wall panels - stubbe's precast€¢ screw anchors to have minimum 3” embedment in wall panels...

• Structural wall panel

• Architectural wall panel

• Cladding wall panel

• Sandwich wall panel

Wall Panels

• Assorted styles and colours

• Reveals and other patterns

• Painted finish

• Bolted, welded and knife connections available

Wall Panels

Wall Panel Sections

STRAND DESIGN AS REQ’D

MAX= 13’-0’1/2” X 1/2” CHAMFER(EXTERIOR ONLY)

MIN

. 90

STRAND DESIGN AS REQ’DINSULATION

MAX= 13’-0’1/2” X 1/2” CHAMFER

(EXTERIOR ONLY)

VARI

ES

STRAND DESIGN AS REQ’DINSULATION

MAX= 13’-0’1/2” X 1/2” CHAMFER

(EXTERIOR ONLY)

VARI

ES

Solid Cladding Panel

Insul. Cladding/Structural Panel

Insulated Ribbed Panel

Bracing support during installation

Wall Panel Connection Details

PRECAST PANEL

T/O WALL PANELS

HEAVY DUTY REGULARPIPE BRACING

C.I.P. CONTINUOUSCONCRETE BLOCKBY 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


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 PANELDESIGN WILL VARY

SCREWED ANCHOR OREQUIVALENT CONNECTION

PLASTIC SHIMS ANDCONT. 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 ANDCONT. CAULKING, BACKER

ROD BOTH SIDES

POURED REINF. CONC.FOOTING/FOUNDATION WALL

BY OTHERS

CAST IN PLATE FORSTRUCTURAL CONNECTION

PERCAST WALL PANEL

DRYPACKSVOID SOLID

SCREWED ANCHOR OREQUIVALENT CONNECTION

PLASTIC SHIMS ANDCONT. CAULKING ROD

BOTH SIDES

POURED REINF. CONC.FOOTING/FOUNDATION WALLBY OTHERS

METAL DECK ROOF


STRUCTURAL BEAM

KEEP INSUL. BACK@ STEEL ELEV.

STEEL STRUCTUREBY OTHERS

CONT. ANGLE WELDEDTO TOP OF STEEL

SPACER PLATES, COILLOOP, WASHERS &SLOTTED PLATECAP FLASHING

BY OTHERS

INSULATED WALLPANEL

CAP FLASHINGBY OTHERS

METAL DECK ROOF

STRUCTURAL BEAM


INSULATED WALL PANEL


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 ANDSLOTTED PLATE

REMOVE INSUL. @INSERT LOCATIONSINSULATED WALL PANEL


CONT. CAULKING ANDBACKER ROD BOTH SIDES

INSULATEDWALL PANEL

CAST IN PLATECAST IN PLATE

L-100x100x12x100LGANGLE

CONT. CAULKING, BACKERROD BOTH SIDES

INSULATEDWALL PANEL

CONT. CAULKING ANDBACKER ROD BOTH SIDES

COIL LOOP INSERT, WASHERS, BOLTS AND SLOTTED PLATE

REMOVE INSUL. @PLATE LOCATION

CAST IN PLATE

L-100x100x12x100LGANGLE

INSULATEDWALL PANEL

CAST IN PLATE

COIL LOOP INSERT

BAR W/2” LG. THREADONE END

13mm RECESS


COIL LOOP INSERT, WASHERS, BOLTS AND SLOTTED PLATE


REMOVE INSUL. @INSERT LOCATIONS

COIL LOOP INSERT, WASHERS,BOLTS AND SLOTTED PLATE

WALL PANEL

13mm CHAMFER13mm CHAMFER

WALL PANELCONT. CAULKING, BACKERROD BOTH SIDES


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

INSULATEDWALL PANEL

13mm WIDE DRIP

MAN

DOO

R

JOINT TREATMENTBY OTHERS

KEEP INSUL. BACKFROM PANEL EDGE

G.C. NOTE:ALL FLASHING @MAN DOORS(NOT BY STUBBE’S)

DOOR AND FRAMEBY OTHERS



13 x13 CHAMFER MAN DOOR

CONNECTION OF DOORTO PANEL BY OTHERS

G.C. NOTE:ALL FLASHING @ MAN DOORS(NOT BY STUBBE’S)

13x13 CHAMFER


WINDOW, FRAME ANDCAULKING BY OTHERS



INSULATEDWALL PANEL

CAST IN PLATE

CASTIN PLATE

O.H. DOORBY OTHERS

OH DOOR

ELEVATION 1

CONNECTION OF BENTPLATE TO PANEL PLATEBY OTHERS

O.H. DOOR AND TRACK SUPPLIED CONNECTION DESIGN BY OTHERS

INSULATEDWALL PANEL

CAST IN PLATE

CAST INPLATE

ELEVATION 2

GARA

GEDO

OROP

ENIN

G

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)


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 CASTINTO PANEL

KNIFE PLATE CASTINTO PANEL

STEEL BEAM

PRECASTWALL PANEL

STEEL BEAM

PRECASTWALL PANEL

KNIFE PLATECAST INTO

PANEL

KNIFE PLATE CAST INTO PANEL

BEARING ANGLE

BEARINGANGLE

ENSURE ALL KNIFES ARE SHIMMED AND DRYPACKED W/NON SHRINK GROUT

PRECASTWALL PANEL

PRECASTWALL PANEL

SPACER PLATES, COILLOOP, WASHERS ANDSLOTTED PLATE

CONT. ANGLE WELDEDTO TOP OF STEEL

STEEL BEAM

PRECASTWALL PANEL

PRECAST REVEALSIZE AND DESIGN

VARIES PER CONTACT

VARI

ESVA

RIES

VARI

ES


METAL DECK ROOF

STEEL STRUCTUREBY OTHERS

SCUPPER





SCUPPER

METAL DECK ROOF

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 of production.

b. Production drawings will bear a signed and sealed Engineer stamp, slab locations, identification marks, connection details, 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 Specifications

wall panels - stubbe's precast€¢ screw anchors to have minimum 3” embedment in wall panels...

Documents