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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 /> m h . <br /> HEARWALL W/ 3x FRAMING "c l-N 4 e4 <br /> AS REQ'D PER SCHEDULE ALL—THREAD ROD, DIAMETER <br /> T <br /> WEB STIFFENER HAND EMBEDMENT PER <br /> TREADED ROD PER SCHEDULE <br /> INSTALLED SNUG SCHEDULE <br /> FOR I—JOISTS. RESSURE TREATED SILL PLATE <br /> NO STIFFENERS a� OLID BLOCKING — WHERE (2) 2x6 PER SHEARWALL SCHEDULE. <br /> REQ'D FOR SOLID HOLDOWN POST IS REQ'D, USE 4x + <br /> /v <br /> SAWN. SOLID BLOCKING. WHERE LARGER U o <br /> POSTS ARE USED, USE 6x SOLID EMBEDM SA 4, °` U <br /> BLOCKING. Lo <br /> LENGTH FOUNDATION PER0 C` <br /> PLAN. U) `o <br /> W d 14 <br /> > d <br /> Q <br /> f0 x E <br /> W I I¢i V <br /> W Co <br /> m U <br /> 2 HOLDOWN INSTALLATION INTO EXISTING FOUNDATION a Y,W< <br /> U30 04 <br /> m N <br /> C) X-O 3 <br /> HOLDOWN POST _ o <br /> FLOOR TO FLOOR HOLDOWN CONN. PER PLAN CD4— <br /> to <br /> ° "WN <br /> fMSTC48B3 STRAP <br /> PER PLAN U z <br /> O <br /> x <br /> STAGGER SHEARWALL EDGE START NAILS 1Yz" UP 4� <br /> NAILING INTO 6x6 POST FROM END OF STUD <br /> TWO-SIDED SHEARWALL PER PLAN <br /> (5)16d NAILS FROM FACE NAIL <br /> KING STUD TO <br /> HEADER w0 <br /> 16d @ 8" a/c FROM BEAM PER PLAN Q 0 <br /> KING STUD TO TRIM MSTC66B3 STRAP EACH (7) <br /> STUD END OF HEADER <br /> j r <br /> HOLDOWNS PER PLAN Q <br /> INSTALLED PER TRIM STUD/POST PER PLAN. (2)2x J Z <br /> MANUFACTURER MINIMUM. SEE PLAN FOR HOLDOWN — Q <br /> 4L CD <br /> 3 DOUBLE HOLDOWNS @ SHEARWALL END REQUIREMENTS AT BASE <br /> CD <br /> SCALE: IY2"-,'-0" HOLDOWN A T BEAM f— <br /> 4 < In <br /> n- O r <br /> � w <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 /> CLEAR SPAN '.. <br /> NO NAILS <br /> REQUIRED <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. TYPICAL. CHORD BLOCKING AT SPACING PER Checked —2 CHRIS <br /> DOUBLE STUD 2x BOTTOM CHORD BLOCKINGISHEARWALL SCHEDULE Date:04-26-13 <br /> OR PER PLAN !' DOUBLE TOP PLA E SHEARWALL NAILING AND SHEATHING <br /> T SDA 7030 <br /> PER PLAN/SCHEDULE. EXTEND TO <br /> ROOF DIAPHRAGM. <br /> 5 FLOOR TO FLOOR STRAP 6 INTERIOR SHEARWALL PERPENDICULR TO STRUCTURAL L- <br /> ROOF TRUSS <br /> s- 4. o <br />