6. Attachment C - Engineering (incl Driveway detail)

SHEAR CAPACITY

 

 

 

 

 
  
  

TABLE 8.18

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
  
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RAF TERS, JOISTS or TRUSSES 10 (kN) (th) PLYWOOD SHALL BE NAILED TO FRAME USING 30x2.86 GALVANISED FLATHEAD NAILS OR EQUIVALENT. )
BRACING WALL Unseasoned Seasoned FOR METHOD A, M12 RODS SHALL BE USED AT EACH END OF SHEATHED SECTION TOP PLATE TO BOTTOM PLATE/FLOOR FRAME, METHOD B HAS NO
—=eeeeesSse seers Timber Timber RODS BUT SHEATHING SHALL BE NAILED TO TOP AND BOTTOM PLATES AND ANY HORIZONTAL JOINTS @5Omm CENTRES.
y A B L E 8.2? ) J2 3 Jh JD4 | JDS | JD6 MINIMUM PLYWOOD THICKNESS. (mm) BRACING
7 HORIZONTAL BUTT JOINTS PERMITTED, PROVIDED NAIL FIXED TO NOGGING AT iva
TRUSSED_ROOFS S = 150mm CENTRES FOR METHOD A, or S = 50mm CENTRES FOR METHOD B.
(b) NAILS OR SCREWS THROUGH THE TOP PLATE SHALL BE PLACED IN BOLTS ™ " ™ 7 at 7 PA
HOLES THAT PERMIT FREE VERTICAL MOVEMENT OF THE TRUSSES. M10 64 141 126 43 30 20 ‘60 «4 STRESS GRADE | STUD SPACING (mm)
PROVIDE CLEARANCE WHERE 450 600
90x35mm FB or 90x45 FS TRIMMER (ONE BOLT) ROOF IS TRUSSED. M12 76 14.9 | 30 54 36 25 ,
120x35mm F8 or 120x45 F8 TRIMMER (TWO BOLTS) 5 8 i 9
2mi0 | 12 |8 {54 84 759 | 4 a S) to i : ;
3 METHOD A:
BRACING WALL ami | B f93 |6t $98 ]7 4.9 far ‘ 4s 64
BATTEN SCREWS FASTENER SPACING, S (mm) he bs
TOP AND BOTTOM PLATE: ,
Ne " 48 |35 |25 [35 |25 | 18 “0 60
- METH
PE ‘ af 69 49 6.9 49 3.6 VERTICAL EDGES 150
3/No 14 3 93 6.6 98 Th 54 t q INTERMEDIATE STUDS 300
SCREWS or BOLTS AS PER TYPE 17 SHEATHED PANELS SHALL. BE
TABLE, CONNECTED TO SUBFLOOR.
FRAMING ANCHORS (LEGS NOT
FOR METHOD A ONLY: M12 ROD TOP TO
BENT) $12.8nne NAILS EACH BOTTOM PLATE EACH END OF
. SHEATHED SECTION.
(@) NAILNG PLATES OR FRAMING ANCHOR (LEGS NOT NAILS
BENT) TO EITHER END OF NOGGING 6/2.8mm@ aoe 150 136 125 136 | a0 0 METHOD A METHOD B
wtcys: TIER END” 2No 1h TYPE 17 BATTEN ” . . - - . - NOTE: FOR PLYWOOD FIXED TO BOTH SIDES OF THE WALL, SEE CLAUSE 8.3.6.5. & 8.3.6.10.
9035mm FB or 6/3.050 | 66 J4.7 | 3.4 | 5.0 4.2 3.4 XS y
90x45 F5 TRIMMER,
4/3330 | 56 | 4.0 | 28 4.0 33 25 PLY BRACING WALL DETAILS
eS a ee THE BOTTOM OF ALL BRACING WALLS ARE TO BE FIXED TO
BOLTS THE FLOOR FRAMING AS PER TABLE 8.23 AND 8.24 OF RMAC exp
i IVI
Mio} 64 far [26 f43 | 30 | 20 AS16842. «ONG VL
GAP TO M12 16 49 3 9.1 3.6 2.5 ates ans FLOR P;- (07) 5349 0762
< SAINT CIRINO, Email;- info@rienmac,net
TRUSS M16 B 8.0 3 8.4 5.9 4.0 81 BSBA ROAD, Web:- www.rienmac.net
M
SHEAR BLOCKS NALED OR BATTEN SCREWS ce
BOLTED AS PER TABLE. 1 GREEN EARTH HOMES
BRACING WALL. Me , 97 169 f49 769 | 4.9 3.6 PROLECT:
JIN tk PROPOSED DUPLEX DEVELOPMENT
0
met ° " s " " ‘ 5 VENTURA STREET
(f) RAFTERS FOR CEILING JOISTS. SUNRISE BEACH QLD 4567
REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 114 ON RP{32135, PARISH OF WEYBA,
COUNTY OF MARCH.
FRAMING ANCHOR (LEGS NOT BENT) NOOSA SHIRE COUNCIL
6/2.8mm@ NAILS EACH FACE. DRAWING TITLE:
TIEDOWN & BRACING DETAILS
65 4.6 | 33 4.9 4 31 Designed: AW/PLR Drawn: AW
SCALES: 1:20
Engineer: PLR|DATE: 31 OCT 19
BRACING WALL. This draying is not lo be copied nded_yilhout $13
Ng ) writen permission tram Rienmor Covsllng Engheers JOB NUMBER | DWG No. ISSUE
PETER RIENECKER - RPEQ 2088 DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 13° OF 14 CHECKED: PLR