Submitted Plans MCU11/0204

 

OO

\

a

rs

   
   

 

 

 

 

 

 

 

     
   

      
 

 

 

 

 

 

 

 
   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

   
 

 

 

 

 

 

 

 

 

 

   
 
 
   
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Vp

 

 

 

 

 

2 = 2
me : . ay s :
BRACING METHODS as g|°
: : E2=s| s/o
b .A-METAL STRAPS (TENSIONED) 0.8mm 1.5 kNim x * 8
18.45 SqM 7.’ 7 WITH AMIN SECTIONAL AREA OF Eee i |:
5 we '45.2mm? FIXED TO STUDS WITH ONE
30X2.8mm GAL FLATHEAD NAIL AND
TO THE PLATES WITH THREE 30X2.8mm -l2
X DIRECTION (In Sections) 2 GAL FLATHEAD NAILS. 35/2
48.45x1.8 + (5.17/2)x1,.7=37.60kKN . - te VETS Pi ens Aecie S _ (BRACING SYSTEM TYPE (b) AS1684.2) NE
(5.17/2)x1.7 + 40.13x1.7 + (8.36/2)x1.6 = 79. BO KN ose hott Be fate ve Sian i.e vais: |) Plywood'*Plywood'shall be nailed to frame using 8 @ galvanized Minimum plywood & i : ) 5 sO |
(8.36/2)x1.6 + 17.21x1.8 + 8.36x1.6 = 51.05 KN . flat-heiid tails or equivalent. f cys Ce Secasps ce La thickness, mm_ raat = 30x0.8mm METAL STRAPS LOOPED 3.0 kim Ela z=
; Stress | Stud spacing OVER PLATES AND FIXED WITH FOUR fee
Total X Direction - 167.95 KN For Method A, M12 rods shall be used at each end of sheathed section top d mm 30X2.8mm GAL FLATHEAD NAIL TO. = a QO ~
ae plate to bottom plate/floor frame, Method B has no rods but sheathing shall be grade 450 | 600 EACH END AND STRAP TOP PLATE WITH ° g =z
nailed to top and bottom plates and any horizontal joints at 50 mm centres, F8 7 9 FOUR 30X2.8mm GAL FLATHEAD NAILS. NS Ww
: a ; ; Fil 6 7 (BRACING SYSTEM TYPE (d) AS1684.2) = ei Q
Horizontal butt joints are permitted, provided —F F14 4 6 BR “4
nail fixed to nogging ats = 150 mm centres for s F27 4 4,5 C - F27 4.0mm PLY BRACING WITH M12 6.4 kN/m oan
. 36,00 Sqm etho ,ors= mm centres for Metho ei Fastener spacing, (s) ANCHOR RODS @ ENDS AS PER cd
Sah 9 Method A °° tres Tor Method B mm. TABLE 8.18(h) AS1684, E
a . . E
ST | | top and bottom : (BRACING SYSTEM TYPE N-3)
Jt late: :
. 5 Pa ae Method A 150 D - HARDITEX BASE SHEETS WITH 4.3 kNim ;
Y DIRECTION (Kitchen Sections) € tt — Method B 50 M12 ANCHOR RODS @ ENDS AND Z
8.61x1.6 + 36.00x1.7 = 74.98 kN 2 I. Vertical edges 150 | Method A 1200mm MAX CENTERS. g
oF : Intermediate 300 64 Laut STATE (Plastic State(2.9kn/m) 5 re
. studs ‘actor (1.5)), < 2
Method B a
ef +|_, Fixing of bottom “6.0 E- DIAGONAL CROSS BRACING WELDED 22.5 KN/ fi OM
48.29 SaM ET YT. plate to floor frame or BETWEEN SUPPORTING POSTS. wv z 5 i
.29 Sql ° slal rd nZ
Sf Method A: M12 rods 1 INDICATES M12 HOLD DOWN 2] 4 282
; . } , + . a as shown plus a BOLTS AT 1200 CENTERS MAX AND QZ ES <
¥ DIRECTION (Bed i Sections) . t t } 13 KN capacity AT EACH SIDE OF OPENINGS Flu wed
.29x1.6 = 29. . . 1 . t : a i . Ons
| | E |) etme Soa Eo ee se
Bia
Method B: A 13 KN ONLY AND FOR OPENINGS OVER SPECIFIED =| °
capacity connection WIDTHS AS PER AS1684 OR ENGINEERS &
36.33 SqM 12.89 SqM Method A only: M12 rod top to bottom Sheathed panels shall be|at each end and DESIGN. a fy
° plate each end of sheathed section connected to subfloor intermediately at E By
INOTE: For plywood fixed to both sides of the wall, see Clauses 8.3.6.5 and centres = oe
Y DIRECTION (Garage Section) 8.3.6.10. 5/86
36.33x1.6 + 12.89x2.1 = 85.2 KN E ae OU
. gh OW)
oe
Bla
Total Y Direction - 189.44 kN < 36 O
ee “12h
X WIND LOAD RESISTANCE TABLE Y WIND LOAD RESISTANCE TABLE (4) Metal straps—Tensioned-—With stud straps gigs FS
MARK] TYPE |LENGTH]UNIT| RESISTANCE MARK] TYPE |LENGTH| UNIT} RESISTANCE z 28
x1 |c |1200 [6.40] 7.68 yt |c  |g00 16.40] 5.12 i se eee eta cod te zee
x2. [Cc 1500  |6.40 | 9.60 y2 |c 1500 |6.40 | 9.60 ooped over plate and fixed to aise OC
7 stud with 4/30 x 2.8mm @ galyv. Rig
X3 c 600 6.40 | 3.84 Y3 Cc 1200 6.40 | 7.68 fla’ } ; 8 a4
. at-head nails (or equivalent) to BiH
X4 Cc 1500 6.40 | 9.60 Y4 Cc 4200 6.40 | 7.68 each end. Alternatively, provide wl 85
x5 = |C 600 6.40 | 3.84 SUB TOTAL 30,08 kN single straps to both sides, 5
X6 B 2700 3.00 | 8.10 Yio {Cc 2100 6.40 | 13.44 with 4 nails per strap end, z
SUB TOTAL 42.66 kN Y11 Cc 2100 6.40 | 13.44 or equivalent anchors 8
x10 Ic 1600 6.40 | 10.24 Y12 «|B 2700 3.00 | 8.10 = <> or other fasteners 2
X11 [Cc 1500 6.40 | 9.60 Y13 «|B 1800 3.00 | 5.40 g a
x12 «(IC 1000 6.40 | 6.40 Y14 «|B 2700 3.00 | 8.10 . 3.0 4 "
x13 B 2700 3.00 | 8.10 v15 «Ic 4500 6.40 | 9.60 30 x 0.8 mm tensioned metal . & kc
xia lc {900 |640] 5.76 yie |C  |1500 6.40 | 9.60 Se eee eae et oad z 5 19
X15 c 900 6.40 | 5.76 Y17_|C 1200 6.40 | 7.68 nail (or equivalent) and to “8 8 e 3
X16 |B = |2100 | 3.00 | 6.30 SUB TOTAL 75.36 kN plates with 4/30 x 2.8mm i 2
. hy
X17 «([C 900 6.40 | 5.76 Y20 jC 800 6.40 | 5.12 30° to i galv, flat-head nails, or 8 « ° 3
x18 IC 1800 6.40 | 11.52 Y21 |G 600 6.40 | 3.84 80 alternative metal strap, fixed “eye 2
Xi9_|C 1800 __|6.40 | 11.52 Y22 |C 2700 = 6.40 | 17.28 VA as above, with a net sectional 8) 8e 8a
SUB TOTAL 80.96 kN Y23 C 2400 = {6.40 | 15.36 t area not less than 21 mm? {ie oGe8
X20 =#|C 600 6.40 | 3.84 Y24 (|B 2700 3.00 | 8.10 5 = 8 & Zo
x21 |C 900 6.40 | 5.76 Y25 jC 2200 6.40 | 14.08 1800 mm min. to i a2 at BS
x22 |C  fr800  |e4o| 11.52 ye |B 2700 [3.00 8.10 2700 mm max. slab, with nominal fing requi¢ement eee ee
X23. jC 4800 6.40 | 11.52 . . ELoa XS 23
x24 |c |900 [6.40] 5.76 y28 |C |600 6.40] 3.84 gem 2 62
x25 |G |600 |6.40| 3.84 y29 |C [600 |6.40| 3.84 Ae:
x26 (|c 600 6.40 | 3.84 Y30 |C 600 6.40 | 3.84 3 -
x27 |G (600 6.40 | 3.84 | [SUBTOTAL 91,50 kN
X28 |B 2700 _|3.00 | 8.10 : ° : ° : . . . : . . : : . : .
SUB TOTAL 58.02 kN a So . N. 4 wk

. « X DIRECTION TOTAL PROVIDED 182.64 KN... _Y DIRECTION TOTAL PROVIDED 196.94 KN 3-88 gh Ce se at ct oe Nemo caresory) |