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08/0169 Information Response to DERM - 71 Seaview Terrace Sunshine Beach · 132008.169
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REINFORCED CONCRETE SPECIFICATION FOR CONTIGUOUS PILING
EXTERNAL DURABLE CONCRETE I. CONTIGUOUS CONCRETE PKNG TO BE 600 DIAMETER TO DEPTHS INDICATED ON PLANS AND SECTIONS.
EDITION OF - AS 3600 - SAA CONCRETE STRUCTURES
AS 1379 - READY-FIXED CONCRETE CONCRETE STRENGTH F'C: 32MPA. THE CONCRETE MX DEISGE IS TO BE DESIGNED BY THE CONTRACTOR
1. ALL EXTERNAL CONCRETE IS TO BE S40 I SLABS ON GROUND TO BE S32 I N TO SUIT HIS INSTALLATION EQUIPMENT, INCLUDING ANY APPROPRIATE PLASTICIZERS OR RETARDANTS.
THE CONCRETE MIX SHALL BE APPROVED BY THE ENGINEER ACCORDANCE WITH AS 1379. - MNMJM EXTERNAL COVER 10 BE SO,*.
BEFORE USE - REFER ALSO TO DURABLE CONCRETE NOTES MINIMUM CONCRETE COVER TO BE 15W. THE PILING OPERATION MUST BE CARRIED OUT IN SIKH A WAY
2. CEMENT COMPOSITION BY WEIGHT TO CONS67 OF 7S % TYPE GP CONFORMING TO
3 THE 28 DAY CHARACTERISTIC COMPRESSIVE STRENGTH OF REINFORCED CONCRETE I1-CI AS TO COMPLETELY AVOID THE RISK OF NECKING IN THE PLES, SO WITHDRAWAL RATE O THE AUGER
REQUIREMENTS OF AS 3912, 20% FLYASM CONFORMING TO REQ(EMNiS OF AS 3582.1 PART
MAST NOT BE LESS THAN 40 MPG UNO HI.EM (EMENTITIOUS CONTENT TO AND GROUT PRESSURES MUST BE CO-OIONATED TO ENSURE A FULLY ("ACTED TOTAL (ROSS
1, AND 5% -KAOIIE- FLYASH. KAOITE IS A BRANDED PROPRIETARY PRODUCT BY CEMENT
BE 450 k0/IR1 MAXIMUM WATER CEMENT RATIO TO BE 04 SECTION ALLOWING CENTRAL PLACEMENT O THE REINFORCING CAGE. THE PILES SHALL FORM A FULL
AUSTRALIA, AND SHOULD CONFORM WITH TIER PRODUCT SPE(FKATION.
CONCRETE SLABS ON GROUND TO BE Ft = 32 MPa (532)
CONTACT CONTKAJOUS STRUCTURE.
3. SLAWS SHALL BE AT LEAST 100MM, BUT MAY NEED TO BE HIGHER FOR CONSTRUCTION
MASS CONCRETE PIERS TO BE F'E . ZSMPa IS25) REASONS SUCH AS PUMPING. SLUMP TOLERANCES, TESTING FREQUENCY AND REJECTION 2. NOMINAL DEPTHS O CONTIGUOUS PILINGS ARE INDICATED IN THESE DOCUMENTS BASED ON THE
4 THE TEST RESULTS ARE TO CONFORM WITH THE ACCEPTABILITY REQUIREMENTS OF CRITERIA BASED ON SLUMP SHOD BE N ACCORDANCE WITH AS 1011.1 AVAILABLE SOTS INFORMATION.
THE CURRENT EDITION O AS 3600 (PROJECT ASSESSMENT REQUIRED) 4. MAXIMUM (WATER CEMENTITOUS CONTENT) RATIO FOR MX TO BE 0.4. USE OF MGM THE CONTRACTOR MST REVIEW THE SOIL CONDITIONS N THE SOL REPORT, AND STUDY Tit AVAILABLE
S INC MAXIMUM SIZE O AGGREGATE SHALL BE 20mm RANGE WATER REDUCERS (PLASTICIZERS) ARE ALLOWED 10 MAINTAIN REQUIRED SLOPS ACCESS ON SITE, TO ENSURE THE PROPOSED EQUIPMENT IS
6 THE CONCRETE SMALL SLUMP TEST AT NN.. UNLESS OTHERWISE NOTED WITHOUT ADDITIONAL WATER. SUITABLE FOR THE PROJECT. DEPTHS AND DIAMETER OF CON76UDUS PILING MAY BE VARIED AT THE
7 ALL CONCRETE TO BE VIBRATED
S. INTENSE COMPACTION OF ALL CONCRETE ELEMENTS IS REQUIRED. A COMPLETE DISCRETION O TOO CONSULTING ENGINEERS DR GEOTE(HNICAL ENGINEER DEPENDING ON CONDITIONS FOUND
8 NO HOLES OR CHASES OTHER THAN THOSE SHOWN ON THE STRUCTURAL
DOCUMENTATION OF THE INTENDED COMPACTION METHODS IS REQUIRED TO BE SUBMITTED BY ON SITE.
DRAWING SHALL BE MADE IN CONCRETE MEMBERS WITHOUT THE PRIOR APPROVAL
THE CONCTRACTOR, AND FORMS PART OF THE REQUIRED TENDER SUBMITTAL DOCUMENTS. ALL 3. THE CONTRACTOR SHALL RECORD ALL RELEVANT CONDITIONS ENCOUNTERED ON SITE INCLUDING
O THE ENGINEER
METHODS MUST FOCUS ON THE GENERAL REQUIREMENT TO GUARANTEE OPTIMUM COMPACTION VOLUMES Of FILL REMOVED, LEVELS OF GROUND WATER. DEPTH TO VARIOUS SOILS EG. DENSE
9 PLASTIC CHAIRS TO BE USED TO SUPPORT REINFORCEMENT AND GIVE THE
AT ALL EXTERNAL SURFACES. SAND / ROCK ETC. DEPTH TO BASE O PILES, AND VOLUME Of CONCRETE USED IN EACH PILE.
CORRECT CONCRETE (OVER
6. PRE-CAST CONCRETE SHALL BE COMPACTED USING RIGID STEEL FORMS ON VIBRATING 4. THE SITE SHALL BE PROTECTED BY ADEQUATE APPROVED SILT AND EROSION CONTROL.
D UNLESS OTHERWISE NOTED ON THE DRAWING THE CONCRETE COVER TO THE
TABLES AND / OR FORM VIBRATORS.
OUTSIDE FACE OF ANY REINFORCEMENT IS TD BE AS FOLLOWS - 5. TO PRESERVE AND PROTECT THE EXISTING TREES, IT IS ESSENTIAL THAT THE
1. TO MINIMISE THE INCIDENCE OF PLASTIC SHRINKAGE CRACKING, THE USE OF A PROPRIETARY
CONTRACTOR EXERCISE EXTREME CARE WHEN CONSTRUCTING THE CONTIGUOUS
STRUCTURAL CAST AGAINST FORMS COMPLYING WITH ALIPHATIC ALCOHOL PRODUCT TO MINIMISE EARLY AGE MOISTURE LOSS THROUGH EVAPORATION
MEMBER AS MN SAA FORMWORK CODE CAST AGAINST PILED WALLS.
OTHER IS MANDATORY ON ALL FLATWORK SURFACES OF CONCRETE PLACEMENT WORK. THIS PRODUCT
NOT EXPOSED TO EXPOSED TO WEATHER FORMWORK OR SHALL BE APPLIED AS A SPRAY, OR ROLLER APPLIED, IMMEDIATELY AFTER SCREED AND 6 ANY TEMPORARY It BACKS MST BE REMOVED FROM ADJACENT PROPERITIES AFTER
THE GROUND COMPLETION O CONSTRUCTION.
WEATHER GINMIO WATER GROUND WATER OR BULLFLOATING Of THE PLASTIC CONCRETE SURFACE. IT SHALL BE RE-APPLIED AFTER EACH
OR FRESH WATER FRESH WATER
SUBSEQUENT WORKING Of THE SURFACE. THE PROPRIETARY ALIPHATIC ALCOHOL PRODUCT 7. AS THE FINAL DEPTH OF PILING ACROSS THE ENTIRE PROJECT MAY VARY
PAD FOOTINGS
O PILE CAP MUST BE NOMINATED IN THE SUBMITTED TENDER. ALONG WITH AN INTENDED APPLICATION DEPENDING ON GROUND CONDITIONS, THE CONTRACTOR SHALL PRICE THE
DESCRIPTION. BOTH OF WHICH ARE REQUIRED TO BE APPROVED BY THE ENGINEER. WORKS BASED ON THE NOMINAL PILE DEPTHS SHOWN ON THE DRAWINGS.
STRIP FOOTINGS so IS AND FINAL PAYMENT FOR THE CONSTRUCTED PILES WILL BE BASED ON
NOTE ALIPHATIC ALCOHOL S NOT A CURING PROCEDURE. AND IN NO WAY REPLACES CURING D 19.1110 FOR APPROVAL
CNUINS O SB so n THE ACTUAL DEPTH OF PILES INSTALLED ON SITE, COSTED AT THE
ALL TYPES L CURING SHALL CONSIST OF THE FOLLOWING METHODS APPROPRIATE AGREED RATE IN THE CONTRACT. C n.T110 FOR APPROVAL
WALLS DAIS CURING OF SLABS BULL BE CUED BY EITHER WATER (IRK BY CONTINUOUS SURFACE 6. THE PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION B 12.1110 PRELIMINARY 651 TO CONSULTANTS
B ST AI RS
41 so AS
PODING OR BY AN APPROVED SPRAYED OR ROLLER APPLIED CURING COMPOUND. DAMAGE, OR OTHER DEGRADATION OF ADJACENT STRUCTURES, SERVICES A 28.10.1 PRELMIARY ISSUE TO ARCHITECT
BEAM 41 so 65 WHERE CONTINUOS WATER CUEING IS ADOPTED, THE CONTINUOUS PERIOD SHALL LAST ETC. DUE TO PILING OPERATIONS. ANY SUCH DAMAGE INCURRED IS TO
FOR 14 DAYS. ONE METHOD DE ACHIEVING WATER CURING IS 70 POD THE SURFACE BE RECTIFIED AT THE PILING CONTRACTORS EXPENSE
11 CONSTRUCTION JOINTS WHERE NOT SHOWN SHALL BE LOCATED BY THE ENGINEER WITH 2" WATER USING CLEAN SAND TO DAM THE SURFACE. THE WATER SMALL NOT 9. THE CONTRACTOR SHALL CONCRETE GROUT ALL GAPS IN CONTIGUOUS PILED WALLS.
12 THE FACE OF ALL CONCRETE AGAINST WHICH NEW CONCRETE IS TO BE POURED BE ALLOWED TO DRY OUT. WHERE A PROPRIETARY SPRAYED OR ROLLER APPLIED 10. THE CONTRACTOR SHALL CO-ORDINATE WITH TOD CONSULTING, REGARDING TEMPORARY
13
SHALL BE THOROUGHLY SCABBLED AND WASHED CLEAN
ALL CONCRETE SURFACES ARE TO BE CURED BY AN APPROVED METHOD FOR FOURTEEN
CURING COMPOUND IS USED, THE PRODUCT SHALL BE NOMINATED AND REQUIRES
APPROVAL BY THE ENGINEER. THE PRODUCT SHALL CONFORM TO REQUIREMENTS OF AS
PROPPING. TIE BACKS AND PILING PROCEDURES, TO ENSURE PILES ARE NEVER OVERSTRESSED
DURING CONSTRUCTION, AND OVERALL SAFETY IS MAINTAINED. PROPOSED RESIDENCE
(141 DAYS IMMEDIATELY CONCRETE IS HARD. AND PROTECTED BY PLASTIC SHEET
14 FORMWORK TO SUSPENDED SLABS TO REMAIN IN POSITION FOR FOURTEEN (141
3700 "LIOUID MEMBRANE FORMING CURING COMPOUNDS FOR CONRETE", AND MUST
ACHIEVE EFFICIENCY RATING OF MINIMUM 90%, WHEN COMPARED TO CONTINUOUS WATER
11. THE SET OUT OF CONTIGUOUS PILING MUST TAKE INTO ACCOUNT TYPICAL CONSTRUCTION
TOLERANCES FOR LOCATION AND INCLINATION, TO MAINTAIN ADEQUATE CLEAR CAVITIES
LOT 1
DAYS AFTER POURING, PROP TO 28 DAYS BEHIND DRY WALLS.
15 FOR SLABS ON GROUND, ALL TOPSOIL AND UPPER STRATA CONTAINING ORGANIC
•
CURING.
CURING OF FORMED WALLS MAY BE CURED BY EITHER LEAVING THE SHUTTERED
71 SEAVIEW TERRACE
MATTER IS TO BE REMOVED AND REPLACED BY AN APPROVED CONSOLIDATED
FILLING MATERIAL COMPACTED TO 95% MMDD IN ACCORDANCE WITH AS E 21
FORMWORK N PLACE FOR A PERIOD OF 14 DAYS OR BY AN APPROVED SPRAYED OR
ROLLER APPLIED CURING COMPOUND, APPLIED IMMEDIATELY AFTER THE SHUTTERS ARE SCREW PILING SUNSHINE BEACH
16 BAR SCHEDULE -
N - HOT ROLLED HIGH YIELD BARS TO AS 1302
REMOVED. WHERE A PROPRIETARY CURING COMPOUND IS USED, THE PRODUCT SHALL
BE NOMINATED AND REQUIRES APROVAL BY THE ENGINEER. THE PRODUCT SHALL
1. SCREW PILES SHALL BE GALVANISED STEEL (HS FILLED WITH 2SIPA CONCRETE GROUT. for A. SLINGER
S - HOT ROLLED DEFORMED BARS TO AS 1302 PAINT TOP 2.OM WITH 2 COATS HIGH BUILD MARINE EPOXY - INTERGAR0 278.
RF - HARD DRAWN WIRE FABRIC TO AS 1302
CONFORM TO REQUIREMENTS Of AS 3799 -LIQUID MEMBRANE FORMING CURING
COMPOUIPDS FOR CONCRETE", AND MUST ACHIEVE EFFICIENCY RATING OF MEN" 90%, 2. SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE CONTRACTOR USING THE PARAMETERS
R - HOT ROLLED PLAIN BARS TO AS 1301.
WHEN COMPARED TO CONTINUOUS WATER CURING. OUTLINED IN THE GEOTECINKAL REPORT, AND ANY OTHER ADDITIONAL SOIL TESTING REQUIRED BY
17 SPRAY CLEAN ALL REINF'T. FORMED SURFACES. AND CONCRETE FACES, 9. A COMPLETE DOCUMENTATION OF THE INTENDED CURING METHOD IS REQUIRED TO BE SCREW PILE INSTALLER.
CAST-IN BOLTS 6 FITTINGS ETC JUST PRIOR TO PLACEMENT OF FRESH CONCRETE TO
REMOVE ALL TRACES OF DIRT. SAND. DUST AND DEPOSITED SALTS
SUBMITTED BY THE CONTRACTOR, AND FORMS PART OF THE REQUIRED TENDER SUBMITTAL
DOCUMENTS. THE COMPACTION METHOD NEEDS TO BE APPROVED BY THE ENGINEERS BEFORE
3. SCREW PILES MUST FOUND AT A DEPTH SUITABLE FOR SUPPORTING THE REQUIRED SPECIFIED SAFE
WOKING LOAD AS PER CONTRACTOR'S DESIGN. FOUNDING DEPTH MUST ALSO BE AT LEAST SM BELOW
MCU WORKS
AIR BLAST EXESS WATER OFF FORMS CONCRETING MIDST NOT BE CARRIED OUT DURING THE TENDER IS DEEMED TO BE A CONFORMING BO ON THIS CONTRACT. PARTICULAR EMPHASIS
STRONG WOOS, TO AVOID CONTAMINATION OF CONCRETE WLL BE PLACED ON INSPECTIONS AND OTHER SITE CONTROL METHODS OF ENSURING THE
THE 27' PROJECTED LIE FROM BASE OF SLOPE, AND AT LEAST 7.OM BELOW DRGIIAL GROBD LEVEL.
4. THE CONTRACTOR SMALL PROVIDE CERTIFICATION BY AN RPEQ THAT ALL SCREW PILES HAVE BEEN
GENERAL NOTES
AND REINFORCING WITH WINO-DRIVEN SALT
DOCUMENTED COMPACTION METHODS ARE (AARED OUT SUCCESSFULLY.
DESIGNED AND INSTALLED IN ACCORDANCE WITH THIS SPECIFICATION.
18 CONTRACTOR IS TO (HECK HYDRAULIC 8 ELECTRICAL SERVICES DRAWING FOR 11. IN ADDITION TO THE ABOVE REQUIREMENTS. ALL PRE-CAST CONCRETE SHALL BE
LOCATION AND TYPE OF ALL CAST-IN ITEMS, INCLUDING ANY NECESSARY (OFOUTS AND FURTHER PROTECTED BY APPLICATION O SKAGARD 7005 & 6005 AS PER -PRE-(AST S. THE CONTRACTOR IS ADVISED THAT THERE 6 LIKELY TO BE LAYERS O WEATHERED SANDSTONE
PENETRATIONS FOR FUTURE SERVICES. CONCRETE" NOTE 3, SHEET S2. ENCOUNTERED ON SITE. REQUIRING PRE-BORING PRIOR TO PILE INSTALLATION.
A RATE FOR PRE-BORING SHALL BE PROVIDED.
19 DOTS TO BE SEALED WITH AN APPPROVED FLEXIBLE SKAFLEX-PRO POLYURETHANE
COLOURED TO MATCH CONCRETE. 6. MN"IN DEPTHS OF PRIG ARE INDICATED ON DRAWINGS. DEPTHS MAY NEED TO BE GREATER architect
20 LAP MESH 4001. UNLESS NOTED OTHERWISE CONCRETE BLOCK MASONRY TO ACHIEVE THE SPECIFIED SAFE WORKING LOAD, AS PER PILE INSTALLER'S DESIGN.
LAP BOTTOM BEAM REINFORCEMENT 600 AT PILES WHERE REQUIRED U.N.O. 1 ALL CONCRETE BLOCK MASONRY WORK IS TO BE EXECUTED N ACCORDANCE WITH
7. AS THE FINAL DEPTH OF PILING ACROSS THE ENTIRE PROJECT WILL VARY gavin maddock
LAP TOP BEAM REINFORCEMENT 600 AT MD-SPAN WHERE REQUIRED U.N.0, THE CURRENT EDITION OF - AS 3700 - SAA MASONRY STRUCTURES
DEPENDING ON GROUND CONDITIONS, THE CONTRACTOR SHALL PRICE THE
AS L455 - CONCRETE BUILDING BLOCKS
WORKS BASED ON THE NOMINAL PILE DEPTHS SHOWN ON THE DRAWINGS.
161754S53327 161 7 5455 3327
AS 3600 - SAA CONCRETE STRUCTURES AND FINAL PAYMENT FOR THE CONSTRUCTED PILES WILL BE BASED ON
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THE ACTUAL DEPTH OF PILES INSTALLED ON SITE, COSTED AT THE
PRECAST CONCRETE 2 FOR CONCRETE FILLED CAVITIES. CLEAN OUT BLOCKS SHALL BE USED AT THE
APPROPRIATE AGREED RATE IN THE CONTRACT.
BASE OF THE WALL UNLESS SHOWN OTHERWISE )DINT MORTAR SHALL BE TRIMMED
I. ALL PRECAST CONCRETE TO BE FC : 4OMPA. 1S40) PfIMUM CONCRETE COVER S0.. FLUSH WITH THE INSIDE FACE OF THE CAVITY TOP OF FOOTING TO BE SCABBLED B. THE PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION
CAVITIES TO BE INSPECTED BY THE ENGINEER PRIOR TO POURING CONCRETE DAMAGE, OR OTHER DEGRADATION OF ADJACENT STRUCTURES, SERVICES
2 TWO COPIES OF SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER AND
3 COVER TO REINFORCEMENT T2mm FROM INSIDE FACE OF BLOCK ETC. DUE TO PILING OPERATIONS. ANY SUCH DAMAGE INCURRED IS TO
ARCHITECT AND APPROVAL OF SAME OBTAINED PRIOR TO COMMENCING BE RECTIFIED AT THE PILING CONTRACTORS EXPENSE
4 CONCRETE MIX USED TO FILL CAVITY TO HAVE CHARACTERISTIC COMPRESSIVE
3.
FABRICATION
ALL PRE-CAST BEAMS AND PRESTRESSED PRE-CAST PILES SHALL BE PANTED WITH A SYSTEM O STRENGTH OF 4OPm II'CI MAX*" SLUMP 200mm, MAXIMUM AGGREGATE SIZE
OF 10mm )MAX 6 COURSE HEIGHT PLACED AT ONE TIMEX
TODCONSULTING
SKAGARO.700S MINERAL SUBSTRATE IPKLRATON FOLLOW BY SKAGARO-4115 IDF.T.: $40 MICRONS),
OR SCAR APPROVED EOUVALENT PROTECTIVE SYSTEM. ALL STRKIL Y N ACCORDANCE WITH Tit
5 SLABS SUPPORTED ON UMRENFOMEO LOAD BEARING BLOCKWORK SHALL BL ENGINEERING INSPECTION SCHEDULE ENGINEERS
SEPARATED FROM THE WALL BY TWO LAYERS OF PABCO ALSNELD TOR ERAVI
MANOFA(11NERS WRITTEN SM(F(ATKNS. ALL PANTBC SMALL BE CARRIED OUT PRO TO DE LIVERY
LAB ON A LEVEL tom THICK MORTAR ND TOP COURSE Of BLOCKS TO BE
AND ANT DAMAGE MAN GOOD ON SITE BEFOR E INSTALLATION. THE CONTRACTOR SHALL GIVE AT LEAST 48 HOURS NOTICE OF NECESSARY ENGINEERING SITE
CONCRETE FILLED
4. TO O ALL EDGE BEAMS O$-Ill TO O PANTED WITH 3 COATS OF SKA GARO ISIS, AID NO SKGAIO 09 6 BLOCKWORK MUST NOT BE BUILT ON CONCRETE SLABS OR BEAMS UNTIL FORMWORK
INSPECTIONS. WHICH ARE REQUIRED TO BE CARRIED OUT BY TOD CONSULTING ENGINEERS FOR THE STRUCTURAL CIVIL
SUPPORTING SAFE HAS BEEN REMOVED EVENTUAL CERTFKATION Of THE AS-CONSTRUCTED WORKS.
7 MORTAR TO BE MIXED N THE PROPORTION OF 1 O2S 3 CEMENT
MINIMUM INSPECTION REQUIREMENTS ARE - TOO CONSULTNG PTY. LTD.
HYDRATED LIE SAID ICR EOIKVALENT CEMENT - SAND MORTAR WITH
PLASTKESERI AND MORTAR COMPRESSIVE STRENGTH AT 21 DAYS TO BE 110 1 ALL TEMPORARY WORKS INCLUDING ACCESS TRACKS. SCOW PROTECTION, TEMPORARY STORM WATER AAA "a us 1%
MIRNHIM COLLECTION, SCAFFOLDING, EXCAVATION, SHORING. PROPPING. AND ALL RETAINING WALL STRUTTING. ^bm
1 CONCRETE BLOCKS TO HAVE A CHARACTERISTIC STRENGTH O G MPm 5MAN
2 BASE OF ALL EXCAVATIONS.
9 CONCRETE MASONRY TO BE CONSTRUCTED FROM 'N SERIES BLOCKS UNO
3 ALL RENOR(IG FOR BOTH IN-SITU AND PRECAST CONCRETE. anY ...•Wremvl•^Oa
9 PROVIDE CLEAN OUT BLOCKS TO BOTTOM CORSE OF ALL CONCRETE FILLED MASONARY WALLS
N WHERE NO REIORCNG IS DESIGNATED N DETAILS DR SECTIONS PROVIDE THE FOLOWIG 4 PILING INSTALLATION. AM P101 MOLE WLLNA
198.. HOLLOW CONCRETE BLOCKS 5 ALL PRESTRESSING OPERATIONS AND GROUND ANCHOR INSTALLATION.
ALL CORES CONCRETE FILLED - 4OMPD 198.. WALL - 20.48 BLOCKS
REINFORCEMENT I U.N.O. I ....................... N12 VERTICALS AT EACH SIDE OF 6 CONCRETE PLACEMENT.
B. GEORGE a,r K. CAPPER OCT 2010
OPENINGS, AT EACH END OF WALL 1 STRUCTURAL STEELWORK, ALUMINUM STARS ETC. - INCLUDING SHOP DRAWINGS APPROVAL. i,a N..nd e.a.
AND AT 400 MAX. (RS. IN BETWEEN H. GRAY S. PRYSTUPA
- 600 LAPS 8 TIE-DOWN. BRACING WALL CONSTRUCTION FOR 101E1 BLOCKS.
omw.
N12 AT 400 HORIZONTAL - 600 LAPS 9 STRUCTURAL FIXING OF WINDOW FRAMES AND DOOR FRAMES TO CONCRETE STRUCTURE, 2 ,9 AHD
I INCLUDING' L ' BARS Al CORNERS
UNLESS NOTED OTHERWISF I
09578 P2 A T7 ( B
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