01.2 - Engineering Design (issue 2) · OPW18/0008

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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COLUMN SCHEDULE: BLOCKWORK SCHEDULE:
\ i = MARK | SIZE DESCRIPTION MARK | SIZE DESCRIPTION
° C2 | 75x75x4.0 SHS | Column BWI | 200 Series Blockwork | Reinforced with N12 vertical bars at
C3 200 PFC Column 1800mm max crs. Provide 2 course bond
s C4 150x50x4.0 RHS | Column beam at top of wall as detailed on S11.
2 cS 89x89x5.0 SHS Column
BW2 | 200 Series Blockwork | Reinforced with N12 vertical bars at
800mm max crs. Provide 2 course bond
beam at top of wall as detailed on S11.
BW3 | 300 Series Blockwork | Reinforced with N16 vertical bars at
400mm max crs. Provide 2 course bond
= beam at top of wall and at first floor
ao height as detailed on S11.
BW4 | 300 Series Blockwork | Reinforced with N16 vertical bars at
400mm max crs each face. Provide 2
& course bond beam at top of wall as
JE -— { detailed on S11.
BWI BWI / ,
\ BLI 1090x190 Block Lintel | Reinforced with 1/N16 bar top and bottom.
R10 ligs at 200mm crs. Refer to S11.
a ———— ———_————————l
BL2 390x190 Block Lintel | Reinforced with 1/N16 bar top and bottom.
L8 stirrups at 200mm crs. Refer to S11.
BL3 390x290 Block Lintel | Reinforced with 2/N12 bar top and bottom.
; : L8 stirrups at 200mm crs. Refer to S11.
BL4 590x190 Block Lintel | Reinforced with 1/N20 bar top and bottom.
R10 ligs at 200mm crs. Refer to S11.
Ry
¢ Bing BW4 BWA Ba | BW3
LN VAD LLL VLLLLLLLLLL LLL LL LL
a 3U BL3 BLS BL3 BL3
&
Bwi
C
Vv V SV
po r z fo
a
BW! LBW Lew ov &
A 4 fe t Fi Ht —
Denotes block lintel.
—— Refer S10, S11 & S12 for reinforcing
requirements. Typical.
———————— S|
_ = V1 | BL3
4 = _ 7 TZ, ~ Ee TD 7]
5 | a @ 1d] BWA BWS
— 3
KH es
b
Noxs MASONRY REINFORCING LAYOUT
1. Do not scale drawings.
2. Check and verify all dimensions (G d FI )
prior to commencement of work. foun OOL
Issue|Made By| Date DESCRIPTION PROPOSED NEW RESIDENCE at CONSULTING STRUCTURAL & CIVIL ENGINEERS|Scale:  1:100
=| 0 BDK | 16/11/17] Preliminary Issue — Not for Construction LOT 120 CNR SEAMOUNT QUAY & MERMAID QUAY. NOOSAVILLE Office: Suite 8/137 Brisbane Road, Mooloolaba
& 1 BDK | 04/12/17] Preliminary Issue — Not for Construction Q Q , Postal: P.O. Box 7117 Job No.: 17-0417
S| 2 BDK | 11/12/17] Preliminary Issue — Not for Construction BUILDER: RYAN DESIGNER HOMES Sippy Downs, QLD. 4556 Dw No : S09
a Designed By : J. SWEET BEng (Civil) (hons) Drawn By: BDK Date: 16/11/17 Ws eosenepouy com cu 8 -
Certified By : BR. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date : 16/11/17 Email; [email protected] MASONRY REINFORCING LAYOUT
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