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
