Archs and Structurals

 

Horizontal edges

and joins.

 

Studs to be uD4 &
spaced at 450mm

Inter.

 

(A
ma

 

(typical)

 

 

 

 

 

 

 

 

 

 

 

1800 min to 2700 max.

 

 

 

 

Vertical edges
and joins.

each

 

 

 

 

 

 

 

 

 

M12 anchor bolts
at 1200 max. crs.

M12 anchor rods at each end —
and at 1200 max. ctrs.

100

Max.

 

 

 

2-50 x

 

 

 

 

 

 

 

 

\ strap

Fix with 6/30x
2.8mm¢ nails

aa
DN Ky * interface.

2-30x0.8 Galvanised strap

Fixed with 6/28 dia. nails
to each end

leg (Typical)
Bracing Wall
2.86 nails

 

6/3.05mm nails with

blocks to be both sides
of rafter, truss bottom
chord or joist

X

SHEET BRACING (NO RODS
Capacity — Refer Table

Approved Galv.
steel angle brace

75mm masonry nail

(hand driven at slab edge),
screw or bolt at not more

SHEAR BLOCK Si — 1 STRAP — CAPACITY 4.9kN
SHEAR BLOCK S2 — 2 STRAPS — CAPACITY 9.8 kN

(BRACING WALL TO EXTERNAL WALL)

TECO METAL BRACE DETAIL

than

Capacity - 1.5kN/m

Horizontal edges

land joins.

 

 

 

Studs to be JD4 &
spaced at 450mm

(typical)

Inter.

KJ]

 

 

 

 

 

 

 

 

 

 

 

 

ng

 

ty

Vertical edges

side of nogging
Gap to truss

and joins.

 

 

 

 

M12 anchor bolts _

at 1200 max. crs.

Gap to ZN
Threaded Truss
1 connector
M12 cast
to slab

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Shear blocks fixed using
6/3.05mm nails either

   
  

1200mm max crs.

Framing anchors
(legs not bent)

eke rae

90 x 35mm

Top plate

SHEAR BLOCK S6 — CAPACITY 5.0 kN

(BRACING WALL PARALLEL TO TRUSSES,
RAFTERS, OR FLOOR JOISTS)

FRAMING SCHEDULE — N3_é& N3 WIND CONDITIONS

SHEAR BLOCK S4 — CAPACITY 5.1_kN
(BRACING WALL PARALLEL TO TRUSSES,

   
  
  

nails each end. or

dia nails screws at each end.

Rafters, truss bottom
chord or floor joist Cap to_truss

Bracing Wall

RAFTERS, OR FLOOR JOISTS)

Naling plate or framing anchor
to both ends of at 6/2.8mm dia.

jo. 14 type

Bracing

 

 

 

   
 
  
    

legs not bent)

battern

 
 

wall

TIMBER FRAMING NOTES

1.

SHEAR BLOCK S3 — CAPACITY 5.0 kN

(BRACING WALL PERPENDICULAR TO
TRUSSES, RAFTERS OR FLOOR JOISTS)

All Structural Timber to be either Hardwood Stree Grade

F14 (minimum), Jint Group J2, or Stres Grade F8, Joint
Group JD4, U.N.O. All size Refer to Finished sizes. Timber
Design for all Structural Timber is based on initial moisture
Content of 15% or less. If timber to be used for construction
does not comply with the above limits, alternative sizing or
precautions are to be refered to the Design Engineer for
approval.

. Shear Walls:

Sheet Ply Bracing to internal shear walls to be constructed
as indicated to achieve adequate ranking resistance
nominated, including nailing plates and hold down bolts at
maximum 1200 Ctrs spacing U.N.O.

. Cyclone Anchors:

Cyclone anchors (M12 Threaded Rod) at 1200 Ctrs spacing
within wall framing, at all corners, adjacent all openings where

Rafter, truss bottom
chord or floor joist

SHEAR BLOCK SS - CAPACITY 5.0 kN

(BRACING WALL PARALLEL TO TRUSSES,
RAFTERS, OR FLOOR JOISTS)

cyclone tie-downs to be used either side of all openings

greater than 3000mm and roof load width of >5000mm, U.N.O.

cyclone tie-downs to be used either side of all openings

Roof Truss
90x35 nogging | 100

 

 

 

 

 

 

meee OV UNTEL
M12 Tie-down +
Rod as Spec. 7 ‘
en Connector Window /Opening
u

 

 

 

 

 

 

 

 

 

 

 

 

 

 

L

ALT. LINTEL TO STUD WALL CONNECTION DETAIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

timber lintels are provided, passing through lintel beams. M16

Roof Truss/Rafter/Lintel Tie-

down - Gil Strap fix with 6/30x
Max. 2.8mm nails each led (Typ.)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PLY BRACING (WITH M12 TIE-RODS Sm NTERNAL, LOAD. BEARING WALLS lp.to 27 Top /OTION PLATE & INTERNAL LBW TIE DOWN BRACING WALL FIXING DETAILS
°, Am
Capacity - Refer Table ere te 8 igh cis hi. sBy = 6m" Ma SBE OF OPENINGS’ ONNERS: MARK) CAPACITY] nae mui (rm) Er eR
M12 Tie-down Bolt /Rod = 8B f 3 MOT OSS RBH? SESES"eR erick Veneer) NOGGING Be SONS | RL: JOINS? | PME
Roof Truss or Gl Strap fix with 6/30x 1550 mm CRS MAX PLY | Bam | 10 300 S0U_| YES
Hine 2.8mmé nails each led (Typ.) NON-LOAD BEARING AND NON BRACING FRAMING PLY | 6.0kN/m 50 300 300 [NO
Max. - 90 x 35 or 70x35 F5 @ 450 CIRS LINTELS HB_[6.6kN/m | 100 TOO T50_| YES
PLATES AS FER FLAN (FIT UNO) FC_[ 5.3kN/m | 150 150 1501 YES
Thr EXTERNAL & INTERNAL LOAD BEARING ALL STUDS NOT NOTCH VB_[5.3kN/m | 150 150 150_[_YES
LINTEL TOP Se: 55 of 2/70 x 45 WGPI2 ribbon plat STUDS. AT OPENINGS _10_UNTEL BEAMS NEL BEAMS SC} 64KN/m [150 300 300_[_YES
_ x or xX ridbbon plates .
velo sorb pgs 2/70 1 p 20 SC_| 6.0kN/m [50 300 300_|__NO
= x or xX
eon Soe MER oR ee ee Tp paT PORTED BOTTOM PLATE: — 1500 2 re Fam FOR 4.5mm $7 STRUCTURAL PLY CRN
= x or x . .
INTERNAL NON-LOAD BEARING: $800 ; HB | 5mm "HARDIEBRACE” SHEET 6.6kN/m
~ 90 x 35 or 70 x 55 FS 5400 3 FC |75mm “HARDITEX”, 6mm “HARDIFLEX” OR 6mm “PANELCLAD™ | 5.3kN/m
ROOE BATENS TENG FIED IN ACCORDANCE 5700 5 EXTERNAL F.C. FULL HEIGHT SHEET CLADDING,
M12 Te-down _| METAL ROOF 5000 5 ve] 6mm “WELABOARD 5.3kN/m
Rod as Spec. \/75mm masonry nol Q WITH MANUF, SEECS. OVER ROOF TRUSSES ONLY. >3000 4 or 75x4mm SHS SC|7mm FIT STRUCTURAL, PLY OR “SHADOWCLAD” EXTERNAL |-6.4kN/m
aed Connector 300mm Max. ctrs, (or Equiv.), or | 70x35 F7 BATTERNS OVER RAFTERED ROOF AREAS, mom FT a RUC TURAL FLT
Nut M12 Chemical Anchor or bolt RAFTERS & ROOF TRUSSES SHALL TECO | METAL ANGLE BRACE (MIN 18x16x1.2mm) T5kN/m
- @ >11200mm max ctrs. BE TIED DOWN WITH 1/30 x 0.8 mm Gl :
ee a come AL GROER TRUSS TIE-DOWN SHALL BLACKALL RANGE CONSULTING ENGINEER
UINTEL TO STUD WALL CONNECTION DETAIL BE IN ACCORDANCE WITH TRUSS. Consulting Civil, Structural and Geotechnical Engineer
MANUFACTURER'S SPECIFICATIONS Campbell J Foster Fo Bo 32 oan
BEng( Givi), MIEAust, (60973), CPEng, RPEQ (7728) as eae Jae (price)
0419 140465 (Mobile)
{Sa ” L DESIGN DRAFTING DRAWING TITLE: PROJECT: THIS DRAWING IS SUBJECT TO COPYRIGHT AND MUST NoT BE REPRODUCED | PROVECT No. REV
A | 1SSURD FOR FORM 15 15.0020 (ated, Ao. ty bce e860) | FRAMING DETAILS EXTENSIONS/RENOTAVIONS | 'N WHOLE OR IN PART WITHOUT WRITTEN PERMSSION. —@) 2020. 220-132 A
14 Aquila Court,
Se Br Ba 4961 SCALE: DATE: SITE ADDRESS: §§ SOUTHERN CROSS PARADE | OWNER/S: MR & MRS KOTZEE SHEET No.:
Mob 0438786080 ; 16 OF 17
CBBC No THsi%42 ——_gagman71Qoptusnet.com.ay SEPT 2020 SUNSHINE BEACH, QLD C/- ST ANDREWS CONSTRUCTION