Skip to the record
For the highest quality transcripts.

Original source · versioned page text

1229 - Plan A03-rev E3

of 15

Plans and drawings: the text below has words only, no drawings.

Log in to see the plans as drawn
                                                                                                                                                                                                                                      INSTALLATION OF GUTTERING MUST
                                                                                                                                                     MATERIALS/FINISHES LEGEND                               TOTAL m²/LM
              NOTES                                                                                                                                                                                                                   COMPLY WITH NCC VOL 2 2022
                                                                                                                                                     COLORBOND TRIMDEK ROOF SHEETING                     .. m²                        PART 7.4.3 - SELECTION OF GUTTERING
 NOTE          DESCRIPTION                                                                                                                           150mm MEGAFLOW COLORBOND QUAD GUTTER                .. LM                        AND PART 7.4.4 - INSTALLATION OF GUTTERS.
dp                                                                                                                                                   DP - 90MM PVC DOWNPIPES                             .. DOWNPIPES
                                                                                                                                                                                                                                      DOWNPIPES TO COMPLY WITH NCC VOL 2 2022
                                                                                                                                                                                                                                      PART 7.4.5 - DOWNPIPES - SIZE AND INSTALLATION

                                                                                                                                                                                                                                      Note (c) - Overflow measures in accordance with
                                                                                                                                                                                                                                      Table 7.4.6 are deemed to be capable of removing
                                                                                                                                                                                                                                      the overflow volume specified in that Table.

                                                       3800                                                                    13030                                                                                                  Table 7.4.6 Acceptable continuous overflow measure -
                                                                                                                                                                                                                                      Front face slotted gutter with— a minimum slot opening area of 1200 mm2
                                                                                                                                                                                                                                      per metre of gutter; and the lower edge of the slots installed a minimum of 25
                                                                                                                                                                                                                                      mm below the top of the fascia. Overflow capacity - 0.5L/s.
                                                                                                                                                                                                                                      Controlled back gap with—
                                                                                                                                                                                                                                      a permanent minimum 10 mm spacer installed between the gutter back and
                                                                                                                                                                                                                                      the fascia; and one spacer per bracket, with the spacer not more than 50 mm
                                                                                           dp                                                                                      dp                                                 wide; and the back of the gutter installed a minimum of 10 mm below the top of
                                                                                                                                                                                                                                      the fascia. Overflow capacity - 1.5L/s.
                                                                                                                                                                                                                                      Controlled front bead height with -
                                                                                                                                                                                                                                      the front bead of the gutter installed a minimum of 10 mm below the top of the
                                                                                                                                                                                                                                      fascia. Overflow capacity - 1.5L/s.




                                                                                                                            2.5°




                                                                                                                                                                                              3800
                                12800




                                                       2.5°




                                        dp                         dp




                                             Roof Plan
                                             1 : 100




                                                        Revision                            Description                      Date        Issued By                                                                  Building Class:             10a Sheet Name:
                                                                                                                                                         PROJECT DESCRIPTION
                                              A2                    CONCEPT PLAN                                         06.05.2025    SjB
                                                                                                                                                         Client:        Noosa Sea Scouts                            Climate Zone:                 3
                                              A3                    REVISED DESIGN                                       05.06.2025    SjB                                                                                                                                                   ROOF PLAN




                                                                                                                                                                                                                                                                                                                         15/09/2025 12:51:34 PM
                                              B1                    DESIGN DEVELOPMENT                                   14.07.2025    SjB               Name on Title: Ladies & Gents Changing & wc Block          Wind:                       N3
                                              C1                    DETAILED DESIGN                                      14.07.2025    SjB               Address:       11 Eumundi Noosa Rd, Noosaville.            BAL:                        low Project #:                                 Sheet #:
                                              D1                    CONTRACT PLAN SET                                    21.07.2025    SjB                                                                          Soil Class:                  M
                                              E1
                                              E2
                                                                    FOR CONSTRUCTION
                                                                    Electrical distribution board and connection point
                                                                                                                         25.07.2025
                                                                                                                         26.08.2025
                                                                                                                                       SjB
                                                                                                                                       SjB               Lot 7 on RP 224431                                         Corrosion:           C3 RATING                                1229                 A13
  ©     QBCC Lic no. 15143813                                       added                                                                                NOOSA SHIRE COUNCIL                                        Acoustic:            ACOUSTIC Drawn By:          SjB Checked By:     T.J. Scale:      As indicated
Log in to download the original file

1229 - Plan A03-rev E3.pdf · 3.2 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.