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TABLES REFERENCED IN SHEARWALL DESIGN SPREADSHEET <br />Table 2306.4.1 Allowable Shear (plf) for Wood Shearwall Panels For Wind or Seismic Loadin <br />(plf)(plf) <br />1 1 15/32" 10d @6'' @16'' 3/8'' dia Lag Screw @32''OC 5/8'' dia A.B. @48''OC 340 255 <br />2 1 15/32" 10d @4'' @8'' 3/8'' dia Lag Screw @16''OC 5/8'' dia A.B. @32''OC 510 380 <br />3 1 15/32" 10d @3'' @12'' 3/8'' dia Lag Screw @12''OC 5/8'' dia A.B. @24''OC 665 500 <br />4 1 15/32" 10d @2'' @8'' 3/8'' dia Lag Screw @9''OC 5/8'' dia A.B. @16''OC 870 650 <br />5 2 15/32" 10d @4'' @8'' 3/8'' dia Lag Screw @9''OC 5/8'' dia A.B. @16''OC 1,020 765 <br />6 2 15/32" 10d @3'' @4'' 3/8'' dia Lag Screw @9''OC 5/8'' dia A.B. @12''OC 1,370 1,030 <br />7 2 15/32" 10 @2'' @4''3/8'' dia Lag Screw @4''O 5/8'' dia A.B. @16''OC 1,740 1,305 <br />NOTES: <br />1. <br />2. <br />5. NAILS SHALL BE PLACED NOT LESS THAN 1/2" INCH FROM PANEL EDGES. <br />8. <br />9. <br />10. <br />V_allow <br />(100%) <br />A35/LTP <br />4 <br />Simpson <br />Sill Plate <br />@ Framed Floor <br />Anchor <br />@ Foundation <br />V_allow <br />(75%)Mark # sides Sheathing Edge <br />Nailing <br />4. WHERE PLYWOOD APPLIES ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" INCHES ON CENTER ON <br />EITHER SIDE. PANEL JOINTS SHALL HAVE MIN 3x (VERTICAL STUDS & BLOCKING) AND NAILS SHALL BE STAGGERED. <br />OFFSET PANEL JOINTS TO FALL ON DIFFERENT FRAMING MEMBER WHERE PLYWOOD IS PLACED AT BOTH FACES. <br />6. FOR HOLD-DOWNS AT THE END OF THE SHEAR WALL, SEE PLANS AND SCHEDULE. PROVIDE 3"x3"x1/4" WASHER PLATE AT <br />ALL SILL PLATE ANCHOR BOLTS AND AT ALL HOLD-DOWN BOLTS CONNECTED TO VERTICAL POSTS. <br />ALL SHEATHING TO BE DOUGLAS FIR-LARCH STRUCT. I. <br />ALL FIELD NAILING TO INTERMEDIATE FRAMING TO BE AT 12" O.C. <br />3. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" (INCH) NOMINAL OR THICKER (i.e. MIN 3x VERTICAL STUDS AND <br />BLOCKING) NAILS SHALL BE STAGGERED IN TWO LINES ALONG PANEL EDGES WHERE NAILS ARE SPACED 2" INCHES ON <br />CENTER OR WHEN 10d COMMON NAILS SPACED 3" O.C. PENETRATE FRAMING MORE THAN 1 5/8". <br />SIMPSON SDS 3/8"x7" WOOD SCREWS. TYP. USE |2"x4|4" SDS INTO NAILER AT STEEL BEAMS. <br />11. WHERE 2-2x SILL PLATES ARE USED, SCREW LOWER PLATE TO FRAMING BELOW. DRILL HOLE IN UPPER SILL PLATE FOR <br />SCREW HEAD SO THAT UPPER PLATE SITS FLAT ON LOW SILL PLATE. <br />7. USE WELDED STUD BOLTS OF SAME SIZE & SPACING AS OF SILL PLATE ANCHOR BOLTS, WHERE STEEL BEAM OCCURS <br />UNDER SHEAR WALL. <br />PROVIDE DOUBLE PARALLAM BLOCKING TO ACCOMODATE 2 ROWS OF SIMPSON SDS SCREWS. <br />FOUNDATION SILL PLATE SHALL BE 3x. U.N.O. <br />35-24 UMIH Suite H_SANTA ANA_R0.xls, Tables Refrenced in SW Design <br />Page 8 <br />800 N Tustin Ave Unit <br />#H1/23/2025