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709 80TH ST SW VERIZON WIRELESS 2025-08-08
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709 80TH ST SW VERIZON WIRELESS 2025-08-08
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8/8/2025 2:13:55 PM
Creation date
8/8/2023 2:47:21 PM
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Address Document
Street Name
80TH ST SW
Street Number
709
Tenant Name
VERIZON WIRELESS
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• <br /> Site Number: 83067 Code: ANSI/TIA-222-H 02007-2021byATCIPLLC. All rights reserved. <br /> Site Name: South Everett,WA Engineering Number: 13671799_C3_02 6/2/2021 1:06:22 PM <br /> Customer: VERIZON WIRELESS <br /> Force/Stress Summary <br /> Section: 1 U16 Bot Elev(ft):0.00 Height(ft):20.000 <br /> Shear Bear <br /> Pu Len Bracing% F'y Phic Pn Num Num phiRnv phiRn Use <br /> Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls <br /> LEG 12B-12"BD 1.75" -117.70 1.2D+1.0W Normal 10.02 100 100 100 0.0 0.0 300.70 0 0 0.00 0.00 39 User Input <br /> HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 <br /> DIAG SAE-4X4X0.25 -2.98 1.2D+1.0W Normal 18.44 50 50 50 139.2 35.7 28.64 1 1 35.34 27.84 10 Bolt Bear <br /> Shear Bear BIk Shear <br /> Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use <br /> Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls <br /> LEG 12B-12"BD 1.75" 94.95 1.2D+1.0W 60 deg 50 65 324.70 0 0 0.00 0.00 29 User Input <br /> HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 <br /> DIAG SAE-4X4X0.25 2.48 0.9D+1.0W 60 deg 36 58 54.63 1 1 35.34 16.97 16.27 15 Blk Shear <br /> Pu phiRnt Use Num <br /> Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type <br /> Top Tension 91.58 0.9D+1.0W 60 deg 0.00 0 0 <br /> Top Compression 111.03 1.2D+1.0W Normal 0.00 0 <br /> Bot Tension 100.18 0.9D+1.0W 60 deg 408.88 6 6 1 A687 <br /> Bot Compression 121.17 1.2D+1.0W Normal 381.62 33 <br /> Section: 2 U14 Bot Elev(ft):20.00 Height(ft):20.000 <br /> Shear Bear <br /> Pu Len Bracing% F'y Phic Pn Num Num phiRnv phiRn Use <br /> Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls <br /> LEG 12B-12"BD 1.75" -107.82 1.2D+1.0W Normal 10.02 100 100 100 0.0 0.0 300.70 0 0 0.00 0.00 35 User Input <br /> HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 <br /> DIAG SAE-3.5X3.5X0.3125 -2.39 1.2D+1.0W Normal 16.80 50 50 50 146.1 36.0 28.02 1 1 35.34 34.80 8 Member Z <br /> Shear Bear Blk Shear <br /> Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use <br /> Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls <br /> LEG 12B-12"BD 1.75" 89.65 0.9D+1.0W 60 deg 50 65 324.70 0 0 0.00 0.00 27 User Input <br /> HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 <br /> DIAG SAE-3.5X3.5X0.3125 2.24 1.2D+1.0W 90 deg 36 58 57.35 1 1 35.34 21.21 20.34 11 BIk Shear <br /> Pu phiRnt Use Num <br /> Max Splice Forces <br /> (kip) Load Case (kip) % Bolts Bolt Type <br /> Top Tension 83.06 0.9D+1.0W 60 deg 0.00 0 0 <br /> Top Compression 99.63 1.2D+1.0W Normal 0.00 0 <br /> Bot Tension 91.58 0.9D+1.0W 60 deg 327.10 28 6 1 A325 <br /> Bot Compression 0.00 0.00 0 <br /> Page 9 <br />
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