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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 16, section 1. The text section number identifies this passage in the reader.
NOTE:
8 PL DOUBLER • ALL WELDS TO BE 6 CFW ALL
UB/PFC COLUMN AROUND UNO.
SHS/RHS UB/PFC • ALL EXPOSED STEEL WORK TO BE HOT
5 SEAL PL
10 STIFFENER PL DIP GALVANISED UNO.
10 END PL 10 END PLATES
BOTH SIDES FOR UB • ALL BASE PLATE CONNECTIONS TO
2 M16 8.8/S 4 M16 8.8/S
HAVE 4mm WASHERS UNO.
BOLTS BOLTS
• ALL SLOTTED HOLE CONNECTIONS TO
HAVE 8mm WASHERS TO FULLY COVER
HOLE UNO.
COLUMN 10 END PL COLUMN 10 END PL
2 M20 8.8/S BOLTS FOR PFC 2 M16 8.8/S THRU BOLTS 10 PL FABRICATED TEE FASCIA BEAM
4 M20 8.8/S BOLTS FOR UB REFER TYPICAL FIN PLATE
DETAIL FOR BOLTS
FASCIA BEAM
OUTRIGGER
COLUMN TO TERMINATING UB/PFC BEAM COLUMN TO TERMINATING SHS/RHS BEAM CONTINUOUS COLUMN TO UB/PFC BEAM
10 STIFFENER PL 8 PL DOUBLER
BOTH SIDES FOR UB
UB/PFC SHS/RHS
TYPICAL FASCIA BEAM CORNER DETAIL
SCALE 1:10
COLUMN 10 END PL
COLUMN 10 END PL 2 M16 8.8/S THRU BOLTS
2 M20 8.8/S BOLTS FOR PFC
4 M20 8.8/S BOLTS FOR UB
COLUMN TO U/S OF SHS/RHS BEAM
COLUMN TO U/S OF PFC BEAM
TYPICAL STEEL COLUMN TO STEEL BEAM BOLTED CONNECTION DETAILS
SCALE 1:10
CONTINUOUS TOP PLATE FIXED
TO STEEL BEAM WITH M12 4.6/S
BOLTS AT 600 CRS
R R
F TE F TE
BE R RA BE R RA
TI M TI M
REFER BRACING PLANS REFER BRACING PLANS
FOR STUD WALL DETAILS FOR STUD WALL DETAILS
STEEL LINTEL/WALL HEAD TIMBER LINTEL/WALL HEAD
2 x TRIPLE GRIPS LOWER TIMBER NAILING PLATE 2 OFF 30x0.8 GI STRAP WRAP 2 OFF 30x0.8 GI STRAP WRAP
4/Ø2.8 NAILS EACH LEG FIXED TO STEEL BEAM WITH OVER FLOOR BEAM AND NAIL OVER FLOOR BEAM AND NAIL
M12 4.6/S BOLTS AT 600 CRS TO EACH SIDE OF STUD WALL TO EACH SIDE OF STUD WALL
TIMBER ROOF BEAM 2 x TRIPLE GRIPS 2/90x45 MGP12 PLATES FOR PFC MINIMUM 6 NAILS TO EACH MINIMUM 6 NAILS TO EACH
STEEL ROOF BEAM
4/Ø2.8 NAILS EACH LEG 2/120x45 MGP12 FOR UB SIDE OF STUD TYP SIDE OF STUD TYP
M12-900 4.6/S BOLTS
TO STEEL BEAM
ALTERNATE BOLTS TO UB BEAM
TYPICAL TIMBER RAFTER TO TIMBER ROOF BEAM TYPICAL TIMBER RAFTER TO STEEL ROOF BEAM TYPICAL STEEL LINTEL/WALL HEAD TO STUD WALL TYPICAL TIMBER LINTEL/WALL HEAD TO STUD WALL
SCALE 1:10 SCALE 1:10
CONNECTION DETAIL CONNECTION DETAIL
(CONNECTION TO TOP PLATE SIMILAR) SCALE 1:10 SCALE 1:10
TIMBER CONNECTION SCHEDULE: ( UNLESS NOTED OTHERWISE )
BTM PLATE TO SLAB ..........
M12 ANCHORS AT 1200 MAX CRS.
BTM PLATE TO FRAMED FLOOR ..........
2 / 75 x Ø3.05 NAILS AT 900 MAX CRS.
BTM PLATE TO BLOCKWORK ..........
M12 GALV. H.D RODS AT 1200 MAX CRS.
BTM PLATE TO STEEL BEAM ..........
M12 4.6/S BOLTS AT 1200 MAX CRS.
8 CLEAT PL. BTM & TOP PLATE TO STUD ..........
2 / 75 x Ø3.05 NAILS THROUGH PLATE
2 M12 4.6/S BOLTS FOR DEPTH <240 BTM & TOP PLATE TO MULTIPLE STUDS ..........
30 x 0.8mm G.I. STRAP (100mm ALONG EACH STUD) WITH
3 M12 4.6/S BOLTS FOR DEPTH >240 4 x Ø2.8 NAILS EACH LEG
38x75 F14 UNS HWD BATTENS. MIN. NOGGING TO STUD .......... 2 / 75 x Ø3.05 SKEW NAILS EACH SIDE
FIX TO RAFTERS WITH No. 14 TYPE 17 STUDS ADJACENT STEEL COLUMN / MULLION .......... RAMSET FIXED Ø3.05mm NAILS AT 200 CRS MAX CRS.
SCREW(S) AS PER AS1684.
LINTELS:
DEPTH
SPAN - UP TO 1500mm .......... 30x0.8mm G.I. STRAP, 4 / Ø2.8mm NAILS AT EACH END AND AT 900 MAX CRS.
SPAN - 1501mm TO 3000mm .......... 30x0.8mm G.I. STRAP, 6 / Ø2.8mm NAILS AT EACH END AND AT 900 MAX CRS.
T ER
RAF
RAFTER JOIST TO STEEL BEAM ........... 8PL CLEAT, 2 M12 BOLTS
JOISTS TO FLOOR BEAMS/ POLE PLATES .......... G.I. JOIST HANGERS, 4/ Ø2.8 EACH WING, 4 WINGS/HANGER
JOISTS TO TOP PLATES SILL PLATES
OR BEARERS .......... 2 FRAMING ANCHORS, 4/ Ø2.8 EACH LEG
TYPICAL ROOF BATTEN TO RAFTER DETAIL TYPICAL TIMBER RAFTER TO STEEL RAFTERS TO TOP PLATE .......... 2 TRIP-L-GRIPS , 4 / Ø2.8mm NAILS EACH LEG (TYPICAL)
SCALE 1:10
BEAM (SIDE FIX) PURLINS TO TOP PLATE
BATTENS TO RAFTERS
..........
..........
2 TRIP-L-GRIPS , 4 / Ø2.8mm NAILS EACH LEG (TYPICAL)
1/75 No.14 TYPE 17 SCREW
SCALE 1:10
POLE PLATE TO STEEL BEAM .......... M12 4.6/S BOLTS AT 1200 MAX CRS.
WALL/POLE PLATE TO BLOCK WALL .......... 1 M12 HILTI HSL-3 ANCHOR AT 1200 CRS MAX
WALL/POLE PLATE TO STUD WALL .......... 2 GAUGE 14 BATTEN SCREWS INTO EACH STUD.
VERANDAH BEAM TO POSTS .......... 2 M16 4.6/S BOLTS TO NOTCHED POST
BEARER PERPENDICULAR TO BLOCK WALL .......... 90x8 EA SHELF ANGLE x 250 LONG, 2 M16 CHEMICAL ANCHORS
TO WALL ON 150 CRS. 2 M12 4.6/S BOLTS TO BEARER
ALL OTHER CONNECTIONS ARE IN ACCORDANCE WITH STANDARD RESIDENTIAL CONSTRUCTION PRACTICE AND IN
ACCORDANCE WITH AS 1684 (TIMBER FRAMING CODE)
100mm 0 100 200 300 400
1 :10
Client Status Title
MARK BAIN TYPICAL FRAMING DETAILS - SHEET 2
Drawn By Designed By Approved By
Author Designer Approver
Project No. Discipline Scale
[email protected] 20220173 As indicated (at A1)
Project Name
37 MARY ST NOOSAVILLE, QLD Drawing No. Revision
1 04.11.22 ISSUE FOR INFORMATION JAL JO NOOSA VILLAS
07 5211 1003 S071 1
Rev Date Description By Chk 10 NATASHA AVE & 24 KATHARINA ST, NOOSA HEADS QLD
FULL SIZE ON ORIGINAL 0 10 20 30 40 50 60 70 80 90 100 mm
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