LVL OR PLYWOOD RIMBOARD (I-Joist)
Fix flooring to rimboard by driving 2.80x65mm framing nails at 150mm centres
Fix rimboard to each I-Joist by driving 1x 2.80x75mm framing nail into each flange
A3 blocking over support 1 block at 1800mm centres (I-Joists)
Fix flooring to each I-Joist block by driving 2.80x65mm framing nails at 150mm centres
Same depth as I-Joist
Fix rimboard to top plate by skew nailing 2.80x65mm framing nails at 150mm centres
A5 continuous blocking over supports (I-JOISTS)
Fix flooring to each I-Joist block by driving 2.80x65mm framing nails at 150mm centres
Fix blocking to top plate by skew nailing 2.80x65mm framing nails at 150mm centres Blocks required at both ends of joist runs
Same depth as I-Joist
A8 UNSUPPORTED LVL PERIMETER JOIST
Fix flooring to the top of the LVL using 65x2.50 nails at 150mm centres
Fix blocking to top plate by skew nailing 2.80x65mm framing nails at 150mm centres
A9 LVL SUPPORTED OVER EXTERNAL SUPPORT
Fix flooring to the top of the LVL using 65x2.50 nails at 150mm centres
Same depth as I-Joist
Maximim hole diameter equals Beam Width / 4
Perimeter Joists to be a minimum of 4x the width of tie-down any holes required. Holes to be drilled centrally through beam
A10 I-Joist SUPPORTED over external support
Fix flooring to the top flange of the I-Joist using 65x2.50 nails at 150mm centres
Skew Nail the bottom of the LVL to the top plate using 65x2.50 nails at 150mm centres
Fit Web Stiffeners to both side of the I-Joist under point loads from openings and trusses
Skew Nail the bottom flange of the I-Joist to the top plate using 65x2.50 nails at 150mm centres
LVL OR PLYWOOD RIMBOARD (I-Joist) OVER INTERNAL SUPPORT
Fix rimboard to each joist via 2x 2.80x75mm framing nails 1 per flange for I-Joists A11
Fix flooring to rimboard by driving 2.80x65mm framing nails at 150mm centres
A13 blocking over INTERNAL support 1 block at 1800mm centres (I-Joists)
Fix flooring to each I-Joist block by driving 2.80x65mm framing nails at 150mm centres
Same depth as I-Joist
Fix rimboard to top plate by skew nailing 2.80x65mm framing nails at 150mm centres
A15 blocking over INTERNAL support (I-Joists)
Fix flooring to each I-Joist block by driving 2.80x65mm framing nails at 150mm centres
Same depth as I-Joist
Fix blocking to top plate by skew nailing 2.80x65mm framing nails at 150mm centres
Blocks required at both ends of joist runs
Same depth as I-Joist
A17 BEARING PLATE TO SUBFLOOR BEARER
Fix blocking to top plate by skew nailing 2.80x65mm framing nails at 150mm centres
Blocks required at both ends of joist runs
A18 balcony to floor blocking perpendiculAr
Full height solid blocking set back min. 30mm from outside support
Flashing / water proffing to timber members designed by others 2x 70x3.08 nails fixed through blocking into Balcony Joists
Nominal fixing to floor and balcony joists required
Stitch 70x35mm min. plate to face of bearer using 75x3.08mm nails at max 150mm centres
Bearing plates can be used when additional support bearing width is required to support floor joists.
A19 BALCONY TO RIMBOARD CONNECTION
Required flashing under cladding and waterproof membrane
H3 Treated 35mm Rimboard
Required flashing under balcony ledger and providing the required protection to support structure
FRAMNING DETAILS
A20 BALCONY LEDGER CONNECTION
B1 I-Joist support Nailing
Required flashing under cladding and over balcony ledger
H3 Treated 45mm Ledger
Required flashing under balcony ledger and providing the required protection to support structure
B3 squash blocks to ends of i-joist
Concentrated loads from openings or roof framing
1-2mm deeper than I-Joist
90x35 Squeeze blocks fitted to both sides of I-Joists
2.80x65mm framing nail to to each I-Joist flange 2.80x65mm framing nail skewed to top plate
b5 flooring supported AGAINST deepER BEAM
Structural pine fixing plate to support flooring sheet
Minimum of 35mm clearance required from end of I-Joist
Fix to support by nailing 75x3.05 nails through the bottom flange on either side of the I-Joist
b4 i-joists supporting offset load bearing wall
Blocking required to supports of I-Joists (Not Shown)
Install Web Stiffeners to both sides of I-Joist under point loads from load bearing wall over
b6 FRAME OVERHANG TO FLOOR MEMBERS
Sructural timber plate fixed to the size of the deep joists via 75x3.08 framing nails at 150mm centres. Flooring installed per manufacturers requirements
10mm maximum allowable frame overhang to floor member. Position frame overhange to outside of floor to ensure fixing is availablew for skirting boards
B7 BREAK IN FLOOR JOISTS
1 block at 1800mm centres (I-Joists)
c1 standard cantilever (I-Joist)
Rimboard to be fitted to ends of cantilever using a 75x3.05mm nail into each top and bottom flange.
Blocking required to be installed per detail A3 Floor Joists to be xed to support per detail B1
Minimum 30mm bearing length to each oor joist
c3 BALCONY CANTILEVER (I-JOISTS)
Continuous blocking same depth as balcony joists
Web stiffening fitted to both sides of I-Joists using buildings adhesive and 2 rows of nails staggered at 150mm centres to both sides
Fix balcony joists using 2 rows of 75x3.05mm nails at 150mm centres. Bottom row of nails to be fixed into I-Joist bottom flange.
c4 BALCONY CANTILEVER
Continuous blocking same depth as balcony joists
Fix balcony joists using 2 rows of 75x3.05mm nails at 150mm centres.
Continuous blocking to be installed to joists over the cantilevers support
Cantilevered balcony joists to be a minimum of 2/3 the depth of the attached joists
Rimboard / Fascia to ends of balcony joists
1.2 metres maximum
2x Cantilever Span
600mm minimum
Cantilevered balcony joists to be a minimum of 2/3 the depth of the attached joists
Rimboard / Fascia to ends of balcony joists
1.2 metres maximum
2x Cantilever Span
600mm minimum
D1 SETDOWN Frame AT EXTERNAL WALL to floor setdown
External / Load Bearing Wall
I-Joist or LVL Floor Joists
Setdown bottom plate to wall frame
Subject to the structural adequacy of the floor framing members.
D2 SETDOWN Frame AT EXTERNAL WALL to floor setdown
External / Load Bearing Wall
Non Load Bearing Wall Supported on upper flooring Pine Packer
Subject to the structural adequacy of the floor framing members. Suitable for all depth floors.
D5 SETDOWN FLOOR DOUBLE JOIST
Non Load Bearing Wall Supported on lower floor
Subject to the structural adequacy of the floor framing members. Suitable for 300/240mm and 360/300mm floor joist depths.
Setdown bottom plate to wall frame
Subject to the structural adequacy of the floor framing members.
Non Load Bearing Wall Supported on lower floor
Subject to the structural adequacy of the floor framing members. Suitabl for 300/240mm and 360/300mm floor joist depths.e
D6 SETDOWN Frame AT EXTERNAL WALL to floor setdown
External / Load Bearing Wall
Setdown bottom plate to wall frame
Pine Packing over Blocking
Rimboard or Blocking
Subject to the structural adequacy of the floor framing members.
60x40
60x40 Pine Packer
D3 SETDOWN I-JOIST FLOOR
D4 SETDOWN FLOOR PACKING JOIST UNDER WALL
60x40 Pine Packer
D7 SETDOWN - BEARING PLATE
Stitch 70x35mm min. plate to face of bearer using 75x3.08mm nails at max 150mm centres
Bearing plate used to setdown the floor joist in a Sub Floor. Blocking required to joists per standard details.
e3 shallow face mount hanger i-joist to timber connection
Web stiffeners are to be fitted to both sides of I-Joist where hangers do not restrain the top flange by 20mm min.
e2 face mount hanger i-joist to timber connection
Hanger required to be a minimum of 2/3 the depth of the supported member
3.75x40mm nails are to be fitted to every round hole in hanger
E5 FACE mount hanger i-joist to steel flange connection
3.75x38mm nails are to be fitted to every round hole in hanger
E4 FACE mount hanger i-joist to steel web connection
Refer to table for minimum fixing requirements
3.75x40mm nails are to be fitted to every round hole in hanger
e6 FACE mount hanger i-jOIST TO STEEL flange CONNECTION
Refer to table for minimum fixing requirements
Refer to table for minimum fixing requirements
3.75x40mm nails are to be fitted to every round hole in hanger. Packing blocks to be 90mm wide minimum for M12 Bolts and 140mm wide for M16 Bolts and F7 Pine or better.
3.75x40mm nails are to be fitted to every round hole in hanger. Packing blocks to be 90mm wide minimum for M12 Bolts and 140mm wide for M16 Bolts and F7 Pine or better.
FRAMNING DETAILS
E8 top mount hanger i-joist to steel connection
45mm Fixing plate attached to steel via M12 bolts staggered at 600mm centres
3.75x40mm nails are to be fitted to every round hole in hanger Leave 3mm gap between I-Joist and steel to prevent squeaks
E10 75x50x5 UA SEAT
5mm x 45mm notch to bottom flange
Do not over cut
Do not cut flange 1x 10x30mm Screw
Creeper Connector to 1 side of I-Joist for skewed connection
1x Mini Grip (or Simular) fixed to either side of I-Joist for perpendicular connection
Not acceptable for use with SJ-20 Series I-Joists. 75x50x5UA fixed to supporting beam via 4x 10gx30mm screws.
E14 FACE mount hanger i-joist to BOTH SIDES OF PFC STEEL
E9 NOTCHED I-JOIST TO STEEL
Plywood or Structural Pine Web Stiffers to be installed either side of I-Joist Web per detail W1 3mm to 25mm gap to top of Web Stiffener and underside of flange recommended
Maximum 13mm notch to bottom flange
Maximum half depth of I-Joists
Blocking required between floor joists per details A3 or A5
e12 face mount hanger i-joist to timber connection BOTH SIDES
Refer to table for min. fixing requirements
3.75x40mm nails are to be fitted to every round hole in hanger. Packing blocks to be 90mm wide minimum for M12 Bolts and 140mm wide for M16 Bolts and F7 Pine or better.
3.75x38mm nails are to be fitted to every round hole in hanger
e15 FACE mount hanger i-joist to BOTH SIDES OF PFC STEEL
Refer to table for min. fixing requirements
3.75x40mm nails are to be fitted to every round hole in hanger. Packing blocks to be 90mm wide minimum for M12 Bolts and 140mm wide for M16 Bolts and F7 Pine or better.
E16 FACE mount hanger i-joist to BOTH SIDES OF UB STEEL
e17 FACE mount hanger i-joist to BOTH SIDES OF ub STEEL
Refer to table for min. fixing requirements
Refer to table for min. fixing requirements
3.75x40mm nails are to be fitted to every round hole in hanger. Packing blocks to be 90mm wide minimum for M12 Bolts and 140mm wide for M16 Bolts and F7 Pine or better.
E18 top mount hanger
i-joist to BOTH SIDES OF STEEL
45mm Fixing plate attached to steel via M12 bolts staggered at 600mm centres
3.75x40mm nails are to be fitted to every round hole in hanger Leave 3mm gap between I-Joist and steel to prevent squeaks
F2 300MM WIDE DUCT HOLE
LOCATION OF PRE-CUT DUCT HOLES
Refer to installation guide for allowable distance between additional holes required to be cut into joists onsite
3.75x40mm nails are to be fitted to every round hole in hanger. Packing blocks to be 90mm wide minimum for M12 Bolts and 140mm wide for M16 Bolts and F7 Pine or better.
250MM WIDE DUCT HOLE
250mm
LOCATION OF PRE-CUT DUCT HOLES
Refer to installation guide for allowable distance between additional holes required to be cut into joists onsite
F3 115mm WIDE PLUMBING FALL HOLE
LOCATION OF PRE-CUT DUCT HOLES
Refer to installation guide for allowable distance between additional holes required to be cut into joists onsite 115mm
F1
G6 DWARF WALL to CONCRETE SLAB
Dwarf Wall framed to underside of upper level joist supporting floor loads only
G7 DWARF WALL TO CONCRETE SLAB
Dwarf Wall framed to underside of upper level joist supporting floor loads only
Blocking or Rimboard as required
G8 SPLIT LEVEL WITH DWARF WALL
G9 SPLIT LEVEL WITH DWARF WALL
Dwarf Wall framed to underside of upper level joist supporting floor loads only
Dwarf Wall framed to underside of upper level joist supporting floor loads only
G1 FLOORING TO STEEL CONNECTION
JOISTS PARALLEL - SHALLOW STEEL
Blocking or Rimboard as required
Floor Bearer designed to support upper and lower floor loads
G3 FLOORING TO STEEL CONNECTION JOISTS PARALLEL - STEEL SAME DEPTH
90x35 Structural Pine min. Plate
Packing to Steel by others
Packing to steel connection to equal or better the bottom plate tie-down requirements for the wall framing above.
Connection to be designed by others.
Flooring to steel per flooring manufactures requirements
190x45 MGP10 min.
90x45 Pine Blocks
190x45 MGP10 min. Pole Plate to span no further than 3000mm.
Fix Pole Plate to Steel via M12 Bolts through 90x45 packing blocks.
Nail laminate 90x35 structural pine to Pole Plate using 75mm framing nails at 150mm centres.
G4 FLOORING TO STEEL CONNECTION JOISTS PARALLEL - STEEL SAME DEPTH
90x35 Structural Pine min. Plate
190x45 MGP10 min.
90x45 Pine Blocks
190x45 MGP10 min. Pole Plate to span no further than 3000mm.
Fix Pole Plate to Steel via M12 Bolts through 90x45 packing blocks.
Nail laminate 90x35 structural pine to Pole Plate using 75mm framing nails at 150mm centres.
Min. M10 Bolt to join top plates
H1 JOIST TIEDOWN TO FRAME (-4.9 kN)
30x0.8 G.I. Strap looped over I-Joist with 3 nails per side fixed into side of top plate
CDC80 Purlin Cleat to both sizes of member
CDC80 Purlin Cleat to both sizes of studs fixed top and bottom plates
Simpson Strong-Tie THD M12 Screw Anchor with 50mm square washer
Fixed no more than 100mm from studs
Framing to be have a minimun Joist group of JD5
4x Type 14 x30mm 12g into each flange of CPC80 Purlin Cleats Min. 95mm embedment of THD M12 Screw Anchor into concrete
30x0.8 G.I. Strap looped over top plate & under bottom plate with nails per side fixed into side of stud.
Required at all adjacent studs.
Framing to be have a minimun Joist group of JD5
Additional blocking and nominal fixing required Additional Bottom Plate to slab tiedown required per AS1684.
Min. M10 Bolt to join top plates
CDC80 Purlin Cleat to both sizes of studs fixed top and bottom plates
Simpson Strong-Tie THD M12 Screw Anchor with 50mm square washer or M12 Archor Bolt Fixed no more than 100mm from studs
Framing to be have a minimun Joist group of JD5 4x Type 14 x30mm 12g into each flange of CPC80 Purlin Cleats Min. 95mm embedment of THD M12 Screw Anchor into concrete
H2 BEAM TIEDOWN TO FRAME (-12.0 kN)
H3 FRAME TIE-DOWN (-12.0 kN)
rafter birdsmouth J1
Birdsmouth cut to tight fit over support
Do not cut birdsmouth beyond support
J3 beveled plate support
Beveled plate fixed over support using 75x3.05 nails at 600mm centres
Web stiffening to both sides of I-Joist rafters
Lateral restraint required in the form of full depth blocking, Rimboard or 30x0.8 mm GI Strap. Rafters to be tied down to support using an approved method Overhang length per design
J5 CONTINUOUS RAFTER BLOCKING
Beveled top plate or VPA connector to support rafters
Same depth as Rafters
Fix blocking to top plate by skew nailing 2.80x65mm framing nails at 150mm centres
J7 STITCHED OVERHANG TO I-JOIST RAFTERS
Connect outrigger to rafters using 75x3.05mm nail at 150mm centres
Lateral restraint required in the form of full depth blocking, Rimboard or 30x0.8 mm GI Strap. Rafters to be tied down to support using an approved method
J6 flat soffit to overhang
90x45 MGP10 Stiffener fixed to both sides of web
Beveled top plate or VPA connector to support rafters 600mm max. overhang
90x3.05 Nails at 150mm centres clinched both sides
Lateral restraint required in the form of full depth blocking, Rimboard or 30x0.8 mm GI Strap. Rafters to be tied down to support using an approved method
J9 PURLIN TO SUPPORT CONNECTION
70x45 min. prop Outrigger as designed
Web stiffening to both sides of I-Joist rafters
Lateral restraint required in the form of full depth blocking, or 30x0.8 mm GI Strap. Rafters to be tied down to support using an approved method
MiTek CPC80 Cleat
Web stiffening to both sides of I-Joist purlins
Continuous Blocking required for roof pitches over 10 degrees. Crossed Speed Brace required to top side Purlins installed at betwen 30 & 60 degrees.
K1 rafter to beam connection
Web stiffening to both sides of I-Joist rafters
K4 PERIMETER RAFTER
Raked wall framing
Overhang as designed
K5 continuous RAFTER blocking Raked wall framing
Variable Slope Hanger or Multi-Grips as designed
Tie-Down per AS1684 Outriggers and associated fixings as nominated
L1 suspended ceiling
2/75x3.05m Nails through I-Joist web into ends of cross member
90x45 MGP10 assembly to support a max. of 0.8 kN Fixing 3/75x3.05mm Nails
I-Joists to be designed to carry the imposed point load from the ceiling joist dropper as required.
Tie-Down per AS1684 Outriggers and associated fixings as nominated
K7 STRUCTURAL FASCIA
Rafters & Overhang per design nominated
Rafter tie-down and fixings per AS1684 Fascia to overhang / rafters via 2/75x3.05 Framing Nails
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