Post on 22-Jul-2019
CUSTOMER REF.BRANCH P.O.
REV. PAGE No.
AIL ENG'G No.
DWG. CHKDRAWN BYDES. CHKDESIGNED
NUMBERDRAWING
DESCRIPTIONBYDATEREV NO.
Atlantic Industries LimitedCALL TOLL FREE IN NORTH AMERICA 1-877-AIL-PIPE
06-D
BO-0
05-0
1,02,03
.dwg
M
ar 0
7, 20
18
www.ail.ca www.atlanticindustries.usTHIS DRAWING IS THE PROPERTY OF ATLANTIC INDUSTRIES LIMITED (AIL) AND MAY CONTAIN PROPRIETARY INFORMATION. WRITTEN APPROVAL MUST BE GIVEN BY AIL PRIOR TO ANY INFORMATION CONTAINED HEREIN BEING USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS ISSUED. THIS DRAWING SHALL BE RETURNED TO AIL UPON REQUEST. © ATLANTIC INDUSTRIES LIMITED (2005)
DISTRICT OF NORTH VANCOUVERKEITH CREEKSTRUCTURE GEOMETRY, NOTES, BASE ANGLE DETAIL 06-DBO-005-01
06-DB-010AR 11 JUL 06KBW 10 AUG 06LM 31 JUL 06KBW 10 AUG 06 1 OF 41
NEUTRAL AXIS
TYPE 4 CROWN RIBS@ 229mm c/c
TYPE 2 SIDE/HAUNCHRIBS @ 1372mm c/c
A.I.L. DS-14B DUR-A-SPANBOX CULVERT STRUCTUREEND AREA = 7.04m²
ROAD GRADE
SIDE ANGLE= 13.65°
1-
DETAIL
CONCRETEFOOTING
3795INSIDE BOTTOM SPAN
3859c/c ANCHOR BOLTS
19x50mm BOLTS & NUTSSPACED EVERY 457 c/c
DUR-A-SPAN 80°BASE ANGLE
INSIDE OFBOX CULVERT
DUR-A-SPAN BOXSIDE/HAUNCH PLATE
1-
DETAIL - BASE ANGLE DETAILSCALE 1:10
SCALE 1:30BOX CULVERT GEOMETRY
19x102x225mm GALV. ANCHORBOLT c/w DBL. NUTS SPACEDEVERY 457 c/c (TYP)
GENERAL NOTES1N = 244mmALL DIMENSIONS ARE TO THE INSIDE CREST OF ALUMINUM UNLESS NOTED OTHERWISE.REQUIRED TORQUE ON BOLTS: MINIMUM 155 N.m (115 ft.lbs)
AVERAGE 170 N.m (125 ft.lbs)MAXIMUM 185 N.m (135 ft.lbs)
1. DESIGN STANDARDS, SPECIFICATIONS, AND GUIDELINES1.1. AASHTO 16th EDITION (1996) SECTION 12.8, STRUCTURAL PLATE BOX CULVERTS1.2. CANADIAN STANDARDS ASSOCIATION (CSA).1.3. ASTM STANDARDS (B864/B864M, B746/B746M)
2. DESIGN PARAMETERS2.1. LIVE LOAD CL-625 TRUCK, TANDEM AXLE = 250 kN, CAN/CSA-S6-00.2.2. DESIGN UNIT WEIGHT OF SOIL = 22 kN/m³.2.3. DESIGN HEIGHT OF COVER = 450mm FROM NEUTRAL AXIS OF BARREL CROWN.
3. ALUMINUM CULVERT3.1. ALUMINUM PLATE TO CONFORM TO ASTM B209, FABRICATED FROM ALLOY 5052-H141.3.2. RIBS FABRICATED FROM 6061-T6 ALUMINUM ALLOY, CONFORMING TO ASTM B221.3.3. GALVANIZED STEEL BOLTS AND NUTS - 19mm ∅ , ASTM B746-B746M, TABLE 2 (HOT-DIP GALVANIZED IN
ACCORDANCE WITH ASTM A123/A123M).3.4. ANCHOR BOLTS - 19mm ∅ ASTM A307, GRADE C (HOT-DIP GALVANIZED - IN ACCORDANCE WITH ASTM
A123/A123M).4. EXCAVATING AND BACKFILLING
4.1. THE ENGINEERED BACKFILL ENVELOPE SHALL EXTEND A TOTAL WIDTH OF 5923mm AND A HEIGHT OF 450mmABOVE THE NEUTRAL AXIS OF THE CROWN OF THE STRUCTURE, AS SHOWN ON THE BACKFILL ENVELOPE DETAIL.
4.2. THE GRANULAR MATERIAL IN THE ENGINEERED BACKFILL ZONE SHALL MEET THE REQUIREMENTS SPECIFIED BYATLANTIC INDUSTRIES LIMITED AS SPECIFIED IN THE ENGINEERED BACKFILL MATERIAL NOTES.
4.3. PLACEMENT OF GRANULAR MATERIAL IN THE ENGINEERED BACKFILL ZONE AS SPECIFIED BY ATLANTIC INDUSTRIESIN THE BACKFILL PROCEDURE NOTES.
4.4. WHEN REQUIRED, AS DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER, A GEOTEXTILE OR GRADED SOILFILTER SHALL BE USED BETWEEN THE ENGINEERED BACKFILL AND THE SOIL BEYOND TO PREVENT MIGRATION OFFINES AND POSSIBLE INTERNAL EROSION OF THE SOIL.
4.5. FOOTING ELEVATION MUST PROVIDE ADEQUATE FROST AND SCOUR PROTECTION AS DETERMINED BY OWNER'SGEOTECHNICAL ENGINEER.
4.6. FOOTING DESIGN BASED ON SOIL WITH A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 150 kPa. BEARINGCAPACITY TO BE CONFIRMED BY THE OWNER'S GEOTECHNICAL ENGINEER IN THE FIELD.
4.7. ANY UNSUITABLE FOUNDATION MATERIAL BELOW THE FOOTINGS OR ENGINEERED BACKFILL OF THE DUR-A-SPANSTRUCTURE, AS DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER, SHALL BE EXCAVATED AND REPLACEDWITH SUITABLE MATERIAL AND COMPACTED AS DIRECTED BY SAME.
5. CONCRETE FOOTINGS5.1. CONCRETE MATERIALS AND METHODS OF CONSTRUCTION FOR CAST-IN-PLACE CONCRETE TO CONFORM TO CSA
STANDARDS A23.1-00 AND A23.2-00.5.2. ALL CONCRETE SHALL BE STANDARD WEIGHT WITH 5% MINIMUM AIR ENTRAINMENT.5.3. MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE FOR FOOTINGS = 30 MPa.5.4. MAXIMUM AGGREGATE SIZE = 20mm.5.5. WATER CEMENT RATIO = 0.40 TO 0.505.6. ALL REINFORCING STEEL SHALL CONFORM TO CSA G30.18M, GRADE 400 (GRADE 400W IF CAGES TO BE TACK
WELDED).5.7. ALL REINFORCING STEEL TO HAVE 70mm MIN. CLEAR COVER UNLESS NOTED OTHERWISE.5.8. A307 ANCHOR BOLTS FOR CAST-IN-PLACE FOOTING PROVIDED BY ATLANTIC INDUSTRIES LIMITED.5.9. REINFORCING STEEL DETAILS (HOOKS, BENDS, LAP LENGTH, ETC.) AND DETAILING ABBREVIATIONS AS PER THE
REINFORCING STEEL INSTITUTE OF CANADA (RSIC) MANUAL OF STANDARD PRACTICE.6. HYDRAULICS/SCOUR 6.1. STRUCTURE MUST MEET HYDRAULIC REQUIREMENTS OF THE SITE AS DETERMINED BY THE
OWNER'S HYDROTECHNICAL ENGINEER. 6.2. PLACE RIP-RAP PROTECTION AS DESIGNED AND SUPPLIED BY THE OWNER'S
HYDROTECHNICAL ENGINEER. EXTENT AND SIZE SHALL BE DETERMINED BY THE OWNER'S HYDROTECHNICAL ENGINEER.
R755
7 INSIDE
R768 IN
SIDE
32
450
COVE
R22
29INSIDE
RISE
3795 INSIDE BOTTOM SPAN
12.90°
69.90°
1646
FLAT
LEG
3859 c/c ANCHOR BOLTS
TYPE 4 RIB SPLICE
0 10 AUG 06 LM ISSUED FOR REVIEW
13.65°
59
CONCRETEFOOTING)
SIDE ANGLE= 13.65°
32
1 17 AUG 06 LM ISSUED FOR CONSTRUCTION, SEALED
DETAIL - CAST-IN-PLACE FOOTINGSCALE 1:10
INSIDE OFSTRUCTURE
4-10M BARS
10M @ 175 c/c
100
CLR.
2-
2-
DETAIL
CONCRETEFOOTING
220 76 304
600
300
CUSTOMER REF.BRANCH P.O.
REV. PAGE No.
AIL ENG'G No.
DWG. CHKDRAWN BYDES. CHKDESIGNED
NUMBERDRAWING
DESCRIPTIONBYDATEREV NO.
Atlantic Industries LimitedCALL TOLL FREE IN NORTH AMERICA 1-877-AIL-PIPE
06-D
BO-0
05-0
1,02,03
.dwg
M
ar 0
7, 20
18
www.ail.ca www.atlanticindustries.usTHIS DRAWING IS THE PROPERTY OF ATLANTIC INDUSTRIES LIMITED (AIL) AND MAY CONTAIN PROPRIETARY INFORMATION. WRITTEN APPROVAL MUST BE GIVEN BY AIL PRIOR TO ANY INFORMATION CONTAINED HEREIN BEING USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS ISSUED. THIS DRAWING SHALL BE RETURNED TO AIL UPON REQUEST. © ATLANTIC INDUSTRIES LIMITED (2005)
DISTRICT OF NORTH VANCOUVERKEITH CREEKPLATE LAYOUT, DETAILS, BILL OF MATERIALS 06-DBO-005-02
06-DB-010AR 11 JUL 06KBW 10 AUG 06LM 31 JUL 06KBW 10 AUG 06 2 OF 41
0 10 AUG 06 LM ISSUED FOR REVIEW
14N
SIDE
/HAU
NCH/
CROW
N PL
ATE
28N
PERIPH
ERY
7N T
YPE
4 C
CROW
N RIB
@22
9 c/
c
T.C.L.
TYPE 'A' ANGLE
3-
DETAIL 5-
DETAIL 5VARIES68614N SIDE/HAUNCH/CROWN PLATE
QTY ITEM LENGTH MARKRADIUSTHICKNESS5.72
13722
5 TYPE 2 11N SIDE/HAUNCH RIB VARIES
19x50 BOLT & NUT 19 ∅ 50
5 TYPE 2 8N SIDE/HAUNCH RIB VARIES
5 TYPE 4 RIB SPLICE 762126 TYPE 4 7N CROWN RIB 7621
TYPE 'A' 80° BASE ANGLE4 3187TYPE 'B' 80° BASE ANGLE2 534
19x102 BOLT & NUT 19 ∅ 10220
BILL OF MATERIALS
985
38 7 PAIRS OF HOLES @ 457 c/c 406
267 7 ANCHOR BOLT HOLES @ 457.2 c/c 177
PLAN VIEW - STRUCTURE LAYOUTSCALE 1:50
3-
DETAIL - TYPE 'A' 80° BASE ANGLE
5-
DETAIL - ANGLE SPACINGSCALE 1:25
A GAP OF APPROX. 13 MAY OCCURTO MAINTAIN THE 457mm c/c SPACINGOF HOLES IN ADJACENT BASE ANGLES
457457 457
457 c/cTYP.
3187
TYPE 'A' ANGLE TYPE 'B'
TYPE 'B' TYPE 'A' ANGLE TYPE 'A' ANGLE
14N14N 14N 14N 14N
14N 14N 14N 14N 14N14N
6.5N
FLAT
4NCU
RVE
@ R
768
7NCU
RVE
@ 7
557
6.5N
FLAT
4NCU
RVE
@ R
768
8N T
YPE
2 A
SIDE
/HAU
NCH
RIB
@ 137
2 c/
c
11N
TYPE
2 B
SIDE
/HAU
NCH
RIB
@ 137
2 c/
c
4-
DETAIL
BASE ANGLE LAYOUT = 2 pcs @ TYPE 'A', 1 pc @ TYPE 'B'
14N
SIDE
/HAU
NCH/
CROW
N PL
ATE
5 RINGS @ 1371.6 = 6858
1 RING @ 685.8, 4 RINGS @ 1371.6, 1 RING @ 685.8 = 6858686 686
BASE ANGLE LAYOUT = 1 pc @ TYPE 'B', 2 pcs @ TYPE 'A'
38
2 PAIRS OFHOLES @ 457 c/c
267
4-
DETAIL - TYPE 'B' 80° BASE ANGLE
39
267
534
"A""A" "A" "A" "A"
"B" "B" "B" "B"
2 pcs REQUIREDSCALE 1:25
4 pcs REQUIREDSCALE 1:25
14N SIDE/HAUNCH/CROWN PLATE14N SIDE/HAUNCH/CROWN PLATE4
5.725.72 1372
VARIESVARIES
"A""B"ABC
19x100x225 ANCHOR BOLTc/w DOUBLE NUTS30 19 ∅
550
TYPE 4RIB SPLICE
202027611729
1 17 AUG 06 LM ISSUED FOR CONSTRUCTION, SEALED
CUSTOMER REF.BRANCH P.O.
REV. PAGE No.
AIL ENG'G No.
DWG. CHKDRAWN BYDES. CHKDESIGNED
NUMBERDRAWING
DESCRIPTIONBYDATEREV NO.
Atlantic Industries LimitedCALL TOLL FREE IN NORTH AMERICA 1-877-AIL-PIPE
06-D
BO-0
05-0
1,02,03
.dwg
M
ar 0
7, 20
18
www.ail.ca www.atlanticindustries.usTHIS DRAWING IS THE PROPERTY OF ATLANTIC INDUSTRIES LIMITED (AIL) AND MAY CONTAIN PROPRIETARY INFORMATION. WRITTEN APPROVAL MUST BE GIVEN BY AIL PRIOR TO ANY INFORMATION CONTAINED HEREIN BEING USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS ISSUED. THIS DRAWING SHALL BE RETURNED TO AIL UPON REQUEST. © ATLANTIC INDUSTRIES LIMITED (2005)
DISTRICT OF NORTH VANCOUVERKEITH CREEKBACKFILL INFORMATION, RIB DETAILS 06-DBO-005-03
06-DB-010AR 11 JUL 06KBW 10 AUG 06LM 31 JUL 06KBW 10 AUG 06 3 OF 41
0 10 AUG 06 LM ISSUED FOR REVIEW
1.0 THE GRANULAR BACKFILL MATERIAL IN THE ENGINEERED BACKFILL ZONE SHALL BE PLACED UNIFORMLY ONBOTH SIDES OF THE STRUCTURE SIMULTANEOUSLY, IN LAYERS OF 200mm IN DEPTH (BEFORE COMPACTION)AND COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DRY DENSITY (ASTM D698). THE DIFFERENCE INLEVELS OF THE BACKFILL ON THE TWO SIDES AT ANY TRANSVERSE SECTION SHALL NOT EXCEED 400mm.
2.0 HEAVY VIBRATORY COMPACTION EQUIPMENT SHALL NOT BE ALLOWED WITHIN 1000mm OF THE STRUCTUREWALL OR CLOSE ENOUGH TO CAUSE DISTORTION. AREAS CLOSEST TO THE STRUCTURE SHALL BECOMPACTED USING VIBRATORY OR TAMPING EQUIPMENT RUNNING PARALLEL WITH THE LENGTH OF THESTRUCTURE AT ALL TIMES. SEE NOTE 5.0 BELOW FOR COMPACTING OVER THE TOP OF THE STRUCTURE.
3.0 AT NO TIME SHALL THE BACKFILL MATERIAL BE DUMPED NEXT TO THE STRUCTURE WALL SO AS TO CHANGETHE SHAPE OR ALIGNMENT. MATERIAL IS NOT TO BE DUMPED ON TOP OF THE STRUCTURE AT ANY TIME.TRUCKS CAN UNLOAD IN ROUGH LAYERS STARTING NO CLOSER THAN 1500mm FROM THE SIDE WALLS.HEAVY EQUIPMENT SHALL ALSO VEER AWAY FROM THE ENDS OF THE STRUCTURE BARREL.
4.0 THE STRUCTURE SHALL BE CHECKED PERIODICALLY DURING THE BACKFILLING PROCEDURE TO ENSURE THESHAPE IS CONSISTENT WITH THE MANUFACTURER'S TOLERANCES.
5.0 PLACE AND COMPACT THE BACKFILL OVER THE TOP OF THE STRUCTURE (ABOVE 3/4 OF THE RISE) USINGLIGHT EQUIPMENT PERPENDICULAR TO THE LONGITUDINAL AXIS OF THE STRUCTURE. THE MINIMUM REQUIREDCOVER OVER THE STRUCTURE WILL BE DETERMINED BY THE ENGINEER FOR EACH PIECE OF EQUIPMENT. NOEQUIPMENT SHALL BE ALLOWED OVER THE STRUCTURE THAT WOULD EXCEED THE DESIGN LIVE LOAD AT THEFINAL MINIMUM DESIGN HEIGHT OF COVER.
6.0 THE OWNER OR OWNER'S DELEGATE WILL BE RESPONSIBLE FOR CONDUCTING COMPACTION TESTING TOENSURE COMPLIANCE WITH THE DESIGN AND SPECIFICATIONS.
BACKFILL PROCEDURE
ENGINEERED BACKFILL MATERIAL1.0 GENERAL REQUIREMENTS
1.1 THE SOIL SHALL SATISFY STRENGTH AND COMPRESSIBILITY CRITERIA USED IN THE DESIGN OF THESOIL-METAL STRUCTURE AND SHALL NOT BE ADVERSELY AFFECTED AFTER PLACEMENT BY WETTING,DRYING, SATURATION, FREEZING, THAWING, VIBRATIONS OR BY FLOWING WATER.
2.0 SOIL GRADATION REQUIREMENTS2.1 MAXIMUM PARTICLE SIZE
THE LARGEST PARTICLE SIZE OF THE SOIL USED WITHIN THE ENGINEERED BACKFILL ZONE SHALL NOT BEGREATER THAN 76mm.
2.2 FINES CONTENTTHE FINES CONTENT SHALL NOT EXCEED 10% FOR THE SOIL PLACED WITHIN THE ENGINEERED BACKFILLZONE.
2.3 GRADATION CHARACTERISTICSTHE GRADATION OF THE SOIL WITHIN THE ENGINEERED BACKFILL ZONE SHALL SATISFY:
Cu > 10, OR Cmu > 7 AND 1 < Cc < 3WHERE Cu = D60/D10
Cmu = D70/D20Cc = (D30)2 /(D10 x D60)
2.4 PLASTICITYTHE PLASTICITY OF THE SOIL USED WITHIN THE ENGINEERED BACKFILL ZONE SHALL SATISFY LL < 20 ANDPI < 5%.
2.5 PARTICLE ANGULARITYPARTICLE ANGULARITY SHALL BE DETERMINED ON MATERIAL LARGER THAN 25mm BY VISUALEXAMINATION. THE SOIL FRACTION LARGER THAN 25mm IN SIZE THAT IS PLACED WITHIN THE ENGINEEREDBACKFILL ZONE SHALL CONTAIN A MINIMUM 35% BY WEIGHT OF ANGULAR OR SUB ANGULAR PARTICLES.
2.6 PARTICLE ELONGATION AND FLATNESSPARTICLE ELONGATION AND FLATNESS SHALL BE DETERMINED ON MATERIAL LARGER THAN 5mm BYVISUAL EXAMINATION. FLAT OR ELONGATED PARTICLES LARGER THAN 5mm IN LEAST DIMENSION SHALLNOT EXCEED 25% BY WEIGHT OF THE SOIL USED IN THE ENGINEERED BACKFILL ZONE.
2.7 PARTICLE DURABILITYNOT MORE THAN 10% OF THE 25mm OR LARGER FRACTION OF THE SOIL TO BE USED WITHIN THEENGINEERED BACKFILL ZONE SHALL HAVE A SLAKE DURABILITY INDEX, Id, LESS THAN 95% AFTER ONECYCLE OR 90% AFTER TWO CYCLES.
3.0 DELETERIOUS MATERIALS3.1 HUMIC ORGANIC MATTER IN EXCESS OF 0.5% (DRY WEIGHT BASIS) AND SHALES AND CLAYSTONES ARE
CONSIDERED DELETERIOUS MATERIALS AND SHALL NOT BE ALLOWED FOR USE IN THE ENGINEEREDBACKFILL ZONE.
3.2 FROZEN MATERIAL SHALL NOT BE ALLOWED FOR USE IN THE ENGINEERED BACKFILL ZONE.4.0 QUALITY ASSURANCE
4.1 QUALITY CONTROL STATISTICAL PROCEDURES AND OR GUIDELINES PROVIDED BY THE PROJECT OWNER ORAUTHORIZED REPRESENTATIVE SHALL BE ADOPTED IN RESPECT OF SOIL SAMPLING, LABORATORY AND INSITU TESTING, AND CRITERIA FOR ACCEPTANCE OF THE SOIL COMPONENT OF THE SOIL-METAL STRUCTURE.
BACKFILL ENVELOPESCALE 1:40
A.I.L. DS-14B DUR-A-SPANBOX CULVERT STRUCTURE
ROAD GRADEENGINEEREDBACKFILL ZONE
NEUTRAL AXIS
TYPE 2HAUNCH RIBS
TYPE 4 RIB SPLICE
32
450
COVE
R22
29INSIDE
RISE
64
1000 3795 INSIDE BOTTOM SPAN
64
1000
5923 ENGINEERED BACKFILL ENVELOPE WIDTH
SECTION - HAUNCH RIB
SECTION - CROWN RIB & RIB SPLICEA-
B-
DETAIL - RIB SPLICESCALE 1:8
A-
-BTYPE 4 RIB SPLICE
TYPE 2 HAUNCH RIB ATYPE 2 HAUNCH RIB B
38 247 318 102 140 102 38
985
22 x 38mmSLOTTED HOLES
13
TYPE 2 RIB A
TYPE 2 RIB B
BOLTS & NUTSSTRUCTURAL PLATE
TYPE 4 RIB SPLICE
5-
CONCRETEFOOTING
1 17 AUG 06 LM ISSUED FOR CONSTRUCTION, SEALED
6-
DETAIL
3868
638
5 pcs REQUIREDSCALE 1:20
TYPE 4 RIB SPLICE ELEVATION VIEW
64 102
19
76
64
364076
DETAIL - HAUNCH RIB A @ SPLICE
22x38 SLOTTED HOLES (TYP.) 22x38 SLOTTED HOLES (TYP.)
DETAIL - HAUNCH RIB B @ SPLICE
764036
76
19
6464102318244
SHOP NOTES:CORNERS OF PLATES AT RECEIVING ANGLE ENDAND BOTTOM ENDS (FLAT LEG) OF SIDE/HAUNCH RIBS TO BE PAINTED BLUE.
NOTE:COMPONENTS ON THIS DRAWING ARE SHOWN IN MILLIMETRES.
RIBS & PLATES ARE SHOWN IN OUTSIDE PLANVIEW UNLESS NOTED OTHERWISE.
8-
7-
9139 63
SCALE 1:10 SCALE 1:10 ELEVATION VIEWELEVATION VIEW
38 102 140 102 318 247 38
985CURVE @ 7621R
22x38 SLOTTED HOLES (TYP.)
38 140
280
382
700
947
CUSTOMER REF.BRANCH P.O.
REV. PAGE No.
AIL ENG'G No.
DWG. CHKDRAWN BYDES. CHKDESIGNED
NUMBERDRAWING
DESCRIPTIONBYDATEREV NO.
Atlantic Industries LimitedCALL TOLL FREE IN NORTH AMERICA 1-877-AIL-PIPE
06-D
BO-0
05-0
4.dw
g Ma
r 07
, 2
018
www.ail.ca www.atlanticindustries.usTHIS DRAWING IS THE PROPERTY OF ATLANTIC INDUSTRIES LIMITED (AIL) AND MAY CONTAIN PROPRIETARY INFORMATION. WRITTEN APPROVAL MUST BE GIVEN BY AIL PRIOR TO ANY INFORMATION CONTAINED HEREIN BEING USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT WAS ISSUED. THIS DRAWING SHALL BE RETURNED TO AIL UPON REQUEST. © ATLANTIC INDUSTRIES LIMITED (2005)
DISTRICT OF NORTH VANCOUVERKEITH CREEKPLATE AND RIB PUNCHING AND FORMING DETAILS 06-DBO-005-04
06-DB-010AR 11 JUL 06KBW 10 AUG 06LM 31 JUL 06KBW 10 AUG 06 4 OF 41
0 14 AUG 06 LM ISSUED FOR REVIEW
3536
381372
38
CHANNELEND OFPLATE
14N SIDE/HAUNCH/CROWN PLATE "A"5.72mm THICK5 pcs REQUIREDSCALE 1:40
1646FLAT
976CURVE @ 768R
914CURVE @ 7557R
4438222244
3536
381372
38
CHANNELEND OFPLATE
14N SIDE/HAUNCH/CROWN PLATE "B"5.72mm THICK4 pcs REQUIREDSCALE 1:40
1646FLAT
976CURVE @ 768R
914CURVE @ 7557R
4438222244
14N SIDE/HAUNCH/CROWN PLATE5.72mm THICK2 pcs REQUIREDSCALE 1:40
CHANNELEND OFPLATE
1044CURVE @ 832R
488CURVE @ 7621R
2020
261261261123247118
1401
5 pcs REQUIREDSCALE 1:20
8N TYPE 2 SIDE/HAUNCH RIB A
-7DETAIL
22x38 SLOTTED HOLES (TYP.)
130
1140
879
618
488
364
118
PLAN VIEW
131
1532
1654
1898
2020
122244122
488FLAT
131 261 261 261 131 123 247 247 22544
225 118
27611044
CURVE @ 832R1229
CURVE @ 7621R
11N TYPE 2 SIDE/HAUNCH RIB B5 pcs REQUIREDSCALE 1:20
DETAIL8-
22x38 SLOTTED HOLES (TYP.)
PLAN VIEW
122 244 122
488FLAT
124 247 247 22544
225 247 247 123
1729CURVE @ 7621R
26 pcs REQUIREDSCALE 1:20
7N TYPE 4 CROWN RIB C
124
371
618
843
887
1112
1359
1606
PLAN VIEW
22x38 SLOTTED HOLES (TYP.)
1729
35361646FLAT
976CURVE @ 768R
914CURVE @ 7557R
4438222244
122
366
488
618
879
1141
1401
1532
1655 1902
2149
2374
2419
2644
2761
1 17 AUG 06 LM ISSUED FOR CONSTRUCTION, SEALED