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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299
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SLAB EDGE
SLAB EDGE
70 10 PL BASE NOTE:
MOUSEHOLE AT
MIN 70 2 M16 CHEMICAL ANCHORS • ALL WELDS TO BE 6 CFW ALL
DOORWAY FOR BOLT
MIN 150 4mm WASHERS TYP AROUND UNO.
INSTALLATION.
• ALL EXPOSED STEEL WORK TO BE HOT
SLAB EDGE DIP GALVANISED UNO.
DOORWAY • ALL BASE PLATE CONNECTIONS TO
MIN
2x8 PL ALIGNED WITH OUTSIDE
70
MIN.
MIN
HAVE 4mm WASHERS UNO.
70
70
180
WALLS OF VERTICAL BRACE
• ALL SLOTTED HOLE CONNECTIONS TO
SLAB EDGE SLAB EDGE HAVE 8mm WASHERS TO FULLY COVER
16 BASE PLATE
3 M20 CHEMICAL ANCHORS HOLE UNO.
170 EMBEDMENT
TYPICAL BASE PLATE AT SLAB EDGE CORNER DETAIL TYPICAL BASE PLATE AT DOORWAY DETAIL VERTICAL
BRACE
SCALE 1:10 SCALE 1:10
REFER STANDARD BASE PLATE CONNECTION DETAILS FOR PLATE AND ANCHOR DETAILS REFER STANDARD BASE PLATE CONNECTION DETAILS FOR PLATE AND ANCHOR 89 SHS - PLAN 30 NON-SHRINK GROUT
REFER ARCHITECT FOR LOCATIONS DETAILS. REFER ARCHITECT FOR LOCATIONS. BASE PLATES TO BE FULLY
ENCLOSED WITHIN STUD WALL WHERE APPLICABLE
MIN
70
SLAB EDGE 125 250
280
FULLY GROUT CAVITY
TYPICAL BASE PLATE AT SLAB EDGE DETAIL ADDITIONAL N12 (x 600 LG)
TYPICAL 89 SHS VERTICAL BRACE BASE PLATE DETAIL
SCALE 1:10 SCALE 1:10
REFER STANDARD BASE PLATE CONNECTION DETAILS FOR PLATE AND ANCHOR DETAILS AT EACH H.D. BOLT
LOCATION BASE PLATES TO BE FULLY ENCLOSED WITHIN STUD WALL WHERE APPLICABLE
REFER ARCHITECT FOR LOCATIONS
15 NON-SHRINK GROUT
70
30 NON-SHRINK GROUT PAD
180 MIN.
200 TYP.
FIN PLATE CONNECTION DETAIL
ALL MEMBERS LISTED BELOW TO HAVE FIN PLATE CONNECTIONS TYP UNO . TYPICAL RECESSED BASE PLATE DETAIL 89 SHS - ELEVATION
SCALE 1:10
FIN PLATE CONNECTION SCHEDULE REFER STANDARD BASE PLATE CONNECTION DETAILS FOR PLATE AND ANCHOR DETAILS
REFER ARCHITECT FOR LOCATIONS
SIZE CAP PL CLEAT PL FIN PL BOLT SIZES COMMENTS
89x89x5.0 SHS 10 10 10 2M16 8.8/S
TYPICAL BASE PLATE DETAILS
SCALE 1:10
CAP PL, REFER TABLE
FIN PL
6 CFW TYP U.N.O.
REFER TABLE
SHS TYP U.N.O.
CLEAT PL
REFER TABLE
10mm MIN.
BOLTS
TYPICAL FIN PLATE CONNECTION UNO
TYPICAL FIN PLATE CONNECTION
1 ROW OF M20 8.8/S BOLTS
No. OF FIN PLATE WELD SIZE
MEMBER TYPE BEAM SIZE BOLTS
REFER FIN PLATE REFER FIN PLATE CONCRETE WALL / COLUMN THICKNESS E49 (SP)
CONNECTION CONNECTION OR BLOCK WALL
250PFC 2 10 6
SCHEDULE SCHEDULE PFC
230PFC 2 10 6
SECTIONS
WALL HEAD WALL HEAD / SILLBEAM 200PFC 2 10 6
STEEL COLUMN / MULLION
ORIENTATE ANGLE TO SUIT
WALL OPENING.
PROVIDE BRACING CLEAT
35 WHERE REQUIRED. TYPICAL 35
10 PL FULL WIDTH OF 100x100x10 EA x 150 LONG 2 M16 55
55
COLUMN CHEMICAL ANCHORS.
125 EMBEDMENT. 90 HORIZ CRS. PFC PFC
75 EDGE DIST. MIN.
100
35
140
70
70
70
CFW CFW
ALL ROUND ALL ROUND
TYPICAL WALL HEAD TO TYPICAL WALL HEAD TO WALL / COLUMN DETAIL
35
SCALE 1:10 35
MULLION / STEEL COLUMN DETAIL COPE TOP AND BOTTOM
FLANGES AS REQUIRED
SCALE 1:10 35
NOTE: MAX. COPE DEPTH
COPE TOP AND BOTTOM
TO BE FLANGE THICKNESS
FLANGES AS REQUIRED
PLUS 10mm U.N.O.
NOTE: MAX. COPE DEPTH
TO BE FLANGE THICKNESS 180/200 PFC
PLUS 10mm U.N.O.
230 to 300 PFC
100mm 0 100 200 300 400
1 :10
Client Status Title
MARK BAIN TYPICAL FRAMING DETAILS - SHEET 1
Drawn By Designed By Approved By
Author Designer Approver
Project No. Discipline Scale
[email protected] 20220173 1 : 10 (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 S070 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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