W6107 de f15.pdf - form 15 frame design · OPW16/0220

       Report No:    W6107 de.
       Client Name: K Grandemange
       Report Date: September 27, 2016
       Site Address: No 61 Morinda Circuit, Noosaville.

                                             Structural Details.


                                              Tie down
 Connection                Max kN            Fixing – beams are to fixed        Uplift         Joint
                           Uplift force      both ends                          value kN       group
 Trusses to top plate &    na                As per truss manufacturer’s        na             na
 beams                                       specifications.
 Main roof [email protected]               30x0.8 GI strap with 4/2.8 mm      4.7            JD4
 900mm centres max                           nails per face or fix with joist                  min
                                             hangers 6 nails per face
 Deck [email protected]               2 x framing anchors with 4/2.8     5.9            JD4
 900mm centres max –                         mm nails per face                                 min
 to verandah plate
 Deck battens to trusses   2.37 max          1x75mm long                        3.6            JD5
 @ 900mm centres                             batten screw
 Top plates to slab                          M12 threaded rod @ 1200mm          20+            JD4
                                             centres maximum & within                          min
                                             100mm of lintels beside
                                             openings
  SHS to bearer to roof    21                2M16 gal bolts                   20 min          JD4
  beams                                                                                       min
* Trusses, battens & tie down to top plate & speedy brace as truss manufacturer’s specifications.


       Structural Drawings

       GENERAL

       1. At all stages of construction including wall construction, slab preparation, concrete pouring
       and roofing, whole or partly constructed house elements must be fully supported against all
       short or long term loads such as wind loading, self weight material, construction equipment,
       building materials and construction personnel against failure or distortion of structural
       elements. Adequate care must be taken to protect construction and other personnel against
       injury.


       W6107 de                                        3