WIND DIRECTION A REQUIRED: 63k N ACHIEVED: 146k N WIND DIRECTION B REQUIRED: 53k N ACHIEVED: 368k N BRACING PLAN 1:100 LBW FIX TIMBER FRAMES TO CONCRETE MASONRY WALL WITH 1-M12 CHEMSET AT TOP PLATE AND MID-HEIGHT TYP. ROOF BATTENS: 35 x 70 MGP12 ROOF BATTENS AT 600 CENTRES. 1/75mm N o 14 TYPE 17 SCREW TO EACH TRUSS. ROOF TRUSSES: TRUSSES AT 900 MAXIMUM CENTRES WITH PITCH AND OVERHANG AS SPECIFIED BY THE ARCHITECT. NOTE INTERNAL PRESSURE CO-EFFICIENT TO BE 0. 7/-0. 5. TRUS SES TO BE SEASONED PINE MGP12 (H2) OR HWD F14-J2. TRUSS TO TRUSS CONNECTIONS TO BE AS DESIGNED AND SPECIFIED BY THE TRUSS MANUFACTURER. ROOF BRACING: TYPE, POSITION AND TYPE OF FIXING TO BE AS SPECIFIE D BY THE TRUSS MANUFACTURER. CEILINGS:CEILINGS FIXED TO EX 42 x 35 PINE BATTENS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATION. WALL FRAMING: LOAD BEARING WALLS: COMMON STUDS: 70 x 35 MGP12 AT 450 CTS TOP PLATES: 2/35 x 70 MGP12 BOTTOM PLATES: 35 x 70 MGP12 NOGGINGS AT 1350 MAX HORIZ. CTS. M12 TIE RODS WITHIN 100mm OF ROOF TRUSSES TO ACHIEVE DIRECT TIEDOWN. JAMB STUDS: OPENING: ≤900 = 2/70 x 35 MGP12 INTERNAL NON-LOAD BEARING WALLS: COMMON STUDS: 70 x 35 MGP10 AT 450 CTS TOP PLATES: 35 x 70 MGP10 BOTTOM PLATES: 35 x 70 MGP10 BB116s L1 LBW BB216s BB116s BB116s BB116s BB116s BB216s BB116s BB116s BB116s BB116s BB116s BB116s BB116s P1 P1 RB1 RB2 RB1 RB2 RB3 1. 6:10. 2 1. 9:12. 2 BRACING WALLS: STRUCTURAL BRACING WALL CONSTRUCTED TO 6. 4k N/m RATED BRACING CAPACITY. TOTAL BRACING CAPACITY OF BRACING WALLS IS GIVEN IN k N. TRUSS TO BRACING WALLS: BUILDER TO ESTABLISH THE NUMBER OF CONNECTIONS BETWEEN BRACING WALL AND ROOF FRAMING. No. OF CONNECTIONS = BRACING WALL CAPACITY CONNECTION CAPACITY. 1. 8:11. 5 75 x 12mm PLATE OVER RB3. 2-M12 TIE RODS. LINTELS: BB116s-400D (2 COURSE) BLOCK LINTEL, 1-N16 IN TOP AND BOTTOM COURSE WITH W8 STIRRUPS AT 200 CENTRES BB216s-400D (2 COURSE) BLOCK LINTEL, 2-N16 IN TOP & BOTTOM COURSE WITH W8 STIRRUPS AT 200 CENTRES. BB116s 400 BB216s 400 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 PLAN S6 01:100 0 FOR CONSTRUCTION MAC MAC 21/03/13 ISSUED FOR CONSTRUCTION MEMBER SCHEDULE MARK SIZE L1 P1 100 SQ F14 HWD POST. 190 x 45 MGP12 LINTEL. RB1 130 x 65 HYNE BEAM 17C ROOF BEAM. RB2 195 x 65 HYNE BEAM 17C ROOF BEAM. RB3 295 x 85 HYNE BEAM 17C ROOF BEAM. 