07/0604 - Response to Information Request [As Published] · 142007.604

 

 

 

 

 

 

   

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

   

 
       
    

 

 

 

 

 

 

 

 

 

 

          

 

                

 

 
 

  

    

             

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

oa 350 MAX 4/512, 350 MAX OU Coes SUCTION SPEC ATION "
= PROVO 2/517 HOR tn 300 MAK 3/512 Fame rl s0rs m once TE gE | wens vets
~ L A MATERY tt .
So oak TO,AND BIN At sxooarh Box REFER PLAN Younis TERUALS TOBE Wy ACCORDARCE WITH AS7783 CONCRETE SWING POOL CODE AND LOCAL AUTHORNTYS, ALL ermAe Aba MATERIALS SrALL BE ACCORDANCE TH AS98 + THESE oRawcs SHALL BE READ CORA Wt ALS AE A OEE os
Cc NG REQUREMENTS. j vel. CSA TAN 3 v0 DWSCREPANCES SHAAL BE
ESL WATER LEVEL " + ALLSLABS OH GRD 10 BC CAS) GA WhTEE ROE MEMO OA Sane sp A110 RED Ta Ne SUSTRRTENIONS Pan OE CeO PROCEEDING WITH THE WORK,
A 2 A 2. POOL FILLING £ Son BACKFL ys UAT FLOOR HAVE RE, cm (DeTEie VER EGR LIE AN AS 10 BE ETTSOED A NigbtON OF 20tme DEWAN THEY AE oF
I | we 2 Uc or Tos cae UNTIL WALLS 2 FLOOR RAYE REACHED DESHON STRENGTH {HTP ahs, MRSA TBE ect me Ful nee Tete gic Sc TANT. LAP hry usb oT eu ENED BY
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Mit het eh tod [ siz extra tec “t + PRO A TT Rae ACOA YH AAA tg RESPOPTOOLE Hom Wider Adee HE -
Au ST PONT e 4 A ONCE TORE PRESSURE “ence COHPRESSVE STRENGTH OF 3782 | RAO ORE OLED : ee ee es Saal is vin. SterSSD
7 FET TO EXOS (HO FOOTINGS, THE,
HYDROSTATIC VALVE WATERPROOF + COMGRENC QUALI Sada GE MOROUAL CLASS, LALESK aTED OTHERWISE OA Ge ice oF i toe es Sul BE GOT AED BY TEST TL
CEMENT RENDER, SAL CONCRETE ON PLAN 70 BE Bion RDM UAL ESS HOTED OTHERWISE, Rowan Acco sone iho Seon OF O96 STRUCTURL SAL BF CARRIED
—— VV SKIMMER BOX LS OED OMSL SO Howe vBen Fe ENON, A Her SMALL BEMAMTARGO A STAG AL i
>= 6 ALL REAFORCEMENT TOE HOT ROLLED DeFORHED BARS “8 + COMGRTE STHENGTNS FOR PART ULAR ELEMENTS SHALL BC AS FOLLOWS, URES NOTED OTHERWISE.
je PLACED CENTRALLY. Lf ee ea a SHALL Of A ACCORDANCE WATH THE RELEVANT CURRENT
. 1, CROSS RODS NOT NOTED 10 BE Sty @ 309 (RS. ape comm amare ¥ TATUTORY AUTHORITICS REQUIREMENTS,
IN GROUND DETAIL 1 ALL BARS TOHAYE A i rr Sarto onenwet
WATER LEVEL, ASME {eg se, roars wes ’ At ttyl ae Domessen hens
350 MAX , Na OPORTO AarYE Sem cen TOGROUND FACE, (WHERE A SECOND LAYER OF REQFORCEMENT 1S USED COVER IS, ‘SLABS Ot GROG. es ‘toot hats
275 MIN 10 BE 4mm 70 WATER Fi COVER TO TOP STEEL OF COP WG 10 Pie FRGH TOP OF CONCRETE. COVER to BOTTOM STEEL
$12. BARS @ 300 REFER PLAN COPING IS TO BE Atten FROM BOTTOM CF COHCRETE, BORO NS nen war = ALL FOOTING EXCAVATIONS SHALL BE CLEANED OF LOOSE armas owt
CRS EACH WAY. + t = WHERE VERSED FOUMDA TION MATERIAL 15 BELOW THE UNDERSOE OF FOOTONGS AS DEFARED,
— WATER LEVEL, 18, SPUCES HN ADJACEKT ENFORCEMENT BARS 100E STAGRERED, . ero ee ae DACHPRL ADOUTIONAL EXCAVATION WITH We AK NIX CONCRETE,
F ot 1 l x| 2 ft cece to tom . caus we + SOLS OF FOOTINGS SHALL BE FORKED AS MECESSARY WHEN EXCAVATED FACE (8 WOF STABLE,
af tL MAI DRAGS LINE \ 2 ome 1 48 FFL HATURAL Sk OR OUYALDNT RETA WALL ETC AS Sopant. = ~ AL AAS Av coupons SAL COMCENTR.Y SUPPORTING FOOTINGS, LES OTE
3 RECNFORCEMENT AS 1, SUPPORTING SOL TO BE SOUND MAT URAL SOK, OR WELL COMPACTTO FALLING WITH BE ARNG CAPACITY AT AY DEPTH HOT + THE COUTBACTOR TOMO Te y tne SuperedTE OK HT oe wren OF AY kobe tues 19, 5
a [r— DETALED So COVER ‘ (BE USEO 91 THE CONCRETE MIX. Ma ADMIXTURE S 10 BE USED WITHOUT WRET TZN APPROY: : approver  OACAVATIONS SocAtL NOT EXTEND BELOW A ,
— Ph] 27517 BARS EACH SIDE g al TO WATER FACE. UEs5 UN Bara 5 a estan AChE WL ma BE PO ede ra Os TI SeeaS YR ae hur raaee eet weeeck CONT OF Un FOSS,
300 DEEP —
18, Tes OLS APPLES FOR A cron PROC - SIPC IRMA SICtL won ares
RUBBLE PIT. — HYDROSTATIC VALVE > FSi. REMAINING DET ACLS Seas rats rane won Hiatrakitum sa caBnOR UIT ee COOERETE ESTING «ALL TERT CHALK BE AY “PODECT ASHESENT” {50 aSse¢e [ALL WORKDUMo? AND MATERIALS SeALL BM ACCORDANCE watt ASatoe
50050 ea 'S PER ABOVE. ESS TAN TWEE Th DEPTH GF FHE RAL AT fH€ POOL 1S REGURED BEYOKD THE OGL WALL. ALL FORRWORK FO BE OLSHONED, CONSTRUCTED AiO REMOVED ACCORDANCE WTA AS20I0, .
" a . ‘ar FOR) TOBE AY ACCORDANCE yATHAS 3A 4 + ALL WELDS deren CONTINUOUS £1 [0 ACL ROUND, UNLESS WOTED OTHERWISE.
M AIN DR A | N DE T A IL S T E p DE T A Ik zy 18, DESIOH T0.BE HOD # CXCESS GROUAD WATER 1S EACOUNTERED DURAN EXCAVATION ? FORL STRENGT BUTT WD.
“ int Bet Or rtintea rc
QUT OF GROUND DETAIL 1, ALL OMENSIONS OM SITE PLAN SHOWHEG THE POSITION OF THE POOL ARE 10 THE WATER FACE, a ace Fae oe ve ola em IL HAYE A tm yy WELDS HALA BE USED FOR WELDOWS OF ALL Stn Tuy
+ i
COPING BEAM TYPE A 16 POOL CHER TO 6E OF ORMED THAT AM ELENENT OF RISK TC THE POOk STRUCTURE 1S ATYOLYED IF [6 POOL ts ENPTIED. + HHGHUM COVER TO ALL REBPORCEHEKT, UR ISS MOTTO CTMERWTSE SHALL BE AS FOLLOWS « WORK 10 BE HOT OB GAL VANWSED,
TENT TaD TaRoT i rowed. FS TORE Wi 8 675, UNLESS MOTED OTe,
wae geet, RBH | risa couehr ne CMTRACOR HA SH re WER
4 n FLIER DVSCHARGE TO COUNCIL OR WEATIRN DHT FOR EVE.
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ae \ a . wie x “ “ i = ROCKO SHALL OT BE FALED 10 A EXOT OF GRATER THEN 26mm, CURD AIT OME POUR, }
| “| . I‘ ey marca é Tao "eg mee anes iit tn  etO0N i
| | - t Puy, 1 i” M M : + BLOM ALL FERNS FOR ARQIETEC TURAL DETALS,
: ere W WORKMANSEP SHALL COMPLY yaTH AS3100,
| of ; 5 DIAGRAMMATIC WATER RE TICULATION Saree anoint were
| * | | WORT AA SHALL O FOXED AY HECMAIDC AL Mt eS My ACCORD ANCE WITH AS 4123 1M THE FOLLOWING
——+ ee I NT» WYORTATEO LM SCLEAN A SAI
mac erts = MONCATES BRACANG WALLS. ‘SUPPORING CHARS SHALL BE Hoe Ldelinalien!
FOR FABRE, (00mm FOR BARS ' DOAME ER, FOR BARS aD
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Hoon roto ume scave nate sncern ROOF FRAMING PLA ~ SM ane aro wocrans su oc semana ne arreran + gent comme yi FULD tH TOF,
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SAS TS LOR ee AD CAT wR NSS Y ~ ~ i: ~ ALT Smut Em coRa OHM ATLA Te rD M AROATO + GROUT PLUG SHALL BE THOROUGHLY ROODHO UNG A LAM ROUND BAR.
: A \ + FAS) LABOUR LOOK PORTCAED KH min TRO PCE OF ALJ, RE WALLS AD SLAB TEENS PARAL TBA Temes
+ + ALL TONER CLEME) CONS TRO Te iu i mW Tt iM
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ESTO ROS. NZ “100.0 BLOCIWALLS WITH me SS ANGLE. i ~ once puede ssi A mE,
f/m ~ UNS BLS TO BEARER, 2/M0D A
. ——S = NSS CHRMICAL ANCHORS, DOO CCUG CTS 5 PORCENCA Tt cE O-CLCAR PAE AO WrTHOUT APPMCYL CY THC St ENOL
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PROPOSED ADDITIONS TO RESIDENCE AT RIENMAC prio sex vreaor | FRAMING PLANS uy PT [one 7
20 BAYVIEW ROAD, sesesces sec, CONSULTING COV & STRUCTURAL ENGINEERS | | DETAILS AND NOTES
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E:\Rlenmac\06\Small Jobs\262141 « 20BayviewRd - Martoo\262141.dwg, 15/06/2007 9:11:50 AM, 150 AL, 1:100