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STRUCTURAL LOAD ANALYSIS
WOOD POLE
T-Mobile on SCL Wood Pole
T-Mobile Site: Beacon & Aberdeen/SCL/LIU,
SE04630E
16022 126th Ave SE
Renton, WA 98058
September 18, 2018
PSM Job # B18002
PPP SSS MMM
C O N S U L T I N G E N G I N E E R S
2 2 0 0 6 T H A V E N U E , #601 WWW.P S M -E N G I N E E R S .C O M P H O N E 2 0 6 -6 2 2 -4580
S E A T T L E W A S H I N G T O N 9 8 1 2 1 U S A F A X 206-6 2 2 -0 4 2 2
September 18, 2018 PSM Job #B18002
Subject: T-Mobile on SCL Wood Pole
T-Mobile Site: Beacon & Aberdeen/SCL/LIU, SE04630E
16022 126th Ave SE
Renton, WA 98058
Reference codes: International Building Code 2015
National Electrical Safety Code 2012
TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas
Dear Mr. B. J. Thomas,
Per your request, PSM Engineers has analyzed the structural capacity of an existing wood pole at the above
location.
This wood pole had been previously analyzed by PSM under job number B15008 in June of 2015. The subject
pole is a utility pole and hence NESC governs the design of the pole. We have used the most critical loads per
TIA-222-G and NESC 2012 for the antennas to check the pole.
Analysis is performed for both medium wind loading and extreme wind loading conditions as indicated per NESC
2012, with a basic wind speed of 85 mph (3 second gust). Rule 250D (extreme ice loading with concurrent wind)
will never govern design in Renton area (and most of Washington). Rule 250D states that for this region, the
required ice thickness and wind pressure are 0.25" and 2.3 psf respectively. Rule 250B, Medium loading, requires
0.25" of ice and 4 psf wind. Furthermore, the load factors applied to 250B loading are much greater than the
factors applied to 250D loading, and the strength factors are less. Thus we can conclude that rule 250D will never
control design for poles in this region. The deflection load case is also considered for pole loading conditions as
part of this analysis. This load case applies a 6 psf wind on structure and supported facilities.
As shown in the attached sketch, all modifications, future, and existing conductors, conduits, and appurtenances
are considered in the analysis. Among these are:
Rad center at 95’-7” (proposed & existing T-Mobile - A1 in sketch)
(3) Existing Commscope SBNHH-1D65C antennas
(3) Proposed Commscope Style 3C TMAs
(3) Existing Commscope Style 3C TMAs
Mount
Conduit
(4) 6" PVC to 90'
PPP SSS MMM
C O N S U L T I N G E N G I N E E R S
2 2 0 0 6 T H A V E N U E , #601 WWW.P S M -E N G I N E E R S .C O M P H O N E 2 0 6 -6 2 2 -4580
S E A T T L E W A S H I N G T O N 9 8 1 2 1 U S A F A X 206-6 2 2 -0 4 2 2
The analysis assumes all existing conduits and appurtenances will be reattached to the pole at their current heights
and locations. The existing 115' - Class H3 wood pole with 15'-5" embedment is found to be adequate to
withstand the loads associated with the proposed new and existing items stated above. The pole would be stressed
to 86% its capacity. The maximum value of sway at rad center of 95’-7” is 6.2” (0.5 degrees). The twist is
zero.
This analysis requires the following:
1) A minimum Douglas Fir rupture modulus of 7860 psi and elastic modulus of 18200 ksi
2) Soil Properties at pole embedment must be of at least average class based on following soil
classifications:
a) Good: Very dense, well graded sand and gravel, hard clay, dense, well graded, fine and coarse sand
b) Average: Firm clay, firm sand and gravel, compact sandy loam
c) Poor: Soft clay, poorly compacted sands (loose, coarse, or fine sand), wet clays and soft clayey silt
This analysis is invalid if any additional items are attached to the pole. In such a case, a separate supplemental
structural analysis will be necessary. Please feel free to call with any questions or comments.
Sincerely,
PSM Engineers
Attachments: 1. Calculations for wood pole analysis
2. Miscellaneous information by others
PPP SSS MMM
C O N S U L T I N G E N G I N E E R S
2 2 0 0 6 T H A V E N U E , # 6 0 1 W W W .P S M -E N G I N E E R S .C O M P H O N E 2 0 6 -6 2 2 -4 5 8 0
S E A T T L E W A S H I N G T O N 9 8 1 2 1 U S A F A X 2 0 6 -6 2 2 -0 4 2 2
Attachment 1
Calculations for Wood Pole Analysis
Proposed T-Mobile antennas per CDs
(3) 397.5 18/1 ACSR "Chickadee"
secondary 4/0 Al TP
secondary 4/0 Al TP (assumed)
secondary 4/0 Al TP (assumed)
PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121JOB: B18002DATE: Sep 18, 2018Subj: Wood Pole Loading TreeBY:mvStructure Ht. (hs)99.6ftWeight span mult=1.2Sketch: Conduit Info Sketch : Guy Info # guys =0Cd=1.0rnd, 1.6flat 1.00Light Medium Heavy(4) 6" PVC to 90'ht (ft) stakeout angle (deg) dia (in) Site Constr Grade:BTemp 0 15 30 (deg F)Exposure - Wind 4 4 9 (psf)Cf (shape factor) =1.0Ice 0 0.25 0.5 (in)250B Medium WindConstant 0.05 0.2 0.3 (plf)Sketch: NotesWind SpeedMediumIce thickness:0.25inConstant (C)0.20psfStructure Wind4.0psf250C Extreme Wind NESC 2012Wind Vel. (3 sec)85mphTIA/EIA loads? YesStructure Wind 18.7 psf(r) (r) (SUM) (SUM) (r)Load # aptnc/ Cond. Cond. LONG Cond. TRANS Wind Wind Cond. Cond. Cond.+ Cond. Appurt. Appurt. Wind Wind (C) Wind (A) Wind (C) Wind (A) Wind Tension Wind Tension VerticalLevelAzimuth Type cond. Span Tension Tension LONG TRANS Diam. Wt.Ice Wt. Max Tens. Wt. EPA: (A*Cd) Force LONG LONG TRANS TRANS LONG LONG TRANS TRANSHeight, ft Conductor/Appurtenance (degrees) (C or A) (ft) (Y or N) (Y or N) (Y or N) (Y or N) (in) (plf) (plf) (lbs) (lbs) (ft^2) (psf) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)A1 Proposed Antenna96 ft(3) Commscope SBNHH-1D65C antennas 0 A 1 0 N N N Y 0 000 148.8 28.834.0 0.0 0.0 0.0 115.3 0.0 0.0 115.3 0.0 148.8(3) Commscope Twin Style 3C TMAs (exist) 0 A 3 0 N N N Y 0 000 17.6 0.884.0 0.0 0.0 0.0 3.5 0.0 0.0 10.6 0.0 52.8(3) Commscope Twin Style 3C TMAs (proposed) 0 A 3 0 N N N Y0 000 17.6 0.884.0 0.0 0.0 0.0 3.5 0.0 0.0 10.6 0.0 52.8Mounts 0 A 1 0 N N N Y 0 000 750 94.0 0.0 0.0 0.0 36.0 0.0 0.0 36.0 0.0 750.00 A 0 0 N N N Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 A 0 0 N N N Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 172.4 0.0 1004.4A2 Existing 3 transmission lines70.1 ft397.5 18/1 ACSR "Chickadee" 90 C 3 200 Y Y Y Y 0.734 0.4320.7380249940 0 04.0 0.0 0.0 101.7 0.0 0.0 29820.0 305.2 0.0 657.2397.5 18/1 ACSR "Chickadee" 270 C 3 200 Y Y Y Y 0.734 0.4320.7380249940 0 04.0 0.0 0.0 101.7 0.0 0.0 -29820.0 305.2 0.0 657.20 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 610.4 0.0 1314.3A3 Existing Conductor long22.7 ftsecondary 4/0 Al TP 90 C 1 200 Y Y Y Y 1.125 0.7321.1596255300 0 04.0 0.0 0.0 125.3 0.0 0.0 5300.0 125.3 0.0 321.8secondary 4/0 Al TP 270 C 1 200 Y Y Y Y 1.125 0.7321.1596255300 0 04.0 0.0 0.0 125.3 0.0 0.0 -5300.0 125.3 0.0 321.80 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 250.5 0.0 643.6A4 Existing Conductor long21.8 ftsecondary 4/0 Al TP (assumed) 90 C 1 200 Y Y Y Y1.125 0.732 1.1596255300 0 04.0 0.0 0.0 125.3 0.0 0.0 5300.0 125.3 0.0 321.8secondary 4/0 Al TP (assumed) 270 C 1 200 Y Y Y Y1.125 0.732 1.1596255300 0 04.0 0.0 0.0 125.3 0.0 0.0 -5300.0 125.3 0.0 321.80 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 250.5 0.0 643.6A5 Existing Conductor long20.7 ftsecondary 4/0 Al TP (assumed) 90 C 1 200 Y Y Y Y 1.125 0.7321.1596255300 0 04.0 0.0 0.0 125.3 0.0 0.0 5300.0 125.3 0.0 321.8secondary 4/0 Al TP (assumed) 270 C 1 200 Y Y Y Y 1.125 0.7321.1596255300 0 04.0 0.0 0.0 125.3 0.0 0.0 -5300.0 125.3 0.0 321.80 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 250.5 0.0 643.6- Existing none ft0 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 0.0 0.0 0.0- Existing none ft0 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 0.0 0.0 0.0- Existing none ft0 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 04.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 0.0 0.0 0.0A10.0 0.0 172.4 0.0 1004.4A20.0 0.0 610.4 0.0 1314.3A30.0 0.0 250.5 0.0 643.6A40.0 0.0 250.5 0.0 643.6A50.0 0.0 250.5 0.0 643.6-0.0 0.0 0.0 0.0 0.0-0.0 0.0 0.0 0.0 0.0-0.0 0.0 0.0 0.0 0.0DescriptionCONDUCTORS APPURTENANCESLOADS-+ Transverse force, + y axis+ Longitudinal force, +x axis- Transverse force, -y axis- Longitudinal force, -x axisAzimuthZero Deg90 Degline direction 206.622.4580www.psm-engineers.comPole Loads SS.xlsx
PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121JOB: B18002DATE: Sep 18, 2018250C Extreme Wind Loading: NESC 2012Structure GRF= [1+(2.7*Es*Bs^0.5)]/(kv^2) Structure kz=MAX((2.01*(0.67*h/900)^(2/9.5)),0.85)Subj: Wood Pole Loading TreeBY:mvWind Vel. (3 sec)85mph Wire GRF=[1+(2.7*Ew*Bw^0.5)/(kv^2)] for 60ft<=h<=900ftStructure Wind18.7psf Es=0.346*(33/(0.67*hs))^(1/7) Wire kz=MAX((2.01*(h/900)^(2/9.5)),0.85)Structure Ht. 99.6ft Ew=0.346*(33/hw)^(1/7) for 60ft<=h<=900ftIce thickness:0in Bs=1/(1+0.375*hs/220) q=0.00256*(V)^2*k*GRF*I*CdBw=1/(1+0.8*L/220)kv=1.43(r) (r) (SUM) (SUM) (r)Load # aptnc Cond. Cond. LONG Cond. TRANS Wind Wind Cond.Cond. Cond.+ Cond. Appurt. Appurt. Wind Wind (C) Wind (A)Wind (C) Wind (A) Wind Tension Wind Tension VerticalLevelAzimuth Type Span Tension Tension LONG TRANS Diam. Wt. Ice Wt. Max Tens. Wt. EPA: (A*Cd) Force LONG LONG TRANS TRANS LONG LONGTRANS TRANSHeight, ft Conductor/Appurtenance (degrees) (C or A) (ft) (Y or N) (Y or N) (Y or N) (Y or N) (in) (plf) (plf) (lbs) (lbs) (ft^2) (psf) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)96A1 Proposed Antenna 96 (3) Commscope SBNHH-1D65C antennas 0A1 0N N N Y 0 0 0 0 148.8 28.8318.6 0.0 0.0 0.0 537.5 0.0 0.0 537.5 0.0 148.896 (3) Commscope Twin Style 3C TMAs (exist) 0 A3 0N N N Y 0 0 0 0 17.6 0.8818.6 0.0 0.0 0.0 16.4 0.0 0.0 49.2 0.0 52.896 (3) Commscope Twin Style 3C TMAs (proposed) 0 A3 0N N N Y 0 0 0 0 17.6 0.8818.6 0.0 0.0 0.0 16.4 0.0 0.0 49.2 0.0 52.896 Mounts 0 A1 0N N N Y 0 0 0 0 750 918.6 0.0 0.0 0.0 167.8 0.0 0.0 167.8 0.0 750.0960 A0 0N N N Y 0 0 0 0 0 018.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0960 A0 0N N N Y 0 0 0 0 0 018.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.070.1SUMS0.0 0.0 803.8 0.0 1004.4A2 Existing 3 transmission lines 70.1 397.5 18/1 ACSR "Chickadee" 90 C3200 Y Y Y Y 0.734 0.432 0.738024 9940 0 017.4 0.0 0.0 212.9 0.0 0.0 29820.0 638.7 0.0 311.070.1 397.5 18/1 ACSR "Chickadee" 270 C3200 Y Y Y Y 0.734 0.432 0.738024 9940 0 017.4 0.0 0.0 212.9 0.0 0.0 -29820.0 638.7 0.0 311.070.10 C00 Y Y Y Y 0 0 0 0 0 019.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.070.10 C00 Y Y Y Y 0 0 0 0 0 019.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.070.10 C00 Y Y Y Y 0 0 0 0 0 019.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.070.10 C00 Y Y Y Y 0 0 0 0 0 019.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.022.7SUMS0.0 0.0 1277.4 0.0 622.1A3 Existing Conductor long 22.7 secondary 4/0 Al TP 90 C1200 Y Y Y Y 1.125 0.732 1.159625 5300 0 014.7 0.0 0.0 274.9 0.0 0.0 5300.0 274.9 0.0 175.722.7 secondary 4/0 Al TP 270 C1200 Y Y Y Y 1.125 0.732 1.159625 5300 0 014.7 0.0 0.0 274.9 0.0 0.0 -5300.0 274.9 0.0 175.722.70 C00 Y Y Y Y 0 0 0 0 0 016.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.022.70 C00 Y Y Y Y 0 0 0 0 0 016.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.022.70 C00 Y Y Y Y 0 0 0 0 0 016.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.022.70 C00 Y Y Y Y 0 0 0 0 0 016.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.021.8SUMS0.0 0.0 549.8 0.0 351.4A4 Existing Conductor long 21.8 secondary 4/0 Al TP (assumed)90 C1200 Y Y Y Y 1.125 0.732 1.159625 5300 0 014.6 0.0 0.0 273.2 0.0 0.0 5300.0 273.2 0.0 175.721.8 secondary 4/0 Al TP (assumed) 270 C1200 Y Y Y Y 1.125 0.732 1.159625 5300 0 014.6 0.0 0.0 273.2 0.0 0.0 -5300.0 273.2 0.0 175.721.80 C00 Y Y Y Y 0 0 0 0 0 016.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.021.80 C00 Y Y Y Y 0 0 0 0 0 016.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.021.80 C00 Y Y Y Y 0 0 0 0 0 016.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.021.80 C00 Y Y Y Y 0 0 0 0 0 016.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.020.7SUMS0.0 0.0 546.4 0.0 351.4A5 Existing Conductor long 20.7 secondary 4/0 Al TP (assumed)90 C1200 Y Y Y Y 1.125 0.732 1.159625 5300 0 014.5 0.0 0.0 271.1 0.0 0.0 5300.0 271.1 0.0 175.720.7 secondary 4/0 Al TP (assumed) 270 C1200 Y Y Y Y 1.125 0.732 1.159625 5300 0 014.5 0.0 0.0 271.1 0.0 0.0 -5300.0 271.1 0.0 175.720.70 C00 Y Y Y Y 0 0 0 0 0 016.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.020.70 C00 Y Y Y Y 0 0 0 0 0 016.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.020.70 C00 Y Y Y Y 0 0 0 0 0 016.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.020.70 C00 Y Y Y Y 0 0 0 0 0 016.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00SUMS0.0 0.0 542.2 0.0 351.4- Existing none 00 C00 Y Y Y Y 0 0 0 0 0 039.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 039.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 039.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 039.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 039.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 039.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00SUMS0.0 0.0 0.0 0.0 0.0- Existing none 00 C00 Y Y Y Y 0 0 0 0 0 051.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 051.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 051.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 051.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 051.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 051.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00SUMS0.0 0.0 0.0 0.0 0.0- Existing none 00 C00 Y Y Y Y 0 0 0 0 0 051.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 051.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 051.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 051.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 051.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 C00 Y Y Y Y 0 0 0 0 0 051.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 0.0 0.0 0.0A10.0 0.0 803.8 0.0 1004.4A20.0 0.0 1277.4 0.0 622.1A30.0 0.0 549.8 0.0 351.4A40.0 0.0 546.4 0.0 351.4A50.0 0.0 542.2 0.0 351.4-0.0 0.0 0.0 0.0 0.0-0.0 0.0 0.0 0.0 0.0-0.0 0.0 0.0 0.0 0.0DescriptionLOADSCONDUCTORS APPURTENANCES 206.622.4580www.psm-engineers.comPole Loads SS.xlsx
PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121JOB: B18002DATE: Sep 18, 2018Subj: Wood Pole Loading TreeBY:mvStructure Ht. (hs)99.6ftWeight span mult=1.2Cd=1.0rnd, 1.6flat 1.00 Light Medium Heavy Site Constr Grade:BTemp 0 15 30 (deg F)Exposure-Wind 4 4 9 (psf)Cf (shape factor) =1.0Ice 0 0.25 0.5 (in)250B:DeflectionConstant 0.05 0.2 0.3 (plf)Wind SpeedMediumIce thickness:0.25inConstant (C)0.20psfStructure Wind6.0psf(r) (r) (SUM) (SUM) (r)Load # aptnc/ Cond. Cond. LONG Cond. TRANS Wind Wind Cond. Cond. Cond.+ Cond. Appurt. Appurt. Wind Wind (C) Wind (A) Wind (C) Wind (A) Wind Tension Wind Tension VerticalLevelAzimuth Type cond. Span Tension Tension LONG TRANS Diam. Wt.Ice Wt. Max Tens. Wt. EPA: (A*Cd) Force LONG LONG TRANS TRANS LONG LONG TRANS TRANSHeight, ft Conductor/Appurtenance (degrees) (C or A) (ft) (Y or N) (Y or N) (Y or N) (Y or N) (in) (plf) (plf) (lbs) (lbs) (ft^2) (psf) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs)A1 Proposed Antenna96 ft(3) Commscope SBNHH-1D65C antennas 0 A 1 0 N N N Y 0 000 148.8 28.836.0 0.0 0.0 0.0 173.0 0.0 0.0 173.0 0.0 148.8(3) Commscope Twin Style 3C TMAs (exist) 0 A 3 0 N N N Y 0 000 17.6 0.886.0 0.0 0.0 0.0 5.3 0.0 0.0 15.8 0.0 52.8(3) Commscope Twin Style 3C TMAs (proposed) 0 A 3 0 N N N Y0 000 17.6 0.886.0 0.0 0.0 0.0 5.3 0.0 0.0 15.8 0.0 52.8Mounts 0 A 1 0 N N N Y 0 000 750 96.0 0.0 0.0 0.0 54.0 0.0 0.0 54.0 0.0 750.00 A 0 0 N N N Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 A 0 0 N N N Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 258.7 0.0 1004.4A2 Existing 3 transmission lines70.1 ft397.5 18/1 ACSR "Chickadee" 90 C 3 200 Y Y Y Y 0.734 0.4320.7380249940 0 06.0 0.0 0.0 149.1 0.0 0.0 29820.0 447.2 0.0 641.9397.5 18/1 ACSR "Chickadee" 270 C 3 200 Y Y Y Y 0.734 0.4320.7380249940 0 06.0 0.0 0.0 149.1 0.0 0.0 -29820.0 447.2 0.0 641.90 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 894.3 0.0 1283.7A3 Existing Conductor long22.7 ftsecondary 4/0 Al TP 90 C 1 200 Y Y Y Y 1.125 0.7321.1596255300 0 06.0 0.0 0.0 185.5 0.0 0.0 5300.0 185.5 0.0 317.6secondary 4/0 Al TP 270 C 1 200 Y Y Y Y 1.125 0.7321.1596255300 0 06.0 0.0 0.0 185.5 0.0 0.0 -5300.0 185.5 0.0 317.60 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 370.9 0.0 635.2A4 Existing Conductor long21.8 ftsecondary 4/0 Al TP (assumed) 90 C 1 200 Y Y Y Y 1.125 0.7321.1596255300 0 06.0 0.0 0.0 185.5 0.0 0.0 5300.0 185.5 0.0 317.6secondary 4/0 Al TP (assumed) 270 C 1 200 Y Y Y Y 1.125 0.7321.1596255300 0 06.0 0.0 0.0 185.5 0.0 0.0 -5300.0 185.5 0.0 317.60 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 370.9 0.0 635.2A5 Existing Conductor long20.7 ftsecondary 4/0 Al TP (assumed) 90 C 1 200 Y Y Y Y 1.125 0.7321.1596255300 0 06.0 0.0 0.0 185.5 0.0 0.0 5300.0 185.5 0.0 317.6secondary 4/0 Al TP (assumed) 270 C 1 200 Y Y Y Y 1.125 0.7321.1596255300 0 06.0 0.0 0.0 185.5 0.0 0.0 -5300.0 185.5 0.0 317.60 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 370.9 0.0 635.2- Existing none ft0 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 0.0 0.0 0.0- Existing none ft0 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 0.0 0.0 0.0- Existing none ft0 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 C 0 0 Y Y Y Y 0 000 0 06.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0SUMS0.0 0.0 0.0 0.0 0.0A10.0 0.0 258.7 0.0 1004.4A20.0 0.0 894.3 0.0 1283.7A30.0 0.0 370.9 0.0 635.2A40.0 0.0 370.9 0.0 635.2A50.0 0.0 370.9 0.0 635.2-0.0 0.0 0.0 0.0 0.0-0.0 0.0 0.0 0.0 0.0-0.0 0.0 0.0 0.0 0.0DescriptionLOADSCONDUCTORS APPURTENANCES 206.622.4580www.psm-engineers.comPole Loads SS.xlsx
PSM Engineers
2200 6th Ave., #601, Seattle, WA 98121
JOB: B18002 DATE: Sep 18, 2018
Subj: Wood Pole Loading Tree BY:mv
Wind Tension Wind Tension Vertical
Input From Level (Long) (Long) (Transv.) (Transv.)
250B Loads:(lbs) (lbs) (lbs) (lbs) (lbs)
V= Vertical (gravity) loads
A1 0 0 172 0 1004 T= Transverse loads
A2 0 0 610 0 1314 L= Longitudinal loads
A3 0 0 251 0 644
A4 0 0 251 0 644
A5 0 0 251 0 644
-0 0 0 0 0
-0 0 0 0 0
-0 0 0 0 0
Load Case:SF 1.250B: WOOD DESIGN
250B:Wood 0.65 2.50 1.65 2.50 1.65 1.50
Wind Tension Wind Tension Vertical V T L
(Long) (Long) (Transv.) (Transv.)(lbs) (lbs) (lbs)
LEVEL: (lbs) (lbs) (lbs) (lbs) (lbs)
A1 0 0 431 0 1507 A1 1507 431 0
A2 0 0 1526 0 1971 A2 1971 1526 0
A3 0 0 626 0 965 A3 965 626 0
A4 0 0 626 0 965 A4 965 626 0
A5 0 0 626 0 965 A5 965 626 0
-0 0 0 0 0 -0 0 0
-0 0 0 0 0 -0 0 0
-0 0 0 0 0 -0 0 0
Load Case:SF 2.250B: WOOD DESIGN***
250B: Wood 0.26 1.00 0.66 1.00 0.66 0.60
Wind Tension Wind Tension Vertical V T L
(Long) (Long) (Transv.) (Transv.)(lbs) (lbs) (lbs)
LEVEL: (lbs) (lbs) (lbs) (lbs) (lbs)
A1 0 0 172 0 603 A1 603 172 0
A2 0 0 610 0 789 A2 789 610 0
A3 0 0 251 0 386 A3 386 251 0
A4 0 0 251 0 386 A4 386 251 0
A5 0 0 251 0 386 A5 386 251 0
-0 0 0 0 0 - 0 0 0
-0 0 0 0 0 - 0 0 0
-0 0 0 0 0 - 0 0 0
Load Case:SF 3.250B: METAL POLE DESIGN
250B:METAL 1.00 2.50 1.65 2.50 1.65 1.50
Wind Tension Wind Tension Vertical V T L
(Long) (Long) (Transv.) (Transv.)(lbs) (lbs) (lbs)
LEVEL: (lbs) (lbs) (lbs) (lbs) (lbs)
A1 0 0 431 0 1507 A1 1507 431 0
A2 0 0 1526 0 1971 A2 1971 1526 0
A3 0 0 626 0 965 A3 965 626 0
A4 0 0 626 0 965 A4 965 626 0
A5 0 0 626 0 965 A5 965 626 0
-0 0 0 0 0 -0 0 0
-0 0 0 0 0 -0 0 0
-0 0 0 0 0 -0 0 0
Load Case:SF 4.250B: GUY DESIGN
250B: Guys 0.90 2.50 1.65 2.50 1.65 1.50
Wind Tension Wind Tension Vertical V T L
(Long) (Long) (Transv.) (Transv.)(lbs) (lbs) (lbs)
LEVEL: (lbs) (lbs) (lbs) (lbs) (lbs)
A1 0 0 431 0 1507 A1 1507 431 0
A2 0 0 1526 0 1971 A2 1971 1526 0
A3 0 0 626 0 965 A3 965 626 0
A4 0 0 626 0 965 A4 965 626 0
A5 0 0 626 0 965 A5 965 626 0
-0 0 0 0 0 -0 0 0
-0 0 0 0 0 -0 0 0
-0 0 0 0 0 -0 0 0
WIND PRESSURE ON GL-POLE x OLF x SHAPE FACTOR (GLB POLES)
1. 250B WOOD DESIGN = 4PSF x 2.5 x 1.6 = 16 psf
2. 250B WOOD DESIGN = 4PSF x 1.0 x 1.6 = 6.4 psf
3. 250B GUY DESIGN = 4PSF x 2.5 x 1.6 = 16 psf
4. DEFLECTION LOADING= 4PSF x 1.0 x 1.6 = 6.4 psf
note: for Wood pole design only one of the two wood pole designs is required.
Option 2 reccommended for wood pole nonlinear analysis by PLS POLE
NESC LOAD CASE 250B
(15° INITIAL, 4 PSF WIND, 1/4" ICE)
STRENGTH FACTOR=1.00
LOADING SCHEDULE
STRENGTH FACTOR=0.65
STRENGTH FACTOR=0.26
STRENGTH FACTOR=0.90
OVERLOAD FACTORS x LOADS
OVERLOAD FACTORS x LOADS
OVERLOAD FACTORS x LOADS
OVERLOAD FACTORS x LOADS
206.622.4580 www.psm-engineers.com Pole Loads SS.xlsx
PSM Engineers
2200 6th Ave., #601, Seattle, WA 98121
JOB: B18002 DATE: Sep 18, 2018
Subj: Wood Pole Loading Tree BY:mv
Wind Tension Wind Tension Vertical
Input From Level (Long) (Long) (Transv.) (Transv.)
250C Loads:(lbs) (lbs) (lbs) (lbs) (lbs)
V= Vertical (gravity) loads
A1 0 0 804 0 1004 T= Transverse loads
A2 0 0 1277 0 622 L= Longitudinal loads
A3 0 0 550 0 351
A4 0 0 546 0 351
A5 0 0 542 0 351
-0 0 0 0 0
-0 0 0 0 0
-0 0 0 0 0
Load Case:SF 7.250C: WOOD DESIGN
250C:Wood 0.75 1.00 1.00 1.00 1.00 1.00
Wind Tension Wind Tension Vertical V T L
(Long) (Long) (Transv.) (Transv.)(lbs) (lbs) (lbs)
LEVEL: (lbs) (lbs) (lbs) (lbs) (lbs)
A1 0 0 804 0 1004 A1 1004 804 0
A2 0 0 1277 0 622 A2 622 1277 0
A3 0 0 550 0 351 A3 351 550 0
A4 0 0 546 0 351 A4 351 546 0
A5 0 0 542 0 351 A5 351 542 0
-0 0 0 0 0 -0 0 0
-0 0 0 0 0 -0 0 0
-0 0 0 0 0 -0 0 0
Load Case:SF 8.250C: METAL POLE DESIGN
250C: Metal Pole 1.00 1.00 1.00 1.00 1.00 1.00
Wind Tension Wind Tension Vertical V T L
(Long) (Long) (Transv.) (Transv.)(lbs) (lbs) (lbs)
LEVEL: (lbs) (lbs) (lbs) (lbs) (lbs)
A1 0 0 804 0 1004 A1 1004 804 0
A2 0 0 1277 0 622 A2 622 1277 0
A3 0 0 550 0 351 A3 351 550 0
A4 0 0 546 0 351 A4 351 546 0
A5 0 0 542 0 351 A5 351 542 0
-0 0 0 0 0 -0 0 0
-0 0 0 0 0 -0 0 0
-0 0 0 0 0 - 0 0 0
Load Case:SF 9.250C: GUY DESIGN
250C: Guys 0.90 1.00 1.00 1.00 1.00 1.00
Wind Tension Wind Tension Vertical V T L
(Long) (Long) (Transv.) (Transv.)(lbs) (lbs) (lbs)
LEVEL: (lbs) (lbs) (lbs) (lbs) (lbs)
A1 0 0 804 0 1004 A1 1004 804 0
A2 0 0 1277 0 622 A2 622 1277 0
A3 0 0 550 0 351 A3 351 550 0
A4 0 0 546 0 351 A4 351 546 0
A5 0 0 542 0 351 A5 351 542 0
-0 0 0 0 0 -0 0 0
-0 0 0 0 0 -0 0 0
- 0 0 0 0 0 -0 0 0
-
5.. 250C WOOD DESIGN = 25PSF x 1.0 x 1.6 = 40 psf
6.. 250C GUY DESIGN = 20PSF x 1.0 x 1.6 = 40 psf
LOADING SCHEDULE
STRENGTH FACTOR=0.75
STRENGTH FACTOR=0.90
STRENGTH FACTOR=1.00
OVERLOAD FACTORS x LOADS
OVERLOAD FACTORS x LOADS
OVERLOAD FACTORS x LOADS
NESC LOAD CASE 250C: EXTREME
(60° INITIAL, 20 PSF WIND +/-, NO ICE)
206.622.4580 www.psm-engineers.com Pole Loads SS.xlsx
PSM Engineers
2200 6th Ave., #601, Seattle, WA 98121
JOB: B18002 DATE: Sep 18, 2018
Subj: Wood Pole Loading Tree BY:mv
Wind Tension Wind Tension Vertical
Input From Level (Long) (Long) (Transv.) (Transv.)
Deflection Loads:(lbs) (lbs) (lbs) (lbs) (lbs)
V= Vertical (gravity) loads
A1 0 0 259 0 1004 T= Transverse loads
A2 0 0 894 0 1284 L= Longitudinal loads
A3 0 0 371 0 635
A4 0 0 371 0 635
A5 0 0 371 0 635
-0 0 0 0 0
-0 0 0 0 0
-0 0 0 0 0
Load Case:SF 10.DEFLECTION LOADING
250B:Deflection 1.00 1.00 1.00 1.00 1.00 1.00
Wind Tension Wind Tension Vertical V T L
(Long) (Long) (Transv.) (Transv.)(lbs) (lbs) (lbs)
LEVEL: (lbs) (lbs) (lbs) (lbs) (lbs)
A1 0 0 259 0 1004 A1 1004 259 0
A2 0 0 894 0 1284 A2 1284 894 0
A3 0 0 371 0 635 A3 635 371 0
A4 0 0 371 0 635 A4 635 371 0
A5 0 0 371 0 635 A5 635 371 0
-0 0 0 0 0 -0 0 0
-0 0 0 0 0 -0 0 0
-0 0 0 0 0 -0 0 0
LOADING SCHEDULE
NESC LOAD CASE 250B
(15° INITIAL, 6 PSF WIND, 1/4" ICE)
STRENGTH FACTOR=1.00
OVERLOAD FACTORS x LOADS
206.622.4580 www.psm-engineers.com Pole Loads SS.xlsx
PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121JOB: B18002DATE: Sep 18, 2018Subj: Wood Pole Loading TreeBY:mvTIA-222-G Discrete Appurtenance LoadingNO ICEV85 mph(250C)Structure ClassIII1.00Exposure CategoryBTopographic Category1HNAWind Load Factor1.6Dead Load Factor1.2Discrete Appurtenance CalculationsHeightAppurtenance DescriptionQtylengthwidthdepthweightAspect_NAspect_TCaNCaTqzKzKdGhKaEPA_NEPA_TEPA_AF_AWeightLevel(ft)(in)(in)(in)(lb)(psf)(sq ft)(sq ft)(sq ft)(lb)(lb)96(3) Commscope SBNHH-1D65C antennas396.011.97.149.68.1013.521.441.6217.1630.9770.951.10111.47.728.586117996(3) Commscope Twin Style 3C TMAs (proposed)39.18.74.117.61.052.221.201.2017.1630.9770.951.1010.70.31.5446396(3) Commscope Twin Style 3C TMAs (exist)38.95.04.510.11.781.981.201.2017.1630.9770.951.1010.40.31.1323696-015.815.85.9601.002.671.201.2117.1630.9770.951.1010.00.00.00096-010.08.64.7221.162.131.201.2017.1630.9770.951.1010.00.00.00096-07.67.42.87.91.032.711.201.2117.1630.9770.951.1010.00.00.00096Mounts1---750----17.1630.9770.951.101--9.027290012091178A1 206.622.4580www.psm-engineers.comPole Loads SS.xlsx
PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121JOB: B18002DATE: Sep 18, 2018Subj: Wood Pole Loading TreeBY:mvTIA-222-G Discrete Appurtenance LoadingICEV40 mph(250B)Structure ClassIII1.00Exposure CategoryBTopographic Category1HNAWind Load Factor1.0Dead Load Factor1.2Ice thk.0.25 inDiscrete Appurtenance CalculationsHeightAppurtenance DescriptionQtylengthwidthdepthweightAspect_NAspect_TCaNCaTqzKzKdGhKaEPA_NEPA_TEPA_AF_AWeightLevel(ft)(in)(in)(in)(lb)(psf)(sq ft)(sq ft)(sq ft)(lb)(lb)96(3) Commscope SBNHH-1D65C antennas396.512.47.680.47.8112.701.431.593.8010.9770.951.10111.88.129.912529096(3) Commscope Twin Style 3C TMAs (proposed)39.69.24.620.11.042.091.201.203.8010.9770.951.1010.70.41.777296(3) Commscope Twin Style 3C TMAs (exist)39.45.55.011.81.711.881.201.203.8010.9770.951.1010.40.41.254396-016.316.36.467.01.002.541.201.203.8010.9770.951.1010.00.00.00096-010.59.15.224.81.152.021.201.203.8010.9770.951.1010.00.00.00096-08.17.93.39.51.032.451.201.203.8010.9770.951.1010.00.00.00096Mounts1---900----3.8010.9770.951.101--12.05010801871484A1 206.622.4580www.psm-engineers.comPole Loads SS.xlsx
Project Name : B18002 Project Notes: Wood pole (T Mobile) SE04630E Beacon & Aberdeen, RRU - SCL Project File : V:\318025_B18002 - Wood pole (T Mobile) SE04630E Beacon & Aberdeen, RRU - SCL (PSM C15008)\2) SMVE\Engineering\B18002.pol Date run : 17:36:53 18 September 2018 by : PLS-POLE Version 10.40 Licensed to : PSM Successfully performed nonlinear analysis The model has 0 warnings. Loads from file: v:\318025_b18002 - wood pole (t mobile) se04630e beacon & aberdeen, rru - scl (psm c15008)\2) smve\engineering\b18002 loads.lca *** Analysis Results: Maximum element usage is 86.17% for Wood Pole "Pole" in load case "250C EXTREME WIND" Summary of Joint Support Reactions For All Load Cases: Load Case Joint Long. Tran. Vert. Shear Tran. Long. Vert. Bending Found. Label Force Force Force Force Moment Moment Moment Moment Usage (kips) (kips) (kips) (kips) (ft-k) (ft-k) (ft-k) (ft-k) % ----------------------------------------------------------------------------------------- 250B MED WIND Pole:g -0.05 -6.26 17.42 6.26 301.78 -2.12 -0.00 301.78 0.00 250C EXTREME WIND Pole:g -0.02 -8.50 9.74 8.50 439.84 -1.10 -0.00 439.84 0.00 DEFLECTION Pole:g -0.03 -3.72 11.72 3.72 178.30 -1.14 -0.00 178.31 0.00 Summary of Tip Deflections For All Load Cases: Note: postive tip load results in positive rotation Load Case Joint Long. Tran. Vert. Resultant Long. Tran. Twist Label Defl. Defl. Defl. Defl. Rot. Rot. (in) (in) (in) (in) (deg) (deg) (deg) ----------------------------------------------------------------------- 250B MED WIND Pole:t 0.07 10.43 -0.06 10.43 0.01 -0.78 0.00 250C EXTREME WIND Pole:t 0.04 16.59 -0.15 16.59 0.00 -1.32 0.00 DEFLECTION Pole:t 0.04 6.15 -0.02 6.15 0.00 -0.46 0.00 *** Overall summary for all load cases - Usage = Maximum Stress / Allowable Stress Summary of Wood Pole Usages: Wood Pole Maximum Load Case Segment Weight Label Usage % Number (lbs) --------------------------------------------------- Pole 86.17 250C EXTREME WIND 25 5995.3
*** Maximum Stress Summary for Each Load Case Summary of Maximum Usages by Load Case: Load Case Maximum Element Element Usage % Label Type -------------------------------------------- 250B MED WIND 68.76 Pole Wood Pole 250C EXTREME WIND 86.17 Pole Wood Pole DEFLECTION 26.45 Pole Wood Pole Summary of Wood Pole Usages by Load Case: Load Case Maximum Wood Pole Segment Usage % Label Number -------------------------------------------- 250B MED WIND 68.76 Pole 25 250C EXTREME WIND 86.17 Pole 25 DEFLECTION 26.45 Pole 25 Summary of Insulator Usages: Insulator Insulator Maximum Load Case Weight Label Type Usage % (lbs) ------------------------------------------------- A1 Clamp 0.00 250B MED WIND 0.0 A2 Clamp 0.00 250B MED WIND 0.0 A3 Clamp 0.00 250B MED WIND 0.0 A4 Clamp 0.00 250B MED WIND 0.0 A5 Clamp 0.00 250B MED WIND 0.0 AC1 Clamp 0.00 250B MED WIND 0.0 AC2 Clamp 0.00 250B MED WIND 0.0 AC3 Clamp 0.00 250B MED WIND 0.0 *** Weight of structure (lbs): Weight of Wood Poles: 5995.3 Weight of Equipment: 2400.0 Total: 8395.3 *** End of Report
*************************************************************************** * * * PLS-POLE * * POLE AND FRAME ANALYSIS AND DESIGN * * Copyright Power Line Systems, Inc. 1999-2006 * * * *************************************************************************** Project Name : B18002 Project Notes: Wood pole (T Mobile) SE04630E Beacon & Aberdeen, RRU - SCL Project File : V:\318025_B18002 - Wood pole (T Mobile) SE04630E Beacon & Aberdeen, RRU - SCL (PSM C15008)\2) SMVE\Engineering\B18002.pol Date run : 17:36:53 18 September 2018 by : PLS-POLE Version 10.40 Licensed to : PSM Successfully performed nonlinear analysis The model has 0 warnings. Modeling options: Offset Arms from Pole/Mast: Yes Offset Braces from Pole/Mast: Yes Offset Guys from Pole/Mast: Yes Offset Posts from Pole/Mast: Yes Offset Strains from Pole/Mast: No Use Alternate Convergence Process: No Wood Pole Stresses Checked Along Entire Pole With ANSI O5.1.2008 Fiber Stress Reduction With Height Wood Pole Nominal Buckling Check Data: Load Method: No Nominal Check Wood Material Properties: Material Modulus Design Weight ANSI O5.1 Label of Stress Density Status Elasticity MOR (ksi) (ksi) (lbs/ft^3) ---------------------------------------------------------------------------- DFC>=50ft:Unguyed/S. (NESC 2012) 1.82e+004 7.86 31 Included Wood Pole Properties: Wood Pole Stock Pole Pole Length Tip Circum. Tip Base Default Default Strength Distance Ultimate Property Number Species Class Circum. At Dist. Diameter Diameter Embedded Drag Check From Load Label From Butt Length Coef. Type Tip (ft) (in) (in) (in) (in) (ft) (ft) (kips) ------------------------------------------------------------------------------------------------------------------------------------------- DF-H3-115 D.Fir and S.Pine H3 115.00 33 72.5 0 0 12 1 Calculated 0.000 0.0000
Wood Pole Connectivity: Pole Tip Base X of Y of Z of Inclin. Inclin. Wood Pole Material Attach. Base Embed % Embed C. Top Cut Bot. Cut Label Joint Joint Base Base Base About X About Y Property Set Property Set Labels Connect Override Override Length Length (ft) (ft) (ft) (deg) (deg) (ft) (ft) (ft) ----------------------------------------------------------------------------------------------------------------------------------------------------- Pole 0 0 0 0 0 DF-H3-115 DFC>=50ft:Unguyed/S. (NESC 2012) 8 labels Fixed 0.00 15.41 0.00 0.00 Relative Attachment Labels for Wood Pole "Pole": Joint Distance From Global Z Label Origin/Top Joint of Attach (ft) (ft) --------------------------------------------- Pole:A1 0.00 96.00 Pole:A2 0.00 70.10 Pole:A3 0.00 22.70 Pole:A4 0.00 21.80 Pole:A5 0.00 20.70 Pole:AC1 0.00 15.00 Pole:AC2 0.00 45.00 Pole:AC3 0.00 75.00 Detailed Wood Properties: Note: the following properties do not include any reduction that may occur due to wood pole defects or bolt holes. Element Pole Dist. Dist. Outer Area Moment Design Section Unfactored Label Feature Above From Diameter Of Stress Modulus Moment Ground Tip Inertia MOR Capacity (ft) (ft) (in) (in^2) (in^4) (ksi) (in^3) (ft-k) --------------------------------------------------------------------------------- Pole Pole:t 99.59 0.00 10.50 86.66 597.6 6.7 113.8 63.4 Pole Pole:A1 96.00 3.59 10.92 93.63 697.6 6.7 127.8 71.1 Pole 91.00 8.59 11.50 103.78 857.1 6.7 149.1 83.0 Pole 86.00 13.59 12.07 114.46 1042.5 6.7 172.7 96.2 Pole 81.00 18.59 12.65 125.65 1256.4 6.7 198.7 110.6 Pole 78.00 21.59 12.99 132.62 1399.7 6.7 215.4 119.9 Pole Pole:AC3 75.00 24.59 13.34 139.78 1554.8 6.7 233.1 129.8 Pole Pole:A2 70.10 29.49 13.91 151.88 1835.6 6.7 264.0 147.0 Pole 65.10 34.49 14.48 164.74 2159.6 6.7 298.2 166.0 Pole 60.10 39.49 15.06 178.12 2524.7 6.7 335.3 186.7 Pole 55.10 44.49 15.64 192.02 2934.2 6.7 375.3 209.0 Pole 50.10 49.49 16.21 206.45 3391.7 6.7 418.4 232.9 Pole 47.55 52.04 16.51 214.01 3644.6 6.7 441.6 247.8 Pole Pole:AC2 45.00 54.59 16.80 221.70 3911.4 6.8 465.6 263.6 Pole 40.00 59.59 17.38 237.19 4476.8 6.9 515.2 296.8 Pole 35.00 64.59 17.95 253.19 5101.4 7.0 568.2 333.0 Pole 30.00 69.59 18.53 269.72 5789.1 7.1 624.8 372.3 Pole 26.35 73.24 18.95 282.11 6333.4 7.2 668.3 403.0 Pole Pole:A3 22.70 76.89 19.37 294.79 6915.2 7.3 713.9 435.6 Pole Pole:A4 21.80 77.79 19.48 297.95 7064.7 7.3 725.4 443.9 Pole Pole:A5 20.70 78.89 19.60 301.85 7250.6 7.4 739.7 454.3 Pole 17.85 81.74 19.93 312.06 7749.3 7.4 777.5 481.9 Pole Pole:AC1 15.00 84.59 20.26 322.44 8273.3 7.5 816.6 510.7 Pole 10.00 89.59 20.84 341.05 9256.3 7.6 888.4 564.4 Pole 5.00 94.59 21.42 360.19 10324.4 7.7 964.2 622.0 Pole Pole:g 0.00 99.59 21.99 379.86 11482.3 7.9 1044.2 684.0 Equipment Library: Equipment Stock Weight Wind Ice Shape or Drag Diameter Height Property Label Number Area Area EIA Antenna Type Coef. (lbs) (ft^2) (ft^2) (ft) (ft) -------------------------------------------------------------------------------------------------- 4,6"PVCw/3,15/8"30` 800.0 33.13 0.23 Circle 1.00 1.10 30.00 Equipment Connectivity: Equipment Attach Equipment EIA Antenna Label Label Property Orientation Set Angle (deg) --------------------------------------------------------- (4)6"conduit(b) Pole:AC1 4,6"PVCw/3,15/8"30` 0.00 (4)6"conduit(m) Pole:AC2 4,6"PVCw/3,15/8"30` 0.00 (4)6"conduit(t) Pole:AC3 4,6"PVCw/3,15/8"30` 0.00
*** Insulator Data Clamp Properties: Label Stock Holding Number Capacity (lbs) ---------------------- FICT 1e+008 Clamp Insulator Connectivity: Clamp Structure Property Min. Required Label And Tip Set Vertical Load Attach (uplift) (lbs) --------------------------------------- A1 Pole:A1 FICT No Limit A2 Pole:A2 FICT No Limit A3 Pole:A3 FICT No Limit A4 Pole:A4 FICT No Limit A5 Pole:A5 FICT No Limit AC1 Pole:AC1 FICT No Limit AC2 Pole:AC2 FICT No Limit AC3 Pole:AC3 FICT No Limit
*** Loads Data Loads from file: v:\318025_b18002 - wood pole (t mobile) se04630e beacon & aberdeen, rru - scl (psm c15008)\2) smve\engineering\b18002 loads.lca Insulator dead and wind loads are already included in the point loads printed below. Loading Method Parameters: Structure Height Summary (used for calculating wind/ice adjust with height): Z of ground for wind height adjust 0.00 (ft) and structure Z coordinate that will be put on the centerline ground profile in PLS-CADD. Ground elevation shift 0.00 (ft) Z of ground with shift 0.00 (ft) Z of structure top (highest joint) 99.59 (ft) Structure height 99.59 (ft) Structure height above ground 99.59 (ft) Vector Load Cases: Load Case Dead Wind SF for SF for SF for SF for SF for SF for SF for SF for SF for SF For Point Wind/Ice Trans. Longit. Ice Ice Temperature Pole Pole Description Load Area Steel Poles Wood Conc. Conc. Conc. Guys Non Braces Insuls. Found. Loads Model Wind Wind Thick. Density Deflection Deflection Factor Factor Tubular Arms Poles Ult. First Zero and Tubular Pressure Pressure Check Limit and Towers Crack Tens. Cables Arms (psf) (psf) (in)(lbs/ft^3) (deg F) % or (ft) ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 250B MED WIND 1.5000 2.5000 0.00000 0.6500 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5 loads Wind on All 4 0 0.250 56.000 60.0 No Limit 0 250C EXTREME WIND 1.0000 1.0000 0.00000 0.7500 0.0000 0.0000 0.0000 0.9000 0.0000 0.0000 0.0000 0.0000 5 loads Wind on All 18.7 0 0.000 56.000 60.0 No Limit 0 DEFLECTION 1.0000 1.0000 0.00000 1.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5 loads Wind on All 6 0 0.250 56.000 60.0 No Limit 0 Point Loads for Load Case "250B MED WIND": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (lbs) (lbs) ------------------------------------------------- Pole:A1 1507 431 0 Pole:A2 1971 1526 0 Pole:A3 965 626 0 Pole:A4 965 626 0 Pole:A5 965 626 0 Detailed Pole Loading Data for Load Case "250B MED WIND": Notes: Does not include loads from equipment, arms, guys, braces, etc. or user input loads. Wind load is calculated for the undeformed shape of a pole. Pole Top Bottom Section Section Section Outer Reynolds Drag Adjusted Adjusted Pole Pole Pole Ice Pole Ice Tran. Long. Label Joint Joint Top Bottom Average Diameter Number Coef. Wind Ice Vert. Wind Vertical Wind Wind Wind Z Z Elevation Pressure Thickness Load Load Load Load Load Load (ft) (ft) (ft) (in) (psf) (in) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) ----------------------------------------------------------------------------------------------------------------------------------------- Pole Pole:t Pole:A1 99.59 96.00 97.80 10.711 5.07e+005 1.000 10.00 0.25 104.46 32.05 11.74 1.50 33.54 0.00 Pole Pole:A1 96.00 91.00 93.50 11.207 5.31e+005 1.000 10.00 0.25 159.26 46.70 17.11 2.08 48.78 0.00 Pole 91.00 86.00 88.50 11.783 5.58e+005 1.000 10.00 0.25 176.07 49.10 18.00 2.08 51.18 0.00 Pole 86.00 81.00 83.50 12.360 5.85e+005 1.000 10.00 0.25 193.73 51.50 18.88 2.08 53.59 0.00 Pole 81.00 78.00 79.50 12.822 6.07e+005 1.000 10.00 0.25 125.08 32.06 11.75 1.25 33.31 0.00 Pole Pole:AC3 78.00 75.00 76.50 13.168 6.23e+005 1.000 10.00 0.25 131.92 32.92 12.07 1.25 34.17 0.00 Pole Pole:AC3 Pole:A2 75.00 70.10 72.55 13.623 6.45e+005 1.000 10.00 0.25 230.64 55.63 20.39 2.04 57.67 0.00 Pole Pole:A2 70.10 65.10 67.60 14.194 6.72e+005 1.000 10.00 0.25 255.49 59.15 21.68 2.08 61.23 0.00 Pole 65.10 60.10 62.60 14.771 6.99e+005 1.000 10.00 0.25 276.68 61.55 22.56 2.08 63.63 0.00 Pole 60.10 55.10 57.60 15.348 7.27e+005 1.000 10.00 0.25 298.71 63.95 23.44 2.08 66.04 0.00 Pole 55.10 50.10 52.60 15.925 7.54e+005 1.000 10.00 0.25 321.58 66.36 24.32 2.08 68.44 0.00 Pole 50.10 47.55 48.82 16.360 7.75e+005 1.000 10.00 0.25 173.10 34.77 12.74 1.06 35.83 0.00 Pole Pole:AC2 47.55 45.00 46.28 16.654 7.89e+005 1.000 10.00 0.25 179.38 35.39 12.97 1.06 36.45 0.00 Pole Pole:AC2 45.00 40.00 42.50 17.090 8.09e+005 1.000 10.00 0.25 370.35 71.21 26.10 2.08 73.29 0.00 Pole 40.00 35.00 37.50 17.666 8.36e+005 1.000 10.00 0.25 395.77 73.61 26.98 2.08 75.70 0.00 Pole 35.00 30.00 32.50 18.243 8.64e+005 1.000 10.00 0.25 422.03 76.02 27.86 2.08 78.10 0.00 Pole 30.00 26.35 28.17 18.742 8.87e+005 1.000 10.00 0.25 325.17 57.01 20.89 1.52 58.53 0.00 Pole Pole:A3 26.35 22.70 24.52 19.163 9.07e+005 1.000 10.00 0.25 339.94 58.29 21.36 1.52 59.81 0.00 Pole Pole:A3 Pole:A4 22.70 21.80 22.25 19.425 9.2e+005 1.000 10.00 0.25 86.13 14.57 5.34 0.38 14.94 0.00 Pole Pole:A4 Pole:A5 21.80 20.70 21.25 19.541 9.25e+005 1.000 10.00 0.25 106.53 17.91 6.57 0.46 18.37 0.00 Pole Pole:A5 20.70 17.85 19.27 19.769 9.36e+005 1.000 10.00 0.25 282.47 46.95 17.21 1.19 48.14 0.00 Pole Pole:AC1 17.85 15.00 16.42 20.097 9.52e+005 1.000 10.00 0.25 291.95 47.73 17.49 1.19 48.92 0.00 Pole Pole:AC1 15.00 10.00 12.50 20.550 9.73e+005 1.000 10.00 0.25 535.52 85.63 31.38 2.08 87.71 0.00 Pole 10.00 5.00 7.50 21.127 1e+006 1.000 10.00 0.25 566.01 88.03 32.26 2.08 90.12 0.00 Pole Pole:g 5.00 0.00 2.50 21.704 1.03e+006 1.000 10.00 0.25 597.33 90.44 33.14 2.08 92.52 0.00
Point Loads for Load Case "250C EXTREME WIND": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (lbs) (lbs) ------------------------------------------------- Pole:A1 1004 1209 0 Pole:A2 622 1277 0 Pole:A3 351 550 0 Pole:A4 351 546 0 Pole:A5 351 542 0 Point Loads for Load Case "DEFLECTION": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (lbs) (lbs) ------------------------------------------------- Pole:A1 1004 259 0 Pole:A2 1284 894 0 Pole:A3 635 371 0 Pole:A4 635 371 0 Pole:A5 635 371 0 Detailed Pole Loading Data for Load Case "DEFLECTION": Notes: Does not include loads from equipment, arms, guys, braces, etc. or user input loads. Wind load is calculated for the undeformed shape of a pole. Pole Top Bottom Section Section Section Outer Reynolds Drag Adjusted Adjusted Pole Pole Pole Ice Pole Ice Tran. Long. Label Joint Joint Top Bottom Average Diameter Number Coef. Wind Ice Vert. Wind Vertical Wind Wind Wind Z Z Elevation Pressure Thickness Load Load Load Load Load Load (ft) (ft) (ft) (in) (psf) (in) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) ----------------------------------------------------------------------------------------------------------------------------------------- Pole Pole:t Pole:A1 99.59 96.00 97.80 10.711 3.93e+005 1.000 6.00 0.25 69.64 19.23 11.74 0.90 20.13 0.00 Pole Pole:A1 96.00 91.00 93.50 11.207 4.11e+005 1.000 6.00 0.25 106.17 28.02 17.11 1.25 29.27 0.00 Pole 91.00 86.00 88.50 11.783 4.32e+005 1.000 6.00 0.25 117.38 29.46 18.00 1.25 30.71 0.00 Pole 86.00 81.00 83.50 12.360 4.53e+005 1.000 6.00 0.25 129.16 30.91 18.88 1.25 32.16 0.00 Pole 81.00 78.00 79.50 12.822 4.7e+005 1.000 6.00 0.25 83.39 19.24 11.75 0.75 19.99 0.00 Pole Pole:AC3 78.00 75.00 76.50 13.168 4.83e+005 1.000 6.00 0.25 87.95 19.75 12.07 0.75 20.50 0.00 Pole Pole:AC3 Pole:A2 75.00 70.10 72.55 13.623 5e+005 1.000 6.00 0.25 153.76 33.38 20.39 1.23 34.61 0.00 Pole Pole:A2 70.10 65.10 67.60 14.194 5.21e+005 1.000 6.00 0.25 170.33 35.49 21.68 1.25 36.74 0.00 Pole 65.10 60.10 62.60 14.771 5.42e+005 1.000 6.00 0.25 184.45 36.93 22.56 1.25 38.18 0.00 Pole 60.10 55.10 57.60 15.348 5.63e+005 1.000 6.00 0.25 199.14 38.38 23.44 1.25 39.63 0.00 Pole 55.10 50.10 52.60 15.925 5.84e+005 1.000 6.00 0.25 214.38 39.82 24.32 1.25 41.07 0.00 Pole 50.10 47.55 48.82 16.360 6e+005 1.000 6.00 0.25 115.40 20.86 12.74 0.64 21.50 0.00 Pole Pole:AC2 47.55 45.00 46.28 16.654 6.11e+005 1.000 6.00 0.25 119.58 21.24 12.97 0.64 21.87 0.00 Pole Pole:AC2 45.00 40.00 42.50 17.090 6.27e+005 1.000 6.00 0.25 246.90 42.73 26.10 1.25 43.98 0.00 Pole 40.00 35.00 37.50 17.666 6.48e+005 1.000 6.00 0.25 263.85 44.17 26.98 1.25 45.42 0.00 Pole 35.00 30.00 32.50 18.243 6.69e+005 1.000 6.00 0.25 281.36 45.61 27.86 1.25 46.86 0.00 Pole 30.00 26.35 28.17 18.742 6.87e+005 1.000 6.00 0.25 216.78 34.21 20.89 0.91 35.12 0.00 Pole Pole:A3 26.35 22.70 24.52 19.163 7.03e+005 1.000 6.00 0.25 226.63 34.98 21.36 0.91 35.89 0.00 Pole Pole:A3 Pole:A4 22.70 21.80 22.25 19.425 7.12e+005 1.000 6.00 0.25 57.42 8.74 5.34 0.23 8.97 0.00 Pole Pole:A4 Pole:A5 21.80 20.70 21.25 19.541 7.17e+005 1.000 6.00 0.25 71.02 10.75 6.57 0.28 11.02 0.00 Pole Pole:A5 20.70 17.85 19.27 19.769 7.25e+005 1.000 6.00 0.25 188.32 28.17 17.21 0.71 28.89 0.00 Pole Pole:AC1 17.85 15.00 16.42 20.097 7.37e+005 1.000 6.00 0.25 194.63 28.64 17.49 0.71 29.36 0.00 Pole Pole:AC1 15.00 10.00 12.50 20.550 7.54e+005 1.000 6.00 0.25 357.02 51.38 31.38 1.25 52.63 0.00 Pole 10.00 5.00 7.50 21.127 7.75e+005 1.000 6.00 0.25 377.34 52.83 32.26 1.25 54.08 0.00 Pole Pole:g 5.00 0.00 2.50 21.704 7.96e+005 1.000 6.00 0.25 398.22 54.27 33.14 1.25 55.52 0.00
*** Analysis Results: Maximum element usage is 86.17% for Wood Pole "Pole" in load case "250C EXTREME WIND" *** Analysis Results for Load Case No. 1 "250B MED WIND" - Number of iterations in SAPS 13 Equilibrium Joint Positions and Rotations for Load Case "250B MED WIND": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) -------------------------------------------------------------------------------------- Pole:g 0 0 0 0.0000 0.0000 0.0000 0 0 0 Pole:t 0.005836 0.8689 -0.004896 -0.7839 0.0052 0.0000 0.005836 0.8689 99.59 Pole:A1 0.005513 0.8198 -0.00456 -0.7838 0.0052 0.0000 0.005513 0.8198 96 Pole:AC3 0.003656 0.5389 -0.002661 -0.7361 0.0049 0.0000 0.003656 0.5389 75 Pole:A2 0.003243 0.4768 -0.00226 -0.7159 0.0048 0.0000 0.003243 0.4768 70.1 Pole:AC2 0.001415 0.2036 -0.0007091 -0.5067 0.0035 0.0000 0.001415 0.2036 45 Pole:A3 0.0003712 0.0531 -0.0001388 -0.2633 0.0018 -0.0000 0.0003712 0.0531 22.7 Pole:A4 0.0003428 0.04904 -0.0001277 -0.2533 0.0018 -0.0000 0.0003428 0.04904 21.8 Pole:A5 0.0003095 0.04429 -0.0001149 -0.2412 0.0017 -0.0000 0.0003095 0.04429 20.7 Pole:AC1 0.0001639 0.02345 -6.242e-005 -0.1767 0.0012 0.0000 0.0001639 0.02345 15
Joint Support Reactions for Load Case "250B MED WIND": Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kips) %(kips) %(kips) % % (kips) % (ft-k) % (ft-k) % (ft-k) % % --------------------------------------------------------------------------------------------------------------- Pole:g -0.05 0.0 -6.26 0.0 17.42 0.0 0.0 0.00 0.0 301.78 0.0 -2.1 0.0 -0.00 0.0 0.0 Detailed Wood Pole Usages for Load Case "250B MED WIND": Note: Resultant stress may be artificially increased to account for wood pole defects. Element Joint Joint Rel. Trans. Long. Vert. Trans. Long. Tors. Axial Tran. Long. P/A M/S. Res. Max. Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage (ft) (in) (in) (in) (ft-k)(ft-k)(ft-k) (kips) (kips) (kips) (ksi) (ksi) (ksi) % ---------------------------------------------------------------------------------------------------------------------- Pole Pole:t Origin 0.00 10.43 0.07 -0.06 -0.00 -0.00 0.0 -0.06 0.02 -0.00 0.00 0.00 0.00 0.0 Pole Pole:A1 End 3.59 9.84 0.07 -0.05 0.06 -0.00 0.0 -0.06 0.02 -0.00 0.00 0.01 0.01 0.2 Pole Pole:A1 Origin 3.59 9.84 0.07 -0.05 0.06 -0.00 -0.0 -1.71 0.51 -0.00 0.02 0.01 0.02 0.6 Pole #Pole:0 End 8.59 9.02 0.06 -0.05 2.62 -0.01 -0.0 -1.71 0.51 -0.00 0.02 0.21 0.23 5.2 Pole #Pole:0 Origin 8.59 9.02 0.06 -0.05 2.62 -0.01 0.0 -1.89 0.56 -0.00 0.02 0.21 0.23 5.3 Pole #Pole:1 End 13.59 8.21 0.06 -0.04 5.45 -0.02 0.0 -1.89 0.56 -0.00 0.02 0.38 0.39 9.1 Pole #Pole:1 Origin 13.59 8.21 0.06 -0.04 5.45 -0.02 0.0 -2.09 0.62 -0.00 0.02 0.38 0.40 9.1 Pole #Pole:2 End 18.59 7.41 0.05 -0.04 8.54 -0.05 0.0 -2.09 0.62 -0.00 0.02 0.52 0.53 12.3 Pole #Pole:2 Origin 18.59 7.41 0.05 -0.04 8.54 -0.05 0.0 -2.27 0.66 -0.01 0.02 0.52 0.53 12.3 Pole #Pole:3 End 21.59 6.93 0.05 -0.03 10.54 -0.06 0.0 -2.27 0.66 -0.01 0.02 0.59 0.60 13.9 Pole #Pole:3 Origin 21.59 6.93 0.05 -0.03 10.54 -0.06 0.0 -2.41 0.70 -0.01 0.02 0.59 0.61 13.9 Pole Pole:AC3 End 24.59 6.47 0.04 -0.03 12.64 -0.08 0.0 -2.41 0.70 -0.01 0.02 0.65 0.67 15.4 Pole Pole:AC3 Origin 24.59 6.47 0.04 -0.03 12.64 -0.08 0.0 -3.80 1.11 -0.01 0.03 0.65 0.68 15.6 Pole Pole:A2 End 29.49 5.72 0.04 -0.03 18.06 -0.14 0.0 -3.80 1.11 -0.01 0.03 0.82 0.85 19.5 Pole Pole:A2 Origin 29.49 5.72 0.04 -0.03 18.06 -0.14 -0.0 -6.02 2.72 -0.01 0.04 0.82 0.86 19.8 Pole #Pole:4 End 34.49 4.99 0.03 -0.02 31.65 -0.20 -0.0 -6.02 2.72 -0.01 0.04 1.27 1.31 30.2 Pole #Pole:4 Origin 34.49 4.99 0.03 -0.02 31.65 -0.20 -0.0 -6.31 2.78 -0.01 0.04 1.27 1.31 30.2 Pole #Pole:5 End 39.49 4.28 0.03 -0.02 45.55 -0.28 -0.0 -6.31 2.78 -0.01 0.04 1.63 1.67 38.4 Pole #Pole:5 Origin 39.49 4.28 0.03 -0.02 45.55 -0.28 -0.0 -6.62 2.84 -0.02 0.04 1.63 1.67 38.4 Pole #Pole:6 End 44.49 3.62 0.02 -0.01 59.77 -0.36 -0.0 -6.62 2.84 -0.02 0.03 1.91 1.95 44.8 Pole #Pole:6 Origin 44.49 3.62 0.02 -0.01 59.77 -0.36 0.0 -6.96 2.91 -0.02 0.04 1.91 1.95 44.8 Pole #Pole:7 End 49.49 3.01 0.02 -0.01 74.32 -0.45 0.0 -6.96 2.91 -0.02 0.03 2.13 2.17 49.9 Pole #Pole:7 Origin 49.49 3.01 0.02 -0.01 74.32 -0.45 0.0 -7.23 2.96 -0.02 0.04 2.13 2.17 49.9 Pole #Pole:8 End 52.04 2.72 0.02 -0.01 81.87 -0.50 0.0 -7.23 2.96 -0.02 0.03 2.22 2.26 51.6 Pole #Pole:8 Origin 52.04 2.72 0.02 -0.01 81.87 -0.50 0.0 -7.42 2.99 -0.02 0.03 2.22 2.26 51.6 Pole Pole:AC2 End 54.59 2.44 0.02 -0.01 89.50 -0.55 0.0 -7.42 2.99 -0.02 0.03 2.31 2.34 53.0 Pole Pole:AC2 Origin 54.59 2.44 0.02 -0.01 89.50 -0.55 0.0 -8.91 3.40 -0.03 0.04 2.31 2.35 53.1 Pole #Pole:9 End 59.59 1.94 0.01 -0.01 106.50 -0.68 0.0 -8.91 3.40 -0.03 0.04 2.48 2.52 56.0 Pole #Pole:9 Origin 59.59 1.94 0.01 -0.01 106.50 -0.68 0.0 -9.32 3.47 -0.03 0.04 2.48 2.52 56.1 Pole #Pole:10 End 64.59 1.49 0.01 -0.00 123.85 -0.81 0.0 -9.32 3.47 -0.03 0.04 2.62 2.65 58.0 Pole #Pole:10 Origin 64.59 1.49 0.01 -0.00 123.85 -0.81 0.0 -9.76 3.54 -0.03 0.04 2.62 2.65 58.1 Pole #Pole:11 End 69.59 1.10 0.01 -0.00 141.56 -0.96 0.0 -9.76 3.54 -0.03 0.04 2.72 2.76 59.3 Pole #Pole:11 Origin 69.59 1.10 0.01 -0.00 141.56 -0.96 0.0 -10.16 3.60 -0.03 0.04 2.72 2.76 59.3 Pole #Pole:12 End 73.24 0.85 0.01 -0.00 154.71 -1.07 0.0 -10.16 3.60 -0.03 0.04 2.78 2.81 59.8 Pole #Pole:12 Origin 73.24 0.85 0.01 -0.00 154.71 -1.07 0.0 -10.52 3.66 -0.03 0.04 2.78 2.82 59.9 Pole Pole:A3 End 76.89 0.64 0.00 -0.00 168.05 -1.19 0.0 -10.52 3.66 -0.03 0.04 2.82 2.86 60.1 Pole Pole:A3 Origin 76.89 0.64 0.00 -0.00 168.05 -1.19 -0.0 -11.71 4.32 -0.03 0.04 2.82 2.86 60.2 Pole Pole:A4 End 77.79 0.59 0.00 -0.00 171.94 -1.22 -0.0 -11.71 4.32 -0.03 0.04 2.84 2.88 60.4 Pole Pole:A4 Origin 77.79 0.59 0.00 -0.00 171.94 -1.22 0.0 -12.78 4.97 -0.03 0.04 2.84 2.89 60.5 Pole Pole:A5 End 78.89 0.53 0.00 -0.00 177.41 -1.26 0.0 -12.78 4.97 -0.03 0.04 2.88 2.92 61.0 Pole Pole:A5 Origin 78.89 0.53 0.00 -0.00 177.41 -1.26 -0.0 -13.95 5.62 -0.03 0.05 2.88 2.92 61.0 Pole #Pole:13 End 81.74 0.40 0.00 -0.00 193.44 -1.36 -0.0 -13.95 5.62 -0.03 0.04 2.99 3.03 62.7 Pole #Pole:13 Origin 81.74 0.40 0.00 -0.00 193.44 -1.36 -0.0 -14.25 5.67 -0.04 0.05 2.99 3.03 62.7 Pole Pole:AC1 End 84.59 0.28 0.00 -0.00 209.59 -1.46 -0.0 -14.25 5.67 -0.04 0.04 3.08 3.12 64.0 Pole Pole:AC1 Origin 84.59 0.28 0.00 -0.00 209.59 -1.46 -0.0 -15.90 6.07 -0.04 0.05 3.08 3.13 64.1 Pole #Pole:14 End 89.59 0.13 0.00 -0.00 239.95 -1.67 -0.0 -15.90 6.07 -0.04 0.05 3.24 3.29 66.4 Pole #Pole:14 Origin 89.59 0.13 0.00 -0.00 239.95 -1.67 0.0 -16.48 6.15 -0.04 0.05 3.24 3.29 66.4 Pole #Pole:15 End 94.59 0.03 0.00 -0.00 270.67 -1.89 0.0 -16.48 6.15 -0.04 0.05 3.37 3.41 67.9 Pole #Pole:15 Origin 94.59 0.03 0.00 -0.00 270.67 -1.89 0.0 -17.11 6.22 -0.05 0.05 3.37 3.42 67.9 Pole Pole:g End 99.59 0.00 0.00 0.00 301.78 -2.12 0.0 -17.11 6.22 -0.05 0.05 3.47 3.51 68.8
Summary of Clamp Capacities and Usages for Load Case "250B MED WIND": Clamp Force Input Factored Usage Label Holding Holding Capacity Capacity (kips) (kips) (kips) % ---------------------------------------- A1 1.567 100000.00 0.00 0.00 A2 2.493 100000.00 0.00 0.00 A3 1.150 100000.00 0.00 0.00 A4 1.150 100000.00 0.00 0.00 A5 1.150 100000.00 0.00 0.00 AC1 1.249 100000.00 0.00 0.00 AC2 1.249 100000.00 0.00 0.00 AC3 1.249 100000.00 0.00 0.00
*** Analysis Results for Load Case No. 2 "250C EXTREME WIND" - Number of iterations in SAPS 13 Equilibrium Joint Positions and Rotations for Load Case "250C EXTREME WIND": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) --------------------------------------------------------------------------------------- Pole:g 0 0 0 0.0000 0.0000 0.0000 0 0 0 Pole:t 0.002954 1.382 -0.01231 -1.3162 0.0026 0.0000 0.002954 1.382 99.58 Pole:A1 0.002793 1.3 -0.01136 -1.3161 0.0026 0.0000 0.002793 1.3 95.99 Pole:AC3 0.001865 0.834 -0.006175 -1.1951 0.0025 0.0000 0.001865 0.834 74.99 Pole:A2 0.001657 0.7337 -0.005146 -1.1463 0.0024 0.0000 0.001657 0.7337 70.09 Pole:AC2 0.0007271 0.3069 -0.001446 -0.7767 0.0018 0.0000 0.0007271 0.3069 45 Pole:A3 0.0001912 0.07855 -0.0002105 -0.3937 0.0009 0.0000 0.0001912 0.07855 22.7 Pole:A4 0.0001766 0.07249 -0.0001889 -0.3783 0.0009 0.0000 0.0001766 0.07249 21.8 Pole:A5 0.0001595 0.0654 -0.0001647 -0.3594 0.0009 0.0000 0.0001595 0.0654 20.7 Pole:AC1 8.455e-005 0.03447 -7.268e-005 -0.2612 0.0006 0.0000 8.455e-005 0.03447 15 Joint Support Reactions for Load Case "250C EXTREME WIND": Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kips) %(kips) %(kips) % % (kips) % (ft-k) % (ft-k) % (ft-k) % % --------------------------------------------------------------------------------------------------------------- Pole:g -0.02 0.0 -8.50 0.0 9.74 0.0 0.0 0.00 0.0 439.84 0.0 -1.1 0.0 -0.00 0.0 0.0 Detailed Wood Pole Usages for Load Case "250C EXTREME WIND": Note: Resultant stress may be artificially increased to account for wood pole defects. Element Joint Joint Rel. Trans. Long. Vert. Trans. Long. Tors. Axial Tran. Long. P/A M/S. Res. Max. Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage (ft) (in) (in) (in) (ft-k)(ft-k)(ft-k) (kips) (kips) (kips) (ksi) (ksi) (ksi) % ---------------------------------------------------------------------------------------------------------------------- Pole Pole:t Origin 0.00 16.59 0.04 -0.15 -0.00 -0.00 0.0 -0.03 0.03 -0.00 0.00 0.00 0.00 0.0 Pole Pole:A1 End 3.59 15.60 0.03 -0.14 0.11 -0.00 0.0 -0.03 0.03 -0.00 0.00 0.01 0.01 0.2 Pole Pole:A1 Origin 3.59 15.60 0.03 -0.14 0.11 -0.00 -0.0 -1.10 1.34 -0.00 0.01 0.01 0.02 0.4 Pole #Pole:0 End 8.59 14.22 0.03 -0.12 6.80 -0.00 -0.0 -1.10 1.34 -0.00 0.01 0.55 0.56 11.1 Pole #Pole:0 Origin 8.59 14.22 0.03 -0.12 6.80 -0.00 0.0 -1.21 1.43 -0.00 0.01 0.55 0.56 11.2 Pole #Pole:1 End 13.59 12.87 0.03 -0.11 13.95 -0.01 0.0 -1.21 1.43 -0.00 0.01 0.97 0.98 19.6 Pole #Pole:1 Origin 13.59 12.87 0.03 -0.11 13.95 -0.01 0.0 -1.33 1.53 -0.00 0.01 0.97 0.98 19.6 Pole #Pole:2 End 18.59 11.54 0.03 -0.09 21.58 -0.02 0.0 -1.33 1.53 -0.00 0.01 1.30 1.31 26.2 Pole #Pole:2 Origin 18.59 11.54 0.03 -0.09 21.58 -0.02 0.0 -1.44 1.61 -0.00 0.01 1.30 1.31 26.2 Pole #Pole:3 End 21.59 10.77 0.02 -0.08 26.39 -0.02 0.0 -1.44 1.61 -0.00 0.01 1.47 1.48 29.6 Pole #Pole:3 Origin 21.59 10.77 0.02 -0.08 26.39 -0.02 0.0 -1.53 1.67 -0.00 0.01 1.47 1.48 29.6 Pole Pole:AC3 End 24.59 10.01 0.02 -0.07 31.40 -0.03 0.0 -1.53 1.67 -0.00 0.01 1.62 1.63 32.5 Pole Pole:AC3 Origin 24.59 10.01 0.02 -0.07 31.40 -0.03 0.0 -2.44 2.39 -0.01 0.02 1.62 1.63 32.6 Pole Pole:A2 End 29.49 8.80 0.02 -0.06 43.09 -0.06 0.0 -2.44 2.39 -0.01 0.02 1.96 1.97 39.4 Pole Pole:A2 Origin 29.49 8.80 0.02 -0.06 43.09 -0.06 0.0 -3.20 3.78 -0.01 0.02 1.96 1.98 39.5 Pole #Pole:4 End 34.49 7.63 0.02 -0.05 62.02 -0.10 0.0 -3.20 3.78 -0.01 0.02 2.50 2.51 50.2 Pole #Pole:4 Origin 34.49 7.63 0.02 -0.05 62.02 -0.10 0.0 -3.38 3.90 -0.01 0.02 2.50 2.52 50.2 Pole #Pole:5 End 39.49 6.53 0.02 -0.04 81.50 -0.14 0.0 -3.38 3.90 -0.01 0.02 2.92 2.94 58.6 Pole #Pole:5 Origin 39.49 6.53 0.02 -0.04 81.50 -0.14 0.0 -3.58 4.01 -0.01 0.02 2.92 2.94 58.6 Pole #Pole:6 End 44.49 5.50 0.01 -0.03 101.57 -0.18 0.0 -3.58 4.01 -0.01 0.02 3.25 3.27 65.2 Pole #Pole:6 Origin 44.49 5.50 0.01 -0.03 101.57 -0.18 0.0 -3.79 4.13 -0.01 0.02 3.25 3.27 65.2 Pole #Pole:7 End 49.49 4.56 0.01 -0.02 122.23 -0.22 0.0 -3.79 4.13 -0.01 0.02 3.51 3.52 70.3 Pole #Pole:7 Origin 49.49 4.56 0.01 -0.02 122.23 -0.22 0.0 -3.96 4.23 -0.01 0.02 3.51 3.52 70.3 Pole #Pole:8 End 52.04 4.11 0.01 -0.02 133.01 -0.25 0.0 -3.96 4.23 -0.01 0.02 3.61 3.63 71.9 Pole #Pole:8 Origin 52.04 4.11 0.01 -0.02 133.01 -0.25 0.0 -4.08 4.29 -0.01 0.02 3.61 3.63 71.9 Pole Pole:AC2 End 54.59 3.68 0.01 -0.02 143.95 -0.27 0.0 -4.08 4.29 -0.01 0.02 3.71 3.73 73.2 Pole Pole:AC2 Origin 54.59 3.68 0.01 -0.02 143.95 -0.27 0.0 -5.06 5.02 -0.01 0.02 3.71 3.73 73.2 Pole #Pole:9 End 59.59 2.91 0.01 -0.01 169.04 -0.34 0.0 -5.06 5.02 -0.01 0.02 3.94 3.96 76.3 Pole #Pole:9 Origin 59.59 2.91 0.01 -0.01 169.04 -0.34 0.0 -5.32 5.15 -0.01 0.02 3.94 3.96 76.4 Pole #Pole:10 End 64.59 2.23 0.01 -0.01 194.78 -0.42 0.0 -5.32 5.15 -0.01 0.02 4.11 4.13 78.4 Pole #Pole:10 Origin 64.59 2.23 0.01 -0.01 194.78 -0.42 0.0 -5.60 5.28 -0.02 0.02 4.11 4.14 78.4 Pole #Pole:11 End 69.59 1.64 0.00 -0.01 221.19 -0.49 0.0 -5.60 5.28 -0.02 0.02 4.25 4.27 79.6 Pole #Pole:11 Origin 69.59 1.64 0.00 -0.01 221.19 -0.49 0.0 -5.86 5.40 -0.02 0.02 4.25 4.27 79.6 Pole #Pole:12 End 73.24 1.27 0.00 -0.00 240.91 -0.55 0.0 -5.86 5.40 -0.02 0.02 4.33 4.35 80.1 Pole #Pole:12 Origin 73.24 1.27 0.00 -0.00 240.91 -0.55 0.0 -6.09 5.50 -0.02 0.02 4.33 4.35 80.1 Pole Pole:A3 End 76.89 0.94 0.00 -0.00 261.00 -0.61 0.0 -6.09 5.50 -0.02 0.02 4.39 4.41 80.3 Pole Pole:A3 Origin 76.89 0.94 0.00 -0.00 261.00 -0.61 0.0 -6.58 6.12 -0.02 0.02 4.39 4.41 80.3 Pole Pole:A4 End 77.79 0.87 0.00 -0.00 266.51 -0.63 0.0 -6.58 6.12 -0.02 0.02 4.41 4.43 80.4 Pole Pole:A4 Origin 77.79 0.87 0.00 -0.00 266.51 -0.63 0.0 -6.99 6.70 -0.02 0.02 4.41 4.43 80.5 Pole Pole:A5 End 78.89 0.78 0.00 -0.00 273.88 -0.65 0.0 -6.99 6.70 -0.02 0.02 4.44 4.47 80.8 Pole Pole:A5 Origin 78.89 0.78 0.00 -0.00 273.88 -0.65 0.0 -7.47 7.30 -0.02 0.02 4.44 4.47 80.8 Pole #Pole:13 End 81.74 0.58 0.00 -0.00 294.69 -0.70 0.0 -7.47 7.30 -0.02 0.02 4.55 4.57 82.0
Pole #Pole:13 Origin 81.74 0.58 0.00 -0.00 294.69 -0.70 0.0 -7.67 7.38 -0.02 0.02 4.55 4.57 82.0 Pole Pole:AC1 End 84.59 0.41 0.00 -0.00 315.73 -0.75 0.0 -7.67 7.38 -0.02 0.02 4.64 4.66 82.8 Pole Pole:AC1 Origin 84.59 0.41 0.00 -0.00 315.73 -0.75 0.0 -8.75 8.12 -0.02 0.03 4.64 4.67 82.9 Pole #Pole:14 End 89.59 0.18 0.00 -0.00 356.34 -0.86 0.0 -8.75 8.12 -0.02 0.03 4.81 4.84 84.6 Pole #Pole:14 Origin 89.59 0.18 0.00 -0.00 356.34 -0.86 0.0 -9.13 8.27 -0.02 0.03 4.81 4.84 84.7 Pole #Pole:15 End 94.59 0.05 0.00 -0.00 397.71 -0.98 0.0 -9.13 8.27 -0.02 0.03 4.95 4.98 85.7 Pole #Pole:15 Origin 94.59 0.05 0.00 -0.00 397.71 -0.98 0.0 -9.53 8.43 -0.02 0.03 4.95 4.98 85.7 Pole Pole:g End 99.59 0.00 0.00 0.00 439.84 -1.10 0.0 -9.53 8.43 -0.02 0.03 5.05 5.08 86.2 Summary of Clamp Capacities and Usages for Load Case "250C EXTREME WIND": Clamp Force Input Factored Usage Label Holding Holding Capacity Capacity (kips) (kips) (kips) % ---------------------------------------- A1 1.572 100000.00 0.00 0.00 A2 1.420 100000.00 0.00 0.00 A3 0.652 100000.00 0.00 0.00 A4 0.649 100000.00 0.00 0.00 A5 0.646 100000.00 0.00 0.00 AC1 1.012 100000.00 0.00 0.00 AC2 1.012 100000.00 0.00 0.00 AC3 1.012 100000.00 0.00 0.00
*** Analysis Results for Load Case No. 3 "DEFLECTION" - Number of iterations in SAPS 12 Equilibrium Joint Positions and Rotations for Load Case "DEFLECTION": Joint X-Displ Y-Displ Z-Displ X-Rot Y-Rot Z-Rot X-Pos Y-Pos Z-Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) ---------------------------------------------------------------------------------------- Pole:g 0 0 0 0.0000 0.0000 0.0000 0 0 0 Pole:t 0.003074 0.5121 -0.001759 -0.4620 0.0027 0.0000 0.003074 0.5121 99.59 Pole:A1 0.002907 0.4832 -0.001642 -0.4620 0.0027 0.0000 0.002907 0.4832 96 Pole:AC3 0.001941 0.3177 -0.0009761 -0.4337 0.0026 0.0000 0.001941 0.3177 75 Pole:A2 0.001724 0.281 -0.0008346 -0.4218 0.0025 0.0000 0.001724 0.281 70.1 Pole:AC2 0.000756 0.1201 -0.0002802 -0.2987 0.0018 0.0000 0.000756 0.1201 45 Pole:A3 0.0001987 0.03134 -6.697e-005 -0.1553 0.0010 -0.0000 0.0001987 0.03134 22.7 Pole:A4 0.0001835 0.02895 -6.247e-005 -0.1495 0.0009 -0.0000 0.0001835 0.02895 21.8 Pole:A5 0.0001657 0.02614 -5.717e-005 -0.1423 0.0009 0.0000 0.0001657 0.02614 20.7 Pole:AC1 8.784e-005 0.01385 -3.431e-005 -0.1043 0.0007 0.0000 8.784e-005 0.01385 15 Joint Support Reactions for Load Case "DEFLECTION": Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max. Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage (kips) %(kips) %(kips) % % (kips) % (ft-k) % (ft-k) % (ft-k) % % --------------------------------------------------------------------------------------------------------------- Pole:g -0.03 0.0 -3.72 0.0 11.72 0.0 0.0 0.00 0.0 178.30 0.0 -1.1 0.0 -0.00 0.0 0.0 Detailed Wood Pole Usages for Load Case "DEFLECTION": Note: Resultant stress may be artificially increased to account for wood pole defects. Element Joint Joint Rel. Trans. Long. Vert. Trans. Long. Tors. Axial Tran. Long. P/A M/S. Res. Max. Label Label Position Dist. Defl. Defl. Defl. Mom. Mom. Mom. Force Shear Shear Usage (ft) (in) (in) (in) (ft-k)(ft-k)(ft-k) (kips) (kips) (kips) (ksi) (ksi) (ksi) % ---------------------------------------------------------------------------------------------------------------------- Pole Pole:t Origin 0.00 6.15 0.04 -0.02 -0.00 -0.00 0.0 -0.04 0.01 -0.00 0.00 0.00 0.00 0.0 Pole Pole:A1 End 3.59 5.80 0.03 -0.02 0.04 -0.00 0.0 -0.04 0.01 -0.00 0.00 0.00 0.00 0.1 Pole Pole:A1 Origin 3.59 5.80 0.03 -0.02 0.04 -0.00 -0.0 -1.14 0.30 -0.00 0.01 0.00 0.02 0.2 Pole #Pole:0 End 8.59 5.32 0.03 -0.02 1.55 -0.00 -0.0 -1.14 0.30 -0.00 0.01 0.12 0.14 2.0 Pole #Pole:0 Origin 8.59 5.32 0.03 -0.02 1.55 -0.00 0.0 -1.27 0.33 -0.00 0.01 0.12 0.14 2.1 Pole #Pole:1 End 13.59 4.84 0.03 -0.02 3.22 -0.01 0.0 -1.27 0.33 -0.00 0.01 0.22 0.23 3.5 Pole #Pole:1 Origin 13.59 4.84 0.03 -0.02 3.22 -0.01 0.0 -1.42 0.37 -0.00 0.01 0.22 0.24 3.5 Pole #Pole:2 End 18.59 4.36 0.03 -0.01 5.05 -0.02 0.0 -1.42 0.37 -0.00 0.01 0.31 0.32 4.7 Pole #Pole:2 Origin 18.59 4.36 0.03 -0.01 5.05 -0.02 0.0 -1.54 0.39 -0.00 0.01 0.31 0.32 4.8 Pole #Pole:3 End 21.59 4.09 0.02 -0.01 6.23 -0.03 0.0 -1.54 0.39 -0.00 0.01 0.35 0.36 5.4 Pole #Pole:3 Origin 21.59 4.09 0.02 -0.01 6.23 -0.03 0.0 -1.64 0.41 -0.00 0.01 0.35 0.36 5.4 Pole Pole:AC3 End 24.59 3.81 0.02 -0.01 7.47 -0.03 0.0 -1.64 0.41 -0.00 0.01 0.38 0.40 5.9 Pole Pole:AC3 Origin 24.59 3.81 0.02 -0.01 7.47 -0.03 0.0 -2.57 0.65 -0.01 0.02 0.38 0.40 6.0 Pole Pole:A2 End 29.49 3.37 0.02 -0.01 10.68 -0.07 0.0 -2.57 0.65 -0.01 0.02 0.49 0.50 7.5 Pole Pole:A2 Origin 29.49 3.37 0.02 -0.01 10.68 -0.07 -0.0 -4.03 1.59 -0.01 0.03 0.49 0.51 7.7 Pole #Pole:4 End 34.49 2.94 0.02 -0.01 18.65 -0.10 -0.0 -4.03 1.59 -0.01 0.02 0.75 0.78 11.6 Pole #Pole:4 Origin 34.49 2.94 0.02 -0.01 18.65 -0.10 -0.0 -4.23 1.63 -0.01 0.03 0.75 0.78 11.6 Pole #Pole:5 End 39.49 2.53 0.02 -0.01 26.81 -0.14 -0.0 -4.23 1.63 -0.01 0.02 0.96 0.98 14.7 Pole #Pole:5 Origin 39.49 2.53 0.02 -0.01 26.81 -0.14 -0.0 -4.45 1.67 -0.01 0.02 0.96 0.98 14.7 Pole #Pole:6 End 44.49 2.14 0.01 -0.01 35.16 -0.19 -0.0 -4.45 1.67 -0.01 0.02 1.12 1.15 17.2 Pole #Pole:6 Origin 44.49 2.14 0.01 -0.01 35.16 -0.19 0.0 -4.68 1.71 -0.01 0.02 1.12 1.15 17.2 Pole #Pole:7 End 49.49 1.78 0.01 -0.00 43.71 -0.23 0.0 -4.68 1.71 -0.01 0.02 1.25 1.28 19.1 Pole #Pole:7 Origin 49.49 1.78 0.01 -0.00 43.71 -0.23 -0.0 -4.86 1.74 -0.01 0.02 1.25 1.28 19.1 Pole #Pole:8 End 52.04 1.60 0.01 -0.00 48.15 -0.26 -0.0 -4.86 1.74 -0.01 0.02 1.31 1.33 19.8 Pole #Pole:8 Origin 52.04 1.60 0.01 -0.00 48.15 -0.26 0.0 -4.99 1.76 -0.01 0.02 1.31 1.33 19.8 Pole Pole:AC2 End 54.59 1.44 0.01 -0.00 52.64 -0.28 0.0 -4.99 1.76 -0.01 0.02 1.36 1.38 20.3 Pole Pole:AC2 Origin 54.59 1.44 0.01 -0.00 52.64 -0.28 0.0 -6.00 2.00 -0.01 0.03 1.36 1.38 20.4 Pole #Pole:9 End 59.59 1.14 0.01 -0.00 62.66 -0.36 0.0 -6.00 2.00 -0.01 0.03 1.46 1.48 21.5 Pole #Pole:9 Origin 59.59 1.14 0.01 -0.00 62.66 -0.36 0.0 -6.28 2.05 -0.02 0.03 1.46 1.49 21.5 Pole #Pole:10 End 64.59 0.88 0.01 -0.00 72.90 -0.43 0.0 -6.28 2.05 -0.02 0.02 1.54 1.56 22.2 Pole #Pole:10 Origin 64.59 0.88 0.01 -0.00 72.90 -0.43 0.0 -6.58 2.09 -0.02 0.03 1.54 1.57 22.3 Pole #Pole:11 End 69.59 0.65 0.00 -0.00 83.35 -0.51 0.0 -6.58 2.09 -0.02 0.02 1.60 1.63 22.7 Pole #Pole:11 Origin 69.59 0.65 0.00 -0.00 83.35 -0.51 0.0 -6.86 2.13 -0.02 0.03 1.60 1.63 22.7 Pole #Pole:12 End 73.24 0.50 0.00 -0.00 91.12 -0.57 0.0 -6.86 2.13 -0.02 0.02 1.64 1.66 22.9 Pole #Pole:12 Origin 73.24 0.50 0.00 -0.00 91.12 -0.57 0.0 -7.10 2.16 -0.02 0.03 1.64 1.66 23.0 Pole Pole:A3 End 76.89 0.38 0.00 -0.00 99.01 -0.64 0.0 -7.10 2.16 -0.02 0.02 1.66 1.69 23.1 Pole Pole:A3 Origin 76.89 0.38 0.00 -0.00 99.01 -0.64 -0.0 -7.89 2.56 -0.02 0.03 1.66 1.69 23.1 Pole Pole:A4 End 77.79 0.35 0.00 -0.00 101.31 -0.65 -0.0 -7.89 2.56 -0.02 0.03 1.68 1.70 23.2 Pole Pole:A4 Origin 77.79 0.35 0.00 -0.00 101.31 -0.65 0.0 -8.59 2.94 -0.02 0.03 1.68 1.70 23.2 Pole Pole:A5 End 78.89 0.31 0.00 -0.00 104.54 -0.67 0.0 -8.59 2.94 -0.02 0.03 1.70 1.72 23.4 Pole Pole:A5 Origin 78.89 0.31 0.00 -0.00 104.54 -0.67 -0.0 -9.37 3.33 -0.02 0.03 1.70 1.73 23.4 Pole #Pole:13 End 81.74 0.23 0.00 -0.00 114.03 -0.72 -0.0 -9.37 3.33 -0.02 0.03 1.76 1.79 24.1
Pole #Pole:13 Origin 81.74 0.23 0.00 -0.00 114.03 -0.72 -0.0 -9.58 3.36 -0.02 0.03 1.76 1.79 24.1 Pole Pole:AC1 End 84.59 0.17 0.00 -0.00 123.59 -0.78 -0.0 -9.58 3.36 -0.02 0.03 1.82 1.85 24.6 Pole Pole:AC1 Origin 84.59 0.17 0.00 -0.00 123.59 -0.78 0.0 -10.68 3.60 -0.02 0.03 1.82 1.85 24.6 Pole #Pole:14 End 89.59 0.07 0.00 -0.00 141.59 -0.89 0.0 -10.68 3.60 -0.02 0.03 1.91 1.94 25.5 Pole #Pole:14 Origin 89.59 0.07 0.00 -0.00 141.59 -0.89 0.0 -11.08 3.65 -0.02 0.03 1.91 1.95 25.5 Pole #Pole:15 End 94.59 0.02 0.00 -0.00 159.83 -1.01 0.0 -11.08 3.65 -0.02 0.03 1.99 2.02 26.1 Pole #Pole:15 Origin 94.59 0.02 0.00 -0.00 159.83 -1.01 0.0 -11.51 3.70 -0.02 0.03 1.99 2.02 26.1 Pole Pole:g End 99.59 0.00 0.00 0.00 178.30 -1.14 0.0 -11.51 3.70 -0.02 0.03 2.05 2.08 26.5 Summary of Clamp Capacities and Usages for Load Case "DEFLECTION": Clamp Force Input Factored Usage Label Holding Holding Capacity Capacity (kips) (kips) (kips) % ---------------------------------------- A1 1.037 100000.00 0.00 0.00 A2 1.565 100000.00 0.00 0.00 A3 0.735 100000.00 0.00 0.00 A4 0.735 100000.00 0.00 0.00 A5 0.735 100000.00 0.00 0.00 AC1 0.826 100000.00 0.00 0.00 AC2 0.826 100000.00 0.00 0.00 AC3 0.826 100000.00 0.00 0.00
*** Overall summary for all load cases - Usage = Maximum Stress / Allowable Stress Summary of Wood Pole Usages: Wood Pole Maximum Load Case Segment Weight Label Usage % Number (lbs) --------------------------------------------------- Pole 86.17 250C EXTREME WIND 25 5995.3 *** Maximum Stress Summary for Each Load Case Summary of Maximum Usages by Load Case: Load Case Maximum Element Element Usage % Label Type -------------------------------------------- 250B MED WIND 68.76 Pole Wood Pole 250C EXTREME WIND 86.17 Pole Wood Pole DEFLECTION 26.45 Pole Wood Pole Summary of Wood Pole Usages by Load Case: Load Case Maximum Wood Pole Segment Usage % Label Number -------------------------------------------- 250B MED WIND 68.76 Pole 25 250C EXTREME WIND 86.17 Pole 25 DEFLECTION 26.45 Pole 25 Summary of Insulator Usages: Insulator Insulator Maximum Load Case Weight Label Type Usage % (lbs) ------------------------------------------------- A1 Clamp 0.00 250B MED WIND 0.0 A2 Clamp 0.00 250B MED WIND 0.0 A3 Clamp 0.00 250B MED WIND 0.0 A4 Clamp 0.00 250B MED WIND 0.0 A5 Clamp 0.00 250B MED WIND 0.0 AC1 Clamp 0.00 250B MED WIND 0.0 AC2 Clamp 0.00 250B MED WIND 0.0 AC3 Clamp 0.00 250B MED WIND 0.0 Loads At Insulator Attachments For All Load Cases: Load Insulator Insulator Structure Structure Structure Structure Structure Case Label Type Attach Attach Attach Attach Attach Label Load X Load Y Load Z Load Res. (kips) (kips) (kips) (kips) ---------------------------------------------------------------------------------------- 250B MED WIND A1 Clamp Pole:A1 0.000 0.431 1.507 1.567 250B MED WIND A2 Clamp Pole:A2 0.000 1.526 1.971 2.493 250B MED WIND A3 Clamp Pole:A3 0.000 0.626 0.965 1.150 250B MED WIND A4 Clamp Pole:A4 0.000 0.626 0.965 1.150 250B MED WIND A5 Clamp Pole:A5 0.000 0.626 0.965 1.150 250B MED WIND AC1 Clamp Pole:AC1 0.004 0.344 1.200 1.249 250B MED WIND AC2 Clamp Pole:AC2 0.004 0.344 1.200 1.249 250B MED WIND AC3 Clamp Pole:AC3 0.004 0.344 1.200 1.249 250C EXTREME WIND A1 Clamp Pole:A1 0.000 1.209 1.004 1.572 250C EXTREME WIND A2 Clamp Pole:A2 0.000 1.277 0.622 1.420 250C EXTREME WIND A3 Clamp Pole:A3 0.000 0.550 0.351 0.652 250C EXTREME WIND A4 Clamp Pole:A4 0.000 0.546 0.351 0.649 250C EXTREME WIND A5 Clamp Pole:A5 0.000 0.542 0.351 0.646 250C EXTREME WIND AC1 Clamp Pole:AC1 0.003 0.619 0.800 1.012 250C EXTREME WIND AC2 Clamp Pole:AC2 0.003 0.619 0.800 1.012 250C EXTREME WIND AC3 Clamp Pole:AC3 0.003 0.619 0.800 1.012 DEFLECTION A1 Clamp Pole:A1 0.000 0.259 1.004 1.037 DEFLECTION A2 Clamp Pole:A2 0.000 0.894 1.284 1.565 DEFLECTION A3 Clamp Pole:A3 0.000 0.371 0.635 0.735 DEFLECTION A4 Clamp Pole:A4 0.000 0.371 0.635 0.735 DEFLECTION A5 Clamp Pole:A5 0.000 0.371 0.635 0.735 DEFLECTION AC1 Clamp Pole:AC1 0.004 0.207 0.800 0.826 DEFLECTION AC2 Clamp Pole:AC2 0.004 0.207 0.800 0.826 DEFLECTION AC3 Clamp Pole:AC3 0.004 0.207 0.800 0.826
Overturning Moments For User Input Concentrated Loads: Moments are static equivalents based on central axis of 0,0 (i.e. a single pole). Load Case Total Total Total Transverse Longitudinal Tran. Long. Vert. Overturning Overturning Load Load Load Moment Moment (kips) (kips) (kips) (ft-k) (ft-k) ---------------------------------------------------------------- 250B MED WIND 3.835 0.000 6.373 189.164 0.000 250C EXTREME WIND 4.124 0.000 2.679 241.189 0.000 DEFLECTION 2.266 0.000 4.193 111.723 0.000 *** Weight of structure (lbs): Weight of Wood Poles: 5995.3 Weight of Equipment: 2400.0 Total: 8395.3 *** End of Report
POLE EMBEDMENT
RUS Bulletin 1724E-200 pg 12-3
Se = 70 Soil constant Se = 140 for good soils
Se = 70 for average soils
Se = 35 for poor soils
De = 15.41 Embedment depth, ft
L = 115 Total pole length, ft
M = 440 Max moment from PLS-Pole analysis, k-ft
Pallow = Se*De^3.75/(L-2-0.662*De)
Pallow =19381 lb
P =4509 lb Equivilant force 2' from top of pole based on Moment from PLS-Pole
Embedment Depth Adaquate
Horizontal force (lbs) 2' below top of pole that will overturn the pole,
based on maximum moment at 1/3xDe
PPP SSS MMM
C O N S U L T I N G E N G I N E E R S
2 2 0 0 6 T H A V E N U E , # 6 0 1 W W W .P S M -E N G I N E E R S .C O M P H O N E 2 0 6 -6 2 2 -4 5 8 0
S E A T T L E W A S H I N G T O N 9 8 1 2 1 U S A F A X 2 0 6 -6 2 2 -0 4 2 2
Attachment 2
Miscellaneous Information by Others
T-1TITLE SHEETNELANOIEGSRPRFSEODEE37041R
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THOMASPROJECT INFORMATION:ISSUED FOR:REVISION HISTORY:PLANS PREPARED BY:LICENSURE:DRAWING INFORMATION:DRAWING TITLE:DRAWING NUMBER:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OFDOCUMENTS IS PROPRIETARY BY NATURE. ANY USE ORDISCLOSURE OTHER THAN WHICH IS RELATED TO NAMEDCLIENT IS STRICTLY PROHIBITED.BEACON &ABERDEEN/SCL/LIUSE04630E16022 126TH AVE SERENTON, WA 98058BUILDING PERMITB. J. THOMAS, P.E.7607 80TH AVE NEMARYSVILLE, WA 98270206-851-11061ISSUED DESIGN REVIEW6/9/2018 BJT2REVISED PER REDLINES8/15/2018 BJTNO. DESCRIPTION:DATE:CHK.BY:DRAWN BY: CHK. BY:BJJLDRAWING INDEXBEACON & ABERDEEN/SCL/LIU16022 126TH AVE SERENTON, WA 98058SITE NUMBER: SE04630ET-1 TITLE SHEET & PROJECT DATAAPPROVAL/SIGN OFF OF CONST DRAWINGSREVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACHREDLINE NOTE AS DRAWINGS ARE BEING REVIEWED.CONSTRUCTION PROJECT MANAGER:DATE:CONSTRUCTION MANAGER:DATE:PROJECT MANAGER: DATE:SITE ACQUISITION: DATE:ZONING: DATE:RF ENGINEER: DATE:CONSULTANT GROUP SIGN OFFDATE:LANDLORD'S REPRESENTATIVE:PROJECT DESCRIPTIONSWAP ULTRASITE FOR SECOND FCOA. REPLACESARF WITH SAS. INSTALL 1 AMOB, 1 ASIA, 3 ABIA.REMOVE LTE (1) FSMF AND (1) FBBC. INSTALLUNISTRUT FOR TRIPLEXERS. REPLACE EXISTING 1DIPLEXERS WITH 1 TRIPLEXER S PER SECTOR.REMOVE 2 STYLE 4 TMA’S. ADD 1 STYLE 3C TMA’S."L19 UPGRADE"PROJECT INFORMATIONTHIS IS UNSTAFFED AND RESTRICTED EQUIPMENTAND WILL BE USED FOR THE TRANSMISSION OFRADIO SIGNALS FOR THE PURPOSE OF PROVIDINGPUBLIC CELLULAR SERVICE.T-MOBILE CERTIFIES THAT THIS TELEPHONEEQUIPMENT FACILITY WILL BE SERVICED ONLY BYT-MOBILE EMPLOYEES AND THE WORK ASSOCIATEDWITH ANY EQUIPMENT CANNOT BE PERFORMED BYHANDICAPPED PERSONS. THIS FACILITY WILL BEFREQUENTED ONLY BY SERVICE PERSONNEL FORREPAIR PURPOSES. PURSUANT TO THE AMERICANSWITH DISABILITIES ACT (ADA), APPENDIX B SECTION4.11. (5)(b), THIS FACILITY IS EXEMPT FROM THATACT.NO POTABLE WATER SUPPLY IS TO BE PROVIDED ATTHIS LOCATION.NO WASTE WATER OR SOLID WASTE WILL BEGENERATED AT THIS LOCATION.T-MOBILE MAINTENANCE CREW (ONE PERSON) WILLMAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONEHOUR PER TRIP.SAFETY PRECAUTION SHALLBE IMPLEMENTED BYCONTRACTOR(S) AT ALLTRENCHING IN ACCORDANCEWITH CURRENT OSHASTANDARDSCALL TWO WORKING DAYS BEFORE YOU DIG811NATIONAL UTILITIES UNDERGROUND LOCATEELECTRIC - REDSEWER - GREENGAS/OIL - YELLOWSURVEY - PINKTEL/CATV - ORANGEPROPOSED - WHITEWATER - BLUECODE COMPLIANCEALL WORK AND MATERIALS SHALL BE PERFORMEDAND INSTALLED IN ACCORDANCE WITH THECURRENT EDITIONS OF THE FOLLOWING CODES ASADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING ON THESE PLANS IS TO BE CONSTRUCTEDTO PERMIT WORK NOT CONFORMING TO THESECODES:2015 IBC, STANDARDS & AMENDMENTS, WAC 51-502015 IMC, STANDARDS & AMENDMENTS, WAC 51-522015 IFC, STANDARDS & AMENDMENTS, WAC 51-542015 NFPA 54 - NATIONAL FUEL GAS CODE(PROPANE INSTALLATIONS ONLY)2014 NFPA 58 - LIQUEFIED PETROLEUM GAS CODE(PROPANE INSTALLATIONS ONLY)2015 INTERNATIONAL FIRE CODE2015 UPC, STANDARDS & AMENDMENTS, WAC 51-56,51-572017 NATIONAL ELECTRICAL CODE2012 NATIONAL ELECTRIC SAFETY CODELOCAL BUILDING CODE ORDINANCESANSI / TIA / EIA - 222 - GNFPA-101 - LIFE SAFETY CODEG-1 GENERAL NOTESA-1 OVERALL SITE PLANA-1.1 EXISTING ENLARGED SITE PLANA-1.2 PROPOSED ENLARGED SITE PLANA-3 BTS EQUIPMENT SHEETA-4 GENERAL DETAILSRF-1 RF DETAILSRF-2 RF DETAILSPROJECT TEAMPROPERTYOWNER:DOUG HABERMANWIRELESS CO-LOCATIONSPROGRAM MANAGERSEATTLE CITY LIGHT3613 4TH AVE S, S-9SEATTLE, WA 98134PHONE #: 206-733-9138CONSTRUCTIONMANAGER:SITEACQUISITION:ZONING:RF ENGINEER:CONSULTINGENGINEER:ZONING INFORMATIONSE04630ESITE NUMBER:BEACON & ABERDEEN/SCL/LIUSITE NAME:16022 126TH AVE SESITE ADRESS:RENTON, WA 980582823059094PARCEL #:R-6CURRENT ZONING:CITY OF RENTONJURISDICTION:--BUILDING TYPE:UNSTAFFED TELECOMM FACILITYSITE TYPE:UTILITY PURVEYORPSEPOWER COMPANY:CENTURYLINKTELCO COMPANY:DRIVING DIRECTIONSFROM T-MOBILE BOTHELL 4 OFFICE:1. MERGE ONTO I-405 S VIA THE RAMP ON THE LEFTTOWARD RENTON. 21.7 MILES2. MERGE ONTO WA-167 N / VALLEY FWY VIA EXIT 2BTOWARD RAINIER AVE S. 0.5 MILES3. TURN RIGHT ONTO S GRADY WAY. 0.4 MILES4. TURN RIGHT ONTO TALBOT RD S / WA-515. 0.4MILES5. TURN LEFT ONTO PUGET DR SE. 1.3 MILES6. TURN SLIGHT RIGHT ONTO EDMONDS AVE SE. 0.4MILES7. TURN LEFT ONTO SE 160TH ST. 0.4 MILES8. TURN RIGHT ONTO 123RD AVE SE. <0.1 MILES9. 123RD AVE SE BECOMES 126TH AVE SE. <0.1 MILESARRIVE 16022 126TH AVE SEDISTANCE: 25.92 MILESAPPROXIMATE TRAVEL TIME: 33 MINUTESLEGAL DESCRIPTIONABBREVIATED PER ASSESSOR RECORDSPOR NE 1/4 OF NW 1/4 LY NELY OF 126TH AVE SELESS CO RD LESS POR LY SELY OF LN BEG ON N LNTHOF 22.99 FT W OF NE COR TH S 36-20-00 W 126.15FT TO NELY MGN SD ST SUBJ TO PL ESMT R/WGENERAL LOCATION MAPVICINITY MAPA-2 SITE ELEVATION2015 IBC, STANDARDS & AMENDMENTS, WAC 51-50GOV CODE:RFDS: VER: 3.1B.J. THOMAS, P.E.7607 80TH AVE NEMARYSVILLE, WA 98270PHONE: 206-851-1106bjthomas@bjthomaspe.comcastbiz.netLATITUDE 47° 27' 34.98" N (47.459717) LONGITUDE 122° 10' 33.69" W (-122.176025)PROJECTMANAGER:T-MOBILESTEVE KEENEY19807 NORTH CREEK PKWY NBOTHELL, WA 98011PHONE: (206) 226-0500steve.keeney@t-mobile.comMd7DON TETZLAFF9725 3RD AVE NE, SUITE 410SEATTLE, WA 98115PHONE: 425-344-0802dtezlaff@md7.comMD7RYAN PARROTT9725 3RD AVE NE, SUITE 410SEATTLE, WA 98115PHONE: (206) 321-1131rparrott@md7.comMd7BRENT SUTTEN9725 3RD AVE NE, SUITE 410SEATTLE, WA 98115PHONE: 301-752-9750bsutten@md7.comZT-MOBILEANTHONY JONES19807 NORTH CREEK PKWY NBOTHELL, WA 98011PHONE: (503) 409-5619Anthony.Jones293@T-Mobile.com
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THOMASPROJECT INFORMATION:ISSUED FOR:REVISION HISTORY:PLANS PREPARED BY:LICENSURE:DRAWING INFORMATION:DRAWING TITLE:DRAWING NUMBER:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OFDOCUMENTS IS PROPRIETARY BY NATURE. ANY USE ORDISCLOSURE OTHER THAN WHICH IS RELATED TO NAMEDCLIENT IS STRICTLY PROHIBITED.BEACON &ABERDEEN/SCL/LIUSE04630E16022 126TH AVE SERENTON, WA 98058BUILDING PERMITB. J. THOMAS, P.E.7607 80TH AVE NEMARYSVILLE, WA 98270206-851-11061ISSUED DESIGN REVIEW6/9/2018 BJT2REVISED PER REDLINES8/15/2018 BJTNO. DESCRIPTION:DATE:CHK.BY:DRAWN BY: CHK. BY:BJJLG-1GENERAL NOTESABBREVIATIONSVCT VINYL COMPOSITION TILEAIR CONDITIONERACPCS PERSONAL COMMUNICATION SYSTEMEXISTINGBASE TRANSMISSION SYSTEMBTSTOP OF CONCRETETOCBOS BOTTOM OF STEELBOC BOTTOM OF CONCRETEB.O. BOTTOM OFAFS ABOVE FINISHED SLABAFG ABOVE FINISHED GRADEHVAC HEATING VENTILATION AIR CONDITIONINGJTMANUFLAMLFMINMAXMECHMHMMNICMISCMTLMPHNOMNTSODOCALUMINUMANCHOR BOLTARCHITECTURALANGLEABOVE FINISHED FLOORBEAMBUILDINGBOTTOMCLEARCONTROL JOINTCENTER LINECEILINGAFFALUMARCHBMBLDGBOTCLRCLGJOINTMISCELLANEOUSNOT TO SCALEON CENTERMILES PER HOURNOT IN CONTRACTOUTSIDE DIAMETERLINEAL FOOTMANUFACTURERMECHANICALNOMINALMINIMUMMETALMAXIMUMMANHOLEMILLIMETERLAMINATEDPLOPNGOPPPSFPSIPRPTRDREINFREQ'DSCHEDR/WSECTRMRADCOLUMNCONCRETECONTINUOUSCENTERCONSTRUCTIONCONCRETE MASONRY UNITDETAILDIAMETEREACHELEVATIONELECTRIC/ELECTRICALEXPANSION JOINTSQ FTSSSIMSFSTRUCSTLSTDT.O.THKTEMPUNOTYPTOSEQUALEACH WAYEXPANSIONFINISHFLOOR DRAINEXTERIORGAUGEFLOORGALVANIZEDFOOTINGGYPSUMGYPSUM BOARDFINISH FLOORCONCCOLCMUCONTCTRCONSTDIA / ∅DTLEAELECEQEWEXPFINEXTGAGALVFTGFLRGBGYPFIN FLRWWMW/HEIGHTHOURINSULATIONHORIZONTALINTERIORHRINSULHORINTHM HOLLOW METALVERTPAIRROOMTHICKWITHRIGHT OF WAYSQUARE FOOTSQUARE FOOTSTAINLESS STEELREINFORCED/REINFORCINGROOF DRAINPRESSURE TREATEDPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHTOP OF STEELUNLESS NOTED OTHERWISEWELDED WIRE MESHTEMPORARYSTRUCTURALVERTICALTOP OFTYPICALSTEELSTANDARDSCHEDULESIMILARSECTIONREQUIREDRADIUSOPENINGOPPOSITEPLATEOVERHEADOH(P) PROPOSEDLEGENDS & SYMBOLSCHAIN LINK FENCECEDAR FENCEPOWERTELCOPOWER/TELCOCOAXOVERHEAD POWERCENTERLINEXXXXXPPPPPPPPTTTTTTTTPTPTPTPTCOAXCOAXCOAXCOAXCOAXOHOHOHOHOHREVISION BUG1ELEVATION VIEW BUGDETAIL NUMBERSHEET NUMBERELEVATION VIEW BUGTOP OF XXXXXXXX'-X" AGLDETAIL BUGDETAIL NUMBERSHEET NUMBERSECTION BUGDETAIL NUMBERSHEET NUMBER1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OFDOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTEDOTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALLMATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETEINSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THATREQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BESUBMITTED TO AND APPROVED BY, T-MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK.3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TOFAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT.CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACTDOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHEDAS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, ORDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLYAND IN WRITING.4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITHCONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THECONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS.5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACTDOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONSOF THE WORK UNDER THE CONTRACT.6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TOMANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODESOR ORDINANCES TAKE PRECEDENCE.7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICTACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALLGIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFULORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCALAND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK.8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTIONDOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS AVALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK "FOR CONSTRUCTION"AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S/ENGINEER'S SIGNED WET STAMP.9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORKDURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLECODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES.10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS.11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTIONAND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFYTHE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUNDTHE PROJECT. THE T-MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITYOF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BEMADE AT THE CONTRACTOR'S EXPENSE.12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THECONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRESTRUCTURE SHALL HAVE A SMOOTH TRANSITION.13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHERCONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING,ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS,PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THEEXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERALCONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALLFLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THECONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERECONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BEUSED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT.14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVEDPLANS, THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THECONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDINGWITH THE WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FORPROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSEDCHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALLBE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDINGAUTHORITIES DURING THE EXECUTION OF THE WORK.15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-AOR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURINGCONSTRUCTION.16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOIDDISTURBING NORMAL BUSINESS.17. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR FIRE MARSHALAPPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE.18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATINGSPECIAL AND BUILDING DEPARTMENT INSPECTIONS.19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFINGCONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY.20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATIONONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T-MOBILE CONSTRUCTIONMANAGER PRIOR TO STARTING WORK.GENERAL NOTES:
OVERALLSITE PLANA-110'20'10'5'0OVERALL SITE PLAN22x34 SCALE: 1" = 10'11x17 SCALE: 1" = 20'NELANOIEGSRPRFSEODEE37041R
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THOMASPROJECT INFORMATION:ISSUED FOR:REVISION HISTORY:PLANS PREPARED BY:LICENSURE:DRAWING INFORMATION:DRAWING TITLE:DRAWING NUMBER:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OFDOCUMENTS IS PROPRIETARY BY NATURE. ANY USE ORDISCLOSURE OTHER THAN WHICH IS RELATED TO NAMEDCLIENT IS STRICTLY PROHIBITED.BEACON &ABERDEEN/SCL/LIUSE04630E16022 126TH AVE SERENTON, WA 98058BUILDING PERMITB. J. THOMAS, P.E.7607 80TH AVE NEMARYSVILLE, WA 98270206-851-11061ISSUED DESIGN REVIEW6/9/2018 BJT2REVISED PER REDLINES8/15/2018 BJTNO. DESCRIPTION:DATE:CHK.BY:DRAWN BY: CHK. BY:BJJLTAX LOT#2823059094PROPERTY LINEP
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PERTY LINEPROPERTY LINE(E) TREES &BRUSH(E) T-MOBILE CEDAR FENCED COMPOUND W/ BTS EQUIPMENT(SEE SHT. A-1.1 FOR ENLARGED SITE PLAN)(E) LANDSCAPING126TH AVE SE(E) CONC. WALKT-MOBILE ANTENNAS AT TOP OF (E) 99'-7" AGL ROUND WOOD POLE(SEE SHT. A-1.1 FOR ENLARGED SITE PLAN)
EXISTINGENLARGEDSITE PLANA-1.1EXISTING ENLARGED SITE PLAN22x34 SCALE: 3/8" = 1'11x17 SCALE: 3/16" = 1'NELANOIEGSRPRFSEODEE37041R
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THOMASPROJECT INFORMATION:ISSUED FOR:REVISION HISTORY:PLANS PREPARED BY:LICENSURE:DRAWING INFORMATION:DRAWING TITLE:DRAWING NUMBER:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OFDOCUMENTS IS PROPRIETARY BY NATURE. ANY USE ORDISCLOSURE OTHER THAN WHICH IS RELATED TO NAMEDCLIENT IS STRICTLY PROHIBITED.BEACON &ABERDEEN/SCL/LIUSE04630E16022 126TH AVE SERENTON, WA 98058BUILDING PERMITB. J. THOMAS, P.E.7607 80TH AVE NEMARYSVILLE, WA 98270206-851-11061ISSUED DESIGN REVIEW6/9/2018 BJT2REVISED PER REDLINES8/15/2018 BJTNO. DESCRIPTION:DATE:CHK.BY:DRAWN BY: CHK. BY:BJJL(E) (12) 1-5/8" COAX CABLES ROUTEWITHIN (E) U/G PVC CONDUITS(E) (3) T-MOBILE ANTENNAS #SBNHH-1D65C-SR(1 PER SECTOR)MOUNTED ON (E) UTILITY POLEALPHA SECTOR: 0° AZIMUTHBETA SECTOR: 120° AZIMUTHGAMMA SECTOR: 240° AZIMUTH(E) (3) STYLE 3C TMA (1 PER SECTOR)MOUNTED BEHIND ANTENNAS(E) (6) STYLE 4 TMA (2 PER SECTOR)(E) 99'-7" AGL ROUND WOOD POLE(E) T-MOBILE BTS EQUIPMENT(E) WOOD FENCE COMPOUND(E) ICEBRIDGE(E) (3) TWIN DIPLEXERS MOUNTEDTO (E) UNISTRUT AT (E) ICEBRIDGE(E) (6) DIPLEXERS (2 PER SECTOR)MOUNTED ON UNISTRUT(E) (3) FRLB MOUNTED TO (E)UNISTRUT AT (E) ICEBRIDGE(E) T-MOBILE POWER/TELCO H-FRAMEPURCELLULTRASITEFCOA
PROPOSEDENLARGEDSITE PLANA-1.2PROPOSED ENLARGED SITE PLAN22x34 SCALE: 3/8" = 1'11x17 SCALE: 3/16" = 1'NELANOIEGSRPRFSEODEE37041R
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THOMASPROJECT INFORMATION:ISSUED FOR:REVISION HISTORY:PLANS PREPARED BY:LICENSURE:DRAWING INFORMATION:DRAWING TITLE:DRAWING NUMBER:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OFDOCUMENTS IS PROPRIETARY BY NATURE. ANY USE ORDISCLOSURE OTHER THAN WHICH IS RELATED TO NAMEDCLIENT IS STRICTLY PROHIBITED.BEACON &ABERDEEN/SCL/LIUSE04630E16022 126TH AVE SERENTON, WA 98058BUILDING PERMITB. J. THOMAS, P.E.7607 80TH AVE NEMARYSVILLE, WA 98270206-851-11061ISSUED DESIGN REVIEW6/9/2018 BJT2REVISED PER REDLINES8/15/2018 BJTNO. DESCRIPTION:DATE:CHK.BY:DRAWN BY: CHK. BY:BJJL(E) (12) 1-5/8" COAX CABLES ROUTEWITHIN (E) U/G PVC CONDUITS(E) (3) T-MOBILE ANTENNAS #SBNHH-1D65C-SR(1 PER SECTOR)MOUNTED ON (E) UTILITY POLEALPHA SECTOR: 0° AZIMUTHBETA SECTOR: 120° AZIMUTHGAMMA SECTOR: 240° AZIMUTH(E) (3) STYLE 3C TMA (1 PER SECTOR)MOUNTED BEHIND ANTENNAS(E) (6) STYLE 4 TMA (2 PER SECTOR)TO BE REPLACED W/ (P) (3) STYLE3C TMA'S (1 PER SECTOR) &MOUNTED BEHIND ANTENNAS(E) 99'-7" AGL ROUND WOOD POLE(E) WOOD FENCE COMPOUND(E) T-MOBILE POWER/TELCO H-FRAMEPURCELL(E) (3) TWIN DIPLEXERS TO BEREPLACED W/ (P) (3) TWIN TRIPLEXERS(1 PER SECTOR) & MOUNTED TO (E)UNISTRUT AT (E) ICEBRIDGE(E) (3) FRLB MOUNTED TO (E)UNISTRUT AT (E) ICEBRIDGE(E) (6) DIPLEXERS (2 PER SECTOR)MOUNTED ON UNISTRUT(E) ICEBRIDGEFCOAFCOAINSTALL 1 AMOB, 1 ASIA, 3 ABIA.REMOVE LTE (1) FSMF AND (1) FBBC(SWAP SARF FOR SAS)(E) T-MOBILE BTS EQUIPMENT(REPLACE (1) ULTRASITE W/ (1) FCOA)
A-2PAINT NOTE:PROPOSED EQUIPMENT TO BE PAINTEDTO MATCH EXISTING WOOD UTILITY POLE. EXISTING WEST ELEVATIONSCALE: NTSSITEELEVATIONNELANOIEGSRPRFSEODEE37041R
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THOMASPROJECT INFORMATION:ISSUED FOR:REVISION HISTORY:PLANS PREPARED BY:LICENSURE:DRAWING INFORMATION:DRAWING TITLE:DRAWING NUMBER:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OFDOCUMENTS IS PROPRIETARY BY NATURE. ANY USE ORDISCLOSURE OTHER THAN WHICH IS RELATED TO NAMEDCLIENT IS STRICTLY PROHIBITED.BEACON &ABERDEEN/SCL/LIUSE04630E16022 126TH AVE SERENTON, WA 98058BUILDING PERMITB. J. THOMAS, P.E.7607 80TH AVE NEMARYSVILLE, WA 98270206-851-11061ISSUED DESIGN REVIEW6/9/2018 BJT2REVISED PER REDLINES8/15/2018 BJTNO. DESCRIPTION:DATE:CHK.BY:DRAWN BY: CHK. BY:BJJL1A-2TOP OF POLE & T-MOBILE ANTENNAS99'-7" AGLT-MOBILE RAD CENTER95'-7" AGLOVERHEAD LINES76.4' AGL(E) OVERHEAD LINES(E) 99'-7" AGL WOOD UTILITY POLE(E) (12) 1-5/8" COAX CABLESROUTED IN (E) (4) PVC CONDUITS(E) (3) T-MOBILE ANTENNAS #SBNHH-1D65C-SR (1 PER SECTOR)MOUNTED ON (E) UTILITY POLE(E) (3) STYLE 4 TMA (2 PER SECTOR)MOUNTED BEHIND ANTENNAS(E) (3) STYLE 3C TMA (1 PER SECTOR)MOUNTED BEHIND ANTENNAS15'-2" PROPOSED WEST ELEVATIONSCALE: NTS2A-2TOP OF POLE & T-MOBILE ANTENNAS99'-7" AGLT-MOBILE RAD CENTER95'-7" AGLOVERHEAD LINES76.4' AGL(E) OVERHEAD LINES(E) 99'-7" AGL WOOD UTILITY POLE(E) (12) 1-5/8" COAX CABLESROUTED IN (E) (4) PVC CONDUITS(E) (3) T-MOBILE ANTENNAS #SBNHH-1D65C-SR(1 PER SECTOR)MOUNTED ON (E) UTILITY POLE(E) (6) STYLE 4 TMA (2 PER SECTOR) TO BEREPLACED W/ (P) (3) STYLE 3C TMA'S (1 PERSECTOR) & MOUNTED BEHIND ANTENNAS(E) (3) STYLE 3C TMA (1 PER SECTOR)MOUNTED BEHIND ANTENNAS15'-2"
BTS EQUIPMENTDETAILSA-3NELANOIEGSRPRFSEODEE37041R
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THOMASPROJECT INFORMATION:ISSUED FOR:REVISION HISTORY:PLANS PREPARED BY:LICENSURE:DRAWING INFORMATION:DRAWING TITLE:DRAWING NUMBER:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OFDOCUMENTS IS PROPRIETARY BY NATURE. ANY USE ORDISCLOSURE OTHER THAN WHICH IS RELATED TO NAMEDCLIENT IS STRICTLY PROHIBITED.BEACON &ABERDEEN/SCL/LIUSE04630E16022 126TH AVE SERENTON, WA 98058BUILDING PERMITB. J. THOMAS, P.E.7607 80TH AVE NEMARYSVILLE, WA 98270206-851-11061ISSUED DESIGN REVIEW6/9/2018 BJT2REVISED PER REDLINES8/15/2018 BJTNO. DESCRIPTION:DATE:CHK.BY:DRAWN BY: CHK. BY:BJJLFRONTELEVATIONSIDEELEVATION NOKIA SIEMENS FLEXI FCOA SPECIFICATIONSCALE: NTS1A-3TOP VIEWCABINET MOUNTINGPLINTH60"4"64"OVERALLHEIGHT30"30"60"64"OVERALLHEIGHT4"30"30"30"30"FCOA DIMENSIONSMANUFACTURER: NOKIA SIEMENSHEIGHT: 60"DEPTH: 30"WIDTH: 30"MAXIMUM CABINET WEIGHT(WITH MODULES) 300± LBS
NELANOIEGSRPRFSEODEE37041R
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THOMASGENERAL DETAILSA-4PROJECT INFORMATION:ISSUED FOR:REVISION HISTORY:PLANS PREPARED BY:LICENSURE:DRAWING INFORMATION:DRAWING TITLE:DRAWING NUMBER:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OFDOCUMENTS IS PROPRIETARY BY NATURE. ANY USE ORDISCLOSURE OTHER THAN WHICH IS RELATED TO NAMEDCLIENT IS STRICTLY PROHIBITED.BEACON &ABERDEEN/SCL/LIUSE04630E16022 126TH AVE SERENTON, WA 98058BUILDING PERMITB. J. THOMAS, P.E.7607 80TH AVE NEMARYSVILLE, WA 98270206-851-11061ISSUED DESIGN REVIEW6/9/2018 BJT2REVISED PER REDLINES8/15/2018 BJTNO. DESCRIPTION:DATE:CHK.BY:DRAWN BY: CHK. BY:BJJL1A-4 ABIA DETAILSCALE: NTSMANUFACTURER:MODEL:DIMENSION (HxWxD)WEIGHT:NOKIAABIA AIR SCALE1.9" x 8.3" x 14.8"4.63 LBS2A-4 ASIA DETAILSCALE: NTSMANUFACTURER:MODEL:DIMENSION (HxWxD)WEIGHT:NOKIAASIA AIR SCALE1.9" x 8.3" x 14.8"6.83 LBSMANUFACTURER:MODEL:POWER INPUT:DIMENSION (HxWxD)WEIGHT:NOKIAAMOB AIRSCALE SUBRACK-48 V DC12.2" x 17.6" x 23.8"50.7 LBS3A-4 AMOB DETAILSCALE: NTS
RF DETAILSNELANOIEGSRPRFSEODEE37041R
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THOMASPROJECT INFORMATION:ISSUED FOR:REVISION HISTORY:PLANS PREPARED BY:LICENSURE:DRAWING INFORMATION:DRAWING TITLE:DRAWING NUMBER:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OFDOCUMENTS IS PROPRIETARY BY NATURE. ANY USE ORDISCLOSURE OTHER THAN WHICH IS RELATED TO NAMEDCLIENT IS STRICTLY PROHIBITED.BEACON &ABERDEEN/SCL/LIUSE04630E16022 126TH AVE SERENTON, WA 98058BUILDING PERMITB. J. THOMAS, P.E.7607 80TH AVE NEMARYSVILLE, WA 98270206-851-11061ISSUED DESIGN REVIEW6/9/2018 BJT2REVISED PER REDLINES8/15/2018 BJTNO. DESCRIPTION:DATE:CHK.BY:DRAWN BY: CHK. BY:BJJLANTENNA AND COAX GENERAL NOTES:1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHEDBY T-MOBILE AND INSTALLED BY CONTRACTOR.2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN ACLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED ASFOLLOWS:3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZEDSITES. FOR OMNI SITES, USE THE AT0, BT0, & GT0 COLOR CODESONLY.4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACESUSING 1" WIDE WEATHER PROOF COLORED VINYL TAPE AT THEFOLLOWING LOCATIONS:#1 - AT ANTENNA CONNECTION#2 - AT ENTRY TO EQUIPMENT CABINET5. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK & 12" FROM EDGEOF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IFAPPLICABLE), UP TO TOWER LEG (IF APPLICABLE), & DISTRIBUTETO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF(3) GROUND KITS PER COAXIAL CABLE ACCORDING TOELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE,& CABLE DIAMETER WITH PROJECT MANAGER.1"1"2"2"4"4"1RF-1 COAXIAL CABLE WEATHERPROOFINGSCALE: NTSSTEP 1 STEP 2 STEP 3 STEP 4CONNECTORS (TYP)ELECTRICAL TAPE (1 LAYER)BUTYL TAPE(ALSO KNOWN AS MASTIC, TAFFY TAPE)ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPEAND 3 LAYERS IN 3/4" TAPE (ALL WITHMINIMUM 50% OVERLAP). ALL TAPE ENDSSHALL BE CUT (DO NOT STRETCH). COATWITH 3M SCOTCHKOTE SPRAY SEALERNOTE:1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED.2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY.3. TAGGING:ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATETHE ANTENNA SECTOR.COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH ENDOFJUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITHWEATHERPROOFING.)4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'-0" ON CENTER.CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THISREQUIREMENT.5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAPMOVES WATER AWAY FROM CONNECTION. (SEE STEP 4.)6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMA'S. HEATSHRINK SHALL BE "CANUSA" WITH ADHESIVE.COLORANTENNA MODEL #VENDORAZIMUTH (TN) MECHANICALDOWNTILTRADIATIONCENTERRED SBNHH-1D65C-SR COMMSCOPE 0°1°95'-7" AGLGREEN SBNHH-1D65C-SR COMMSCOPE 120°1°95'-7" AGLBLUE SBNHH-1D65C-SR COMMSCOPE 240° 0° 95'-7" AGLSITE LOADING CHARTELECTRICALDOWNTILTTBDTBDTBDSECTORALPHABETAGAMMAHYBRID CABLELENGTHN/ACOAX CABLES(4) 1-5/8"PART #COMMSCOPE TWIN TRIPLEXERMECHANICAL SPECIFICATIONS:CBC61921X-DS-2XLENGTH8.27"WIDTH7.17"DEPTH5.24"CONNECTORSTYPE "RF"ELECTRICAL SPECIFICATIONS:POWER HANDLING500 W MAXWEIGHT15 LBSMOUNTING CONNECTOR7-16 DIN FEMALEPART NAMESTACKED 555-894/PCS/AWS1&3TRIPLEXER W/ DC SENSEFREQUENCYPCS 1850 - 1990 MHzFREQUENCY555 - 894 MHz6.32"7.64"5.24"12.05"FREQUENCYAWS 2110 - 2180 MHzPART #COMMSCOPE TWIN STYLE 3C TMAMECHANICAL SPECIFICATIONS:TMAT1921B78-21ALENGTH9.09"WIDTH8.69"DEPTH4.09"CONNECTORSTYPE "RF"ELECTRICAL SPECIFICATIONS:POWER HANDLING7 - 30 VdcWEIGHT17.6 LBSMOUNTING CONNECTOR7-16 DIN FEMALEPART NAMETWIN DIPLEXED AWS/PCS TMAFREQUENCYPCS 1850 - 1910 MHzFREQUENCYAWS 1710 - 1755 MHz4.98"11.63"8.69"4.09"9.09"(4) 1-5/8"(4) 1-5/8"
RF DETAILSNELANOIEGSRPRFSEODEE37041R
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THOMASPROJECT INFORMATION:ISSUED FOR:REVISION HISTORY:PLANS PREPARED BY:LICENSURE:DRAWING INFORMATION:DRAWING TITLE:DRAWING NUMBER:DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFYALL DIMENSIONS AND ADVISE CONSULTANTS OF ANYERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THISDRAWING ARE SUPERSEDED BY THE LATEST REVISION.THE INFORMATION CONTAINED IN THIS SET OFDOCUMENTS IS PROPRIETARY BY NATURE. ANY USE ORDISCLOSURE OTHER THAN WHICH IS RELATED TO NAMEDCLIENT IS STRICTLY PROHIBITED.BEACON &ABERDEEN/SCL/LIUSE04630E16022 126TH AVE SERENTON, WA 98058BUILDING PERMITB. J. THOMAS, P.E.7607 80TH AVE NEMARYSVILLE, WA 98270206-851-11061ISSUED DESIGN REVIEW6/9/2018 BJT2REVISED PER REDLINES8/15/2018 BJTNO. DESCRIPTION:DATE:CHK.BY:DRAWN BY: CHK. BY:BJJL