precast wall panels

7/28/2019 Precast Wall Panels

1/9

Structural wall panel

Architectural wall panel

Cladding wall panel

Sandwich wall panel

Wall Panels


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Assorted styles and

colours

Reveals and other patterns

Painted finish

Bolted, welded and knife

connections available

Wall Panels


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Wall Panel Sections

STRAND DESIGN AS REQD

MAX= 13-01/2 X 1/2 CHAMFER

(EXTERIOR ONLY)

MIN.

90


INSULATION

MAX= 13-0

1/2 X 1/2 CHAMFER(EXTERIOR ONLY)

VARIES


INSULATION

MAX= 13-01/2 X 1/2 CHAMFER

(EXTERIOR ONLY)

VARIES

Solid Cladding Panel

Insul. Cladding/Structural Panel

Insulated Ribbed Panel


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Bracing support during installation

Wall Panel Connection Details

PRECAST PANEL

T/O WALL PANELS

HEAVY DUTY REGULAR

PIPE BRACING

C.I.P. CONTINUOUS

CONCRETE BLOCK

BY OTHERS

T/O FOOTING

Structural Notes

Design wind loads - 1.2kPa (25PSF) Install braces at 1220 (4-0) nominal spacing, at panels supported by knife connections

the braces can be added to the supporting panels.

Cast in place concrete to be minimum 30 MPa Braces to be anchored using 5 long 5/8 HILTI HUS-H screw anchor or approved equivalent

installed in accordance with manufacturers recommendations Screw anchors to have minimum 3 embedment in wall panels

Screw anchors to have minimum 4 embedment in cast in place concrete


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WL01 WL02Bottom connection cast in plate Bottom connection dowel connection

WL03 WL04Bottom connection cast in plate Deck bearing back to back connection

WL05 WL06Lateral connection T/O panel Deck bearing / Beam connection

INSULATED WALL PANEL

DOWEL DRILLED ANDEPOXIED INTO PANEL

PLATE CAST IN PANEL

DESIGN WILL VARY

SCREWED ANCHOR OR

EQUIVALENT CONNECTION

PLASTIC SHIMS AND

CONT. CAULKING ROD

BOTH SIDES

POURED REINF. CONC.

FOOTING/FOUNDATION WALL

BY OTHERS

INSULATED WALL PANELCOIL LOOP INSERT

DOWEL 2/PANEL U.N.O.

DP. HOLE DRILLED ON SITE

PLASTIC SHIMS AND

CONT. CAULKING, BACKER

ROD BOTH SIDES

POURED REINF. CONC.


BY OTHERS

CAST IN PLATE FOR

STRUCTURAL CONNECTION

PERCAST WALL PANEL

DRYPACKS

VOID SOLID

SCREWED ANCHOR OR

EQUIVALENT CONNECTION

PLASTIC SHIMS AND

CONT. CAULKING ROD

BOTH SIDES

POURED REINF. CONC.


BY OTHERS

METAL DECK ROOF

CAST IN PLATE FOR


STRUCTURAL BEAM

KEEP INSUL. BACK

@ STEEL ELEV.

STEEL STRUCTURE

BY OTHERS

CONT. ANGLE WELDED

TO TOP OF STEEL

SPACER PLATES, COIL

LOOP, WASHERS &

SLOTTED PLATECAP FLASHING

BY OTHERS

INSULATED WALL

PANEL

CAP FLASHING

BY OTHERS

METAL DECK ROOF

STRUCTURAL BEAM

CAST IN PLATE FOR




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WL07 WL08Exterior 90 corner connection Exterior 90 corner connection

WL09 WL10Intersecting 90 corner connection Exterior 90 corner connection

WL11 WL12Panel to panel connection Panel to panel vertical

COIL LOOP INSERT,WASHERS, BOLTS AND

SLOTTED PLATE

REMOVE INSUL. @

INSERT LOCATIONSINSULATED WALL PANEL


CONT. CAULKING AND

BACKER ROD BOTH SIDES

INSULATED

WALL PANEL

CAST IN PLATECAST IN PLATE

L-100x100x12x100LG

ANGLE


ROD BOTH SIDES

INSULATED

WALL PANEL

CONT. CAULKING AND

BACKER ROD BOTH SIDES

COIL LOOP INSERT, WASHERS,

BOLTS AND SLOTTED PLATE

REMOVE INSUL. @

PLATE LOCATION

CAST IN PLATE

L-100x100x12x100LG

ANGLEINSULATED

WALL PANEL

CAST IN PLATE

COIL LOOP INSERT

BAR W/2 LG. THREAD

ONE END

13mm RECESS


ROD BOTH SIDES



CONT. CAULKING, BACKERROD BOTH SIDES

REMOVE INSUL. @

INSERT LOCATIONS



WALL PANEL

13mm CHAMFER

13mm CHAMFER

WALL PANEL


ROD BOTH SIDES


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WL13 WL14Panel edge @ head of man door (top view) Panel edge @ head of man door (side view)

WL15 WL16Panel edge @ window sill on exterior panels Door jam @ O.H. door #1

WL17 WL18Door jam @ O.H. door #2 Panel to column connection

INSULATED

WALL PANEL

13mm WIDE DRIP

MANDOOR

JOINT TREATMENTBY OTHERS

KEEP INSUL. BACKFROM PANEL EDGE

G.C. NOTE:ALL FLASHING @MAN DOORS(NOT BY STUBBES)

DOOR AND FRAMEBY OTHERS

KEEP INSUL. BACKFROM PANEL EDGE


13 x13 CHAMFER MAN DOOR

CONNECTION OF DOORTO PANEL BY OTHERS

G.C. NOTE:ALL FLASHING @ MAN DOORS(NOT BY STUBBES)

13x13 CHAMFER

KEEP INSUL. BACK

FROM PANEL EDGE

WINDOW, FRAME AND

CAULKING BY OTHERS


KEEP INSUL. BACK

FROM PANEL EDGE

INSULATED

WALL PANEL

CAST IN PLATE

CAST

IN PLATE

O.H. DOOR

BY OTHERS

OH DOOR

ELEVATION 1

CONNECTION OF BENT

PLATE TO PANEL PLATE

BY OTHERS

O.H. DOOR AND TRACK

SUPPLIED CONNECTION

DESIGN BY OTHERS

INSULATEDWALL PANEL

CAST IN PLATE

CAST IN

PLATE

ELEVATION 2GARAGE

DOOR

OPENING

STRUCTURAL COLUMN

CONNECTION OFWINDOWS / DOOR TOPANEL BY OTHERS

SLOTTED ANGLEBY OTHERS

THREADED ROD

PLASTIC SHIMS

WINDOW, FRAME ANDCAULKING BY OTHERS

PRECASTWALL PANEL

HALFEN ANCHOR(VERTICAL)


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WL19 WL20Knife connection to beam Knife connection to ADJACENT PANEL

WL21 WL22Laterial connection @ hung panel Reveal locations and profile

WL23 WL24Scupper detail #1 Scupper detail #2

KNIFE PLATE CAST

INTO PANEL

KNIFE PLATE CAST

INTO PANEL

STEEL BEAM

PRECAST

WALL PANEL

STEEL BEAM

PRECAST

WALL PANEL

KNIFE PLATE

CAST INTO

PANEL

KNIFE PLATE

CAST INTO

PANEL

BEARING ANGLE

BEARING

ANGLE

ENSURE ALL KNIFES ARE

SHIMMED AND DRYPACKED

W/NON SHRINK GROUT

PRECAST

WALL PANEL

PRECAST

WALL PANEL

SPACER PLATES, COIL

LOOP, WASHERS AND

SLOTTED PLATE

CONT. ANGLE WELDED

TO TOP OF STEEL

STEEL BEAM

PRECAST

WALL PANEL

PRECAST REVEAL

SIZE AND DESIGN

VARIES PER CONTACT

VARIES

VARIES

VARIES

CAP FLASHING

BY OTHERS

METAL DECK ROOF

STEEL STRUCTURE

BY OTHERS

SCUPPER

INSULATED

WALL PANEL

CAP FLASHING

BY OTHERS


CAST IN PLATE FOR


SCUPPER

METAL DECK ROOF


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1. General:a. Included:

i. Precast Wall Panels

1. Architectural & Structural Panels.2. Sandwich & Cladding styles.ii. Structural connections.iii. Backer rod and caulking of panel joints.

2. Reference Material:a. CSA A23.4-09: Precast Concrete Material & Construction.b. Precast Concrete Institute (PCI): Manual on Design of Connections for Precast.c. Precast Concrete Institute (PCI): Design Handbook Precast & Prestressed Concrete.

3. Shop Drawings:a. Approval drawings will require a review by the Contractor & Design Firms under contract of each project.

Discrepancies, questions & verification of design is required and returned in writing prior to commencement ofproduction.

b. Production drawings will bear a signed and sealed Engineer stamp, slab locations, identification marks, connectiondetails, dimensions, openings larger than 6 in size, loadings and other relative information.

4. Quality Assurance:a. Conformity to PCI manual on design of connection for Precast Prestressed Concrete,

PCI Design Handbook Precast & Prestressed Concrete, CSA A23.4.

5. Accessories:a. Shim pads: Plastic or steel to assist transfer of loads.b. Cast in inserts / plates or similar relevant to remainder of structure.c. Connections (i.e. knife, bolted, welded) between panel units.

6. Finishes:a. Steel form.b. Troweled.

c. Sandblast.d. Ribbed pattern.e. Painted (with sand additive option).f. Exposed aggregate (vary with availability contact Stubbes for current options).g. Colours (vary with availability contact Stubbes for current options).

7. Installation:a. Install panels with corresponding identification mark as indicated on production / shop drawing.b. Ensure connections provided as detailed on production / shop drawing.c. Backer rod and caulking of joints between precast panels and foundation.

8. Excluded items related to precast and installation:a. Drypacking / infill of gap between precast and structure.b. Perimeter caulking between precast and structure (other than foundation).c. Winter heat / protection from weather conditions.d. Site / field dimensions (Contractor and Project Designers responsible to provide information during

shop drawing approval).

Wall Panel Specifcations

precast wall panels

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