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Enginerring plans RESERVE STREET NEW RESIDENCE REV B

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                                                                                                                                                                                                                             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




                                                                                                                                                                                                                                   N
                                                          B1              B1                               B1                            B1             B1                                                                              MEMBER SCHEDULE




                                                                                                                                                                                                           B1
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                                                                                                   J1                                                               B1      B1




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                                                                                                                                                                                                                                 O




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                                            B1




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                                                                                                                                                                                                                                 MARK           SECTION              DESCRIPTION




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                                                                                                                                                                                                                                  B1        200x50 HWD F17 H3 BEARER




                                                                                                                                                                                                                         T
                                                                                                                                                                                                                                                              DECK JOISTS @450 CRS.




                                                                                                           ID
                                                                                                                                                                                                                                  J1        100x38 HWD F17 H3




                                                                                                        VO
                                                                                                                                                                                                                                                              MAX.
                                            B1




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                                                                                                                                                                                                                                                              FLOOR JOISTS @450
                                                                                                                                                                                                                                  J2        150x38 HWD F17 H3



                                                                               B1



                                                                                              B1
                                                                                                                                                                                                                  C
                                                                                                                  B1




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




                                                                                                                                                                                                                U
                                            B1




                                                                                              B1                   B1
                               B1




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                                                                               B1

                                                                                                                                                                                                                                 TIE DOWN SCHEDULE - N3
                                    J1




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                                                                                              B1                   B1
                                                                                                           J3
                                                                                                                                                                                                                                       MEMBER                     TIE DOWN




                                                                                                                                  B1
                                                                               B1




                                                                                                                                                         T                                                                                                JD4-PINE/MGP.




                                                                                                                                                   B1



                                                                                                                                                             B1
                                                                                                                                                                                                                             JOINT GROUP
                                            B1




                                                                B1




                                                                                              B1                   B1                                                                                                                                     JD2/J2-HARDWOOD




                                                                                                                                                        S
                                                                                                           J3




                                                                                                                                  B1
                                                                                                                                                                                                                             FLOOR HEIGHT                 900 MAX.
                                                                               B1




                                                                                                                                                                                                                             JOIST TO BEARER              2/75x3.05 mm DIA. NAILS
                                                                                              B1
                                                                                                           WET AREA
                                                                                                                   B1



                                                                                                                                                      N                                                                      ALL OTHER FIXINGS TO BE IN ACCORDANCE WITH
                                                                                                                                                                                                                             AS1684.2-2010 AND APPROPRIATE BUILDING PRACTICE.
                                            B1




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                                                                                                                                                   B1
                                                                                                                                                     O
                                                                                                                                                             B1
                                                                               B1




                                                                                                           50mm STEP
                                                                                                           DOWN                                                                                                                                  LEGEND




                                                                           R                                                                       C                                                                                               75x4 SHS COLUMN


                                                                                                                                                                                                                                                   89x5 SHS COLUMN TO SUPPORT
                                                                                                                                                                                                                                                   ROOF




                                                                        FO
                                       O
                                                 FLOOR FRAMING PLAN
                                                 SCALE 1:100          T
DO NOT SCALE FROM DRAWING
ALL SCALES ARE AS SHOWN (A3)
                                     N
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.
                                                                                                                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                    B
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Enginerring plans RESERVE STREET NEW RESIDENCE REV B.pdf · 316 KB (small file)

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