• Structural wall panel • Architectural wall panel • Cladding wall panel • Sandwich wall panel 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
Wall Panel Connection Details
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
CAST IN PLATE FORSTRUCTURAL CONNECTION
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
CAST IN PLATE FORSTRUCTURAL CONNECTION
INSULATED WALL PANEL
Wall Panel Connection Details
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
INSULATED 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
CONT. CAULKING, BACKERROD BOTH SIDES
COIL LOOP INSERT, WASHERS, BOLTS AND SLOTTED PLATE
CONT. CAULKING, BACKERROD BOTH SIDES
REMOVE INSUL. @INSERT LOCATIONS
COIL LOOP INSERT, WASHERS,BOLTS AND SLOTTED PLATE
WALL PANEL
13mm CHAMFER13mm CHAMFER
WALL PANELCONT. CAULKING, BACKERROD BOTH SIDES
Wall Panel Connection Details
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
KEEP INSUL. BACKFROM PANEL EDGE
INSULATED WALL PANEL
13 x13 CHAMFER MAN DOOR
CONNECTION OF DOORTO PANEL BY OTHERS
G.C. NOTE:ALL FLASHING @ MAN DOORS(NOT BY STUBBE’S)
13x13 CHAMFER
KEEP INSUL. BACKFROM PANEL EDGE
WINDOW, FRAME ANDCAULKING BY OTHERS
INSULATED WALL PANEL
KEEP INSUL. BACKFROM PANEL EDGE
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)
Wall Panel Connection Details
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
CAP FLASHINGBY OTHERS
METAL DECK ROOF
STEEL STRUCTUREBY OTHERS
SCUPPER
INSULATED WALL PANEL
CAP FLASHINGBY OTHERS
INSULATED WALL PANEL
CAST IN PLATE FORSTRUCTURAL CONNECTION
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