Wall Panels. Structural wall panel. Architectural wall panel. Cladding wall panel. Sandwich wall panel

Size: px

Start display at page:

Download "Wall Panels. Structural wall panel. Architectural wall panel. Cladding wall panel. Sandwich wall panel"

Gerald Glenn
6 years ago
Views:

1 Wall Panels Structural wall panel Architectural wall panel Cladding wall panel Sandwich wall panel

2 Wall Panels Assorted styles and colours Reveals and other patterns Painted finish Bolted, welded and knife connections available

3 Wall Panel Sections STRAND DESIGN AS REQ D MIN. 90 1/2 X 1/2 CHAMFER (EXTERIOR ONLY) MAX= 13-0 Solid Cladding Panel STRAND DESIGN AS REQ D INSULATION 1/2 X 1/2 CHAMFER (EXTERIOR ONLY) MAX= 13-0 Insul. Cladding/Structural Panel STRAND DESIGN AS REQ D INSULATION 1/2 X 1/2 CHAMFER (EXTERIOR ONLY) MAX= 13-0 Insulated Ribbed Panel

4 T/O S PANEL HEAVY DUTY REGULAR PIPE BRACING C.I.P. CONTINUOUS CONCRETE BLOCK 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 Bracing support during installation

5 PLASTIC SHIMS AND CONT. CAULKING ROD BOTH SIDES DOWEL DRILLED AND EPOXIED INTO PANEL PLATE CAST IN PANEL DESIGN WILL VARY PLASTIC SHIMS AND COIL LOOP INSERT DOWEL 2/PANEL U.N.O. POURED REINF. CONC. FOOTING/FOUNDATION WALL SCREWED ANCHOR OR EQUIVALENT CONNECTION POURED REINF. CONC. FOOTING/FOUNDATION WALL DP. HOLE DRILLED ON SITE WL01 Bottom connection cast in plate WL02 Bottom connection dowel connection METAL DECK ROOF PERCAST FOR STRUCTURAL CONNECTION PLASTIC SHIMS AND CONT. CAULKING ROD BOTH SIDES POURED REINF. CONC. FOOTING/FOUNDATION WALL DRYPACKS VOID SOLID SCREWED ANCHOR OR EQUIVALENT CONNECTION STRUCTURAL STEEL ELEV. FOR STRUCTURAL CONNECTION WL03 Bottom connection cast in plate WL04 Deck bearing back to back connection CAP FLASHING SPACER PLATES, COIL LOOP, WASHERS & SLOTTED PLATE CONT. ANGLE WELDED TO TOP OF STEEL CAP FLASHING METAL DECK ROOF WALL PANEL FOR STRUCTURAL CONNECTION STRUCTURAL BEAM STEEL STRUCTURE WL05 Lateral connection T/O panel WL06 Deck bearing / Beam connection

CONT. CAULKING AND BACKER COIL LOOP INSERT, WASHERS, BOLTS AND SLOTTED PLATE REMOVE INSUL.

6 CONT. CAULKING AND BACKER COIL LOOP INSERT, WASHERS, BOLTS AND SLOTTED PLATE REMOVE INSERT LOCATIONS L-100x100x12x100LG ANGLE WL07 Exterior 90 corner connection WL08 Exterior 90 corner connection CONT. CAULKING AND BACKER L-100x100x12x100LG ANGLE COIL LOOP INSERT BAR W/2 LG. THREAD ONE END COIL LOOP INSERT, WASHERS, BOLTS AND SLOTTED PLATE REMOVE PLATE LOCATION 13mm RECESS WL09 Intersecting 90 corner connection WL10 Exterior 90 corner connection COIL LOOP INSERT, WASHERS, BOLTS AND SLOTTED PLATE 13mm CHAMFER 13mm CHAMFER COIL LOOP INSERT, WASHERS, BOLTS AND SLOTTED PLATE REMOVE INSERT LOCATIONS WL11 Panel to panel connection WL12 Panel to panel vertical

7 FROM PANEL EDGE FROM PANEL EDGE CONNECTION OF DOOR TO PANEL 13mm WIDE DRIP JOINT TREATMENT DOOR AND FRAME MAN DOOR G.C. NOTE: ALL MAN DOORS (NOT BY STUBBE S) 13 x13 CHAMFER MAN DOOR G.C. NOTE: ALL MAN DOORS (NOT BY STUBBE S) WL13 Panel head of man door (top view) WL14 Panel head of man door (side view) 13x13 CHAMFER WINDOW, FRAME AND CAULKING FROM PANEL EDGE O.H. DOOR CAST IN PLATE FROM PANEL EDGE CONNECTION OF BENT PLATE TO PANEL PLATE OH DOOR ELEVATION 1 WL15 Panel window sill on exterior panels WL16 Door O.H. door #1 O.H. DOOR AND TRACK SUPPLIED CONNECTION DESIGN CAST IN PLATE WINDOW, FRAME AND CAULKING STRUCTURAL COLUMN CONNECTION OF WINDOWS / DOOR TO PANEL SLOTTED ANGLE THREADED ROD GARAGE DOOR OPENING ELEVATION 2 HALFEN ANCHOR (VERTICAL) PLASTIC SHIMS WL17 Door O.H. door #2 WL18 Panel to column connection

8 KNIFE PLATE CAST INTO PANEL ENSURE ALL KNIFES ARE SHIMMED AND DRYPACKED W/NON SHRINK GROUT KNIFE PLATE CAST INTO PANEL KNIFE PLATE CAST INTO PANEL STEEL BEAM STEEL BEAM KNIFE PLATE CAST INTO PANEL BEARING ANGLE BEARING ANGLE WL19 Knife connection to beam WL20 Knife connection to ADJACENT PANEL SPACER PLATES, COIL LOOP, WASHERS AND SLOTTED PLATE CONT. ANGLE WELDED TO TOP OF STEEL REVEAL SIZE AND DESIGN PER CONTACT STEEL BEAM WL21 Laterial hung panel WL22 Reveal locations and profile CAP FLASHING SCUPPER METAL DECK ROOF CAP FLASHING SCUPPER STEEL STRUCTURE FOR STRUCTURAL CONNECTION METAL DECK ROOF WL23 Scupper detail #1 WL24 Scupper detail #2

9 Wall Panel Specifications 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 A : 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 A 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).

WCU ALUMNI TOWER MASONRY & ENVELOPE REPAIRS

WCU ALUMNI TOWER MASONRY & ENVELOPE REPAIRS SCO #: 8-8-0 TABLE OF CONTE COV DESCRIPTION COVER SHEET ALUMNI TOWER ELEVATIONS & PLAN VIEWS REPAIR DETAILS - M TO REPAIR DETAILS - TO M0 & C TO REPAIR DETAILS - A & F TO F VICINITY MAP ALUMNI TOWER ALUMNI