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40mm EXPANSION JOINT 40mm EXPANSION JOINT. mA
BLOCKWORK .———>} TO EXPANDITE JOINT . BLOCKWORK\, ——=~ JO" EXPANOLTE YOTNTFILL, BLOCKWORK|, ———= IO EXBANOT TEC IOLATRILL .
1Oxi0 EXPANDITE “SECOSEAL 10xt0 EXPANDITE “SECOSEAL p* 10xE0 EXPANSIVE SECOSEAL
F72 FABRIC. F72_ FABRIC. :
30 TOP COVER. 30 TOP COVER. [ §0°re coven.
— o 1 +R )
O —inans 8 SS += re SS re
peu Oo ben © == py
L Cm : |
2 2
MIN. 50
750 WIDE 600 WIDE 3 C | MIN. 50mm SAND 3 CT MIN, 5mm SAND 3 LC TN MN, 590m Sano
wv SROSSING TO R410 HOOPS @ 400 CAS. NL Me
COUNCIL REQUIREMENTS 75 COVER TO HOOPS 10 HOOPS @ 300 CRS. R10 “n0ors e ise, GAS.
Toonesavesnsnensnsenen sensor ag peggy gen woe  T S 600 c 5 75 COVER TO HOOPS. : 73,COVER, TO
3 Noeays2 BARS TO TOP 800 NO3-Y42 BARS TO. TOP 750 NDS-V1 BARS 70
Si & BOTTOM OF FOOTING, & BOTTOM OF FOOTING. SBot tom OF FOOTING.
450 WIDE STRIP FOOTING. 600 WIDE STRIP FOOTING. 750 WIDE STRIP FOOTING.
Z| Z SCALE 1=20. SCALE 1=20. SCALE 1=20.
s| =
w —
GRATED DRAIN. \ # A Ty
1 7 -
_l TW of a >
| 7 7 7 7 oer prea @.
| BLOCK PIER 5 BLOCKWORK.—31 40mm EXPANSION JOINT.
t WITH avo 2 £72 FABRIC. NOTE: WHERE WALLS ARE NOT RETAINING MATERIAL LEVEL 2. {|
x $ [ 30 TOP COVER. PLACE REINFORCEMENT TO CENTRE OF BLOCKWORK. FINISHED |
o 2 L 2 SURFACE LEVEL. -——————
. = S Ss ALL BLOCK WALLS FROM FOOTINGS TO FIRST SURFACE LEVEL 8
eS SSS FLOOR SLABS TO BE REINFORCED & CORE FILLED.
f —
: ALL BLOCK WALLS FROM FOOTINGS TO rapet | y
: D 2 | v12 HOOPS e 200 cas. OR SLAB BE 200 SERIES BLOCKWORK |-— 209, SEaTES_Lockwork
w “8 E g NOS-Y42 BARS TO TOP PROVIDE OPENINGS IN WALLS FOR SUBFLOOR ACCESS. CORE FILLED
a & BOTTOM OF FOOTING.
8 SOLID WALL : 75 COVER TO HOOPS. wsg,grieren oars Ll] 60
°o : rr a ®@ 400 CRS.
0 i 1200 45mm DEEP TOOL JOINT MADE | MITH BOLSTER 500 LAP) a
vv 1 : FILL_WITH SEALANT REFER SI “4
E fq ev EVERY ND STRAND IN, apni BELOW JOINT. T
cl ABA RE AB IS POURED
a! 2 S 4200 WIDE STRIP FOOTING. NARK’ FORM AT UDINT LOCATION 10. ENSURE
= ! 3 SCALE 4=20. WORK IS DONE ACCURATELY. °
: : 8
: 8
PAL : ' 3 st I | Y12 BARS @ 400 CRS, 8
1/ FHe'StRuctURAL. WORK SHOWN ON THESE DRAWINGS z ---B----- 5 -- - Me - - 3 8 a SELECTED GRAVEL VERTICALLY.
HAS BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: wi i]s 1 Z ,— 8 SELECTED
alt: ; a
‘AREA LIVE LOAD kPa allfiz ! — — —— BAAS @ 400 CRS.
SUSPENDED SLABS 2.00 18 ¢ F SAND "BEDDING. i =| vaates “ NSRIZONTALLYS
: ol |:2 ' g é | Co.p.m. | | APPROVED WATERPROOF |
STAIRS BALCONIES 4.00 || |e : 5 EX 75x75 TIMBER MOULD MEMBRANE . 40mm EXPANSION JOINT.
SYS DIRECTLY BELOW JOINT. 12 STARTER BARS. 40 EXPANDITE JOINTFILL.
WIND LOAD: ig o72 8 ARTE 40x10 EXPANDITE ‘SECOSEAL P*
a/ mers BURL BINS HAS BEEN DESIGNED FOR TERRAIN ‘S —— TOOLED JOINT DETAIL . (T . J.) 500 LAP. Frat F72 FABRIC.
REGSONAL BASIC WIND VELOCITY = S5m/sec cy cu 450 W3DE SCALE 1=40. gonm AGG. 30 TOP ot LeveL 4.
BRICKWORK & BLOCKWORK ross -- To ESF PIPE. fo
3/ ALL BRICKS “SHALL H TAVE AN ULTIMATE COMPRESSIVE : S 3
ALL-LOAD BEARING BRICKWORK SHALL HAVE A : We CGLUMNE ag BONGRETE | 40mm EXPANSION JOINT. £72 FABRIC. STARTER BARS TO an =
MINIMUM COMPRESSIVE STRENGTH OF 8.8 MPa : WAG : 30 TOP COVER. REFER TO_COLUWN DETAIL [ Jy MIN. SOmm SAND
4/ ALL BLOCKS SHALL HAVE A . CHARACTERISTIC : ' : E : | | : FOR NO OF B. BEDDING.
COMPRESSIVE STRENGTH (Fp) Pa. : 3 {|e Se : = beta pe
ALL LOAD-BEARING BLOCKWORK SHALL ty Obs 1 et|S : — 7 7 : =
GHARAGTERISTIC COMPRESSIVE STRENGTH (F'n) OF Blila Shae a : i
: z: : ‘
Silliz $7 ]) 2 : : TYPICAL RETAINING WALL DETAIL.
5/ MORTAR FOR LOAD BEARING BRICKWORK AND BLOCK- ‘z : : :
WORK ‘SHA ch BE 4 PART CEMENT: 4/2 PART LIME: OES AEINPORCE WITH 4 LAYER OF tw & a : : g
1/2 PARTS CLEAN SAND. MINIMUM 28 Wye 30 TOP Coven. —  E ta : : a SECTION
ConpAESSIVE STRENGTH OF HORTEN Eo aes. 4 HP alts 8:11) : : _
—|, NO PLASTICIZERS TO BE USED UNLESS APPROVED BY ois EVilw i \ 2 SCALE 1-20.
aly: we a
6/ ALL PIERS AND WALLS WHICH ARE TO BE CONCRETE elite ' elie
FILLED SHALL HAVE CLEAN QUT BLOCKS LATO AT THE OTs Ee] || = L 3000 L L 2050 | -
ROGTING LEVEL AND ALL MORTAR QROPPINGS SHALL "BE wa {HE \ SHS t 1 1
REMOVED BEFORE CORE FILLING IS COMMENC w 450 WIDE : B Yi as @ 175 Yi8 Bans e 175 {et
et . + 1G
7" WoRAsG eLOckwone WITHOUT PEEOR APEROVGL OF tHe = PAD FOOTING - PF4 & PF3. 78 GOVER To BOTTOM 6 STOES. POST even 2
. . eS 450 WIDE . —
CONCRETE wo = ---+ LL lo,
8/ NO FLY ASH TO BE USED IN ANY CONCRETE. vw GUELY —— =
MINTMM COVER TO REINFORCEMENT UNLESS SHOWN : 410mm_ EXPANSION T —
OTHERWISE SHALL BE AS FOLLOW: JOINT. | STARTER BARS (B
. REINFORCED CONCRETE ___| F72 FABRIC. TO COLUMN. = \,
ELEMENT FORMED & NO COLUMN AS DETAILED. 3 \ =)
SREL TERED | ERPOSED™ |rontGonk 450 WIDE w ! : rot | : Hl 8 Hi-At0 BAR NZ
STRIP FOOTINGS = Somm 75mm 9 1 i Zo] SS 8 Ra aS ee ees @ 250 CAS.
COLUMNS 40mm SOmm 75mm . = \ : a a ee 7
WALLS AND SLABS 20mm 40mm 65am Ss \ : : S|
BEAMS 25mm 40mm 65nm a we ee eee ML LL 8 - } LEVEL 4.
be! ' : 3 T a
9/ NO HOLES, CHASES OR EMBEDMENT OF PIPES ovHeR 5 1 \a00 cos.
' SHALL BE RABE CIN GONGRETE MEMBERS. WITHOUT PALOR wl 2 ’ -
APPROVAL OF THE ENGINEER Os >! COLUMNS C1-C3.
Sle 3 : / SCALE 1=50.
2 ' : L 3400 | L 2450
so/ cee BRESSURE, OF” S00Kr. > BEEORE ANY CONCRETE 3} }]& 1 : 1 7 1 1 Y20 BARS @ 175 |
a x : ‘i S en
Brahe te BE Vi Tener REATING CAPACITY OF AEEORT, 3/2 1 : a ° TO} oes. MAK. CAS
- & _ ya ‘eoven TO BOTTOM & SI
IF ANY, FOR SPECIAL REGUIREMENTS. 600W é tw PAD ,EOOTING PFe.
11/ PROVIDE BAR CHATAS AT 600 CENTRES BOTH WAYS cap- ct
12/ cononeTe GOHPONENTS AND QUALITY SHALL BE AS 600 WIDE Aio Hoops. 480 250
ELEMENT stump | max. age.] Fic
. Y12 BARS TO TOP
SIZE__| wpa & & BOTTOM OF FOOTING.
FOOTINGS & GRouND | 50-100 20 20 S Y42 BARS TO TOP
FLOOg SLAB 600 WIDE & BOTTOM OF FOOTING. — Y12 BARS To TOP °
SUSPENDED SLAB 75-100 20 INT 25 & BOTTOM OF FOOTING. 3 ato Hoops ;
AND COLUMNS ExT 40 . 7 4+— 819, Hoos
@ 250 CRS.
DRIVEWAY 75-100 20 20 FOOTING & SLAB PLAN. 3 50 COVER 70
CORE FILL 4125-475 10 17.5 SCALE 4=100. 7 s Hoops.
$3/ FORMMORK SHALL BE_IN ACCORDANCE WITH A.S. 1509 . NO2-Y12 CORNER BARS TOP“S“BOTTOM~-— c= NOS=Y20.
ID SHALL REMAIN IN POSIT: Y42 CORNEA BARS TO TOP TO 450, 600 & 750 WIDE FOOTINGS. 4), ne
aN DAYS FOR WALLS AND COLUMNS & BOTTOM OF FOOTING. NO3-Y12 CORNER BARS i & BOTTOM *
34 DAYS FOR SLAgS TO 1200 WIDE FOOTING;
BEAMS .
ReFER ARCHITEETS DETAILS FOR FINISHES.
0 TOP.
14/ PROVIDE 2 LAYERS OF MALTHOID Y12 BARS T 6.
IMILAR BETWEEN ALL LOAD R10 HOOPS. & BOTTOM OF FOOTIN
BEARING WALLS AND CONC SLABS . 480 Y42_CORNER BAAS
10 TOF & BOTTOH oF :
FOOTI :
TYPICAL CHANGE. IN FOOTING WIDTHS cuan T
SCALE 1=20 TYPICAL F OOTING CORNER DETAIL TYPICAL FOOTING INTERSECTION :
SCALE 1=20. Le .
a ISG ‘
scales 1-400 1-50 1-20 i=40
SUNSHINE DESIGN CONTRACTOR TO VERIFY ALL DIMENSIONS |42 UNITS, FOOTING & SLAB soe a Salo ULB
DJ Brown & Partners Pty Ltd | surte 136 SUNSHINE BEACH AD ano LEVELS On woe erone CoMMENCNG | DOUGLAS STREET, PLAN /_ CONCRETE
Consulting Engineers NOOSA HEADS GLD 4567 sn nee OR MAKING ANY WORKSHOP |GSUNGHINE BEACH. DETAILS. 895022 001 A
: AW I i
88 Neil Street, Toowoomba z 2 NOTIFY ENGINEER IMMEDIATELY OF ANY job_number a puntee issue}
. eee
Queensland, 4350 (076) 328599 | sont ee pee ee DISCREPENCIES. Job shown _on_this_drawing sheet___of ened!
iif nT grape ip maT
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