220241.01 - 70 Blanckensee Road, BLACK MOUNTAIN - SECONDARY DWELLING - Architectural & Engineering Plans · EXE23/0033

                                                                                                                                                                             Notes for Construction & Maintenance of Roofs

                                                                                                                                                                             All timber trusses or rafters fixed in accord with AS 1684.2 for designated wind classification
                                                                                                                                                                             Steel Roof battens fixed to Manufactures specifications for the spans, roofing type & Wind classification.
                                             75x10 Cleat Plate                                                                                                               Timber roof battens fixed to AS1684.2 as per above
                                             2/M16 8.8/s Bolts                                                                                                               Roofing, Flashing & Gutters to be of compatible materials
                                             Typical U.N.O.
                                                                                                                                                                             Roof sheeting or tiles to be fixed to Manufactures specifications for N3 sites
                                                                                                                                                                             Approved type sarking to be placed under roof sheet over battens fixed to Manufactures details
                                                                                                                                                                             Screws to AS. 3566:2002 Class 3 or better. Blind rivets to be used screws & Rivets to be compatible material
                                                                                                                                                                             Gutters to be fixed to AS/NZS 3500.3 2003. Gutter to have adequate fall to downpipes Min 1:500
                                                                                            300                                                                              Front of gutter to be lower than top of fascia or slots in the front of the gutter, or flashing behind gutter &
                                                                                                                                                                             under the roof sheets fixed to roof battens to prevent water getting into roof cavity or soffit area




                                           100
                  F.S.L.                                                                                                                                                     Adequate down pipes in appropriate places with rain water heads fitted Max 12 m spaces to be determined by Plumber
                                                                 SHS POST                                                                                                    Recommend a good quality gutter guard be fitted to prevent leaf & other debris getting into gutter to block downpipes
                                                                 Trench Mesh L11TM3                                                                                          Regular inspections & cleaning of gutters to be done depending on trees around the home




                                                                                                                  400
                                                                 50 mm Clearance
                                                                                                                                                                             Regular cleaning & inspections of the roof is to be done including ensuring screws are still tight on the roof sheet




                                                                                                            600
                                             Bored Pier
                                                                                                                                                                             & neoprene washers are not cracking or degrading. Tiles are not cracked or loose & all grouting is in place & holding tiles firm & in place
                                                                                                                                                                             (Recommended that a professional is called in with appropriate safety equipment to do inspections & cleaning)




                                                                                                                             Into STIFF Founding Material
                                                                 10 mm Base plate
                TYPICAL STEEL SUB-FLOOR                          50 mm larger than SHS
                                                                                                                                                            ADDITIONAL STRIP
                    BRACING DETAIL




                                                                                                                  Min 1000
                                                                                                                                                            FOOTINGS AND DEEP
                                                                                                                                                            PIERS MIGHT BE
                                                                                                                                                            REQUIRED IF THE
                                                                                                                                                            HOUSE SITS IN HIGH
                                                                                                                                                            LANDSLIDE RISK AREA


                                                                                          450 Ø


                                                                                FOOTING DETAIL                                                                                                C1                                                                                                 C1
                                                                                                                                                                                                                                    Strip Footings
                                                                                                                                                                                                                      C1                             C1                                C1


              EDGE FOOTING   2/N12 'L' BARS                                    EDGE FOOTING         2/N12 'L' BARS




                                                                                                                                                                                                                                                       Strip Footings
                             BOTTOM LAP 500 MM                                                      BOTTOM LAP 500 MM                                                                                            GS
                                                                                                                                                                                      C1      C1


                                                                                                                                                                                      C1
                                                                                                                                                                                                                            Strip Footings
                                                                                                                                                                                                            C2         C2                       C2                         C2               C2               C2




                                                                                                                                                                                                                                                16 mm Rod Cross Bracing


                                                  EDGE FOOTING                                         INTERNAL FOOTING


                                                                                                                                                                              Pad Footings
                                                                                                                                                                                                                            Strip Footings
                                                                                                                                                                                                            C2        C2                       C2                          C2               C2               C2




                                                                                                                                                                                               Strip Footings




                                                                                                                                                                                                                                                                                                   Strip Footings
                                 AT CORNER                                            AT "T" INTERSECTION


                                 TYPICAL FOOTING INTERSECTION DETAILS
                                                                                                                                                                                                                                  Strip Footings
                                                                                                                                                                                                     C2                    C2                         C2                          C2                                C1




                                         Footing Details                                                                                                                                                                                     Footing Layout
                                1         1 : 30
                                                                                                                                                                                                                                2            1 : 100


Client: Peter & Karyn Cook      Address: 70 Blanckensee Rd Black Mountain                            Noosa Shire Council                                                                                                                           Mobile: 0407 693 018                          Date                    30/05/2023 2:30:11 PM
                                                                                                                                                                   ACCOLADE Building Designs                                                                                                     Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 1 on RP 193199          Site Area : 19,986 m²                Wind Classification N3                                                                              Proprietor: Steven Horn                                   Email: [email protected] Project Number
                                                                                                                                                                                                                                                                                                                                           0323CPK
Proposed Additional Bed room & Living Area, SHS & Timber Posts , Timber Framed, Sheet Roof                                                                                   QBCC Lic. 54806                                        Issue Date                          30 - MAY - 2023                             Sheet No. 8       of   10