R1

W2

F21

A-501

2

A-501

3

A-501

Joist beyond. Refer to Structural.

5

A-500

Similar

A

Mechanical duct. Refer to Mechanical.

4

A-301

R1

1

A-501

2

A-501U/S Beam/U/S Ceiling

103 950

T/O ConcreteUpstand

98 315

T/O Entry LandingConcrete

97 980

U/S Roof Deck104 355

T/O HorizontalCurtain Wall Mullion

Refer to Curtain Wall Schedulefor elevation

F1

Column beyond. Refer to Structural.

Curtain wall system. Refer to Curtain Wall Schedule.

Beam. Refer to Structural.

Similar

Similar

05

T/O Parapet104 9403

A-501

W1

T/O main LevelReading RoomConcrete Floor

100 000

5

A-500

Similar

Outrigger. Refer to Structural.

U/S Vestibule Ceiling100 730

T/O Vestibule Ceiling101 070

Similar

Vestibule Ceiling Assembly:

6mm galvanized steel plateSteel framing (Coordinate with Structural)38x140 joist at 400O/C19mm plywood sheathing19mm hardwood flooring

7

A-501

Concrete upstand. Coordinate with Structural.

R1

5

A-501

4

A-501

2

A-501

W1

A

6

A-501

F1

Similar

Wall Assembly above Canopy:

6mm galvanized plate cladding50mm vented cavity

76mm rigid insulationAir/vapour barrier membrane

16mm plywood sheathing92mm metal stud

HSS framing within stud13 GWB

Note: All electrical conduit,communications cables etc.,

required to service equipmentinstalled in the vestibule ceiling

must run in this wall. No surfacemounted conduit or cables

accepted.

Air curtain. Refer toReflected Ceiling Plan for

alignment. Coordinate withMechanical.

Slope top of rigid insulation towardsoutside face at 45 degrees to

facilitate cavity drainage

GWB finish continues 50mmminimum up beyond underside of

beamDashed line of intermittent

galvanized steel clip angles asrequired to support the galvanized

metal cladding off of the exteriorwall sheathing. Typical.

6mm thick galvanized steel platereturn beyond

8

A-600

8

A-600

4

A-600

4

A-600

6

A-600

6

A-600

Similar Similar

Automatic sliding door beyond

Automatic sliding door

A

Dashed line of intermittentgalvanized steel clip angles as

required to support the downspoutoff of the exterior wall sheathing.

Typical.

Continuous ledger angle. Refer toStructural.

Wall Assembly at Downspout:

6mm galvanized plate cladding50mm vented cavity

76mm rigid insulationAir/vapour barrier membrane

16mm plywood sheathing92mm metal stud

HSS framing within stud13 GWB

6mm galvanized plate lip for roofmembrane tie-in. Anchor to top of

stud wall below.

Continuous deck angle. Refer toStructural.

Wall Assembly at Downspout:

6mm galvanized plate downspout165mm vented cavity

102mm rigid insulationAir/vapour barrier membrane

Concrete wall

W1

5

A-500

600mm deep splash pad. Matchwidth of downspout above.

Construct splash pad out of 6mmgalvanized plate with sloped

bottom and a 200mm tall platesides to match downspout. Attachto foundation with galvanized HSS

post. Coordinate detail withContract Administrator and

Structural. 5050

Steel plate sides of downspoutalign with top and inside face of

parapet beyond on each side.

F2

Continuous galvanized metal grategravel stop. Coordinate detail with

Contract Administrator.

150x6mm galvanized plate closurespanning between sides of

downspout. Coordinate detail withContract Administrator.

102 thick rigid insulation atunderside of deck angle behind

rain water leader.

Cut rigid insulation to fit in studcavity. Foal seal voids.

6

A-600

6

A-600

Similar Similar

6mm galvanized plate returnbeyond

Similar

Drawing No.Scale

Drawn By Reviewed By

Date

Drawing

Project

Owner

Rev. No. Date Revision Notes

City of Winnipeg

This drawing must not be scaled. The contractors shall verify all dimensions and other data on site prior to commencement of work. Discrepancies, errors, and omissions are to be reported to Public City Architecture Inc. prior to proceeding with the Work.

Drawings and specifications as instruments of service are the property of Public City Architecture Inc.; the copyright in the same being reserved.

No reproduction or revision to these drawings may be made without the permission of Public City Architecture Inc., and when made, must bear their name. All prints to be returned to Public City Architecture Inc. upon request.

St. John’s Library Renovation

Wall Sections and Details

A-500MP PS

As Noted

2016.07.18Project No.1503b

T/O Vestibule Floor/T/O Finished Grade

97 980

W3

Dashed line of waterproofmembrane

Lap and seal air/vapour barriermembrane over top of water

proof membrane 150 minimum.

200

U/S Rated Non-Combustible Clad Wall Assembly/ T/O Foundation Wall Assembly

W1

Continuous sloped pressuretreated wood cant screwed to

face of insulation protectionboard

Flus

h

13mm thick glass fiber reinforcedconcrete panel complete with

25mm thick extruded rigidinsulation adhered to back face.Face fasten panel to horizontal

concrete wall behind withcountersunk flat head screws.

Screw heads to match colour ofpanel.

Pre-finished metal drip flashing.Colour by Contract Administrator.

Bug screen complete with weepholes by glass fibre reinforced

concrete panel supplier

300

6 max.

Lap and seal air/vapour barriermembrane minimum 150mm over

vertical leg of drip flashing.

Refer to 7/L-102 LimestoneSlabs

Dashed line of vertical girt beyond

Horizontal girt

01

Glass fiber reinforced concretepanel complete with back fastenedattachment to horizontal girt behind

13m

ax.

T/O Main FloorConcrete100 000

W5

Air/vapour barrier membrane iscontinuous over transition in wall

substrate.

W3

F2

Continuous deck angle. Refer to Structural.

Acoustic sealant

Hardwood base board. Refer to 5/A-301.

Continuous compressible firestop material at each flute of deck. Maintain rating of wall assembly.

T/O Concrete Wall99 900

Flus

h

GWB continuous past top of floor

Dashed line of vertical girt beyond

Horizontal girt

01

Pack each flute of deck with mineral wool insulation.

Glass fiber reinforced concretepanel complete with back fastenedattachment to horizontal girt behind

W5

U/S Roof Deck104 355

Lap and seal roof air/vapour barriermembrane 150mm minimum overwall air/vapour barrier membrane.

Compressible firestop material at each flute of deck. Maintain rating of wall assembly.

Flus

h

Flush

Sloped rigid roof insulationSee 8/A-500 for parapet assembly

Dashed line of stud beyond

Cut rigid insulation to fit between studs of parapet wall. Foam seal all voids.

38x140 base plate

Air/vapour barrier membrane continuous under base plate

Roof joist. Refer to Structural.

Prepare joint to ensure continuityand fire rating of wall assembly

Glass fiber reinforced concretepanel complete with back fastenedattachment to horizontal girt behind

Dashed line of vertical girt beyond

Horizontal girt

Factory finish all exposed edges ofGlass fiber reinforced panels.

Typical.

Deck angle with vertical leg down. Refer to Structural.

01

Reveal. Refer to ExteriorElevations for alignments and size.

Typical.

Continuous pre-finished metalreveal trim. Colour and finish of

trim by Contract Administrator.Typical at all horizontal and vertical

panel joints.

Pack each flute of deck with mineral wool insulation.

Parapet Assembly:13 glass fibre reinforced concrete panel

25 cavityHorizontal metal girts at 460O/C in cavity

102 mineral wool insulation board2 layers of metal girts at 610 O/C each way in insulation

Air/vapour barrier membrane16 Type “X” fibreglass faced GWB sheathing

38x140 wood stud at 405 O/CMineral wool batt in stud cavity

16 plywood sheathingRoof membrane

T/O Parapet104 840

Slope 2%

7538x140 cap plateslope top

Continuous pre-finished metal capflashing. Colour and finish by

Contract Administrator.

Seal roof membrane to undersideof plywood and lap to air/vapour

barrier 150mm.Continuous wood blocking to suit

Flus

h

Bug screen complete with ventholes by concrete panel supplier

19 plywood sheathing

Dashed line of vertical metal girtbeyond

Dashed line of air/vapour barriermembrane

Horizontal metal girt

EPDM plate bar anchor

Continuous pre-finished closurefastened to plywood sheathing and

blocking behind bug screen

20 m

ax.

13 m

ax

6 max.

Continuous 25mm tall reveal forventing of wall cavity

Detail Note:1. Mock-up required of parapet cap

Continuous cleat

See detail 7/A-500 for continuation

Wall Section - East Glazed Vestibule Wall1:20

1

A-500Wall Section - South Glazed Wall at Entry Door1:20

2

A-500Section Detail - Termination of EIFS at Top of Concrete Faced Insulation1:5

5

A-500

Section Detail - Rated Foundation Wall and Rated Main Floor Wall Meeting at Main Floor1:5

6

A-500

Section Detail - Rated Main Floor Wall Abuting underside of Roof Deck1:5

7

A-500Section Detail - Parapet Cap at Concrete Panel Finished Perapet above Rated Wall on Grid 011:2

8

A-500

Similar. Refer to 5/A-500.

Chamfer edge ofconcrete upstand

6mm. Typical.

W6

T/O Concrete Upstand98 315

Metal GWBreveal trim

Refer to 7/L-102 Limestone Slabs.

T/O Vestibule Floor/T/O Finished Grade

97 980

200

F1

04

Similar

13mm reveal

Section Detail - 1:5

9

A-500

Wall Section - Downspout1:20

4

A-500Wall Section - South Wall at Glazing1:20

3

A-500

1. 2017.05.02 Issued for Construction

2017.05.02