cree nation government - daycare … · quebec building code ... 4- the contractor must refer to...

640, 3e Avenue, Bureau 205Val-d'Or (Québec) J9P 1S5819 825-4630 trame.qc.ca

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QUEBEC BUILDING CODEFinal product must comply with the requirements of the Quebec BuildingCode (latest edition).

COPYRIGHTThe architect and landscape architect hold a copyright for them on the projectas designed and also on the drawings prepared for them. The plans, sketches,drawings and other graphic representations, including all documents inelectronic form, cannot be used, reproduced or altered without their consent.

Costumer

FOR TENDER

DO NOT USE THIS PLANS FOR CONSTRUCTION

1, Kanawhymigoo RoadWemindji

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CREE NATION GOVERNMENT- DAYCARE RENOVATIONS -WEMINDJI F1

2018-02-12

2018-02-12

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2018-01-092018-02-15

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FOR COMMENTSFOR TENDER

FRONT PAGE

2018-02-15

N. Pineault, Arch.

LIST OF ARCHITECTURE PLANS# NAME OF THE SHEET

SECTION 11.0 FRONT PAGESECTION 22.0 SITE KEY PLANSECTION 33.0 GROUND FLOOR - KEY PLANSECTION 44.0 ROOF PLAN4.1 ROOF DETAILSSECTION 55.0 SHED ELEVATIONSSECTION 6 TO 8- N/ASECTION 99.0 STAIR ENLARGED PLAN AND SECTIONSNUMBER OF SHEET: 8

CREE NATION GOVERNMENT - DAYCARE RENOVATION -WEMINDJI F1

7

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SHED

DAYCARE

EXISTING WOODEN BALCONYRAMP AND STAIRS TO DEMOLISH

SEE SECTION 5

LEGEND:

EXISTING SAND TO KEEP

EXISTING WOOD DECKINGTO KEEP

EXISTING FENCE TO KEEP


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DATEDESCRIPTION

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Project title

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Drawn by :

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Scale :

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GENERAL NOTES :



Customer

1- DIMENSIONS WRITTEN ON THIS PLAN ARE FOR INDICATION ONLY. CONTRACTOR SHALL VERIFY THEM ON SITE BEFORE THE EXECUTION OF WORKS AND TAKE REPONSABILITY OF THEM.2- NO DIMENSIONS SHALL BE TAKEN TO SCALE ON THIS PLAN.3- ALL OF THE DEMOLITION WORKS AND/OR REFURBISHMENT MUST BE EXECUTED IN COORDINATION WITH THE OWNER AND/OR THE OWNER REPRESENTATIVE.4- THE CONTRACTOR MUST REFER TO THE ENGINEER PLANS TO KNOW THE EXACT SCOPE OF THE DEMOLITION AND/OR THE PROPOSED WORKS.5- THE CONTRACTOR MUST REALIZE ALL OF THE REQUIRED HOLES AND NECESSARY DEMOLITION WORKS TO PASS DIFFERENT DUCT INSTALLATIONSAND/OR MECHANICAL, ELECTRICAL AND PLUMBLING EQUIPMENTS (COORDONATE WORKS TO ENGINEER'S PLANS AND THIS IN WALLS, FLOORS AND/OR ROOFS).6- THE CONTRACTOR MUST COORDONATE THE INSTALLATION OF ALL EQUIPMENTS OR ACCESSORIES PROVIDED BY THE OWNER BEFORE THE CONSTRUCTION.7- PROVIDE ALL OF THE RECOVERY WORKS AND RESTORING OF EXISTING FINISH (WALLS, FLOORS, CEILINGS AND ROOFS) TO KEEP AFTER THE DEMOLITION WORKS, REFURBISHMENT WORKS AND REQUIRED HOLES ARE DONE WHETHER THER ARE ON ARCHITECTURE PLANS AND/OR ENGINEER'S PLANS.8- FOR THE QUANTITY, TYPE AND EXACT LOCATION OF EVERY LIGHT FIXTURES AND MECHANICAL DEVICES, REFER TO THE ENGINEERING PLANS.9- FOLLOW MANUFACTURER'S INSTRUCTIONS FOR THE INSTALLATION AND STORAGE REQUIREMENTS TO ENSURE THE APPLICATION OF THE WARANTY.

FOR TENDER



1/16" = 1'-0"

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SITE KEY PLAN

2018-02-15

N. Pineault, Arch.

Échelle: 1/16" = 1'-0"SITE KEY PLAN

HAUT

114 115 101A

101

103

104

105

107

106

108

123

109

110

112

113

116

117

121

119118

122

124

102

120

101B

19.0

125

A HOLE MUST BE DRILLED IN THE WOOD DECKFOR THE NEW DOWN SPOUT. EDGE OF THEHOLE MUST BE AT LEAST 3" AWAY FROM THE WALLTO CLEAR THE TREATED WOOD STRUCTURE FIXEDON THE EXISTING BUILDING

HORIZONTAL DOWNSPOUTUNDER THE WOOD DECKTO CARRY OFF RAIN WATERAWAY FROM THE DECK

~16'

-4"

EXISTING WALL TO KEEP

IDENTIFICATION OF EXISTINGDOOR TO KEEP

LEGEND:

IDENTIFICATION OF EXISTINGWINDOW TO KEEP


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Sheet name

Drawn by :

Verified by :

Scale :

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GENERAL NOTES :



Customer


FOR TENDER


SPECIFIC NOTES :1- UNLESS OTHERWISE MENTIONNED THE EXISTING PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENTS ARE TO KEEP.2- UNLESS OTHERWISE MENTIONNED, THE EXISTING BUILT- IN FURNITURE ARE TO KEEP.3- FORESEE THE INSTALLATION OF ADDITIONNAL ELECTRICAL OUTLETS WHEN NEWS EQUIPMENTS ARE PLAN.


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GROUND FLOOR - KEY PLAN

2018-02-15

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Échelle: 3/32" = 1'-0"GROUND FLOOR - KEY PLAN

ROOM LIST

# NAME

101 GYM101A STORAGE101B STORAGE102 STORAGE103 W.C.104 JANITOR105 STORAGE105 ELECTRICAL ROOM106 W.C.106a W.C.107 PLAYROOM108 PLAYROOM109 PLAYROOM110 PLAYROOM111 PLAYROOM112 KITCHEN113 INFANT PLAYROOM114 NAP ROOM115 NAP ROOM116 W.C.117 STORAGE118 COORDINATOR OFFICE119 MANAGER OFFICE120 LAUNDRY ROOM121 STAFF ROOM122 CIRCULATION123 CUBBIES124 ENTRANCE125 COLD PORCH

EXISTING VENT TOCONSERVE. INSTALL ADEKTITE TO SEAL

EXISTING VENT TO CONSERVE.INSTALL A DEKTITE TO SEAL

EXISTING GOOSENECK.INSTALL DEKTITE TO SEAL

EXISTING VENT TO CONSERVE.INSTALL A DEKTITE TO SEAL

EXISTING ELECTRICAT MATTO CONSERVE. INSTALL ADEKTITE TO SEAL

EXISTING MECHANICAL EQUIPMENTTO KEEP. ENSURE THE SEALING

AROUND THE EQUIPMENT

39' - 1" 39' - 1"

10' - 6"

10'-

2"15

'-10

"8'

-71/

2"15

'-10

"12

'-3"

15' - 5"

15' - 5 1/2"

14' - 1 1/2"

9'-2

"

18' - 10"

15' - 10"

4'-6

"

14' - 1 1/2"

15' -

5 1/2"

15' -

5"

7'-1

0"

54'-

11"

8'-0

"

4' - 6"

74.1

64.1

64.1

24.1

44.1

34.1

54.1

NEW GUTTERS

NEW GUTTERS

NEW GUTTERS

NEW GUTTERS

NEW GUTTER

NEW GUTTERS

NEW GUTTERS

NEW GUTTERS

3:12 4:12

8:12

8:12

8:12

8:12

2:12

2:12

6:12 6:12

4:12

4:12

4:12

4:12

4:12

4:12

4:12

NEW DOWNSPOUT

NEW DOWNSPOUT

NEW DOWNSPOUT

NEW DOWNSPOUT

NEW DOWNSPOUT

NEW DOWNSPOUT

NEW DOWNSPOUT

NEW DOWNSPOUT

LEGEND:METAL ROOFING, MODEL: HERITAGE 16",26ga, BY IDEAL ROOFINGCOLOR: CHARCOAL, QC8306

METAL RIDGE, SAME COLOUR AS THEMETAL ROOFING

ICE BREAKER, MODEL: IDEAL GUARD BYIDEAL ROOFING, SAME COLOUR AS THEMETAL ROOFING

NEW ATTIC AIR, 24ga., MODEL VMAX301-12 BY MAXIMUM , COLOR: QC8306.CUT REQUIRED HOLE IN THE EXISTINGPLYWOODEXISTING ATTIC VENTILATION TO CANCEL.REMOVE EQUIPMENT AND CLOSEOPENING WITH A NEW 5/8" PLYWOOD.

NEW GUTTER AND DOWNSPOUT


inch11 0

DATEDESCRIPTION

File :

cm 23

REVISION

Project title

Seal

Date

Date

Sheet

Consultant

Designer :

Project manager :

Sheet name

Drawn by :

Verified by :

Scale :

impr

imé

le:

,for

mat

:A2,

GENERAL NOTES :



Costumer

1- DIMENSIONS WRITTEN ON THIS PLAN ARE FOR INDICATION ONLY. CONTRACTOR SHALL VERIFY THEM ON SITE BEFORE THE EXECUTION OF WORKS AND TAKE REPONSABILITY OF THEM.2- NO DIMENSIONS SHALL BE TAKEN TO SCALE ON THIS PLAN.3- ALL OF THE DEMOLITION WORKS AND/OR REFURBISHMENT MUST BE EXECUTED IN COORDINATION WITH THE OWNER AND/OR THE OWNER REPRESENTATIVE.4- THE CONTRACTOR MUST REFER TO THE ENGINEER PLANS TO KNOW THE EXACT SCOPE OF THE DEMOLITION AND/OR THE PROPOSED WORKS.5- THE CONTRACTOR MUST REALIZE ALL OF THE REQUIRED HOLES AND NECESSARY DEMOLITION WORKS TO PASS DIFFERENT DUCT INSTALLATIONS AND/OR MECHANICAL, ELECTRICAL AND PLUMBLING EQUIPMENTS (COORDONATE WORKS TO ENGINEER'S PLANS AND THIS IN WALLS, FLOORS AND/OR ROOFS).6- THE CONTRACTOR MUST COORDONATE THE INSTALLATION OF ALL EQUIPMENTS OR ACCESSORIES PROVIDED BY THE OWNER BEFORE THE CONSTRUCTION.7- PROVIDE ALL OF THE RECOVERY WORKS AND RESTORING OF EXISTING FINISH (WALLS, FLOORS, CEILINGS AND ROOFS) TO KEEP AFTER THE DEMOLITION WORKS, REFURBISHMENT WORKS AND REQUIRED HOLES ARE DONE WHETHER THER ARE ON ARCHITECTURE PLANS AND/OR ENGINEER'S PLANS.8- FOR THE QUANTITY, TYPE AND EXACT LOCATION OF EVERY LIGHT FIXTURES AND MECHANICAL DEVICES, REFER TO THE ENGINEERING PLANS.9- FOLLOW MANUFACTURER'S INSTRUCTIONS FOR THE INSTALLATION AND STORAGE REQUIREMENTS TO ENSURE THE APPLICATION OF THE WARANTY.

FOR TENDER



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2018-01-092018-02-15

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ROOF PLAN

2018-02-15

N. Pineault, Arch.

Échelle: 1/8" = 1'-0"ROOF PLAN

WORKS DESCRIPTION SUMMARY1- REMOVE ALL THE SHINGLES, THE MEMBRANES AND THE EXISTING ATTIC VENTILATION

2- VERIFY THE PLYWOOD CONDITION AND ADVISE THE ARCHITECT OF ANY DEFICIENCES

3- INSTALL A NEW WATERPROOF SELF-ADHESIVE MEMBRANE ON ALL THE SURFACE OF THE ROOF.

4- INSTALL THE NEW GUTTER AND NEW 8'-0" HIGH DOWNSPOUTS.

5- INSTALL A NEW METAL ROOFING WITH ALL THE FLASHING REQUIRED. (SEE DETAILS)

6- INSTALL NEW ATTIC AIR (SEE DETAIL)

- EXISTING WOOD STRUCTURE- EXISTING PLYWOOD- NEW WATERPROOF MEMBRANE- NEW METAL ROOFING

R-1

2"X10" WOOD BLOCKING

#14X2" SCREWS METAL-WOOD WITHWASHERS BY MANUFACTURER

INSTALL SCEALLANT BETWEENTHE BASE OF THE IDEAL GUARDAND THE METAL ROOFING

IDEAL GUARD WITH 2HOLES EACH 2'-0" c/c

R-1

NEW GUTTER TO INSTALLCOLOUR: WHITE

NEW PREPAINTED STEELFLASHING, 24ga.COLOUR: WHITE

SELF-ADHESIVE MEMBRANETO SEAL THE FLASHING

NEW WATERPROOF MEMBRANE

NEW METAL ROOFING

RIDGE FIXED ON THE NEWMETAL ROOFINGCOLOUR: SAME AS THEMETAL ROOFING

11/

2"

1 1/2"2 1/2"

4"R-1

4"

6"

VALLEYS PREPAINTEDSTEEL MOULDING

CURVE THE END OF THEMETAL ROOFING TO CLIP IT

SEALING MEMBRANE

R-1

CAULKING ON THE PERIMETER

SELF-ADHESIVE MEMBRANEOVER STEEL FLASHING

STEEL FLASHING, 24ga.

2 RANKS OF BACKER CLOSEDCELL FOAM

TOP OF THE ROOF 6"m

in.

NEW ATTIC AIR

SELF-ADHESIVE MEMBRANEOVER STEEL FLASHING

PREPAINTED STEEL FLASHING,24ga. WITH HIDDEN CLIP

AUTO-ADHESIVE MEMBRANE

RE-INSTALL THE EXISTINGWOOD COATING

PREPAINTED STEEL FLASHING, 24ga.

EPDM SQUARE CLOSING


inch11 0

DATEDESCRIPTION

File :

cm 23

REVISION

Project title

Seal

Date

Date

Sheet

Consultant

Designer :

Project manager :

Sheet name

Drawn by :

Verified by :

Scale :

impr

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:A2,

GENERAL NOTES :



Costumer

1- DIMENSIONS WRITTEN ON THIS PLAN ARE FOR INDICATION ONLY. CONTRACTOR SHALL VERIFY THEM ON SITE BEFORE THE EXECUTION OF WORKS AND TAKE REPONSABILITY OF THEM.2- NO DIMENSIONS SHALL BE TAKEN TO SCALE ON THIS PLAN.3- ALL OF THE DEMOLITION WORKS AND/OR REFURBISHMENT MUST BE EXECUTED IN COORDINATION WITH THE OWNER AND/OR THE OWNER REPRESENTATIVE.4- THE CONTRACTOR MUST REFER TO THE ENGINEER PLANS TO KNOW THE EXACT SCOPE OF THE DEMOLITION AND/OR THE PROPOSED WORKS.5- THE CONTRACTOR MUST REALIZE ALL OF THE REQUIRED HOLES AND NECESSARY DEMOLITION WORKS TO PASS DIFFERENT DUCT INSTALLATIONS AND/OR MECHANICAL, ELECTRICAL AND PLUMBLING EQUIPMENTS (COORDONATE WORKS TO ENGINEER'S PLANS AND THIS IN WALLS, FLOORS AND/OR ROOFS).6- THE CONTRACTOR MUST COORDONATE THE INSTALLATION OF ALL EQUIPMENTS OR ACCESSORIES PROVIDED BY THE OWNER BEFORE THE CONSTRUCTION.7- PROVIDE ALL OF THE RECOVERY WORKS AND RESTORING OF EXISTING FINISH (WALLS, FLOORS, CEILINGS AND ROOFS) TO KEEP AFTER THE DEMOLITION WORKS, REFURBISHMENT WORKS AND REQUIRED HOLES ARE DONE WHETHER THER ARE ON ARCHITECTURE PLANS AND/OR ENGINEER'S PLANS.8- FOR THE QUANTITY, TYPE AND EXACT LOCATION OF EVERY LIGHT FIXTURES AND MECHANICAL DEVICES, REFER TO THE ENGINEERING PLANS.9- FOLLOW MANUFACTURER'S INSTRUCTIONS FOR THE INSTALLATION AND STORAGE REQUIREMENTS TO ENSURE THE APPLICATION OF THE WARANTY.

FOR TENDER



1" = 1'-0"

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2018-02-15

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ROOF DETAILS

2018-02-15

N. Pineault, Arch.

Échelle: 1" = 1'-0"TYPICAL ROOF COMPOSITION1 Échelle: 1" = 1'-0"

ICE BREAKER DETAIL2 Échelle: 1" = 1'-0"TYPICAL ROOF DETAIL3

Échelle: 1" = 1'-0"TYPICAL RIDGE DETAIL4 Échelle: 1" = 1'-0"

TYPICAL ROOF DETAIL5

Échelle: 1" = 1'-0"ATTIC AIR VENTILATION DETAIL7

Échelle: 1" = 1'-0"ROOF DETAIL6

EXISTING SHINGLES TO REMOVE

EXISTING CORNER MOULDING TO REMOVE


EXISTING CORNERMOULDING TO REMOVE

EXISTING WOOD DOOR TO REMOVE


EXISTING CORNERMOULDING TO REMOVE

NEW METALLIC ROOFING(SEE WALL SECTION)

NEW STEEL FASCIA(SEE WALL SECTION)

NEW WOOD PARTICLESIDING BY CANEXEL,MODEL: COVE,COLOR: BLUE(SEE WALL SECTION)

NEW CORNER MOULDING(SEE DETAIL)

NEW METAL RIDGE SAMECOLOR AS THE METAL ROOFING(SEE DETAIL 4, PAGE 4.1)

16' - 1"

8'-0

"

NEW WOOD PARTICLESIDING BY CANEXEL,MODEL: COVE,COLOR: BLUE(SEE WALL SECTION)


NEW STEEL FLASHING

NEW METALLIC ROOFING(SEE WALL SECTION)


NEW ICE BREAKER(SEE DETAIL 2, PAGE 4.1)

12' - 0 1/2"

8'-0

"

NEW WOOD DOORMOULDING (SEE DETAIL)


NEW STEEL FLASHING

NEW WOOD PARTICLESIDING BY CANEXEL,

MODEL: COVE,COLOR: BLUE

(SEE WALL SECTION) NEW METALLIC ROOFING(SEE WALL SECTION)



12' - 0 1/2"

8'-0

"

11'-

0"

REPLACE DOOR

REMOVE THEEXISTING OSB PANEL

REMOVE THEEXISTING ASPHALT

SHINGLES

EXISTING OSBTO REMOVE

NEW PERFORATEDALUMINUM SOFFIT

WITH ''J'' MOULDING,COLOR: WHITE

NEW ALUMINUMFASCIA,

COLOR: WHITE

NEW WATERPROOFMEMBRANE

NEW WATERPROOFMEMBRANE TO SEAL

THE STEEL FLASHING

- NEW METALLIC COATING- NEW WATERPROOF MEMBRANE

ON ALL THE ROOF- EXISTING OSB PANEL AND STRUCTURE

- NEW WOOD PARTICLESIDING BY CANEXEL

- NEW WOOD FURRING 1"X3" TO 16" c/c-WATERPROOF MEMBRANE

- EXISTING OSB PANEL AND STRUCTURE

STEEL FLASHING , 26ga.

WATERPROOF MEMBRANE TOSEAL THE STEEL FLASHING


CORNER MOULDING 3"X3" BYCANEXEL, SAME COLOR AS

THE WOOD SIDING

DOUBLE FURRING ON THECORNER TO FIXE THE SIDIND

AND THE MOULDING


inch11 0

DATEDESCRIPTION

File :

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REVISION

Project title

Seal

Date

Date

Sheet

Consultant

Designer :

Project manager :

Sheet name

Drawn by :

Verified by :

Scale :

impr

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mat

:A2,

GENERAL NOTES :



Customer


FOR TENDER



Comme indiqué

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SHED ELEVATIONS

2018-02-15

N. Pineault, Arch.

Échelle: 1/4" = 1'-0"SHED - EXISTING LATERALS ELEVATIONS1 Échelle: 1/4" = 1'-0"

SHED - EXISTING FRONT ELEVATION3Échelle: 1/4" = 1'-0"SHED - EXISTING REAR ELEVATION2

Échelle: 1/4" = 1'-0"SHED - REDESIGNED LATERALS ELEVATIONS4 Échelle: 1/4" = 1'-0"

SHED - REDESIGNED REAR ELEVATION5

Échelle: 1/4" = 1'-0"SHED - REDESIGNED FRONT ELEVATION6

Échelle: 3/4" = 1'-0"EXISTING WALL SECTION7 Échelle: 3/4" = 1'-0"

NEW WALL SECTION8Échelle: 3/4" = 1'-0"CORNER MOULDING DETAIL9

UP

2"X10" TO 16" c/cTREATED WOODSTRUCTURE

2"X6" TREATEDWOOD STRUCTURE

2"X6" TREATEDWOOD

2"X6" TREATED WOOD

1 1/2"X 1 1/2" TREATEDWOOD RAILING

4"X4" TREATED WOOD POST

2"X12" TREATED WOOD STEP

2"X12" TREATED WOODSTRINGER


1 1/2" TREATEDWOOD

4"x4" TREATED WOOD POST

CONCRETE BASE

NOTE:EACH GUARDRAILS, STAIRS ANDACCESS RAMP ELEMENTS WILL BESCREWED WITH ANTI-RUST SCREWS.EVERY APPARENT WOOD ELEMENTMUST BE TREATED WOOD.

NEW 5" CONCRETE SLAB5'-6" X 5'-0"

~97'-8"

TOP OF THE CONCRETE SLAB

99'-10"

TOP OF THE LANDING

FORESEE PAINTED WOODEN MESH ON EACHSIDE OF THE RAMP, LANDING AND STAIRS

2"X10" TO 16" c/c TREATEDWOOD STRUCTURE

2"X6" TREATED WOODSTRUCTURE

2"X10" TREATED WOODSTRUCTURE FIXED ON THELANDING STRUCTURE

4"x4" TREATED WOOD POSTCONCRETE BASE

2'-1

0"

NOTE:EACH GUARDRAILS, STAIRS ANDACCES RAMP ELEMENTS WILL BESCREWED WITH ANTI-RUST SCREWS.

2" x 10" TREATED WOODSTRUCTURE FIXED ON THEEXISTING BUILDING

3 ' - 6"

~98'-11 1/2"

TOP OF THE LANDING

99'-10"

TOP OF THE LANDING

FORESEE PAINTED WOODEN MESH ON EACH SIDE OF RAMPE LANDING AND STAIRS

SLO

PE

1:12

NEW 6" CONCRETE SLABWITH 15M @ 12" c/c REBAR

NEW EXTERIOR LANDING

SLOPE 1:12

29.0

NEW 6" CONCRETE SLABWITH 15M @ 12" c/c REBAR

99'-10"

~97'-8"

~97'-8"

5' - 0"

5'-0

"10

'-6"

17' - 6"

5' - 0"

5' - 0"

49.0

39.0

5'-6

"

4'-6

"

2' - 7" 11' - 5"

5'-1

"

3'-6

"

3'-9

"

2"X6" TREATED WOODSTRUCTURE

2"X6" TREATED WOOD

1 1/2"X 1 1/2" TREATED WOOD RAILING

4"x4" TREATED WOOD POSTCONCRETE BASE


2"X2" TREATED WOOD HANDRAILSCREWED ON THE HANDRAIL SUPPORT

GALVANIZED STEEL HANDRAILSUPPORT SCREWED ON THE1 1/2" RAILING TO 4'-0" c/c MAX.

NEW CONCRETE SLAB4'-6" X 6'-0" WITH A SLOPIN THE FIRST SECTION

~97'-8"

TOP OF THE CONCRETE SLAB

98'-11 1/2"

TOP OF THE LANDING

FORESEE PAINTED WOODEN MESH ON EACHSIDE OF THE RAMP, LANDING AND STAIRS

2%


inch11 0

DATEDESCRIPTION

File :

cm 23

REVISION

Project title

Seal

Date

Date

Sheet

Consultant

Designer :

Project manager :

Sheet name

Drawn by :

Verified by :

Scale :

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mat

:A2,

GENERAL NOTES :



Customer


FOR TENDER



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2018-02-12

2018-02-12

9.017-6578

N. Pineault, Arch.

S. Blais, T.P.

2018-01-092018-02-15

A0


STAIR ENLARGED PLAN ANDSECTIONS

2018-02-15

N. Pineault, Arch.

Échelle: 1/2" = 1'-0"EXTERIOR STAIRS SECTION2

Échelle: 1/2" = 1'-0"EXTERIOR ACCESS RAIL SECTION3

Échelle: 1/4" = 1'-0"ENLARGED PLAN - ENTRY1

Échelle: 1/2" = 1'-0"EXTERIOR ACCESS RAIL SECTION4

cree nation government - daycare … · quebec building code ... 4- the contractor must refer to...

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