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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: ANSIITIA-222-H ©2007-2021 byATCIPLLC. 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: 5 U8 Bot Elev(ft):80.00 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 KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls <br /> LEG 12B-12"BD 1.25" -68.88 1.2D+1.0W Normal 10.02 100 100 100 0.0 0.0 142.50 0 0 0.00 0.00 48 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-3X3X0.1875 -2.58 1.2D+1.0W Normal 12.50 50 50 50 125.9 36.0 19.69 1 1 35.34 20.88 13 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 1.25" 58.65 1.2D+1.0W 60 deg 50 65 165.70 0 0 0.00 0.00 35 User Input <br /> HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 <br /> DIAG SAE-3X3X0.1875 2.84 1.2D+1.0W Normal 36 58 29.06 1 1 35.34 12.72 10.16 27 Blk Shear <br /> Pu phiRnt Use Num <br /> Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type <br /> Top Tension 48.75 0.9D+1.0W 60 deg 0.00 0 0 <br /> Top Compression 57.28 1.2D+1.0W Normal 0.00 0 <br /> Bot Tension 62.69 0.9D+1.0W 60 deg 327.10 19 6 1 A325 <br /> Bot Compression 0.00 0.00 0 <br /> Section: 6 U6-10FT Bot Elev(ft):100.0 Height(ft): 10.000 <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 1.25" -50.97 1.2D+1.0W Normal 10.02 100 100 100 0.0 0.0 142.50 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-3X3X0.1875 -3.31 1.2D+1.0W Normal 11.41 50 50 50 116.2 36.0 22.58 1 1 35.34 20.88 15 Bolt Bear <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 1.25" 43.61 1.2D+1.0W 60 deg 50 65 165.70 0 0 0.00 0.00 26 User Input <br /> HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 <br /> DIAG SAE-3X3X0.1875 2.87 1.2D+1.0W 60 deg 36 58 29.06 1 1 35.34 12.72 10.16 28 Blk Shear <br /> Max Splice Forces Pu phiRnt Use Num <br /> (kip) Load Case (kip) % Bolts Bolt Type <br /> Top Tension 42.15 0.9D+1.0W 60 deg 0.00 0 0 <br /> Top Compression 49.75 1.2D+1.0W Normal 0.00 0 <br /> Bot Tension 48.75 0.9D+1.0W 60 deg 327.10 15 6 1 A325 <br /> Bot Compression 0.00 0.00 0 <br /> Page 11 <br />
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