Download - 14575 Telford Lake NW Boardwalk
DRAWINGS LIST
Project
Title
Scale
DESCRIPTIONNo. DATE
Date
REVISIONS
P.Eng. Permit
BY
Drawn:
Designed:
Design Checked:
Discipline Review: Date
#1, 6325 - 12 St SE Calgary, AB T2H 2K1
Calgary Office 403.254.0544
This drawing, as an instrument of service, is the property of the Engineer and may not be reproduced withoutpermission and unless the reproduction carries their name. All designs and other information shown on thisdrawing are for the use on the specified project only and shall not be used otherwise without the writtenpermission of the Engineer.
Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsiblefor all dimensions and conditions shown on the job and the Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shop drawings shall be submitted to the Engineer forapproval prior to preceeding with fabrication.
Note
Drawing No.
Project No.
Revision No.1 : 350
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TELFORD LAKE, LEDUC, AB
TELFORD LAKEBROADWALK
S0.00
COVER SHEET
14575
LN
Issue DateTU
GC
HN
Issue Date
S1.01 GENERAL NOTES
S2.01 SCREW PILES LAYOUTS2.02 SCREW PILES LAYOUTS2.03 SCREW PILES LAYOUTS2.11 STRUCTURAL PLANS2.12 STRUCTURAL PLANS2.13 STRUCTURAL PLANS2.14 STRUCTURAL PLANS2.15 STRUCTURAL PLANS2.16 STRUCTURAL PLAN
S3.01 SECTIONS & DETAILSS3.02 SECTIONS & DETAILS
1 ISSUED FOR 50% REVIEW 2015.12.07
1. ALL DESIGN, DETAILS, MATERIALS AND CONSTRUCTIONPROCEDURES SHALL CONFORM TO CURRENT EDITIONS OF THEFOLLOWING AS A MINIMUM:- ALBERTA BUILDING CODE 2014 - PART 9- CAN/CSA-086 - ENGINEERING DESIGN IN WOOD- CSA B111 - WIRE NAILS, SPIKES AND STAPLES- CAN/CSA-B34 - MISCELLANEOUS BOLTS AND SCREWS- CANADIAN WOOD-FRAME HOUSE CONSTRUCTION - CMHC- "WOOD DESIGN MANUAL" - CANADIAN WOOD COUNCIL- "WOOD BUILDING TECHNOLOGY" - CANADIAN WOOD COUNCIL
2. ANY CHANGES TO THE FRAMING SHOWN ON THESE DRAWINGS SHALLHAVE PRIOR WRITTEN APPROVAL OF ISL ENGINEERING. FRAMINGCHANGES WHICH HAVE NOT BEEN SO APPROVED WILL BE REJECTED.
3. CONFIRM ALL DIMENSIONS AND OUTLINES WITH THE ARCHITECTURALDRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONALDIMENSIONS, ELEVATIONS AND DETAILS.
4. ANY TIMBER NOT GRADE MARKED WILL BE REJECTED.5. NOTCHING AND DRILLING OF STRUCTURAL ELEMENTS SHALL FOLLOW
THE GUIDELINES SET FORTH IN THE BUILDING CODE PART 9. UNLESSOTHERWISE APPROVED IN WRITING BY ISL.
6. ALL TIMBER ELEMENTS ARE DESIGNED FOR DRY-SERVICE CONDITIONS.SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING ANDVENTILATION DETAILS.
GENERAL
DESIGN CODE : ABC 2014
IMPORTANCE FACTOR (Is) = 1
DEAD LOAD = 0.50 kPaLIVE LOAD = 4.80 kPa
DESIGN DATA
MATERIALS1. JOISTS TO BE S-P-F #2 GRADE OR BETTER2. BUILT-UP BEAMS AND HEADERS TO BE S-P-F #2 GRADE OR BETTER.3. POSTS AND BEAMS TO BE S-P-F #2 GRADE OR BETTER4. ALL DIMENSION LUMBER TO BE SURFACED FOUR SIDES ('S4S').5. TIMBER CONNECTION HARDWARE TO BE SIMPSON STRONG-TIE, OR
EQUIVALENT APPROVED BY ISL. COMPLETE WITH NAILS SUPPLIED BYMANUFACTURER. DO NOT USE P NAILS.
6. NAILS SHALL BE COMMON ROUND STEEL WIRE NAILS. NAILS ARE CALLED UPBY LENGTH AND SHALL CONFORM TO THE FOLLOWING TABLE:
NOTE: SPIRAL OR PNEUMATIC NAILS MAY BE USED IF THEY CONFORM TO THETABLE ABOVE.
7. MISCELLANEOUS STEEL TO BE CAN/CSA-G40.21 OR APPROVED EQUAL.8. BOLTS SHALL BE ASTM A307 OR APPROVED EQUAL. USED WITH STANDARD
CUT STEEL WASHERS UNLESS NOTED OTHERWISE ON DRAWINGS.9. MOISTURE CONTENT OF ALL TIMBER ELEMENTS SHALL NOT EXCEED 19% AT
THE TIME OF CONSTRUCTION OR FABRICATION.10. ALL FASTENERS AND CONNECTION HARDWARE THROUGH PRESERVATIVE
TREATED MATERIALS OR OUTSIDE OF THE MOISTURE BARRIER TO BE HOT DIPGALVANIZED OR STAINLESS STEEL AS SPECIFIED.
NAILING1. NAILING SHALL CONFORM TO THE BUILDING CODE PART 9, AND "WOOD
BUILDING TECHNOLOGY" PUBLISHED BY THE CANADIAN WOOD COUNCIL.NAILING CALLED UP ON THESE DRAWINGS (I.E. FOR SHEATHING) IS BASED ONCOMMON NAILS. SEE NOTE 10 UNDER MATERIALS FOR COMMON NAIL SIZES.
2. DO NOT USE PNEUMATICALLY DRIVEN NAILS WITH JOIST HANGERS ORCONNECTING HARDWARE. NAILS FOR HARDWARE SHOULD BE AS SPECIFIEDOR SUPPLIED BY MANUFACTURER.
JOISTS1. UNLESS NOTED OTHERWISE JOIST HANGERS OF FRAMING ANCHORS SHALL
BE CAPABLE OF DEVELOPING THE SHEAR STRENGTH OF THE SUPPORTEDMEMBER. FOR DIMENSIONAL LUMBER JOISTS, THE FOLLOWING CAPACITIESARE REQUIRED:
2. DIMENSIONAL LUMBER JOISTS SHALL HAVE CROSS-BRIDGING OR FULL-DEPTHBLOCKING AT 1800 O/C ALONG THE SPAN FOR ALL SPANS GREATER THAN3600. CROSS BRIDGING SHALL CONSIST OF 38x38 TIMBER OR APPROVEDSTEEL BRIDGING. JOIST SHALL HAVE FULL-DEPTH BLOCKING OVER DROPPEDBEAMS.
MATERIAL SPECIFICATIONS
JOIST SIZEREQUIRED SHEAR RESISTANCE (kN)
WORKING LOAD FACTORED LOAD
5.5 7.238x89
7.2 9.438x140
8.2 10.638x184
9.53 12.438x235
10.5 13.738x286
DIAMETER PENNY-WEIGHTLENGTH
50 mm (2") 6d2.9 mm (0.113")
65 mm (2 1/2") 8d3.3 mm (0.131")
75 mm (3") 10d3.8 mm (0.148")
80 mm (3 1/4") 12d3.8 mm (0.148")
90 mm (3 1/2") 16d4.1 mm (0.162")
100 mm (4") 20d4.9 mm (0.192")
115 mm (4 1/2") 30d5.3 mm (0.207")
125 mm (5") 40d5.8 mm (0.225")
NEW BOARDWALK
EXISTING BOARDWALK
TELFORD LAKE
1. THE DESIGN, FABRICATION, AND INSTALLATION OF PILES SHALL BE GOVERNED BY THE FOLLOWING CODES: - CSA G40.21 STRUCTURAL QUALITY STEELS - CSA W48.1 MILD STEEL COVERED ARC-WELDING ELECTRODES - CSA W48.5 MILD STEEL ELECTRONICS FOR FLUC-CORE ARC-WELDING - CSA W47.1 CERTIFICATION OF COMPANIES FOR FUSION WELDING OF STEEL STRUCTURES - PROVINCIAL OCCUPATIONAL HEALTH AND SAFETY REGULATIONS - ASTM A252 WELDED AND SEAMLESS STEEL PIPE PILES - ASTM A53 WELDED AND SEAMLESS PIPE - PILES SHALL BE DESIGNED FOR FACTORED LOAD SHOWN ON PLAN.
2. PILE WALL THICKNESS AND SIZE SHOWN IS MINIMUM AND SHALL BE INCREASED AS NECESSARY TO ACCOMODATE INSTALLATION EQUIPMENT.
3. SCREW PILES SHALL BE PLACED NOT CLOSER THAN 3 HELIX DIAMETERS FROM ADJACENT PILE U.N.O. PILES SHALL BE PLACED WITHIN 38mm (1 1/2") OF DESIGN DRAWINGS AND SHALL BE PLUMB TO 38mm (1 1/2"). SCREW PILES NOT WITHIN TOLERANCE MAY REQUIRE LOAD TESTING AT STRUCTURAL ENGINEERS DISCRETION.
4. SPACING OF HELICES SHALL NOT BE LESS THAN 3 TIMES THE HELIX DIAMETER.
5. SPACING OF HELICES SHALL BE A WHOLE NUMBER MULTIPLE OF THE HELIX PITCH.
6. SUBMIT SCREW PILE LAYOUT AND SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE PROVINCE OF JURISDICTION.
7. SEE PROJECT GEOTECHNICAL REPORT FOR BOREHOLE LOGS, DESIGN CRITERIA AND METHOD OF CONSTRUCTION.
8. SUBMIT LETTER OF COMPLIANCE SEALED BY SCREW PILE ENGINEER AS VERIFICATION THAT PILES HAVE BEEN INSTALLED AS PER DESIGN.
STEEL SCREW PILE NOTES
Project
Title
Scale
DESCRIPTIONNo. DATE
Date
REVISIONS
P.Eng. Permit
BY
Drawn:
Designed:
Design Checked:
Discipline Review: Date
#1, 6325 - 12 St SE Calgary, AB T2H 2K1
Calgary Office 403.254.0544
This drawing, as an instrument of service, is the property of the Engineer and may not be reproduced withoutpermission and unless the reproduction carries their name. All designs and other information shown on thisdrawing are for the use on the specified project only and shall not be used otherwise without the writtenpermission of the Engineer.
Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsiblefor all dimensions and conditions shown on the job and the Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shop drawings shall be submitted to the Engineer forapproval prior to preceeding with fabrication.
Note
Drawing No.
Project No.
Revision No.As indicated
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TELFORD LAKE, LEDUC, AB
TELFORD LAKEBROADWALK
S1.01
GENERAL NOTES
14575
LN
Issue DateTU
GC
HN
Issue Date
1 ISSUED FOR 50% REVIEW 2015.12.07
BTM
2190725.66
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2189725.61
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2188725.58
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2187725.55
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TOP DITCH
30414726.48
TOE DITCH
30378726.16
EDGE WAT
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EDGE BOADWALK
30351726.83 EDGE BOADWALK
30344726.82
EDGE BOADWALK
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TOP
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B
2172
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OG
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OG
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TOE
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TOP
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EDGE CATTAILS
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TOE
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TOP
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TOE
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OG
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OG
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OG
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OG
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OG
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TOP
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TOE
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30033726.17
EDGE WAT
30032726.17
TOE
30031726.12
EDGE CATTAILS
30030726.43
TOP
30029726.58
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
N 5903562.062E 30489.729
N 5903562.062E 30492.229
N 5903564.462E 30492.229
N 5903564.462E 30489.729
N 5903566.862E 30492.229
N 5903566.862E 30489.729
N 5903569.262E 30492.229
N 5903569.262E 30489.729
N 5903571.662E 30492.229
N 5903571.662E 30489.729
N 5903573.956E 30492.239
N 5903574.810E 30489.718
N 5903575.488E 30493.398
N 5903577.007E 30491.412
N 5903578.913E 30492.871
N 5903580.820E 30494.329
N 5903582.726E 30495.787
N 5903584.632E 30497.245
N 5903586.538E 30498.703
N 5903588.445E 30500.161
N 5903590.351E 30501.619
N 5903592.257E 30503.077
N 5903594.164E 30504.535
N 5903596.070E 30505.993
N 5903597.976E 30507.451
N 5903599.883E 30508.909
N 5903577.394E 30494.857
N 5903579.300E 30496.315
SP25 kN
N 5903581.207E 30497.773
N 5903583.113E 30499.231
N 5903585.019E 30500.689
N 5903586.926E 30502.147
N 5903588.832E 30503.605
N 5903590.738E 30505.063
N 5903592.644E 30506.522
N 5903594.551E 30507.980
N 5903596.457E 30509.438
N 5903598.363E 30510.896
N 5903600.270E 30512.354
N 5903602.176E 30513.812
N 5903604.082E 30515.270
N 5903605.989E 30516.728
N 5903601.789E 30510.368
N 5903603.695E 30511.826
N 5903605.602E 30513.284
N 5903560.462E 30493.753
SP25 kN
N 5903560.462E 30490.979
SP25 kN
N 5903560.462E 30488.205
SP25 kN
SP25 kN
P130 kN
P130 kN
SP25 kN
P130 kN
P130 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
N 5903607.508E 30514.742
N 5903611.879E 30517.255
N 5903614.095E 30518.176
N 5903616.311E 30519.098
N 5903618.527E 30520.019
N 5903620.743E 30520.941
N 5903622.959E 30521.862
N 5903625.175E 30522.783
N 5903627.391E 30523.705
N 5903629.608E 30524.626
N 5903631.824E 30525.548
N 5903610.919E 30519.564
N 5903613.135E 30520.485
N 5903615.351E 30521.407
N 5903617.567E 30522.328
N 5903619.783E 30523.250
N 5903621.999E 30524.171
N 5903624.215E 30525.092
N 5903626.431E 30526.014
N 5903628.647E 30526.935
N 5903630.864E 30527.857
N 5903632.002E 30530.627
N 5903634.779E 30531.779
N 5903635.592E 30529.824
N 5903632.768E 30528.648
N 5903633.670E 30526.315
N 5903634.372E 30524.501
N 5903636.553E 30527.512
N 5903638.510E 30528.330
SP25 kN
N 5903637.552E 30530.635
N 5903639.767E 30531.558
N 5903640.727E 30529.250
N 5903642.943E 30530.171
N 5903645.159E 30531.093
N 5903647.375E 30532.014
N 5903649.592E 30532.935
N 5903651.808E 30533.857 N 5903653.033
E 30537.084
N 5903650.848E 30536.165
N 5903648.632E 30535.244
N 5903646.416E 30534.322
N 5903644.200E 30533.401
N 5903641.984E 30532.479
N 5903637.368E 30525.553
N 5903637.213E 30522.826
N 5903637.213E 30520.426
N 5903637.213E 30518.026
N 5903637.213E 30515.626
N 5903637.213E 30513.226
N 5903637.213E 30510.826
N 5903637.213E 30508.426
N 5903637.213E 30506.026
N 5903637.213E 30503.626
N 5903637.213E 30501.226
N 5903637.213E 30498.826
N 5903637.213E 30496.205
N 5903634.712E 30522.826
N 5903634.712E 30520.426
N 5903634.712E 30518.026
N 5903634.712E 30515.626
N 5903634.712E 30513.226
N 5903634.712E 30510.826
N 5903634.712E 30508.426
N 5903634.712E 30506.026
N 5903634.712E 30503.626
N 5903634.712E 30501.226
N 5903634.712E 30498.826
N 5903634.712E 30496.205
N 5903608.239E 30518.451
N 5903609504E 30516260EL 724361
SP25 kN
SP25 kN
SP25 kN
TYPE DESCRIPTION
SCREW PILE LOADING
SCREW PILE TYPESPXXX
SCREW PILES MANUFACTURED & DESIGNED BY INSTALLER BASED ONINDICATED LOADS (PILE DESIGN LOADS AS PER S2.0#) & GEOTECHNICALREPORT RECOMMENDATIONS (REFER TO -----). CONTRACTOR TO SUBMITSCHEDULE S-B AND S-C LETTERS OF ASSURANCE SEALED BY ALBERTAREGISTERED PROFESSIONAL ENGINEER FOR DESIGN AND FIELD REVIEWSCREW PILES TO BE DESIGNED FOR LOADS AS INDICATED ON THELOCATION PLAN + 5% OF FACTORED GRAVITY LOADS ACTING AS LATERALLOAD IN ANY DIRECTION
FACTORED ULTIMATE LIMIT STATE LOADS (KN)
Project
Title
Scale
DESCRIPTIONNo. DATE
Date
REVISIONS
P.Eng. Permit
BY
Drawn:
Designed:
Design Checked:
Discipline Review: Date
#1, 6325 - 12 St SE Calgary, AB T2H 2K1
Calgary Office 403.254.0544
This drawing, as an instrument of service, is the property of the Engineer and may not be reproduced withoutpermission and unless the reproduction carries their name. All designs and other information shown on thisdrawing are for the use on the specified project only and shall not be used otherwise without the writtenpermission of the Engineer.
Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsiblefor all dimensions and conditions shown on the job and the Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shop drawings shall be submitted to the Engineer forapproval prior to preceeding with fabrication.
Note
Drawing No.
Project No.
Revision No.As indicated
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TELFORD LAKE, LEDUC, AB
TELFORD LAKEBROADWALK
S2.01
SCREW PILESLAYOUT
14575
LN
Issue DateTU
GC
HN
Issue Date
1 ISSUED FOR 50% REVIEW 2015.12.07
BTM
2250725.26
BTM
2249724.81
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2248724.67
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2247724.86
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2246724.74
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2245724.88
BT
224724
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2210724.90
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2209724.85
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2150725.40
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2149725.16
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2148725.19
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2104725.46
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2103725.49
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2099725.61
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2098725.56
BTM
2097725.61
TAILS
EDGE CATTAILS
2090725.55
EDGE CATTAILS
2089725.54
EDGE CATTAILS
2088725.53
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2087725.47
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CATTAILS
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CATTAILS
30405726.19
CATTAILS
30403726.21
CATTAILS
30402726.10
EDGE CATTAILS
30194726.67
TOE
30193726.17
EDGE WAT
30192726.17
TOE
30191726.30
EDGE CATTAILS
30190726.59
TOE
30187726.48
EDGE CATTAILS
30186726.34
EDGE CATTAILS
30185726.24
WOOD RET WALL
4
725.20
BTM
2242725.01
BTM
2241725.01
BTM
2240724.87
BTM
2239724.95
BTM
2238725.08
BTM
2237725.14
BTM
223725
BTM
2218725.28
BTM
2217725.25
BTM
2216725.39
BTM
2215725.33
BTM
2214725.15
BTM
2213724.94
BTM
2212725.10
BTM
2211724.92
BTM
2144725.28
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BTM
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DGE CATTAILS
08125.79
EDGE CATTAILS
2080725.67
EDGE CATTAILS
2079725.74
EDGE CATTAILS
2078725.80
EDGE CATTAILS
2077725.64
EDGE CATTAILS
2076725.73
TOE
30293726.19
EDGE WAT
30292726.17
TOE
30291725.88
EDGE WAT
30290726.16
EDGE CATTAILS
30289726.89
TOP
30288727.20
EDGE WAT
30211726.17
TOE
30210726.22
EDGE CATTAILS
30209726.89
EDGE WAT
30207726.16
TOE
30206726.17
CATTAILS
583
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
N 5903651.808E 30533.857
N 5903654.389E 30534.926
N 5903653.033E 30537.084
N 5903650.848E 30536.165
N 5903655.048E 30538.868
N 5903656.839E 30540.465
N 5903658.630E 30542.062
N 5903660.421E 30543.660
N 5903662.213E 30545.257
N 5903664.004E 30546.854
N 5903665.795E 30548.452
N 5903667.586E 30550.049
N 5903669.378E 30551.646
N 5903671.169E 30553.243
N 5903672.960E 30554.841
N 5903674.752E 30556.438
N 5903676.543E 30558.035
N 5903678.334E 30559.633
N 5903680.125E 30561.230
N 5903681.917E 30562.827
N 5903683.708E 30564.425
N 5903685.499E 30566.022
N 5903687.290E 30567.619
N 5903688.857E 30569.020
N 5903690.879E 30569.893
N 5903693.081E 30570.846
N 5903695.284E 30571.800
N 5903697.486E 30572.754
N 5903699.688E 30573.708
N 5903701.891E 30574.661
N 5903704.093E 30575.615
N 5903702.884E 30572.367
N 5903700.682E 30571.413
N 5903698.480E 30570.460
N 5903696.277E 30569.506
N 5903694.075E 30568.552
N 5903691.872E 30567.598
N 5903690.227E 30566.876
N 5903688.954E 30565.753
N 5903687.163E 30564.156
N 5903685.372E 30562.559
N 5903683.580E 30560.961
N 5903681.789E 30559.364
N 5903679.998E 30557.767
N 5903678.207E 30556.170
N 5903676.415E 30554.572
N 5903674.624E 30552.975
N 5903672.833E 30551.378
N 5903671.042E 30549.780
N 5903669.250E 30548.183
N 5903667.459E 30546.586
N 5903665.668E 30544.988
N 5903663.877E 30543.391
N 5903662.085E 30541.794
N 5903660.294E 30540.196
N 5903658.503E 30538.599
N 5903656.712E 30537.002
SP25 kN
SP25 kN
SP25 kN
SP30 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
N 5903704.093E 30575.615
N 5903706.296E 30576.569
N 5903708.498E 30577.522
N 5903709.604E 30580.312
N 5903710.458E 30578.394
N 5903711.475E 30576.111
N 5903714.215E 30577.331
N 5903716.138E 30578.107
N 5903718.340E 30579.060
N 5903717.346E 30581.354
N 5903719.549E 30582.308
N 5903721.751E 30583.262
N 5903723.954E 30584.216
N 5903726.156E 30585.169
N 5903728.358E 30586.123
N 5903730.561E 30587.077
N 5903713.198E 30579.616
N 5903712.356E 30581.506
N 5903715.144E 30580.401
N 5903720.542E 30580.014
N 5903722.745E 30580.968
N 5903724.947E 30581.922
N 5903727.149E 30582.875
N 5903729.352E 30583.829
N 5903731.554E 30584.783
N 5903733.756E 30585.736
N 5903735.959E 30586.690
N 5903738.161E 30587.644
N 5903740.363E 30588.598
N 5903742.566E 30589.551
N 5903744.768E 30590.505
N 5903746.971E 30591.459
N 5903749.173E 30592.413
N 5903751.375E 30593.366
N 5903753.295E 30594.193
N 5903734.965E 30588.984
N 5903737.168E 30589.938
N 5903739.370E 30590.892
N 5903741.572E 30591.846
N 5903743.775E 30592.799
N 5903732.763E 30588.031
N 5903745.977E 30593.753
N 5903748.179E 30594.707
N 5903750.382E 30595.661
N 5903751.855E 30596.311
N 5903753.769E 30598.209
N 5903709.491E 30575.228
N 5903707.289E 30574.275
N 5903705.087E 30573.321
SP30 kN
TYPE DESCRIPTION
SCREW PILE LOADING
SCREW PILE TYPESPXXX
SCREW PILES MANUFACTURED & DESIGNED BY INSTALLER BASED ONINDICATED LOADS (PILE DESIGN LOADS AS PER S2.0#) & GEOTECHNICALREPORT RECOMMENDATIONS (REFER TO -----). CONTRACTOR TO SUBMITSCHEDULE S-B AND S-C LETTERS OF ASSURANCE SEALED BY ALBERTAREGISTERED PROFESSIONAL ENGINEER FOR DESIGN AND FIELD REVIEWSCREW PILES TO BE DESIGNED FOR LOADS AS INDICATED ON THELOCATION PLAN + 5% OF FACTORED GRAVITY LOADS ACTING AS LATERALLOAD IN ANY DIRECTION
FACTORED ULTIMATE LIMIT STATE LOADS (KN)
Project
Title
Scale
DESCRIPTIONNo. DATE
Date
REVISIONS
P.Eng. Permit
BY
Drawn:
Designed:
Design Checked:
Discipline Review: Date
#1, 6325 - 12 St SE Calgary, AB T2H 2K1
Calgary Office 403.254.0544
This drawing, as an instrument of service, is the property of the Engineer and may not be reproduced withoutpermission and unless the reproduction carries their name. All designs and other information shown on thisdrawing are for the use on the specified project only and shall not be used otherwise without the writtenpermission of the Engineer.
Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsiblefor all dimensions and conditions shown on the job and the Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shop drawings shall be submitted to the Engineer forapproval prior to preceeding with fabrication.
Note
Drawing No.
Project No.
Revision No.As indicated
C:\U
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TELFORD LAKE, LEDUC, AB
TELFORD LAKEBROADWALK
S2.02
SCREW PILESLAYOUT
14575
LN
Issue DateTU
GC
HN
Issue Date
1 ISSUED FOR 50% REVIEW 2015.12.07
BTM
2234724.86
BTM
2233724.80
BTM
2232725.05
BTM
2231725.01
BTM
2230725.08
BTM
2223725.32
BTM
2222725.11
BTM
2221724.98
BTM
2220725.03
BTM
2219725.23
BTM
2136725.39
BTM
2135725.47
BTM
2134725.40
BTM
2133725.34
BTM
2132725.18
BTM
2131725.34
BTM
2130725.42
BTM
2129725.48
BTM
2122725.68
BTM
2121725.78
BTM
2120725.85
BTM
2119725.47
BTM
2118725.64
BTM
2117725.43
BTM
2116725.40
BTM
2115725.46
BTM
2114725.61
EDGE CATTAILS
2073725.56
EDGE CATTAILS
2072725.53
EDGE CATTAILS
2071725.50
EDGE CATTAILS
2070725.51
EDGE CATTAILS
2069725.83
BTM
2068725.89
EDGE
2067725.
TOP
2043726.11
TOP
2042726.21
CATTAILS
30411726.07
CATTAILS
30410726.08
CATTAILS
30409726.16
CATTAILS
30408726.16
CATTAILS
30407726.09
ATTAILS
TOE
30324726.59 TOE
1319726.52
TOE
1318726.22
TOE
1190726.19
TOE
1189726.31
TOE
1188726.31
TOE
1187726.09
TOE
1186726.33
TOE
1185726.32
TOE
1184726.16
TOE
1183726.13
TOE
1182726.27
TOE
1181726.12
EDGE OF CHANNEL
1152725.89
EDGE OF CHANNEL
1151726.02
EDGE OF CHANNEL
1150726.06
EDGE OF CHANNEL
1146725.71
EDGE OF CHANNEL
1145725.86
TOP
1114727.41
TOP
1113727.30
TOP
1112727.28
TOP
1111727.27
TOP
1110727.22
TOP
1109727.17
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP30 kN
SP30 kN
SP25 kN
SP25 kN
SP30 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
N 5903755.537E 30596.441
N 5903757.234E 30598.138
N 5903758.931E 30599.835
N 5903760.628E 30601.532
N 5903762.325E 30603.229
N 5903764.022E 30604.926
N 5903765.719E 30606.623
N 5903767.416E 30608.321
N 5903769.113E 30610.018
N 5903770.810E 30611.715
N 5903772.508E 30613.412
N 5903774.205E 30615.109
N 5903776.071E 30616.974
N 5903753.769E 30598.209
N 5903755.466E 30599.906
N 5903757.163E 30601.603
N 5903758.860E 30603.300
N 5903760.557E 30604.997
N 5903762.254E 30606.694
N 5903763.952E 30608.391
N 5903765.649E 30610.088
N 5903767.346E 30611.785
N 5903769.043E 30613.482
N 5903770.740E 30615.179
N 5903772.437E 30616.877
N 5903774.303E 30618.743
N 5903774.304E 30621.741
N 5903776.426E 30623.863
N 5903781.192E 30619.096
N 5903782.369E 30621.666
N 5903784.769E 30621.666
N 5903787.169E 30621.666
N 5903789.569E 30621.666
N 5903791.969E 30621.666
N 5903791.969E 30619.166
N 5903789.569E 30619.166
N 5903787.169E 30619.166
N 5903784.769E 30619.166
N 5903782.369E 30619.166
N 5903779.371E 30623.810
N 5903781.139E 30622.042
N 5903779.069E 30616.976
N 5903779.693E 30620.595
N 5903777.925E 30622.363
N 5903775.803E 30620.242
N 5903777.572E 30618.474
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
SP25 kN
N 5903793.113E 30621.666
N 5903793.113E 30619.166
SP30 kN
SP25 kN
TYPE DESCRIPTION
SCREW PILE LOADING
SCREW PILE TYPESPXXX
SCREW PILES MANUFACTURED & DESIGNED BY INSTALLER BASED ONINDICATED LOADS (PILE DESIGN LOADS AS PER S2.0#) & GEOTECHNICALREPORT RECOMMENDATIONS (REFER TO -----). CONTRACTOR TO SUBMITSCHEDULE S-B AND S-C LETTERS OF ASSURANCE SEALED BY ALBERTAREGISTERED PROFESSIONAL ENGINEER FOR DESIGN AND FIELD REVIEWSCREW PILES TO BE DESIGNED FOR LOADS AS INDICATED ON THELOCATION PLAN + 5% OF FACTORED GRAVITY LOADS ACTING AS LATERALLOAD IN ANY DIRECTION
FACTORED ULTIMATE LIMIT STATE LOADS (KN)
Project
Title
Scale
DESCRIPTIONNo. DATE
Date
REVISIONS
P.Eng. Permit
BY
Drawn:
Designed:
Design Checked:
Discipline Review: Date
#1, 6325 - 12 St SE Calgary, AB T2H 2K1
Calgary Office 403.254.0544
This drawing, as an instrument of service, is the property of the Engineer and may not be reproduced withoutpermission and unless the reproduction carries their name. All designs and other information shown on thisdrawing are for the use on the specified project only and shall not be used otherwise without the writtenpermission of the Engineer.
Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsiblefor all dimensions and conditions shown on the job and the Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shop drawings shall be submitted to the Engineer forapproval prior to preceeding with fabrication.
Note
Drawing No.
Project No.
Revision No.As indicated
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TELFORD LAKE, LEDUC, AB
TELFORD LAKEBROADWALK
S2.03
SCREW PILESLAYOUT
14575
LN
Issue DateTU
GC
HN
Issue Date
1 ISSUED FOR 50% REVIEW 2015.12.07
BTM
2181725.67
BTM
2180725.71
BTM
2174725.81
BTM
2173725.75
BTM
2171725.72
BTM
2170725.84
EDGE BOADWALKEDGE BOADWALK
30344726.82
30333726.83
BTM
2190725.66
BTM
2189725.61
BTM
2188725.58
BTM
2187725.55
BT
2172
BTM
2185725.46
BTM
2184725.55
BTM
2183725.62
BTM
2182725.63
B
27
BTM
2056725.60
BTM
2054725.80
BTM
2053725.81
BTM
2052725.83
X-BRACING@ 9600 O.C. MAX.SEE 1/S3.02
1S3.01
DECKING ON 38x184 JOISTS, JOISTSPACING 400mm O.C. MAX. ATTACH TOSUPPORTS W/ 2-65mm SCREWS TYP.(REFER TO MANUFACTURER'SSPECIFICATIONS FOR DETAILS).DECK SPAN CAPACITY TO BE CONFIRMEDFOR THE DESIGN LOAD SHOWN. JOISTSPACING MAY NEED TO BE ADJUSTED TOSUIT DECK CAPACITY.
3S3.01
2400
1600
TYPI
CAL
BOAR
DW
ALK
SEC
TIO
N
143°
1S3.02
7S3.01
EXISTING BOARDWALK
T.O.DECK 726.864
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
X-BRACING@ 9600 O.C. MAX.
DECKING ON 38x184 JOISTS, JOISTSPACING 400mm O.C. MAX. ATTACH TOSUPPORTS W/ 2-65mm SCREWS TYP.(REFER TO MANUFACTURER'SSPECIFICATIONS FOR DETAILS).DECK SPAN CAPACITY TO BE CONFIRMEDFOR THE DESIGN LOAD SHOWN. JOISTSPACING MAY NEED TO BE ADJUSTED TOSUIT DECK CAPACITY.
2400
TYPI
CAL
BOAR
DWAL
K
SECTI
ON
T.O.DECK 726.864
1S3.01
Sim
3S3.01
Sim 1S3.02
Sim
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
Project
Title
Scale
DESCRIPTIONNo. DATE
Date
REVISIONS
P.Eng. Permit
BY
Drawn:
Designed:
Design Checked:
Discipline Review: Date
#1, 6325 - 12 St SE Calgary, AB T2H 2K1
Calgary Office 403.254.0544
This drawing, as an instrument of service, is the property of the Engineer and may not be reproduced withoutpermission and unless the reproduction carries their name. All designs and other information shown on thisdrawing are for the use on the specified project only and shall not be used otherwise without the writtenpermission of the Engineer.
Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsiblefor all dimensions and conditions shown on the job and the Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shop drawings shall be submitted to the Engineer forapproval prior to preceeding with fabrication.
Note
Drawing No.
Project No.
Revision No. 1 : 50
C:\U
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Doc
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Linh
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TELFORD LAKE, LEDUC, AB
TELFORD LAKEBROADWALK
S2.11
STRUCTURALPLAN
14575
TH
Issue DateTU
GC
HN
Issue Date
1 ISSUED FOR 50% REVIEW 2015.12.07
B
27
BTM
2196725.43
BTM
2159725.42
BTM
2158725.35
2157725.35
BTM
2061725.69
BTM
2060725.63
BTM
2059725.72
BTM
2058725.76
BTM
2057725.76
BTM
2056725.60
TOE
30044725.77
EDGE WAT
30043726.17
EDGE CATTAILS
30042726.59
TOP
30041726.54
6
TOP
30035726.82
TOE
30034725.78EDGE WAT
30033726.17
EDGE WAT
30032726.17
BTM
2200725.38
BTM
2156725.33
BTM
2155725.37
BTM
2154725.30
BTM
2096725.55
BTM
2095725.58
EDGE CATTAILS
2094725.61
EDGE CATTAILS
2093725.55
EDGE CATTAILS
2092725.55
BTM
2065725.70
BTM
2064725.75
BTM
2063725.65
BTM
2062725.62
X-BRACING@ 9600 O.C. MAX.
DECKING ON 38x184 JOISTS, JOISTSPACING 400mm O.C. MAX. ATTACH TOSUPPORTS W/ 2-65mm SCREWS TYP.(REFER TO MANUFACTURER'SSPECIFICATIONS FOR DETAILS).DECK SPAN CAPACITY TO BE CONFIRMEDFOR THE DESIGN LOAD SHOWN. JOISTSPACING MAY NEED TO BE ADJUSTED TOSUIT DECK CAPACITY.
2400
TYPI
CAL
BOAR
DWAL
KSE
CTIO
N
T.O.DECK 726.864
1S3.01
Sim
3S3.01
Sim
1S3.02
Sim
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
X-BRACING@ 9600 O.C. MAX.
DECKING ON 38x184 JOISTS, JOISTSPACING 400mm O.C. MAX. ATTACH TOSUPPORTS W/ 2-65mm SCREWS TYP.(REFER TO MANUFACTURER'SSPECIFICATIONS FOR DETAILS).DECK SPAN CAPACITY TO BE CONFIRMEDFOR THE DESIGN LOAD SHOWN. JOISTSPACING MAY NEED TO BE ADJUSTED TOSUIT DECK CAPACITY.
2400
TYPI
CAL
BOAR
DWAL
KSE
CTIO
N
2400
TYPICALBOARDWALK
SECTION
2400
TYPI
CAL
BOAR
DWAL
KSE
CTIO
N
T.O.DECK 726.864
T.O.DECK 726.864
1S3.01
Sim
3S3.01
Sim
1S3.02
Sim
3S3.01
Sim
2 PLY 38x184 SPFBUILT-UP BEAM
8S3.01
4-38x235 SPF
(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
2-38
x184
SPF
4-38
x235
SPF
(DR
OP
BM.)
4-38
x235
SPF
(DR
OP
BM.)
4-38
x235
SPF
(DR
OP
BM.)
Project
Title
Scale
DESCRIPTIONNo. DATE
Date
REVISIONS
P.Eng. Permit
BY
Drawn:
Designed:
Design Checked:
Discipline Review: Date
#1, 6325 - 12 St SE Calgary, AB T2H 2K1
Calgary Office 403.254.0544
This drawing, as an instrument of service, is the property of the Engineer and may not be reproduced withoutpermission and unless the reproduction carries their name. All designs and other information shown on thisdrawing are for the use on the specified project only and shall not be used otherwise without the writtenpermission of the Engineer.
Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsiblefor all dimensions and conditions shown on the job and the Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shop drawings shall be submitted to the Engineer forapproval prior to preceeding with fabrication.
Note
Drawing No.
Project No.
Revision No. 1 : 50
C:\U
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TELFORD LAKE, LEDUC, AB
TELFORD LAKEBROADWALK
S2.12
STRUCTURALPLAN
14575
TH
Issue DateTU
GC
HN
Issue Date
1 ISSUED FOR 50% REVIEW 2015.12.07
BTM
2156725.33
EDGE CATTAILS
2094725.61
BTM
2064725.75
BTM
2063725.65
OG
30052726.78
TOE
30051725.99
TOP
30050726.56
EDGE CATTAILS
30049726.53
X-BRACING@ 9600 O.C. MAX.
5S3.01
24002400
TYPICALBOARDWALK
SECTION
TYPICALBOARDWALK
SECTION
DECKING ON 38x184 JOISTS, JOISTSPACING 400mm O.C. MAX. ATTACH TOSUPPORTS W/ 2-65mm SCREWS TYP.(REFER TO MANUFACTURER'SSPECIFICATIONS FOR DETAILS).DECK SPAN CAPACITY TO BE CONFIRMEDFOR THE DESIGN LOAD SHOWN. JOISTSPACING MAY NEED TO BE ADJUSTED TOSUIT DECK CAPACITY.
T.O.DECK 726.864T.O.DECK 726.864
1S3.02
Sim
1S3.01
Sim 3S3.01
Sim
2 PLY 38x184 SPFBUILT-UP BEAM
8S3.01
4-38x235 SPF(DROP BM.)
2-38
x184
SPF
4-38
x235
SPF
(DR
OP
BM.)
4-38
x235
SPF
(DR
OP
BM.)
4-38
x235
SPF
(DR
OP
BM.)
4-38
x235
SPF
(DR
OP
BM.)
4-38
x235
SPF
(DR
OP
BM.)
4-38
x235
SPF
(DR
OP
BM.)
4-38
x235
SPF
(DR
OP
BM.)
4-38
x235
SPF
(DR
OP
BM.)
4-38
x235
SPF
(DR
OP
BM.)
4-38
x235
SPF
(DR
OP
BM.)
4-38
x235
SPF
(DR
OP
BM.)
CO
NC
. BEA
M(L
-SH
APE)
Project
Title
Scale
DESCRIPTIONNo. DATE
Date
REVISIONS
P.Eng. Permit
BY
Drawn:
Designed:
Design Checked:
Discipline Review: Date
#1, 6325 - 12 St SE Calgary, AB T2H 2K1
Calgary Office 403.254.0544
This drawing, as an instrument of service, is the property of the Engineer and may not be reproduced withoutpermission and unless the reproduction carries their name. All designs and other information shown on thisdrawing are for the use on the specified project only and shall not be used otherwise without the writtenpermission of the Engineer.
Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsiblefor all dimensions and conditions shown on the job and the Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shop drawings shall be submitted to the Engineer forapproval prior to preceeding with fabrication.
Note
Drawing No.
Project No.
Revision No. 1 : 50
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TELFORD LAKE, LEDUC, AB
TELFORD LAKEBROADWALK
S2.13
STRUCTURALPLAN
14575
TH
Issue DateTU
GC
HN
Issue Date
1 ISSUED FOR 50% REVIEW 2015.12.07
BTM
2250725.26
BTM
2204725.34
BTM
2203725.35
BTM
2153725.30
BTM
2152725.35
BTM
2151725.47
BTM
2150725.40
BTM
2099725.61
BTM
2098725.56
BTM
2097725.61
EDGE CATTAILS
2090725.55
EDGE CATTAILS
2089725.54
0
BTM
2247724.86
BTM
2246724.74
B
27
BTM
2209724.85
BTM
2208724.64
BTM
2207724.62
BTM
2206724.73
BTM
2149725.16
BTM
2148725.19
BTM
2147725.23
BTM
2146725.30
BTM
2102725.47
BTM
2101725.52
EDGE CATTAILS
2085725.46
X-BRACING@ 9600 O.C. MAX.
DECKING ON 38x184 JOISTS, JOISTSPACING 400mm O.C. MAX. ATTACH TOSUPPORTS W/ 2-65mm SCREWS TYP.(REFER TO MANUFACTURER'SSPECIFICATIONS FOR DETAILS).DECK SPAN CAPACITY TO BE CONFIRMEDFOR THE DESIGN LOAD SHOWN. JOISTSPACING MAY NEED TO BE ADJUSTED TOSUIT DECK CAPACITY.
2400
TYPIC
AL
BOARDWALK
SECTION
T.O.DECK 726.864
1S3.01
Sim
3S3.01
Sim
1S3.02
Sim
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
X-BRACING@ 9600 O.C. MAX.
DECKING ON 38x184 JOISTS, JOISTSPACING 400mm O.C. MAX. ATTACH TOSUPPORTS W/ 2-65mm SCREWS TYP.(REFER TO MANUFACTURER'SSPECIFICATIONS FOR DETAILS).DECK SPAN CAPACITY TO BE CONFIRMEDFOR THE DESIGN LOAD SHOWN. JOISTSPACING MAY NEED TO BE ADJUSTED TOSUIT DECK CAPACITY.
2400
TYPIC
AL
BOARDWALK
SECTION
T.O.DECK 726.864
T.O.DECK 726.864
1S3.01
Sim
3S3.01
Sim
1S3.02
Sim
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
Project
Title
Scale
DESCRIPTIONNo. DATE
Date
REVISIONS
P.Eng. Permit
BY
Drawn:
Designed:
Design Checked:
Discipline Review: Date
#1, 6325 - 12 St SE Calgary, AB T2H 2K1
Calgary Office 403.254.0544
This drawing, as an instrument of service, is the property of the Engineer and may not be reproduced withoutpermission and unless the reproduction carries their name. All designs and other information shown on thisdrawing are for the use on the specified project only and shall not be used otherwise without the writtenpermission of the Engineer.
Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsiblefor all dimensions and conditions shown on the job and the Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shop drawings shall be submitted to the Engineer forapproval prior to preceeding with fabrication.
Note
Drawing No.
Project No.
Revision No. 1 : 50
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TELFORD LAKE, LEDUC, AB
TELFORD LAKEBROADWALK
S2.14
STRUCTURALPLAN
14575
TH
Issue DateTU
GC
HN
Issue Date
1 ISSUED FOR 50% REVIEW 2015.12.07
BTM
2243725.03
BTM
2212725.10
BTM
2211724.92
BTM
2210724.90
BTM
2145725.34
BTM
2144725.28
BTM
2143725.23
BTM
2142725.18
BTM
2107725.51
BTM
2106725.47
BTM
2105725.51
EDGE CATTAILS
2081725.79
TOE
30203725.72
EDGE WAT
30202726.16
CATTAILS
BTM
2240724.87
BTM
2239724.95
BTM
2238725.08
BTM
2217725.25
BTM
2216725.39
BTM
2215725.33
BTM
2214725.15
BTM
2141725.32
BTM
2140725.43
BTM
2139725.38
BTM
2138725.37
BTM
2110725.59
BTM
2109725.60
60
CATTAILS4
EDGE CATTAILS
2078725.80
TOE
30291725.88
EDGE WAT
30290726.16
CATTAILS
99
X-BRACING@ 9600 O.C. MAX.
DECKING ON 38x184 JOISTS, JOISTSPACING 400mm O.C. MAX. ATTACH TOSUPPORTS W/ 2-65mm SCREWS TYP.(REFER TO MANUFACTURER'SSPECIFICATIONS FOR DETAILS).DECK SPAN CAPACITY TO BE CONFIRMEDFOR THE DESIGN LOAD SHOWN. JOISTSPACING MAY NEED TO BE ADJUSTED TOSUIT DECK CAPACITY.
2400
2400
TYPI
CAL
BOAR
DWAL
KSE
CTIO
N
T.O.DECK 726.864
T.O.DECK 726.864
1S3.01
Sim
3S3.01
Sim
1S3.02
Sim
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
X-BRACING@ 9600 O.C. MAX.
DECKING ON 38x184 JOISTS, JOISTSPACING 400mm O.C. MAX. ATTACH TOSUPPORTS W/ 2-65mm SCREWS TYP.(REFER TO MANUFACTURER'SSPECIFICATIONS FOR DETAILS).DECK SPAN CAPACITY TO BE CONFIRMEDFOR THE DESIGN LOAD SHOWN. JOISTSPACING MAY NEED TO BE ADJUSTED TOSUIT DECK CAPACITY.
2400
TYPI
CAL
BOAR
DWAL
KSE
CTIO
N
T.O.DECK 726.864
1S3.01
Sim
3S3.01
Sim
1S3.02
Sim
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
Project
Title
Scale
DESCRIPTIONNo. DATE
Date
REVISIONS
P.Eng. Permit
BY
Drawn:
Designed:
Design Checked:
Discipline Review: Date
#1, 6325 - 12 St SE Calgary, AB T2H 2K1
Calgary Office 403.254.0544
This drawing, as an instrument of service, is the property of the Engineer and may not be reproduced withoutpermission and unless the reproduction carries their name. All designs and other information shown on thisdrawing are for the use on the specified project only and shall not be used otherwise without the writtenpermission of the Engineer.
Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsiblefor all dimensions and conditions shown on the job and the Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shop drawings shall be submitted to the Engineer forapproval prior to preceeding with fabrication.
Note
Drawing No.
Project No.
Revision No. 1 : 50
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TELFORD LAKE, LEDUC, AB
TELFORD LAKEBROADWALK
S2.15
STRUCTURALPLAN
14575
TH
Issue DateTU
GC
HN
Issue Date
1 ISSUED FOR 50% REVIEW 2015.12.07
BTM
2235725.01
BTM
2234724.86
BTM
2233724.80
BTM
2220725.03
BTM
2219725.23
BTM
2218725.28
BTM
2137725.48
BTM
2136725.39
BTM
2135725.47
BTM
2134725.40
BTM725.34
BTM
2115725.46
BTM
2114725.61
BTM
2113725.45
BTM
2112725.56
DGE CATTAILS
07525.60
EDGE CATTAILS
2074725.72
TOE
30304725.79
EDGE WAT
30303726.16
BT
2272
BTM
2222725.11
BTM
2221724.98
34
BTM
2132725.18
2131725.34
BTM
2130725.42
BTM
2119725.47
BTM
2118725.64
EDGE CATTAILS
2069725.83
TOE
1187726.09
TOE
1186726.33
TOE
1185726.32
TOE
1184726.16
TOPTOP
727.27
X-BRACING@ 9600 O.C. MAX.
DECKING ON 38x184 JOISTS, JOISTSPACING 400mm O.C. MAX. ATTACH TOSUPPORTS W/ 2-65mm SCREWS TYP.(REFER TO MANUFACTURER'SSPECIFICATIONS FOR DETAILS).DECK SPAN CAPACITY TO BE CONFIRMEDFOR THE DESIGN LOAD SHOWN. JOISTSPACING MAY NEED TO BE ADJUSTED TOSUIT DECK CAPACITY.
2400
TYPICAL
BOARDWALK
SECTION
T.O.DECK 726.864
1S3.01
Sim
3S3.01
Sim
1S3.02
Sim
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
X-BRACING@ 9600 O.C. MAX.
X-BRACING@ 9600 O.C. MAX.
DECKING ON 38x184 JOISTS, JOISTSPACING 400mm O.C. MAX. ATTACH TOSUPPORTS W/ 2-65mm SCREWS TYP.(REFER TO MANUFACTURER'SSPECIFICATIONS FOR DETAILS).DECK SPAN CAPACITY TO BE CONFIRMEDFOR THE DESIGN LOAD SHOWN. JOISTSPACING MAY NEED TO BE ADJUSTED TOSUIT DECK CAPACITY.
TYPI
CAL
BOAR
DW
ALK
SEC
TIO
N
2639
2400
TYPICAL
BOARDWALK
SECTION
2400
T.O.DECK 726.864
1S3.01
Sim
3S3.01
Sim
1S3.02
Sim
1S3.01
Sim
3S3.01
Sim
1S3.02
Sim
5S3.01
Sim
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
4-38x235 SPF
(DROP BM.)
2-38x184 SPF
Project
Title
Scale
DESCRIPTIONNo. DATE
Date
REVISIONS
P.Eng. Permit
BY
Drawn:
Designed:
Design Checked:
Discipline Review: Date
#1, 6325 - 12 St SE Calgary, AB T2H 2K1
Calgary Office 403.254.0544
This drawing, as an instrument of service, is the property of the Engineer and may not be reproduced withoutpermission and unless the reproduction carries their name. All designs and other information shown on thisdrawing are for the use on the specified project only and shall not be used otherwise without the writtenpermission of the Engineer.
Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsiblefor all dimensions and conditions shown on the job and the Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shop drawings shall be submitted to the Engineer forapproval prior to preceeding with fabrication.
Note
Drawing No.
Project No.
Revision No. 1 : 50
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TELFORD LAKE, LEDUC, AB
TELFORD LAKEBROADWALK
S2.16
STRUCTURALPLAN
14575
TH
Issue DateTU
GC
HN
Issue Date
1 ISSUED FOR 50% REVIEW 2015.12.07
60°
DECKING SEE PLAN
SCREW PILEBY SUPPLIERS
89x140 SPF POST
38x140 SPF WOODSTRINGERS TYP.
38x235 SPF WOODRAILING TYP.
38x184 BLOCKING PTBETWEEN JOISTS AT POST
BEAM SEE PLAN
2-19Ø GALVANNIZED A307BOLTS C/W NUTS ANDCUSTOM PLATE WASHERSPER DETAIL 4/S3.01
JOIST SEE PLAN
#8 x 75 CERAMICCOATED STEELSCREWS (GREEN) TYP.
357
420
120
1070
457
400 303
2S3.01
2644
60°
89x140 SPF POST
38x140 SPF WOODSTRINGERS TYP.
38x184 BLOCKING PTBETWEEN JOISTS AT POST
2-19Ø GALVANNIZED A307BOLTS C/W NUTS ANDCUSTOM PLATE WASHERSPER DETAIL 4/S3.01
#8 x 75 CERAMICCOATED STEELSCREWS (GREEN) TYP.
38x235 SPF WOODRAILING TYP.
DECKING SEE PLAN
38x184 JOIST SPACEDASS SHOWN (DOUBLEEXTERIOR JOISTS)
JOIST SEE PLAN4S3.01
BEAM SEE PLAN
SCREW PILE
3-16mmØ THRU BOLT
89x140 SPF POST
9090
5080
50
70 150 70 50
2-6x180x340 SIDEPLATES
1-19x164x340 BOT.PLATE
TYP.
340
180
SCREW PILEBY SUPPLIERS
CONCRETEABUTMENT SEEDETAIL 6/S3.01
ADJACENT PAVEMENTSTRUCTURE
38x140 SPF WOODSTRINGERS TYP.
89x140 SPF POST@ 2400 O.C.
38x235 SPF WOODRAILING
38x184 SPF JOIST@400 O.C.
38x140 DECK
PILE U-BRACKETSEE 4/S3.01
16mmØ ROD C/WWASHER AND NUT(GALVANIZED)BEAM SEE PLAN
JOIST SEE PLAN
EXISTING JOIST
SIMPSON A35 EACH SIDE@ JOIST
DECKING SEE PLAN
EXISTING DECKINGBLOCKING
VOID FORM
5-15M CONTINUOUS
15M@250 O/C
SCREW PILE BYOTHERS
ADJACENT PAVEMENTSTRUCTURE
AIFB
200
600
222
350
19x200x200 PLATEC/W 4-16Øx200LG.NELSON STUD
JOIST SEE PLAN
BEAM SEE PLAN
DECKING SEE PLAN
JOIST SEE PLAN
JOIST HANGER
3810
438
180
80
4040
89x140 SPF POST
JOIST SEE PLAN
PLATE 180x80x6mm THK. C/W2-22mm HOLES2 REQUIRED FRONT ANDBACK OF POST
Project
Title
Scale
DESCRIPTIONNo. DATE
Date
REVISIONS
P.Eng. Permit
BY
Drawn:
Designed:
Design Checked:
Discipline Review: Date
#1, 6325 - 12 St SE Calgary, AB T2H 2K1
Calgary Office 403.254.0544
This drawing, as an instrument of service, is the property of the Engineer and may not be reproduced withoutpermission and unless the reproduction carries their name. All designs and other information shown on thisdrawing are for the use on the specified project only and shall not be used otherwise without the writtenpermission of the Engineer.
Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsiblefor all dimensions and conditions shown on the job and the Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shop drawings shall be submitted to the Engineer forapproval prior to preceeding with fabrication.
Note
Drawing No.
Project No.
Revision No.As indicated
C:\U
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Doc
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TELFORD LAKE, LEDUC, AB
TELFORD LAKEBROADWALK
S3.01
SECTIONS &DETAILS
14575
TN
Issue DateTU
GC
HN
Issue Date
1 : 20S3.011
1 : 20S3.013
1 ISSUED FOR 50% REVIEW 2015.12.07
1 : 10S3.012
1 : 20S3.015
1 : 20S3.017
1 : 10S3.016
1 : 20S3.018
1 : 10S3.014
20mm Ø ROD TYP.BRACING ATBOARDWALK FORLATERAL STABILITY OFHELICAL SCREW PILE
L76x76x6.4 HORIZ.
38x140 SPF WOODSTRINGERS TYP.
89x140 SPF POST@ 2400 O.C.
38x235 SPF WOODRAILING
38x184 SPF JOIST@400 O.C.
2400
38x140 DECK
3S3.02
2S3.02
SCREW PILE BYSUPPLIERS
57°
19mm THK. GUSSET
#3 GALV. CLEVIS,25mm Ø TAP20mm(+1/8") GRIP, 1 1/4" PIN
20mm Ø STEEL ROD BRACING
THREADED END
BEAM SEE PLAN
SCREW PILEBY SUPPLIERS
6
6TYP.
57°
SCREW PILEBY SUPPLIERS
19mm THK. GUSSET
#3 GALV. CLEVIS,25mm Ø TAP20mm(+1/8") GRIP, 1 1/4" PIN
20mm Ø STEELROD BRACING
THREADED END
L76x76x6.4 HORIZ.
6
6TYP.
120
40
140
55
55
50
45
35mm Ø HOLE
35mm Ø HOLE
57°
39°
Project
Title
Scale
DESCRIPTIONNo. DATE
Date
REVISIONS
P.Eng. Permit
BY
Drawn:
Designed:
Design Checked:
Discipline Review: Date
#1, 6325 - 12 St SE Calgary, AB T2H 2K1
Calgary Office 403.254.0544
This drawing, as an instrument of service, is the property of the Engineer and may not be reproduced withoutpermission and unless the reproduction carries their name. All designs and other information shown on thisdrawing are for the use on the specified project only and shall not be used otherwise without the writtenpermission of the Engineer.
Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsiblefor all dimensions and conditions shown on the job and the Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shop drawings shall be submitted to the Engineer forapproval prior to preceeding with fabrication.
Note
Drawing No.
Project No.
Revision No.As indicated
C:\U
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\Lin
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Doc
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TELFORD LAKE, LEDUC, AB
TELFORD LAKEBROADWALK
S3.02
SECTIONS &DETAILS
14575
TN
Issue DateTU
GC
HN
Issue Date
1 ISSUED FOR 50% REVIEW 2015.12.07
1 : 20S3.021
1 : 10S3.022
1 : 10S3.023
1 : 5S3.02
GUSSET TO SCREW PILE4