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0 J ) C4) <br />i I I <br />CS16 <br />J— <br />Z <br />co � <br />4 - <br />CQ <br />00 <br />2 <br />ALIGN WS' <br />HOI DDOWN BELOW <br />JHEA \ V1VAL_L SCSI HEDULE PLATE CONNECTION <br />CONCRETE/SILL PI ATE <br />MARK MOOD STRUCTURAL PANELS PANEL EDGE NAILING PANEL EDGE STUDS CONNECTION TOP PLATE WOOD FLOOR <br />"O A. BOLT STM SILT PLATE <br />6 7116" SHEATHING ONE SIDE 8d AT 6" O.C. 2x 48" O.C. IN 2x PLATE LTP4 AT 16" O.C. 16d AT 6" O.C. <br />�4 7/16" SHEATHING ONE SIDE 8d AT 4" O.C. 2-2x 48" O.C. IN 2x PLATE LTP4 AT 16" O.C. 16d AT 4" O.C. <br />3 7116" SHEATHING ONE SIDE 8d AT 3" O.C. 2-2x 1 48" O.C. IN 2x PLATE LTP4 AT 16" O.C. 16d AT 4" O.C. <br />*LTP4 AT 24" O.C. AT ROOF <br />1 INDICATES SHEARWALL ON SPECIFIED FLOOR, <br />REFER TO SCHEDULE ON THIS SHEET FOR <br />REQUIREMENTS, <br />2 CS16 INDICATES STRAP AND TYPE OF STRAP AT TOP AND BOTTOM <br />OF WINDOW. REFER TO DETAIL 18/S4 FOR INSTALLATION <br />REQUIREiIAENTS. <br />J. SIMPSON MASAP SILL PLATE ANCHORS ARE AN ACCEPTABLE ALTERNATE <br />TO a"O ANCHOR BOLTS. <br />i <br />CSf6 <br />r <br />r <br />t <br />F <br />� ka <br />r� I <br />ice:' <br />E <br />CS16 <br />t. �.w <br />CS16� CS16 <br />SECOND FLOOR SL EAR WALL PLAN <br />FIRST FLOOR SHEARWALL PLAN <br />SCALE 1/4" - 1'-0" <br />CS 16 <br />i <br />----- - - - -- <br />I <br />I E <br />STRAP HOEDOWN ABOVE WHERE REQ'D <br />STACK HOEDOWN STUDS <br />TOP PLATE CONNECTION - <br />INTERMEDIATE STUDS PER PLAN <br />PANEL EDGE NAILING <br />AT EA HOEDOWN -STUD <br />MULTIPLE STUDS AT HOEDOWN-- <br />PER SPECIFIC HOEDOWN DETAIL <br />CONTINUOUS TO TOP PLATE <br />ANCHOR HOEDOWN WHERE REO'D <br />PER PLAN <br />SHEARWALL SHEATHING <br />HORIZONTAL OR VERTICAL <br />PANEL ORIENTATION <br />FLOOR FRAMING ABOVE <br />WHFRE OCCURS <br />ET% <br />-BIM SILL NAILING \Q P EE P <br />�-LAP CORNER PLATES <br />I W/ (5)10d --NAIL DOUBLE STUDS TOGETHER <br />W1 2-11WS 16d AT 6" O.C. <br />ABUTTING PANEL EDGES <br />� �E—ALL PANEL EDGES TO OCCUR OVEN STUDS, PLATES, RIMS, <br />�1 OR HORIZONTAL BLKG <br />-BOTTOM SILL PLATE CONNECTION <br />NAILING OR ANCHOR BOLTS <br />�R <br />4" SO MAXIMUM PENETRATIONS 8'-0" SPACING MIN <br />LARGER PENETRATIONS ARE NOT ALLOWED <br />WITHOUT ENGINEERS REVIEW. <br /><NTERMEDIATE .SUPPORT NAILING <br />AT 12" O.C. MINIMUM <br />1%" MIN PENETRATION INTO STUD <br />-PANEL EDGE NAILING <br />1%" MIN PENETRATION INTO STUD <br />i <br />es��i TYPICAL WOOD SHE-ARWALL FRAMING_ <br />S� SCALE: N.T.S. <br />-- - -- -------- OB <br />