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A . O VE R T U R N I N G LO A D C O M B I N A TIO N SA. O VE R T U R N I N G LO A D C O M B I N A T I O N S <br />U P LI F TUPLIFT DO W NDOWN <br />1. 0.6D - 0.6W 1. D + 0.6W <br />2. (0.6 - 0.14Sds)D - 0.7ρE 2. D + 0.75(L + Lr + 0.6W) <br />3. D + 0.75(L + S + 0.6W) <br />4. (1+0.105Sds)D + 0.75(L + S + 0.7ρE) <br />5. (1+0.14Sds)D + 0.7ρE <br />B . S HE A R W A LL S C HE DU LE (De si g n C o d e : 2022_C B C )B . S HE A R W A LL S C HE DU L E (De si g n C o d e : 2022_C B C ) <br />P a ne lPanel <br />T yp eType S he a t hi ngSheathing E d g eEdge <br />N a i lNail <br />F i e l dField <br />N a i lNail S he a r C l i pShear C l i p <br />S i l l p l a te a tt a chm e ntSill p l a t e a t t a chm e nt GaGa <br />(k /i n)(k /i n) <br />S e i sm i cSeismic <br />A l l o wa b l e (p l f )A l l o wa b l e (p l f ) <br />W i ndWind <br />A l l o wa b l e (p l f )A l l o wa b l e (p l f )Framed Floor Concrete <br />1 3/8" Sheathing 8d @ 6 8d @ 12 A35 @ 24 16d Nails @ 6 5/8 x 10 <br />@48 13 260 280 <br />2 15/32" Sheathing 10d @ 6 10d @ 12 A35 @ 16 16d Nails @ 4 5/8 x 10 <br />@42 22 340 476 <br />3 15/32" Sheathing 10d @ 4 10d @ 12 A35 @ 8 16d Nails @ 3 5/8 x 10 <br />@36 29 510 714 <br />4 15/32" Sheathing 10d @ 3 10d @ 12 A35 @ 8 16d Nails @ 2 5/8 x 10 <br />@24 36 665 931 <br />5 15/32" Structural <br />I 10d @ 2 10d @ 12 A35 @ 6 (2) Rows Stagg, 16d Nails @ <br />3 <br />5/8 x 10 <br />@18 51 870 1218 <br />3D 3/8" Sheathing 10d @ 4 10d @ 12 (Both Sides)A35 @ <br />8 SDS1/4x6 @ 4 5/8 x 12 <br />@22 50 980 1428 <br />4D 3/8" Sheathing 10d @ 2 10d @ 12 (Both Sides)A35 @ <br />8 SDS1/4x6 @ 3 5/8 x 12 <br />@16 78 1280 1792 <br />5D 15/32" Structural <br />I 10d @ 2 10d @ 12 (Both Sides)A35 @ <br />6 SDS1/4x6 @ 2 5/8 x 12 @8 102 1740 2436 <br />: <br />: <br /> <br />P r oje ct N o.1112 W 6 th Str e e t <br />P r oje ct Location San ta A n a, C A 9 2 70 3 <br />: <br />: <br /> <br />De sign e d B I <br />C h e c ke d T N <br /> <br /> 0 9 <br /> P r in t date : 10 /2 0 2 4 <br />11/25