C1261.lca
160 KB Posted
- Solicitation number
- 1412223278
- Issued by
- Duval County, Florida
About this file
LCA Load Case Analysis and Pole Design Specifications
This is a technical load case analysis (LCA) file generated by Burns & McDonnell for pole structure engineering, specifically documenting design calculations for the New World 230kV Transmission Line project associated with Jacksonville Electric Authority (JEA). The file contains comprehensive structural loading data for spun concrete transmission poles, with 22 load cases analyzed across multiple design standards including NESC 250B, 250C, and 250D criteria. The analysis covers various wind and weather conditions, conductor configurations (COND1, COND2, COND3), insulator loads (INS1, INS2, INS3), guy wire vangs (SWvang, DINS1-3, NEUVANG), and deflection scenarios with and without creep effects. Load cases include initial and ultimate strength evaluations, factored transverse and longitudinal wind pressures ranging from 2.53 to 44.28 psf, and pole tension ratings varying from approximately 9,024 to 24,714 pounds depending on conductor type and environmental conditions. The file documents loading parameters for different cable types including Falcon ACSR, Orchid AAC, and Alliance AAAC conductors at multiple azimuth angles and vertical load combinations.
The technical specifications detailed in this LCA file establish the structural design parameters that bidding manufacturers must meet, including strength reduction factors for steel (1.5), wood (0.65-0.75), and concrete elements (0.9), and foundation factors (0.8-1.0). Manufacturing calculations reference specific conductor specifications such as Falcon ACSR 15,000-pound capacity at 250B initial rating with 509-foot and 496-foot span configurations. The pole design incorporates secondary moments, P-Delta effects, and accounts for insulator wind and weight loads across all load cases. Quality assurance requirements embedded in these calculations mandate that actual manufactured poles must satisfy all specified load conditions, with testing conducted at both in-plant (daily checks and concrete cylinder reports at release, 7 days, and 28 days) and potentially at JEA's discretion through random full-load testing at manufacturer expense. The analysis provides the engineering foundation for the 32-pole procurement ranging from 120 to 125 feet in length with load ratings of 20 to 36 kip, ensuring all delivered poles meet design requirements under ultimate strength methodology with ultimate compressive strength of 8500 psi concrete.
Text of this file
TYPE='LCA FILE' VERSION='17' UNITS='US' SOURCE='PLS-POLE Version 21.01' USER='Burns & McDonnell' FILENAME='' 38 ; num_load_cases 22 ; num_load_points 1 1 1 1 0.1 33 0 0.000000 1 0 1 1 0 0 1 0 0 1.600000 0 0 1 80.630200 32808.400000 3 NESC 250B Initial RS NA+,I NA+ 0 ; include insulator wind/weight
1.000000 0.650000 0.900000 0.000000 0.000000 0.650000 0.650000 0.650000 0.000000 1.000000 1.000000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.5000000000 ; Structure weight load factor
22.5000000000 0.0000000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 30.000000
COND1
771.7897400000 738.6679900000 24714.1325800000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24714 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND1
743.5727700000 720.0334200000 -24714.1308400000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24714 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND2
771.7897400000 738.6679900000 24714.1331700000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24714 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND2
743.5727700000 720.0334200000 -24714.1314300000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24714 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND3
771.7897400000 738.6679900000 24714.1337800000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24714 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
COND3
743.5727700000 720.0334200000 -24714.1320400000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24714 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
INS1
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS1
157.5000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS2
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS2
157.5000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS3
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
INS3
157.5000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight SWvang
66.5546700000 166.5548000000 3293.6925900000 '3no_6_alumoweld_2000#@250BIRS.wir 509 ft azi=90.0 deg uh=0.65 uv=0.27 lbs/ft ten=3294 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight SWvang
63.8373500000 162.3445400000 -3293.6919400000 '3no_6_alumoweld_2000#@250BIRS.wir 496 ft azi=-90.0 deg uh=0.65 uv=0.27 lbs/ft ten=3294 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight
DINS1
210.8767300000 140.6906500000 6643.4812600000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6642 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS1
170.2976100000 166.6839200000 -6643.9101700000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6642 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS2
210.8767600000 139.9059500000 6643.4978700000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6642 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS2
170.2976900000 165.9683500000 -6643.9281100000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6642 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS3
210.6396600000 139.1210300000 6643.5168000000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6642 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
DINS3
170.0815500000 165.2526600000 -6643.9469200000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6642 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
NEUVANG
84.5204500000 104.1976800000 4675.8706800000 'alliance_aaac.wir 241 ft azi=90.3 deg uh=1.06 uv=0.35 lbs/ft ten=4675 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight
NEUVANG
55.7506800000 118.5641400000 -4676.0881800000 'alliance_aaac.wir 265 ft azi=-90.3 deg uh=1.06 uv=0.35 lbs/ft ten=4676 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight NESC 250B Initial RS NA-,I NA- 0 ; include insulator wind/weight
1.000000 0.650000 0.900000 0.000000 0.000000 0.650000 0.650000 0.650000 0.000000 1.000000 1.000000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.5000000000 ; Structure weight load factor -22.5000000000 0.0000000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 30.000000
COND1
771.7897400000 -738.6679900000 24714.1325800000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24714 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND1
743.5727700000 -720.0334200000 -24714.1308400000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24714 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND2
771.7897400000 -738.6679900000 24714.1331700000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24714 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND2
743.5727700000 -720.0334200000 -24714.1314300000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24714 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND3
771.7897400000 -738.6679900000 24714.1337800000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24714 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
COND3
743.5727700000 -720.0334200000 -24714.1320400000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24714 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
INS1
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS1
157.5000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS2
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS2
157.5000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS3
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
INS3
157.5000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight SWvang
66.5546700000 -166.5548000000 3293.6925900000 '3no_6_alumoweld_2000#@250BIRS.wir 509 ft azi=90.0 deg uh=0.65 uv=0.27 lbs/ft ten=3294 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight SWvang
63.8373500000 -162.3445400000 -3293.6919400000 '3no_6_alumoweld_2000#@250BIRS.wir 496 ft azi=-90.0 deg uh=0.65 uv=0.27 lbs/ft ten=3294 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight
DINS1
210.8767300000 -275.0349800000 6639.2765400000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6642 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS1
170.2976100000 -289.1897300000 -6639.7059500000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6642 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS2
210.8767600000 -275.8196900000 6639.2440200000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6642 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS2
170.2976900000 -289.9053000000 -6639.6747800000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6642 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS3
210.6396600000 -276.6042300000 6639.2138300000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6642 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
DINS3
170.0815500000 -290.6207600000 -6639.6444700000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6642 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
NEUVANG
84.5204500000 -150.7196100000 4674.6023800000 'alliance_aaac.wir 241 ft azi=90.3 deg uh=1.06 uv=0.35 lbs/ft ten=4675 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight
NEUVANG
55.7506800000 -160.9857600000 -4674.8199700000 'alliance_aaac.wir 265 ft azi=-90.3 deg uh=1.06 uv=0.35 lbs/ft ten=4676 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight NESC 250B Load FE NA+,U NA+ 0 ; include insulator wind/weight
1.000000 0.650000 0.900000 0.000000 0.000000 0.650000 0.650000 0.650000 0.000000 1.000000 1.000000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.5000000000 ; Structure weight load factor
22.5000000000 0.0000000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 30.000000
COND1
771.1677400000 737.3355800000 24049.8585100000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24050 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND1
747.2611800000 707.4641900000 -24057.9202200000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24058 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND2
771.1116200000 737.3417000000 24156.7190200000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24157 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND2
747.2868600000 706.9872700000 -24164.5683500000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24164 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND3
771.0544200000 737.3476000000 24265.9871000000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24266 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
COND3
747.3051100000 706.5189000000 -24273.6149100000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24273 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
INS1
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS1
157.5000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS2
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS2
157.5000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS3
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
INS3
157.5000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight SWvang
66.4765400000 166.3033500000 3237.6902200000 '3no_6_alumoweld_2000#@250BIRS.wir 509 ft azi=90.0 deg uh=0.65 uv=0.27 lbs/ft ten=3238 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight SWvang
63.7918200000 162.1010800000 -3221.0021400000 '3no_6_alumoweld_2000#@250BIRS.wir 496 ft azi=-90.0 deg uh=0.65 uv=0.27 lbs/ft ten=3221 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight
DINS1
207.0528800000 143.2329600000 6366.5893400000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6365 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS1
168.8183000000 168.5745200000 -6408.0033200000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6406 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS2
207.3871200000 142.2242200000 6391.6908400000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6390 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS2
168.9539100000 167.6601900000 -6432.0438600000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6430 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS3
207.5106500000 141.1950500000 6418.1743600000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6416 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
DINS3
168.8868600000 166.7280300000 -6457.4142500000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6456 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
NEUVANG
84.0992800000 104.0827400000 4640.1704700000 'alliance_aaac.wir 241 ft azi=90.3 deg uh=1.06 uv=0.35 lbs/ft ten=4640 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight
NEUVANG
55.6347100000 118.2629400000 -4671.3952100000 'alliance_aaac.wir 265 ft azi=-90.3 deg uh=1.06 uv=0.35 lbs/ft ten=4671 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight NESC 250B Load FE NA-,U NA- 0 ; include insulator wind/weight
1.000000 0.650000 0.900000 0.000000 0.000000 0.650000 0.650000 0.650000 0.000000 1.000000 1.000000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.5000000000 ; Structure weight load factor -22.5000000000 0.0000000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 30.000000
COND1
771.3587700000 -737.0709800000 23940.3599300000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=23940 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND1
740.3737200000 -723.7219600000 -23933.7703800000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=23934 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND2
771.3021000000 -737.0758100000 24049.4866700000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24049 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND2
740.5190000000 -723.3677800000 -24043.1612100000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24043 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND3
771.2437200000 -737.0804100000 24162.3105500000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24162 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
COND3
740.6532100000 -723.0180500000 -24156.2483400000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24156 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
INS1
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS1
157.5000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS2
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS2
157.5000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS3
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
INS3
157.5000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight SWvang
66.4765400000 -166.3033500000 3237.6902200000 '3no_6_alumoweld_2000#@250BIRS.wir 509 ft azi=90.0 deg uh=0.65 uv=0.27 lbs/ft ten=3238 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight SWvang
63.7918200000 -162.1010800000 -3221.0021400000 '3no_6_alumoweld_2000#@250BIRS.wir 496 ft azi=-90.0 deg uh=0.65 uv=0.27 lbs/ft ten=3221 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight
DINS1
207.0528800000 -271.9762800000 6362.3898300000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6365 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS1
168.8183000000 -286.7291600000 -6403.8043600000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6406 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS2
207.3871200000 -272.9848600000 6387.4422700000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6390 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS2
168.9539100000 -287.6434000000 -6427.7958500000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6430 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS3
207.5106500000 -274.0134700000 6413.8767400000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6416 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
DINS3
168.8868600000 -288.5752500000 -6453.1171800000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6456 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
NEUVANG
84.0992800000 -150.2494500000 4638.9050700000 'alliance_aaac.wir 241 ft azi=90.3 deg uh=1.06 uv=0.35 lbs/ft ten=4640 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight
NEUVANG
55.6347100000 -160.6420000000 -4670.1299200000 'alliance_aaac.wir 265 ft azi=-90.3 deg uh=1.06 uv=0.35 lbs/ft ten=4671 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight NESC 250B Load FE Max (wind towards 270),U Max 0 ; include insulator wind/weight
1.000000 0.650000 0.900000 0.000000 0.000000 0.650000 0.650000 0.650000 0.000000 1.000000 1.000000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.5000000000 ; Structure weight load factor
22.5000000000 -0.0633100000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 30.000000
COND1
771.1670300000 737.3297600000 24049.9000600000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24050 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND1
747.2623100000 707.4582400000 -24057.9599300000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24058 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND2
771.1108900000 737.3358800000 24156.7839300000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24157 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND2
747.2879900000 706.9811300000 -24164.6356600000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24164 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND3
771.0536800000 737.3417800000 24266.0733400000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24266 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
COND3
747.3062300000 706.5126000000 -24273.7078400000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=2.90 uv=3.07 lbs/ft ten=24273 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
INS1
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS1
157.5000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS2
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS2
157.5000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS3
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
INS3
157.5000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight SWvang
66.4763800000 166.3020400000 3237.6840100000 '3no_6_alumoweld_2000#@250BIRS.wir 509 ft azi=90.0 deg uh=0.65 uv=0.27 lbs/ft ten=3238 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight SWvang
63.7920800000 162.0998000000 -3220.9983000000 '3no_6_alumoweld_2000#@250BIRS.wir 496 ft azi=-90.0 deg uh=0.65 uv=0.27 lbs/ft ten=3221 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight
DINS1
207.0775300000 143.1981400000 6366.6018700000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6365 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS1
168.8239800000 168.5651900000 -6408.0005800000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6406 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS2
207.4119600000 142.1887700000 6391.7021000000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6390 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS2
168.9596700000 167.6505600000 -6432.0404100000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6430 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS3
207.5356300000 141.1589800000 6418.1839400000 'orchid_aac.wir 241 ft azi=90.6 deg uh=1.72 uv=0.90 lbs/ft ten=6416 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
DINS3
168.8926800000 166.7180800000 -6457.4098500000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=1.72 uv=0.90 lbs/ft ten=6456 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
NEUVANG
84.1056400000 104.0750400000 4640.1676400000 'alliance_aaac.wir 241 ft azi=90.3 deg uh=1.06 uv=0.35 lbs/ft ten=4640 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight
NEUVANG
55.6350800000 118.2625300000 -4671.3950800000 'alliance_aaac.wir 265 ft azi=-90.3 deg uh=1.06 uv=0.35 lbs/ft ten=4671 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight NESC 250C Initial RS NA+,I NA+ 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor
44.2800000000 0.0000000000 54 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 60.000000
COND1
564.9298700000 1276.2093200000 20256.0522200000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=5.00 uv=2.25 lbs/ft ten=20256 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND1
543.2764900000 1247.2819300000 -20256.0474800000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=5.01 uv=2.25 lbs/ft ten=20256 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND2
565.0357600000 1237.8371800000 20025.3717800000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=4.85 uv=2.25 lbs/ft ten=20025 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND2
543.4648500000 1209.8265300000 -20025.3671500000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=4.86 uv=2.25 lbs/ft ten=20025 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND3
565.1546600000 1195.3306700000 19767.0084100000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=4.68 uv=2.25 lbs/ft ten=19767 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
COND3
543.6760900000 1168.3341200000 -19767.0039000000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=4.69 uv=2.25 lbs/ft ten=19767 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
INS1
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS1
115.5000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS2
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS2
115.5000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS3
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
INS3
115.5000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight SWvang
48.1630900000 295.7480400000 3418.3136500000 '3no_6_alumoweld_2000#@250BIRS.wir 509 ft azi=90.0 deg uh=1.16 uv=0.20 lbs/ft ten=3418 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight SWvang
45.6896500000 289.0113200000 -3418.3127000000 '3no_6_alumoweld_2000#@250BIRS.wir 496 ft azi=-90.0 deg uh=1.16 uv=0.20 lbs/ft ten=3418 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight
DINS1
165.0322000000 267.5317400000 5312.3072800000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.66 uv=0.66 lbs/ft ten=5309 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS1
129.3209500000 300.2763300000 -5312.8105300000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.64 uv=0.66 lbs/ft ten=5310 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS2
164.4253900000 261.0031000000 5269.5318600000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.61 uv=0.66 lbs/ft ten=5267 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS2
129.0630800000 293.1851100000 -5270.0305700000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.58 uv=0.66 lbs/ft ten=5267 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS3
163.5822400000 254.3233500000 5224.0687600000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.55 uv=0.66 lbs/ft ten=5221 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
DINS3
128.6082800000 285.9228600000 -5224.5606800000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.53 uv=0.66 lbs/ft ten=5222 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
NEUVANG
66.0843100000 171.7374000000 3485.2319600000 'alliance_aaac.wir 241 ft azi=90.3 deg uh=1.57 uv=0.25 lbs/ft ten=3484 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight
NEUVANG
41.8343000000 189.7290900000 -3485.4263300000 'alliance_aaac.wir 265 ft azi=-90.3 deg uh=1.55 uv=0.25 lbs/ft ten=3485 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight NESC 250C Initial RS NA-,I NA- 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor -44.2800000000 0.0000000000 54 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 60.000000
COND1
564.9298700000 -1276.2093200000 20256.0522200000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=5.00 uv=2.25 lbs/ft ten=20256 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND1
543.2764900000 -1247.2819300000 -20256.0474800000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=5.01 uv=2.25 lbs/ft ten=20256 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND2
565.0357600000 -1237.8371800000 20025.3717800000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=4.85 uv=2.25 lbs/ft ten=20025 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND2
543.4648500000 -1209.8265300000 -20025.3671500000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=4.86 uv=2.25 lbs/ft ten=20025 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND3
565.1546600000 -1195.3306700000 19767.0084100000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=4.68 uv=2.25 lbs/ft ten=19767 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
COND3
543.6760900000 -1168.3341200000 -19767.0039000000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=4.69 uv=2.25 lbs/ft ten=19767 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
INS1
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS1
115.5000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS2
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS2
115.5000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS3
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
INS3
115.5000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight SWvang
48.1630900000 -295.7480400000 3418.3136500000 '3no_6_alumoweld_2000#@250BIRS.wir 509 ft azi=90.0 deg uh=1.16 uv=0.20 lbs/ft ten=3418 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight SWvang
45.6896500000 -289.0113200000 -3418.3127000000 '3no_6_alumoweld_2000#@250BIRS.wir 496 ft azi=-90.0 deg uh=1.16 uv=0.20 lbs/ft ten=3418 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight
DINS1
165.0322000000 -374.9253900000 5305.8093400000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.66 uv=0.66 lbs/ft ten=5309 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS1
129.3209500000 -398.2098400000 -5306.3688600000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.64 uv=0.66 lbs/ft ten=5310 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS2
164.4253900000 -368.7766100000 5263.0877300000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.61 uv=0.66 lbs/ft ten=5267 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS2
129.0630800000 -391.4650200000 -5263.6427300000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.58 uv=0.66 lbs/ft ten=5267 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS3
163.5822400000 -362.4009600000 5217.6853500000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.55 uv=0.66 lbs/ft ten=5221 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
DINS3
128.6082800000 -384.4800400000 -5218.2335400000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.53 uv=0.66 lbs/ft ten=5222 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
NEUVANG
66.0843100000 -206.4085800000 3483.3505500000 'alliance_aaac.wir 241 ft azi=90.3 deg uh=1.57 uv=0.25 lbs/ft ten=3484 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight
NEUVANG
41.8343000000 -221.3448200000 -3483.5614400000 'alliance_aaac.wir 265 ft azi=-90.3 deg uh=1.55 uv=0.25 lbs/ft ten=3485 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight NESC 250C Load FE NA+,U NA+ 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor
44.2800000000 0.0000000000 54 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 60.000000
COND1
564.1983900000 1273.5048300000 20333.9376600000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=5.00 uv=2.25 lbs/ft ten=20334 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND1
546.5789800000 1242.1526300000 -20361.4716900000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=5.01 uv=2.25 lbs/ft ten=20361 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND2
564.2870100000 1235.2326400000 20137.4673300000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=4.85 uv=2.25 lbs/ft ten=20137 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND2
547.2226000000 1204.3507900000 -20162.9454200000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=4.86 uv=2.25 lbs/ft ten=20163 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND3
564.4019000000 1192.8346500000 19884.9983200000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=4.68 uv=2.25 lbs/ft ten=19885 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
COND3
547.8745700000 1162.4947100000 -19911.6914800000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=4.69 uv=2.25 lbs/ft ten=19911 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
INS1
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS1
115.5000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS2
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS2
115.5000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS3
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
INS3
115.5000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight SWvang
48.0167200000 295.0293500000 3467.3784900000 '3no_6_alumoweld_2000#@250BIRS.wir 509 ft azi=90.0 deg uh=1.16 uv=0.20 lbs/ft ten=3467 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight SWvang
45.5630500000 288.3234100000 -3430.8081500000 '3no_6_alumoweld_2000#@250BIRS.wir 496 ft azi=-90.0 deg uh=1.16 uv=0.20 lbs/ft ten=3431 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight
DINS1
164.0862700000 267.5420000000 5255.4096800000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.66 uv=0.66 lbs/ft ten=5252 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS1
129.9234600000 298.4530700000 -5440.1349400000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.64 uv=0.66 lbs/ft ten=5437 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS2
163.3966200000 261.0961000000 5206.7130400000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.61 uv=0.66 lbs/ft ten=5204 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS2
129.6469600000 291.3976100000 -5394.0190900000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.58 uv=0.66 lbs/ft ten=5391 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS3
162.5324200000 254.4573500000 5159.5147900000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.55 uv=0.66 lbs/ft ten=5157 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
DINS3
129.1587700000 284.1888100000 -5343.4357300000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.53 uv=0.66 lbs/ft ten=5341 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
NEUVANG
65.7286600000 171.3578600000 3458.3653400000 'alliance_aaac.wir 241 ft azi=90.3 deg uh=1.57 uv=0.25 lbs/ft ten=3457 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight
NEUVANG
41.9087700000 188.8215900000 -3558.5616800000 'alliance_aaac.wir 265 ft azi=-90.3 deg uh=1.55 uv=0.25 lbs/ft ten=3558 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight NESC 250C Load FE NA-,U NA- 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor -44.2800000000 0.0000000000 54 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 60.000000
COND1
564.2931400000 -1273.4804800000 20243.6453500000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=5.00 uv=2.25 lbs/ft ten=20244 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND1
542.2705700000 -1244.8982700000 -20234.1465400000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=5.01 uv=2.25 lbs/ft ten=20234 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND2
564.3830800000 -1235.2055200000 20051.5738400000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=4.85 uv=2.25 lbs/ft ten=20052 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND2
542.7484000000 -1207.3708400000 -20041.8162900000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=4.86 uv=2.25 lbs/ft ten=20042 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND3
564.5084200000 -1192.8050800000 19784.1139100000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=4.68 uv=2.25 lbs/ft ten=19784 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
COND3
543.2685800000 -1165.8117600000 -19775.1448300000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=4.69 uv=2.25 lbs/ft ten=19775 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
INS1
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS1
115.5000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS2
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS2
115.5000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS3
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
INS3
115.5000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight SWvang
48.0167200000 -295.0293500000 3467.3784900000 '3no_6_alumoweld_2000#@250BIRS.wir 509 ft azi=90.0 deg uh=1.16 uv=0.20 lbs/ft ten=3467 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight SWvang
45.5630500000 -288.3234100000 -3430.8081500000 '3no_6_alumoweld_2000#@250BIRS.wir 496 ft azi=-90.0 deg uh=1.16 uv=0.20 lbs/ft ten=3431 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight
DINS1
164.0862700000 -373.7848100000 5248.9231800000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.66 uv=0.66 lbs/ft ten=5252 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS1
129.9234600000 -398.7351500000 -5433.7052500000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.64 uv=0.66 lbs/ft ten=5437 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS2
163.3966200000 -367.5841600000 5200.2801600000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.61 uv=0.66 lbs/ft ten=5204 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS2
129.6469600000 -391.9912700000 -5387.6430200000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.58 uv=0.66 lbs/ft ten=5391 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS3
162.5324200000 -361.1987300000 5153.1424300000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.55 uv=0.66 lbs/ft ten=5157 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
DINS3
129.1587700000 -384.9899300000 -5337.1201400000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.53 uv=0.66 lbs/ft ten=5341 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
NEUVANG
65.7286600000 -205.7617200000 3456.4890400000 'alliance_aaac.wir 241 ft azi=90.3 deg uh=1.57 uv=0.25 lbs/ft ten=3457 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight
NEUVANG
41.9087700000 -221.1009200000 -3556.7020100000 'alliance_aaac.wir 265 ft azi=-90.3 deg uh=1.55 uv=0.25 lbs/ft ten=3558 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight NESC 250C Load FE Max (wind towards 269.839),U Max 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor
44.2800000000 -0.2492000000 54 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 1 8.000000 60.000000
COND1
564.1949100000 1273.4645600000 20333.8303300000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=5.00 uv=2.25 lbs/ft ten=20334 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND1
546.5845800000 1242.1179100000 -20361.4702100000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=5.01 uv=2.25 lbs/ft ten=20361 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND2
564.2836200000 1235.1935800000 20137.3830800000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=4.85 uv=2.25 lbs/ft ten=20137 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND2
547.2282300000 1204.3166700000 -20162.9709400000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=4.86 uv=2.25 lbs/ft ten=20163 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND3
564.3985900000 1192.7969300000 19884.9773100000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=4.68 uv=2.25 lbs/ft ten=19885 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
COND3
547.8801700000 1162.4612800000 -19911.7800200000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=4.69 uv=2.25 lbs/ft ten=19912 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
INS1
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS1
115.5000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS2
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS2
115.5000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS3
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
INS3
115.5000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight SWvang
48.0159000000 295.0200000000 3467.3215700000 '3no_6_alumoweld_2000#@250BIRS.wir 509 ft azi=90.0 deg uh=1.16 uv=0.20 lbs/ft ten=3467 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight SWvang
45.5645000000 288.3142700000 -3430.7528800000 '3no_6_alumoweld_2000#@250BIRS.wir 496 ft azi=-90.0 deg uh=1.16 uv=0.20 lbs/ft ten=3431 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight
DINS1
164.1509200000 267.4674700000 5254.9230400000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.66 uv=0.66 lbs/ft ten=5252 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS1
129.9308800000 298.4487000000 -5440.1196700000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.64 uv=0.66 lbs/ft ten=5437 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS2
163.4605900000 261.0218800000 5206.2408100000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.61 uv=0.66 lbs/ft ten=5203 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS2
129.6544600000 291.3930700000 -5394.0030400000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.58 uv=0.66 lbs/ft ten=5391 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS3
162.5954900000 254.3834900000 5159.0586800000 'orchid_aac.wir 241 ft azi=90.6 deg uh=2.55 uv=0.66 lbs/ft ten=5156 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
DINS3
129.1662600000 284.1841400000 -5343.4161400000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=2.53 uv=0.66 lbs/ft ten=5340 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
NEUVANG
65.7477200000 171.3372500000 3458.2481600000 'alliance_aaac.wir 241 ft azi=90.3 deg uh=1.57 uv=0.25 lbs/ft ten=3457 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight
NEUVANG
41.9082500000 188.8213600000 -3558.5596300000 'alliance_aaac.wir 265 ft azi=-90.3 deg uh=1.55 uv=0.25 lbs/ft ten=3558 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight NESC 250D Initial RS NA+,I NA+ 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor
2.5300000000 0.0000000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 0 0.000000 15.000000
COND1
565.3223800000 83.0517600000 15654.2584900000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=0.33 uv=2.25 lbs/ft ten=15654 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND1
544.2141600000 80.9569700000 -15654.2583900000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=0.33 uv=2.25 lbs/ft ten=15654 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND2
565.3223800000 83.0517600000 15654.2587400000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=0.33 uv=2.25 lbs/ft ten=15654 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND2
544.2141600000 80.9569700000 -15654.2586500000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=0.33 uv=2.25 lbs/ft ten=15654 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND3
565.3223800000 83.0517600000 15654.2590000000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=0.33 uv=2.25 lbs/ft ten=15654 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
COND3
544.2141600000 80.9569700000 -15654.2589100000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=0.33 uv=2.25 lbs/ft ten=15654 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
INS1
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS1
115.5000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS2
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS2
115.5000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS3
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
INS3
115.5000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight SWvang
48.7259300000 18.7235200000 1835.5748100000 '3no_6_alumoweld_2000#@250BIRS.wir 509 ft azi=90.0 deg uh=0.07 uv=0.20 lbs/ft ten=1836 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight SWvang
46.6867300000 18.2504500000 -1835.5747400000 '3no_6_alumoweld_2000#@250BIRS.wir 496 ft azi=-90.0 deg uh=0.07 uv=0.20 lbs/ft ten=1836 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight
DINS1
162.8588500000 -20.1125000000 4299.4646500000 'orchid_aac.wir 241 ft azi=90.6 deg uh=0.19 uv=0.66 lbs/ft ten=4299 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS1
128.3563300000 -14.0221300000 -4299.5354000000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=0.19 uv=0.66 lbs/ft ten=4299 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS2
162.8588600000 -20.6204700000 4299.4622500000 'orchid_aac.wir 241 ft azi=90.6 deg uh=0.19 uv=0.66 lbs/ft ten=4299 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS2
128.3563800000 -14.4853200000 -4299.5338700000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=0.19 uv=0.66 lbs/ft ten=4299 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS3
162.6629300000 -21.1284600000 4299.4600000000 'orchid_aac.wir 241 ft azi=90.6 deg uh=0.19 uv=0.66 lbs/ft ten=4299 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
DINS3
128.1778000000 -14.9485300000 -4299.5323700000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=0.19 uv=0.66 lbs/ft ten=4299 lbs vtl=61.2,4.0,0.0 ft 57:1' ; V T and L loads including insul weight
NEUVANG
67.3313700000 -0.6321200000 3007.5094800000 'alliance_aaac.wir 241 ft azi=90.3 deg uh=0.12 uv=0.25 lbs/ft ten=3007 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight
NEUVANG
42.1025900000 2.0718000000 -3007.5467400000 'alliance_aaac.wir 265 ft azi=-90.3 deg uh=0.12 uv=0.25 lbs/ft ten=3008 lbs vtl=70.5,1.7,0.0 ft 58:1' ; V T and L loads including insul weight NESC 250D Initial RS NA-,I NA- 0 ; include insulator wind/weight
1.000000 0.750000 0.900000 0.000000 0.000000 0.650000 0.750000 0.750000 0.000000 1.000000 0.800000 0.000000; Strength factors: steel, wood, ult. conc, first conc, zero conc, guy, arm, brace, insulator, foundation
1.1000000000 ; Structure weight load factor -2.5300000000 0.0000000000 0 ; Factored structure transverse and longitudinal wind pressures
1.000000 0.000000 0.000000 0 0.000000 15.000000
COND1
565.3223800000 -83.0517600000 15654.2584900000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=0.33 uv=2.25 lbs/ft ten=15654 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND1
544.2141600000 -80.9569700000 -15654.2583900000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=0.33 uv=2.25 lbs/ft ten=15654 lbs vtl=9.8,9.8,0.0 ft 1:1' ; V T and L loads including insul weight
COND2
565.3223800000 -83.0517600000 15654.2587400000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=0.33 uv=2.25 lbs/ft ten=15654 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND2
544.2141600000 -80.9569700000 -15654.2586500000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=0.33 uv=2.25 lbs/ft ten=15654 lbs vtl=19.8,9.9,0.0 ft 2:1' ; V T and L loads including insul weight
COND3
565.3223800000 -83.0517600000 15654.2590000000 'falcon_acsr_15000#@250BIRS.wir 509 ft azi=90.0 deg uh=0.33 uv=2.25 lbs/ft ten=15654 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
COND3
544.2141600000 -80.9569700000 -15654.2589100000 'falcon_acsr_15000#@250BIRS.wir 496 ft azi=-90.0 deg uh=0.33 uv=2.25 lbs/ft ten=15654 lbs vtl=29.8,10.0,0.0 ft 3:1' ; V T and L loads including insul weight
INS1
0.0000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS1
115.5000000000 0.0000000000 0.0000000000 '11:1' ; V T and L loads including insul weight
INS2
0.0000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS2
115.5000000000 0.0000000000 0.0000000000 '12:1' ; V T and L loads including insul weight
INS3
0.0000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight
INS3
115.5000000000 0.0000000000 0.0000000000 '13:1' ; V T and L loads including insul weight SWvang
48.7259300000 -18.7235200000 1835.5748100000 '3no_6_alumoweld_2000#@250BIRS.wir 509 ft azi=90.0 deg uh=0.07 uv=0.20 lbs/ft ten=1836 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight SWvang
46.6867300000 -18.2504500000 -1835.5747400000 '3no_6_alumoweld_2000#@250BIRS.wir 496 ft azi=-90.0 deg uh=0.07 uv=0.20 lbs/ft ten=1836 lbs vtl=0.6,7.3,0.0 ft 21:1' ; V T and L loads including insul weight
DINS1
162.8588500000 -66.8539300000 4298.9918900000 'orchid_aac.wir 241 ft azi=90.6 deg uh=0.19 uv=0.66 lbs/ft ten=4299 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS1
128.3563300000 -65.2769300000 -4299.0627100000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=0.19 uv=0.66 lbs/ft ten=4299 lbs vtl=54.9,3.9,0.0 ft 55:1' ; V T and L loads including insul weight
DINS2
162.8588600000 -67.3619000000 4298.9839700000 'orchid_aac.wir 241 ft azi=90.6 deg uh=0.19 uv=0.66 lbs/ft ten=4299 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS2
128.3563800000 -65.7401200000 -4299.0556600000 'orchid_aac.wir 265 ft azi=-90.5 deg uh=0.19 uv=0.66 lbs/ft ten=4299 lbs vtl=58.1,4.0,0.0 ft 56:1' ; V T and L loads including insul weight
DINS3
162.6629300000 -67.8698500000 4298.9762100000 'orchid_aac.wir 241 ft azi=90.6 deg uh=0.19…
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| 066A-954.lca | — | |
| 065-960.bak | BAK file | |
| 1412223278 Addendum 4.pdf | ||
| 066-960.bak | BAK file | |
| 050 - 960.lca | — | |
| 084-954.lca | — | |
| 048 - 960.bak | BAK file | |
| 084 - 954.bak | BAK file | |
| 083-954.lca | — | |
| 068-954.lca | — | |
| 083 - 954.bak | BAK file | |
| 065-960.lca | — | |
| 066A-954.bak | BAK file | |
| 079 - 954.bak | BAK file | |
| C1261.bak | BAK file | |
| 1412223278 Addendum 3.pdf | ||
| 067-954.lca | — | |
| 068-954.bak | BAK file | |
| 066B-960.lca | — | |
| 079-954.lca | — | |
| 050 - 960.bak | BAK file | |
| 067-954.bak | BAK file | |
| 1412223278 Addendum 2.pdf | ||
| 048 - 960.lca | — | |
| 1412223278 Appendix B - Bid Forms.pdf | ||
| 1412223278 Solicitation.pdf | ||
| Project Specific Tech Specs for the New World Substation 230kV (Spun Concrete Poles) 07.30.26.pdf | ||
| GENERAL TECH SPECS SPUN CONCRETE (rev 1.3).pdf | ||
| 1412223278 Addendum 1.pdf |
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