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:






Note

Drawing No.

Project No.

Revision No.As indicated

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S1.01

GENERAL NOTES

14575

LN

Issue DateTU

GC

HN

Issue Date


BTM

2190725.66

BTM

2189725.61

BTM

2188725.58

BTM

2187725.55

BTM

2186725.54

BTM

2185725.46

BTM

2184725.55

BTM

2183725.62

BTM

2182725.63

BTM

2181725.67

BTM

2180725.71

BTM

2179725.68

BTM

2178725.60

BTM

2177725.62

BTM

2176725.60

BTM

2175725.72

BTM

2174725.81

BTM

2173725.75

BTM

2172725.71

BTM

2171725.72

BTM

2170725.84

BTM

2169725.81

BTM

2168725.74

BTM

2167725.69

BTM

2166725.60

BTM

2165725.59

BTM

2164725.57

BTM

2163725.55

BTM

2162725.41

BTM

2161725.51

BTM

2160725.42

BTM

2057725.76

BTM

2056725.60

BTM

2055725.84

BTM

2054725.80

BTM

2053725.81

BTM

2052725.83

BTM

2051725.80

BTM

2050725.85

BTM

2049725.78

BTM

2048725.75

TOP DITCH

30414726.48

TOE DITCH

30378726.16

EDGE WAT

30377726.16

EDGE BOADWALK

30351726.83 EDGE BOADWALK

30344726.82

EDGE BOADWALK

30343727.07 EDGE BOADWALK

30342727.44

EDGE BOADWALK

30341727.43

EDGE BOADWALK

30340727.44

EDGE BOADWALK

30339727.43

EDGE BOADWALK

30338727.43

EDGE BOADWALK

30337727.44

EDGE BOADWALK

30336727.44

EDGE BOADWALK

30335727.43

EDGE BOADWALK

30334727.12

EDGE BOADWALK

30333726.83

TOE

30027725.66

EDGE CATTAILS

30026725.94

EDGE WAT

30025726.14

TOP

30021726.47

EDGE CATTAILS

30020726.26

EDGE WAT

30019726.16

TOE

30018725.72

BTM

2255725.32

BTM

2254725.19

BTM

2201725.36

BTM

2200725.38

BTM

2199725.44

BTM

2198725.43

BTM

2197725.43

2159725 42

BTM

2158725.35

BTM

2157725.35

BTM

2156725.33

BTM

2155725.37

BTM

2154725.30

B

2172

BTM

2096725.55

BTM

2095725.58

EDGE CATTAILS

2094725.61

EDGE CATTAILS

2093725.55

BTM

2065725.70

BTM

2064725.75

BTM

2063725.65

BTM

2062725.62

BTM

2061725.69

BTM

2060725.63

BTM

2059725.72

BTM

2058725.76

OG

30137726.56

OG

30052726.78

TOE

30051725.99

TOP

30050726.56

EDGE CATTAILS

30049726.53

TOE

30048725.97

EDGE WAT

30047726.18

TOP

30046726.57

EDGE CATTAILS

30045726.56

TOE

30044725.77

EDGE WAT

30043726.17

EDGE CATTAILS

30042726.59

TOP

30041726.54

OG

30040726.66

OG

30039726.80

OG

30038726.92

OG

30037726.95

OG

30036726.80

TOP

30035726.82

TOE

30034725.78EDGE WAT

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:






Note

Drawing No.

Project No.


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S2.01

SCREW PILESLAYOUT

14575

LN

Issue DateTU

GC

HN

Issue Date


BTM

2250725.26

BTM

2249724.81

BTM

2248724.67

BTM

2247724.86

BTM

2246724.74

BTM

2245724.88

BT

224724

BTM

2210724.90

BTM

2209724.85

BTM

2208724.64

BTM

2207724.62

BTM

2206724.73

BTM

2205725.13

BTM

2204725.34

BTM

2203725.35

BTM

2153725.30

BTM

2152725.35

BTM

2151725.47

BTM

2150725.40

BTM

2149725.16

BTM

2148725.19

BTM

2147725.23

BTM

2146725.30

BTM

2145725.34

BTM

2104725.46

BTM

2103725.49

BTM

2102725.47

BTM

2101725.52

BTM

2100725.51

BTM

2099725.61

BTM

2098725.56

BTM

2097725.61

TAILS

EDGE CATTAILS

2090725.55

EDGE CATTAILS

2089725.54

EDGE CATTAILS

2088725.53

EDGE CATTAILS

2087725.47

EDGE CATTAILS

2086725.47

EDGE CATTAILS

2085725.46

EDGE CATTAILS

2084725.71

EDGE CATTAILS

2083725.67

CATTAILS

30406726.12

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

BTM

2143725.23

BTM

2142725.18

BTM

2141725.32

BTM

2140725.43

BTM

2139725.38

BTM

2138725.37

BTM

2137725.48

BTM

2112725.56

BTM

2111725.47

BTM

2110725.59

BTM

2109725.60

BTM

2108725.60

BTM

2107725.51

BTM

2106725.47

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

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SP25 kN

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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




Project

Title

Scale

DESCRIPTIONNo. DATE

Date

REVISIONS

P.Eng. Permit

BY

Drawn:

Designed:

Design Checked:






Note

Drawing No.

Project No.


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S2.02

SCREW PILESLAYOUT

14575

LN

Issue DateTU

GC

HN

Issue Date


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




Project

Title

Scale

DESCRIPTIONNo. DATE

Date

REVISIONS

P.Eng. Permit

BY

Drawn:

Designed:

Design Checked:






Note

Drawing No.

Project No.


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S2.03

SCREW PILESLAYOUT

14575

LN

Issue DateTU

GC

HN

Issue Date


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.)







X-BRACING@ 9600 O.C. MAX.


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:






Note

Drawing No.

Project No.

Revision No. 1 : 50

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1



S2.11

STRUCTURALPLAN

14575

TH

Issue DateTU

GC

HN

Issue Date


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



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.)



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.)












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:






Note

Drawing No.

Project No.

Revision No. 1 : 50

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S2.12

STRUCTURALPLAN

14575

TH

Issue DateTU

GC

HN

Issue Date


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


5S3.01

24002400

TYPICALBOARDWALK

SECTION

TYPICALBOARDWALK

SECTION


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


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:






Note

Drawing No.

Project No.

Revision No. 1 : 50

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1



S2.13

STRUCTURALPLAN

14575

TH

Issue DateTU

GC

HN

Issue Date


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



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.)



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.)

Project

Title

Scale

DESCRIPTIONNo. DATE

Date

REVISIONS

P.Eng. Permit

BY

Drawn:

Designed:

Design Checked:






Note

Drawing No.

Project No.

Revision No. 1 : 50

C:\U

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S2.14

STRUCTURALPLAN

14575

TH

Issue DateTU

GC

HN

Issue Date


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



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















2400

TYPI

CAL

BOAR

DWAL

KSE

CTIO

N

T.O.DECK 726.864

1S3.01

Sim

3S3.01

Sim

1S3.02

Sim













Project

Title

Scale

DESCRIPTIONNo. DATE

Date

REVISIONS

P.Eng. Permit

BY

Drawn:

Designed:

Design Checked:






Note

Drawing No.

Project No.

Revision No. 1 : 50

C:\U

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S2.15

STRUCTURALPLAN

14575

TH

Issue DateTU

GC

HN

Issue Date


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



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.)







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.)

2-38x184 SPF

Project

Title

Scale

DESCRIPTIONNo. DATE

Date

REVISIONS

P.Eng. Permit

BY

Drawn:

Designed:

Design Checked:






Note

Drawing No.

Project No.

Revision No. 1 : 50

C:\U

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S2.16

STRUCTURALPLAN

14575

TH

Issue DateTU

GC

HN

Issue Date


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


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


CONCRETEABUTMENT SEEDETAIL 6/S3.01

ADJACENT PAVEMENTSTRUCTURE


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:






Note

Drawing No.

Project No.


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S3.01

SECTIONS &DETAILS

14575

TN

Issue DateTU

GC

HN

Issue Date

1 : 20S3.011

1 : 20S3.013


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.


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


6

6TYP.

57°


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:






Note

Drawing No.

Project No.


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S3.02

SECTIONS &DETAILS

14575

TN

Issue DateTU

GC

HN

Issue Date


1 : 20S3.021

1 : 10S3.022

1 : 10S3.023

1 : 5S3.02

GUSSET TO SCREW PILE4

14575 telford lake nw boardwalk

Documents

structural plans2

p nails

structural plans3

pneumatic nails

architectural drawings

written dimensions

wood csa b111 wire nails

screw piles layouts2