Council archive · source document
01.2 - Engineering Design (issue 2) · OPW18/0008
Attached to the e-mail Operational Works Application OPW18/0008 - Domestic Marine Structure at 6 Mermaid Quay NOOSAVILLE.
NOMINAL FIXING DETAILS FOR TIMBER MEMBERS: Member to Supporting Member Fixing Required COLUMN, SCHEDULE: MARK | SIZE DESCRIPTION Plates up to 38mm thick - 2/75mm nails through plate Plates Studs Plates 38 to 50mm thick - 2/90mm nails through plate C1 180 PFC Column Noggings Studs 2/75mm noils skewed or through nailed C2 _|_75x75x4.0 SHS Colurnn Timber braces Studs 2/50x2.8mm dia nails at each joint Bottom plates Joists 2/75mm (35mm plates) or 2/90mm (45mm plates) nails Bottom plates Concrete Slabs [One masonry nail (hand driven at slab edges), screw or bolt at 1200mm maximum centres. Multiple studs Studs 1/75mm nail at 600mm maximum centres NOTES: 1. Details are in accordance with Table 9.4 AS1684-2010. 2. Framing for non-loadbearing internal wall are in accordance with Table 5.2 AS1684—2010. ROOF BATTENS (TRUSSES AT 900crs): Sheet roof, JD4 General Roof Area Within 1200mm of Roof Edges Batten size (F14 HWD) 75x38 at 900mm crs 75x38 at 900mm crs Fixing required 1/75mm No.14 Type 17 1/75mm No.14 Type 17 batten screws batten screws NOTE: 1. Screws must have a minimum 38mm penetration into receiving member (truss/rafter) 2. Alternatively, metal roof battens may be used in accordance with the Manufacturer's specifications and details. Batten size and fixing to be determined subject to Wind Classification, roof sheeting gauge or roof tile composition and batten spacing. 190x35(2,C2) WINDOW SILL TRIMMERS: ~ = For opening widths up to 1500mm the window trimmer may be 5 iC o s the same size and the grade as the common studs in that wall. | | S For opening widths greater than 1500mm, the window sill trimmer 3 shall be as specified below: | | Ss S Opening Width (mm) Trimmer Size (F5) Trimmer Size (F8) H ~ 1800 70x35 or 90x35 70x35 or 90x35 S 2100 70x45 or 90x35 70x35 or 90x35 | 2| | 2400 2/70x35 or 90x35 70x35 or 90x35 | & | | 2700 2/70x45 or 2/90x35 | 2/70x35 or 90x35 2|l 3|l ell s 2 s 3000 3/70x35 or 2/90x35 | 2/70x35 or 90x45 ill él Ell 3300 3/70x45 or 2/90x45 | 2/70x45 or 2/90x35 Sil | B]l 3600 3/90x35 3/70x45 or 2/90x35 Ef | Ell 4200 = 3/90x45 | | | NOTE: 1. Openings may be 70mm wider than nominal widths given above. 8 Ht IS & LINTEL SPECIFICATIONS: Nv All lintels are to be MGP12 Unless noted otherwise. | S The number of Jamb Studs required for openings is specificed in | 2 . . brackets beside the Lintel/Beam ie. 190x35 (2) iS Truss tie-down in accordance Refer to table below for jamb stud requirements. oO 7 ii with manufacturer's spec. Total No. of Jamb Studs] Full Length Stud | Secondary Stud 330x65 GLI7C (4) 190x35(2,C2) Specified beside Lintel A of pa 100 moe 2 1 1 = | 3 2 1 - ; 4 2 2 (Typical) Lintel /Bearn Tie-down rod—=} as specified ~ ~ +— Refer lintel] specification for number of|studs supporting Timber floor ot scale drawings. Seale 1:20 \-/ 2. Check and verify all dimensions (Firat Floor) prior to commencement of work. NOTE: All timber specifications shown herein are designed for N2 wind areas. Issue|Made By| Date DESCRIPTION PROPOSED NEW RESIDENCE at CONSULTING STRUCTURAL & CIVIL ENGINEERS] scale: 1:100 UNO =m | 0 BDK 16/11/17 | Preliminary Issue — Not for Construction Office: Suite 8/137 Brisbane Road, Mooloolaba g 1 BDK | 04/12/17] Preliminary Issue — Not for Construction LOT 120 CNR SEAMOUNT QUAY é& MERMAID QUAY, NOOSAVILLE Postal: P.O. Box 7117 Job No.: 17-0417 g 2 BDK | 11/12/17] Preliminary Issue — Not for Construction BUILDER: RYAN DESIGNER HOMES Sippy Downs, QLD. 4556 . yy Desi - — - - Ph: (07) 5444 5578 Dwg No.: S16 esigned By : J. SWEET BEng (Civil) (hons) Drawn By: BDK Date: 16/11/17 Web: hrdesigngroup.com.qu Certified By : BR. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date : 16/11/17 va rer Email: [email protected] LINTEL SPECIFICATIONS 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | g | 10 | 11 | 12 | 13 | 14 | 15 | 16
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
01.2 - Engineering Design (issue 2).pdfRelated documentApplication case desk ↗
About this file
- File size
- 4.1 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.