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SHEARWALL AND HARDWARE SCHEDULES <br />(De sign Code : 2022 CBC) <br />A. SHEARWALL SCHEDULE <br />Pane l <br />Type She athing Edge <br />Nail <br />Fie ld <br />Nail <br />Se ismic <br />Allowable (plf) <br />Wind <br />Allowable (plf)Sole Plate Nailing She ar Clip M udsill Anchors Ga <br />(k/in)2x Mudsill 3x Mudsill <br />SW1 3/8" <br />Sheathing 8d @ 6 8d @ <br />12 260 364 16d Nails @ 6 A35 @ 24 5/8 x 10 <br />@48 -13 <br />SW2 3/8" <br />Sheathing 8d @ 4 8d @ <br />12 380 532 16d Nails @ 4 A35 @ 16 5/8 x 10 @ <br />42 -19 <br />SW3 3/8" <br />Sheathing 8d @ 3 8d @ <br />12 490 686 16d Nails @ 3 A35 @ 8 5/8 x 10 @ <br />36 -25 <br />SW4 3/8" <br />Sheathing 8d @ 2 8d @ <br />12 640 896 16d Nails @ 2 A35 @ 8 5/8 x 10 @ <br />24 -39 <br />SW5 15/32" <br />Structural I <br />10d @ <br />2 <br />10d @ <br />12 800 1120 (2) Rows Stagg, 16d <br />Nails @ 3 A35 @ 6 5/8 x 10 <br />@18 -51 <br />SW3D 3/8" <br />Sheathing 8d @ 3 8d @ <br />12 980 1372 SDS1/4x6 @ 4 (Both <br />Sides)A35 @ 8 -5/8 x 12 @ <br />22 50 <br />SW4D 3/8" <br />Sheathing 8d @ 2 8d @ <br />12 1280 1792 SDS1/4x6 @ 3 (Both <br />Sides)A35 @ 8 -5/8 x 12 @ <br />16 78 <br />SW5D 15/32" <br />Structural I <br />10d @ <br />2 <br />10d @ <br />12 1600 2241 SDS1/4x6 @ 2 (Both <br />Sides)A35 @ 6 -5/8 x 12 <br />@8 102 <br />B. HOLDOWN SCHEDULE <br />Holdown M in. Post Conne ctors Anchor Bolt Allowable (lbs)Displace me nt all da (in)Re marks <br />HDU2 4X4 6-SDS1/4x2 1/2 5/8"3075 0.088 HD1 <br />HDU4 4X4 10-SDS1/4x2 1/2 5/8"4565 0.114 HD2 <br />HDU5 4X4 14-SDS1/4x2 1/2 5/8"5645 0.115 HD3 <br />HDU8 4X6 20-SDS1/4x2 1/2 7/8"7870 0.113 HD4 <br />HDU11 4X8 30-SDS1/4x2 1/2 1"11175 0.137 HD5 <br />HDU14 4X8 36-SDS1/4x2 1/2 1"14375 0.177 HD6 <br />C. HOLDOWN STRAP SCHEDULE <br />Strap M in. Post Conne ctors Allowable (lbs)Displace me nt all da (in)Re marks <br />CS16 2X4 22-10d 1705 0.026 A <br />(2)CS16 2-2X4 22-10d 3410 0.026 B <br />(2)CS14 2-2X4 30-10d 4980 0.031 C <br />CMST14 4X4 80-16d 6490 0.052 D <br />(3)CS14 3-2X4 30-10d 7470 0.031 C* <br />CMST12 4X6 104-16d 9200 0.069 E <br />(2)CMST14 4X8 80-16d 12980 0.052 F <br />(2)CMST12 6X8 104-16d 18400 0.069 G <br />D. PLATE SPLICE STRAP SCHEDULE <br />Straps Alt. Nails pe r top plate splice Allowable Te nsion Loads Re marksTypeGaFasteners <br />Simpson ST22 16 18-16d 10-16d sinker 1420 A <br />Simpson ST6224 16 28-16d 16-16d sinker 2540 B <br />Simpson ST6236 14 40-16d 22-16d sinker 3845 C <br />Simpson MST37 12 42-16d 24-16d sinker 5080 D <br />Simpson MSTC52 16 62-16d 32-16d sinker 5649 E <br />Simpson MST60 10 68-16d 36-16d sinker 6730 F <br />Simpson CMST12x72"12 74-16d 42-16d sinker 9215 G <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Com pany <br />Project (N) DETACHED ADU, UNIT 2 <br />Job No.231014 <br />Plan <br />: <br />: <br />: <br />: <br />Designed T.M. <br />Checked P.P. <br />Date 2023-12-26 <br />Client N/A <br />TIC Structure Design 2023 <br />10 <br />901 E Myrtle St Unit# 2 - <br />1011181606/27/2024