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180078 - Structural Drawings · 51901.3604.01
AMENDMENTS
ISSUE DATE DESCRIPTION INIT.
P1 20.08.2018 PRELIMINARY ISSUE JR
T1 03.09.2018 TENDER ISSUE JR
A B C D E F
1
WALL LEGEND
TYPICAL P2 INDICATES LOAD BEARING WALL UNDER
F1 89 x 4.8 CHS POST. RECESSED 10mm BASE INDICATES 200 SERIES REINFORCED BLOCK WALL.
PLATE, 2M16 CHEMSETS. BL
RECESSED 10mm BASE 150 MINIMUM EMBEDMENT. TYPICAL P2 INDICATES 200 SERIES BLOCK LINTEL - REFER DETAIL
PLATE, 2M16 CHEMSETS. 89 x 4.8 CHS POST
150 MINIMUM EMBEDMENT. SLAB LEGEND
BATTENS TO 400 INDICATES 400mm THICK LANDING SLAB
150 MIN
NOTE: F1
ARCHITECTS
TRELLIS CABLES TO MANUFACTURERS
SPECS. RCB1 INDICATES 200w x 1600d R.C. UPSTAND BEAM
SPECIFICATIONS. ENGINEER TO REVIEW
EXISTING
COLUMN LEGEND
ST3.0
PROPOSED CONNECTIONS TO EXISTING
1
CONCRETE
STRUCTURE PRIOR TO INSTALLATION.
UPSTAND BEAM INDICATES LOADBEARING COLUMN UNDER
30 x 0.8 G.I. ROOF
BRACING STRAPS.
F1 FRAMING SCHEDULE
2 RB2
ST2.3 MARK SIZE TYPE REMARKS
6
TYPICAL P2 POST TO SLAB TYPICAL P2 POST TO CONCRETE
BL
BL
P1 150 x 50 x 6.0 RHS STEEL POST H.D.G
F1 R1 CONNECTION DETAIL. CONNECTION DETAIL. P2 89 x 4.8 CHS STEEL POST H.D.G
SCALE 1:10 (A1) 1:20 (A3)
F1 150 x 50 x 6.0 RHS STEEL FRAME H.D.G
P1 RB1 240 x 63 LVL ROOF BEAM -
3
F1 RB1 RB2 RB2 300 x 63 LVL ROOF BEAM -
4
P2 RB3 150 PFC ROOF BEAM H.D.G
MATCH
EXISTING R1 140 x 45 MGP12 RAFTERS 900 MAX. CTS
WIDTH PL1 90 x 45 MGP12 PURLINS 900 MAX. CTS
F1
P2 P2 RCB1 +1200 AFFL
5 DN
REFER SHEDULE
N12 LACE BAR
7
200 TO 400
400
ST2.3
REFER SCHEDULE
NOTE: P2 P2 RCB1
EXISTING UPSTAND BEAM TO BE CUT
HERE. TO BE CONFIRMED ONSITE. A A DETAIL DRILL & EPOXY FIX N12 DOWELS
MINIMUM OF 7 DAYS AFTER AT 300 CTS, 150mm EMBEDMENT
ST3.1 200HB
COMPLETION OF BLOCK WALL BELOW. INTO EXISTING.
EXISTING TYPICAL (BL) LINTEL DETAIL
CONCRETE SCALE 1:10 (A1) 1:20 (A3)
UPSTAND BEAM
FIRST FLOOR & ROOF FRAMING PLAN.
SCALE 1:100 (A1) 1:200 (A3) BLOCK LINTEL SCHEDULE
REFER DWG No. A6287/18/ST1.0 FOR STANDARD NOTES
EXISTING CONCRETE UPSTAND OPENING DEPTH REINFORCEMENT LIGS © This plan is Copyright. Other than for the purposes of and subject to
0 2.0 4.0 6.0 8.0 10.0m the conditions prescribed under the Copyright Act, no part of it may in any
BEAM EXTENSION DETAIL. 1200 300 N/A form or by any means (electronic, mechanical, micro copying, photo-
SCALE 1:10 (A1) 1:20 (A3) 1N16 BTM & TOP copying, recording or otherwise) be reproduced, stored in a retrieval
1800 300 N/A
1N16 BTM & TOP 1N16 BTM system or transmitted without the prior written permission of Alta Projects.
SCALE 1:100 A1, 1:200 A3 2100 300 N/A
& TOP 2N16 BTM & TOP All intellectual property remains within Alta Projects. All enquiries should
N 2400
3000
300
400
2N16 BTM & TOP
W8 AT 200
W8 AT 200 be directed to Alta Projects.
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION"
AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED
A B C FOR CONSTRUCTION PURPOSES.
ST3.1
3
DRAWING STATUS Design: SD
Drawn: JR
3 2 Date: AUG 2018
TENDER Datum: AHD
3 NOT FOR CONSTRUCTION
4 RB3 GI FRAMING HANGER ROOF BATTENS 70 x 45 MGP12 Checked: . .MB
.....
P2 4/2.8dia NAILS EA. LEG. AT 900 CTS MAX FIXED WITH A1 SHEET SIZE
BOX GUTTER 1No. 75mm No.14 TYPE 17
SCREW ROOF SHEETING TO
ARCHITECTS SPECS.
5
RB3 2 .......................
P2 P2 ST3.1 ENGINEERS APPROVAL RPEQ - 18776
PL1 PL1
PR
30 x 0.8 G.I. ROOF
P2 P2
OJ
BRACING STRAPS. 140x35 MGP12 WALL
R1
EC
RB3 PLATE. 1 No. 75mm TYPICAL
140x35 MGP12 FRAMED
TS
No.14 TYPE 17 BATTEN 140x45 MGP12
PARAPET. BLUEBOARD & SCREW PER STUD. RAFTERS AT 900 CTS ENGINEERING : DESIGN : MANAGEMENT
RENDER TO ARCHITECTS (TYPICAL)
SPECS.
TYPICAL 140x35 MGP12 TOP Brah 101 pty ltd t/a Alta Projects
PLATE. M12 CHEMSET A.B.N. 91 611 354 511
2 GI FRAMING ANCHORS AT 900 CTS 26 Memorial Avenue, Cotton Tree
ANCHORS, 300 EMBEDMENT. PO Box 559, Cotton Tree, QLD, 4558
TYPICAL RB1 4/2.8dia NAILS (TYPICAL)
UPPER ROOF FRAMING PLAN.
SCALE 1:100 (A1) 1:50 (A3)
240x63 LVL
ROOF BEAM
EACH LEG. Tel (07) 5475 4125 Fax (07) 5479 1607
Email: [email protected]
Web: http://www.alta.net.au
REFER DWG No. A6287/18/ST1.0 FOR STANDARD NOTES 10mm SEAT &
CLEAT, 2M16 PROJECT:
BOLTS.
REFER MASONRY NOTES
CULGOA POINT BEACH RESORT
(STAGE 1)
TYPICAL P1 at 5 QUAMBY PLACE,
150 x 50 x 6.0
RHS POST.
NOOSA HEADS, QLD
CLIENT:
SECTION 1 200HB
1:10 (A1) 1:20 (A3) ST3.0 CULGOA POINT BEACH RESORT B/C
DRAWING TITLE:
FIRST FLOOR & ROOF FRAMING PLAN
& DETAILS
Drawing No. Revision
A6287/18/ST3.0 T1
FILENAME : A6287-18-ST.dwg - DATE : 3/9/18 - 2:12pm
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