709 80TH ST SW VERIZON WIRELESS 2025-08-08

Site Number: 83067 Code: ANSI/TIA-222-H 0 2007-2021byATCIPLLC. All rights reserved. Site Name: South Everett,WA Engineering Number: 13671799_C3_02 6/2/2021 1:06:22 PM Customer: VERIZON WIRELESS Force/Stress Summary Section: 7 H-5.0 Bot Elev(ft):110.0 Height(ft):20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLJR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2"SOLID -47.39 1.2D+1.0W Normal 2.44 100 100 100 58.5 50.0 110.07 0 0 0.00 0.00 43 Member X HORIZ SOL-7/8"SOLID -0.49 1.2D+1.0W Normal 4.994 100 100 100 178.1 50.0 4.28 0 0 0.00 0.00 11 Member X DIAG SOL-7/8"SOLID -2.09 1.2D+1.0W 90 deg 5.530 50 50 50 136.5 50.0 7.29 0 0 0.00 0.00 28 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG SOL-2"SOLID 42.63 0.9D+1.0W 60 deg 50 65 141.37 0 0 0.00 0.00 30 Member HORIZ SOL-7/8"SOLID 0.54 1.2D+1.0W 60 deg 50 65 27.06 0 0 0.00 0.00 0.00 2 Member DIAG SOL-7/8"SOLID 2.05 1.2D+1.0W 90 deg 50 65 27.06 0 0 0.00 0.00 0.00 7 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 20.56 0.9D+1.0W 60 deg 87.50 23 0 Top Compression 24.73 1.2D+1.0W Normal 141.40 17 Bot Tension 42.15 0.9D+1.0W 60 deg 327.10 13 6 1 A325 Bot Compression 0.00 0.00 0 Section: 8 V3.5 Bot Elev(ft):130.0 Height(ft):20.000 Shear Bear Pu Len Bracing% F'y Phic Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-1 1/2"SOLID -22.97 1.2D+1.0W Normal 2.44 100 100 100 78.0 50.0 50.96 0 0 0.00 0.00 45 Member X HORIZ SOL-1 1/4"SOLID -0.77 1.2D+1.0W Normal 4.494 100 100 100 112.1 50.0 22.02 0 0 0.00 0.00 3 Member X DIAG SOL-3/4"SOLID -1.64 1.2D+1.0W Normal 5.086 50 50 50 146.4 50.0 4.65 0 0 0.00 0.00 Member X Shear Bear Blk Shear Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG SOL-1 1/2"SOLID 20.25 1.2D+1.0W 60 deg 50 65 79.52 0 0 0.00 0.00 25 Member HORIZ SOL-1 1/4"SOLID 0.84 1.2D+1.0W 60 deg 50 65 55.22 0 0 0.00 0.00 0.00 1 Member DIAG SOL-3/4"SOLID 1.50 1.2D+1.0W 60 deg 50 65 19.88 0 0 0.00 0.00 0.00 7 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 1.83 0.9D+1.0W 60 deg 41.80 4 0 Top Compression 4.88 1.2D+1.0W Normal 73.80 7 Bot Tension 20.56 0.9D+1.0W 60 deg 0.00 0 Bot Compression 0.00 0.00 0 Page 12