FIJI NATIONAL UNIVERSITY - fnu.ac.fj · all welds to be sp \⠀匀吀刀唀䌀吀唀刀䄀䰀...
Transcript of FIJI NATIONAL UNIVERSITY - fnu.ac.fj · all welds to be sp \⠀匀吀刀唀䌀吀唀刀䄀䰀...
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FIJI NATIONAL UNIVERSITYPROPOSED THREE STOREY BUILDING AT
FIJI MARITIME ACADEMY, SUVA
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextREV
AutoCAD SHX TextDATE
AutoCAD SHX TextDWG. TITLE
AutoCAD SHX TextSCALE (A1)
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDATE
AutoCAD SHX TextDESIGN
AutoCAD SHX TextSCALE (A3)
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
AutoCAD SHX Text(679) 3305 638
AutoCAD SHX TextS
AutoCAD SHX Textv
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AutoCAD SHX Texta
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AutoCAD SHX Text.
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 Text(64-9) 377 5622
AutoCAD SHX TextFax
AutoCAD SHX TextPhone
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 TextMAXIMUM HEIGHT 4200 = 150x50 AT 600 CRS.
AutoCAD SHX TextPARALLEL FLANGE CHANNEL
AutoCAD SHX TextPLAIN BAR GRADE 300
AutoCAD SHX TextMAXIMUM HEIGHT 3700 = 100x50 AT 400 CRS.
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.
AutoCAD SHX Text6)
AutoCAD SHX Text5)
AutoCAD SHX Text4)
AutoCAD SHX Text3)
AutoCAD SHX TextMAXIMUM
AutoCAD SHX Text%%UTIMBER
AutoCAD SHX TextMINIMUM
AutoCAD SHX TextINTERSECTION POINT
AutoCAD SHX Text2)
AutoCAD SHX Text1)
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
AutoCAD SHX TextHR
AutoCAD SHX TextHD
AutoCAD SHX TextFRR
AutoCAD SHX TextFWAR
AutoCAD SHX TextFW
AutoCAD SHX TextFFL
AutoCAD SHX TextFF
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
AutoCAD SHX TextEXTG, (E)
AutoCAD SHX TextEL, ELEV
AutoCAD SHX TextEW
AutoCAD SHX TextEF
AutoCAD SHX TextDWG
AutoCAD SHX TextDPC
AutoCAD SHX TextDP
AutoCAD SHX TextDIM
AutoCAD SHX TextDIAG
AutoCAD SHX TextDIA
AutoCAD SHX TextCRS
AutoCAD SHX TextD
AutoCAD SHX TextSTAINLESS STEEL
AutoCAD SHX TextS/S
AutoCAD SHX TextTOC
AutoCAD SHX TextTORC
AutoCAD SHX TextTOG
AutoCAD SHX TextTYP
AutoCAD SHX TextUB
AutoCAD SHX TextUC
AutoCAD SHX TextTOS
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AutoCAD SHX TextTFB
AutoCAD SHX TextTHK
AutoCAD SHX TextSYMM
AutoCAD SHX TextSTD
AutoCAD SHX TextUNIVERSAL BEAM
AutoCAD SHX TextTOP OF STEEL
AutoCAD SHX TextTOP OF GRATING
AutoCAD SHX TextTYPICAL
AutoCAD SHX TextSYMMETRICAL
AutoCAD SHX TextSTANDARD
AutoCAD SHX TextTOP
AutoCAD SHX TextTHICK
AutoCAD SHX TextRL
AutoCAD SHX TextRSA,
AutoCAD SHX TextRHS
AutoCAD SHX TextSQ
AutoCAD SHX TextSJ
AutoCAD SHX TextSIM
AutoCAD SHX TextRC
AutoCAD SHX TextREINF
AutoCAD SHX TextREF
AutoCAD SHX TextPFC,
AutoCAD SHX TextRAD
AutoCAD SHX TextR
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.
AutoCAD SHX Textd)
AutoCAD SHX Texte)
AutoCAD SHX Textf)
AutoCAD SHX Textc)
AutoCAD SHX Textb)
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
AutoCAD SHX TextCJ
AutoCAD SHX TextAPPROX
AutoCAD SHX TextB
AutoCAD SHX TextBM
AutoCAD SHX TextC
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.
AutoCAD SHX Text7)
AutoCAD SHX Text5)
AutoCAD SHX Text4)
AutoCAD SHX TextOD
AutoCAD SHX TextO/A
AutoCAD SHX TextNZS
AutoCAD SHX TextPC
AutoCAD SHX TextOPP
AutoCAD SHX TextP
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 Text2)
AutoCAD SHX Text1)
AutoCAD SHX TextUNDER CONSTRUCTION ACTIVITIES.
AutoCAD SHX Text6)
AutoCAD SHX Text7)
AutoCAD SHX Text5)
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.
AutoCAD SHX Text4)
AutoCAD SHX Text3)
AutoCAD SHX Text2)
AutoCAD SHX Text%%UGENERAL
AutoCAD SHX Text1)
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.
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FIJI NATIONAL UNIVERSITYPROPOSED THREE STOREY BUILDING AT
FIJI MARITIME ACADEMY, SUVA
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
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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 TextJ
AutoCAD SHX TextK
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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
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextREV
AutoCAD SHX TextDATE
AutoCAD SHX TextDWG. TITLE
AutoCAD SHX TextSCALE (A1)
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDATE
AutoCAD SHX TextDESIGN
AutoCAD SHX TextSCALE (A3)
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
AutoCAD SHX Text(679) 3305 638
AutoCAD SHX TextS
AutoCAD SHX Textv
AutoCAD SHX TextC
AutoCAD SHX Texti
AutoCAD SHX Textd
AutoCAD SHX Textn
AutoCAD SHX Texta
AutoCAD SHX Textl
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AutoCAD SHX TextE
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AutoCAD SHX Textc
AutoCAD SHX Texte
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AutoCAD SHX Texto
AutoCAD SHX Textr
AutoCAD SHX Textj
AutoCAD SHX Texts
AutoCAD SHX Texte
AutoCAD SHX Textn
AutoCAD SHX Textr
AutoCAD SHX Texta
AutoCAD SHX Textl
AutoCAD SHX Textn
AutoCAD SHX Text.
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 Text(64-9) 377 5622
AutoCAD SHX TextFax
AutoCAD SHX TextPhone
AutoCAD SHX TextPILE LAYOUT PLAN
AutoCAD SHX TextSK
AutoCAD SHX Text06/2017
AutoCAD SHX Text1:200
AutoCAD SHX TextJP
AutoCAD SHX Text1:100
AutoCAD SHX TextT1
AutoCAD SHX TextT1
AutoCAD SHX TextISSUE FOR TENDER
AutoCAD SHX Text22.03.18
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FIJI NATIONAL UNIVERSITYPROPOSED THREE STOREY BUILDING AT
FIJI MARITIME ACADEMY, SUVA
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
AutoCAD SHX Text1:100 (A1), 1:200 (A3)
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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 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
AutoCAD SHX Text(679) 3305 638
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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 Text(64-9) 377 5622
AutoCAD SHX TextFax
AutoCAD SHX TextPhone
AutoCAD SHX TextFOUNDATION PLAN
AutoCAD SHX TextSK
AutoCAD SHX Text06/2017
AutoCAD SHX Text1:200
AutoCAD SHX TextJP
AutoCAD SHX Text1:100
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AutoCAD SHX TextISSUE FOR TENDER
AutoCAD SHX Text22.03.18
-
FIJI NATIONAL UNIVERSITYPROPOSED THREE STOREY BUILDING AT
FIJI MARITIME ACADEMY, SUVA
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 TextBOTTOM
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 TextHD12 AT 150 CRS
AutoCAD SHX TextHD12 AT 150 CRS
AutoCAD SHX TextB
AutoCAD SHX TextA
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX TextHD12 AT 150 CRS
AutoCAD SHX TextTHIS MARK REPRESENTS
AutoCAD SHX TextSTOPPING OF BAR BEHIND
AutoCAD SHX Text(TYPICAL)
AutoCAD SHX TextTOP
AutoCAD SHX TextC
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AutoCAD SHX Text'A' BARS
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AutoCAD SHX Text'C' BARS
AutoCAD SHX Text'D' BARS
AutoCAD SHX TextLEGEND
AutoCAD SHX TextTOP REINFORCEMENT
AutoCAD SHX TextBOTTOM REINFORCEMENT
AutoCAD SHX Text-
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AutoCAD SHX Text75 BOTTOM COVER
AutoCAD SHX TextHD12 AT 150 CRS
AutoCAD SHX TextD
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AutoCAD SHX Text40 TOP COVER
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AutoCAD SHX Text%%uGROUND FLOOR SLAB BOTTOM REINFORCEMENT PLAN
AutoCAD SHX Text1:100 (A1), 1:200 (A3)
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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
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextREV
AutoCAD SHX TextDATE
AutoCAD SHX TextDWG. TITLE
AutoCAD SHX TextSCALE (A1)
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDATE
AutoCAD SHX TextDESIGN
AutoCAD SHX TextSCALE (A3)
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
AutoCAD SHX Text(679) 3305 638
AutoCAD SHX TextS
AutoCAD SHX Textv
AutoCAD SHX TextC
AutoCAD SHX Texti
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AutoCAD SHX Textr
AutoCAD SHX Texta
AutoCAD SHX Textl
AutoCAD SHX Textn
AutoCAD SHX Text.
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 Text(64-9) 377 5622
AutoCAD SHX TextFax
AutoCAD SHX TextPhone
AutoCAD SHX TextSHEET 1
AutoCAD SHX TextSLAB PLAN
AutoCAD SHX TextGROUND FLOOR
AutoCAD SHX TextSK
AutoCAD SHX Text06/2017
AutoCAD SHX Text1:200
AutoCAD SHX TextJP
AutoCAD SHX Text1:100
AutoCAD SHX TextT1
AutoCAD SHX TextT1
AutoCAD SHX TextISSUE FOR TENDER
AutoCAD SHX Text22.03.18
-
FIJI NATIONAL UNIVERSITYPROPOSED THREE STOREY BUILDING AT
FIJI MARITIME ACADEMY, SUVA
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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.
AutoCAD SHX TextUNLESS NOTED OTHERWISE. NO LAPPING ALLOWED.
AutoCAD SHX TextBOTTOM
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 TextHD12 AT 150 CRS
AutoCAD SHX TextHD12 AT 150 CRS
AutoCAD SHX TextB
AutoCAD SHX TextA
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX TextHD12 AT 150 CRS
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 TextHD12 AT 150 CRS
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 Text1:100 (A1), 1:200 (A3)
AutoCAD SHX TextST1
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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
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextREV
AutoCAD SHX TextDATE
AutoCAD SHX TextDWG. TITLE
AutoCAD SHX TextSCALE (A1)
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDATE
AutoCAD SHX TextDESIGN
AutoCAD SHX TextSCALE (A3)
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
AutoCAD SHX Text(679) 3305 638
AutoCAD SHX TextS
AutoCAD SHX Textv
AutoCAD SHX TextC
AutoCAD SHX Texti
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AutoCAD SHX Textn
AutoCAD SHX Text.
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 Text(64-9) 377 5622
AutoCAD SHX TextFax
AutoCAD SHX TextPhone
AutoCAD SHX TextSHEET 2
AutoCAD SHX TextSLAB PLAN
AutoCAD SHX TextGROUND FLOOR
AutoCAD SHX TextSK
AutoCAD SHX Text06/2017
AutoCAD SHX Text1:200
AutoCAD SHX TextJP
AutoCAD SHX Text1:100
AutoCAD SHX TextT1
AutoCAD SHX TextT1
AutoCAD SHX TextISSUE FOR TENDER
AutoCAD SHX Text22.03.18
-
FIJI NATIONAL UNIVERSITYPROPOSED THREE STOREY BUILDING AT
FIJI MARITIME ACADEMY, SUVA
AutoCAD SHX Text4
AutoCAD SHX Text-
AutoCAD SHX Text%%uFIRST FLOOR FRAMING PLAN
AutoCAD SHX Text1:100 (A1), 1:200 (A3)
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.
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AutoCAD SHX TextINDICATES COLUMN TERMINATING BENEATH FLOOR LEVEL
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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-
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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 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
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextREV
AutoCAD SHX TextDATE
AutoCAD SHX TextDWG. TITLE
AutoCAD SHX TextSCALE (A1)
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDATE
AutoCAD SHX TextDESIGN
AutoCAD SHX TextSCALE (A3)
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
AutoCAD SHX Text(679) 3305 638
AutoCAD SHX TextS
AutoCAD SHX Textv
AutoCAD SHX TextC
AutoCAD SHX Texti
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AutoCAD SHX Textl
AutoCAD SHX Textn
AutoCAD SHX Text.
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 Text(64-9) 377 5622
AutoCAD SHX TextFax
AutoCAD SHX TextPhone
AutoCAD SHX TextFRAMING PLAN
AutoCAD SHX TextFIRST FLOOR
AutoCAD SHX TextSK
AutoCAD SHX Text06/2017
AutoCAD SHX Text1:200
AutoCAD SHX TextJP
AutoCAD SHX Text1:100
AutoCAD SHX TextT1
AutoCAD SHX TextT1
AutoCAD SHX TextISSUE FOR TENDER
AutoCAD SHX Text22.03.18
-
FIJI NATIONAL UNIVERSITYPROPOSED THREE STOREY BUILDING AT
FIJI MARITIME ACADEMY, SUVA
AutoCAD SHX Text5
AutoCAD SHX Text-
AutoCAD SHX Text%%uSECOND FLOOR FRAMING PLAN
AutoCAD SHX Text1:100 (A1), 1:200 (A3)
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
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AutoCAD SHX TextA
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AutoCAD SHX TextK
AutoCAD SHX TextL
AutoCAD SHX TextB
AutoCAD SHX TextM
AutoCAD SHX TextU.S.
AutoCAD SHX TextU.S.
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
AutoCAD SHX TextB2
AutoCAD SHX TextU.S.
AutoCAD SHX TextU.S.
AutoCAD SHX Text1
AutoCAD SHX Text3
AutoCAD SHX Text4
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AutoCAD SHX Text2
AutoCAD SHX TextB4
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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
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextREV
AutoCAD SHX TextDATE
AutoCAD SHX TextDWG. TITLE
AutoCAD SHX TextSCALE (A1)
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDATE
AutoCAD SHX TextDESIGN
AutoCAD SHX TextSCALE (A3)
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
AutoCAD SHX Text(679) 3305 638
AutoCAD SHX TextS
AutoCAD SHX Textv
AutoCAD SHX TextC
AutoCAD SHX Texti
AutoCAD SHX Textd
AutoCAD SHX Textn
AutoCAD SHX Texta
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AutoCAD SHX Textr
AutoCAD SHX Texta
AutoCAD SHX Textl
AutoCAD SHX Textn
AutoCAD SHX Text.
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 Text(64-9) 377 5622
AutoCAD SHX TextFax
AutoCAD SHX TextPhone
AutoCAD SHX TextFRAMING PLAN
AutoCAD SHX TextSECOND FLOOR
AutoCAD SHX TextSK
AutoCAD SHX Text06/2017
AutoCAD SHX Text1:200
AutoCAD SHX TextJP
AutoCAD SHX Text1:100
AutoCAD SHX TextT1
AutoCAD SHX TextT1
AutoCAD SHX TextISSUE FOR TENDER
AutoCAD SHX Text22.03.18
-
FIJI NATIONAL UNIVERSITYPROPOSED THREE STOREY BUILDING AT
FIJI MARITIME ACADEMY, SUVA
AutoCAD SHX Text6
AutoCAD SHX Text-
AutoCAD SHX Text%%uROOF FRAMING PLAN
AutoCAD SHX Text1:100 (A1), 1:200 (A3)
AutoCAD SHX TextRB1
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