Structural Plans · MCU21/0097

LINDSAY CONSULTING PTY
                   LTD


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NOTE THAT LINTELS BASED ON TRUSS LAYOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Aat2 Aat2 oe SHOWN. BUILDER SHALL CONFIRM LINTELS FOR
coe oe ee ee aoa os
Non-LBW Head if Thi 4 es TRUSS LAYOUT PROVIDED BY MANUFACTURER
lI HI | PRIOR TO CONSTRUCTION.
ll Ul | SUITABLE FOR N3 CONDITIONS
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; ; |2====s========= |p --~ ~~~ ________,.,
j I 8 Beam 71. STEEL BEAM 2/2 STEEL BEAM 1 ees
le = F i a Beam III
140x35 = 140x35 LBW HI |
n HI |
q HI |
< li |
. . si 140x35 HI Non-LBW Head |
7) n
LBW 90x35 il
ee Beam il
| LBW ill | 89x5 SHS. Fixed to slab with
| ei 4 + . . . oe 1-M16 welded base plate.
| : | Fixed to rafter with 200 high x
=—S= — LEW * Lew . a ay 90 wide x 8 thick cleat &
| 2-M12 bolts
| 8 |
| jz —— n |
mE I |
| 8 L___, |
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| e| g |
| A212
| | =
| Direct tiedown - M12 rod joe] fee ¢| le 2 [fe . . . . . © . a Ie © © © © e
| A212 A212 A212 A212
| _ (Ramin SCHEDULE - SHEET ROOF NOGGINGS - 1350mm CRS MAXIMUM
c : WIND CLASSIFICATION - N3 TRUSSES FIXED IN A/W TRUSS
190mm core filled blockwork with N12 verticals @ STUD HEIGHTS & SIZES MANUFACTURERS SPECIFIETIONS
800 crs. Provide 1 course bond beam with 2-N12 @
GROUND FLOOR STRUCTURAL PLAN cling hgh op of wa See ee asm mums
SCALE 1:100 RIBBON PLATE - 90x35 MGP12 s00 .
Bracing Required 94.0 kN TIE-DOWN SPACING - AS SHOWN 1200
Bracing Provided >150 kN {500

CONNECTION DETAIL NUMBERS

 

UB to top of Blockwork detail 1

310 UB to 460 UB connection detail

310 UB to 310 UB connection detail

Timber to 460 UB connection detail

310 UB to SHS Connection detail

Timber to 310 UB connection detail

Timber to side of blockwork Connection detail

ONDRWNDN —

ee

Bracing Required
Bracing Provided

59.0 kN
>150 kN

ANY EXTERNALLY EXPOSED PINE MUST BE H3 TREATED

LINDSAY CONSULTING P/L RECOMMEND H3 TRUECORE TREATMENT

MEMBERS DESIGNED WITH HYNE DESIGN V7.5.15

BOTTOM PLATE - 90x35 MGP10

NON LOAD BEARING WALLS

STUDS 3000 - 90x35 MGP10 @ 450 CRS
TOP PLATE - 90x35 MGP10

BOTTOM PLATE - 90x35 MGP10

TRUSS TIE-DOWN - M12 RODS AT
CORNERS, EACH SIDE OPENINGS. THE TOP
PLATE SHALL FIXED OR TIED TO THE
LINTEL WITHIN 100mm OF EACH
TRUSS/RAFTER.

ROOF BATTENS.

METAL ROOF BATTENS FIXED IN
ACCORDANCE WITH MANUFACTURER'S,
SPECIFICATIONS

 

1800
2100
2400
2700
3000
3600

PRWWUN DDD

PROTECTIVE COATINGS FOR STEELWORK
MUST BE IN ACCORDANCE WITH THE BCA
3.4.4.4 AND TABLE 3.4.4.2

 

 

 

THIS DRAWING REMAINS HE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD

 

CLIENT AND PROJECT DESCRIPTION
PAUL CLOUT DESIGN
PROPOSED RESIDENCE

NO.30 THE PROMONTORY
NOOSAVILLE

 

DRAWING TITLE
STRUCTURAL PLAN

 

SCALES
0 { 2 3 4m
a
Orig. 4100

 

SURVEY DATUM

 

ASSOCIATED CONSULTANTS

 

REVISION LIST

 

>

ORIGINAL ISSUE 21/05/21

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

fompuler Fle

210531FD.DWG

 

 

DRAWING NUMBER ‘SHEET | REV.

21-0531-F11 yA