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2015-06-01 General Committee Agenda
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Page 18 of 44
LIFEGUARD SERVICE STORAGE SHED -
GENERAL NOTES
1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH: NOOA COUNCE
<THE DRAWINGS AMD THE SPECIFICATION.
2 ALL DHBCREPANCIES SHALL BE REFERRED TO THE ARCHITECTICTRUCTURAL ENGINEER FOR
CLARIFICATION BEFORE PROCEEDING. HOTIFY THE ARCHITECT) STRUCTURAL ENGINEER WN
AREA OF WORKS - SERVICE LOCATIONS WRITING OF ALL VARIATIONS ARISING FROM THE CLARIFICATION OF THE CISCREPANCY.
Ws the reapanebety of ttm Foryrase to 2. THE MURDER & TO OBTAM CONFIRMATION OF REVIGIONSIMSTRUCTIONS THAT MAY CALIBE A
contact Ihe rebrartt eervice suttorties: VARIATION TO THE CONTRACT WORK, ANY COST ARISING FROM A VARIATION MUST Be
y = to eevee tre exact locaton of SUDMETTED BY THE BLELDER IN WITING. TO THE ARCHITECT STRUCTURAL EMcRBeR fon
ess — suivkun tir ipataehinien APPROVAL, BEFORE PROCEEDING WITH THE WORKS.
J , “ 4. 00 WOT SCALE DRAMINES,
P vs 6 REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS,
, 6. THE BUILDER SHALL CHECK DIMENSIONS ON SITE BEFORE WORK COMMENCES,
fi yi 2 THE CONTRACTOR 19 TO CONTACT EMERGEX, TELSTRA. COUNDIL AND OTHER SERVICE
f Z a AUTHORITIES AND LOCATE DXSTING UNGERGROUND SERVICES PRIOR TO CONSTRUCTION
é F a -_ . a £ 7. ALL DIMENSIONS ARE IN MILLIMETRES OR METRES UNLESS NOTED CTHERYASE (UM.0 }
= > > >" - - 8 ALL WORK AND MATERIALS SHALL BE IN ADCORDANCE WITH THE DRAMMINGS, THE
(i 34 ‘, 4 s BEFORE YOU DIG SPRGIRCATION, AND CURRENT RELEVANT AUNTRALIAN STANDAROS, THE BLELDANG COCR OF
oa + AUSTRALIA, OTHER STATUTORY RECLINEMENTS AMD TD THE SATEXPACTION OF THE LOCAL
A ; Se Di. Mis AUTHOHUTY AND THE ENGINEER.
ea Log 0. PRODUCT TRADE NAMES HAVE BEEN USED TO S8TABLBH 4 QUALITY REGLIREWENT, NO
Pg eet SUBSTITUTIONS SHALL SE MADE WITHOUT THE WRITTEN APPROWAL OF THE EMQINEER.
dg Pacer ea 10. THE STRUCTURAL WORKS HAVE BEEN DESIGNED TO CARRY THE FOLLOWING LIVE LOADS
Toe {AS*17.t} <W% DESIGNER TO DELETE RRELEVANT LOADS:
~ ROOF C25 +Pu
- UGHT VEHICLE CARPARKB 2.5 sPu (13K CONCENTRATED)
a . MEDIUM VEHICLE CARPARK ©. kPa (St CONCENTRATED
: TELECOMMUNICATIONS 11. OBSIGM CARTERIA . WIND (AS11702)
. | SERVICE PROVIDERS SITE WIND SPEED (Vel) = 54 Oris [ULTIMATE WIND SPEEDS
os Toone a TERRAIN CATEGORY - 2
; . | “orrus Telstra TERRAIN HEVGHT MULTIPLIER (Me,ou8)- 1
3 == TOPOGRAPHIC MULTIPLIER (um). 1
OO Raveue Roca Ucrscessom noes Leer SHIELDING MULTIPLIER (Mx) -1
omen crgrntas STHUCTUMAL IMPORTANCE LEVEL (BCA THT 2a} -2
WON-CYCLOREC AREAS - INTERNAL PRESSURE CORFMCIENT BASED OF EFPECTIVELY sean
BULLDOG AND ALL WINDOWS, OOOHS, ROLLE DOGS ETC AME DESIGNED AND CEITIPED sy
SUPPLIER FOR THE ABOVE WIND CRITERGA IN ACOCRDANCE WITH AMES 11702,
12. THE BUILDER SHALL MAINTAIN THE WORKS IM A SAFE. STASLE CONDITION AND ENSURE THAT
ene WO PART {S CVER STRESSED DURING CORETRUCTION. THE CONTRACTOR 6 RESPONSIBLE FOR
THE DESIGN CERTIFICATION AND APPROVALS OF ALL STRUTTINGS. PROPPING, TE BACKS.
on EXCAVATION SHARING. PROTECTION WORKS, OR-MATERING, ETC. MEGERRARY TO CARRY OUT
DRAWING INDEX b-} THE WORK, ALL TEMPORARY WORKS SMALL I ORSIGNED STRICTLY IM ACOGRDANCE WIT THEE
a RELEVANT STANDARDS AND LOCAL &f¢-LAWS TO WITHSTAND ALL EXPECTED AND SPECIrED
wes LOAGINGB AB SET OUT LTHE COURS. Bae ne
RA SCRIPTI STRUCTUMAL ENGINEER ACCEPTS NO RES ONSIRITY WORKS UNLESS
DRAWING NO. DESCRIPTION WORKE ARE INSPECTED AND ARPROVED BY THE STRUCTURAL ENGINEER DURING
WING CONSTRUCTION.
_4rta-sor GENERAL NOTES AND DRA INDEX 14, A MIMIMUM OF 2¢ HOURS MOTICE IS REQUIRED FOR ALL ENOINEERING INSPECTIONS
/——wris-soo i GENERALROTES tne
aArtS GE NOTES 16. INFORMATION REGARDING STORMWATER INFILTRATION PITS 16 TOBE PROVIDED TO THE
14712 - $03 | FOOTINGPLAN, ENGINEER FOR THEIR REVIEW AND NECESSARY INCORPORATION INTO THE DESIGN OF BLALDIKG
a) FOUNDATIONS NOTE THAT A GEOTECH®SCAL ENGINEER MAY BE RECRIFED TO BG ENGAGED FOR
verso FLOORPLAN Ps ¢ wera soa ae
14712 Fl | (QO) & S&S... 10. FOR DETAILS OF ALA STORVAWATER DRAINAGE AMO PITS. RIUFER TO HYDRAULIC CONRULTANT
S6r82+ E08 ROOF PLAN ROOF PLAN pie AO SS aes cel 17. THE CONTRACTOR 19 RESPONINBLE FOR CETERMIMNG THE LOCATION AND DEPTHS OF ALL
14712 - S06 ELEVATIONS ees ieenin EXISTING PIRES ANO SERVICES BEFORE COMVENCEMENT OF WORK Ot STE.
FOR TS ETAT OF COMETPLETIOA MOR DAT) 16. THE FOUNDATION MA TEMIAL MUST BE GAISAHLE OF WITH TANDENG A HEArOND PeeesEUNE OF
pe eee WOT LEBS THAN Sf0ia THE FOUNDATION MATERIAL 16 TO BE CHECKED @Y A REGISTERED
GECTECHMICAL ENGINEER OR APPROVED EQUWALEMT (THE ARCHITECT OR ENGINEER) BEFORE
THE POURING OF THE FOUNDATIONS 55 COMMENCED.
1B THE CONTRACTOR IS TO ORGANISE HIS WORKS SO THAT EROSIOM. CEPOSTTION OF SIT, AND >
STORMONATER RUNOFF FROM THE 308 SITE ODES NOT EXCED THE PHE-CONSTRUCTION RATES oe
Manual of Uniform Traffic Control Devices AT ANY POINT AS A RESULT OF Hl ACTIONS.
ru qn Zl THE CONTRACTOR IS TD PROWDE A PULL SET OF AS-CONSTRUCTED DRAWINGS OF THE _—
DEPTHS, LEVELS, CAMENSIONS AND SZES. >
MOTE AL SIGNS neue Ti 24. THE CONTRACTOR I TO PRESENT UP THE JOG FOR ON4AAINTENANCE AND OFF-MAINTEMANCE
"U0 anes seahae . MSPECTIONS WHEN CIRECTED @ THE ENGINEER WiTH ALL PIPES, ROADS AND ALLOTMENTS OQ
® ani ia FREE OF RUBIES OR SILT AND WITH FOOTPATHS AND PARK AREA SLASHED OR MOWAM AND pw
© L_ US TRAFIC CONT, DEES. _J UNDILRGROUMD SCFCACES OPCNED FOR INERECTION =
>)
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= find beta Hinwin Dansiaion — MEASUREMENT S88 . INCREMENTS ( rem —— ne 1of6 ASee the original
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