36 |
APPENDICES
TR1
A
-
TR1
FIX ST1 TO B1 WITH 2-No. 12 TYPE 17 SCREWS.
ST1
CONVENTIONAL ROOF FRAMING MOUNT
SCALE 1:20
MEMBER SCHEDULE
MARK
SIZE
REMARKS
TR1
90x45 MGP10
TRIMMER
ST1
90x45 MGP10
STRUT
B1
190x45 LVL
BEAM MAX. SPAN 3000
B1
300x45 LVL
BEAM MAX. SPAN 6000
B1
PROVIDE PRYDA ANGLE BRACKET OR SIMILAR AT EACH END OF BEAM, PROVIDE 2-No 12 TYPE 17 SCREWS TO BEAM AND TOP PLATE.
EXISTING LOAD BEARING WALL UNDER. CONFIRM ON SITE.
ST1
TR1
VARIES 3000-6000
B1 UNDER
B1 UNDER
EXISTING RAFTER
EXISTING RAFTER
ST1
ST1
TR1
TR1
ST1
ST1
TR1
TR1
DROPPER
SECTION
SCALE
A
-
1:20
No. 12 ROOFING SCREWS OR SIMILAR AT 100mm CTS (MIN. 5 PER SIDE)
IF GAP EXISTS BETWEEN DROPPER AND MEMBERS, PROVIDE TIMBER PACKING TO SUIT. MAX. THICKNESS OF PACKING TO BE 50mm.
CEILING LINE
35x90 MGP10 TOP PLATE 450 LONG FIXED TO MASONRY WALL WITH 1-M10 ANKASCREW AT EACH END. IF EXISTING WALL IS TIMBER, USE EXISTING TOP PLATE
REINSTATE ROOF SHEETING AND FIX TO TRIMMERS
PROVIDE ADEQUATE FLASHING AROUND DUCT
ALL TIMBER MEMBERS TO BE CONNECTED WITH MINIGRIP UNO IS ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
ST1
2-No. 12 TYPE 17 SCREWS
NOTCH ST1 TO SUIT WIDTH AND DEPTH OF TR1
TYPICAL ST1 TO TR1
SCALE 1:10
45
90
TR1
DESCRIPTION
DATE
DRAWING SCALE
DRAFTER
ENGINEER
MANAGER
DRAWING TITLE
CLIENT
PROJECT
DATE
DRAWING NUMBER
REV
DO NOT SCALE FROM THIS DRAWING
ISSUE
PROJECT NUMBER
SHEET SIZE
INITIAL
REVISION
Consulting Engineers
452 Pulteney Street, Adelaide SA 5000
Telephone (08) 8231 2832 Facsimile (08) 8311 1742
www.mlei.com.au
TALENTED | APPROACHABLE | RESPONSIVE | PIONEERING
NOT FOR CONSTRUCTION
ISSUED FOR CERTIFICATION
CONVENTIONAL ROOF FRAMING
1:20
S07
A3
C8
2017-6648
JT
TH
Apr-19
GENERIC AIR CONDITIONING ROOF MOUNT
SEELEY INTERNATIONAL
PG
ISSUED FOR CERTIFICATION
C6
HN
27.2.19
ISSUED FOR CERTIFICATION
C7
HN
28.3.19
ISSUED FOR CERTIFICATION
C8
TN
05.04.19
APPENDIX – A GENERIC STRUCTURALLY
ENGINEERED ROOF MOUNTING SCHEMES: