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FIJI NATIONAL UNIVERSITYPROPOSED THREE STOREY BUILDING AT

FIJI MARITIME ACADEMY, SUVA

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AutoCAD SHX TextDRAWN


AutoCAD SHX TextDESIGN


AutoCAD SHX TextCopyright C of this drawing shall remain the property of HLK Jacob Ltd. No part of this document may be reproduced or transmitted by any means without the prior permission in writing of HLK Jacob Ltd.

AutoCAD SHX TextFax

AutoCAD SHX TextPhone

AutoCAD SHX TextLevel 2, Vanua House,

AutoCAD SHX TextVictoria Parade,

AutoCAD SHX TextSuva, Fiji Islands.

AutoCAD SHX Text(679) 3305 231


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AutoCAD SHX TextDWG. No.

AutoCAD SHX TextPROJECT No: 18002

AutoCAD SHX Text25 Dacre St, Newton,

AutoCAD SHX TextUnit 3,

AutoCAD SHX TextAuckland, New Zealand.

AutoCAD SHX Text(64-9) 373 2526


AutoCAD SHX TextFax


AutoCAD SHX TextSTRUCTURAL NOTES

AutoCAD SHX TextSK

AutoCAD SHX Text01/2018

AutoCAD SHX Text-

AutoCAD SHX TextJP

AutoCAD SHX Text-

AutoCAD SHX TextT1

AutoCAD SHX Text200 OVERLAP BETWEEN OUTERMOST CROSS WIRES THUS:

AutoCAD SHX TextPITCH CIRCLE DIAMETER

AutoCAD SHX TextCOS

AutoCAD SHX TextCHECK ON SITE

AutoCAD SHX TextPCD

AutoCAD SHX TextRECTANGULAR HOLLOW SECTION

AutoCAD SHX TextROLLED STEEL ANGLE

AutoCAD SHX TextREFER, REFERENCE

AutoCAD SHX TextREINFORCED CONCRETE

AutoCAD SHX TextUNLESS NOTED OTHERWISE

AutoCAD SHX TextUNIVERSAL COLUMN

AutoCAD SHX TextTOP OF ROUGH CONCRETE

AutoCAD SHX TextTOP OF CONCRETE

AutoCAD SHX TextTAPER FLANGE BEAM

AutoCAD SHX TextALL STUDS SHALL BE NOGGED AT 800 CRS. REFER TO ARCHITECTS DRAWINGS FOR ACOUSTIC

AutoCAD SHX TextALL WALLS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE TIMBER FRAMED.

AutoCAD SHX TextTIMBER IS TO BE KEPT AS DRY AS POSSIBLE. INTERNAL LININGS ARE NOT TO BE FIXED IN

AutoCAD SHX TextPLACE UNTIL TIMBER FRAMING IS SUITABLY DRY. ALL REMEDIAL WORK THAT IS CAUSED BY

AutoCAD SHX TextMAXIMUM HEIGHT 3300 = 100x50 AT 600 CRS.


AutoCAD SHX TextPARALLEL FLANGE CHANNEL

AutoCAD SHX TextPLAIN BAR GRADE 300


AutoCAD SHX TextFLOOR WITH A MINIMUM OF 2-M12 BOLTS AND 2 No 6 kn NAIL PLATE STRAPS.

AutoCAD SHX TextALL 2/100x50 AND 2/150x50 TIMBER POSTS TO BE FIXED DOWN TO CONCRETE

AutoCAD SHX TextIL

AutoCAD SHX TextINVERT LEVEL

AutoCAD SHX TextUNO

AutoCAD SHX TextAND FIRE-RATING REQUIREMENTS FOR WALLS.

AutoCAD SHX TextSTUD SIZES SHALL BE AS FOLLOWS:

AutoCAD SHX TextUSING WET TIMBER, IS THE CONTRACTORS RESPONSIBILITY TO FIX.

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AutoCAD SHX TextMAXIMUM

AutoCAD SHX Text%%UTIMBER

AutoCAD SHX TextMINIMUM

AutoCAD SHX TextINTERSECTION POINT

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AutoCAD SHX TextMAX

AutoCAD SHX TextMIN

AutoCAD SHX TextIP

AutoCAD SHX TextINTERIOR WALLS

AutoCAD SHX TextVERT

AutoCAD SHX TextU/S

AutoCAD SHX TextVERTICAL

AutoCAD SHX TextUNDERSIDE

AutoCAD SHX TextFDN

AutoCAD SHX TextFOUNDATION

AutoCAD SHX TextFINISHED FLOOR LEVEL

AutoCAD SHX TextPLAIN BAR GRADE 500

AutoCAD SHX TextHOT DIPPED GALVANIZED

AutoCAD SHX TextHOLDING DOWN BOLT

AutoCAD SHX TextFILLET WELD ALL ROUND

AutoCAD SHX TextFIRE RESISTANCE RATING

AutoCAD SHX TextDEFORMED BAR GRADE 500

AutoCAD SHX TextINSIDE DIAMETER

AutoCAD SHX TextHORIZONTAL

AutoCAD SHX TextGROUND LEVEL

AutoCAD SHX TextFILLET WELD

AutoCAD SHX TextFAR FACE

AutoCAD SHX TextGL

AutoCAD SHX TextH.D. GALV.

AutoCAD SHX TextH.D. BOLT

AutoCAD SHX TextID

AutoCAD SHX TextHORIZ

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AutoCAD SHX TextFWAR

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AutoCAD SHX TextDAMP PROOF COURSE

AutoCAD SHX TextEXISTING

AutoCAD SHX TextEACH WAY

AutoCAD SHX TextELEVATION

AutoCAD SHX TextDIAGONAL

AutoCAD SHX TextDRAWING

AutoCAD SHX TextDOWN PIPE

AutoCAD SHX TextDIMENSION

AutoCAD SHX TextEACH FACE

AutoCAD SHX TextDEFORMED BAR GRADE 300

AutoCAD SHX TextCENTRES

AutoCAD SHX TextDIAMETER

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AutoCAD SHX TextEL, ELEV

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AutoCAD SHX TextUNIVERSAL BEAM

AutoCAD SHX TextTOP OF STEEL

AutoCAD SHX TextTOP OF GRATING

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AutoCAD SHX TextSYMMETRICAL

AutoCAD SHX TextSTANDARD

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AutoCAD SHX TextREINF

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AutoCAD SHX TextPFC,

AutoCAD SHX TextRAD

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AutoCAD SHX TextREDUCED LEVEL

AutoCAD SHX TextSAWCUT JOINT

AutoCAD SHX TextSQUARE

AutoCAD SHX TextSIMILAR

AutoCAD SHX TextREINFORCING

AutoCAD SHX TextRADIUS

AutoCAD SHX TextLAP LENGTHS FOR DEFORMED BARS SHALL BE AS SHOWN IN THE FOLLOWING TABLES UNO.

AutoCAD SHX TextLAP LENGTHS FOR PLAIN ROUND BARS SHALL BE TWICE THOSE SHOWN IN THE

AutoCAD SHX TextALL BEAM AND COLUMN MAIN REINFORCEMENT LAP SPLICES SHALL HAVE CRANKED LAPS UNO.

AutoCAD SHX TextWELDED MESH MADE UP OF DEFORMED BARS SHALL BE LAP SPLICED.

AutoCAD SHX TextBEND RADIUS = 9 x BAR DIA. MINIMUM.

AutoCAD SHX TextLENGTH = 12 x BAR DIA. MINIMUM.

AutoCAD SHX TextCRANKED LAPS SHALL BE THUS:

AutoCAD SHX TextFOLLOWING TABLES.

AutoCAD SHX TextLAP REINF BARS 300 PAST CROSS WIRE.

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AutoCAD SHX TextFOR LAP LENGTHS

AutoCAD SHX TextREFER TABLE

AutoCAD SHX Text%%UCRANKED LAPS

AutoCAD SHX TextPRECAST CONCRETE

AutoCAD SHX TextNEW ZEALAND STANDARD (i.e. NZS4711)

AutoCAD SHX TextSUBSTITUTION FOR OR AMENDMENT OF SPECIFIED DETAILS OR MATERIALS SHALL NOT BE

AutoCAD SHX TextUNLESS SHOWN ON THE STRUCTURAL DRAWINGS. THESE ITEMS SHALL BE CAST-IN, FORMED,

AutoCAD SHX TextIN STRUCTURAL MEMBERS, MUST BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION

AutoCAD SHX TextTHE LOCATION, SIZE AND DETAILS OF ALL PENETRATIONS, RECESSES, SLEEVES, HOLES etc.

AutoCAD SHX TextTHE STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE SPECIFICATION AND ALL

AutoCAD SHX TextALL DIMENSIONS AND LEVELS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH

AutoCAD SHX TextALL DIMENSIONS TO EXISTING STRUCTURE SHALL BE VERIFIED BY SITE MEASUREMENT PRIOR TO

AutoCAD SHX TextLEVELS SHOWN ON STRUCTURAL DRAWINGS ARE TO THE TOP OF STRUCTURAL CONCRETE OR

AutoCAD SHX TextREFER TO ARCHITECTS DRAWINGS AND ALL OTHER PROJECT DRAWINGS FOR THE LOCATION

AutoCAD SHX TextALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH STATUTORY AUTHORITIES

AutoCAD SHX TextWHERE A PROPRIETARY PRODUCT IS NAMED AN APPROVED EQUIVALENT MAY BE USED.

AutoCAD SHX TextIN A SAFE AND STABLE CONDITION AND ENSURING THAT NO PART SHALL BE OVERSTRESSED

AutoCAD SHX TextDURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE WORKS

AutoCAD SHX TextCONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN OF ALL TEMPORARY BRACING AND SUPPORT,

AutoCAD SHX TextALL CONSTRUCTION NOT SHOWN, NOT REQUIRING SPECIFIC DESIGN. IS TO COMPLY WITH

AutoCAD SHX TextALL DIMENSIONS ARE IN MILLIMETRES.

AutoCAD SHX TextAUSTRALIAN STANDARD (i.e. AS 1214.)

AutoCAD SHX Text%%UABBREVIATIONS

AutoCAD SHX TextCONSTRUCTION JOINT

AutoCAD SHX TextCIRCULAR HOLLOW SECTION

AutoCAD SHX TextBOTTOM

AutoCAD SHX TextCENTRE LINE

AutoCAD SHX TextCONCRETE

AutoCAD SHX TextCOLUMN

AutoCAD SHX TextCENTRE TO CENTRE

AutoCAD SHX TextCOVER

AutoCAD SHX TextAPPROXIMATE

AutoCAD SHX TextCONC

AutoCAD SHX TextCOL

AutoCAD SHX TextC/C

AutoCAD SHX TextCHS

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AutoCAD SHX TextAPPROX

AutoCAD SHX TextB

AutoCAD SHX TextBM

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AutoCAD SHX TextAS

AutoCAD SHX TextBEAM

AutoCAD SHX TextDO NOT SCALE THE DRAWINGS.

AutoCAD SHX TextSTEELWORK U.N.O.

AutoCAD SHX Text6)

AutoCAD SHX TextFABRICATION.

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AutoCAD SHX TextOD

AutoCAD SHX TextO/A

AutoCAD SHX TextNZS

AutoCAD SHX TextPC

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AutoCAD SHX TextNB

AutoCAD SHX TextNF

AutoCAD SHX TextNTS

AutoCAD SHX Text(N)

AutoCAD SHX TextNA

AutoCAD SHX TextOUTSIDE DIAMETER

AutoCAD SHX TextOPPOSITE

AutoCAD SHX TextOVERALL

AutoCAD SHX TextPLATE

AutoCAD SHX TextNOT APPLICABLE

AutoCAD SHX TextNOT TO SCALE

AutoCAD SHX TextNOMINAL BORE

AutoCAD SHX TextNEAR FACE

AutoCAD SHX TextNEW

AutoCAD SHX TextANY DISCREPANCIES SHALL BE REFERRED TO THE ENGINEER FOR RESOLUTION.

AutoCAD SHX TextWHERE A CONFLICT EXISTS THE MOST STRINGENT CONDITIONS SHALL APPLY.

AutoCAD SHX TextOF STEPS, PENETRATIONS AND REBATES.

AutoCAD SHX TextALL OTHER PROJECT DRAWINGS PRIOR TO CONSTRUCTION COMMENCING.

AutoCAD SHX TextREFER TO ARCHITECTS DRAWINGS FOR ALL DIMENSIONS AND LEVELS.

AutoCAD SHX TextFOR MAINTAINING STABILITY OF ALL WORK DURING CONSTRUCTION.

AutoCAD SHX TextAND LOCAL BY-LAWS, THE SPECIFICATIONS AND NZS/AS CODES.

AutoCAD SHX TextTHE FIJI BUILDING CODE.

AutoCAD SHX Text%%UDIMENSIONS

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AutoCAD SHX TextUNDER CONSTRUCTION ACTIVITIES.

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AutoCAD SHX TextSTRUCTURAL DRAWINGS TAKE PRECEDENCE OVER ENGINEERING SPECIFICATION.

AutoCAD SHX TextOR SHOP FABRICATED AND SHALL NOT BE CUT OR COVED ON SITE, U.N.O.

AutoCAD SHX TextANY DISCREPANCIES SHALL BE REFERRED TO THE ENGINEER FOR RESOLUTION.

AutoCAD SHX TextCARRIED OUT WITHOUT APPROVAL OF THE ENGINEER.

AutoCAD SHX TextUNLESS APPROVED BY THE ENGINEER.

AutoCAD SHX TextOTHER PROJECT DRAWINGS.

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AutoCAD SHX Text%%UGENERAL

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AutoCAD SHX TextWELDED WIRE MESH MADE UP OF SMOOTH WIRES SHALL BE LAP SPLICED WITH A MINIMUM

AutoCAD SHX TextSCABBLE AND DAMPEN ALL CONCRETE JOINTS PRIOR TO POURING AGAINST.

AutoCAD SHX TextALL REINFORCING IS TO BE FREE OF GREASE, OIL, MUD, etc.

AutoCAD SHX TextPLACE STARTER BARS AND REINFORCING BARS ACCURATELY.

AutoCAD SHX Text%%UMINIMUM%%U CONCRETE COVERS ARE GENERALLY SPECIFIED ON INDIVIDUAL DRAWINGS.

AutoCAD SHX TextWHERE NOT SPECIFIED, %%UMINIMUM%%U CONCRETE COVERS SHALL BE AS FOLLOWS:

AutoCAD SHX TextPRECAST IN THE CONTEXT OF THIS TABLE MEANS CONCRETE CAST UNDER

AutoCAD SHX TextPLANT CONTROL CONDITIONS UTILISING RIGID FORMWORK AND INTENSE COMPACTION.

AutoCAD SHX TextPLACING AND SPACING OF REINFORCEMENT - GENERAL:

AutoCAD SHX TextSPLICING OF REINFORCEMENT, WHETHER BY LAPPING, WELDING OR MECHANICAL SPLICE,

AutoCAD SHX TextSHALL ONLY BE CARRIED OUT AS SHOWN ON THE DRAWINGS OR AS SPECIFICALLY

AutoCAD SHX TextAPPROVED BY THE ENGINEER, EXCEPT AS NOTED BELOW:

AutoCAD SHX Text- WELDED WIRE MESH SHALL BE SPLICED AS REQUIRED, BUT NOT THROUGH SLAB JOINTS

AutoCAD SHX Text- REINFORCEMENT IN SLABS ON GRADE AND IN TOPPINGS SHALL BE SPLICED AS REQUIRED,

AutoCAD SHX TextLAYERS OF BEAM REINFORCEMENT SHALL BE SEPARATED WITH R32 BARS AT 1500 CRS.

AutoCAD SHX TextALL HOOKS ON STIRRUPS & TIES MUST FIT CLOSELY AROUND MAIN BARS U.N.O.

AutoCAD SHX TextFIRST STIRRUP TO BE PLACED NOT FURTHER THAN THE LESSER OF 1/2 STIRRUP SPACING

AutoCAD SHX TextPROVIDE 25mm CHAMFERS FOR ALL EXPOSED EDGES AND 25mm FILLET FOR ALL

AutoCAD SHX TextTOLERANCES ON COVERS SHALL BE:

AutoCAD SHX TextLAP SPLICES IN REINFORCEMENT

AutoCAD SHX TextFOR BAR DIA. >20

AutoCAD SHX TextFOR BAR DIA.



AutoCAD SHX TextGENERAL NOTES: REMOVE ALL TOP SOIL TO A DEPTH OF 300mm FROM EXISTING GROUND LEVEL. PROOF ROLL EXISTING EXPOSED SUB GRADE. REMOVE ALL SOFT SPOTS & COMPACT AS REQUIRED. FILL IS TO BE PLACED IN LAYERS NOT EXCEEDING 200mm LOOSE. ALL FILL IS TO BE COMPACTED TO ACHIEVE A MINIMUM 96% STANDARD MAXIMUM DRY DENSITY AT A MOISTURE CONTENT WITHIN 3% OF STANDARD OPTIMUM. FILL LAYERS ARE TO BE PLACED WITH A SLIGHT FALL TO PROVIDE DRAINAGE AND ARE TO BE SEALED EACH NIGHT TO MINIMISE THE RISK OF SOFTENING FROM RAIN. FIELD DENSITY TESTS SHALL BE CARRIED BY A GEOTECHNICAL CONSULTANT APPROVED BY THE ENGINEER. FILLED DENSITY TEST IN ACCORDANCE WITH AS 1289 SHALL BE CARRIED OUT AT RATE OF TEST PER 225 SQUARE METERS PER LAYER. GEOTECHNICAL ENGINEER TO CONFIRM SUB-GRADE FOR CBR OF 2% UNDER ALL BUILDING PLATFORM & FOR ALL SUBGRADE UNDER SUB-BASE COURSE FOR PAVED & CARPARK AREA. ALL FILL IS TO BE FREE CLEAN FREE DRAINING COMPACTED HARDFILL TO APPROVAL OF GEOTECHNICAL ENGINEER (GAP 45 OR SIMILAR APPROVED)

AutoCAD SHX TextPILING NOTES: 1. ALL DIMENSIONS & GRID SETOUT AS PER ARCHITECTURAL ALL DIMENSIONS & GRID SETOUT AS PER ARCHITECTURAL DRAWINGS. 2. FOR PILES THAT DO NOT FALL ON ARCHITECTURAL GRID FOR PILES THAT DO NOT FALL ON ARCHITECTURAL GRID REFER OFFSET DIMENSIONS FROM GRID AS SHOWN ON THESE DRAWINGS. 3. REFER GEOTECHNICAL REPORT FOR DEPTHS TO REFER GEOTECHNICAL REPORT FOR DEPTHS TO DEPTHS TO SANDSTONE/CONGLOMERATE ROCK PROFILE. 4. CONTRACTOR TO CARRY OUT PDA TESTING TO AT LEAST CONTRACTOR TO CARRY OUT PDA TESTING TO AT LEAST TO CARRY OUT PDA TESTING TO AT LEAST 10% OF ALL PILES. CONTRACTOR TO ALLOW THIS COST IN HIS TENDER. IN HIS TENDER. 5. CONTRACTOR TO ALLOW COSTS FOR PDA TESTING CONTRACTOR TO ALLOW COSTS FOR PDA TESTING 6. ALL PILING WORKS AND TESTING REQUIREMENTS TO BE ALL PILING WORKS AND TESTING REQUIREMENTS TO BE STRICTLY AS PER GEOTECHNICAL ENGINEERS REQUIREMENTS. 7. CONTRACTOR TO BACKFILL ANY EXCAVATION AROUND CONTRACTOR TO BACKFILL ANY EXCAVATION AROUND PILES USING COMPACTED HARDFILL ON COMPLETION OF CONCRETE ENCASING USING A PLATE COMPACTOR ENSURING NO DAMAGE TO PILES OCCUR. 8. PILE DEPTHS WILL BE GENERALLY 25-27m FROM PILE DEPTHS WILL BE GENERALLY 25-27m FROM EXISTING GROUND LEVEL AS PER GEOTECHNICAL REPORT.

AutoCAD SHX Text1

AutoCAD SHX Text-

AutoCAD SHX Text%%uPILE LAYOUT PLAN

AutoCAD SHX Text1:100 (A1), 1:200 (A3)

AutoCAD SHX Text%%uMEMBER SCHEDULE

AutoCAD SHX TextPL1 - 310 UC 96.8 PILE - 310 UC 96.8 PILE 310 UC 96.8 PILE

AutoCAD SHX TextPILING TOLERANCES: PILE LOCATION TOLERANCE 50mm 50mmPILE VERTICAL TOLERANCE 1 in 100 1 in 100

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AutoCAD SHX TextMEMBER SCHEDULE PL1 - 310 UC 96.8 PILE - 310 UC 96.8 PILE 310 UC 96.8 PILE PC1 - 1000x1000x1000dp PILE CAP - 1000x1000x1000dp PILE CAP 1000x1000x1000dp PILE CAP FB1 - 400x600 DEEP FOUNDATION BEAM - 400x600 DEEP FOUNDATION BEAM 400x600 DEEP FOUNDATION BEAM ST1 - 400x300 DEEP SLAB THICKENING - 400x300 DEEP SLAB THICKENING 400x300 DEEP SLAB THICKENING C1 - 550x450 RC COLUMN - 550x450 RC COLUMN 550x450 RC COLUMN C2 - 450x450 RC COLUMN - 450x450 RC COLUMN 450x450 RC COLUMN C3 - 450x200 RC COLUMN - 450x200 RC COLUMN 450x200 RC COLUMN C4 - 125x125x6.0 SHS - 125x125x6.0 SHS 125x125x6.0 SHS B1 - 400x700 DEEP RC BEAM - 400x700 DEEP RC BEAM 400x700 DEEP RC BEAM B2 - 400x500 DEEP RC BEAM - 400x500 DEEP RC BEAM 400x500 DEEP RC BEAM B3 - 400x650 DEEP RC BEAM - 400x650 DEEP RC BEAM 400x650 DEEP RC BEAM B4 - 400x450 DEEP RC BEAM - 400x450 DEEP RC BEAM 400x450 DEEP RC BEAM LB1 - 200x425 DEEP RC LINTEL BEAM - 200x425 DEEP RC LINTEL BEAM 200x425 DEEP RC LINTEL BEAM LB2 - 200x525 DEEP RC LINTEL BEAM - 200x525 DEEP RC LINTEL BEAM 200x525 DEEP RC LINTEL BEAM RB1 - 400x500 DEEP RC ROOF BEAM - 400x500 DEEP RC ROOF BEAM 400x500 DEEP RC ROOF BEAM RB2 - 200x400 DEEP RC ROOF BEAM R1 - 360 UB 50.7 RAFTER - 360 UB 50.7 RAFTER 360 UB 50.7 RAFTER R2 - 200x50 TIMBER F7/H3 TIMBER RAFTERS AT 900 CRS P1 - C200 19 PURLINS AT 600 CRS. - C200 19 PURLINS AT 600 CRS. C200 19 PURLINS AT 600 CRS. PROVIDE 2 ROWS OF ALTERNATE BRIDGING/TIE RODS PER SPAN. P2 - C150 19 PURLINS AT 600 CRS. PROVIDE 1 ROW OF ALTERNATE BRIDGING/TIE RODS PER SPAN S1 - 100x100x6.0 SHS STRUT - 100x100x6.0 SHS STRUT 100x100x6.0 SHS STRUT BR1 - HR20 ROD ROOF BRACING - HR20 ROD ROOF BRACING HR20 ROD ROOF BRACING FL1 - 50x50x5.0 EA FLY BRACE - 50x50x5.0 EA FLY BRACE 50x50x5.0 EA FLY BRACE WP1 - 150x75 PFC WALL PLATE WP2 - 100x100x10 EA WALL PLATE


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AutoCAD SHX Text1:200

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AutoCAD SHX TextISSUE FOR TENDER

AutoCAD SHX Text22.03.18



AutoCAD SHX TextNOTE: SITE TO BE INSPECTED BY GEOTECHNICAL ENGINEER AFTER 300mm OF TOPSOIL HAS BEEN STRIPPED - ANY EXISTING FILL IDENTIFIED TO BE REMOVED IS TO BE REPLACED WITH COMPACTED RIVER GRAVEL OR APPROVED FILL. FOUNDATION TO BE CONFIRMED FOR ALLOWABLE BEARING = 100 kPa. REFER TO GEOTECHNICAL REPORT AND INCORPORATE ALL RECOMMENDATIONS STATED. FOUNDATION DESIGN/SYSTEM TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. ALL GEOTECHNICAL COSTS TO BE ALLOWED BY THE CONTRACTOR.

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AutoCAD SHX Text%%uFOUNDATION PLAN


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AutoCAD SHX Text25 MIN

AutoCAD SHX TextNOTE: SITE TO BE INSPECTED BY GEOTECHNICAL ENGINEER AFTER 300mm OF TOPSOIL HAS BEEN STRIPPED - ANY EXISTING FILL IDENTIFIED TO BE REMOVED IS TO BE REPLACED WITH COMPACTED RIVER GRAVEL OR APPROVED FILL. FOUNDATION TO BE CONFIRMED FOR ALLOWABLE BEARING = 100 kPa. REFER TO GEOTECHNICAL REPORT AND INCORPORATE ALL RECOMMENDATIONS STATED. FOUNDATION DESIGN/SYSTEM TO BE CONFIRMED BY GEOTECHNICAL ENGINEER.

AutoCAD SHX TextNOTE: : 1. ALL SLAB SHALL BE 200 THICK SLAB ON ALL SLAB SHALL BE 200 THICK SLAB ON GROUND ON D.P.C. ON 50 SAND BLINDING ON MINIMUM 150mm GAP 40 TOPCOURSE. 2. PROVIDE 150 MICRON VISQUEEN (OR APPROVED) PROVIDE 150 MICRON VISQUEEN (OR APPROVED) WATER PROOFING MEMBRANE UNLESS VARIED BY THE ARCHITECT'S SPECIFICATION. 3. ALL BOTTOM BARS TO BE CONTINUOUS AS ALL BOTTOM BARS TO BE CONTINUOUS AS SHOWN. (NO LAPPING ALLOWED) 4. TYPICAL FABRIC LAP:- TYPICAL FABRIC LAP:-

AutoCAD SHX TextALL DISTRIBUTION STEEL TO BE HD12 AT 150 CRS.

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AutoCAD SHX TextREINFORCEMENT SCHEDULE

AutoCAD SHX TextTYPICAL BAR LAYING SEQUENCE

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AutoCAD SHX TextBARS MARKED `D' TO BE LAID LAST IN TOP.

AutoCAD SHX TextBARS MARKED `B' TO BE LAID SECOND IN BOTTOM.

AutoCAD SHX TextBARS MARKED `A' TO BE LAID FIRST IN BOTTOM.

AutoCAD SHX TextHD12 AT 150 CRS


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AutoCAD SHX Text%%uGROUND FLOOR SLAB BOTTOM REINFORCEMENT PLAN


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AutoCAD SHX TextJ

AutoCAD SHX TextK

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AutoCAD SHX TextB

AutoCAD SHX TextM

AutoCAD SHX Text25 MIN

AutoCAD SHX TextNOTE: SITE TO BE INSPECTED BY GEOTECHNICAL ENGINEER AFTER 300mm OF TOPSOIL HAS BEEN STRIPPED - ANY EXISTING FILL IDENTIFIED TO BE REMOVED IS TO BE REPLACED WITH COMPACTED RIVER GRAVEL OR APPROVED FILL. FOUNDATION TO BE CONFIRMED FOR ALLOWABLE BEARING = 100 kPa. REFER TO GEOTECHNICAL REPORT AND INCORPORATE ALL RECOMMENDATIONS STATED. FOUNDATION DESIGN/SYSTEM TO BE CONFIRMED BY GEOTECHNICAL ENGINEER.

AutoCAD SHX TextNOTE: : 1. ALL SLAB SHALL BE 200 THICK SLAB ON ALL SLAB SHALL BE 200 THICK SLAB ON GROUND ON D.P.C. ON 50 SAND BLINDING ON MINIMUM 150mm GAP 40 TOPCOURSE. 2. PROVIDE 150 MICRON VISQUEEN (OR APPROVED) PROVIDE 150 MICRON VISQUEEN (OR APPROVED) WATER PROOFING MEMBRANE UNLESS VARIED BY THE ARCHITECT'S SPECIFICATION. 3. ALL BOTTOM BARS TO BE CONTINUOUS AS ALL BOTTOM BARS TO BE CONTINUOUS AS SHOWN. (NO LAPPING ALLOWED) 4. TYPICAL FABRIC LAP:- TYPICAL FABRIC LAP:-

AutoCAD SHX TextALL DISTRIBUTION STEEL TO BE HD12 AT 150 CRS.

AutoCAD SHX TextUNLESS NOTED OTHERWISE. NO LAPPING ALLOWED.


AutoCAD SHX TextREINFORCEMENT SCHEDULE

AutoCAD SHX TextTYPICAL BAR LAYING SEQUENCE

AutoCAD SHX TextBARS MARKED `C' TO BE LAID FIRST IN TOP.

AutoCAD SHX TextBARS MARKED `D' TO BE LAID LAST IN TOP.

AutoCAD SHX TextBARS MARKED `B' TO BE LAID SECOND IN BOTTOM.

AutoCAD SHX TextBARS MARKED `A' TO BE LAID FIRST IN BOTTOM.



AutoCAD SHX TextB

AutoCAD SHX TextA

AutoCAD SHX Text-

AutoCAD SHX Text-


AutoCAD SHX TextTHIS MARK REPRESENTS

AutoCAD SHX TextSTOPPING OF BAR BEHIND

AutoCAD SHX Text(TYPICAL)

AutoCAD SHX TextTOP

AutoCAD SHX TextC

AutoCAD SHX Text-

AutoCAD SHX Text'A' BARS

AutoCAD SHX Text'B' BARS

AutoCAD SHX Text'C' BARS

AutoCAD SHX Text'D' BARS

AutoCAD SHX TextLEGEND

AutoCAD SHX TextTOP REINFORCEMENT

AutoCAD SHX TextBOTTOM REINFORCEMENT

AutoCAD SHX Text-

AutoCAD SHX Text-

AutoCAD SHX Text75 BOTTOM COVER


AutoCAD SHX TextD

AutoCAD SHX Text-

AutoCAD SHX Text40 TOP COVER

AutoCAD SHX Text4

AutoCAD SHX Text-

AutoCAD SHX Text%%uGROUND FLOOR SLAB TOP REINFORCEMENT PLAN


AutoCAD SHX TextST1

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AutoCAD SHX Text.








AutoCAD SHX TextFax


AutoCAD SHX TextSHEET 2

AutoCAD SHX TextSLAB PLAN

AutoCAD SHX TextGROUND FLOOR

AutoCAD SHX TextSK



AutoCAD SHX TextJP


AutoCAD SHX TextT1

AutoCAD SHX TextT1





AutoCAD SHX Text4

AutoCAD SHX Text-

AutoCAD SHX Text%%uFIRST FLOOR FRAMING PLAN


AutoCAD SHX Text%%ULEGEND

AutoCAD SHX Text75mm DEEP UNISPAN WITH 110mm THK. TOPPING REINFORCED WITH HD10 AT 300 CRS, EACH WAY

AutoCAD SHX TextU.S.

AutoCAD SHX TextC1

AutoCAD SHX Text-

AutoCAD SHX TextINDICATES COLUMN TERMINATING BENEATH FLOOR LEVEL

AutoCAD SHX Text-

AutoCAD SHX TextINDICATES COLUMN EXTENDING ABOVE FLOOR LEVEL

AutoCAD SHX TextNOTE: : PRESTRESSED FLOORING UNITS SHALL BE DESIGNED BY THE FLOOR MANUFACTURER FOR THE FOLLOWING SUPERIMPOSED LOADS: - LIVE LOAD Q (GENERAL AREAS) = 4.0kPa LIVE LOAD Q (GENERAL AREAS) = 4.0kPa - SUPERIMPOSED DEAD LOAD = 1.5kPa SUPERIMPOSED DEAD LOAD = 1.5kPa - PLUS ADDITIONAL LINE LOADS AND CONCENTRATED PLUS ADDITIONAL LINE LOADS AND CONCENTRATED LOADS DUE TO BLOCK WALLS AS SHOWN. - PLUS ADDITIONAL TOPPING WEIGHT OVER 110mm PLUS ADDITIONAL TOPPING WEIGHT OVER 110mm MINIMUM TOPPING FOR SET-DOWN SLABS 1. THE LOADS EXCLUDE THE WEIGHT OF THE THE LOADS EXCLUDE THE WEIGHT OF THE PRECAST UNITS AND MINIMUM TOPPING OF 110mm. 2. FOR ALL PENETRATIONS IN SLABS, REFER SERVICES/ FOR ALL PENETRATIONS IN SLABS, REFER SERVICES/ ARCHITECTURAL DRAWINGS. CONTRACTOR TO PROVIDE PENETRATIONS/SLEEVES IN FLOORING AS REQUIRED DURING CASTING OF THE FLOORING UNITS. 3. FOR ALL SLAB SETDOWNS AND FALLS REFER TO FOR ALL SLAB SETDOWNS AND FALLS REFER TO ARCHITECTURAL DRAWINGS.

AutoCAD SHX Text-

AutoCAD SHX TextPENETRATION IN SLAB AS REQUIRED BY ARCHITECT AND SERVICE'S ENGINEER

AutoCAD SHX TextB2

AutoCAD SHX TextB2

AutoCAD SHX TextB2

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AutoCAD SHX TextPRECAST SLAB IN HATCHED AREA TO BE DROPPED ADDITIONAL 50mm TO ACHIEVE 50mm DROP IN WET AREAS. PROVIDE 110mm TOPPING WHERE NO DROP REQUIRED

AutoCAD SHX TextB2

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AutoCAD SHX Text.








AutoCAD SHX TextFax


AutoCAD SHX TextFRAMING PLAN

AutoCAD SHX TextFIRST FLOOR

AutoCAD SHX TextSK



AutoCAD SHX TextJP


AutoCAD SHX TextT1

AutoCAD SHX TextT1





AutoCAD SHX Text5

AutoCAD SHX Text-

AutoCAD SHX Text%%uSECOND FLOOR FRAMING PLAN


AutoCAD SHX Text%%ULEGEND

AutoCAD SHX Text75mm DEEP UNISPAN WITH 110mm THK. TOPPING REINFORCED WITH HD10 AT 300 CRS, EACH WAY


AutoCAD SHX TextC1

AutoCAD SHX Text-

AutoCAD SHX TextINDICATES COLUMN TERMINATING BENEATH FLOOR LEVEL

AutoCAD SHX Text-

AutoCAD SHX TextINDICATES COLUMN EXTENDING ABOVE FLOOR LEVEL

AutoCAD SHX TextNOTE: : PRESTRESSED FLOORING UNITS SHALL BE DESIGNED BY THE FLOOR MANUFACTURER FOR THE FOLLOWING SUPERIMPOSED LOADS: - LIVE LOAD Q (GENERAL AREAS) = 4.0kPa LIVE LOAD Q (GENERAL AREAS) = 4.0kPa - SUPERIMPOSED DEAD LOAD = 1.5kPa SUPERIMPOSED DEAD LOAD = 1.5kPa - PLUS ADDITIONAL LINE LOADS AND CONCENTRATED PLUS ADDITIONAL LINE LOADS AND CONCENTRATED LOADS DUE TO BLOCK WALLS AS SHOWN. - PLUS ADDITIONAL TOPPING WEIGHT OVER 110mm PLUS ADDITIONAL TOPPING WEIGHT OVER 110mm MINIMUM TOPPING FOR SET-DOWN SLABS 1. THE LOADS EXCLUDE THE WEIGHT OF THE THE LOADS EXCLUDE THE WEIGHT OF THE PRECAST UNITS AND MINIMUM TOPPING OF 110mm. 2. FOR ALL PENETRATIONS IN SLABS, REFER SERVICES/ FOR ALL PENETRATIONS IN SLABS, REFER SERVICES/ ARCHITECTURAL DRAWINGS. CONTRACTOR TO PROVIDE PENETRATIONS/SLEEVES IN FLOORING AS REQUIRED DURING CASTING OF THE FLOORING UNITS. 3. FOR ALL SLAB SETDOWNS AND FALLS REFER TO FOR ALL SLAB SETDOWNS AND FALLS REFER TO ARCHITECTURAL DRAWINGS.

AutoCAD SHX Text-

AutoCAD SHX TextPENETRATION IN SLAB AS REQUIRED BY ARCHITECT AND SERVICE'S ENGINEER

AutoCAD SHX TextB2

AutoCAD SHX TextB2

AutoCAD SHX TextB2

AutoCAD SHX TextB2

AutoCAD SHX TextB2

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AutoCAD SHX TextM



AutoCAD SHX TextPRECAST SLAB IN HATCHED AREA TO BE DROPPED ADDITIONAL 50mm TO ACHIEVE 50mm DROP IN WET AREAS. PROVIDE 110mm TOPPING WHERE NO DROP REQUIRED

AutoCAD SHX TextB2

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AutoCAD SHX Text%%uROOF FRAMING PLAN


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