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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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Last modified
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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Site Number: 83067 Code: ANSIITIA-222-H 0 2007-2021 byATCIPLLC. Al/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: 3 U12 Bot Elev(ft):40.00 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 1.5" -96.01 1.2D+1.0W Normal 10.02 100 100 100 0.0 0.0 214.90 0 0 0.00 0.00 44 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-3X3X0.3125 -2.36 1.2D+1.0W 90 deg 15.24 50 50 50 155.3 36.0 21.13 1 1 35.34 34.80 11 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 1.5" 81.19 0.9D+1.0W 60 deg 50 65 238.60 0 0 0.00 0.00 34 User Input <br /> HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 <br /> DIAG SAE-3X3X0.3125 2.27 1.2D+1.0W 90 deg 36 58 47.24 1 1 35.34 21.21 16.94 13 Blk Shear <br /> Pu phiRnt Use Num <br /> Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type <br /> Top Tension 73.69 0.9D+1.0W 60 deg 0.00 0 0 <br /> Top Compression 87.21 1.2D+1.0W Normal 0.00 0 <br /> Bot Tension 83.06 0.9D+1.0W 60 deg 327.10 25 6 1 A325 <br /> Bot Compression 0.00 0.00 0 <br /> Section: 4 U10 Bot Elev(ft):60.00 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 1.5" -83.32 1.2D+1.0W Normal 10.02 100 100 100 0.0 0.0 214.90 0 0 0.00 0.00 38 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-3X3X0.3125 -2.43 1.2D+1.0W 90 deg 13.79 50 50 50 140.5 36.0 25.79 1 1 35.34 34.80 9 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 1.5" 69.97 1.2D+1.0W 60 deg 50 65 238.60 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-3X3X0.3125 2.25 1.2D+1.0W 90 deg 36 58 47.24 1 1 35.34 21.21 16.94 13 Blk Shear <br /> Pu phiRnt Use Num <br /> Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type <br /> Top Tension 62.69 0.9D+1.0W 60 deg 0.00 0 0 <br /> Top Compression 73.54 1.2D+1.0W Normal 0.00 0 <br /> Bet Tension 73.69 0.9D+1.0W 60 deg 327.10 23 6 1 A325 <br /> Bot Compression 0.00 0.00 0 <br /> Page 10 <br />
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