Compliance cert Form 15 ENGINEERNG 56 Reserve St Pomona

                                                                                                                                                                                                                            NOTES
                                                                                                                                                                                                                            1    BUILDER IS TO ENSURE ALL TIMBER SPECIFIED IN
                                                                                                                                                                                                                                 EXTERNAL LOCATIONS IS A SUITABLE DURABILTY
                                                                                                                                                                                                                                 CLASS FOR THIS APPLICATION OR HAS BEEN TREATED
                                                                                                                                                                                                                                 TO THE CORRECT HAZARD LEVEL.
                                                                                                                                                                                                                            2    REFER TO ARCHITECTURAL DRAWINGS FOR ALL
                                                          B1                   B1                                                                                                                                                SETTING OUT DIMENSIONS. ANY DISCREPANCIES
                                                                                                                                                                                                                                 BETWEEN THE ENGINEERING AND ARCHITECTURAL
                                                               J1                                                                                                                                                                DRAWINGS TO BE RESOLVED PRIOR TO CONSTRUCTION
                                                                                                                                                                    B1      B1                  B1
                                                                                                                                                                                                     J1                          COMMENCING.
                                                          B1              B1                                                                                                                                                3    REFER TO DRAWING S01-S03 FOR PROJECT NOTES.
                                                                                                                                                                          J1
                                                          B1              B1                               B1                            B1             B1                                                                             MEMBER SCHEDULE




                                                                                                                                                                                                           B1
                                                                                                                                                                                                B1
                                                                                                   J1                                                               B1      B1




                                                                                                                                                                                 B1


                                                                                                                                                                                        J2




                                                                                                                                                                                                      J2
                                            B1




                                                                B1




                                                                               B1


                                                                                         B1




                                                                                                                       B1


                                                                                                                                  B1




                                                                                                                                                   B1



                                                                                                                                                             B1
                                                                                                                                                                                                                                MARK           SECTION              DESCRIPTION
                                                                                                           B1




                                                                                                                                                                                                           B1
                                                                                                                                                                                                                                 B1        200x50 HWD F17 H3 BEARER
                                                                                                                                                                                                                                                             DECK JOISTS @450 CRS.




                                                                                                           ID
                                                                                                                                                                                                                                 J1        100x38 HWD F17 H3




                                                                                                        VO
                                                                                                                                                                                                                                                             MAX.
                                            B1




                                                                B1




                                                                                                                                  B1




                                                                                                                                                   B1



                                                                                                                                                               B1



                                                                                                                                                                     B1




                                                                                                                                                                                 B1




                                                                                                                                                                                                B1
                                                                                    J1




                                                                                                                         J1




                                                                                                                                                             J1
                                                                                                                                                                                                                                                             FLOOR JOISTS @450
                                                                                                                                                                                                                                 J2        150x38 HWD F17 H3



                                                                               B1



                                                                                              B1




                                                                                                                  B1




                                                                                                                                                                                                           B1
                                                                                                                                                                                                                                                             CRS. MAX.
                                                                                                                                                                                                                                                             FLOOR JOISTS @450
                                                                                                                                                                                                                                 J3        100x38 HWD F17 H3
                                                                                                                                                                                                                                                             CRS. MAX.
                                            B1




                                                                                              B1                   B1
                               B1




                                                                                                   J2
                                                   J2




                                                                     J2




                                                                                                                                  J2




                                                                                                                                                        J2
                                                                                                                                  B1
                                                                B1




                                                                                                                                                   B1



                                                                                                                                                             B1
                                                                               B1

                                                                                                                                                                                                                                TIE DOWN SCHEDULE - N3
                                    J1




                                                                                              B1                   B1
                                                                                                           J3
                                                                                                                                                                                                                                      MEMBER                     TIE DOWN




                                                                                                                                  B1
                                                                               B1




                                                                                                                                                                                                                                                         JD4-PINE/MGP.




                                                                                                                                                   B1



                                                                                                                                                             B1
                                                                                                                                                                                                                            JOINT GROUP
                                            B1




                                                                B1




                                                                                              B1                   B1                                                                                                                                    JD2/J2-HARDWOOD
                                                                                                           J3




                                                                                                                                  B1
                                                                                                                                                                                                                            FLOOR HEIGHT                 900 MAX.
                                                                               B1




                                                                                                                                                                                                                            JOIST TO BEARER              2/75x3.05 mm DIA. NAILS
                                                                                              B1                   B1                                                                                                       ALL OTHER FIXINGS TO BE IN ACCORDANCE WITH
                                                                                                                                                                                                                            AS1684.2-2010 AND APPROPRIATE BUILDING PRACTICE.
                                                                                                           WET AREA
                                            B1




                                                                B1




                                                                                                                                  B1




                                                                                                                                                   B1



                                                                                                                                                             B1
                                                                               B1




                                                                                                           50mm STEP
                                                                                                           DOWN                                                                                                                                 LEGEND
                                                                                                                                                                                                                                                  75x4 SHS COLUMN


                                                                                                                                                                                                                                                  89x5 SHS COLUMN TO SUPPORT
                                                                                                                                                                                                                                                  ROOF




                                                 FLOOR FRAMING PLAN
                                                 SCALE 1:100




DO NOT SCALE FROM DRAWING
ALL SCALES ARE AS SHOWN (A3)

REV.            DESCRIPTION               DATE    INIT.                                                         CONTACT DETAILS                    CLIENT                             PROJECT                   TITLE                              DRAWN         DESIGNED   DATE

  A    PRELIMINARY ISSUE                 22.08.22 C.Y.                                                          EMAIL         [email protected]
                                                                                                                                                                                                                                                       C.Y.         C.Y.    AUG 2022
                                                                                                                WEB           www.peerce.com.au                                                                                                    CHECKED       APPROVED
  B    PRELIMINARY ISSUE                 29.08.22 C.Y.
                                                                                                                                                                                      PROPOSED NEW DWELLING                                            N.Z.
  0    FOR CONSTRUCTION                  30.08.22 C.Y.                                                          MOBILE        0425 885 440
                                                                                                                                                             LEIF O'BRIEN                                          FLOOR FRAMING PLAN
                                                                                                                POST          PO BOX 5296                                               56 RESERVE STREET,                                         DRAWING No.                     REV.
                                                                                                                              ALGESTER, QLD 4115
                                                                                                                                                                                         POMONA QLD 4568                                            PCE2211 - S05                    0