COPYRIGHT PROPOSED RESIDENCE 73 KOOYONGKOOT RD. HAWTHORN, VIC 20-200 STRUCTURAL WORKROOM DESIGN 1A YORK ST, RICHMOND VIC COVER PAGE & DRAWING LIST S00 H B CONSTRUCTION ISSUE 03.05.21 C CONSTRUCTION ISSUE 11.05.21 D CONSTRUCTION ISSUE 31.05.21 E CONSTRUCTION ISSUE 21.06.21 F CONSTRUCTION ISSUE 01.07.21 G CONSTRUCTION ISSUE 02.07.21 H CONSTRUCTION ISSUE 23.07.21
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WHERE SLAB FABRIC IS CUTAWAY TO ALLOW FOR SERVICEPIPE OR NO LAGGING HASBEEN PROVIDED AROUND PIPEPENETRATIONS, AN ADDITIONAL4-N12 BARS, 600 LONG, ONE TOEACH SIDE OF PIPE AS SHOWN.
ALL SERVICE PIPE MUST BEWRAPPED IN AN APPROVEDFOAM LAGGING.
SLAB RECESS DETAIL(50mm MAX RECESS)SCALE 1:20
SLAB RECESS DETAIL(200mm MAX RECESS)SCALE 1:20
75
AT RE-ENTRANT CORNERS 1 STRIP OF3-L11TM, OR 3-N12 BARS, OR 2-N16BARS 2.0M LONG SHALL BE PLACEDDIAGONALLY ACROSS CORNER.
6mm CLEAT PLATE,6 CFW TO UB.REFER TO TYPICAL BOLTCONNECTION SCHEDULE.
1-M12 BOLT AT 450 CTS
STEEL BEAM
COPYRIGHT
PROPOSED RESIDENCE
73 KOOYONGKOOT RD.
HAWTHORN, VIC
A BUILDING PERMIT ISSUE 22.03.21
20-200
STRUCTURAL
WORKROOM DESIGN
1A YORK ST, RICHMOND VIC
A
FRAMING DETAILS
S30
GROUND FLOOR BRACING PLAN
S40
COPYRIGHT
PROPOSED RESIDENCE
73 KOOYONGKOOT RD.
HAWTHORN, VIC
A BUILDING PERMIT ISSUE 22.03.21
20-200
STRUCTURAL
WORKROOM DESIGN
1A YORK ST, RICHMOND VIC
A
FIRST FLOOR BRACING PLAN
S41
COPYRIGHT
PROPOSED RESIDENCE
73 KOOYONGKOOT RD.
HAWTHORN, VIC
A BUILDING PERMIT ISSUE 22.03.21
20-200
STRUCTURAL
WORKROOM DESIGN
1A YORK ST, RICHMOND VIC
A
150
mm
(PLY
WOOD
)30
0 mm
50
50
100
mm
(HAR
DBOA
RD)
50
300
mm
80mm (HARDBOARD)150 mm (PLYWOOD)
80 mm (hardboard)150 mm (plywood)
150
mm
(PLY
WOOD
)150
mm (H
ARDB
OARD
)900 MIN UNO
900 MIN UNO2/30 x 2.8mm∅ NAILSTO EACH STUD & PLATE
30*0.8 TENSIONED GALVANISED METAL BRACE ORALTERNATIVE METAL STRAP WITH A NETSECTIONAL AREA NOT LESS THAN 15MM^2. FIXEDTO STUDS WITH 1- 30 x 2.8mm∅ AND TO PLATESWITH 3-30 x 2.8mm∅, GALVANISED FLAT HEADNAILS.
CWA
1800mm min.to2700mm max.
30° TO 60°
CWA
TIE DOWN TO FLOOR (NOMINALFIXING ONLY) ONE 75*3.05MMMASONRY NAIL (HAND DRIVEN ATSLAB EDGE), OR SCREW OR BOLTAT NOT MORE THAN 1200 MAXCRS CWB DETAIL
TIE DOWN TO FLOOR (NOMINALFIXING ONLY) ONE 75*3.05MMMASONRY NAIL (HAND DRIVENAT SLAB EDGE), SCREW ORBOLT AT NOT MORE THAN 1200MAX CRS
30 x 0.8mm GALV. STRAP LOOPEDOVER PLATE AND FIXED TO STUDWITH 4-30 x 2.8mm∅ NAILS TO EACHFACE OF STUD. ALTERNATIVELYPROVIDE TRIP-L-GRIP FASTENER TOEACH SIDE OF STUD AND FIX WITH4-30 x 2.8mm∅ NAILS TO EACHMEMBER. (AT EACH END OF EACHBRACE)
30 x 0.8mm GALV. STRAP LOOPEDOVER PLATE AND FIXED TO STUDWITH 4-30 x 2.8mm∅ NAILS TO EACHFACE OF STUD. ALTERNATIVELYPROVIDE TRIP-L-GRIP FASTENER TOEACH SIDE OF STUD AND FIX WITH4-30 x 2.8mm∅ NAILS TO EACHMEMBER. (AT EACH END OF EACHBRACE)