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




                                                                                                   TYPICAL    PL1                                                                                                                                                                               TYPICALPL1
                                                                            A                      90x45 MGP12 PURLINS                                                                                        B                                   ROOF SHEETING TO                              90x45 MGP12 PURLINS
                                                                                                   AT 900 CTS TYPICAL                                                                                                                             ARCHITECTS SPECS.                             AT 900 CTS TYPICAL
                                                                                                                                                          8mm CLEAT
                                                                                                                                                          2M12 BOLTS                                                BOX GUTTER TO
                                                                                                                                                                                                                    ARCHITECTS SPECS.




                                                      LIGHTWEIGHT FRAMING                                                                                                                                                                                                                                                                   LIGHTWEIGHT FRAMING
                                                      TO BUILDERS SPECS.                                                                                                                                                                                                                                                                    TO BUILDERS SPECS.
                                                      REFER ARCHITECTS                                                                                                                                                                                                                                                                      REFER ARCHITECTS
                                                      DWGS FOR DETAILS.                                                                                                                                                                                                                                                                     DWGS FOR DETAILS.


                                                                                  10mm STIFFENER   10mm TOP PLATE                               TYPICAL RB3               10mm STIFFENER                             10mm TOP PLATE                BATTENS TO                  10mm STIFFENER                    NON SHRINK GROUT
                                                                                                   2M16 BOLTS                                   150 PFC (H.D.G)                                                      2M16 BOLTS                    ARCHITECTS
                                                                                                                                                ROOF BEAM                                                                                          SPECS.

                                                                                                                                                                                                                                                                                                                 10mm CLEAT PLATE. 2M16
                                                                                                   TYPICAL P2                                                                                                         TYPICAL P2                                                                                 CHEMSET ANCHORS.
                                                                                                   89 x 4.8 CHS POST.                                                                                                 89 x 4.8 CHS POST.                                                                         300 EMBEDMENT. (TYPICAL)




                                                                                                                                                                                                                                                                                                                 REFER MASONRY NOTES



                                                                                                                                                                                                                                                                                                  200HB



                                                                                                                                                                                    SECTION                  2
                                                                                                                                                                                    1:10 (A1) 1:20 (A3)     ST3.0




                                                                                                                                                                                                                    1000 MAX CANTILEVER
                                                                                                                                                                       8m CLEAT                                                                                                                                                                                     © This plan is Copyright. Other than for the purposes of and subject to
                                                                                                                                                                       2M12 BOLTS                                                                                                                                                                                  the conditions prescribed under the Copyright Act, no part of it may in any
                                                                                                                                                                                                                                                                                                                                                                   form or by any means (electronic, mechanical, micro copying, photo-
                                                                                                                                                                                                                                                                                                                                                                   copying, recording or otherwise) be reproduced, stored in a retrieval
                                                                                                                                                                                                                                                                                                                                                                   system or transmitted without the prior written permission of Alta Projects.
                                                                                                                                                                                                                                                                      LIGHTWEIGHT FRAMING                                                                          All intellectual property remains within Alta Projects. All enquiries should
                                                                                                                                                                                                                                                                      TO BUILDERS SPECS.                                                                           be directed to Alta Projects.
                                                                                                                                                   TYPICAL  PL1                                                                                                       REFER ARCHITECTS
                                                                                                                                                   90x45 MGP12 PURLINS
                                                                                                                                                                                                                                                                      DWGS FOR DETAILS.                                                                                NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION"
                                                                                                                                                   AT 900 CTS TYPICAL                                                                                                                                                                                                  AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED
                                                                                                                                                                                                                                                                                                                                                                       FOR CONSTRUCTION PURPOSES.
                                                                                                                                                                                         TYPICAL      RB3
                                                                                                                                                                                         150 PFC ROOF BEAM                           BATTENS TO                                                                                                                              DRAWING STATUS                            Design: SD
                                                                                                                                                                                         (H.D.G.)                                    ARCHITECTS
                                                                                                                                                                                                                                                                                                                                                                                                                       Drawn: JR
                                                                                                                                                                                                                                     SPECS.
                                                                                                                                                                                                                                                                                                                                                                                                                        Date: AUG 2018
                                                                                                                                                                                    SECTION                  3                                                                                                                                                     TENDER                                              Datum: AHD
                                                                                                                                                                                                                                                                                                                                                                         NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                    Checked: . .MB
                                                                                                                                                                                    1:10 (A1) 1:20 (A3)     ST3.0
                                                                                                                                                                                                                                                                                                                                                                                                                                .....
                                                                                                                                                                                                                                                                                                                                                                              A1 SHEET SIZE




                                                                                                                                                                                                                                                                                                                                                                   .......................
                                                                                                                                                                                                                                                                                                                                                                       ENGINEERS APPROVAL                                 RPEQ - 18776




                                                                                                                                                                                                                                                                                                                                                                                                                              PR
                                                                                                                                                                                                                                                                                                                                                                                                                                OJ
                                                                                                           NOTE:




                                                                                                                                                                                                                                                                                                                                                                                                                                 EC
                                                                                                           EXISTING UPSTAND BEAM TO BE CUT




                                                                                                                                                                                                                                                                                                                                                                                                                                   TS
                                                                                                           HERE. TO BE CONFIRMED ONSITE. A
                                                                                                                                                                                                                                                                                                                                                                       ENGINEERING : DESIGN : MANAGEMENT
                                                                                                           MINIMUM OF 7 DAYS AFTER                                                                                                                                                                                                                                     Brah 101 pty ltd t/a Alta Projects
                                                                                                           COMPLETION OF BLOCK WALL BELOW.
                                                                                                                                                                                                                                                                                                                                                                       A.B.N. 91 611 354 511
                                                                                                                                                                                                                                                                                                                                                                       26 Memorial Avenue, Cotton Tree
                                                                                                                                                                                                                                                                                                                                                                       PO Box 559, Cotton Tree, QLD, 4558
                                                                                                           DRILL & EPOXY FIX N12 DOWELS                                                                                                                                                                                                                                Tel (07) 5475 4125 Fax (07) 5479 1607
                                                                                                           (600 LONG) AT 300 CTS, 150mm                                                                                                                                                                                                                                Email: [email protected]
                                                                                                           EMBEDMENT INTO EXISTING.                                                                                                                                                                                                                                    Web: http://www.alta.net.au

                                                                                                                                                                                                                                                                                                                                                                  PROJECT:
                                                                                                                                                                                                                                                                                                                                                                  CULGOA POINT BEACH RESORT
                                                                                                                                    200




                                                                                EXISTING UPSTAND                                                                                                                                                                                                                                                                  (STAGE 1)
                                                                                CONCRETE BEAM                                      RCB1
                                                                                                                         TYPICAL
                                                                                                                         N12 AT 300 CTS EACH                                                                                                                                                                                                                      at 5 QUAMBY PLACE,
                                                                                                                         WAY, 2N20 TOP & BTM.
                                                                                                                         CENTRAL.                                                                                                                                                                                                                                 NOOSA HEADS, QLD
                                                                                                                                                                                                                                                                                                                                                                  CLIENT:
                                                                                                                                                                                                                                                                                                                                                                  CULGOA POINT BEACH RESORT B/C
                                                                                                   DETAIL                   A                                                                                                                                                                                                                                     DRAWING TITLE:
                                                                                                   1:20 (A1) 1:40 (A3)     ST3.0
                                                                                                                                                                                                                                                                                                                                                                  ROOF FRAMING SECTIONS



                                                                                                                                                                                                                                                                                                                                                                  Drawing No.                                                         Revision
                                                                                                                                                                                                                                                                                                                                                                                      A6287/18/ST3.1                                     T1
FILENAME : A6287-18-ST.dwg - DATE : 3/9/18 - 2:12pm