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Structural Calculations FOR JUN 2 9 2010 Verizon Site POR Tualatin /iYOFrIQA © Cellular Antenna Replacement C DivisioN 6975 SW Sandburg St Tigard, OR 97223 D PRo � \ g LN G NE- S 19446P ; CITY OF TIGARD y '/ Approved Agr [ �l 41. Conditionally Approved [ ] See Letter to: Follow [ ] •REG0N G • 14, 2 ° ° ��C/� A i he. Permit N mber: A ) !G U-' ' .5/7 / , : WAREASAW 100 EXPIRES: 06 /30/2011 By: 1■ %1 Date: mom OFFICE COPY CG Engineering Project No. 10010.244 May 2010 ENGINEERING 250 4 Avenue S, Suite 200 Edmonds, WA 98020 (425) 778 -8500 PROJECT DESCRIPTION Verizon is proposing to replace 6 antennas atop the roof of the building located at 6975 SW Sandburg Street in Tigard OR. The antennas will be mounted on poles which are connected to a steel frame constructed of 2x2 angles. The steel frame provides lateral support for the poles. The antennas will be mounted about 4 feet higher than the existing antennas but the bracing will remain. The equipment cabinet will be placed in an equipment room on the 3rd (uppermost) floor of the building. The existing building drawings and design calculations were attained from the City of Tigard. The design is based on these as well as as-built drawings of the antenna supports. SCOPE OF WORK Perform analysis of the existing structure and mounting hardware (specifically the braces) for the antenna installation. Verify whether or not the existing building is adequate to support the proposed installation. This design is to be in conformance with the 2006 International Building Code (IBC). DESIGN CRITERIA 2006 IBC ASCE 7 -05 Dead Loads Antenna Wt. varies, 11.0 to 28.7 LBS. Equipment Cabinet 308 # Snow Load 25 PSF + Drift Wind Load: F= gzxGxCfxAf= 38.7PSF 94.5 MPH Wind, Ht = 47', Exposure B, I = 1.15, Kzt = 1.00 qz = 17.77 PSF, G = 0.85, Cf = 1.35 Seismic Load: F = 0.288 W (ASD) SDC D, Site Class D Sds = 0.708, ap = 1.0, Rp = 2.5, Ip = 1.5, z/h = 0.69 SUMMARY The proposed Verizon antennas connect to mounting poles which are attached to an existing steel frame. The existing mounting poles are 2" Std. Pipe. The steel frame is constructed of 2x2x1/4 steel angles with diaganol braces in each direction to resist lateral loads. The existing mounting poles and braces are adequate to resist seismic and wind loads. The roof framing consists of 2x12 DF #2 joists at 24" OC. The increase to the joists bending stress due to the antennas is only 2.1% and is within the allowable stresses. The equipment cabinet is located in an equipment room on the 3rd floor. The floor was designed to support 50 PSF live load and 20 PSF partition load. The equipment cabinet is 16 "x12 ". Assuming it needs 6" all around it for servicability, it has a distributed load of 44 PSF. This is within the capacity of the floor design load of 50 PSF. Minimal anchorage required to the floor for resisting seismic overturning uplift and shear. One 1/2" bolt at each corner is sufficient for this load. BY Project Summary JLJ Date 5/7/2010 - ENGINEERING `"kd Date s� sleet No. 250 4th Ave S Suite 200 lob No Edmonds, WA 98020 POR Tualatin 10010.244 • • • • �4�cC 4 (e ti- . I.. .. • ... . O11`r1S'• 489 ". x "i,5:X.4,,1.. (lx. t .) ir .. • L- Ux (,51'2. :2, TIV1 WT 26.E • ... . . .. 12, 0 1$ • tX 4p . a - 'rcEl I 3 1 fir{ etc = (1 C.:, 1L. ' tai • .; 2r,3 � , • • it nc<,otAo ' { v ec v � t���atiiir� • • W1NL .. .. . Description By Date U.•! I U Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South project Job No. Suite 200 PoR TU�L �;�' 1 N Edmonds, WA 98020 10010,9_41- Wind Load Calculation for Other Structure (Reference: IBC 2006 Section 1609 & ASCE 7 -05 Section 6.0) Wind Velocity Pressure: Maximum Height of Structure, h, (11) = (47 ) (Per Architectural Drawings) Basic Wind Speed, V (mph) = 94.5 (ASCE 7, Figure 6 -1) Exposure Category B (ASCE 7, Section 6.5.6.3) Building Category = I _ .1 (IBC Table 1604.5) Wind Load Importance Factor, I = (1.15 (ASCE 7 Table 6-1) Velocity pressure exposure coefficient, K, = 0.80 (ASCE 7, Section 6.5.6.6 & Table 6 -3) Topographic Factor, K = 1.00 (ASCE 7, Section 6.5.7.2 & Figure 6-4) Wind Directionality Factor, K4 = 0.86 (ASCE 7, Section 6.5.4.4 & Table 6-4) Velocity Pressure, q (1b /ft = 0.00256K (ASCE 7, Eq. 6-15) = 17.77 Design Wind Load (Open Buildings & Other Structure) Gust effect factor, G = 0.85 (ASCE 7, Section 6.5.8.1) Net force coefficient, Cr = 1.35 (ASCE 7, Figure 6 -20 to 6 -23) for h/d =4.07 Projected area normal to the wind, A (ft) = Af (Projected Wind Area) Design Wind Loads, F, (lb/ft) = q,GC lbs (ASCE 7, Eq. 6 -28) F, (lb/ft) = 20.4 psf (A Rooftop Structures Increase Factor = (ASCE Section 6.5.15.1) F = 35.7 psi x Ar K (ASCE 7, Table 6-3) Height Exposure B Exposure C Z, (ft) Case 1 I Case 2 Cases 1& 2 0-15 0.70 I 0.57 0.85 20 0.70 0.62 0.90 25 0.70 0.66 0.94 30 0.70 0.70 0.98 40 0.76 0.76 1.04 50 0.81 0.81 1.09 60 0.85 0.85 1.13 70 0.89 0.89 1.17 80 0.93 0.93 1.21 90 0.96 0.96 1.24 100 0 -99 0.99 1.26 110 1.04 1.04 1.29 120 1.09 1.09 1.31 n aaao. By Me 4= JU 5/6/2010 O °m ENGINEERING Wind Loads For Components and Systems - Prqject sots Su No N.T.S. 250 4th Ave. South Suite 200 r°^ Edmonds, WA 98020 POR Tualatin 10010.244 • Seismic Load Calculation for Components and System (Reference: IBC 2006 Section 1621 & ASCE 7 -05 Section 13.3, ICC Seismic Design Parameters v3.10) Seismic Force: 0.2s Spectral Response Acceleration, Site Class B, S, = 0.946 (ASCE 7, Figure 22- 1- 22 -14) 1.0s Spectral Response Acceleration, Site Class B, Si = 0.339 (ASCE 7, Figure 22- 1- 22 -14) Site Class = D (ASCE 7, Section 11.4.2) Seismic Design Category = D (ASCE 7, Tables 11.6 - 1 & 11.6 - 2) Site Coefficient per S & Site Class, F, = 1.12 (ASCE 7, Table 11.4 -1) Site Coefficient per S & Site Class, F„ = 1.72 (ASCE 7, Table 11.4 -2) SMS = F = 1.061 (ASCE 7, Section 11.4.3) SMt = F „S = 0.584 (ASCE 7, Section 11.4.3) SDS = 2/3 SMS = (( 0.708 (ASCE 7, Section 11.4.4) S = 2/3 SMt = 0:389 (ASCE 7, Section 11.4.4) (Per ASCE 7 -05. 13.31 Component amplification factor, a = 1.0 (ASCE 7, Table 13.5 -1) Component response modification factor, R = 2.5 (ASCE 7, Table 13.5 -1) Component Importance factor, I = 1.5 (ASCE 7, Table 11.5 -1) Component operating weight, W = W (lb) Height in structure at lowest point of attachment of component, z = 24 (ft) >by1 tIP MEt't Height in structure at highest point of attachment of component, z2 = 24 (ft) C MIA NE 1 SRD Average roof height of structure, h = 35 (ft) J r-t OCR OF ?;tt11.1)1 Seismic Design Force, F = O.dapSD$WP (1 +2z!h) R (Eq. 13.3-1) Max seismic design force, F = 1.6S (Eq. 13.3 -2) Min. seismic design force, F en = 0.3S (Eq. 13.3 -3) Seismic Design Force at Lowest Point, Fpt = 0.403 W FpWvc1 0.403 Seismic Design Force at Highest Point, Fp2 = 0.403 W Min. seismic design force, F = 0.318 W Max seismic design force, F 5 , sas = 1.698 W, Seismic Design Force, F (ASD) = 8 8 W 'vtical By Dale JLJ 5/6/2010 Checked pee o ENGINEERING Seismic Loads For Components and Systems - Pmeci Scale - Sheet No N.T.S. 250 4th Ave. South Suite 200 Jab No, Edmonds, WA 98020 POR Tualatin 10010.244 Conterminous 48 States 2006 International Building Code Latitude = 45.421403 Longitude = - 122.747186 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 0.946 (Ss, Site Class B) 1.0 0.339 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 45.421403 Longitude = - 122.747186 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class D - Fa = 1.122 ,Fv = 1.723 Period Sa (sec) (g) 0.2 1.061 (SMs, Site Class D) 1.0 0.584 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 45.421403 Longitude = - 122.747186 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.122 ,Fv = 1.723 Period Sa (sec) (g) 0.2 0.707 (SDs, Site Class D) 1.0 0.389 (SD1, Site Class D) tt y 3 �� �' r is ' ,,,,,4,1' ,, 1 ,, t r e u sr T '(- 7.1 1 IV � , 1 t x �r .", ' � sM t t lY t Sa L 34'' y ' � ) i W� , fi l Y ` 1 � P''',.;1‘. . :, 4) � h A u r y 7 T I A Y r l r..i - zW+ t % s a e lf r n • � , .E ^ � Y W.' )Y } r`�.. 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''. \ 4 ' .. ..1 ,L. _ 44 emu- ..(..s.'1-',(4) ' -- C" -- 1 , F'(A : 2)-P', + Ft .: : . . r M #-*-_ I.1.E ?.kin ..(voila\ A?) ko,A ., • M„ =. i v f;l . ( ..-.) Is _,i) (0:►2,) = 24.`Co k%i • -, _ /.. = , �.4 :c.lJ1,(p 141 .7. M =. I 1. _>t. in wtxal < i (( 11 .. ..rLl(1.,A )1 ' GK I,t.i, ;..\ S,, -= .' , 4 .' 1. nUC ,/ J) " 0,c +(F,1 l.t.l ,' . . ...ca a(.. . . trix.il .EAAC:k ling; .. CIO "' i n D.( 6.14(2 . `CCI: 1. i - 25 Amax _Pc (t +R ) ... : . - � //: • : to . :,,,, ' x2152)(( 12 ) 2 i l4' +� (12, ' .. / \_ ..: 2gx..lt Xc�, .....:.....ri ... _ .. :. _ . . . Description _ By — Date Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South Project , Job No. Suite 200 Iv It� Edmonds, WA 98020 MI 0. (L1-4- ° l.1 i- N\W. - 1 FRPrML -- : c , ' ' 4401* � cler -,'Air X ck in (.un + r [1';'.4c) Ass. c; F1 : . . . o r .' � . " ....el' �— . ■oi e .V .�(n ( . lr�f:{ 3. 1�� � .. . cl�el'niit�e. cr4Ru .t 1? Jl4'1 ), •4-. CVick J V ]� . a . . .. .. . I I 7 E ) • 0, 1 1 : ? , - ; ( 1 . - ()AIL': - 1 1/ - . • Nan - Coy 1t ct : . ... _ .I o� ' c ^,(c-c ir - i -��a - . -=-- ` r S.i+ 1111",< 1111",< ;211.``.... . • - .► T ..t c :fin= 5.9.(0,1- 2:A 7. :,. . - -5 .: ..- ......._ . ... • L2x204 ok 4 .- 445. .. ( 6lt Y� '. 445(9. �# ��.2 "SCE- "tmtn) • Description B Date \N -C c I I Y�NR 1P'f � By 11-.-7 �o • Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South Proje Job No. Suite 200 \P&L r 1N Edmonds, WA 98020 I b0 I 0 , ��� • . X. ¶ &OF l`'V °C` ' • • f t- Poi. r2.xj2 . #.2.:1 C; (z - "cam,. `,,. y PP .o;u_ V G rOV a 00.8'1 • CL- .. . .. .. ' . Pix_ . i �?) .('LF�o 4 ; . ` . '. c , #- : ...... !. .P, ,Q.v; l .CISS.0 t11G `1 X_(Q. x . 1P . .. . : .:..PwL.-7 . -71 ...'.. Q, �) i0' - 1 -; +- • .... ...0, = :\` f) . T2A7). 1. .. . : . Y ra» Ic ` • .. 1-x V4 X . i 25 - o.�(0..9)(1: ;21 I'l . : hb = , 25 - ,.5/1 1. Wtr. . l = 0,k.r.4 .. . . . ' . • . he /1112.' 0.9-. . :......hd - ..:. 'fig -. `ih, N- 11d3 lam "... h •'i -t.' o i - 5.0 .... ' J.UL ....' . , ' :. .. . . LC.. D ±. V- • 4 . Description By Date L l. `Rt�'� ��`l`-�t�'01�4 Cl Jl-J 5i (c l 10 Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South f Suite 200 Project � \-/ -\„ Job No. Edmonds, WA 98020 ICOlt -VOA- COMPANY PROJECT dl WoodWorks SOFrWARE,OR WOOD DESIGN May 6, 2010 14:53 2x12 Roof Joist Design Check Calculation Sheet Sizer 6.4 LOADS ( lbs. psf, or plf ) Load Type Distribution Magnitude Location (ft] Units Start End Start End Loadl Dead Point 83 1.67 lbs Load2 Wind Point 310 1.67 lbs Load3 Wind Point -310 7.67 lbs Load4 Dead Full UDL 30.0 plf Load5 Snow Full UDL 50.0 plf Load6 Snow Triangular 11.7 0.0 0.00 5.10 plf Load? Dead Point 46 4.67 lbs Load8 Dead Point 96 4.67 lbs MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : , t. , *' ` ,. :t �`' ' -' ` k ., . _ "` a ` w ` ' . , ^.. j ,,,,,,`,,, 10' 17-6.54 A. Dead 478 344 Live 465 441 Total 943 785 Bearing: Load Comb #2 #2 Length 1.01 0.84 Lumber -soft, D.Fir -L, No.2, 2x12" Self- weight of 4.01 plf included in • - . -; - Lateral support: top= full, b. ■ : = at supports; This sectio ( : he design check WARNING: This section violates the following design criteria: ng ovigInal btt' g p, Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : -. 140 (-' ( 11 Criterion Analysis Value Design Value Analysis /Design 1�IT`✓ye re! Shear fv = 76 Fv' = 207 fv /Fv' = 0.37 Bending (+) fb = 1392 Fb' = 10 fb /Fb' = ].r35 Fla' - 19 f v`' Live Defl'n 0.38 = L/554 0.88 = L/240 0.43 _ Total Defl'n 0.89 = L/236 1.17 = L /180 0.76 ` 01 ADDITIONAL DATA: bk . FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 - 2 Fcp' 5 - 1.00 1.00 - - - 1.00 1.00 - - E' 1 6 million 1.00 1.00 - - - - 1.00 1.00 - 2 • Shear 1 LC# 2 = D +S, V = 943, V design = 855 15 lbs Bending( +): LC #2 = D +S, M = 3671 lbs -ft Deflection: LC #2 = D+S EI= 285e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. . (D =dead L =live S =snow W =wind I= impact C= construction CLd =concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT i WoodWorks® SOFTWARE FOR WOOD DESIGN May 6, 2010 14:53 2x12 Roof Joist wo antenna Design Check Calculation Sheet • Sizer 6.4 LOADS ( Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Units Start End Start End Load4 Dead Full UDL 30.0 plf Loads Snow Full UDL 50.0 plf Load6 Snow Triangular 11.7 0.0 0.00 5.10 plf MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 4 -w s IW 9'.,i-, ad o-= it i t-t. 5t '� a ,WW J a, :; • x r� =4 '1 ms=s - -- � tg ; .r 7i 4: T -I ',. k L . -.- y � "" r w - 10' 1r-6.54 Dead 298 298 Live 465 441 Total 764 740 Bearing: . Load Comb #2 #2 Length 0.81 0.79 Lumber -soft, D.Fir -L, No.2, 2x12" Self- weight of 4.01 plf included in I de;- - ` - -- ` Lateral support: top= full, bolt at supports; This section AILS e design check . WARNING: This section violates the following design criteria: KV on C) [ flak Vt j d C „kc, i ssl Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001: 4 = 1O J Criterion Analysis Value Design Value Analysis /Design - lr-4C ray -., Shear fv = 60 Fv' = 207 fv/Fv' = 0.29 Bending (+) fb = 1236 Fb' = 1935 fb /Fb' = .1.r14 Ft, _ 1412 Live Defl'n 0.38 = L/554 0.88 = L/240 0.43 r '� Total Defl'n 0.76 = L/276 1.17 = L/180 0.65 `YV ' C, ( 40 1- ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 - 2 Fcp' 25 - 1.00 1.00 - - - 1.00 1.00 E' .6 million 1.00 1.00 - - - - 1.00 1.00 - 2 C Shear : LC #2 = D+S, v = 764, V design = 67 Bending( +): LC #2 = D +S, M = 3258 lbs -ft Deflection: LC #2 = D +S EI= 285e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L =live S =snow W =wind I= impact C =construction CLd= concentrated) " (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 2. ' Ro'') — 131 =7, 'FA r4 - Le; O" •A F 40 ?F. M = 40 X 182 -18 c /Co2 a • - 14coa c JGio_ /2 %i4�o x1./== U.3r'o - - - - -- --- 2X12 @ 24 ". -0/ — _ ____ — $SAM 1 - _ ----- PA N = '1 IA) :. 4o(I5.4 � - s % ( P 40 -- In - Co 40 VT.- ) /,E, 5832-0 s 1 SAS 0 ?AS - R- a�q.o S/37 -7_7- 1 •.,J I Co x %;o ,A . $ S " � ,P/37 0 1 °E AP(' 2 - -,vto": - 1 , 1, - . - � a 40 St7 isgZ0 0 • 5,,3(, 13, 1 1. ' '7(2O 13 C E- v. 14X1./4 . . - .BEAm 4 .__ . - - -. ____ ... , SPAN 32'_ 4320_ L. . vJ► 420+ 9!00 t 33 = 810 r I. ie 'P. � L L i (e3 c e.. :o (rG>z)Z'/PJ IO.st Coe'o sr • ? _ \29670 4 .. . .. 'rY y ,..3 lo 4 9 .. 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FOR uJ , tiPOtJS t Z�y W 1 8 X 35 — pTL_ c I • 0 8. x 37Gj/ r✓' l7 = • -7cz3 L. Lt__ c •1gx :6/97.5. . oK U5E W t / r V - £5.E.A• - f✓{ 2 SPAN s &.' kc `^J ' V.; E W 12 y 19 r A r (: 4 s►J _ 9 '7.5 (1 g) .. . 1 - 155 g /. - _• m = ._ I-1 55 -,K 2 3' )5 = 2 2 4,G) 40 I = is, I IL - K y vJ I °1 z= 74-o in 2Z 1. 0 2 '-• r i X 1 " 1 F .5 x 322/29 I0G }C 140 = I.°.J2" _ L.h99 > L/240 'JA • • -- ?Li x 1 rp y G7 .;r '954 — ACr L. :. 1 . C V = L1 � (4:1 4 • -1-1 .r _ LAT, co DA< - � I rl LS - " f:A.N Z 4'.. W= I i ry oj, M = 1 - 7 5 ,i< 24 12LP ..3Lo0 - F. = .. 2Ec) _ - t y `J .. 16, x 40 z_ ?18 '_..` I�j: o... • i. c0 r •'��• 0 1 .�. ' JADES G. ►IE 1130M. INC. 1))F E `1'1��{-_� 1 {, `._ J'�'4 c• yr 4� It �5 � CONSULTING ENGINEERS ✓ A r w• E PORTLAND OREGON Gdo ...;/. 17 3 • • to' • . . lii Ili S 6 2 , 1 Indoor eNodeB, 2x2 MIMO (6 RU) • Footprint (WxD) iL ,,,,,!,,,,.;,„: , ,,,,,,,,.f,' ,,-;.1 , ., . Ai44,, ' It " • ak.. 1 - , Central Fan Unit —opt –600x400 mm (24x16 in) ,*. - 0*K.., • , I.:. Height ,.....---„,-tr-.,ij• 1 ,,,, i -, i, ,,. L ,,, –1435 mm (57 in) 3 Sector k 1J- ' (, ,,I ,.'1,,, ii c r ., 4 ,, p ,, , I V it Placement Flexibility : 2x2 MIMO .• - ., . , 1 lk. ■ r.., 1 11 0. , . :,-, i -',, .-, L ' ' II, i c•-'n'..4 .--1 : ' f ' No side or rear access required :, , e0T r fAc... N F.■ ' ', „.' r4 - a Climate system: forced air/fans ,,i „., • %,,.,4.A, T . 1 4 ' i , V,...' II Weight: 140 kg (308 lbs) ,1,L.,., ,,,, ,‘, , . i ,..,ai 3 Sector , , ,,,, , t h ,‘,, e „, , .,,,,-, ,:, 0, ,411 , ' , . ' ' A .' . " . 2x2 MIMO Power —41..P -,'7, ,... ,:. J.-t .-,, i t ., F. -A ,`, .., ',;114 .=.,i'At • 4 100-400 VAC • • ' !, -48 or +24 VDC ,..,,„ ,,,,,, 4 - ,:e. " 1 ri-bi-i4.aP ' -' 'A Power Converters i 0 , Transport Network . t 1, ..,,,v,,, ..... ',: , , , , 4, 10 Equipment , . 4 e.„., . . , - 4R NagiVait) .,.-.,' -4, .. -. - -•... , -'.. 7.-.-1..... ', ,..."'.. ... - Ericsson Confidential 12 PA4 2009-01-13 ERICSSON 0 • O ,644.1-w NA REMOV E U Ver tically Polari L og Periodic 92° / 1 1.5 dBd LPD- 7905/4 M spe When o rderingreplace _'tvithconnectortype. Leng 1 m m '47 in • Width 1 mm 5.1 .in Radiati patterns) y yf Depth 2 45 rrlm 9 in , ; tY wv • 4) Weight 10 kg . 22 1 ,Ibs 7 a . >fl i Wind Area ,o/ �� € Fore /Aft . 016 m 1 68 ft • ' \� - x " Side 0 27 m2 2;65 fie :. ' i 4 ru ( v 5) Ra Win Velocity (Safety factor 2.0) m ! , Z D is 5 5 u ?599 km/ • " m ph ro\ o l a ' ' Wind Load @ 100 mph ( km/hr) ` � ` • Fore /Aft : 240 N 54 Ibs lc � : ` l't Side 394 N 89 "Os • A nt e nn a consisting of bra ss and covered by a ? m ' .' ;a fiberglass redone- Horizontal R ,1 z ? { Mounting and Downtlltmg a , _% m r ?u' Mo br atta to a plpe,di of � � � • .21 5 0 - 1 6 0 mm (2 -6.3 in). 't° �� t� ; '' Y� AD -ti) i, N+ S r Li ' 'S • Mo br ac k et ki # 36 1 10003 Y t D owntilt bracket kit #3611401 �, ,... 4 r , 3) ab t) 0 E sp ecs ca tions . m Amphenol Ante ". Fre uenc , : ; 806- 941„ M Exclusive 3T (True q Y .::P ` Technology) • Transmission Line Imps dan ce " 50 : SO m 3 ) C onnector s) :NE or, - • \ / ® °fi •''� °„° ' Antenna Design: • i' '1 . m ti) m ®� m • True log- periodic des allows for superior �� _ VSWi <;1.25 :1 Vertical front-to-side characteristics to minimize ,.•:.:, <''.:• . �:: �: .:;;.::: ?'::`;; sector overlap. Polarisa Vertical .`. _ : •:., , :: {:... • Durable nal solder joints in • • brass teedline design eliminates 1 15 dBd :. • the need for conventio Power 5 every radiating element for broad band- ` • ? ` r the signal path. '� : Half Power 4n • Anon- collinear system with access to " ' Ra diation patterns for all antennas are H- Plane 9 2° measured with the antenna mounted on • width and superior performan E -Blanc ..... r ? ; , •; :: `. a fib erglass pole, 1) . ;;. ;: .: ` ' • Air as insulation for virtually no internal E l ec trical Down - . :1.25 Mounting on a metal pole will typically signal loss. 1 ) Null Fill 5 ° improve the Front - to-Back ratio. '., This Amphenol Ante! antenn is under a live- L Protection ; :' ' _ : Di Ground year limited warranty for repair or replacement. Also .'available up to 9 60 : MHz Consult your sal Antenna available with center -fed director for more Inf connector only. ) values. ; ; :; . - 2 ) . P o wer rating limi by c onnect o r, ogN• c: .: - • 3 j N E i an. e •N connector., :::. '`.. ; . : ". '. _ •.E -1)IN Indicates a n e longated DIN ionriedoi � `� ®� 4 ) The ant enna weig listed above d oes n'!.'1.,171.`.!..1,:7:..:•;;•:•::::',„: - p e t b rack et weigh p lmtxove to medlanl a n A l ai el perramance `. $' Antel, Inc. ar the antenna maybe made w dh o ut notice. , T Mknna Ta C wParl fit' ` `:AmphenolAntei,.In ";1 :Dri . Rock Illinois 61109 USA Tel. (815) he 399 -0001 Revision Date: 7/5/07 • Toll Free.(888) 417 - 9 5 6 2 . ` , ': :F ( 815) 3 99 -0156 antel @antelinc.com www.antefinc.com .. No_ cAAM (IC __ Slant +1- 45 Dual Polarized, Panel 63° / 18.5 dB.. i ����� 85063/�BF — When with en orderi replace tvi connector M 's .. . „ . L ions n ice• Length 1236 mm 48.7 in . width 1st mm i:5 in.. Radiation patterns) �� �� ly Depth 105 mm 4.1 in `' itt k t� e� x +' - � k l Depth with t bracket 133 m m 5.2 `in m '' �d p�11. to .A � 4 s. 7 0 s . 4) Weig 5 kg:--:;':i., 11 „O • It m -W k x �, z- K r } - c _N7 -0 `4'� x'11 1 t V' p. T 3 ` '^Y = 3 `t'i1r 1 +t Wind Area .. \ , ` g 41- : ,�, M.� r . Fore /Aft 0.24 m2 2. 6 ft2 -Ty( � "� , ' 5 , wt %t Side 016 m2 `' 1.7 ft2, ,A -o j ^� . v • R Wind Velocity (Safety,fac 2.0 I 'J AtAitt z a �' ? e ' .! ,. ”' ` t �ti , > . >:170 mph ' ° � 3 ¢ j }` Wn d Lo ad @ t 100 rnph'(161 km /hr) \ 1 ` 1 . .- 7 , " 3f�x � �' '. , Fore/Aft •.; :- 354 N 80 I 'e \ / { ` ' " m e s S ide 242 N 5 5 lbs �`�__ a t `� a -'ate ' ,o m ® aD A n''''.$51'41:',","-t°#-',8. � � e Y ' � . Antenna •consisting of aluminum, alloy with brass y , , " ka t .; - •,. Horizontal , r ,, <, r feedlines covertid b a UV safe fi ber g la ss ra dome ' � N4 �� w � . • � • Mounting and Downtllting m $ , � ` , V '£' Mounting brackets attach to a pipe diameter of 1D A ® * . e;"-• � v 050 102 mm (2.0 4.0 in) �° t" '' t tm -0 a t' r ' fir Mounting bracket kit #26799997 ' a K,' T . a Downtilt bracket kit ' #26799999 \ 4 h w ,, >: jr, The dowritiit bracket kit i cludes.the mounting a bracket kit. : >. : ` ` ,. • > ;_ '' , A . . Amphenol Antel's ` • ''Electrical sp fica , m .: , 9 '' Exclusive 3T (True P T Line Freque Range 1850 0 .MH z m� :... 1 99 .0 � s. Impe 5052: ' ` ; m y m Via- no Antenna Technology) Design: ) ' Conn ` , ` . ' ' `; =, ? NE =DIN ® • 1Natercut brass feedline assembly for 2: / b ' ' ._.. ; -, ..... :.. .,:._.... Vertical consiste nt performance. _ _it;` or•,Center, _:;;.:' .:'':••.:: ` t) ilVSWR - i_ - - 1 . .4 : 1. : - • • Unique e "" for conventional feedline solder design joints In eliminates the the signal ne d . Polarization : :-:;':.:':.': 45 path. .Isolation Between Ports < ` dB:,.., • A oy wi access to G ' ::.,;:' ;: ' ; 18.5 d13i •:'•:- i, '', ' . everynon - c radiating llinear element sstem or th broad band- P : ? ' Radiation patterns for all antennas are width and superior performance. ° '. 2 ) .` " - ' ` ' ` , W • measured with the antenna mounted on PowerRating ` ` - ...:' , , 2 50. W ;: ; . .1 . . a fiber pole. • Air as insulation for virtually no internal Half Power Angle loss. signal ' . H- Plane`:: ::;':. :':', :;63 ` Mounting on a metal pole will typically improve the Front - to-Back ratio. E- Plane` 7 Thi Amphenol Ante! antenna is under a five- 1 Electrical Downtilt.. • - :_` 0 ° ye arlimited warrantyforrepairorreplacement. 1)', ' ' li'Fill `: ,5% :: .. Antenna can be ordered with bottom -fed or Ligh Protection Direct.Ground center -fed connectors. •• ., : :.: ` ,;' :, -.` r . : Bottom4ed: BXA- 185063l8BF + (NE or E -DIN) i :Patented Dipole Design: U.S Patent No 6 , 59 7,3 24 B . B Center -fed: BXA- 18506318CF + (NE or E -DIN) 1)_T ica val . : F Denotes a Bottom -Fed 2). P ow e r,r a tn g limit py :connec `':' : ': : Connector. �---- :3) NE, indicates. an elongel ,connector. :''•.; : ;�..: E -DIN indicates an elongated DIN ! : -'•. A111p�'f enol 4) The antenna weight Ilated above does not indude ' A a t g- . cw ei ght. ; Val o __ n i c e _ r a ,`': �� f�iltfaf, �01C■ Improvertienls to m an Cl o r eleGi Pert : . '. ' of the antenneinay be made wit noT ice. ` "' - : < : , `' _; : . The Antenna Techmilu7r Coepanr Am phenol Antel,' In c :.;;::.1 300 Capital _D :. Rockford, Illinois 61109 USA Tel. (815) 399 -0001 Revision Date: 7/11/07 :,.,Toll F ree'(888) 41'7 `F :' (815),399-0156 antel @antelinc.com www.antelinc.co. m .• , . New mit 806-900 MHz* ,Ito,Arriphenol ANTENNA SOLUTIONS • BXA-80080-4CF-EDIN-X Replace 'X" with desired electrical downlilt. Antenna is also available with NE connector(s). X-Pol I FET Panel I 80° I 12.0 dBd Replace - EDIN* with 'NE' in the model number when ordering. '• :.FrAijOldi'f4iir . :.. , ' - - :!: - :'.1:;-L' .. .:::: . :E: 806-900 MHz' ''Optional fir#OUenc9 band fOrIDEN 806-941 MHz (specify when ordering) ,!'-,--'7:P1',ie,, • -, Polarization (:::. ':::- :•::'' :: ±45° Horizontal beamwIdth': .:::,:,::: so° • Vertiealbeirtiwidlh !. „ ' '''. •F"' ' 15° ..„,.., . - Gain .„...- .--...... 12.0 dBd (141 dBI) ,:•.;',4-iil: ' ' :.:Electrical de:Wilda (X) :.,.::,::'-;:-..: : 0, 2, 4, 6, 8, 10, 12, 14 ,••=:;„,ii,.,-...,,- 1 ffiP*ie i l 66.: : : :: :.', ','• •• :'' ' ''i'"': : '''.:•:. : '' 50i1 'i "..="1 - ysviffi :':;:, E.i: ::' :. s1.351 • :,t.';'?-0".: Upper sidelobe suppression (0°) :-.:, -13.1 dB :Front$O ---; -36.7 d13 - :,:•;..;.- - K.-21-; , ,: N :; ::- 5% (-26.02 dB) ::lialatiOribetWeenjiiirts,:T::::::::..':;:':':''. e -30 dB ' .:IiiO4 - ii*Of,::''''-• ., .' . 500 W 11001h6OF0*0101i':'':::::'..:;]:::: Direct Ground .• •,' - - , qii!)li0 2 Ports / EDIN or NE / Female / Center (Back) Mechanical Characteristics 0i#10 P.iiili 1206 x 204 x 156 mm 47.5 x 8.0 x 6.1 In ... Depth with ' '..•.'-:,.: 196 mm 7.7 in 4 1.0940kiOl . - 1 t**41 1 40r.4.FkOls ':: 5.4 kg 4141:1). ..i:.P;1010!.1A4.0.4.**1:--::•i..:''-•'.'..i > 201 kmIhr > mph VVIridaraii': .j:•, Front:0.25 m Side: 0.18 m Front: 2.6 ft Side: 1.9 ft iyinitload`O-1611krii/hr (100 mph) Front: 351 N Side: 280 N Front: 791bf Side: 61 lbf Mounting Options . Part Number Fits Pipe Diameter i Weight . .• -1:2-Point Mei/Ming Bracket Kit ""'‘, •::',.. 36210002 50-160 mm 2.0-6.3 In 4.5 kg 10 lbs :.:"?:e!iiiitpciiiptilt Bracket Kit (0-20°) . 36114003 50-160 mm 2.0-6.3 in 4.9 kg 11 lbs :!•DoWntilt Mounting Applications A mounting bracket and downtilt bracket kit must be ordered for downtilt applications • •'-'.Concealment Configurations .: :1;!• For concealment configurations, order BXA-80080.4CF-EDIN-X-FP BXA-80080-4CF-EDIN-X BXA-80080-4CF-EDIN-0 BXA-80080-4CF-EDIN-2 BXA-80080-4CF-EDIN4 BXA-80080-4CF-EDIN-6 . . .. •120,,' ' •---... .60 -120„, j •-•■. ao -......----- I --- -,,ao . s , •-•,. . ' ,. ' • . \ , . . .. , . .:',. ' '.. i,.. `:;. ' ( . . . . .. , ... • . ,. . I , . , ., , , • ... S , . . , / . . • 'V ''.-- \ .., - : - -‘:_..-•/ „ ,., .. Ns:- — ,_•• , N:••••• -,:.--_- ..,.../ „,, -• 1 _____ j „,,- , - . 60 0 . 10 60 Horizontal 0° I Vertical 2° I Vertical 4° I Vertical 6° I Vertical BXA-80080-4CF-EDIN-8 BXA.-80080-4CF-EDIN-10 BXA-800804C F-EDIN-12 BXA-80080-4CF-EDIN-14 •. -00 .., 40 40 _.-----_ / • ' , - -- - • . \ \ . •; \ • ' .• I J ' • '' '. •••••\ .....; 0 10 / ; -,, !, ....::: • ! '-'. '; ' 's. / ' I • .• j • • •, • . \ • ; . • - • • .; ' • / 17 1 • • ..-.-- 60 _- --- -- ---- 8' I Vertical 10° I Vertical 12° I Vertical 14° I Vertical Quoted performance parameters are provided to offer typical or range values only and may vary as a result of normal manufacturing and operational conditions. Extreme operational conditions and/or stress on structural supports is beyond our control. Such conditions may result in damage to this product. 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Mw tiont am [51001406 Int.. 1.16 DIM female http: / /awapps. commscope. com / catalog /andrew /product_details.aspx ?id =17567 5/6/2010 http: / /awapps.commscope.com/ catalog /andrew /product_details.aspx ?id =17567 5/6/2010 I _, PLANS PREPARED FOR: II- ,_ 1. 1 • •,‘ ,,,, e ` SHEET INDEX 1 SITE PERSPECTIVE n %, � v J rr^^ ttt ��� ARCHITECTURAL I ,, t nn`` t �'�� iiiaaa T-1 TITLE SHEET I j __�a s " N -1 GENERAL NOTES A-1 OVERALL SITE PLAN ! + A -1.1 ENLARGED SITE PLAN 30\129 201 - A -2 EXISTING AND PROPOSED ANTENNA LAYOUTS A -3 EXISTING AND PROPOSED SOUTH ELEVATION • A -4 DETAILS ' _ y C!T`( Oc �1Ga���1 ELECTRICAL ! � 1 m1 ' !v ! � !O!d w • E -1 ANTENNA GROUNDING PLAN, DETAILS I - - _ _ �1�� ,.- 4 verizqn , wire e s = - ���I / [� � �► 1 ,dull PLANS PREPARED BY: PRO S UMMARY — �.�� � POR TUALATIN I — N �^` APPLICANT: �/ VERIZON WIRELESS (VAW) LLC ♦ `� 0%;••01 / \ d /b /a VERIZON WIRELESS I I� I NM NW Q 11 5430 NE 122ND AVE 6975 SW SANDBURG ST N, r PORTLAND, OR 97230 / APPLICANT AGENT: REALCOM ASSOCIATES TIGARD OR 97223 .� 14432 SE EASTGATE WAY, SUITE 260 / BELLEVUE, WA 98007 \ " • • • CONTACT: JULEI HINTY LAT : 45° 25' 17.76 "N _ PHONE: (425) 274-4444 EXT.128 ARCHITECT /ELECTRICAL ENGINEER Q �� / A RCHH TE CTS.ENGINEERS, P.C. KDC ARCHITECTS LONG: 122 44' 50.75 W �— 4720 200TH STREET SW SURE 200 4720 200TH STREET SW., SUITE 200 .. - LYNNWOOD, WA 98(136 LYNNWOOD, WA 98036 E L E V. 230' A M S L CENSU east CONTACT: ERIC CAMP F (425) 72 -0841 _ _ _ • _ � FAX: X: (425) 7112 0846 — t OREGON STATE CODE COMPLIANCE' 1 2006 IBC BASED CODE AMENDMENTS CONFIDENTIAL AND PROPRIETARY , t KE " T A P CZ 2007 OREGON STRUCTURAL SPECIALTY CODE , 2007 OREGON MECHANICAL SPECIALTY CODE Not for disclosure outside VERIZON WIRELESS It' = 2007 OREGON FIRE CODE without permission. j� 1 9 • 2008 OREGON ELECTRICAL SPECIALTY CODE 2005 OREGON PLUMBING SPECIALTY CODE � DENVER, COLORADO O SITE NAME' POR— TUALATIN VICINITY MAP . SIGNATURE BLOCK SITE ADDRESS 6975 SW SANDBURG ST ,1 ' -- Is • It TIGARD, OR 97223 a i ' �° r ` f ' ++,b� � � DATE: /2010 1 TITLE SIGNATURE DATE DR P LAND OWNER; WESTON HOLDING CO. LLC 1 -I taw ` ° °P 1 �,, ; I �V J Y: O MGS C/O AMERICAN PROPERTY swrv, swFws : '., v ' \. ( { CHECKED BY EJC MANAGEMENT I- - }- (i [ \ REVISIONS PHONE: (503) 281 -7779 '' (( f � ,' / 3 DATE DESCRIPTION BY I r.'. p I REAL ESTATE STRUCTURE OWNER UNAVAILABLE v a / ' ( , 04/19 ISSUED FOR JP -- -- ', Ir _I_I 2010 90% CD REVIEW JURISDICTION CITY OF TIGARD :sw s..db St _ . H t - SITE `� ' r •� v MGS 06/0, ISSUED FOR PARCEL NUMBER: W262492 3 � ' ' » 1 ' ' 2010 CONSTRUCTION - t, i PROJECT MAP & TAX LOT: 2S101DD00101 \ A '4" ' till :��. / MANAGER ZONING: CP(PROFESSIONAL COMMERCIAL) \ - - .. f ">> • OCCUPANCY: U— UTILITY /MISC (UNMANNED) \ •, ; 'f I S 4 . '` `i ' - RF ENGINEER r, CONSTRUCTION TYPE: VN \ j 8 AREA CALCULATIONS: ; \ i i 1 SITE INFORMATION '., \ sw.G.,>i..,■ L.' :- - ,I ` ,. y � 4 V SWMeidasae_ ...:_ : . - _. - - - -- PROPERTY PROJECT: TOWER SETBACKS: NOT APPLICABLE $o ,, \ - 1 41 -` -: : - • : HEIGHT LIMITS: NOT APPLICABLE �, ' '• .\'� I OWNER PO R- P LEASE AREA: NOT APPLICABLE l�:i..l N REQUIRED SETBACKS: NOT APPLICABLE " TUALATIN DRIVING DIRECTIONS FROM PORTLAND INTERNATIONAL AIRPORT: PROJECT DESCRIPTION: HEAD SOUTHWEST ON NE AIRPORT WAY TOWARD NE AIR CARGO RD N TOWER THIS PROPOSAL IS FOR THE REPLACEMENT OF (6) TAKE THE RAMP ONTO 1 -205 S -� OWNER 6975 SW SANDBURG ST EXISTING VERIZON WIRELESS ANTENNAS (2 PER SECTOR), TAKE EXIT 21B TO MERGE ONTO 1 -84 W /US -30 W TOWARD PORTLAND TIGARD, OR 97223 MOUNTED AT EXISTING ANTENNA MOUNTING PIPES AT THE TAKE THE EXIT ON THE LEFT ONTO 1 -5 S TOWARD BEAVERTON /SALEM ROOF OF THE EXISTING BUILDING. ALSO THE TAKE EXIT 292 TOWARD KRUSE WAY /LAKE OSWEGO INSTALLATION OF (1) "LTE" INDOOR EQUIPMENT CABINET TURN RIGHT AT OR -217 N \ MOUNTED WITHIN AN EXISTING VERIZON WIRELESS TAKE EXIT 7 FOR 72ND AVE SITE EQUIPMENT ROOM (ROOM #360). TURN LEFT AT SW 72ND AVE r ACQUISIT TAKE THE 3RD LEFT ONTO SW SANDBURG ST /SW SANDBURG LN I T.,..1 DESTINATION WILL BE ON THE L EFT ,, _ , �% PLANS PREPARED FOR: CO GENERAL NOTES; CONCRETE NOTES: CO DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS IS UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON PRELIMINARY INFORMATION 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301, A C I. 318 AND THE SPECIFICATION n \ INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY. I CAST -IN -PLACE CONCRETE. CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND , ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / MATERIALS 2. UNLESS NOTED OTHERWISE, ALL CAST -IN -PLACE CONCRETE SHALL BE NORMAL WEIGHT. AIR - ENTRAINED REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 POUNDS PER SQUARE INCH AT 28 DAYS. TYPE PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES. CABLES, PULL BOXES, CONCRETE I -II PORTLAND CEMENT WILL BE USED WITH A MAXIMUM AGGREGATE SIZE OF 3/4" AND 6% ±1% AIR 'I. • FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, WITH THE CONSTRUCTION AND ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER PAD, BARRIERS, POLE, RISERS. TRENCHING, BACKFILL, ENTRAINMENT. ALL CONCRETE WILL HAVE A MAXIMUM WATER /CEMENT (W /C) RATIO OF 0.48. CONTRACT DOCUMENTS. FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE i0 3. ALL CONCRETE FLATWORK SHALL HAVE A STIFF BROOM FINISH AND HAVE A SLOPE OF 1/8" PER FOOT UNLESS BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER IN WRITING. NOTED OTHERWISE. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION CONTRACTOR NOTES: 4. REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO A.S.T.M. A615, GRADE 60, DEFORMED. PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION THE ARCHITECTS /ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DRAWINGS /CONTRACT DOCUMENTS. DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS 5. DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR SUPPORTS, SPACERS, ETC. IN CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT ACCORDANCE WITH "DETAILING OF CONC. REINFORCEMENT" (A.C.I. 315 -80, REV. 1986). THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE , BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE 6. UNLESS OTHERWISE NOTED, ALL LAP SPLICES SHALL BE CLASS B CONFORMING TO ACI 318 -95. PROCEDURES AND FOR COORDINATING AI.L PORTIONS OF THE WORK UNDER THE CONTRACT. ARCHITECT /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 7. A CHAMFER OF 1" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH A C.I. 301 1111j CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/ COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. SECTION 4.2.4 UNLESS OTHERWISE NOTED. l' Pill VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 8. CONCRETE WORK SHALL BE COORDINATED WITH THE MECHANICAL, EQUIPMENT, AND ELECTRICAL WORK TO GROUNDING NOTES: ASSURE THAT ALL AFFECTED PIPES. CONDUITS INSERTS, ETC. ARE IN PLACE AND VERIFIED BEFORE PLACING ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL CONCRETE. APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND CONSTRUCTION WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. 9. CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO THE FOLLOWING UNLESS INDICATED OTHERWISE . • MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO ON THE DRAWINGS: ON THE PERFORMANCE OF THE WORK. - CONCRETE EXPOSED TO WEATHER PLANS PREPARED BY: EQUIPMENT IS NOT BLOCKED. OR IN CONTACT WITH GROUND - 2 INCHES THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE /FACILITY ARE NOT TO BE ALTERED BY THIS 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT MEWS MOW POW 0.t R CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. - CONCRETE CAST AGAINST EARTH- 3 INCHES INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA CONDUIT. 10. COORDINATE LOCATION OF STEEL ANCHOR BOLTS WITH STEEL FABRICATOR PRIOR TO INSTALLATION IN FIELD. e INSTALLATION SUB- CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION 4. PREFABRICATED SHELTER WILL BE PROVIDED WITH INTERNAL WIRING AND EQUIPMENT INSTALLED. FOR P SUB - CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM 11. CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL WALL /SLAB PENETRATIONS (PIPING, CONDUIT,ETC.) POWER, COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY SHELTER MANUFACTURER. 1111 r HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. TELCO AND COAX TO ENTER SITE UNDER EQUIPMENT SLAB. ■■ GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS 5. FOR INTERIOR EQUIPMENT LAYOUT AND LOCATION, SEE SHELTER MANUFACTURER'S DRAWINGS AND UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL SPECIFICATION. IN CASE OF CONFLICT THE DRAWINGS GOVERN. INVOLVED WITH THE PROJECT 6 ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC ( CADWELD). INN II I I 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 7. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING TWO (2) HIGH Ell I I i PART OF THE SCOPE OF WORK. PRESS CRIMPS. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, 8. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL KDC D � PAVING, CURBING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. K ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. ARCHITECTS.ENGINEERS, P.C. 9. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 4720 200TH STREET SW SUITE 200 CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING LYNNWOOD, WA 98036 CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS 10. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG TIN PLATED COPPER UNLESS OTHERWISE 7 8651 • REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT INDICATED. BvV�, SPOTS, SPOTS, DUST, OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY 11. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8 "0 10 -FT. LONG, AND SHALL c (CENSURE: l � REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY BE DRIVEN VERTICALLY WITH THEIR TOPS 18" BELOW FINAL GRADE OR 6" BELOW FROST LINE FOR MAXIMUM 7 DEPTH. COMPANIES' REGULATIONS AND DIRECTIVES. �� 1 �� 12. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND 13. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS K NET D.. t ' MP , � OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING CAN BE ADEQUATELY SUPPORTED. THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS • ! . i .I, . • 14 GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMUM BELOW THE FROST 111 CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND LINE. ' •� ELECTRICAL LINES AND ANTENNA MOUNTING. 1 E ER, COLORA I ■ O VERIFICATION THAT EXISTING TOWER/POLE POLE CAN SUPPORT THE PROPOSED ANTENNA, COAX & ADDITIONAL 15. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1' -0" FROM EQUIPMENT CONCRETE PAD, / SPREAD FOOTING, OR FENCE. EQUIPMENT LOADING IS TO BE DONE BY OTHERS. j',t 16. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GALVANIZED SPRAY. ,,,S.) El FCTRICAL NOTES: 17. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING � I'1 DATE: O /2010 INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN COMPLIANCE WITH L' NATIONAL ELECTRIC CODE, NFPA 70, AND THE STATE OF WASHINGTON LAWS, RULES AND REGULATIONS FOR 18. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT DR&IFY: 0 MGS INSTALLING ELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH SPECIFICATIONS PER A.S.T.M. B 231, GROUNDING POINTS PROVIDED (2 MINIMUM) I B 400, I.C.E.A. 5651 -401, I.C.E.A. P81 -570, & LOCAL PUD. CHECKED BY: EJC 19. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER FURNISHED BACK REVISIONS BOARD. CIVIL NOTES: DATE DESCRIPTION BY UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE 1, CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON MANUFACTURER. COUPLINGS SHALL BE SLIP -ON, 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE SUMMARY. 04/19 ISSUED FOR JP "WIDE SWEEP" TYPE WITH A 24" MINIMUM RADIUS. ALL CONDUIT UNDER ROADS SHALL BE RGS, (OR PVC 201E 90% CD REVIEW 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE ENCASED IN 8 "x18" RED CONCRETE DUCTBANK). AND DISPOSED OF LEGALLY. CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS. COUPLINGS SHALL 06/01 ISSUED FOR MGS BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALL 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, 2010 CONSTRUCTION STUBS -UPS, USE RIGID GALVANIZED STEEL CONDUIT. TOWER AREAS, AND ADJACENT BUILDINGS. IRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC THERE WILL BE NO SPLICES 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS. SNOW W ALLOWED. LROWED. OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. PROVIDE HOPE PULLING HAND HOLES AS NEEDED. 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING AGENT. PROVIDE CRUSHED STONE APPLICATION. INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO SUBGRADE AND BASE PREPARATION: GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE -LUG COMPRESSION TYPE. ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO 1. FOR SLAB -ON -GRADE CONSTRUCTION IT WILL BE NECESSARY TO OVEREXCAVATE THE SITE BY 2' -0" AND PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE TAKEN IMPORT AN APPROVED GRANULAR FILL. THE FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION. ALL MAXIMUM DRY UNIT WEIGHT WITH A MOISTURE CONTENT WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH ANTI - CORROSIVE AGENT SUCH AS "NO -OXY ", AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D- 1557).COM FACTION REQUIREMENTS APPLY TO "NOAOLX" OR "PENETROX ". VERIFY PRODUCT WITH PROJECT MANAGER. ALL BOLTS, WASHERS AND NUTS BACKFILL FOR UTILITY TRENCHES AND FOUNDATION EXCAVATIONS WITHIN STRUCTURES. DRIVEWAYS, OR USED ON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL. PARKING LOT AREAS. PROJECT: ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI - CORROSIVE AGENT SUCH AS LPS -3 OR AS PER 2. COMPACTION SHALL BE ACCOMPLISHED BY PLACING THE FILL IN SUCCESSIVE, HORIZONTAL, NOTE 6 ABOVE. APPROXIMATELY SIX- TO EIGHT -INCH LOOSE LIFTS AND MECHANICALLY COMPACTING EACH LIFT TO AT POR- LEAST THE SPECIFIED MINIMUM DRY DENSITY. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, OR EQUAL, DESIGNATING ALL CIRCUIT TUALATI N NUMBERS CONTAINED IN EACH BOX. 3. ANY ORGANIC MATERIAL, DELETERIOUS MATERIAL, OR DISTURBED SOIL SHALL BE REMOVED FROM FLATWORK AREAS. CONTRACTOR TO ENSURE ILC PROVIDED WITH (2) INTERNAL TVSS. ' 4. THE GROUND SURFACE SURROUNDING EXTERIOR STRUCTURES SHALL BE SLOPED TO DRAIN AWAY IN ALL 6975 SW SANDBURG ST CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND UTILITIES. DIRECTIONS. WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACT ALL TIGARD, OR 97223 UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW. VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING OF THE PROVIDED EQUIPMENT SHELTER PACKAGE. IF OVER 10KAIC, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF A/C TO ACCEPTABLE LEVELS. „ I N.1 I PLANS PREPARED FOR: ` < <G ENERAL NOTES ; ; ` CO 1 ,,l T HIS IS NOT A SITE SURVEY: (/) ALL 1 1 ` BEEN OBTAINED NED BOUNDARIES, FROM A A ITAX ORIENTATION OF NAOPPROXIMDT STREET HALF -WIDTH HAVE n ` G N N OTES: W 'S REFER TO SHEET N -1 FOR GENERAL NOTES - - - - I - - I - - - - - - _ _ 7fn l, •L 1 Sm gii o I 1 \, 1 '//: //// / / % W/W / ;9 ''',:',. ...1i1 III :Nil ' Z v' et % i a `\ Z // a % j EXISTING PARKING AREA .- i ° 1 PLANS PREPARED BY: /� / // / /� // �// / / a % 1 1•111111111111 Is MEW is R // a % ; P PROPOS D N wt f r i / %� f z j° 1 ,2., PROJECT MI 11 / / iii �� � 2 AREA / / / / / r//i / O J"` � I �i % / / /. % / / /,.�! / / / / / % / / / % / / / : � � a SEE // r.-. APN: W262492 ' / /�/✓ // t . ° P KDC iii ii ii i i S % /� Q o5 ARCHITECTS.ENGINEERS, P.C. r 1 , e ° 4720 200TH STREET SW SUITE 200 � - O - LVNNWOOD, WA 98036 _ I I , 4x5 7 1 8651 1 ,1 1 0 ❑ i _ 4 JJ/ { y - � 27' -5" PROPOSED ANTENNAS a ��- (CENSURE: 11 l � � x� �� x. EGR ��lll ti / _'� ❑❑ INGRESS`� ` vim 1 - PR0373TT PROPERTY LINE - - - - - - ° r o o ` o' , KF NE H AMP I EXISTING ADJACENT ' = _ �` -�— — \ VER, COLOR OLORA � i O E2 — , _)C _ ` ° l I V J BUILDING (TYPICAL) Q � ✓ \ �j '1 � Q ' DATE: O3' /2010 / 0 Z % /// / / / //M /� /, /j / / / I o \ ) 0 40,0 DR�1�$Y: O MGS j // / /// / / 'o \ CHECKED BY: EJC / / REVISIONS j / I o I // 1 S<9 DATE DESCRIPTION BY j - I 04/19 ISSUED FOR JP 201 0 90 ISS ECD F REVIEW / , // ?'W// / / , // ?'W// / / /z0 // I / MCS // / I O6 UD OR I / 2010 CONSTRUCTION / /j 'I 11, \ • I � // // / 1 I 1 Q, i SW SNADBURG LN _ _ I ' PROJECT: POR- TUALATIN 6975 SW SANDBURG ST TIGARD, OR 97223 ® OVERALL SITE PLAN 0 30' 60' (SCALE FOR 24x36: 1 "= 30 -0" SCALE FOR 11X17: 1" = 60' -0' S' ¢5' N O R T H Amiii PLANS PREPARED FOR: r --....- - <::::AX GENERALN(3TESRE '.; ':: -: (r) THIS IS NOT A SITE SURVEY: V J ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTH HAVE n` \ BEEN OBTAINED FROM A T PARCEL MAP AND A APPROXIMATE. W GENERA( NOTES: 1 _ REFER TO SHEET N -1 FOR GENERAL NOTES L. \P \ Ufp �:2, ..... STRUCTURAL NOTES: tr -^�--- \ • IN ` `-, LTE CABINET: I ,..._____.% NEW EQUIPMENT CABINET TO BE ANCHORED AT EACH CORNER WITH 1/2 "0 EXPANSION \ 2 BOLTS INTO EXISTING CONCRETE FLOOR SYSTEM AND ACHIEVE 2 -1/2" MIN. EMBEDMENT. lift EXISTING ANTENNA OF OTHERS \ (TYPICAL) ® ,, / EXISTING BUILDIN PARAPET Ma EXISTING MECHANICAL EQUIPMENT z ��, � '� PL ANS PREPARED BY: t / • mow p� taw Tsr IT r , - - - al ` J / PRO EXISTING VERIZON WIRELESS MR MI MI NI Ili J I . ROOM ((/ I � ` �/ I PROPOSED E OSED D VERIZON INDOOR I l� WITHIN EQUIPMENT T CABINET WIRELESS MOUNTED MIMI 111 II I I RHI HIN (MOUNT CABINET PER MANUFACTURES SPECS /INSTRUCTIONS) 1. I I (I _I III I I EXISTING CABLE TRAY EXISTING SKYLIGHT / ll • I I KDC x A 20200T CTS.ENGINEERS, P.C. 4720 200TH STREET SW SURE 200 )1 1' X ><( ><( 10 'RI D 4 25 78651 S °M 4 1 ___._\ .. 11\ (S.:(CENSURE: X \ / �( \/ \ /X \/ \ /�C \/J E XISTING PARKING I ��/,.�� �' /' \ i' l r' \ AREA I M _ X X X ® • '. N H '1 CANT w n • I I I � ' • IA DENVER, COLOR ' +0 OZ c ." ' \ � � DATE: 0�1 @� 1 /2010 I I'' DRFY: O MGS 1 CHECKED BY: EJC / -� REVISIONS DATE DESCRIPTION BY _ _ _ _ 04/19 ISSUED FOR JP 2010 90% CD REVIEW EXISTING ROOF ACCESS HATCH ' 06/01 ISSUED FOR MCS 2010 CONSTRUCTION I — 1 1 , Na r tar PROJECT: - - - - • - - - - - - - PROPERTY LINE - _ POR- ■ 699.50' I - - - - - - Mr 1 TUALATIN I 6975 SW SANDBURG ST TIGARD, OR 97223 1 ENLARGED SITE PLAN 0 8' 16' A - (SCALE FOR 2406. 1/6"= 1' -0" SCALE FOR 11 %17. 1 /16" = 1' -0"I 4' 12' NORTH, AIM 1 (11 PLANS PREPARED FOR: :.: <GENER 4L NOTES ` ..: , ::. ' cn THIS IS NOT A SITE SURVEY; ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTH HAVE ^ \ BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. V.J GFNFRAI NOTFS: W REFER TO SHEET N -1 FOR GENERAL NOTES • ........ � C • EXISTING VERIZON WIRELESS ANTENNAS 2 C X " i � TO REMAIN (3 TOTAL, 1 PER SECTOR) JAI --- —( , ...3 �.. L l r_ LIM I EXISTING VERIZON WIRELESS ANTENNAS TO BE REMOVED (6 TOTAL. 2 PER SECTOR) / EXISTING VERIZON WIRELESS ANTENNAS TO BE REMAIN (3 TOTAL, 1 PER SECTOR) i EXISTING BUILDING PARAPET EXISTING VERIZON WIRELESS ANTENNA MOUNTING FRAME PLANS PREPARED BY: .."7 : -. ..S . : .. 6 - T 7111,11 1 "�f' (3 TOTAL) ) Al• EXISTING VERIZON WIRELESS WPM MUM MT R 13p \3, ANTENNAS TO D If Ii (6 TOTAL. 2 O S R EXISTING VERIZON WIRELESS NI MI III 1111 II I ROOFTOP DOGHOUSE - I EXISTING VERIZON WIRELESS SECTOR "1''\ IC' ANTENNAS TO BE REMOVED - J ill I -, (6 TOTAL, 2 PER SECTOR) �R, (90 II i - 11 I Ni EXISTING VERIZON E WIRELESS / ANTENNAS TO REMAIN �Y (3 TOTAL, 1 PER SECTOR) KDC ARCHITECTS.ENGINEERS, P.C. EXISTING ANTENNA LAYOUT 0 4 ' 8' EXISTING ANTENNA LAYOUT 0 4 ' 8 ' EXISTING ANTENNA LAYOUT 0 4' 8' 47202WQ STREET S s SURE E 200 • I SCALE FOR 24x36: 1/4 "= 1' -0" SCALE FOR II %17: 1/8" = 1' -0' I 425 7 8651 ® SCALE FOR 24x36: 1/4 "= 1' -0" SCALE FOR 11X17: 1/8' = 1' -0" I ® SCALE FOR 24x36: I/4 "= 1' -0' SCALE FOR 11X17: 1/8' = I' -0" I ® �� `j� 1 2' 6' NORTH 2' 6' NORTH 2' 6' NORTH c".ICENSURE �� KENNETH • CAMP 1 ►] �� • N Q ; • c-,-, C . NVER, COLO' , ;'10 OZ PROPOSED VERIZON WIRELESS '7 ,x DATE: 0`Y 10 NSF REPLACEMENT ANTENNAS �� O � ‘p R (6 TOTAL, S TAL, 2 PER SECTOR) DR Y: MGS EXISTING VERIZON WIRELESS ANTENNAS �3p 0). 3,1 i (3 TOTAL, 1 PER SECTOR) a CHECKED BY: EJC REVISIONS PROPOSED N WIRELESS (6) �: DATE DESCRIPTION BY AT ERI I DIPLEXERS AT EXISiL ANTENNA RELOCATED EXISTING VERIZON MOUNTS (2 PER SECTOR); (6) EXISTING VERIZON WIRELESS ANTENNAS WIRELESS ANTENNAS 04 ISSUED DIPLEXERS MOUNTED WITH (3 TOTAL, 1 PER SECTOR) (3 TOTAL, 1 PER SECTOR) / JP EQUIPMENT (12 DIPLEXERS TOTAL) I , 2010 19 903 CD FOR REVIEW 06/01 ISSUED FOR MGS 4 PROPOSED VERIZON WIRELESS (6) DIPLEXERS PROPOSED VERIZON WIRELESS (6) DIPLEXERS 2010 CONSTRUCTION PROPOSED VERIZON WIRELESS AT EXISTING ANTENNA MOUNTS (2 PER SECTOR); AT EXISTING ANTENNA MOUNTS (2 PER SECTOR); PROPOSED VERIZON WIRELESS REPLACEMENT ANTENNAS (6) DIPLEXERS MOUNTED WITH EQUIPMENT (6) DIPLEXERS MOUNTED WITH EQUIPMENT REPLACEMENT ANTENNAS . (6 TOTAL, 2 PER SECTOR) (12 DIPLEXERS TOTAL) (12 DIPLEXERS TOTAL) (6 TOTAL, 2 PER SECTOR) i 2 2 Mr v\ a C7 + + \* I N cc to PROJECT: °�� �"" POR- �W TUALATIN 6975 SW SANDBURG ST PROPOSED ANTENNA LAYOUT 0 4 ' 8 ' PROPOSED ANTENNA LAYOUT 0 4 ' 8 ' PROPOSED ANTENNA LAYOUT 0 4 ' 8 ' TIGARD, OR 97223 ® I SCALE FOR 24x36: 1/4'= 1' -0' SCALE FOR 11X17: 1/8' = 1' -0' I • I SCALE FOR 24x36: 1/4 "= V -0" SCALE FOR 11X17: 1/8' = 1' -0' I ® � I SCALE FOR 2436: 1/4'= 1' -D SCALE FOR 11 %17: 1/8' = 1' -0" I 6 • 2' 6' NORTH 2' 6 NORT 2' 6 NOR A.02 ______. ., PLANS PREPARED FOR: I VERIZON WIRELESS ANTENNAS EXISTING VERIZON WIRELESS ANTENNAS (3 TOTAL, 1 PER SECTOR) TO REMAIN (3 TOTAL, 1 PER SECTOR) TO REMAIN ' i P > °IM , (EXSTINC PROPOSED VERIZON WIRELESS PROPOSED VERIZON WIRELESS _ T.O. EXISTING ANTENNA OF OTHERS REPLACEMENT ANTENNAS REPLACEMENT ANTENNAS 4 9 4 ~ � x 4 � 4T -0 "t r^ ( 6 TO TAL, 2 PER SECTOR) /(6 TOTAL. 2 PER SECTOR) C,`/ J TO. PROPOSED VERIZON WIRELESS ANTENNAS (C1 - ;IiL. I I L ( I IF- i--I 1 1 p-- 1 T O. EXISTING BUILDING PARAPET J 37' -0..t 1 L J ,.1 I PROPOSED VERIZON WIRELESS REPLACEMENT ANTENNAS (6 TOTAL. 2 PER SECTOR) 4 EXISTING VERIZON WIRELESS ANTENNAS (3 TOTAL, 1 PER SECTOR) TO REMAIN k PLANS PREPARED BY: MI Mg II IN if Mill a 11 I KII. II I I - El I I I KDC ARCHITECTS.ENGINEERS, P.C. 4720 200TH STREET SW SUITE 200 LYNNWOOD, WA 98036 425 7 8651 GRADE GRADE 1 � D PROPOSED SOUTH ELEVATION ° 4 ' 8' O' � � �� (CENSURE: �� • SCALE FOR 24x36: 3/16 " = I' -0" SCALE FOR 11X17: 3/32" = I EXISTING VERIZON WIRELESS ANTENNAS TO REMAIN 2 ' 6' (3 TOTAL, 1 PER SECTOR) _ T.O. EXISTING ROOF • o A. l K `cil D . �'' MP , � � . EXISTING VERIZON WIRELESS , e II S t 47 -0 t \' j/ • / ANTENNAS TO BE REMOVED r /,' ' (6 TOTAL, 2 PER SECTOR) E DENVER, COLORAD w Z i _ 9 _I i^ T.O. EXISTING VERIZON WIRELESS ANT3NNA5O x L --i- A EXISTING ROOF MECHANICAL EQUIPMENT (TYPICAL) ° * 4.• P I' 1. :41 DATE: O@�OY /201 0 I 7-) I I I ( 1. I 7-- '.2 Mat j ' I I �i l' I 1 J/ - - '� '/ , �I' T 0. EXISTING BUILDING PARAPET L J DRO1FY: 0 MGS 37 - 0 "t CHECKED BY: EJC REVISIONS EXISTING VERIZON WIRELESS ANTENNAS TO BE REMOVED DATE DESCRIPTION BY (6 TOTAL, 2 PER SECTOR) 04/19 EXISTING VERIZON WIRELESS ANTENNAS ISSUED FOR JP 2010 TO REMAIN (3 TOTAL, 1 PER SECTOR) 2010 90% CD REVIEW 06/01 ISSUED FOR MGS 2010 CONSTRUCTION EXISTING BUILDING • F PROJECT: POR- TUALATIN 6975 SW SANDBURG ST TIGARD, OR 97223 liiiGRADE GRADE ® I EXISTING SOUTH ELEVATION D 4' 8' . • A.3 SCALE FOR 24x36: 3/I6 "= 1' -O' SCALE FOR 11X17: 3/32. = i._01 2' 6' PLANS PREPARED FOR: t NOTES: DIPLEXER NOTE: 1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER 4 5 ANTENNA MOUNTING BRACKET AND THE UPPER POLE 1 ANTENNAS (DIPL C4 ADAPTER BRACKET. SECURE USING 1/2 INCH l'. 2. CONTRACTOR TO VERIFY WITH (r) © O O Jib 2. HARDWARE TO SET THE PROVIDED. DEG REE OF DOWNTILT, ALIGN THE W MANUFACTURER SPEC's FOR MOUNTING ^ \ O • „� DESIRED HOLES ON THE SCISSOR BRACKETS AND REFERENCE AND IS SUBJECT TO CHANGE. 3. DIPLEXER DETAIL AS SHOWN AS A SECURE USING 5/16 INCH HARDWARE PROVIDED. `�J) • � �� `�� THE NUMBER OF CONNECTORS WILL VARY BASED ON ' � ni4 © ANTENNA TYPE. _ �>;, `La�' �i PANEL ANTENNAS OPTIONAL DOWNTI LT �' .� BRACKET l � ' I © ANTENNA MOUN7 — PIPLEXER MOUNTING 6 0 PLATE PIPE MOUNT (TYP) VALMONT MICROFLECT .� PART #81001 OR �' �� APPROVED EQUAL PANEL ANTENNA (TYP) i ® f 1 Ill PARTS: DOWN —TILT BRACKETS ! � �� �' A� ITEM OTY DESCRIPTION k " `� �� © 2 1 ADAPTER. POLE, LOWER , 2 1 BRACKET, DOWNTILT, POLE \ j I �`r © 1 BRACKET, DOWNTILT, ANTENNA C ���� Q 6 1/2 X I HEX HEAD BOLT CONNECTION DIPLEXER � U —BOLT �" O 0 5 6 1/2 SPLIT WASHER 6 2 5/16 X 1 HEX HEAD BOLT I REFER TO DETAIL —A TONTTENNA 0 2 5/16 SPLIT WASHER a 4 1/2" THREADED ROD PLANS PREPARED BY: 0 0 a 1/2" SPLIT WASHER 1 12 1/2" NUT DETAIL -A "" 1im. 1OW °' ri . ANTENNA MOUNTING DETAIL DIPLEXER MOUNTING DETAIL NOT USED INN M► POI X II NOT TO SCALE NOT TO SCALE NOT TO SCALE MI III I II 1 Eli I1I l i i i KDC ARCHITECTS.ENGINEERS, P.C. 4720 200TH STREET SW SUITE 200 LYNNWOOD, WA 98036 425 7 8651 4 1 A�� CENSURE: ,� � l j K E E MP , , ' ` r • ' DENVER, COLORAD c OZ r � DATE: Oct/2010 DR 9NpY: 0 MGS , NOTUSED • p NOT USED • NOTUSED CHECKED BY: EJC NOT TO SCALE NOT TO SCALE IV NOT TO SCALE NOT TO SCALE REVISIONS DATE DESCRIPTION BY 04/19 ISSUED FOR JP 2010 90% CD REVIEW 06/01 ISSUED FOR MGS 2010 CONSTRUCTION S O PROJECT: POR- TUALATIN 6975 SW SANDBURG ST TIGARD, OR 97223 • NOT USED , NOT USED 0 NOT USED 12 NOT USED A.4 NOT TO SCALE A -4 NOT TO SCALE N OT TO SCALE A -4 NOT TO SCALE I PLANS PREPARED FOR: ` DOTES: 0 \ c 0 Cl) 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS � DI RECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 7/16" @ 3/-- - 2. WEATHER PROOFING SHALL BE ANDREWS. (TYPE & PART NUMBER 2 0 0 0 0 0 AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) ^ _-- o ('�\ TO ANTENNAS g, — • . 1 ° jo ° ° o V./ 0 o va ° 0 y -� " 1 " L • JUMPER REQUIRED rRX1 r " ONLY FOR 1 RXO 7X0 ■ LEGEND e 5 /8 "m COAX OR r r A =t, FOR ► �� 1- COPPER GROUND BAR''. "X 4 20 ", NEWTON INSTRUMENT CO. EASE OF ♦ ♦ _ WEATHERPROOFING CAT. NO. B -6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA Q CONNECTION 1 J l KIT (NP.) T1' DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL [ r STANDARD GROUND VARY BASED ON NUMBER OF GROUND CONNECTIONS) CONNECTOR KIT (TYP.) (SEE 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061 -4 OR EQUAL WEATHERPROOFING NOTE) 3- 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. • i KIT (TYP.) CAT. NO. 3015 -8 OR EQUAL SEE NOTE 2 I I I I III ANTENNA CABLE 4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO TO SHELTER (TYP.) CAT NO. A -6056 OR EQUAL ANTENNA GROUND 5- 5/8 -11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. illiii "' '• #6 AWG BAR, SIMILAR TO CAT NO. 3012 -1 OR EQUAL lal K16 -057. MOUNT 6- INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO #2 AWG STRANDED, =111001 GROUND BAR NEAR TOWER /MONOPOLE STRUCTURE. CONNECTION TO TOWER /MONOPOLE ' INSULATED BONDED TOP OF MONOPOLE, STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. 10 TOWER STEEL TOWER OR WAVEGUIDE OR MONOPOLE LADDER. PLANS PREPARED BY: — pow pi: pQ R ® ANTENNA GROUND BAR TYPICAL GROUND BAR DETAIL no m o IR 1 NOT TO SCALE NOT TO SCALE MI IR IN I I STRANDED CU WIRE WITH GREEN, III II I SIZE, THHN/THWN INSULATION. SIZE AS SPECIFIED �_x 11 I GROUND BAR ON WALL, KDC FLOOR OR ON ANTENNA ARCHITECTS.ENGINEERS, P.C. TOWER — —' — — 4720 200TH STREET SW SUITE 200 LYNNWOOD, WA 98036 425 7 651 ' Ay IC ENSURE: 0000 00 1>,, 4 00 00000 00 00 � 0 0 KEN T ‚ 5 , . P EXISTING AGB AT ANTENNAS - V • TWO -HOLE LUG, BOLTED TO r GROUND BAR USING 3/8 " -16 x "_ 1/4"STAINLESS STEEL HEX HEAD )ENVER, COLORAD• BOLTS AND HARDWARE. I VA NEW /2 AWG BTCW FROM ANTENNA GROUND BAR TO ANTENNA (TYPICAL EACH ANTENNA) .TWO-HOLE LUG, TO BE USED WITH #2 AWar c) SOLID TINNED BARE CU WIRE OR STRANDED _ • GROUND BARS AT BOTTOM CU WIRE WITH GREEN, 600V, THHN /THWN � � D f / WHIP ATE: O $ ) /2010 1 OF TOWERS OR MONOPOLES INSULATION TO ANTENNA STRUCTURE, BUILDING j SHALL USE EXOTHERMIC RING GROUND OR MGB DR 1\IpY: 0 MGS ' \ CONNECTION. CHECKED BY: EJC / \ GROUND BAR CONNECTION • \ NOT TO SCALE DATE REVISIONS BY Y Of . 04/19 ISSUED FOR JP 12" TO 24" 2010 90% CD REVIEW PROPOSED REPLACEMENT VERIZON ANTENNA CABLE Q 11 MGS 0 CONSTRUCTION WIRELESS ANTENNAS — IE (6 TOTAL. 2 PER SECTOR) - '� RELOCATED EXISTING VERIZON WEATHERPROOFING KIT 2 1/2 "m MAX. • EXISTING ANTENNA GROUND TO AGB WIRELESS ANTENNAS (SEE NOTE 3) (3 TOTAL, 1 PER SECTOR) CABLE GROUND KIT .. NOTE: #6 AWG STRANDED COPPER GROUND TYPICAL GROUNDING LAYOUT WIRE (GROUNDED TO GROUND BAR) e AT EACH SECTOR. (SEE NOTE I & 2) CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE PROJECT: NOTES: POR- 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS TUALATI N DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO -HOLE LUG. ® ANTENNA GROUNDING PLAN 0 4' 8' 6975 SW S 97223 G ST 3. WEATHER PROOFING SHALL BE TWO -PART TAPE KIT, COLD SHRINK TIGARD, OR 97223 ® SHALL NOT BE USED. SCALE FOR 24x36. 1/4 "= 1' -0" SCALE FOR 11X17: 1/8" = 1' -0" 2' 6' N O R T H - e CABLE GROUNDING DETAIL E ... 1 NOT TO SCALE Paul Slotemaker From: Hap Watkins [HAP @tigard - or.gov] Sent: Thursday, April 29, 2010 2:02 PM To: Paul Slotemaker Subject: RE: Replacement antennas exempt? (POR Tualatin) My read is that the antenna support assembly you have now is at 44 ft. That would be the base elevation I would use for any increase in antenna height. I have to assume that the hardware height was reviewed in the original installation. So, if your replacement antennae are no higher than the existing mounting hardware, then no land use would be required. From: Paul Slotemaker [ mailto :pslotemaker @realcomassoc.com] Sent: Thursday, April 29, 2010 12:30 PM To: Hap Watkins Subject: Replacement antennas exempt? (POR Tualatin) Hap, I just left you a voice message but thought I'd follow up with this email. I'm trying to confirm if Verizon's proposed replacement, rooftop wireless communication antennas will be exempt from land use review. The antennas are located at 6975 SW Sandburg Street in the CP zone. Per a conversation we had back in March, replacement antennas are exempt per 18.798.030(A)(1), but you said an increase in height could trigger a Type II administrative review. Verizon would like to increase the antenna height 1 -foot. This isn't a big increase, considering the mounting hardware already projects above the top of the antennas, but I wanted you to take a look at the following elevation views and let me know if the proposed replacement antennas would remain exempt or not. As seen, Verizon's existing antennas are 43' high. Verizon would like the replacement antennas to measure 44' high. Existing antennas from another wireless company on the roof are higher than Verizon's, and measure 47' to the top. Thanks in advance for you help, and please let me know if you have any questions. 1 Existing (43' to the top of Verizon's antennas) I I.O. fxtSitNS 81531 0 I 1 1 i ! it. ,i.:. kii Y.O _7B$if A'Sk� 1 j Ila a .. il Y.O. EXISTIK 9U1i01�]iy'ARa 37� ' J r 1 9 • f I I I 1 r.R.thf 2 Proposed (44' to the top of Verizon's antennas) I i.Q. Exs-mc ANT E.% 0= OF.- :ER-S. T.0_ PROPOSED VERtZON V1.WL£SS NAS I 1 1 PROPOSED VERQZON FIRELESS I r [ REP LACEMENT ANTENN#S (4 T07 --r-- T.O. Cx1SL'v3 15tn.0 C PARADCT 37*-0 1 1 • GRADE c "�-' Paul Slotemaker, AICP Land Use and Zoning Manager RealCom Associates LLC Office: (503) 241 -0279 x23 Mobile: (503) 421 -2258 Fax: (503) 241 -2204 pslotemaker a(�realcomassoc.com Aso DISCLAIMER: E -mails sent or received by City of Tigard employees are subject to public record laws. If requested, e -mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E -mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules "City General Records Retention Schedule." 3