Driveway Crossover 291116 · OPW16/0270

SHEAR CAPACITY

 

 

 

 

 

     

 

 

 

 

 

 

TABLE 8.18

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

           

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

RA FTERS, JO| STS or TRUSSES (kN) ( Ch) prywoop SHALL BE NAILED TO FRAME USING 30x2.80 FLATHEAD NAILS OR EQUIVALENT. >)
TO BRAC | NG WAL L Unseasoned Seasoned FOR METHOD A, MI2 RODS SHALL BE USED AT EACH END OF SHEATHED SECTION TOP PLATE TO BOTTOM
AKANE TENT ONAL Timber Timber PLATE/FLOOR FRAME, METHOD B HAS NO RODS BUT SHEATHING SHALL BE NAILED TO TOP AND BOTTOM PLATES
AND ANY HORIZONTAL JOINTS @50mm CENTRES.
TAB L E 8 . 22 J2 | 3B | J4 JD4 | JD5) JDe MINIMUM PLYWOOD THICKNESS (mm) BRACING
Z HORIZONTAL BUTT JOINTS PERMITTED, PROVIDED NAIL CAPACITY
(— (b) TRUSSED ROOFS BOLTS FIXED TO NOGGING AT S = [50mm CENTRES FOR METHOD A, (kN/rm)
NAILS OR SCREWS THROUGH THE TOP PLATE SHALL BE or S = 50mm CENTRES FOR METHOD B. STRESS STUD SPACING
PLACED IN HOLES THAT PERMIT FREE VERTICAL MIO 64/41 |26 143 130] 20 150 50 GRADE (mm)
MOVEMENT OF THE TRUSSES, PROVIDE CLEARANCE : : : : : : ) i. 450 600
ste alle
90x35mm FB NOGGING (ONE BOLT) WHERE ROOF IS MI2 7.6 | 4.9 | 3.1 5. 3.6 25 Fe 7 q
|20x35mm F& NOGGING (TWO BOLTS) TRUSSED, _ 6 i ; ;
2/MI0} 12 8 51 18.4 | 5.9 4 2 8 Fld 4 6 neNoD
BRACING WALL. | 9ymI2]} 13. | 4.3 ]61 |as |7 44 re fa7 4 45 6A
LAA BATTEN SCREWS FASTENER SPACING, S (mm) METHOD Bi
6.0
I/No 14 48 135/25 135 |25 18 TOP AND BOTTOM PLATE:
/ . . . . . . - METHOD A 150
TYPE |7 - METHOD B 50
Ne 9.7 | 6.9 74.9 16.9 | 4.9 3.6 VERTICAL EDGES 150
3/No 14 {3 93166 194.8 | 74 5.4 f i INTERMEDIATE STUDS 300
SCREWS or BOLTS AS TYPE 17 SHEATHED PANELS SHALL BE
PER TABLE. CONNECTED TO SUBFLOOR,
FRAMING ANCHORS (LEGS
Ror BEI) 2nd oe Mega a our. 2 te
NAILS EACH FACE, END OF SHEATHED SECTION.
(2) NAILING PLATES OR FRAMING ANCHOR NAILS
(LEGS NOT BENT) TO EITHER END OF METHOD A METHOD B
NOGGING 6/2.8mm NAILS EACH FACE 4/3.050| 5.0 | 3.6 | 2.5 | 3.6 3.0 2.2 NOTE: FOR PLYWOOD FIXED TO BOTH SIDES OF THE WALL, SEE
OR 2/No 14 TYPE I7 BATTEN SCREWS : 1
EITHER END, 6/3.050] 6.6 |4.7]3.4 15.0 | 4.2] 3.1 (CLAUSE 8.3.6.5. D)
“oxen NOGEING. | 4/3330, 5.6 | 4.0 |28 |4.0 13.3] 25 PLY BRACING WALL DETAILS ee
6/3,330 7.4 15.3 )3.7 15.5 | 46 3.5 RIENMAC PTY LTD
BOLTS THE BOTTOM OF ALL BRACING WALLS ARE TO BE ABN. 52 010 666 430 A.C.N. 010 666 430
FIXED TO THE FLOOR FRAMING AS PER TABLE 51a AANEEeS
Mio 64 |4l [26 [4.3 | 3.0] 2.0 6.23 AND 8.24 OF ASI684.2. SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR, P:- (07) 5478 250
MI2 7.6 | 4.9 | 3.1 5.1 3.6 2.5 SAINT CIRINO, - (07) 5444 (158
37 BRISBANE ROAD, Email:- [email protected]
mMée | 13 |8.0/51 184 15.9] 4.0 (PO BOX 14a) 0 nfoBrienmnoe ne
BATTEN SCREWS TOOL00 ABA QLD 4557 Web:- www, rienmac.bi.
No 14 GREEN EARTH HOMES
BRACING WALL. AS PER TABLE. Ne ty| 27 16%) 4.9 [6.9% | 4.9) 3.6 prolrcr.
PROPOSED RESIDENCE
ne IB |9.2)66 198 |7.4] 5.4
r 22 LITTLE COVE ROAD
(Ff) RAFTERS FOR CEILING NOOSA HEADS QLD 4567
“OSTS. REAL PROPERTY DESCRIPTION # COUNCIL:
LOT 52, RP 52418
PARISH OF WEYBA, COUNTY OF MARCH
FRAMING ANCHOR (LEGS NOOSA SHIRE COUNCIL
NOT BENT) 6/2.8mmo DRAWING TITLE:
NAILS EACH FACE, BRACING ¢ TIEDOWN DETAILS
65 146133 149 |4 3 | Designed: PLR Drawn: LR
SCALES:
XS Engineer: PLR |DATE: 7 OCT [6
BRACING WALL. « deasing § . , , S| |
NS /) perniasion fram Renae Coraultig Engreers “| JOB NUMBER DWG No. | ISSUE
PETER RIENECKER - RPEQ 2088 | | Do Not SCALE orF DRAWINGS. | A3 |SHEET Il OF 12 |CHECKED: PLR