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Mackenzie

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Ridge

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Stewart

Smithers

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Houston

Burns Lake

Fraser Lake

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Fort St

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Dawson Creek

Mackenzie

Tumbler

Ridge

New

Hazelton

Stewart

Smithers

Terrace

Kitimat

Queen

Charlotte

Houston

Burns Lake

Fraser Lake

Fort

St James

Vanderhoof

Prince

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Quesnel

Wells

Sa

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Bella Bella

Bella

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Port

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Port Alice

Port McNeill

Tofino

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Campbell

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Lake

100 Mile

House

Valemount

Lillooet

Powell

River

Whistler

Squamish

Port

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Courtenay

Kamloops

Ashcroft

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Revelstoke

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Vernon

Nakusp

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Vancouver

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Dease Lake

Fort

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Fort St

John

Hudson’s

Hope

Chetwynd

Dawson Creek

Mackenzie

Tumbler

Ridge

New

Hazelton

Stewart

Smithers

Terrace

Kitimat

Queen

Charlotte

Houston

Burns Lake

Fraser Lake

Fort

St James

Vanderhoof

Prince

George

McBride

Quesnel

Wells

Sa

n

d

s

p

i

t

Bella Bella

Bella

Coola

Port

Hardy

Port Alice

Port McNeill

Tofino

Ucluelet

Campbell

River

Williams

Lake

100 Mile

House

Valemount

Lillooet

Powell

River

Whistler

Squamish

Port

Alberni

Courtenay

Kamloops

Ashcroft

Salmon Arm

Revelstoke

Golden

Invermere

Vernon

Nakusp

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Vancouver

Merritt

Kelowna

Hope

Penticton

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Cranbrook

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Castlegar

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Dease Lake

Fort

Nelson

Fort St

John

Hudson’s

Hope

Chetwynd

Dawson Creek

Mackenzie

Tumbler

Ridge

New

Hazelton

Stewart

Smithers

Terrace

Kitimat

Queen

Charlotte

Houston

Burns Lake

Fraser Lake

Fort

St James

Vanderhoof

Prince

George

McBride

Quesnel

Wells

Sa

n

d

s

p

i

t

Bella Bella

Bella

Coola

Port

Hardy

Port Alice

Port McNeill

Tofino

Ucluelet

Campbell

River

Williams

Lake

100 Mile

House

Valemount

Lillooet

Powell

River

Whistler

Squamish

Port

Alberni

Courtenay

Kamloops

Ashcroft

Salmon Arm

Revelstoke

Golden

Invermere

Vernon

Nakusp

Victoria

Vancouver

Merritt

Kelowna

Hope

Penticton

Trail

Creston

Cranbrook

Kimberley

Elkford

Castlegar

Osoyoos

Saanich

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FULTON RESERVOIR REGULATING BUILDING ACCESS STAIR REPLACEMENT

DRAWING LIST

C00 COVER

C01 SITE PLAN

C02 SIDE VIEW

S1.1 GENERAL NOTES AND KEY PLAN

S3.1 DETAILS SHEET 1



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JULY 30, 2019

FOR REFERENCE

ONLY

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JULY 30, 2019

FOR REFERENCE

ONLY

D R A W I N G R E F E R E N C E SD W G. N O. N O T E S N O. D A T E R E V I S I O N S

D R A W I N G N U M B E R

S T A R T D A T E

S C A L E

FULTON RESERVOIR REGULATING BUILDINGACCESS STAIR REPLACEMENT

KEY PLAN

MSE0025 S1.1Structural Engineering

AutoCAD SHX Text

7

AutoCAD SHX Text

S3.2

AutoCAD SHX Text

1

AutoCAD SHX Text

S3.1

AutoCAD SHX Text

TYPICAL AT ROOF

AutoCAD SHX Text

STRUCTURAL KEY PLAN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

1

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-

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EXISTING RESERVOIR CONTROL BUILDING.

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2

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S3.1

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3

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S3.1

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4

AutoCAD SHX Text

S3.1

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TYPICAL AT LANDING

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TYPICAL AT ROOF

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TYPICAL AT LANDING

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1

AutoCAD SHX Text

S3.3

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2

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S3.3

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3

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S3.3

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3

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S3.2

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TYPICAL AT GUARDRAIL

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5

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S3.2

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TYPICAL AT CONCRETE LANDING

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6

AutoCAD SHX Text

S3.2

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CONCRETE LANDING

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EXISTING ELECTRICAL POLE TO BE REMOVED BY DFO REPRESENTATIVES PRIOR TO CONSTRUCTION (N.I.C.).

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AT LANDING

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AT LANDING

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1

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S3.2

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TYPICAL AT STAIR TREAD

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7

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S3.2

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5

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S3.2

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TYPICAL AT CONCRETE LANDING

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6

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S3.2

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CONCRETE LANDING

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LANDINGS SHOWN ON THIS KEY PLAN ARE EXISTING. THE LOCATION OF NEW LANDINGS TO BE CONFIRMED ON SITE BY D.F.O. DEPARTMENTAL REPRESENTATIVE, AND TO BE MODIFIED AS REQUIRED TO BETTER SUIT GROUND CONDITIONS.

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

SD/PWSM

AutoCAD SHX Text

PWSM

AutoCAD SHX Text

N/A

AutoCAD SHX Text

2018-09-01

AutoCAD SHX Text

1

AutoCAD SHX Text

2018-09-28

AutoCAD SHX Text

ISSUED FOR REVIEW

AutoCAD SHX Text

2

AutoCAD SHX Text

2019-04-19

AutoCAD SHX Text

ISSUED FOR TENDER

sduplus

Text Box

FOR REFERENCE ONLY

Structural Engineering



S T A R T D A T E

S C A L E


DETAILS SHEET 1

MSE0025 S3.1

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250x250x12mm THK BASE w/ 4-16 x250 LG ANCHORBOLTS @ 125 o/c

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HSS102x102x6.4 COLUMNS @ LANDINGS CONT TO ROOF FRAMING TYP

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6

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15M HORIZ EACH FACE @ 300 o/c MAX

AutoCAD SHX Text

15M VERTS @ 400 o/c EACH FACE DRILLED & EPOXIED 250mm MIN. INTO ROCK

AutoCAD SHX Text

250mm WIDE CONC. WALL WITH WIDTH TO MATCH LANDING ABOVE

AutoCAD SHX Text

8mm KNIFE 's w/ 2-16 BOLTS

AutoCAD SHX Text

51x305 D.FIR #1 OR BETTER P.T. TREADS (OR 2-51x152)

AutoCAD SHX Text

L76x51x7.9 SUPPORT ANGLE w/ 4-#10 SCREWS 50mm LONG PER TREAD.

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4

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4

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C250x30 STRINGERS TYPICAL AT LANDING.

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38x140 SPF #1/2 P.T. JOISTS @ 610 o/c w/ SIMPSON LSU26 HANGERS EACH END

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6

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9.5mm BASE & 6mm SIDE 's & 6mm SIDE 's & 6mm SIDE 's 's s c/w 6-SIMPSON SDS SCREWS PER BEAM (3 PER SIDE) CUSTOM SADDLES TO SUIT LANDING AND STAIR BEAM DIRECTION & SLOPE. CONTRACTOR TO CONFIRM ON SITE DURING CONSTRUCTION

AutoCAD SHX Text

154x254 D.FIR #1 P.T. BEAMS w/ TAPERED TOP TO SUIT 3:12 SLOPE

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COLUMN

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16mm THK D.FIR P.T. PLYWOOD DECK NAILED TO JOISTS @ 300 o/c & TO BEAMS @ 100 o/c

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

HSS102x102x6.4

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HSS102x102x6.4

AutoCAD SHX Text

SLOPE BOTTOM HORIZ BAR TO SUIT

AutoCAD SHX Text


AutoCAD SHX Text

15M VERTS @ 400 o/c EACH FACE DRILLED & EPOXIED 250mm MIN INTO ROCK

AutoCAD SHX Text

250x250x12 THK BASE w/ 4-16 x250 LG ANCHORBOLTS @ 125 o/c

AutoCAD SHX Text

HSS102x102x6.4 COLUMNS @ LANDINGS CONT TO ROOF FRAMING TYP

AutoCAD SHX Text

6

AutoCAD SHX Text

CLEAN ROCK SURFACE TO THE APPROVAL OF THE GEOTECHNICAL ENGINEER

AutoCAD SHX Text

154x254 D.FIR #1 P.T. BEAMS w/ TAPERED TOP TO SUIT 3:12 SLOPE.

AutoCAD SHX Text

38x140 SPF #1/2 P.T. JOISTS @ 610 o/c w/ TAPERED TOP TO SUIT 7:11 SLOPE OF STAIRS.

AutoCAD SHX Text

SIMPSON LSU26 HANGERS TYP.

AutoCAD SHX Text

38x140 SPF #1/2 P.T. JOISTS @ LANDINGS @ 610 o/c.

AutoCAD SHX Text

12mm D-FIR T&G SHEATHING.

AutoCAD SHX Text

6.4mm THK SIDE 's 's w/ 3-SIMPSON SDS25300 SCREWS PER BEAM PER SIDE.

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HSS102x102x6.4 COLUMN

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6

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7 +/-

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11

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7+/-

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11

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9.5mm THK BASE s s CRANKED & SHAPED TO SUIT DIRECTION & SLOPE OF STAIRS TO LANDING.

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16mm BOLTSFAR SIDE TYPICAL.

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6

AutoCAD SHX Text

TYP

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8mm CONNECTION s FAR SIDE.

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C250x30 STRINGERS TYPICAL AT LANDING.

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SCALE 1:10

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

1

AutoCAD SHX Text

S1.1

AutoCAD SHX Text

L76x51x7.9 SUPPORT ANGLE w/ 4-#10 SCREWS 50mm LG

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C250x30 STRINGER TYPICAL AT STAIR.

AutoCAD SHX Text

51x305 D-FIR #1 OR BETTER P.T. TREADS (OR 2-51x152)

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16mm THREADED RODSWELDED TO COLUMNS TO RECEIVE CROSS BRACING TYP

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6

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TYP

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SCALE 1:10

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SECTION

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3

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S1.1

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SCALE 1:10

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SECTION

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2

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S1.1

AutoCAD SHX Text

SCALE 1:10

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SECTION

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4

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S1.1

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BRACES BELOW LANDING NOT SHOWN HERE BUT REQUIRED FOR ALL COLUMNS OVER 600mm FROM TOP OF FTG TO U/S OF LANDING. SEE 1/S3.3 FOR DETAILS.

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NON-SLIP SURFACE TO STAIRS AND LANDING TO THE APPROVAL OF THE CIVIL ENGINEER AND DFO.

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ROOF PITCH TO MATCH EXISTING WALKWAY.

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ROOF PITCH TO MATCH EXISTING WALKWAY.

AutoCAD SHX Text

DIAMOND GRIP METAL TREAD TYPICAL ON ALL STAIR AND LANDING TREADS.

AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

2018-07-30

AutoCAD SHX Text

ISSUED FOR REVIEW

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

SD/PWSM

AutoCAD SHX Text

PWSM

AutoCAD SHX Text

1:10

AutoCAD SHX Text

2018-09-01

AutoCAD SHX Text

2

AutoCAD SHX Text

2019-04-19

AutoCAD SHX Text

ISSUED FOR TENDER

sduplus

Text Box

FOR REFERENCE ONLY




S T A R T D A T E

S C A L E


DETAILS SHEET 2

MSE0025 S3.2

AutoCAD SHX Text

L76x51x7.9 SUPPORT ANGLE w/ 4-#10 SCREWS 50mm LG

AutoCAD SHX Text

C250x30 STRINGER

AutoCAD SHX Text

51x305 D-FIR #1 OR BETTER P.T. TREADS (OR 2-51x152)

AutoCAD SHX Text

15M HORIZ H2E @ 300 o/c MAX

AutoCAD SHX Text

15M VERTS @ 400 o/c EACH FACE DRILLED & EPOXIED 250mm MIN. INTO ROCK TYP @ PERIMETER

AutoCAD SHX Text

CONT LANDING SLAB 800mm WIDE TO SUIT ROOF SUPPORT POSTS @ 900 o/c & LENGTH TO SUIT GEOMETRY OF STAIR

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15M TOP BARS H2E @ 300 o/c

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SCALE 1:10

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SECTION

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5

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1.1

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L102x102x6.4 ANGLE WELDED TO WEB OF STRINGER & C/W 2-16 x250 LG ANCHOR BOLTS

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6

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6mm END TO MATCH TO MATCH CHANNEL FLANGE

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ROOF COLUMN NOT SHOWN AT THIS SIDE SEE 8/- FOR DETAILS.

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TYP

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12mm THKx200x250 EMBED w/ 4-12 x200 LGANCHOR STUDS

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4

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NOTE: CAUTION MUST BE TAKEN WHEN SITE WELDING TO EMBED PLATES NOT TO OVER HEAT THEM THAT THEY EXPAND AND SPALL THE CONCRETE.

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SCALE 1:10

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STAIR TREAD DETAIL

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1

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1.1

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C250x30 STRINGER

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FIRST 1/2 STEP @ SAME ELEVATION AS LANDING

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6

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TYP

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HSS102x102x6.4 ROOF POST

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12mm THK L-SHAPED EMBED w/ 4-12 x200 LGANCHOR STUDS

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4

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38mm SCHEDULE 40PIPE GUARDS IN +/- 1.5m SECTIONS

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6

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TYP

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C250x30 STRINGER

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8mm SIDE

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38mm SCHEDULE 40PIPE GUARDRAIL OR SIMILAR APPROVED

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12mm THK L-SHAPED EMBED w/4-12 x200 LG ANCHOR STUDS

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7

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-

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SCALE 1:10

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SECTIONAL PLAN

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7

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S3.2

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SCALE 1:10

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GUARD RAIL AT STAIR

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3

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1.1

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SCALE 1:10

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GUARD RAIL

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4

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-

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4

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-

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SCALE 1:10

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SECTION

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6

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1.1

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C250x30 STRINGERS TYP

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C250x30 STRINGER

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38mm SCHEDULE 40PIPE GUARDS IN +/- 1.5m SECTIONS

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SCALE 1:10

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GUARD RAIL AT LANDING

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2

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1.1

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4

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-

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SCALE 1:10

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ELEVATION

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8

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-

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SCALE 1:10

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SECTION

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9

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-

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4

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-

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SIM.

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6

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TYP

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C250x30 STRINGER

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C250x30 STRINGER BEHIND NOT SHOWN.

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38mm SCHEDULE40 PIPE GUARDS.

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9

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-

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ASSUMED GEOMETRY OF STAIRS TO BE CONFIRMED AT EACH RUN ON SITE BY CONTRACTOR PRIOR TO PRODUCTION OF SHOP SHOP DRAWINGS AND FABRICATION OF PARTS.

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19mm DIA. TIE RODS AT 13POINTS OF STAIR STRINGERS.

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4

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NOTE: CAUTION MUST BE TAKEN WHEN SITE WELDING TO EMBED PLATES NOT TO OVER HEAT THEM THAT THEY EXPAND AND SPALL THE CONCRETE.

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1

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2018-07-30

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ISSUED FOR REVIEW

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DRAWN

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CHECKED

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APPROVED

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RECOMMENDED

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DESIGNED

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SD/PWSM

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PWSM

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1:10

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2018-09-01

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2

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2019-04-19

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ISSUED FOR TENDER

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S T A R T D A T E

S C A L E


DETAILS SHEET 2

MSE0025 S3.3

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12mm THKx250x250 BASE w/ 4-15Mx250 LG ANCHORS DRILLED AND EPOXIED INTO WALL w/ HILTI RE-500 OR EQUAL @ 125 o/c

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HSS102x102x6.4 COLUMNS CONT. TO ROOF FRAMING TYP.

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6

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SCALE 1:10

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SECTION

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1

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1.1

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15M VERTS @ 300 o/c MAX DRILLED & EPOXIED 225mm INTO SUSPENDED SLAB w/ HILTI RE500 OR EQUAL

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TYP

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16mm THREADED PLACEMENTBOLT FOR CROSS BRACING TYP.

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EXISTING BUILDING SLAB & PARAPET WALL

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250mm WIDE WALL

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12mm THKx250x250 BASE w/ 4-16 x250 LG ANCHORBOLTS @ 125 o/c

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6

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3 SIDES

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COLUMN

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COLUMN

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15M VERTS @ 300 o/c MAX DRILLED & EPOXIED 225mm INTO SUSPENDED SLAB w/ HILTI RE500 OR EQUAL

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250mm WIDE WALL

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6

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6mm END TO MATCH TO MATCH CHANNEL FLANGE

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TYP

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HSS102x102x6.4 COLUMNS CONT. TO ROOF FRAMING TYP.

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SCALE 1:10

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SECTION

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3

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1.1

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EXISTING BUILDING SLAB

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L76x76x6.4 ANGLE CROSS BRACING WELDED TO COLUMNS ON FOUR SIDES BELOW LANDINGS. NOT REQUIRED FOR COLUMNS SHORTER THAN 600mm.

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6

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3 SIDES

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SCALE 1:10

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SECTION

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2

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1.1

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EXISTING BUILDING SLAB

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FINAL LOCATIONS OF LANDING COLUMNS AND ASSUMED GEOMETRY OF STAIRS TO BE CONFIRMED AT EACH RUN ON SITE BY CONTRACTOR PRIOR TO PRODUCTION OF SHOP SHOP DRAWINGS AND FABRICATION OF PARTS.

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SEE 3 AND 4 ON S3.1 FOR COLUMN/STRINGER CONNECTIONS.

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SOLID GROUT BELOW BASE PLATE AS REQUIRED.

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POUR NEW SUPPORT WALLS DIRECTLY ONTO EXISTING CONCRETE SUSPENDED SLAB.

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REINSTATE WATER-PROOFING DETAIL TO MATCH EXISTING.

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POUR NEW SUPPORT WALLS DIRECTLY ONTO EXISTING CONCRETE SUSPENDED SLAB.

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REINSTATE WATER-PROOFING DETAIL TO MATCH EXISTING.

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1

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2018-07-30

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ISSUED FOR REVIEW

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DRAWN

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CHECKED

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APPROVED

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RECOMMENDED

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DESIGNED

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SD/PWSM

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PWSM

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1:10

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2018-09-01

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2

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2019-04-19

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ISSUED FOR TENDER

sduplus

Text Box

FOR REFERENCE ONLY

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