FRAMING ANCHORS (LEGS NOT BENT) 6/Ø2. 8mm NAILS EACH FACE. PROVIDE CLEARANCE WHERE ROOF IS TRUSSED. BRACING WALL. SCREWS OR BOLTS AS PER TABLE. TRIMMER: ONE BOLT: 90 x35mm F8 OR: 90 x 45mm F5 TWO BOLTS: 120 x 35mm F8 OR: 120 x 45mm F8 J2 J3 J4 JD4 JD5 JD6 1/No. 14 TYPE 17 2/No. 14 TYPE 17 3/No. 14 TYPE 17 4. 8 3. 5 2. 5 3. 5 2. 5 1. 8 9. 7 6. 9 4. 9 6. 9 4. 9 3. 6 13 9. 3 6. 6 9. 8 7. 4 5. 4 SCREWS M10 M12 2/M10 2/M12 BOLTS BRACING WALL. SHEAR BLOCKS NAILED, BOLTED, OR SCREWED AS PER TABLE. 90 x 35mm F8 OR 90 x 45mm F5 TRIMMER. NAILING PLATES OR FRAMING ANCHOR (LEGS NOT BENT) TO EITHER END OF NOGGING 6/Ø2. 8mm NAILS EACH END FACE OR 2/No. 14 TYPE 17 BATTEN SCREWS EITHER END. GAP TO TRUSS. NAILS 4/3. 05 6/3. 05 4/3. 33 6/3. 33 BOLTS M10 M12 2/M10 SCREWS 2/No. 14 TYPE 17 3/No. 14 TYPE 17 J2 J3 J4 JD4 JD5 JD6 5. 0 3. 6 2. 5 3. 6 3. 0 2. 2 6. 6 4. 7 3. 4 5. 0 4. 2 3. 1 5. 6 4. 0 2. 8 4. 0 3. 3 2. 5 6. 4 4. 1 2. 6 4. 3 3. 0 2. 0 7. 6 4. 9 3. 1 5. 1 3. 6 2. 5 13 8. 0 5. 1 8. 4 5. 9 4. 0 9. 7 6. 9 4. 9 6. 9 4. 9 3. 6 13 9. 2 6. 6 9. 8 7. 4 5. 4 7. 4 5. 3 3. 7 5. 5 4. 6 3. 5 2/30 x 0. 8mm G. I STRAPS WITH NUMBER OF NAILS EACH END OF STRAPS AS PER TABLE, OR PROPRIETY NAILING PLATE WITH EQUAL CAPACITY. EXTERNAL WALL TOP PLATE INTERNAL BRACING WALL J2 J3 J4 JD4 JD5 JD6 4. 3 3. 1 2. 2 3. 3 3. 0 2. 1 6. 5 4. 6 3. 3 4. 9 4. 0 3. 1 8. 7 6. 2 4. 4 6. 6 5. 4 4. 1 13 9. 3 6. 6 9. 8 8. 1 6. 1 1 2STRAPS NAILS 4/2. 8 6/2. 8 4/2. 8 6/2. 8 NAILS, SCREWS OR BOLTS AS PER TABLE. BLOCKS TO BE BOTH SIDES OF RAFTER OR BOTTOM CHORD. BLOCKING PIECES LARGE ENOUGH TO AVOID SPLITTING. BRACING WALL. GAP BETWEEN TOP PLATE AND TRUSS. NAILS 4/3. 05 6/3. 05 4/3. 33 6/3. 33 BOLTS M10 M12 2/M10 SCREWS 2/No. 14 TYPE 17 3/No. 14 TYPE 17 J2 J3 J4 JD4 JD5 JD6 5. 0 3. 6 2. 5 3. 6 3. 0 2. 2 6. 6 4. 7 3. 4 5. 0 4. 2 3. 1 5. 6 4. 0 2. 8 4. 0 3. 3 2. 5 6. 4 4. 1 2. 6 4. 3 3. 0 2. 0 7. 6 4. 9 3. 1 5. 1 3. 6 2. 5 13 8. 0 5. 1 8. 4 5. 9 4. 0 9. 7 6. 9 4. 9 6. 9 4. 9 3. 6 15 10 7. 4 10 7. 4 5. 4 7. 4 5. 3 3. 7 5. 5 4. 6 3. 5 6. 4 4. 1 2. 6 4. 3 3. 0 2. 0 7. 6 4. 9 3. 1 5. 1 3. 6 2. 5 12 8. 0 5. 1 8. 4 5. 9 4. 0 13 9. 3 6. 1 9. 8 7. 0 4. 9 CEILING BATTENS FIXED WITH 1/3. 05mm Ø NAIL EITHER SIDE OF WALL 2/3. 05mm Ø NAILS PER BATTEN, 3. 5mm Ø HOLES SHALL BE DRILLED IN BATTEN TO ALLOW FOR TRUSS DEFLECTION RAFTER OR TRUSS PROVIDE CLEARANCE WHERE ROOF IS TRUSSED BRACING WALL J2 J3 J4 JD4 JD5 JD6 2. 5 1. 8 1. 3 1. 8 1. 5 1. 1 300 150 150 150 PLYWOOD SHALL BE NAILED TO FRAME USING 30 x 2. 8Ø GALVANISED FLATHEAD NAILS OR EQUIVALENT. M12 RODS SHALL BE USED AT EACH END OF SHEATHED SECTION TOP PLATE TO BOTTOM PLATE/FLOOR FRAME. M12 ROD TOP TO BOTTOM PLATE EACH END OF SHEATHED SECTION. SHEATHED PANELS SHALL BE CONNECTED TO SLAB WITH M12 CHEMSETS AT 1200mm MAXIMUM CENTRES. HORIZONTAL BUTT JOINTS PERMITTED, PROVIDED NAIL FIXED TO NOGGING AT 150mm CENTRES. MINIMUM PLYWOOD THICKNESS (mm) STRESS GRADE STUD SPACING (mm) 450 600 6 7 4 7F11 F14 FIXING OF BOTTOM PLATE TO FLOOR FRAME OR SLAB: M12 RODS AS SHOWN PLUS A 13 k N CAPACITY CONNECTION AT MAXIMUM 1200mm CENTRES. SINGLE SIDED PLYWOOD BRACING WALL: 6. 4k N/m CAPACITYNTS Approved Date Scale Revision Drawing No. Job No. Project Title Rev Designed Description SAMPLE ASCOT QLD 4007 PHONE: 07 3102 2835 PO BOX 2572 CORNELLENGINEERS. COM. AU ABN 71 105 354 327 PROPOSED DISPLAY HOME----BRACING DETAILS S8 0NTS 0 FOR CONSTRUCTION MAC MAC 21/03/13 ISSUED FOR CONSTRUCTION 