Rfi - A03 Sections A-a Roof Detail

                                                                                                                                                                            6300                                                                        1500
                                                                                                                                                                       VERIFY ON SITE
                                                                                                                                                          4000                                               2200                                       1500
                                                                                                                                                     VERIFY ON SITE                                     VERIFY ON SITE                                             350
                                                                                                                                                                                                                                                                 APPROX


                                                                                                                                                                                                                                                                                DEMOLISH RHS RAFTERS, RIDGE
                                                                                                                                                                                                                                                                                BEAM & ROOF BEAM BEYOND
                                                                                                       PROPRIETY EXTENDA BRACKETS
                                                                                                       FIXED TO EXISTING WALL FRAMING                                                                                                                                           REMOVE EXISTING ROOF FABRIC
                                                                                                       TO STRUCTURAL ENG. SPEC.                                                                                                                                                 ROOF SHEETING TO MATCH EXISTING
                                                                                                       WITH WEATHER PROOF BOAT SEAL
                                                                                                                                                                                 3°                                                                 X
                                                                                                                                                                                                                                                                                WITH FOIL FACED BLANKET UNDER
                                                                                                                                                                                                                                                                                                                                                                        B
                                                                                                                                                                                                                                                                                NEW RAFTERS TO STRUCTURAL ENG.
                                                                       TOP OF COLUMN (ENG. DRAWINGS)                                                                                                                                                                            SPEC.
                                                                                                                                                                                                                                                                                                                                                                                                                                  MODIFY TOP OF SHS COLUMN TO
                                                                                                                                                                                                                                                                                V-GROOVE SOFFIT LINING ON                                                                                                                         STRUCTURAL ENG. SPEC.




                                                                                                                                                                                                                    ROOF PITCH HT. VERIFY ON SITE
                                                                                                                                                                                                                                                    X                           BATTENS
                                                                       EXISTING U/S FASCIA 4.400 (ASSUMED)                                                                                                                                                                                                                                                                                                                        ROOF SHEETING TO MATCH EXISTING
                                                                                                                                                                                                                                                                                NEW GALV C PURLINS, BACK TO
                                                                                                                                                                                                                                                                                BACK FIXED TO EXISTING SHS
                                                                                                                                                                                                                                                                                COLUMNS , TO STRUCTURAL ENG.
                                                                                                                                                                EXISTING ROOF STRUCTURE BEAM,                                                                                   SPEC.                                                                                                                                             BACK TO BACK STEEL PURLIN ROOF
                                                                                                                                                                POST & GUTTER TO REMAIN                                                                                                                                                                                                                                           SYSTEM TO STRUCTURAL ENGINEER'S




                                                                                                                                                                                                                                                                                                                                              PROPOSED MIN. CLEARANCE
                                                                                                                                                                                                                                                                                EXISTING SHS POSTS TO BE MODIFIED                                                                                                                 DETAILS TYP.
                                                              3233




                                                                                                                                                                                                                                                                                                                    EXISTING MIN. CLEARANCE
                                                                                                                                                                                                                                                                                TO STRUCTURAL ENG. SPEC.




                                                                                                                                                                                                                               2800
                                                            2400




                                                                                                                                                                MODIFY COLUMNS BEYOND
                                                                                                                       EXISTING                                 TO STRUCTURAL ENG. SPEC                                                                                         EXISTING ROLL UP PVC                                                                                                                              TIMBER BLOCKS FOR PURLIN FIXING
                                                                                                                                                                                                                                                                                                                                                                                                                                  TO STRUCTURAL ENG. SPEC
                                                                                                                                                                                                                                                                                TO REMAIN
                                                                                                                       RESTURANT
                                                                                                                                                                                                        DECK




                                                                                                                                                                                                                                                                                                                                                       4450
                                                                                                                                                                                                                                                                                                                              3810
                                                                                                                                                                EXISTING SHS POSTS &
                                                                                                                                                                DOWNPIPES TO REMAIN                                                                                             EXISTING GLASS BALUSTRADE                                                                                             JAMES HARDIE 89 X 19 TRIM
                                                                                                                                                                                                                                                                                TO REMAIN                                                                                                             PAINT FINISH                PURLINS TO STRUCTURAL ENG. SPEC.
                                                                       EXISTING DECK LEVEL 2.000 (ASSUMED)                                                 DP

                                                                                U/S DECK LEVEL (ASSUMED)
                                                                                                                                                                                                                                                                                                                                                                                                                                  VJ SHEET SOFFIT LINING
                                                                230




                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING SHS COLUMNS        ON BATTENS
                                                                                                                                                                                                                                                                                EXISTING TIMBER DECK STRUCTURE
                                                                                                                                                                                                                                                                                TO REMAIN


                                                                                                                                                                                                                                                                                EXISTING FLOATING PONTOON


                                                                                                                                                                                0.85m HIGHEST ASTRONOMICAL TIDE
                                                                                                                                                                                0.60m MEAN HIGH WATER SPRING TIDE

                                                                                                                                                                                0.38m MEAN SEAL LEVEL

                                                                                                                                                                                0.00m LOWEST ASTRONOMICAL TIDE


                                                                      SECTION AA                                                                                                                                                                                                                                                                                                                          ROOF DETAIL
                                                                      SCALE       1:50                                                                                                                                                                                                                                                                                                                    SCALE    1:10




                                                                                                                                                                                           A
                                                                                                                                                                                          A03
                                                                  PROPRIETRY EXTENDA BRACKETS
                                                                  WITH WEATHER PROOF BOOT
                                                                                                                               COL                   COL                  COL                   COL                 COL                                        COL




                                                                  LINE OF EXISTING ROOF BELOW


                                                                  EXPRESS BATTEN MOLDINGS
                                                                  2 X 89 X 19 JAMES HARDIE TRIM



                                                                  V- GROOVE SOFFIT LINING
                                                                  ON BATTENS, TO U/S PURLINS                                                          COL                                                                            COL                                  COL
                                                                  REFER SECTION AA

                                                                                                                                                                                                                                                                 COL

                                                                  JAMES HARDIE 89 X 19 TRIM
                                                                  PAINT FINISH
                                                                                                                                COL                   COL                    COL                  COL                                 COL




                                                                  FASCIA BOARD                                                                                                             A
                                                                                                                                                                                          A03

                                                                  NOTE:
                                                                  LIGHTING LAYOUT TO BE CONFIRMED BY OWNER & LESSEE




                                                                                                                   REFLECTED CEILING PLAN
                                                                                                                   SCALE       1:100




 COPYRIGHT:                                              NOTES:                                                                                                                                                                                                                                                                                                                                                                                                      CLIENT:                        DRAWING TITLE:
 THIS DRAWING AND THE INFORMATION SHOWN HEREON IS        * ALL WORK TO BE DONE IN ACCORDANCE WITH B.C.A. &
                                                                                                                                  NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     QUADRANT HOLDINGS              SECTIONS A-A & ROOF DETAIL
 THE PROPERTY OF T.O.Z. PTY LTD AND MAY NOT BE USED      ANY OTHER AUTHORITY HAVING JURISDICTION OVER THE
 FOR ANY OTHER PURPOSE THAN THAT FOR WHICH THIS          WORKS & PAY ALL FEES.                                                    ALL SITE MEASUREMENTS MUST BE VERIFIED ON-SITE
 DRAWING IS SUPPLIED. ANY OTHER USE, COPYING OR                                                                                                                                                                                                                                                                                                                             -
 REPRODUCTION OF ALL OR ANY PART OF THIS DRAWING IS      * ALL RELEVANT DIMENSIONS TO BE CHECKED ON SITE                          PRIOR TO COMENCEMENT OF ANY CONSTRUCTION                                                                                                                                                                                                                                                                                           PROJECT:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DATE:         29/10/20
                                                                                                                                                                                                                                                                                                                                                                            -
 PROHIBITED WITHOUT THE WRITTEN CONSENT OF T.O.Z. PTY.   PRIOR TO COMMENCING ANY WORK. NO ALLOWANCE WILL                          OR ORDERING OF MATERIALS.
                                                                                                                                                                                                                                                                                                                                                                            -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DECK REFURBISHMENT
 LTD.                                                    BE MADE FOR FAILURE TO DO THIS
                                                                                                                                  EXISTING COLUMN LOCATIONS HAVE BE OBTAINED                                                                                                                                                                                                -                                                                                        LOT 388 MCH839039              SCALE:        1:50, 1:10, 1:100
                                                         * THESE DRAWINGS TO BE READ IN CONJUCTION WITH                           FROM ENGINEERING DRAWING NUMBER 98-0117-05                                                                                                                                                                                                                                                                                         NOOSA HARBOUR MARINA VILLAGE
                                                         CONSULTANTS DRAWINGS.
                                                                                                                                                                                                                                                                                                                                                                            - - PONTOON CLEARANCE NOTED
                                                                                                                                                                                                                                                                                                                                                                            B                                   18/11/20                                                                            DRAWING No:   2260-A03
                                                                                                                                                                                                                                                                                                                                                                            A - FOR INFORMATION                29/10/20                                              TEWANTIN, QLD
                                                                                                                                                                                                                                                                                                                                                                            AMENDMENT:                                                                                                              ISSUE:        A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  B
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