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OLDOWN POST PER SCHEDULE POST PER <br /> D PER PLAN PLAN/SCHEDULE HOEDOWN PER PLAN <br /> (2-2x MIN) (HDQ8 SHOWN) - <br /> 5 <br /> -SHEARWALL W/ 3x FRAMING 1 N <br /> AS REQ'D PER SCHEDULE ALL-THREAD ROD, DIAMETER 77 <br /> WEB STIFFENER M THREADED ROD PER SCHEDULE AND EMBEDMENT PER <br /> INSTALLED SNUG SCHEDULE <br /> FOR I-JOISTS. RESSURE TREATED SILL PLATE <br /> NO STIFFENERS i� OLID BLOCKING - WHERE (2) 2x6 �� PER SHEARWALL SCHEDULE. N <br /> HOLDOWN POST IS REQ'D, USE 4x <br /> REQ'D FOR SOLID. SOLID BLOCKING. WHERE LARGER U o <br /> POSTS ARE USED, USE 6x SOLID 4. <br /> EMBEDMENT �' ° - �i <br /> BLOCKING. <br /> LENGTH FOUNDATION PER Q N <br /> a ' PLAN. [n N <br /> °a, (n >r� <br /> 4 Q q <br /> n X E <br /> Cif W L U <br /> -i C14 <br /> N <br /> U_00 <br /> O <br /> �HOLDOWN INSTALLATION INTO EXISTING FOUNDATION YQM <br /> L o3rrn N <br /> 0 N <br /> ��0 3 <br /> HOLDOWN POST — 0 LM a <br /> FLOOR TO FLOOR HOLDOWN CONN. on <br /> PER PLAN.MINIMUM "WN <br /> MSTC48B3 STRAP <br /> 4-d <br /> PER PLAN U z <br /> 0 <br /> STAGGER SHEARWALL EDGE START NAILS 1Y" UP a <br /> NAILING INTO 6x6 POST FROM END OF STUD <br /> TWO-SIDED SHEARWALL PER PLAN <br /> (5)16d NAILS FROM <br /> D TO FACE NAIL <br /> KING STU : r- <br /> HEADER W 0 <br /> BEAM PER PLAN > N <br /> 1 <br /> KING�STUD TO TRIM MSTC66B3 STRAP EACH Q 0-) <br /> STUD END OF HEADER <br /> rHOLDOWNS PER PLAN TRIM STUD/POST PER PLAN. (2)2x -J Z Q <br /> INSTALLED PER <br /> MANUFACTURER MINIMUM. SEE PLAN FOR HOLDOWN Q <br /> DOUBLE HOLDOWNS @ SHEARWALL END REQUIREMENTS AT BASE <br /> 3 SCALE: tY2°-1• HOLDOWN AT BEAM <br /> 4 Q � w <br /> 0 r <br /> N <br /> DOUBLE STUD W <br /> OR PER PLAN <br /> STRAP PER PLAN - 2x FLAT BLOCKING BETWEEN <br /> CENTER BETWEEN TRUSS TOP CHORDS <br /> FLOORS. TRUSSES PER PLAN <br /> 7NO <br /> AR SPAN ° TT <br /> NAILS <br /> EQUIRED <br /> VERTICAL 2x BETWEEN TOP BREAK SHEATHING AT TRUSS. <br /> FLOOR FRAMING AND BOTTOM BLOCKING EACH Drawn By: CHRIS <br /> LTP4 FROM TOP PLATE TO BOTTOM <br /> PER PLAN SIDE OF TRUSS. TYPIC. L. Checked By:CHRIS <br /> DOUBLE STUD+ CHORD BLOCKING AT SPACING PER Date:04-26-13 <br /> 2x BOTTOM CHORD BLOCKING I SHEARWALL SCHEDULE <br /> OR PER PLAN DOUBLE TOP PLATE;; SHEARWALL NAILING AND SHEATHING SDA JOB N0. <br /> PER PLAN/SCHEDULE. EXTEND TO <br /> 7030 <br /> ROOF DIAPHRAGM. <br /> FLOOR 10 FLOOR STRAP INTERIOR SHEARWALL PERPENDICULR TO STRUCTURAL <br /> U 6 ROOF TRUSS NOTES <br /> S- 4. 0 / <br /> r, <br />