general notes abbreviations drawing theme · contractor as builder construction and quality control...
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GENERAL NOTES
SUBMITTALS STRUCTURAL DRAWING LIST
DRAWING THEME
ABBREVIATIONS
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CONSULTING ENGINEERS
1661 West 5th AvenueVancouver B.C.Canada V6J 1N5
604 734 8822Facsimile
A Partnership of Corporations
604 734 8842Telephone
210130
2010-06-23 ISSUED FOR TENDER
GENERAL NOTES
S101
LETTERS OF ASSURANCE
SPECIALTY STRUCTURAL ENGINEER
TENDER DOCUMENTS
TEMPORARY AND ANCILLARY WORKSAND SITE SAFETY
SITE CONDITIONS ANDCONTRACTOR REQUESTED CHANGES
DESIGN BY CONTRACTORS
FIELD REVIEW BY GLOTMAN-SIMPSON
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CONSULTING ENGINEERS
1661 West 5th AvenueVancouver B.C.Canada V6J 1N5
604 734 8822Facsimile
A Partnership of Corporations
604 734 8842Telephone
210130
2010-06-23 ISSUED FOR TENDER
GENERAL NOTES
S102
CONTRACTOR AS BUILDERCONSTRUCTION AND QUALITY CONTROL
BUILDING ENVELOPE
VERIFICATION OF CONSTRUCTION BYOTHERS
GENERAL
DESIGN PARAMETERS
SECONDARY AND ARCHITECTURALBUILDING COMPONENTS
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CONSULTING ENGINEERS
1661 West 5th AvenueVancouver B.C.Canada V6J 1N5
604 734 8822Facsimile
A Partnership of Corporations
604 734 8842Telephone
210130
2010-06-23 ISSUED FOR TENDER
GENERAL NOTES
S103
MATERIALS CONSULTANT
SPECIALTY PRODUCTS USED IN DESIGNGEOTECHNICAL CONSULTANT
FOUNDATION AND SOILS WORK
STEEL PIPE PILES
CONCRETE MATERIALS
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SOUTH DYKERIVERFRONT WALKWAY Drawn by:
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CONSULTING ENGINEERS
1661 West 5th AvenueVancouver B.C.Canada V6J 1N5
604 734 8822Facsimile
A Partnership of Corporations
604 734 8842Telephone
210130
2010-06-23 ISSUED FOR TENDER
GENERAL NOTES
S104
STRUCTURAL DEFLECTIONS
STRUCTURAL STEEL
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CONSULTING ENGINEERS
1661 West 5th AvenueVancouver B.C.Canada V6J 1N5
604 734 8822Facsimile
A Partnership of Corporations
604 734 8842Telephone
210130
2010-06-23 ISSUED FOR TENDER
GENERAL NOTES
S105
SEE DRAWINGSS201, S501
SEE DRAWINGSS201, S501
SEE DRAWINGSS202, S502
PIER 01 PIER 02 LOOK OUT
SITE PLAN1:1500SEG/NAA
Consultant: Stamp: Project: Drawing Title: Project No.:
Sheet No.:
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CONSULTING ENGINEERS
1661 West 5th AvenueVancouver B.C.Canada V6J 1N5
604 734 8822Facsimile
A Partnership of Corporations
604 734 8842Telephone
210130
2010-06-23 ISSUED FOR TENDER
SITE PLAN
1:1500 S200
PIER 01 AT ZONE A & PIER 02 AT ZONE B PLAN1:50SEG/NAA
HSS
152
x152
x9.5
HSS
102
x102
x6.4
HSS
102
x102
x6.4
HSS
102
x102
x6.4
HSS
102
x102
x6.4
HSS
102
x102
x6.4
HSS
102
x102
x6.4
HSS
102
x102
x6.4
HSS
152
x152
x9.5
HSS
152
x152
x9.5
HSS
152
x152
x9.5
HSS
152
x152
x9.5
HSS
152
x152
x9.5
HSS
152
x152
x9.5
HSS
152
x152
x9.5
HSS
152
x152
x6.4
HSS 152x152x9.5
HSS 152x152x9.5
HSS 152x152x9.5
HSS
76x7
6x6.
4
HSS 76x76x6.4
HSS
76x7
6x6.
4
HSS 76x76x6.4
HSS
76x7
6x6.
4
HSS 76x76x6.4
HSS
76x7
6x6.
4
HSS 76x76x6.4
8 EQUAL SPACES 6 EQUAL SPACES
STEEL GRATINGBY OTHERS
PILE BY OTHERSTYPSEE GEOTECH.
1S501
ELEV
1S501
ELEVOPP
3S601
3S501
2S501
ELEV
HSS 76x76x6.4
HSS 76x76x6.4
HSS 76x76x6.4
HSS
76x
76x6
.4
HSS
76x
76x6
.4
HSS
76x
76x6
.4
300MAX
± 11000 SEE ARCH ± 8000 SEE ARCH
± 46
00 S
EE
ARC
H
± 25
00 S
EE
ARC
H
450
450
2S601
TYP
ALL MEMBERS HD GALVANIZED
PIER # 01CONNECTED TO TIMBERPILES AT SHORESEE 2/S602
Consultant: Stamp: Project: Drawing Title: Project No.:
Sheet No.:
SOUTH DYKERIVERFRONT WALKWAY Drawn by:
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Date:
Scale:
no:
Revisions:
date: item:[email protected]
CONSULTING ENGINEERS
1661 West 5th AvenueVancouver B.C.Canada V6J 1N5
604 734 8822Facsimile
A Partnership of Corporations
604 734 8842Telephone
210130
2010-06-23 ISSUED FOR TENDER
1:50 S201
LOOK-OUT AT ZONE A PLAN1:50SEG/NAA
W310x79
HSS
152
x152
x9.5
HSS
152
x152
x9.5
HSS
152
x152
x9.5
HSS
152
x152
x9.5
HSS
152
x152
x9.5
HSS
152
x152
x9.5
HSS
152
x152
x9.5
HSS
152
x152
x9.5
HSS
152
x152
x6.4
HSS 152x152x9.5
HSS
76x7
6x6.
4
HSS 76x76x6.4
HSS
76x7
6x6.
4
HSS 76x76x6.4
HSS
76x7
6x6.
4
HSS 76x76x6.4
1S502
ELEV
3S502
ELEV2S502
ELEV
STEEL GRATINGBY OTHERS
± 46
00 S
EE
ARC
H
300MAX
300
MAX
± 25
00 S
EE
ARC
H
± 8000 SEE ARCH
8 EQUAL SPACES
1S602
450
450
ALL MEMBERS HD GALVANIZED
HSS
152
x152
x9.5
SEE GEOTECH.
Consultant: Stamp: Project: Drawing Title: Project No.:
Sheet No.:
SOUTH DYKERIVERFRONT WALKWAY Drawn by:
Checked by:
Date:
Scale:
no:
Revisions:
date: item:[email protected]
CONSULTING ENGINEERS
1661 West 5th AvenueVancouver B.C.Canada V6J 1N5
604 734 8822Facsimile
A Partnership of Corporations
604 734 8842Telephone
210130
2010-06-23 ISSUED FOR TENDER
LOOK-OUT AT ZONE A PLAN
1:50 S202
BOTTOM CHORD HSS 152x152x9.5
TOP CHORD HSS 152x152x9.5
HSS 76x76x6.4DIAGONAL TYPCf=Tf=150kN
HSS 76x76x6.4VERTICAL TYP U/NCf=Tf=50kN
PILE BY OTHERS
PILE BY OTHERS
HSS 152x152x9.5Cf=Tf=150kN
HSS 152x152x9.5Cf=Tf=150kN
HSS 152x152x9.5Cf=Tf=150kN
SLIDINGCONNECTION
2S601
1S601
1-
ELEVATION1:50SEG/NAA
2-
ELEVATION1:50SEG/NAA
BOTTOM CHORD HSS 152x152x6.4
TOP CHORD HSS 152x152x6.4
HSS 76x76x6.4Cf=Tf=50kN
HSS 152x152x9.5Cf=Tf=100kN
HSS 152x152x9.5Cf=Tf=100kN
4 EQUAL SPACES
8 EQUAL SPACESSEE PLAN FOR SPACES
2S601
3-
SECTION1:50SEG/NAA
TOP CHORD-SEE 1/-
BOTTOM CHORD-SEE 1/-
SIDE DIAGONAL-SEE 1/-TYP
FLOOR BRACE-SEE PLANTYP
SIDE VERTICAL-SEE 1/-TYP
SEE
AR
CH
.13
50 M
AX.
3-
ALL MEMBERS HD GALVANIZED
RETAINING WALLBY OTHERS
PIER # 01CONNECTED TO TIMBERPILE AT SHORESEE 2/S602
Consultant: Stamp: Project: Drawing Title: Project No.:
Sheet No.:
SOUTH DYKERIVERFRONT WALKWAY Drawn by:
Checked by:
Date:
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no:
Revisions:
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CONSULTING ENGINEERS
1661 West 5th AvenueVancouver B.C.Canada V6J 1N5
604 734 8822Facsimile
A Partnership of Corporations
604 734 8842Telephone
210130
2010-06-23 ISSUED FOR TENDER
1:50 S501
1S202
ELEVATION1:50SEG/NAA
BOTTOM CHORD HSS 152x152x9.5
TOP CHORD HSS 152x152x9.5
HSS 152x152x6.4Cf=Tf=150kN
HSS 152x152x6.4Cf=Tf=150kN
HSS 76x76x6.4DIAGONAL TYP
HSS 76x76x6.4VERTICAL TYP U/N
2S202
ELEVATION1:50SEG/NAA
BOTTOM CHORD HSS 152x152x9.5
TOP CHORD HSS 152x152x9.5
HSS 152x152x6.4Cf=Tf=100kN
HSS 152x152x6.4Cf=Tf=100kN
HSS 76x76x6.4DIAGONAL TYPCf=Tf=50kN
HSS 76x76x6.4VERTICAL TYP U/NCf=Tf=50kN
BOTTOM CHORD HSS 152x152x6.4
TOP CHORD HSS 152x152x6.4
HSS 152x152x6.4Cf=Tf=100kN
HSS 152x152x6.4Cf=Tf=100kN
HSS 76x76x6.4Cf=Tf=50kN
3S202
ELEVATION1:50SEG/NAA
ALL MEMBERS HD GALVANIZED
Consultant: Stamp: Project: Drawing Title: Project No.:
Sheet No.:
SOUTH DYKERIVERFRONT WALKWAY Drawn by:
Checked by:
Date:
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no:
Revisions:
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CONSULTING ENGINEERS
1661 West 5th AvenueVancouver B.C.Canada V6J 1N5
604 734 8822Facsimile
A Partnership of Corporations
604 734 8842Telephone
210130
2010-06-23 ISSUED FOR TENDER
LOOK-OUT AT ZONE A ELEVATIONS
1:50 S502
TYP
TYP
TYP
76 CLR
50CLR.
900
FRO
ST D
EPTH
SEE
GEO
TEC
HN
ICAL
900 xTO SUITx 900 HIGH MIN.
15M@300 H2E E/WTOP & BOTTOM
STAINLESS STEELPOLISHED PLATE GLUEDTO BOTTOM PLATE
TEFLON LAYER GLUEDTO TOP PLATE
20x250x250 PLATE20x600x600 PLATEC/W 8-20Ø x 150 NELSON STUDS
1S201
SLIDING CONNECTION AT DYKE SIDE AT PIER 021:10SEG/NAA
TYP
20x250x250 PLATESHIM AS REQUIRED
25 PLATE
25TYP
TYP
TYP
TYP
PILE BYOTHERS
2S201
SECTION AT PILE CONNECTION1:10SEG/NAA
HSS BEYOND
3S201
DETAIL CONNECTION1:10SEG/NAA
TYP
WP
HSS -SEE PLAN
Consultant: Stamp: Project: Drawing Title: Project No.:
Sheet No.:
SOUTH DYKERIVERFRONT WALKWAY Drawn by:
Checked by:
Date:
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no:
Revisions:
date: item:[email protected]
CONSULTING ENGINEERS
1661 West 5th AvenueVancouver B.C.Canada V6J 1N5
604 734 8822Facsimile
A Partnership of Corporations
604 734 8842Telephone
210130
2010-06-23 ISSUED FOR TENDER
SECTIONS AND DETAILS
1:10 S601
20x250x250 PLATESHIM AS REQUIRED
25 PLATE TYP
TYP
PILE BYOTHERS
1S202
SECTION AT W BEAM CONNECTION1:10SEG/NAA
25TYP
Vf =
100
kN
HSS -SEE PLAN
20x250x250 PLATESHIM AS REQUIRED25 PLATE
25TYP
TYP
TYP
TIMBER PILESEE GEOTECH.
2-
PIER # 01 - CONNECTION TO TIMBER PILES AT SHORE1:10SEG/NAA
HSS BEYOND
TYP
20 GALVANIZED PLATEBENT TO MATCH PILEC/W 12-19Ø x150 LONGGALVANIZE LAG SCREWS
Consultant: Stamp: Project: Drawing Title: Project No.:
Sheet No.:
SOUTH DYKERIVERFRONT WALKWAY Drawn by:
Checked by:
Date:
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no:
Revisions:
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CONSULTING ENGINEERS
1661 West 5th AvenueVancouver B.C.Canada V6J 1N5
604 734 8822Facsimile
A Partnership of Corporations
604 734 8842Telephone
210130
2010-06-23 ISSUED FOR TENDER
SECTIONS AND DETAILS
1:10 S602
375
325
300
250
2100
2100
1800
1350
20mm CHAMFER
NOTES:- DESIGN FOR WIND LOAD OF q100=16.0 PSF
POLE SIZE PILASTER SIZECIRCLE SPACING BOLTS
ANCHOR MINIMUM BOLT
FINISH GRADE
MIN
IMU
M P
ILAS
TER
EM
BED
MEN
T
SEE TABLE FOR VERT REINF
- ANCHOR BOLTS TO BE A307 MIN
MINIMUM PILASTEREMBEDMENT
- DESIGN WIND FORCE CALCULATED AS PER FIGURE I-24 IN SUPPLEMENT TO THE NBCC 2005- SQUARE PILASTERS TO BE FORMED
SEE
TAB
LE
BOLT CIRCLE SPACING SEE TABLE OR AS PER MANUFACTURERS SPECIFICATIONS
LAMP STANDARD BY OTHERS SEE TABLE FOR SIZE
ANCHOR BOLTS TO BE A307 BOLTS - SEE TABLE FOR SIZE AND SPACING
CONC PILASTER SEE TABLE
10M TIES @ 300C/W 3 TIES @ 75 TOP
FREE DRAINING GRANULAR FILL COMPACTED TO 95 % STANDARD PROCTOR DENSITY AND TO THE APPROVAL OF GEOTECHNICAL ENGINEER
MINIMUM ALLOWABLE SOIL BEARING PRESSURE 2500 PSFGEOTECHNICAL ENGINEER TO CONFIRM ON SITE
110 x 110 x4000 HIGH
135 x 135 x6000 HIGH
135 x 135 x7500 HIGH
150 x 150 x10500 HIGH
710 DIA SONOTUBE OR 510x510 SQ. R/W 8-20M VERTS
660 DIA SONOTUBE OR 450x450 SQ. R/W 10-15M VERTS
610 DIA SONOTUBE OR 400x400 SQ. R/W 8-15M VERTS
560 DIA SONOTUBE OR 350x350 SQ. R/W 6-15M VERTS
4-20 DIAx 550 LG.
4-20 DIAx 750 LG.
4-25 DIAx 900 LG.
4-25 DIAx 900 LG.
1-
TYPICAL LAMP STANDARD BASE DETAILNTS GSC-LSC2A-4 / SEG/NAA
- GROINED SOILS (WITH SPT < 1) -SEE GEOTECHNICAL REPORT- SOIL BEARING CAPACITY = 15 kPa
PILASTER 900x900R/W B15M@300 VERTC/W 10M TIES @300 + 3-10MTIES @75 EXTRA TOP
FOOTING 1800x1800 x300 DPR/W B15M-H2E@300 E/W TOP& BOTTOMS
EEA
RC
H.
ANCHOR BOLTS-SEE TABLE
450
MIN
.S
OIL
300
DP
FOO
TIN
G
600
DP
REI
NFO
RC
EDLI
GH
T W
EIG
HT
FILL
SEE
GEO
TEC
HN
ICAL
REP
OR
T
NAT
UR
ALS
OIL
Consultant: Stamp: Project: Drawing Title: Project No.:
Sheet No.:
SOUTH DYKERIVERFRONT WALKWAY Drawn by:
Checked by:
Date:
Scale:
no:
Revisions:
date: item:[email protected]
CONSULTING ENGINEERS
1661 West 5th AvenueVancouver B.C.Canada V6J 1N5
604 734 8822Facsimile
A Partnership of Corporations
604 734 8842Telephone
210130
2010-06-23 ISSUED FOR TENDER
SECTIONS AND DETAILS
AS SHOWN S603