TRUSS TO WALL DETAIL 1:20 75 x 12mm PLATE. 2-M12 BOLTS. 40k N CAPACITY. 100mm MAX. 100mm MAX. SOLID NOGGING. BOLT SIZE AS PER TABLE. 50 J2 J3 J4 JD4 JD5 JD6 50 46 35 28 21 M16 BOLT NOTE: THE TOP PLATE SHALL BE FIXED TO THE LINTEL WITHIN 100mm OF EACH RAFTER/TRUSS. LINTEL TIE DOWN DETAIL NTS 27 27 26 20 16 12 M12 BOLT TRUSS TO ROOF BEAM DETAIL 1:20 1/30 x 0. 8mm G. I. LOOPED STRAP. 4/2. 8mm Ø NAILS. 13k N CAPACITY. ROOF BEAM TO P1 DETAIL 1:20 2-M12 BOLTS TO RB1. 3-M12 BOLTS TO RB2 AND RB3. P1 THREADED RODS WITH END COGGED, EXTENDING DOWN THREE COURSES, BENT TO SUIT. 25mm MAX FROM EACH TRUSS. CLEAT NAILED BETWEEN FIRST TWO CEILING BATTENS WITH 3-2. 8 DIAMETER NAILS. 75 x 12mm PLATE. 2-M12 BOLTS. TRUSS TIE DOWN DETAIL 1:20 ALTERNATIVELY, 1/ 70x25 MGP12 PACKER EITHER SIDE OF WALL FIXED TO TRUSS WITH 3/2. 8mm NAILS TO EACH TRUSS. CLEAT NAILED BETWEEN FIRST TWO CEILING BATTENS WITH 3-2. 8 DIAMETER NAILS. BLOCKFAST LOOPED STRAP INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. TRUSS TIE DOWN DETAIL 1:20 ALTERNATIVELY, 1/ 70x25 MGP12 PACKER EITHER SIDE OF WALL FIXED TO TRUSS WITH 3/2. 8mm NAILS TO EACH TRUSS. THREADED RODS WITH END COGGED, EXTENDING DOWN TWO COURSES, BENT TO SUIT. 25mm MAX FROM EACH TRUSS. 75 x 12mm PLATE. 2-M12 BOLTS. 40k N CAPACITY. TRUSS TO WALL DETAIL 1:20 40k N CAPACITY. 18k N CAPACITY. 17. 5° 17. 5° 17. 5° 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----ROOF FRAMING DETAILS S7 01:20 0 FOR CONSTRUCTION MAC MAC 21/03/13 ISSUED FOR CONSTRUCTION 