Attachment 2 - 1989 Approved Plans

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PROVIDE FIRE DAMPER AT ENTRY POINT.
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FOOBA SHIREICOUNCIL
THIS PLAN AND SPECIFICATIONS, IF ANY, ARE
ASE VEG SUEVEGT [O COM = +
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& CEILING MOUNTED REGISTER
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MOUNT FAN ON TOP OF RISER SHAFT.
HEIGHT OF SHAFT 2200 ABOVE ROOF
OR AS APPROVED BY LOCAL AUTHORITY.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
         
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOT ENSTALL SUBDUCTS TO ALL_ENTRY POINTS IN THE RISER SHAFT.
~---4 SUBDUCTS TO BE IN ACCORDANCE WITH ASI668 — PART |
CLAUSE 't. |. 2 AND APPENDIX A.
|
LEVEL 5
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: SUNSHINE DESIGN - CONTRACTOR TO VERIFY ALL DIMENSIONS 12 UNITS, MECHANICAL — ae
DJ Brown & Partners Pty Ltd | Sutfe Nae SinsHine peacu eo mo Leveson Jom efor comenone| NOUSNAS STREET, VENTILATION : =
Conaviting Engineers NOOSA HEADS QLD +567 J onAWNe® MAKING WORKSH SUNSHINE BEACH. DETAILS SHEET 2 895022

88 Nel Street, Teowoamba 7 bauer BCE Ml rear Peeflet ae NOTIFY ENGINEER IMMEDIATELY OF ANY job_number

Queensland, +350 (076) 328599] client event | date | datails jail. DISCREPENCIES. . job shown on this drawing sheet of

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     
 

           

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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 )
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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 —
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1 7 -
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| 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
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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}
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Queensland, 4350 (076) 328599 | sont ee pee ee DISCREPENCIES. Job shown _on_this_drawing sheet___of ened!
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LEVEL _2-FRAMING PLAN. i
TRANSITION SLAB. LEVEL, 2-TOP REINFORCEMENT PLAN. LEVEL 2-BOTTOM REINFORCEMENT PLAN.
SCALE 1=100, SCALE 1100, SCALE I=100,
NOTES ON PLACING PLANS ~
NOTES: UBS, SERTES BLOCK WORK — J
° 150 SERIES BLOCK f 4 °
1. CONCRETE STRENGTH: Ba A2-Y16 BIS. B31, A25-Y16 UPSTAND. WY] BRICKWORK. —or- B30 25-16,
SUSPENDED SLA SLAB & Cae f F'C = 25"Pa a [ a 831. A26-Y16 838. r || 8 g L f
Z ALL BARS Mag esco UNS hates t - = | — E (| s — |
3 TIN, REIN ORCEMENT LAPS: _~
| Y18 - 500mm g Oo G = eel \ gl
_150250_y +42 y y 200250. * BAR CHAIRS ARE ARE TO BE usen AT 600mm 8 " 2 — =
4 # = 5 oon ANG ETH. SLAB REINFORCEMENT BOTH WAYS F< =
No OF At BARS 4 oc 3 \ \ a
a Y r L zio-ver Lys :
BAR MARK =| f 13, zI-v16 \_ au
a ea a CONCRETE SLAB LL 1-128 zn nactnoro :
a Set SS r = t “NE ssanutn| 9,
SEAB TOP REO. 2 INTERNAL SECTION SECTION {B : ren ,
. SLAB BOTTOM REO 3B EXTERNAL SCALE 1-20. SCALE 1=20, Lo) P gle
SUNSHINE_DESTGN wee
CONTRACTOR TO VERIFY ALL DIMENSIONS 2.
DJ-Brown & Partners Pty Ltd | sutte 136 SUNSHINE BEACH RD inp Cevels ov Joe serone conmencna | Hay ANT TS: cet LEVEL ND Same ae
‘Consulting Eng:neare NOOSA HEADS QLD +567 ANY WORK OR MAKING ANY WORKSHOP TSUNSHINE BEACH, REINFORCEMENT PLANS/| gqso22 | 002 |A
(88 Ne! Street, Toowoomba | DRAWINGS SECTIONS & NOTES.
Queensland, +350 (0767328599 must cn NOTIFY ENGINEER IMMEDIATELY OF ANY job_number drg number___|issue
— cient iT date [aetaie DISCREPENCIES, shown _on_this_drawing sheet of checked

 

 

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LEVEL 3 & ‘t-FRAMING PLAN. LEVEL 3 & t-TOP REINFORCEMENT PLAN. LEVEL 3 & %-BOTTOM REINFORCEMENT PLAN.
SCALE 1!=100, SCALE !=100. SCALE 1=100.
Y2 B7. Az3. A28-Y20. ° ° °
aza 8 88, Az. my =. 4 2 Bl. Aa. R
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4 zioven— Xx ZU-Y20, naa ™ 76
SECTION SECTION (B\
SCALE 120, SCALE 1=20. Le)
SUNSH CONTRACTOR TO VERIFY ALL DIMENSIONS 12 UNITS, LEVEL 3 & 4, scales t=100 _1=20
‘D J Brown & Partners Pty Ltd SSH NE OE STON TNE BEACH RD AND LEVELS ON JOB BEFORE COMMENCING |AOUGLAS STREET, FRAMING ANC grawo ~ Gate _Wuy'6s ;
Consulting Engineers NOOSA HEADS QLD +567 ae wine, on MAKING ANY WORKSHOP SUNSHINE BEACH. REINFORCEMENT PLANS/| gqs5o22 coos =s|A
88 Nei! Street, Toowoomba — NOTIFY ENGINEER IMMEDIATELY OF ANY SECTIONS. yob_number drg_ number issue
Queensland, +350 (076328599 | ciien no rad OISCREPENCIES job shown_on_thie_drewing sheet___of checked
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SECTION SECTION /B \
SCALE 1=20. a, SECTION “ E :
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SUNSHINE DESIGN seales__(ni00_ "20
DJ Brown & Partners Pty Ltd SUITE | 38 SUNSHINE BEACH RO nD LEVELS ON 108 BEFORE COMMENNG | HEN Le oer SOE Ne AND araen a _|oate
Consulting Engineers ANY WORK OR MAKING AN’ if
Queensland, +350 qnilmel caer NOTIFY ENGINEER IMMEDIATELY OF ANY IN job number drg number issue
— (076)328599_| client event] date | details intiat] DISCREPENCIES shown on this drawing sheet of checked _]

 

 

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Page 15

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 
    
 
    

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

  

 

 

 

   
   
   
 
 
 

 

   
 
 
  
     

 

  

  
 
 
    
   

   

 

 

 

 

 

 

 

 

 

   
  
 
  
 
 

 

 

 

DJ Brown & Partners Pty Ltd

Consulting Engineers

 

SUITE ! 36 SUNSHINE BEACH RD
NOOSA HEADS QLD +567

 

 

 

 

 

 

 

CONTRACTOR JO VERIFY ALL DIMENSIONS
AND LEVELS ON JOB BEFORE COMMENCING
ANY WORK OR MAKING ANY WORKSHOP

12 UNITS,
DOUGLAS STREET,

STAIR DETAILS seas ie
LEVEL | TO LEVEL 5

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tool | 1200 VERIFY L 6 GOINGS @ 250 = |
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STAIR DETAILS 8
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STAIR DETAILS
—
LEVEL 3 TO LEVEL +
SCALE 1=20.
DESIGN scales /=100

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

IE BEACH,
8B Nei! Street, Toowoomba DRAWINGS SUNSHINE 8 895022
Q land, +350 the NOTIFY ENGINEER IMMEDIATELY OF ANY job_number
veensian (076) 328599 | chent ae Panad OISCREPENCIES job shown_on_this_drawing sheet of
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