a0...1/21/2020 9:00:53 pm c:\revit p rojects\218166_a-b ase_cd_e.klatt@s2 architecture.com.rv t...

Fire Resistance Rating Legend

INDICATES FIRE SEPARATION w/ 0 HR F.R.R. REQUIRED (SMOKE RATED)

INDICATES FIRE SEPARATION w/ 45 MIN. F.R.R. REQUIRED

INDICATES FIRE SEPARATION w/ 1HR. F.R.R. REQUIRED

INDICATES FIRE SEPARATION w/ 2 HR. F.R.R. REQUIRED

INDICATES EXTENT OF FIBROUS FIREPROOFING (THICKNESS TO ACHIEVE 1 HOUR F.R.R.) APPLIED TO UNDERSIDE OF STRUCTURE ABOVE AND ALL SUPPORTING STRUCTURE U.N.O.

INDICATES EXTENT OF FIBROUS FIREPROOFING (THICKNESS TO ACHIEVE 2 HOUR F.R.R.) APPLIED TO UNDERSIDE OF STRUCTURE ABOVE AND ALL SUPPORTING STRUCTURE U.N.O.

EXPOSED BUILDING FACE = 412.0 m2

AREA OF UNPROTECTED OPENINGS = 53.3 m2

EXPOSED BUILDING FACE = 261 m2

AREA OF UNPROTECTED OPENINGS =5.2 m2

REFER TO MECHANICAL FOR TYPE AND LOCATIONS OF FIRE DAMPERS AT EXTERIOR WALL, TYP.





EL. 100.000T.O. LEVEL 1 SLAB


1 2 3 4 5 7 8


EL. 113.500U/S ROOF DECK

EL. 99.900T.O. APPARATUS SLAB

EL. 114.085T.O ROOF PARAPET


102

COMBINEDDAYROOM

ANDKITCHEN

119

DUTYROOM

LOCKERS

132

PPELAUNDRY

&JANITOR

215

FIRESTUDY

205

MEETINGROOM

C203

CORRIDOR

C202

CORRIDOR

207

FIRECLERK

222

RADIOROOM

304

ECC

302

BF W/C &SH

306

ADMINASSISTANT

C302

CORRIDOR

123

APP BAY#1

124

APP BAY#2

125

APP BAY#3

6

APPLY INTUMESCENT COATING TO TRUSS, BRACING AND SUPPORTING STRUCTURE TO ACHIEVE 45min F.R.R. MIN.

CONSULTANT INFORMATION

PROJECT INFORMATION

ISSUED DATE

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

DRAWING TITLE

DRAWING NO.

This drawing supercedes previous issues. Do not scale these drawings.

Verify all dimensions, elevations and datums, and report any discrepancies to the Architect prior to construction. Dimensions are taken to face of exterior sheathing, face of concrete block, face of stud for interior partitions, and centreline of demising walls, unless noted otherwise on the drawing.

The Contract Documents (Drawings and Specifications) are complimentary, what is required by one shall be as binding as required by all.

All drawings remain the property of the Architect. These drawings are Copyright , S2 Architecture. These drawings may not be reproduced without the permission of the Architect.

327, 309 W Cordova Street

Vancouver, BC, Canada V6B 1E5

T 604.661.8806

www.s2architecture.com

PROJECT

NORTH

TRUENORTH

2020

1 : 100

1/21/2020 9:00:43 PM

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Nanaimo Fire Station

#1 Replacement

618 & 666 FITZWILLIAM

STREET

NANAIMO, BRITISHCOLUMBIA

NH / SS

EK

218166

BUILDING CODE ANALYSIS

A0.04SCALE: 1 : 100A0.04

EAST ELEVATION - SPATIAL SEPARATION4SCALE: 1 : 100A0.04

NORTH ELEVATION - SPATIAL SEPARATION5

SCALE: 1 : 100A0.04

DP1.02

SOUTH ELEVATION - SPATIAL SEPARATION2SCALE: 1 : 100A0.04

DP1.02

WEST ELEVATION - SPATIAL SEPARATION3

SCALE: 1 : 100A0.04

A0.03

Fire Resistance Rating Section1

50% REVIEW 06.09.2019

75% REVIEW 18.10.2019

ISSUED FOR BP 23.10.2019

PRE-TENDER REVIEW 15.11.2019

COST ESTIMATE 13.12.2019

CLIENT REVIEW 06.01.2020

TENDER 22.01.2020

BUILDING PERMIT 22.01.2020

Parking Analysis

PARKING ANALYSIS PER ZONING BYLAW:OFFICE: 1/22m² FIRST 1000m2 & 25m2 REMAINDERWAREHOUSE/ STORAGE: 1/200m²

REQUIRED PARKING STALLS1059.5 m² OFFICE AREA = 48 STALLS

(1000/22=45.45 + 59.5/25 = 2.38)691.1. m² WAREHOUSE AREA = 4 STALLS

REQUIRED PARKING STALLS: 52 (MINIMUM)PARKING STALLS PROVIDED: 14 ON SITE

4 OFF SITE 18 TOTAL

BICYCLE PARKING:OFFICE: SHORT TERM SPACES: 0.1/100m2 GROSS FLOOR AREALONG TERM SPACES: 0.35/100m2 GROSS FLOOR AREA

REQUIRED:SHORT TERM: 0.1 (2109.2/100) = 3LONG TERM: 0.35 (2109.2/100) = 8TOTAL REQUIRED: 11

PROVIDED:LONG TERM: 7SHORT TERM: 4TOTAL PROVIDED: 11

Site AreaEXISTING SITE AREA: 2,528.230 m²

0.625 ac0.253 ha

PROPOSED SITE AREA: 3169.2948 m²0.783 ac0.317 ha

SITE COVERAGE: 1,062.1 m² MAX FAR: 2.3PROPOSED FAR: 2,109.2 / 3169.2948 m² = 0.67

Building HeightBUILDING HEIGHT (BASED ON AVERAGE, NATURAL OR FINISHED GRADE)

AVERAGE GRADE: 44.14( 44.20+ 44.20 + 44.10 + 44.06= 176.56/4 )

MAXIMUM PERMITTED: 12 m

PROPOSED BUILDING HEIGHT: 15 m

Site InfoADDRESS:666 FITZWILLIAM ST, NANAIMO, BC V9R 3B5

BY-LAW ZONING:DOWNTOWN FITZWILLIAM DT2

SETBACKMAX FRONT YARD SETBACK: 4m

STORAGE / LANDFILL / REFUSE RECEPTACLES:REQUIRED: 2PROPOSED: 2

DORM UNITS: PROPOSED: 7

Floor AreaFLOOR AREA SUMMARY* m2 ft2

MAIN: 970.9 10,451SECOND: 513.8 5,530THIRD: 371.9 4,003TOTAL: 1,856.6 19,984*as defined by the BC Building Code

GROSS FLOOR AREAS m2 ft2

MAIN: 1,062.1 11,432SECOND: 604.1 6,502THIRD: 443.0 4,768TOTAL: 2,109.2 22,702

Phasing - General Notes

1. THIS PHASING PLAN PROVIDES INTENT OF SEQUENCING ONLY AND IS TO BE READ IN CONJUNCTION WITH THE REMAINDER OF THE CONTRACT DOCUMENTS.

2. REFER TO SPECIFICATION SECTION 00 21 13 FOR ADDITIONAL CONSTRUCTION SITE & LAYDOWN AREA INFORMATION

3. INTENT OF PHASING IS AS FOLLOWS:

PHASE 1:EXISTING BUILDING TO REMAIN OPERATIONAL DURING PHASE 1. PREPARATION OF SITE FOR DEMOLITION / CONSTRUCTION. DEMOLISH EXISTING SITE AS REQUIRED FOR INSTALLATION OF SITE TRAILER AND TEMPORARY BUILDING SUPPORT UTILITIES. PROVIDE TEMPORARY BUILDING SUPPORT UTILITIES. RELOCATE EXISTING GARBAGE BINS TO FRONT OF EXISTING BUILDING.PHASE 2:EXISTING BUILDING TO REMAIN OPERATIONAL DURING PHASE 2. DEMOLITION OF EXISTING PARTIAL SITE IN PREPARATION FOR NEW BUILDING CONSTRUCTION. CONSTRUCTION OF NEW BUILDING c/w CONSTRUCTION OF SITE TO SOUTH, NORTH, AND EAST OF NEW BUILDING. COMMISSIONING & OWNER ACCEPTANCE AND OCCUPANCY OF NEW BUILDING TO OCCUR PRIOR TO COMMENCEMENT OF PHASE 3.PHASE 3: NEW BUILDING TO REMAIN OPERATIONAL DURING PHASE 3. DEMOLITION OF EXISTING BUILDING AND EXISTING REMAINING SITE.PHASE 4: CONSTRUCTION OF REMAINING NEW SITE. ALL TEMPORARY FENCES, HOARDING, AND TEMPORARY RELOCATION OF SERVICES / UTILITIES REMOVED.

Phasing - Symbol Legend

INDICATES APPROXIMATE AREA OF TEMPORARY SERVICES

INDICATES EXTENT AND LOCATION OF BUILDINGS IN SCOPE

INDICATES EXTENT AND LOCATION OF EXISTING BUILDINGSOUTSIDE OF SCOPE

MIL

TO

N S

TR

EE

T

FITZWILLIAM

STREET

LU

BB

OC

K S

QU

AR

E

H01

H14

H09

FUEL

TA

NK

& E

XIS

TIN

G S

TRU

CTU

RE

1500

MIN

. CLE

AR

AN

CE

BET

WEE

N

FUEL TANK & GENERATOR1100 MIN. CLEARANCE BETWEEN

H10

H11

H04

H08

H12

H15

H07

EXISTING FIRE

STATION #1

EXISTING

HOUSE

EXISTING

APARTMENT

EXISTING

COMMUNITY

SERVICE

BUILDING

H13

H06

H11

H05 MIL

TO

N S

TR

EE

T

H01

EXISTING FIRE

STATION #1

EXISTING

HOUSE

H20 H21

H03

H02

FITZWILLIAM

STREET

LU

BB

OC

K S

QU

AR

E

H18

H01

NEW FIRE STATION #1

H01

H03

H03

H02

LUBBOCK SQUARE

EXISTING

APARTMENT

EXISTING

COMMUNITY

SERVICE

BUILDING

H19

H19

H19

H19

H19

H19

H30

H03

H02

H26

FITZWILLIAM

STREET

H01

NEW FIRE STATION #1

H01

H03

H03

H02

LUBBOCK SQUARE

H28

H22

H30

H25

EXISTING

COMMUNITY

SERVICE

BUILDING

H26

MIL

TO

N S

TR

EE

T

H27

H01

H28

TYP.

H28

EXISTING

HOUSE

EXISTING

APARTMENT

H29

H29

H28

H28

H03

H02

H26

FITZWILLIAM

STREET

NEW FIRE STATION #1

H01

H03

H03

H25

H02

LUBBOCK SQUARE

H01

H01

H33

H34

EXISTING

APARTMENT

EXISTING

HOUSE

H33

EXISTING

COMMUNITY

SERVICE

BUILDING

H26


PROJECT INFORMATION

ISSUED DATE

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

DRAWING TITLE

DRAWING NO.







T 604.661.8806


PROJECT

NORTH

TRUENORTH

2020

As indicated

1/21/2020 9:00:46 PM

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#1 Replacement


STREET


NH

GJO/ EK

218166

OVERALL SITE PHASING

PLAN & SITE INFO

A1.01

SCALE:1 : 250A1.01

A0.02

Site Plan - Phase 11

Phasing Keynote Legend000 KEYNOTE SYMBOL

APPLICABLE TO ALL PHASES:

H01 MAINTAIN PEDESTRIAN ACCESS ALONG FITZWILLAIN STREET AT ALL TIMES, COORDINATE HOARDING DESIGN/INSTALLATION AND ANY OFF-SITE ACCESS REQUIREMENTS WITH CITY OF NANAIMO (AHJ)

H02 MAINTAIN VEHICLE ACCESS TO ADJACENT PARKING LOT AT ALL TIMES DURING DEMOLITION & CONSTRUCTION. PROVIDE TRAFFIC CONTROL AS REQUIRED DURING CONSTRUCTION, INCLUDING FLAG PERSONNEL TO DIRECT TWO-WAY TRAFFIC THROUGH SINGLE LANE DURING UTILITY CONSTRUCTION & ROADWAY RECONSTRUCTION. WORK IN ROADWAY MUST BE COMPLETE PRIOR TO OCCUPANCY OF NEW BUILDING & TEMPORARY APPARATUS SHELTER

H03 MAINTAIN PEDESTRIAN ACCESS TO COMMUNITY SERVICE BUILDING AT ALL TIMES, COORDINATE HOARDING DESIGN/INSTALLATION AND ANY OFF-SITE ACCESS REQUIREMENTS WITH CITY OF NANAIMO (AHJ)

H04 EXISTING OVERHEAD LINES TO REMAIN DURING CONSTRUCTION - REFER TO ELECTRICAL DRAWINGS

PHASE 1:

H05 REMOVE GLAZING & DOORS AND INFILL OPENINGS. INSTALL TEMPORARY ACOUSTIC BARRIER MEASURES TO EXISTING BUILDING. ACOUSTIC MEASURES ARE TO BE INSTALLED PRIOR TO COMMENCING OTHER DEMOLITION OR CONSTRUCTION ON SITE COORDINATE SCHEDULE & ACCESS TO EXISTING BUILDING WITH OWNER [PHASE 1]

H06 PROVIDE TEMPORARY BARRIER-FREE PARKING STALL w/ TEMPORARY PAINTED LINES & SIGNAGE PRIOR TO DEMOLITION OF EXISTING PARKING LOT. MAINTAIN CLEAR PATH OF ACCESS TO FRONT ENTRANCE OF EXISTING BUILDING AT ALL TIMES [PHASE 1]

H07 REFER TO ELECTRICAL AND MECHANICAL FOR DISCONNECTION AND RECONNECTION OF UTILITIES IN EXISTING BUILDING [PHASE 1]

H08 DEMOLISH & SALVAGE EXISTING SITE ELEMENTS TO ALLOW FOR RELOCATION OF GENERATOR AND INSTALLATION OF FUEL TANK & SITETRAILER [PHASE 1]

H09 APPROXIMATE LOCATION OF SITE TRAILER. GENERAL CONTRACTOR TO COORDINATE SIZE AND LOCATION OF SITE TRAILER WITH REMAINDER OF THE WORK AND ALL CITY OF NANAIMO BYLAW AND PERMIT REQUIREMENTS [PHASE 1]

H10 PROVIDE TEMPORARY DIESEL TANK FOR EXISTING BUILDING BOILER c/w NEW CONCRETE PAD, REFER TO STRUCTURAL & MECHANICAL DRAWINGS [PHASE 1]

H11 DEMOLISH EXISTING DIESEL TANK & PAD AND CAP EXISTING UTILITIES AFTER TEMPORARY TANK IS INSTALLED & COMMISSIONED - REFER TO MECHANICAL DRAWINGS [PHASE 1]

H12 RELOCATE EXISTING GENERATOR ON NEW CONCRETE PAD & DEMOLISH EXISTING PAD - REFER TO STRUCTURAL & ELECTRICAL DRAWINGS[PHASE 1]

H13 DEMOLISH CONCRETE PAD & STORAGE SHED [PHASE 1]

H14 RELOCATE EXISTING FIBRE OPTIC LINE AS REQUIRE FOR NEW CONSTRUCTION, REFER TO ELECTRICAL AND CIVIL DRAWINGS [PHASE 1]

H15 RELOCATE EXISTING GARBAGE BINS. COORDINATE RELOCATION w/ WASTE SERVICE PROVIDER [PHASE 1]

PHASE 2:

H18 DEMOLISH EXISTING SITE ELEMENTS EAST OF THE EXISTING BUILDING & CONSTRUCT NEW FIRE STATION BUILDING [PHASE 2]

H19 CONSTRUCT SITE ELEMENTS TO NORTH, EAST & SOUTH OF NEW BUILDING [PHASE 2]

H20 EXISTING SCBA EQUIPMENT TO BE REMOVED AND RELOCATED TO NEW BUILDING - REFER TO FF&E PLANS FOR LOCATIONS. COORDINATESCHEDULE & ACCESS TO EXISTING BUILDING FOR REMOVAL WITH OWNER [PHASE 2]

H21 EXISTING COMMERCIAL WASHING MACHINE TO BE REMOVED AND RELOCATED TO NEW BUILDING - REFER TO FF&E PLANS FOR LOCATIONS. COORDINATE SCHEDULE & ACCESS TO EXISTING BUILDING FOR REMOVAL WITH OWNER [PHASE 2]

H22 PROVIDE TEMPORARY GENERATOR AS REQUIRED TO SUPPORT NEW BUILDING UNTIL INSTALLATION & COMMISSIONING OF PERMANENT GENERATOR IS COMPLETE - REFER TO ELECTRICAL DRAWINGS [PHASE 2]

PHASES 3 & 4:

H25 TEMPORARY APPARATUS SHELTER BY OWNER, GC TO PROVIDE TEMPORARY SERVICES TO SHELTER - REFER TO ELECTRICAL DRAWINGS. GC TO PROVIDE 24/7 SECURITY PERSONNEL AT TEMPORARY APPARATUS SHELTER UNTIL COMPLETION OF ALL WORK [PHASES 3 & 4]

H26 MAINTAIN PEDESTRIAN ACCESS FOR EXIT DOOR AT ALL TIMES[PHASES 3 & 4]

H27 DEMOLISH EXISTING FIRE STATION BUILDING [PHASE 3]

H28 DEMOLISH REMAINING EXISTING SITE ELEMENTS TO ALLOW FOR NEW SITE CONSTRUCTION [PHASE 3]

H29 DEMOLISH & SALVAGE EXISTING TEMPORARY UTILITIES & REMOVE SITE TRAILER. DEMOLISH EXISTING SUPPORT INFRASTRUCTURE FOR TEMPORARY UTILITIES ONCE PERMANENT UTILITIES ARE INSTALLED & COMMISSIONED [PHASE 3]

H30 PROVIDE TEMPORARY BARRIER-FREE PARKING STALL w/ TEMPORARY PAINTED LINES & SIGNAGE [PHASE 3]

H33 CONSTRUCT REMAINING SITE ELEMENTS [PHASE 4]

H34 REMOVE TEMPORARY ACCESSIBLE PARKING STALLS & CONSTRUCT PERMANENT PARKING AREA ONCE PERMANENT BARRIER-FREE PARKING STALL ADJACENT TO ENTRANCE IS COMPLETED & ACCESSIBLE BY OWNER [PHASE 4]

SCALE:1 : 250A1.01

A0.02


SCALE:1 : 250A1.01

A0.02


SCALE:1 : 250A1.01

A0.02


50% REVIEW 06.09.2019

75% REVIEW 18.10.2019





TENDER 22.01.2020


Site - General Notes1. REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL AND LANDSCAPE

DRAWINGS FOR ADDITIONAL DISCIPLINE RELATED INFORMATION

2. ALL DIMENSIONS ARE TO FRONT OF CURB U.N.O.

3. ALL DIMENSIONS AT BUILDING ARE TO BE FROM FACE OF FOUNDATION U.N.O.

4. ALL CONCRETE WALKS & CURBS TO BE STANDARD NON-COLOURED CONCRETE W/ CONTROL JOINTS AS PER CITY OF NANAIMO STANDARDS U.N.O.

5. PAINTED LINES AS PER CITY OF NANAIMO STANDARDS

6. REFER TO PRELIMINARY SITE INVESTIGATION IN REGARDS TO ENVIRONMENTAL CONTAMINATION.

Site Plan - Symbol LegendINDICATES EXTENT AND LOCATION OF NEW FIRE STATIONBUILDING

INDICATES LOCATION OF PROPOSED CATCH BASIN

INDICATES LOCATION OF EXISTING CATCH BASIN

INDICATES LOCATION OF PROPOSED MANHOLE

INDICATES LOCATION OF EXISTING MANHOLE

INDICATES LOCATION OF PROPOSED FIRE HYDRANT

INDICATES LOCATION OF BUILDING SIAMESE CONNECTION(FDC)

INDICATES PROPERTY LINE (SCALED DOWN FOR CLARITY)

INDICATES LOCATION OF PROPOSED LIGHT STANDARD

INDICATES LOCATION OF EXISTING LIGHT STANDARD

INDICATES LOCATION OF EXISTING POWER POLE

INDICATES LOCATION OF EXISTING POWER POLE ANCHOR

INDICATES LOCATION OF PROPOSED LIGHT BOLLARD. REFERTO ELECTRICAL DRAWINGS

INDICATES "BARRIER-FREE PARKING SYMBOL" c/w POLEMOUNTED SIGNAGE

INDICATES "NO PARKING" POST MOUNTED SIGNAGE

INDICATES "NO ENTRY" POST MOUNTED SIGNAGE

INDICATES "NO SMOKING" POST MOUNTED SIGNAGE

INDICATES "EMERGENCY VEHICLE NO PARKING" POSTMOUNTED SIGNAGE

INDICATES LOCATION OF PROPOSED CONCRETE WHEEL STOP

INDICATES LOCATION OF PROPOSED GUARD BOLLARD. REFERTO STRUCTURAL DRAWINGS

INDICATES HANDICAP PARKING SYMBOL PAINTED ON PAVERS

INDICATES LOCATION OF PROPOSED CAR PLUG POST. REFERTO ELECTRICAL DRAWINGS

INDICATES PARKING LINE PAINTED ON ASPHALT / PAVERS

INDICATES LOCATION OF BIKE RACK

INDICATES LOCATION OF PROPOSED TRANSFORMER /PEDESTAL C/W BOLLARDS, REFER TO ELECTRICAL DRAWINGS

INDICATES LINE OF CHAINLINK FENCE

INDICATES LOCATION OF PROPOSED FLAG POLE

EV

OR

OR

BF

NP

NS

INDICATES EXTENT AND LOCATION OF CONCRETE SIDEWALK /DRIVEWAY, CONCRETE PAD, REFER TO STRUCTURAL,LANDSCAPE & CIVIL DWGS.

INDICATES EXTENT AND LOCATION OF SOFT LANDSCAPING,REFER TO LANDSCAPE DWGS.

INDICATES EXTENT AND LOCATION OF PAVERS (STYLE 2),REFER TO LANDSCAPE DWGS.


INDICATES EXTENT AND LOCATION OF EXISTING BUILDINGSOUTSIDE OF SCOPE


INDICATES EXTENT AND LOCATION OF ASPHALT PAVINGSURFACE, REFER TO CIVIL DWGS.

INDICATES "NO PARKING FIRE FIGHTERS ONLY" POSTMOUNTED SIGNAGE

FF

NE

A E

1

8

MIL

TO

N S

TR

EE

T

FITZWILL

IAM STRE

ET

LU

BB

OC

K S

QU

AR

E

NEW FIRE STATION #1

± 5279

5129

6710

6710

6710

6710

22962 300 6915 2480 25325 2335

2747

PR

OP

ERTY

LIN

E

DISTANCE FROM FDC TO PROPOSED FIRE HYDRANT= 42.8m

GEODETIC HEIGHT: 44.20mMAIN FLOOR: 100.000

GEODETIC HEIGHT: 44.10mAPP BAY FLOOR: 99.900

TRAFFIC SIGNAGE ON LUBBOCK SQUARE TO BE COMPLETED BY CITY OF NANAIMO. COORDINATE REQUIREMENTS & SCHEDULING OF SIGNAGE INSTALLATION w/ CITY

S04

S17S18

S06

S16

S03

2335

96.5

°

FF

NP

11620

S15

2500

5800

1800

3184 2677 3050 2750 2750 2750 2750 3050

PROPERTY LINE

PR

OP

ERTY

LIN

E

EV

S06S27TYP.

S15

S10

S02

S01

S12

PROPERTY LI

NE

ENTRYS24

PR

OP

ERTY

LIN

E

EV NPNP

S04

5100

R 4770

S26

S26

S26

S23

S14S14

S27

S27

30.5°

6685

2335 3050 2750 2750 2750 2750 2750 2750 2750 3730 1435

S37 TYP.

11530

S35

NP

FF

564

2335

S32

S27

S25

S25

S34

S30

1800

S31

S38

S41S41

S41

S42

3A1.04

S37

TYP.

3000

MIN

.

MA

X.

165

1070

6400

S10

S10

S11

SET OUT POINT

SET OUT POINT

S06

S08

S09

S32

S32

S05

S32

S07

S29

NS

S45S44

2057

076

00

50261 10055

2747

1000

S25S21

1500 MIN.

1000 MIN.

780 3320 4355

S43

1790

9A5.11

CLE

AR

AN

CE

3000

MIN

.

CLEARANCE

3000 MIN.

6625

3050

2750

3050

5800 TYP.

125

2455

S31

S33

S46

TYP.

1A1.04

S41

S20

S19

S22

TYP.

S28

TYP.

S36

S28

TYP.

S39

S40

TYP.

R 2400

R 1

200

R 2150

R 1

200

2050

S27

S38

S26

S13

BF

5800

6700

1810

4

S25

1000S21

1450

610

EQ.

EQ.

EQ.

EQ.

EQ.

2500

S26

S26

S25

S06

TYP.

S07

S06

6675

2769

S34

3107

2780

2780

3184 21017

S07

1450

1450

2700

3685 ℄

EQ.

EQ.

750

EQ. EQ.

2955

5800

2750 TYP.

S06

S47

1200 MIN

.

S48

S48

NE NE

3000 MIN.

S27

S37

TYP.

PR

OP

ERTY

LIN

E

PROPERTY LINE

5/A1.04


PROJECT INFORMATION

ISSUED DATE

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

DRAWING TITLE

DRAWING NO.







T 604.661.8806


PROJECT

NORTH

TRUENORTH

2020

As indicated

1/21/2020 9:00:53 PM

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#1 Replacement


STREET


NH

GJO / EK

218166

NEW SITE

CONSTRUCTION PLAN

A1.03SCALE: 1 : 100A1.03A0.02

Construction Site Plan1

Site Construction - Keynote Legend

000 KEYNOTE SYMBOL

S06 NEW CONCRETE WALKWAY

S07 CONCRETE WALKWAY LETDOWN

S08 CONCRETE DRIVEWAY, REFER TO CIVIL DWGS

S09 CONCRETE APRON, REFER TO STRUCTURAL DWGS

S10 BENCH TYP, REFER TO LANDSCAPE DWGS

S11 REMOVE, STORE AND REINSTALL EXISTING BUS STOP BENCH

S12 PUBLIC ART DISPLAY, TBD

S13 FLAG POLE, REFER TO SITE DETAILS

S14 ELECTRIC VEHICLE CHARGER RECEPTACLE - REFER TO ELECTRICAL DWGS

S15 EXISTING FENCE TO REMAIN AS IS

S16 FIRE DEPARTMENT CONNECTION (FDC), REFER TO MECHANICAL DWGS

S17 PROPOSED GAS METER LOCATION, CONFIRM CONCRETE PAD REQUIREMENTSWITH STRUCTURAL AND FORTIS, REFER TO STRUCTURAL AND MECHANICALDWGS

S18 PROPOSED SEISMIC GAS VALVE, CONFIRM ENCLOSURE REQUIREMENTS WITHFORTIS, REFER TO MECHANICAL DWGS AND DETAIL

S19 GARBAGE AND RECYCLING AREA

S20 PARALLEL PARKING PAINTED PARKING STALL LINES AS PER CITY OF NANAIMOSTANDARDS

S21 INDICATES EXTENT OF CAR OVERHANG INTO LANDSCAPED AREA

S22 1.8m HIGH SECURE FENCE ENCLOSURE ON 150mm x 150mm CONCRETE CURBc/w MANUAL SWING GATES

S23 FUEL PUMP, C/W CONCRETE PAD, REFER TO CIVIL AND FUELING SYSTEMDWGS

S24 4 BICYCLE STALLS, REFER TO LANDSCAPE DWGS

S25 CONCRETE CURB, REFER TO CIVIL / LANDSCAPE DWGS

S26 UNIT PAVERS, REFER TO LANDSCAPE DWGS

S27 LANDSCAPE AREA, REFER TO LANDSCAPE DWGS

S28 NEW ASPHALT - BLEND INTO EXISTING ASPHALT - REFER TO CIVIL DWGS

S29 NEW BARRIER FREE CURB CUT - REFER TO CIVIL DRAWINGS

S30 SEPARATE PRICE: CLEAN EXISTING RETAINING WALL, INSTALL NEW CONCRETEPRE-CAST TOP OF WALL COPING C/W DRIP EDGE, PAINT EXISTING WALL.

S31 SECURE CHAIN-LINK FENCE ENCLOSURE c/w MANUAL SWING GATES

S32 LINE OF CANOPY ABOVE

S33 TRANSFORMER ON CONCRETE PAD c/w BOLLARDS, REFER TO ELECTRICALDWGS

S34 EXISTING CROSSWALK TO REMAIN - REFER TO CIVIL DRAWINGS

S35 CITY OF NANAIMO POSSIBLE FUTURE CURB LAYOUT, NOT IN CONTRACT

S36 EXISTING CONCRETE CURB TO REMAIN AS IS, REFER TO CIVIL DRAWINGS

S37 CONCRETE FILLED BOLLARD, REFER TO STRUCTURAL DRAWINGS

S38 EXTERIOR HOSE BIB LOCATION, REFER TO MECHANICAL DWGS

S39 REFER TO CIVIL DRAWINGS FOR EXTENT OF NEW ASPHALT BEYOND PROPERTYLINES

S40 PROPOSED PAINTED PARKING STALL LINES ALONG EDGE OF ADJACENTPROPERTY AS PER CITY OF NANAIMO STANDARDS

S41 EXISTING BUILDING

S42 EXISTING SHED

S43 CARDLOCK, REFER TO FUELING SYSTEM DWGS

S44 GENERATOR C/W BELLY TANK, REFER TO ELECTRICAL DRAWINGS

S45 FUEL TANK, REFER TO FUELING SYSTEM DRAWINGS

S46 PAINTED PARKING STALL LINES C/W WHEEL STOPS AS PER CITY OF NANAIMOSTANDARDS

S47 RELOCATED POLE, REFER TO CIVIL DRAWINGS

S48 'NO PARKING' WALL MOUNTED SIGNAGE

Site Construction - Keynote Legend

000 KEYNOTE SYMBOL

S01 EXISTING TRAFFIC LIGHT w/ STREET LIGHT

S02 EXISTING JUNCTION BOX

S03 EXISTING UTILITY POLE

S04 EXISTING UTILITY POLE w/ ANCHOR

S05 UPGRADE FIBER OPTIC UTILITY BOX, REFER TO ELECTRICAL AND CIVILDRAWINGS

50% REVIEW 06.09.2019

75% REVIEW 18.10.2019





TENDER 22.01.2020




1 2 3 45

7 8






6

E04 E05 E02 E07 E02 E02 E02 E05 E02

E19

E19

E19

E19

E02 E02

E02

E02

E02

E10

E07 E07

E20

E20

E30

2A4.01

4A4.01

5A4.01

E19

E19

E22 E25

E22E25

E22

E27 E28

E03E09

E21 E24

E23 E26

E23

E28E27

E23

E22

E29

E31 E30E31E30

E29

E31

E29 E29

E13

E03

E30

E04

4A4.03

E18

E11E14

E01

E14TYP.

E22

E25

E33



A B C D E




E15 E02 TYP.

E02

E19

E19

E19 E19 E19

E19 E19

E02 E02 E02

E02 E02 E02

E02

E23E26

E16

E27 E28

E23

E23 E22 E22

E27

E23

E31 E31

E30

E32

E13

E30

E14

3A4.03

E34

1350

E34

E18

E21

E22

E25

E09

E25

E22

E24E26

10

10

10

10

ALUMINUM WINDOW BOX

CURTAIN WALL

FIBRE CEMENT PANEL

10 10

10

ALUMINUM WINDOW BOX

CURTAIN WALL

FIBRE CEMENT PANEL

ALIGN PANEL WITH BOTTOM OF ALUMINUM WINDOW BOX

ALIGN

ALUMINUM WINDOW BOX

CURTAIN WALL

10 10

FLASHING MATCH COLOR OF ADJACENT WALL PANEL


PROJECT INFORMATION

ISSUED DATE

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

DRAWING TITLE

DRAWING NO.







T 604.661.8806


2020

As indicated

1/21/2020 9:01:42 PM

C:\

Rev

it P

roje

cts\

2181

66_A

-Bas

e_C

D_e

.kla

tt@s2

arch

itect

ure.

com

.rv t


#1 Replacement


STREET


NH / MT

GJO / EK

218166

EXTERIOR ELEVATIONS

A4.01SCALE: 1 : 50A4.01

A2.00

West Elevation3

Exterior Elevations Keynote Legend

000 KEYNOTE SYMBOL

E01 EXTERIOR STAIR & GUARD/HANDRAIL, PRIME & PAINT ALL METAL - P7G4FINISH

E02 ALUMINUM CURTAIN WALL SYSTEM, REFER TO GLAZING SCHEDULE

E03 MECHANICAL EQUIPMENT. REFER TO MECHANICAL DRAWINGS

E04 HOLLOW METAL INSULATED DOORS, REFER TO DOOR SCHEDULE

E05 GLASS DOOR IN ALUMINUM CURTAIN WALL FRAMING - REFER TO DOORSCHEDULE

E06 ALUMINUM DOOR IN ALUMINUM CURTAIN WALL FRAMING - REFER TO DOORSCHEDULE

E07 PREFINISHED BI-FOLD DOORS - REFER TO DOOR SCHEDULE

E08 OVERHEAD SECTION DOOR - REFER TO DOOR SCHEDULE

E09 GLASS FIBRE REINFORCED CEMENT COMPOSITE PANEL MECHANICAL ROOFSCREEN SYSTEM - CCP1 FINISH

E10 1070mm HIGH ROOF TERRACE GUARD RAIL

E11 PREFINISHED METAL LOUVRE TO MATCH EXTERIOR PANEL WIDTH- P9G4 FINISHWHERE LOCATED ADJACENT TO CCP1 FINISH, P7G4 FINISH WHERE LOCATEDADJACENT TO CCP2 FINISH

E12 GAS METER c/w CHAIN-LINK ENCLOSURE, REFER SITE DWGS & TOMECHANICAL

E13 MECHANICAL COVERS. FINISH TO MATCH ADJACENT MATERIAL FINISHCOLOUR. REFER TO MECHANICAL.

E14 CONCRETE FILLED BOLLARD. REFER TO STRUCTURAL DRAWINGS

E15 FIRE DEPARTMENT CONNECTION. REFER TO MECHANICAL

E16 BACK LIT EXTERIOR SIGNAGE. COLOUR:FROSTED WHITE.

E17 ROOF SCUPPER. REFER TO DETAIL 9/A6.14 - P9G4 FINISH WHERE LOCATEDADJACENT TO CCP1 FINISH, P7G4 FINISH WHERE LOCATED ADJACENT TO CCP2FINISH, P8G4 FINISH WHERE LOCATED ADJACENT TO SPP1 FINISH

E18 COMMUNICATION TOWER

E19 PREFABRICATED ALUMINUM WINDOW BOXES - P8G4 FINISH

E20 ROOF LADDER SECURED TO WALL - P9G4 FINISH WHERE LOCATED ADJACENTTO CCP1 FINISH, P7G4 FINISH WHERE LOCATED ADJACENT TO CCP2 FINISH

E21 GLASS FIBRE REINFORCED CEMENT COMPOSITE PANEL - CCP1 FINISH


E23 SOLID PHENOLIC WALL PANEL - SPP1 FINISH

E24 PREFINISHED METAL FLASHING - P9G4 FINISH



E27 METAL CLADDING PANEL - MCP1 FINISH

E28 PREFINISHED METAL FLASHING - TO MATCH MCP1 FINISH

E29 ELECTRONIC CARD READER. REFER TO ELECTRICAL

E30 EXTERIOR LIGHT FIXTURE. REFER TO ELECTRICAL

E31 CCTV CAMERA. REFER TO ELECTRICAL

E32 FRONT ENTRY INTERCOM. REFER TO ELECTRICAL

E33 EXTERIOR SIGNAGE. COLOR:RED

E34 LOCATION OF POWER DOOR OPERATOR, CONTROLS EAST DOOR LEAF, REFERTO ELECTRICAL DRAWINGS

E35 LOCATION OF TEMPORARY GENERATOR CONNECTION PANEL, REFER TOELECTRICAL DRAWINGS

E36 PROVIDE SPACE BETWEEN CROSS-BRACING OF COMMUNICATION TOWER TOALLOW FOR LADDER ACCESS TO ROOF

E37 COMMUNICATION CABLE TRAY, REFER TO ELECTRICAL DRAWINGS

SCALE: 1 : 50A4.01

A2.00

South Elevation1

SCALE: 1 : 5A4.01

A4.01

PANEL 12

SCALE: 1 : 5A4.01

A4.01

PANEL 24

SCALE: 1 : 5A4.01

A4.01

PANEL 35

50% REVIEW 06.09.2019

75% REVIEW 18.10.2019





TENDER 22.01.2020




12345

78






6

E20

E17

E10

E19

E17

E19E19

E19

E20

E14E04E04E04E04E02

E02

E02E02

E08E15

E02

E30

E26E23

E26E23E21 E24

E23

E09

E24E21

E03

E24E21

E25E22

E30

E11 E11

E30

E30

E30

E11

E11

E22

E30E31

E32

E31

E29 E29

E29

E13

E35

E11

E18

E28 E27

E22

E12E01

E03

E36

T.O

LO

UV

ER

3440

T.O

LO

UV

ER

8320

E13

E13

E37


ABCDE






E20 E17

E17

E04

E14

E12

E30

E24E21

E31E31

E29

E22 E25

E22

E27

E13

E31

E11

E11

E18

E35

E14

E11

E28

E22

E11

TYP.

E11

E04

E31

T.O

LO

UV

ER

8340

T.O

LO

UV

ER

3870

E11

E01


PROJECT INFORMATION

ISSUED DATE

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

DRAWING TITLE

DRAWING NO.







T 604.661.8806


2020

1 : 50

1/21/2020 9:01:47 PM

C:\

Rev

it P

roje

cts\

2181

66_A

-Bas

e_C

D_e

.kla

tt@s2

arch

itect

ure.

com

.rv t


#1 Replacement


STREET


NH / MT

GJO / EK

218166

EXTERIOR ELEVATIONS

A4.02SCALE: 1 : 50A4.02

A2.00

East Elevation2

SCALE: 1 : 50A4.02

A2.00

North Elevation1


000 KEYNOTE SYMBOL






































50% REVIEW 06.09.2019

75% REVIEW 18.10.2019





TENDER 22.01.2020


ABCDE





E17

E19

E02

E19

E20

E02

E02

E06

E06

E02

E19

E19

E21

E30

E30

E24

E09 E03

E30

E21 E24

E23 E26

E11E11

E10

SIM.SIM.

A





E20

E04

E30

E29

E30

E18

E11

E22

E25


A



6315

2000

3D LED SIDE-LIT ACRYLIC SIGN w/ 150mm CLEAR ACRYLIC RETURNS c/w OPAQUE FRONT AND BACK PANEL, COLOUR FROSTED WHITE. FLUSH MOUNT TO FACE OF FINISH

EQ.EQ.


2 3 4


4000 11800

3D POWDER COATED ALUMINUM SIGN w/ 50mm RETURNS, COLOUR RED. PROJECTED MOUNT 100mm FROM FACE OF FINISH2

000

590


OPENING

1415

MIN

.

610

** VERTICAL INTERMEDIATE HSS NOT SHOWN FOR CLARITY

E21


1415

MIN

.

610

OPENING


E21

1415

MIN

.

610


E21

1415

MIN

.

610


E21


PROJECT INFORMATION

ISSUED DATE

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

DRAWING TITLE

DRAWING NO.







T 604.661.8806


2020

1 : 50

1/21/2020 9:01:52 PM

C:\

Rev

it P

roje

cts\

2181

66_A

-Bas

e_C

D_e

.kla

tt@s2

arch

itect

ure.

com

.rv t


#1 Replacement


STREET


MT

GJO / EK

218166

EXTERIOR ELEVATIONS

A4.03

SCALE: 1 : 50A4.03

A2.00

North Third Floor Elevation1SCALE: 1 : 50A4.03

A2.00

Third Floor Tower Elevation2


000 KEYNOTE SYMBOL






































SCALE: 1 : 50A4.03

A2.00

South Elevation Signage3SCALE: 1 : 50A4.03

A2.00

West Elevation Signage4SCALE: 1 : 50A4.03

Roof Screen North Elevation5

SCALE: 1 : 50A4.03

Roof Screen South Elevation6SCALE: 1 : 50A4.03

Roof Screen East Elevation7SCALE: 1 : 50A4.03

Roof Screen West Elevation8

50% REVIEW 06.09.2019

75% REVIEW 18.10.2019





TENDER 22.01.2020


7 7 7 78 78 85 56

21 21 21 2118 1820 20 19 20 20

7 8 8 8 8 8 87 7 76

18 2121 181818191918212121

30 303030303031323031

2222222222222225 25 25 25 25 25 232424242424242424

± 1250± 12501730

2290

29 29 29 29 282626 26 26 26 26 2628282828

734

C

C

C

C

C C C

C

C

C

C

C C

C

C C

C

C

C

C

C C C C C C C C

540 1850 1820 1820 1940 438

822

C

OPENING

± 2007

28 28 29 2926 26 26

4 1 3 3 33 3 3 34 4 4

21 21 21 21 21 2120 20 20 18 18

88888888888887 7 7 7 7 7 7 7 7 77 7 7 7 7875 5 5 5 7 5

21 2020 1918

4344

2020202020202020202020202020202020 21 21 191818181821212121212121 1818 19 21 21 21

24 24 24 24 24252525252523 232222

12 12 3230 30 30 3031 31

16 16 1615

12 11 CCCC

C

C C

C

C

C

C

C

C

C

C

C

CC

C C

CC

C

C

C

C

C

± 569

SLOPE BOTTOM EDGE OF PANELS

SIM SIM

Exterior Elevation - Panel Sizes

5

6

7

8

9

10

11

12

600mm x 2130mm

800mm x 2130mm

900mm x 2130mm

1220mm x 2130mm

600mm x 2385mm

800mm x 2385mm

900mm x 2385mm

1220mm x 2385mm

13

14

15

16

600mm x 2495mm

800mm x 2495mm

900mm x 2495mm

1220mm x 2495mm

18

19

20

21

600mm x 2535mm

800mm x 2535mm

900mm x 2535mm

1220mm x 2535mm

1

2

3

4

600mm x 1880mm

800mm x 1880mm

900mm x 1880mm

1220mm x 1880mm

17 400mm x 2535mm

22

23

24

25

600mm x 1730mm

800mm x 1730mm

900mm x 1730mm

1220mm x 1730mm

26

27

28

29

600mm x 1415mm

NOT USED

900mm x 1415mm

1220mm x 1415mm

NOTE: REFER TO EXTERIOR ELEVATIONS FOR FINISH

C CUSTOM SIZE / CUT PANEL

30 600mm x 2290mm

31 900mm x 2290mm

32 1220mm x 2290mm


PROJECT INFORMATION

ISSUED DATE

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

DRAWING TITLE

DRAWING NO.







T 604.661.8806


2020

As indicated

1/21/2020 9:01:57 PM

C:\

Rev

it P

roje

cts\

2181

66_A

-Bas

e_C

D_e

.kla

tt@s2

arch

itect

ure.

com

.rv t


#1 Replacement


STREET


ML

GJO / EK

218166

EXTERIOR PANEL LAYOUT

A4.04

SCALE: 1 : 50A4.04

TEMP

South Elevation Panel Layout1

SCALE: 1 : 50A4.04

A2.12

West Elevation Panel Layout2




TENDER 22.01.2020


5 7 7 7 8 8 8 8 7 7 7 5 5 7 7 7 8 8 8 8 6 7 8 88

3 4 34

21 18 20 21

21 21 21 21 21 20 20 18 18 20 20 20 21 21 20 20 20 21 21 21 21 20 20 2117

161616151516151316131315

C

C1616161615141415151616

12C 12 12 12 12 12 12 12 11

C

C 11 11 11 9 9 12 12 12 10

C

C

C

C

C

C

C

C

C129

3 4 4 4

21 21 21 20

888888877555557788775557788775557576

182020202121212020201818202021212120202020212020202020202121211821

18212020181818

1113241

2018

1133

18

7

20

15151515 1513 13 13 13 13 13 13 13 1314 14 14 14 14 14 14 161616161616161616161616

12999999930303030 32 32 12 12 1212 12 12 12 11111111313131 9

26 28 28 26 29 29 26

969 1220 1220 969

712

24232323 2524

C

C

C

C

C

CCCC

CCCC

CCC

CC

CC

C

C C

CC

C

C

SLOPE BOTTOM EDGE OF PANELS

SIM SIMSIM

± 569

31


5

6

7

8

9

10

11

12

600mm x 2130mm

800mm x 2130mm

900mm x 2130mm

1220mm x 2130mm

600mm x 2385mm

800mm x 2385mm

900mm x 2385mm

1220mm x 2385mm

13

14

15

16

600mm x 2495mm

800mm x 2495mm

900mm x 2495mm

1220mm x 2495mm

18

19

20

21

600mm x 2535mm

800mm x 2535mm

900mm x 2535mm

1220mm x 2535mm

1

2

3

4

600mm x 1880mm

800mm x 1880mm

900mm x 1880mm

1220mm x 1880mm

17 400mm x 2535mm

22

23

24

25

600mm x 1730mm

800mm x 1730mm

900mm x 1730mm

1220mm x 1730mm

26

27

28

29

600mm x 1415mm

NOT USED

900mm x 1415mm

1220mm x 1415mm



30 600mm x 2290mm

31 900mm x 2290mm

32 1220mm x 2290mm


PROJECT INFORMATION

ISSUED DATE

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

DRAWING TITLE

DRAWING NO.







T 604.661.8806


2020

As indicated

1/21/2020 9:02:02 PM

C:\

Rev

it P

roje

cts\

2181

66_A

-Bas

e_C

D_e

.kla

tt@s2

arch

itect

ure.

com

.rv t


#1 Replacement


STREET


ML

GJO / EK

218166


A4.05

SCALE: 1 : 50A4.05

TEMP

North Elevation Panel Layout1

SCALE: 1 : 50A4.05

A2.11

East Elevation Panel Layout2




TENDER 22.01.2020


66688 7 7 7 7 7 7 8885555 5 7

4 4 4 4 4 4

292929 29

3 3 3 3 3 3 3

2828282828282626 26 26 26

1 1 1 44C

C C C C C C

CCCC

OPENING

± 1137

4 1 2 3 3

4656C

C


5

6

7

8

9

10

11

12

600mm x 2130mm

800mm x 2130mm

900mm x 2130mm

1220mm x 2130mm

600mm x 2385mm

800mm x 2385mm

900mm x 2385mm

1220mm x 2385mm

13

14

15

16

600mm x 2495mm

800mm x 2495mm

900mm x 2495mm

1220mm x 2495mm

18

19

20

21

600mm x 2535mm

800mm x 2535mm

900mm x 2535mm

1220mm x 2535mm

1

2

3

4

600mm x 1880mm

800mm x 1880mm

900mm x 1880mm

1220mm x 1880mm

17 400mm x 2535mm

22

23

24

25

600mm x 1730mm

800mm x 1730mm

900mm x 1730mm

1220mm x 1730mm

26

27

28

29

600mm x 1415mm

NOT USED

900mm x 1415mm

1220mm x 1415mm



30 600mm x 2290mm

31 900mm x 2290mm

32 1220mm x 2290mm


PROJECT INFORMATION

ISSUED DATE

SCALE

DATE

DRAWN BY

CHECKED BY

PROJECT NO.

DRAWING TITLE

DRAWING NO.







T 604.661.8806


2020

As indicated

1/21/2020 9:02:04 PM

C:\

Rev

it P

roje

cts\

2181

66_A

-Bas

e_C

D_e

.kla

tt@s2

arch

itect

ure.

com

.rv t


#1 Replacement


STREET


ML

GJO / EK

218166


A4.06

SCALE: 1 : 50A4.06

THIRD FLOOR NORTH ELEVATION PANEL LAYOUT1

SCALE: 1 : 50A4.06

Hose Tower Panel Layout2




TENDER 22.01.2020


A-218166_Nanaimo_Tender_2020-01-22A0.02 - GLAZING SCHEDULESA0.03 - BUILDING CODE ANALYSISA0.04 - BUILDING CODE ANALYSISA1.00 - SITE SURVEYA1.01 - OVERALL SITE PHASING PLAN & SITE INFOA1.02 - SITE DEMOLITION PLANA1.03 - NEW SITE CONSTRUCTION PLANA1.04 - SITE DETAILS, GENSET AND TEMPORARY ACOUSTIC BARRIERSA2.00 - OVERALL FLOOR PLANSA2.11 - MAIN FLOOR CONSTRUCTION PLANA2.12 - SECOND FLOOR CONSTRUCTION PLANA2.13 - THIRD FLOOR CONSTRUCTION PLANA2.14 - MAIN FLOOR SLAB PLAN & ROOF PLANA2.15 - CANOPY AND SOFFIT PLANA2.21 - ENLARGED WASHROOM PLANSA3.00 - OVERALL REFLECTED CEILING PLANSA3.01 - ENLARGED MAIN FLOOR REFLECTED CEILING PLANA3.02 - ENLARGED APP BAY REFLECTED CEILING PLANA3.03 - ENLARGED SECOND & THIRD FLOOR REFLECTED CEILING PLANSA4.01 - EXTERIOR ELEVATIONSA4.02 - EXTERIOR ELEVATIONSA4.03 - EXTERIOR ELEVATIONSA4.04 - EXTERIOR PANEL LAYOUTA4.05 - EXTERIOR PANEL LAYOUTA4.06 - EXTERIOR PANEL LAYOUTA5.01 - BUILDING SECTIONSA5.02 - WALL SECTIONSA5.11 - STAIR PLANSA5.12 - STAIR SECTIONSA5.13 - HOSE TOWER AND SECTIONSA5.14 - STAIR DETAILSA6.01 - PLAN DETAILSA6.02 - PLAN DETAILSA6.11 - SECTION DETAILSA6.12 - SECTION DETAILSA6.13 - SECTION DETAILSA6.14 - SECTION DETAILSA6.15 - CANOPY DETAILSA6.20 - CEILING DETAILSA7.01 - FINISHES PLAN MAIN FLOOR, NORTHA7.02 - FINISHES PLAN MAIN FLOOR, SOUTHA7.03 - FINISHES PLAN SECOND FLOORA7.04 - FINISHES PLAN THIRD FLOORA8.01 - OVERALL FF&E PLANSA8.02 - ENLARGED MAIN FLOOR FF&E PLANSA8.03 - ENLARGED SECOND FLOOR FF&E PLANSA8.04 - ENLARGED THIRD FLOOR FF&E PLANSA9.01 - INTERIOR ELEVATIONS - MAIN LEVELA9.02 - INTERIOR ELEVATIONS - MAIN LEVELA9.03 - INTERIOR ELEVATIONS - SECOND & THIRD LEVELSA10.01 - MILLWORK TYPICAL SECTION DETAILSA10.02 - MILLWORK TYPICAL SECTION DETAILSA10.03 - MILLWORK & FINISH DETAILS

S-218166_Nanaimo_Tender_2020-01-22S-001 - GENERAL NOTES AND TYPICAL DETAILSS-002 - GENERAL NOTES AND TYPICAL DETAILSS-003 - GENERAL NOTES AND TYPICAL DETAILSS-004 - GENERAL NOTES AND TYPICAL DETAILSS-005 - GENERAL NOTES AND TYPICAL DETAILSS-101 - FOUNDATION PLANS-102 - SECOND AND THIRD FLOOR FRAMING PLANSS-103 - ROOF FRAMING PLANS-301 - FRAMING ELEVATIONSS-302 - FRAMING ELEVATIONSS-401 - FOUNDATION SECTIONS AND DETAILSS-501 - SECTIONS AND DETAILSS-502 - SECTIONS AND DETAILS

M-218166_Nanaimo_Tender_2020-01-22Sheets and ViewsM0.00

Sheets and ViewsM0.01

SheetsM1.00 - Plumbing Plan Below GradeM1.01 - Plumbing Plan Level 1M1.02 - Plumbing Plan Level 2M1.03 - Plumbing Plan Level 3M1.04 - Plumbing and HVAC Roof PlanM2.00 - HVAC Plan Level 1M2.01 - HVAC Plan Level 2M2.02 - HVAC Plan Level 3M3.00 - HVAC Piping Plan Level 1M3.01 - HVAC Piping Plan Level 2M3.02 - HVAC Piping Plan Level 3M4.00 - Fire Protection Plan Level 1M4.01 - Fire Protection Plan Level 2M4.02 - Fire Protection Plan Level 3

Sheets and ViewsM5.01 Schematics 2 of 2-M5.00

Sheets and ViewsM5.01 Schematics 2 of 2-M5.01

Sheets and ViewsM6.01 Details 2 of 2-M6.00

Sheets and ViewsM6.01 Details 2 of 2-M6.01

Sheets and ViewsM7.00

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E-218166_Nanaimo_Tender_2020-01-22C-218166_Nanaimo_Tender_2020-01-22C1.00 Cover SheetC1.01 General NotesC1.02 Phasing PlanC2.01 Key PlanC2.02 Grading PlanC2.03 Onsite Storm and WaterworksC2.04 DetailsC2.05 Onsite Stormwater Management PlanC3.01 Roadworks Lubbock SquareC3.02 Offsite Storm and Sanitary SewerC3.03 Offsite WaterworksC3.04 Lubbock Square Cross SectionsC3.05 Offsite Stormwater Control Plan - Pre DevelopmentC3.06 Offsite Stormwater Control Plan - Post DevelopmentC3.07 Erosion and Sediment Control DetailsC3.08 Erosion and Sediment Control Plan - Stage 1C3.09 Erosion and Sediment Control Plan - Stage 2C3.10 Erosion and Sediment Control Plan - Stage 3C3.11 Erosion and Sediment Control Plan - Stage 4 & 5

L-218166_Nanaimo_Tender_2020-01-22L1.01-Landscape PlanViewport-20Viewport-24

L2.01-Grading and IrrigationViewport-28Viewport-26

L2.02-Landscape DetailsViewport-33Viewport-21CIP Concrete Paving-2Viewport-25Viewport-194/L2.02Gravel Maintenance Edge-2Concrete Edge Restraint8/L2.0217/L2.05Viewport-30

L2.03-Landscape SectionsRain garden adjacent to concrete edge-2Section through Rain Garden at Prop line

L3.01 -Planting PlanViewport-35Viewport-36

F-218166_Nanaimo_Tender_2020-01-22Sheets and Views49-198-F1.0049-198-F2.0049-198-F3.00

Sheets and ViewsSheets and Views

SF-218166_Nanaimo_Tender_2020-01-143349E1.pdfSheets and Views3349E-E1

Sheets and ViewsSheets and ViewsSheets and ViewsSheets and Views

3349E1.pdf3349E1.pdf3349E1.pdf3349E1.pdf