ARE FOUND. SPECIAL INSPECTION 1. IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR. 2, THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS. STRUCTURAL NOTES GENERAL STRUCTURAL NOTES: 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 3 NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 4 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD T-MOBILE AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF T-MOBILE OR THE ARCHITECT/ENGINEER. 5 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 6 ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 7 CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORINGBRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 8 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 9 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: A, THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. B THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCH ITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. D COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. STANDARD STRUCTURAL STEEL NOTES: 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM A123-A123M-02 UNLESS NOTED OTHERWISE. 2 STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. 3 ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 14TH EDITION. 4 BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A307 BOLTS (5/8" DIA. UNO) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY -HEX NUTS AND STANDARD CUT WASHERS. 5 NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA GALVANIZED ASTM A307 BOLTS U.N.O. 6 ALL STRUCTURAL PIPE ASTM A53, TYPE E OR S, GRADE B. SPECIAL INSPECTION: 1, IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER CODE FOR THE FOLLOWING ITEMS: A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS: INSPECT HOLE SIZE, DEPTH, CLEANLINESS, AND INSTALLATION PER ICC REPORT. B PERIODIC FOR HIGH STRENGTH BOLT INSTALLATIONS (A325). DRAWING ABBREVIATIONS AFF ABOVE FINISH FLOOR LF LINEAR FEET AGL ABOVE GRADE LEVEL MAX MAXIMUM AWG AMERICAN WIRE GAUGE MECH MECHANICAL AC AIR CONDITIONING MFR MANUFACTURER ADJ ADJUSTABLE MGR MANAGER APPROX APPROXIMATELY MIN MINIMUM AZ AZIMUTH MISC MISCELLANEOUS BLDG BUILDING MTL METAL CM CONSTRUCTION MANAGER MTZL METALIZE(D) CAB CABINET MW MICROWAVE CL CENTERLINE NEC NATIONAL ELECTRICAL CODE CLG CEILING NIC NOT IN CONTRACT CLR CLEAR NTS NOT TO SCALE CO COPPER N/A NOT APPLICABLE CONC CONCRETE OC ON CENTER COND CONDUIT OD OUTSIDE DIAMETER CONST CONSTRUCTION OF OVERHEAD POWER CONT CONTINUOUS OT OVERHEAD FIBER CPM CASCADIA PM OPP OPPOSITE D/C DRAFTER/CHECKER PL PROPERTY LINE DEMO DEMOLISH PLYWD PLYWOOD DIA DIAMETER PM PROJECTMANAGER DIM DIMENSION PROJ PROJECT ON DOWN PROP PROPERTY DTL DETAIL PT PRESSURE TREATED DWG DRAWING RO ROUGH OPENING EA EACH ROW RIGHTOFWAY ELECT ELECTRICAL RRU REMOTE RADIO UNIT ELEV ELEVATION RED REQUIRED EQ EQUAL SBTC SOLID BARE TINNED COPPER EQUIP EQUIPMENT SF SQUARE FEET EXT EXTERIOR SHT SHEET FIN FINISH SPEC SPECIFICATION FLR FLOOR SQ SQUARE FT FOOT, FEET SS STAINLESS STEEL GA GAUGE STL STEEL GALV GALVANIZED STRUCT STRUCTURE, STRUCTURAL GC GENERAL CONTRACTOR TOC TOP OF CONCRETE GWB GYPSUM WALL BOARD TOM TOP OF MASONRY GR GRADE THRU THROUGH GRND GROUND TNND TINNED HVAC HEATING. VENTING & AIR CONDITIONING UBC UNIFORM BUILDING CODE HORIZ HORIZONTAL UG UNDERGROUND HT HEIGHT LINO UNLESS NOTED OTHERWISE IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER ID INSIDE DIAMETER OF UNDERGROUND FIBER IN INCH VIF VERIFY IN FIELD INSUL INSULATION VERT VERTICAL INT INTERIOR WP WATERPROOF JBOX JUNCTION BOX W/ WITH LB(S) POUND(S) W/O WITHOUT p%i: • • • -Mobile., CASCADLA PM. Precision Pf*V m Management 4+,CENTERLINE SOLUTION1 _ Ad�ai�dig N4iefsaAbMaAs Ar 41 4! o �i �O R 5�13Eo �SrONAL'� 07/23/2015 CPM PROJECT NO.: 8699 PRELIMINARY NO DATE D/C DESCRIPTION 0 04-28-15 JG/MS 90% CD REVIEW 1 07-16-15 1EG/MS1 CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-23% EG/EG BP SUBMITTAL SITE NAME: EDMONDS- HARBOR BLDG SITE ID: SE01682B SITE ADDRESS: 100 2ND AVE S EDMONDS, WA 98020 SHEET TITLE GENERAL NOTES 12 :O.-IN 1.0 � T-MOBILE PROJECT AREA \ \ SEE SHEET A2.0 1 4,1/N 1 \ \ / \ / (E) EQUIPMENT ROOM IN (E) OTHER CARRIER \ BASEMENT LEVEL BELOW ANTENNAS \ / PARKING STRUCTURE \ \ \ / PARCEL #:00454800201100 V / (E) SUBJECT / PROPERTY LINE (TYP) /\ (E) ADJACENT \ PROPERTY LINE (TYP) / DRAWING LEGEND — — — — — — SUBJECT PROPERTY LINE — — — — — ADJACENT PROPERTY LINE COAX COAX ROUTE HYBRID HYBRID CABLE ROUTE x k EXISTING FENCE X xx.x ELEVATION MARKER X XX.X DETAIL REFERENCE x XX.X SECTION MARKER COMMON ABBREVIATIONS (E) EXISTING (N) NEW ABBREVIATIONS CONTINUED (TYP) TYPICAL ON SHEET GN1.0 / o00 do < \ NOTE: 00 �j SITE PLAN DERIVED FROM; EXISTING DRAWINGS, GIS, AERIAL 0 IMAGES AND SITE PHOTOS. o U PARCEL #: 00454800200901 4010 'iY1 / "Z INGRESS/EGRESS / / FROM 2ND AVE S 1 /1 � � (2) (N) T-MOBILE MID -CAP HYBRID CABLE ROUTE (1 AT 175, 1 AT 225'); REMOVE (E) COAX RUNS AS REQUIRED TO ALLOW INSTALLATION (N) HYBRID CABLE (8) (E) 1 5/8" T-MOBILE COAX ROUTE \ / / (E) BUILDING (TYP) / T-MOBILE PROJECT AREA / \ \ / SEE SHEET A4.0 / z / AUG 12 2015 TN N MN \ DEVELOPMENT SERV;Qr-SP " CITY OF E S SCALE: 1" = 20'-0" (11X17) 0' 10, 20' 40' SCALE: 1" = 10'-0" (22X34) T • -Mobile •� CASCADI.A' PM Precision Prognm Management 4*'CENTERLINE SOLUTIONS iAolmnafig 144iedess/VeMarAs 4$$x J4 �y,�O�tioc wnsy,�cd�� y ,. 0 ` o Sf0!7 07/23/2015 CPM PROJECT NO.: 8699 PRELIMINARY NO. DATE D/C DESCRIPTION 0 04-28-15 JG/MS 90%CDREVIEW 1 07-16-15 EG/MS CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-23-15 EG/EG1 BP SUBMITTAL EDMONDS- HARBOR BLDG SITE ID: SE01682B SITE ADDRESS: 100 2ND AVE S EDMONDS, WA 98020 SHEET TITLE OVERALL SITE PLAN SHEET NO. A1.0 1 I OVERALL SITE PLAN (E) T-MOBILE 23" PURCELL BATTERY RACK TO REMAIN 1 (E) T-MOBILE ULTRASITE INDOOR —� CABINET (TYP. OF 1) TO REMAIN REMOVE (1) FSME & (2) FXFB FROM (E) T-MOBILE FCOA CABINET (E) H-FRAME SUPPORTING COAX (8) (E) 1 5/8" T-MOBILE COAX ROUTE SCALE: 1/4"= 1'-0" (11X17) 0' 2 4 8 I 1 (E) ENLARGED BASEMENT EQUIPMENT PLAN SCALE:CALE: /4"=V-0"(22X34) 17) (E) T-MOBILE BATTERY RACK TO REMAIN 1 (E) T-MOBILE ULTRASITE INDOOR CABINET (TYP. OF 1) TO REMAIN M Y (2) (N) FBBC MODULES & (2) (N) FSMF MODULES INSTALLED IN (E) FCOA CABINET (N) T-MOBILE COVP MOUNTED ON (E) H-FRAME (E) H-FRAME (2) (N) T-MOBILE MID -CAP HYBRID CABLE ROUTE (1 AT 175', 1 AT 225'); REMOVE (E) COAX RUNS AS REQUIRED TO ALLOW INSTALLATION (N) HYBRID CABLE (8) (E) 1 5/8" T-MOBILE COAX ROUTE RS-72EV77 AUG 12 2015 DEVELORVE,NT SERVICES C TR. s CITY OF EDMONDS SCALE: 1/4"= 1'-0" (11X17) 0' 2' 4' 8' SCALE: 1/2" = 1'-0" (22X34) T • -Mobile •� CASCADiA PM Precision Pmgr m Maurmmt CENTERLINE SOtU�tON7 - Advadig Wbefess AbMcrAs $$R J-4 4WAS :•. A N 'YO 'QFCj1�'R�O �SfONAL� 07/23/2015 CPM PROJECT NO.: 8699 PRELIMINARY NO.1 DATE D/C DESCRIPTION 0 04-28-15 JG/MS 90% CD REVIEW 1 07-16-15 EG/MS CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-23-15 EG/EG BP SUBMITTAL SITE NAME: EDMONDS- HARBOR BLDG SITE ID: SE01682B SITE ADDRESS: 100 2ND AVE S EDMONDS, WA 98020 SHEET TITLE ENLARGED EQUIPMENT PLAN SHEET NO. A2.0 2 (N) ENLARGED BASEMENT EQUIPMENT PLAN h (E) 7'T-MOBILE ANTENNA TIP HEIGHT 43. (E) T-MOBILE ANTENNA RAD CENTER 41.2' $(E) TOP OF BUILDING 36.5' (E) 36.5' TO SUPP LOADING BE AP $ (E) GRADE 0.0' AGL I I II �r-------------------1------'-' 11 ------------------------- � I ----------------s------ (E) T-MOBILE MOUNT TO BE REPLACED (TYP OF 4) (E) EQUIPMENT ROOM SCALE: 1/16" = 1'-0" (11X17) 0' 8' 16' 32' I 1 1 EXISTING SE ELEVATION I SCALE: 1/8"=V-0"(22X34) IN) ROHN BRM43510 BALLAST MOUNT W/(8) 16" CMUs AS BALLAST, OR EQUIV, (TYP OF 4) N T-MOBILE ANTENNA TIP HEIGHT 43.7' N 1�,T-MOBILE ANTENNA MID BAND RAD CENTER 41.2' h T-MOBILE ANTENNA (L700) RAD CENTER (N) 40.7' MOP OF BUILDING 7 (E) 36.5' BUILDING; CAPACITY TO SUPPORT THE PROPOSED LOADING CONFIGURATION TO BE ANALYZED BY OTHERS (N) T-MOBILE REPLACEMENT PANEL ANTENNA (TYP OF 2 PER SECTOR, 4 TOTAL) MOUNTED ON (N) ROHN BRM43510 BALLAST MOUNT OR EQUIV (E) OTHER CARRIER ANTENNAS (E) T-MOBILE TMA (TYP OF 2 PER SECTOR, TOTAL OF 4) TO REMAIN h (E) GRADE 0.0' AGL I I II Ir------------� I I I III-------------------�' L— j-----------------s--------------------- (E)EQUIPMENT ROOM �- NOTES: IF REQUIRED, PAINT TO MATCH ANTENNAS AND ANCILLARY EQUIPMENT TO MATCH THE EXISTING STRUCTURE WITH NON -REFLECTIVE PAINT AS REQ'D. CONTRACTOR TO VERIFY COLOR AND FINISH WITH LANDLORD AND/OR JURISDICTION. PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY CONDITION OF STRUCTURE AT PROPOSED MOUNTING LOCATION TO ENSURE EXISTING CONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION. NEW ANTENNAS SHALL NOT EXCEED EXISTING TIP HEIGHT U.N.O. RETURN ALL USED EQUIPMENT AND HARDWARE TO T-MOBILE WAREHOUSE. ALL CLIMBING PATHS ON TOWER/MONOPOLE TO REMAIN FREE & CLEAR OF MOUNTS, EQUIPMENT, ETC. IN) T-MOBILE FRIG MOUNTED TO IN) BALLAST & PIPE MOUNT (TYP OF 1 PER SECTOR, 2 TOTAL) IN) T-MOBILE COVP MOUNTED (N) BALLAST & PIPE MOUNT (TYP OF 1 PER SECTOR, 2 TOTAL) IN) T-MOBILE FRLB MOUNTED (N) BALLAST & PIPE MOUNT (TYP OF 1 PER SECTOR, 2 TOTAL) IN) T-MOBILE FXFC MOUNTED IN) BALLAST & PIPE MOUNT (TYP OF 1 PER SECTOR, 2 TOTAL)' (N) T-MOBILE DIPLEXER MOUNTED TO IN) BALLAST MOUNT BASE (TYP OF 2 PER SECTOR, 4 TOTAL) AUG 12 T • -Mobile •� CASCADIA PM I'mifion Pmr m Mam;ement 4+'CENTER LINE SOLUTIONS Ao1®iSdigWLedeaAlBtlwrls 4$$R J9�1 �0 �SfONAL� 07/23/2015 CPM PROJECT NO.: 8699 PRELIMINARY NO. DATE D/C I DESCRIPTION 0 04-28-15 JG/MS 90% CD REVIEW 1 07-16-15 EG/MS CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-23-15G/EG E BP SUBMITTAL SITE NAME: EDMONDS- HARBOR BLDG SITE ID: SE01682B SITE ADDRESS: 100 2ND AVE S EDMONDS. WA 98020 t;L'4EI_O1''.v;0 1 vIE'Ji i 3 v 1 fl. CITY OF EDMO411 SCALE: 1/16" = 1'-0" (11X17) 0' 8' 16' 32' SCALE: 1/8" = 1'-0" (22X34) SHEET TITLE ELEVATIONS SHEET NO. , t 2 1 FINAL SE ELEVATION ANTENNA SCHEDULE - FINAL CONFIGURATION SECTOR POS. EXIST. / NEW MNFR. ANTENNA MODEL PORT DIMENSIONS (L x W x D) WEIGHT (LBS) Al NEW ANDREW TMZXX-6516-R2M QUAD 59.6" x 12.0" x 6.5" 36.2 ALPHA A2 NEW COMMSCOPE SBNHH-1 D65B HEX 72.6" x 11.9" x 7.1" 40.6 B1 NEW ANDREW TMZXX-6516-R2M QUAD 59.6" x 12.0" x 6.5" 36,2 BETA B2 NEW COMMSCOPE I SBNHH-1D65B I HEX 1 72.6" x 11.9" x 7.1" 40.6 *TOWER - FINAL EQUIPMENT INVENTORY SCOPE QTY. TECHNOLOGY MNFR. MODEL DIMENSIONS (L X W X D) WEIGHT (LBS) REMOVE (E) (2) ANTENNA EMS RR65-18-XXDPL2 56.0" x 8.0" x 2.8" (10 4) REMOVE (E) (2) ANTENNA ANDREW TMBX-6516-R2M 59.0" x 6.6" x 3.3" (11 2) ADD (N) (2) ANTENNA ANDREW TMZXX-6516-R2M 59.6" x 12,0" x 6.5" (36 2) ADD (N) (2) ANTENNA COMMSCOPE SBNHH-1 D65B 72 6" x 11 9" x 7.1" 40.6 ADD (N) (2) RRU NOKIA FXFC 19 3" x 22 0" x 5.2" 550 ADD (N) (2) RRU NOKIA FRIG 23.8" x 17.2" x 7.5" 599 ADD (N) (2) RRU NOKIA FRLB 15.75" x 15 75" x 5.9" 59.5 ADD (N) (3) COVP RAYCAP CR100-1076R06 20 2" x 19 0" x 7.0" 15.0 (E) TO REMAIN (4) TMA COMMSCOPE ETT19V2S12UB 9.4" x 7.3" x 3.5" 6.3 ADD (N) (4) DIPLEXER COMMSCOPE ECC1920-VPUB 7 6" x 7.3" x 2.6" 7.9 *GROUND - FINAL EQUIPMENT INVENTORY DIMENSIONS WEIGHT SCOPE QTY. TECHNOLOGY MNFR. MODEL (L X W X D) (LBS) ADD (N) (1) COVP RAYCAP RNSNDC-7771-PF-48 18.85" x 16.08" x 5.83" 19.0 THE "TOWER" AND "GROUND" REFERENCES REFER TO NOMENCLATURE REFLECTED IN THE PLUMBING DIAGRAM ON THE RF1.0 SHEET AND DO NOT NECESSARILY REFER TO ACTUAL LOCATION OF EQUIPMENT. GROUND EQUIPMENT NOTE: • NEW FBBC TO BE INSTALLED IN EXISTING FCOA CABINET (QUANTITIES MAY VARY). ALL OTHER BASEBAND MODULES ARE ASSUMED TO BE EXISTING. ANTENNA NOTES: • REFERENCE OWNERS MANUAL FOR CONNECTION AND MOUNTING INFORMATION FOR AMPLIFIER IF REQUIRED. • CONTRACTOR SHALL VERIFY FINAL ANTENNA AZIMUTHS W/ CLIENT REPRESENTATIVE PRIOR TO COMMENCING INSTALLATION. • PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY SUITABILITY OF ANTENNA MOUNT AT SPECIFIED ELEVATION. • IF REQUIRED, PAINT TO MATCH ANTENNAS AND ANCILLARY EQUIPMENT TO MATCH THE EXISTING STRUCTURE WITH NON -REFLECTIVE PAINT AS REQ'D. CONTRACTOR TO VERIFY COLOR AND FINISH WITH LANDLORD AND/OR JURISDICTION. • RETURN ALL UNUSED EQUIPMENT TO T-MOBILE WAREHOUSE. ANTENNA AND ANCILLARY EQUIPMENT (E) T-MOBILE PANEL ANTENNAS (TYP OF 2 PER SECTOR, TOTAL OF 4) TO BE REMOVED (E) T-MOBILE TMA (TYP OF 2 PER \ SECTOR, TOTAL OF 4) TO REMAIN (2 TO BE RELOCATED, SEE 3/-) / A 'y m BETA SECTOR EXISTING ANTENNA PLAN (N) T-MOBILE FRIG MOUNTED TO (N) BALLAST & PIPE MOUNT (TYP OF 1 PER SECTOR, 2 TOTAL) (N) T-MOBILE COVP MOUNTED (N) BALLAST & PIPE MOUNT (TYP OF 3: 2 AT ALPHA SECTOR, 1 AT BETA SECTOR) (N) T-MOBILE FRLB MOUNTED (N) BALLAST & PIPE MOUNT (TYP OF 1 PER SECTOR, 2 TOTAL) J D � Z y D 07 N Xp \ Z f BETA SECTOR (E) T-MOBILE TMA (TYP OF 2 PER SECTOR, TOTAL OF 4) TO REMAIN (N) T-MOBILE DIPLEXER MOUNTED TO (N) BALLAST MOUNT BASE (TYP OF 2 PER SECTOR, 4 TOTAL) (N) T-MOBILE FXFC MOUNTED (N) BALLAST & PIPE MOUNT (TYP OF 1 PER SECTOR, 2 TOTAL) SCALE: NTS (11X17) 3 I FINAL ANTENNA PLAN SCALE: NTS (22X34) ALPHA SECTOR (E) 36.5' BUILDING; CAPACITY TO SUPPORT THE PROPOSED LOADING CONFIGURATION TO BE ANALYZED BY OTHERS 16.16" N TN MN W E S SCALE: NTS (11X17) SCALE: NTS (22X34) (N) ROHN BRM43510 BALLAST MOUNT W/(8) 16" CMUs AS BALLAST, OR EQU IV, (TYP OF 4) (N) T-MOBILE REPLACEMENT PANEL ANTENNA (TYP OF 2 PER SECTOR, 4 TOTAL) MOUNTED ON (N) ROHN BRM43510 BALLAST MOUNT OR EQUIV I/ PLP (E) 36.5' BUILDING; CAPACITY TO SUPPORT THE PROPOSED LOADING CONFIGURATION TO BE ANALYZED BY OTHERS ALPHA SECTOR h 16.16° 12 2015 " TN MN DEVE �� vtS G fW CIZY OF EDN04S E S SCALE: NTS (11X117) SCALE: NTS (22X34) T . •Mobile m- CASCADLA PM Precision Prolmm Plampmcnt 4+'C E N T E R L I N E SOLUTION? _. 5 WLldsaA(ElMmis 4$$R J9�1 y,SO wof wnsy�� Q' 513 ,fONAL� 07/23/2015 CPM PROJECT NO.: 8699 PRELIMINARY NO. DATE D/C DESCRIPTION 0 04-28-15 JG/MS 90%CD REVIEW 1 07-16-15 IEG/MSI CLIENT COMMENT SUBIYITTTAL NO. DATE D/C DESCRIPTION 0 07-23-15 EG/EG BP SUBMITTAL SITE NAME: EDMONDS- HARBOR BLDG SITE ID: SE01682B SITE ADDRESS: 100 2ND AVE S EDMONDS, WA 98020 SHEET TITLE ANTENNA DETAILS & PLANS SHEET NO. A4.0 TOP "WIDTH FRONT SIDE ANTENNA DATA MECHANICAL SPECIFICATIONS MANUFACTURER HEIGHT WIDTH DEPTH WEIGHT ANDREW 59.6 IN 12.0 IN 6.5 IN 36.2 LBS PART # CONNECTORS STANDARD MOUNTING HARDWARE TMZXX-6516-R2M (4) 7-16 DIN FEMALE JINCLUDED TOP WIDTH EPT FRONT SIDE ANTENNA DATA MECHANICAL SPECIFICATIONS MANUFACTURER HEIGHT WIDTH DEPTH WEIGHT COMMSCOPE 72.6 IN 11.9 IN 7.1 IN 40.6 LBS PART # CONNECTORS STANDARD MOUNTING HARDWARE SBNHH-1D65B (6) 7-16 DIN FEMALE I INCLUDED TOP I WIDTH FRONT x w x Ij)EPTHj, SIDE NOIOA FXFC (REMOTE RADIO UNIT) HEIGHT: 19.3" WIDTH: 22.0" DEPTH 5.2" WEIGHT: 55.0 LBS SCALE: NTS (11X17) SCALE: NTS (11X17) SCALE NTS (11X17) 1 ANTENNA DETAIL SCALE: NTS (22X34) 2 ANTENNA DETAIL SCALE: NTS (22X34) 3 FXFC (RRU) DETAIL SCALE NTS(22X3a) TOP WIDTH DEPTH 0 FRONT o i SIDE � W O = 0 o NOIGA FRIG (REMOTE RADIO UNIT) HEIGHT: 23.8" WIDTH: 17.2" DEPTH 7.5" WEIGHT: 59.9 LBS SCALE: NTS (11X17) SCALE: NTS (22X34) TOP 0 FRONT � w x l� b DEPTH SIDE NSN FRLB LTE 7001 BAND 12 (REMOTE RADIO UNIT) HEIGHT: 15.75" WIDTH: 15.75" DEPTH 5.9" WEIGHT: 59.52 LBS TOP WIDTH x 0 ti'[;;;;j 1;;;y1;;;ylz�p DEPTH SIDE O RNSNDC-7771-PF48 (COVP) ( LT 7 �✓ HEIGHT: 18.85" WIDTH: DEPTH 5.83" 5.83" AUGAU 1 2 2015 WEIGHT: 19 LBS G-P.-d-ORvicof S&WiCES CITY OF EDMONDS SCALE:NTS(11X17) 6 I COVP DETAIL SCALE: NTS (22X34) SCALE: NTS (11X17) SCALE: NTS (22X34) T • • Mobile CASCADLA PM Predsion Program Management <+'CENTERLINE sowrioat — - Aots,ridrg WLLelecsNeMcrAs $$R J,A WAS��' oZ � A, f 513 �jONAL� 07/23/2015 CPM PROJECT NO.: 8699 PRELIMINARY NO DATE I D/C I DESCRIPTION 0 04-28-15 JG/MS 90%CDREVIEW 1 07-16-15 IEG/MSI CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-23% EG/EG BP SUBMITTAL SITE NAME: EDMONDS- HARBOR BLDG SITE ID: SE01682B SITE ADDRESS: 100 2ND AVE S EDMONDS, WA 98020 SHEET TRLE ANTENNA AND EQUIPMENT DETAILS SHEET NO. A5.0 4 I FRIG (RRU) DETAIL 5 I FRLB (RRU) DETAIL TOP WIDTH PEP T H FRONT cx7 SIDE w x ECC1920-VPUB(DIPLE)ER) HEIGHT: 7.6" WIDTH: 7.3" DEPTH 2.6" WEIGHT: 7.9 LBS T • -Mobile• CASCADIA Pal Precision Program Management `*'CENTERLINE SOLUTIONS - 14010iAd/lpi9g'!'Q'l6Ndwa�ts c04�$W S`q� CO� A Al .2 r Z Q MM�rI �' 'YO 1SI'6A� 07/23/2015 1 NOT USED SCALE NTS (11X17) 2 DIPLEXER DETAIL SCALE: NTS (11X17) 3 NOT USED SCALE: NTS (11X17) SCALE NTS(22X34) SCALE: NTS (22X34) SCALE: NTS (22X34) L AUG 12 20�� OEVELCIIY 0'F �D;�,OVDS GIT CPM PROJECT NO.: 8699 PRELIMINARY N .1 DATE 1 D/C DESCRIPTION 0 04-28-15 JG/MS 90%CD REVIEW 1 07-16-15 1EGIMSICLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 07-23-15 EG/EG BP SUBMITTAL SITE NAME: EDMONDS- HARBOR BLDG SITE ID: SE01682B SITE ADDRESS: 100 2ND AVE S EDMONDS, WA 98020 SHEET TITLE ANTENNA AND EQUIPMENT DETAILS SHEET NO. A5 ■ 4 NOT USED SCALE NTS (11X17) 5 NOT USED SCALE: NTS (11X17) 6 NOT USED SCALE NTS (11X17) SCALE NTS(22X34) SCALE: NTS (22X34) SCALE NTS(22X34) NOTES: NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL TOWER / ANTENNA / MOUNT ANALYSIS REPORT (SIGNED AND SEALED) TO BE PROVIDED UNDER SEPARATE COVER. CONTRACTOR PRIOR TO CONSTRUCTION SHALL REVIEW THE APPROVED TOWER / ANTENNA / MOUNT ANALYSIS REPORT SUPPLIED BY T-MOBILE AND MODIFY, IF REQUIRED, ALL APPLICABLE MEMBERS AS INDICATED IN CERTIFIED STRUCTURAL REPORT PRIOR TO INSTALLATION ON STRUCTURE. (N) T-MOBILE FXFC MOUNTED (N) BALLAST & PIPE MOUNT (TYP OF 1 PER SECTOR, 2 TOTAL) (N) T-MOBILE FRLB MOUNTED (N) BALLAST 8 PIPE MOUNT (TYP OF 1 PER SECTOR, 2 TOTAL) (N) T-MOBILE REPLACEMENT PANEL ANTENNA (TYP OF 2 PER SECTOR, 4 TOTAL) MOUNTED ON BALLAST MOUNT (N) T-MOBILE FRIG MOUNTED TO (N) BALLAST 8 PIPE MOUNT (TYP OF 1 PER SECTOR, 2 TOTAL) (N) T-MOBILE COVP MOUNTED (N) BALLAST 8 PIPE MOUNT (TYP OF 3: 2 AT ALPHA SECTOR, 1 AT BETA SECTOR) (N) ROHN BRM43510 BALLAST MOUNT W/(8) 16" CMUs AS BALLAST, OR EQUIV. (TYP OF 4) (N) T-MOBILE DIPLEXER MOUNTED TO (N) BALLAST MOUNT BASE (TYP OF 2 PER SECTOR, 4 TOTAL) (E) T-MOBILE TMA (TYP OF 2 PER SECTOR, TOTAL OF 4) TO REMAIN (E) 36.5' BUILDING; CAPACITY TO SUPPORT THE PROPOSED LOADING CONFIGURATION TO BE ANALYZED BY OTHERS SCALE: NTS (11X17) SCALE: NTS (22X34) )BILE COVP MOUNTED -FRAME IN BASEMENT ENT ROOM T. • •Mobile•- CASCADIA PM. Precision Prolnm Management 4*'CENTERLINE soLuj1ON3 i dwidiW *ftim AWwarls eV ggR _r4 �.4 o� WA'S�y��, 513 oc�SSCALE: NTS (11X17) $TES 2 1 ANCILLARY EQUIPMENT MOUNTING DETAIL SCALE: NTS (22X34) 0 07/23/2015 AUG 12 DEVELOPMENT CITY OF E SCALE: NTS (11 X 17) 3 NOT USED SCALE: NTS (22X34) CPM PROJECT NO.: 8699 PRELIMINARY NO DATE D/C DESCRIPTION 0 04-28-15 JG/MS 90%CD REVIEW 1 07-16-15 EG/MSI CLIENT COMMENT SUBMTTAL NO. DATE D/C I DESCRIPTION 0 07-23-15 EG/EGI BP SUBMITTAL EDMONDS- HARBOR BLDG SITE ID: SE01682B SITE ADDRESS: 100 2ND AVE S EDMONDS, WA 98020 SHEET TITLE CONSTRUCTION DETAILS SHEET NO. A6.0 ANTENNA MOUNTING DETAIL Configuration 702A_RUSh_012 — 2015 (Antenna cabling of one sector shown for darity) RFDS V7 AN Locadw ----------------------------------------- ers 1—.1- FSMF•F68C LTE ESM GSM FSME WITS Legend New Equipment Upgraded equipment (_Remficgumd� equipment Previous Modernized Confix: 2A 20P 201ole■ers U2100 On Ground fN 2A 0121 NOTES: 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. 2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY. 3. TAGGING: ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WATERPROOFING.) 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'-0" ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 5 VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION (SEE STEP 4). 6 PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES & TMAS. 7 ALL ANTENNAS & COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND INSTALLED BY CONTRACTOR. 8 COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1- WIDE WEATHERPROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: #1 -AT ANTENNA CONNECTION #2 - AT ENTRY TO EQUIPMENT CABINET 9 RUN COAXIAL CABLE WITH MINIMUM 12" SLACK & 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE), AND DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE. VERIFY NUMBER OF ANTENNAS, CABLE, AND CABLE DIAMETER WITH T-MOBILE CONSTRUCTION MANAGER. AUG 12 2015 OEVEL02;u'"_Ji�� ,1fM. Cm CF F-m Oros T - -Mobile-9 CASCADIA PM. Precirhn Pro`nm NanApment 4*'C E N T E R L I N E SOLUTIONS — g WLaEsMeerwrls $$R J4 WASy�t�' CZ �O T�1�� SjONAL� 07/23/2015 CPM PROJECT NO.: 8699 PREJMINARY NO. DATE D/C DESCRIPTION 0 04-28% JG/MS 90% CD REVIEW 1 07-16-15 1EGIMS1 CLIENT COMMENT SUSMrrTAL NO.1 DATE D/C 1 DESCRIPTION 0 07-23-151EG/EGI BP SUBMITTAL SITE NAME: EDMONDS- HARBOR BLDG SIZE ID: SE01682B SITE ADDRESS: 100 2ND AVE S EDMONDS, WA 98020 SHEET TITLE RF DETAILS SHEET NO. RF 1.0 1 1 RF DETAILS - ANTENNA & ANCILLARY EQUIPMENT PLUMBING DIAGRAM ARCHITECTURAL T--1 TITLE SHEET, OVERALL SITE PLAN, GENERAL INFORMATION A-1 SITE PLAN, NOTES, LEGAL DESCRIPTION AND VICINITY MAP A-2 EXISTING AND PROPOSED ANTENNA LAYOUT A-3 EXISTING AND PROPOSED EAST ELEVATION A-4 DETAILS STRUCTURAL: S-1 STRUCTURAL NOTES AND LAYOUT S-2 STRUCTURAL DETAILS SKEET INDEX SITE NUMDER: PQYYLH SEA-EDMONDS N/A SITE, ADDRESS: PHONE: 100 2ND AVENUE S. T EDMONDS, WA 98020 N/A PHONE: QWNER: HARBOR BUILDING OF EDMONDS TWO LLC CONTACT: DONNA SCHAEFER, COAST RE SERVICES,INC PHONE: 425-405-1890 BD2 DOWN TOWN MIXED COMMERCIAL 0045480021100 THIS PROPOSAL IS FOR THE MODIFICATION OF AN EXISTING VERIZON WIRELESS FACILITY, CONSISTING OF REMOVAL AND REPLACEMENT OF (12 TOTAL) ANTENNAS, (4 PER SECTOR). ALSO, THE RELOCATION OF (1) EXISTING ANTENNA MOUNTING SKID MOUNTED AT THE EXISTING BUILDING ROOFTOP. PROJECT INFORMATION A/C AIR CONDITIONING HARD'WD HARDWOOD SQ. SQUARE ADJ. ADJUSTABLE HORIZ. HORIZONTAL SS STAINLESS STEEL AFF ABOVE FINISH GRADE HR HOUR STL. STEEL APPROX. APPROXIMATELY HT. HEIGHT STRUCT. STRUCTURAL ASTM AMERICAN SOCIETY FOR HVAC HEATING, VENTING AND SUSP. SUSPENDED TESTING AND MATERIALS AIR CONDITIONING S.V. SHEET VINYL AWG AMERICAN WIRE GAUGE I.D. INSIDE DIAMETER THRU THROUGH BLDG. BUILDING N. INCH TNND TINNED BILK. BLOCK INFO INFORMATION T.O.C. TOP OF CONCRETE BMR BASE MOBILE RADIO INSUL. INSULATION T.O.M. TOP OF MASONRY B/S BUILDING STANDARD INT. INTERIOR TYP. TYPICAL CLG. CEILING LB(S) POUND(S) UBC UNIFORM BUILDING CLR. CLEAR CODE CONC. CONCRETE MAX MAXIMUM UNO UNLESS NOTED CONST. CONSTRUCTION MECH MECHANICAL OTHERWISE CONT. CONTINUES MTL. METAL MFR. MANUFACTURER VERT. VERTICAL DBL. DOUBLE MGR MANAGER VIF VERIFY IN FIELD DIA. DIAMETER MIN MINIMUM VT VINYL TILE DIAG. DIAGONAL MISC. MISCELLANEOUS DIM. DIMENSION W WEST DN DOWN N NORTH W/ WITH DET. DETAIL NA NOT APPLICAPLE WIN WINDOW DWG DRAWING NIC NOT IN CONTRACT W/O WITHOUT NTS NOT TO SCALE W.P. WATER PROOF E EAST EA. EACH O.C. ON CENTER ELEV. ELEVATION OD OUTSIDE DIAMETER ELECT. ELECTRICAL O.H. OPPOSITE HAND EQ. EQUAL OPG. OPENING EQUIP. EQUIPMENT OPP OPPOSITE E.W. EACH WAY (E) EXISTING PLYWD. PLYWOOD EXT. EXTERIOR PR PAIR PROJ PROJECT FIN. FINISH PROP PROPERTY FLUOR. FLUORESCENT PT PRESSURE TREATED FLR FLOOR FT. FOOT REQ'D REQUIRED RM ROOM GA. GAUGE R.O. ROUGH OPENING GALV, GALVANIZED GC GENERAL CONTRACTOR S SOUTH GRND GROUND SHT SHEET GWB GYPSUM WALL BOARD SIM. SIMILAR GYP. BD. GYPSUM BOARD SPEC. SPECIFICATION THIS IS NOT A SITE SURVEY: ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. APPLICANT: VERIZON WIRELESS 3350 1 61 ST AVE S. BELLEVUE, WA 98008 APN � 00858900120100 00858900120400 / 00858900120200 Plannin({ Conditions for MINI facilities (I CD(' 20.50.020): mini facility may be located on the building if the inunediate interior eciling adjacent to the facility is not a designated residential space. (2)'I'hc antenna and related components shall be the same color as flit;existing building on which it is proposed to be located. (•i)'I'ho shelter or cabinet shall be contained wholly within a building or otherwise appropriately concealecl, camouflaged or located underground. / 00858900100100EXISTING (TYPICAL) TREE \ \ \ 00858900120300 / ..........,..... ~.�.'. :--<11;r�.--'.�'��'�t � VE D "'I N P APN 00863300020200 ✓ / 00863300020300 / e' \ / 00863300020100 / 00863300020100 / a o A oo �RpA ♦ / **_4 EXISTING UPPER �� S / O ti Q<v♦ LEVEL PARKING / > \ Q /EXISTING / PROPOSED VERIZON WIRELESS / / \ AP BUILDING ANTENNAS TO REPLACE EXISTING � ♦ 00454800200901 e♦ (8 TOTAL, 4 PER SECTOR) APN /00454800201700 EXISTING- 'ROOFTOP Al / \ APN - - - - \ -- / S h - ♦ 4'a - / .. / 00454800101300 PROPOSED VERIZON WIRELESS Q ANTENNAS (4 TOTAL) MOUNTED ATRELOCATED T / AN ENNA SKID APN / 00787600020300 �E' ♦ / / - / / 00787600010000 / 00787600020200 `.;, I E ED 00787600020100 O! e. bA APPLICANT AGENT: ODELIA PACIFIC CORP. 425 PONTIUS AVE N, SUITE 200 SEATTLE., W,A 98109 CONTACT: RICK CARDOZA PHONE: (253) 218-9017 6ELHITECTZELECTRICAL ENGINEER; KDC ARCHITECTS 4720 200TH STREET SW., SUITE 200 LYNNWOOD,: WA 98036 CONTACT: ERIC CAMP PHONE: (1,425) 670-8651 FAX: (425) 712-0846 WASHINGTOIN STATE CODE COMPLIANCE: 2006 IBC, STANDARDS AND AMENDMENTS-WAC 51 -50; 2006 IRC, STANDARDS AND AMENDMENTS-WAC 51 -51 ; 2006 IMC, STANDARDS AND AMENDMENTS-WAC 51 -52; 2006 IFC, STANDARDS AND AMENDMENTS-WAC 51 -54; 2006 UPC, STANDARDS AND AMENDMENTS-WAC 51 -56, 51 -5.7. PROJECT DIRECTORY DEPART SEATTLE-TACOMA INTERNATIONAL AIRPORT DEPART SEATTLE-TACOMA INTERNATIONAL AIRPORT TAKE RAMP (LEFT) ONTO 1-5 11.0 MI 1-5 / SEATTLE TURN POTENTIALLY RESTRICTED* KEEP LEFT ONTO 1-5 EXPRESS EXPRESS LANES NORTHBOUND MERGE ONTO 1-5 4.8 MI AT EXIT 177, TURN RIGHT ONTO RAMP 0.2 MI WA-104 / EDMONDS / LAKE FOREST PARK KEEP LEFT TO STAY ON RAMP 0.3 MI WA-104 / EDMONDS KEEP RIGHT TO STAY ON RAMP 164 YDS WA-104 TAKE RAMP (RIGHT) ONTO SR-104 [NE 205TH ST] 4.8 MI WA-104 / 244TH ST SW WEST / EDMONDS / KINGSTON FERRY TURN RIGHT (EAST) ONTO SR-524 [MAIN ST] 109 YDS ARRIVE 100 2ND AVE S, EDMONDS, WA 98020 DRIVING DIRECTIONS f.Si: ilA fi�it>Awlf)(`tri).( c•�.1!i"irG) f�JCA$ai t s Aa "'r::?�ipl�; or. Permitting the Gl; 3iil'•t lilit'1+'; Of anY Current).y existing illegal, rloilc'ORfclrirlin: or unperraittetl building, atruCtuze Or site r,:?ndjfl:�ion •t�lrt;�l is outside the aconre of the E"rm,t 1 ppac itlon_ re ;�a Bless of v�hether such 1d.il024r, st 'uavlire or condition is shown on the 0it? PIai Or drgwing, Such building. structure or Condition Lie the ^object of a slrl3ars.te AWI'i'�l (,Vndi+iDn APPROVED RY PLANNING 41R_��oq. c, CONSTRUCTION TYPE OCCUPANCY GROUP— . OCCUPANT fir) y/0D s IF1'CrlC;3 Ai �r.. APPROVED DATE B1DCa OFFICIAL PEMIT iNU 20' 40' 24"x36" SCALE: 1" = 20'-0" I' I "'dl' 11 "x17" SCALE: 1 " = 40'-0" �CONFIDENTIAL AND PROPRIETARY Not for disclosure outside VERIZON WIRELESS without permission. hNjp� ;Jr Fur,,ol Gr f. 'Adcdr l.r. �i E K . - 2 Hin'7e> t n '•iw:a•hnd ''J',�aq ^ a ci y r 624 - z l.rr `irr.o Pi Vida { 1 t: two, M i3fa11 It r;.en of . „ T r `z" u, f it `Jcv; in Zv*� I:e st Splag',e El � ��•,� i Gvle Canter PI,,YncIJ G ., •, 1•, Bel: S; r _ teal St 7: ; N` i'EUltunas _ 6 v �-fts .,. `•. Irij'tfn .3l •r _. ,:. ;'"st Park n:Midi; =j ?ldel _t 'c rri 00I .A ' Ib)11,::Ell re CeJal. ., splice �1-t ,� H 1'1 rrlu,u ud. �nnnnrn`arnr ;j H':nlpr}. •nth_. IF:i PiInCC ..� . -Pam. ;.'•1. ca v: :� u1 (Jrin't SiFt :IFd h FiSINaJ 5' S N 6 co G 31 ?16!R ev v Rd -:data vil...]'tl1r. VICINITY MAP AI i PLANS PREPARED FOR: Y 1� PLANS PREPARED BY: l r- r 11, T 1 1! r ............... . . . KDIC ARCIHITECTS.ENGINEERS, P.C. 4720 200TH STREET SW SUITE 200 LYNNWOOD, WA 98036 PHONE: 425.670.8651 FAX: 425.712.0846 LICENSURE: 5773 REGISTERED ARCHIT CT if CA STATE OF WASHINGTON DATE: 07/30/2009 DRAWN BY: JPM CHECKED BY: EJC REVISIONS DATE DESCRIPTION BY 07/15 ISSUED FOR JPM 2009 90% CD REVIEW 07/30 ISSUED FOR JBB 2009 CONSTRUCTION tf>y PROJECT:SEA- a&We6i�? EDMONDS 100 2ND AVENUE S. EDMONDS, WA 98020 �'t� nt` �• t� 7 �R Yf� • .11:'ij;E„`iili 1}:fa;;''•'rt1l.:�!"