Cortes Construction Details – Unions DWG Detail for AutoCAD

Cortes Construction Details – Unions

Drawing labels, details, and other text information extracted from the CAD file:

brick wythe, air space, insulation, cont. air barrier, continuous, flashing overlapped by, air barrier, bolted connection, hor. slot in steel angle, vert. slot in hss bracket, steel shims as req’d., weep holes o.c., steel shelf angle, parge rigid insulation, weld plates, cast into slab, reinforced, concrete slab, grid, concrete block, architec, figure shear connector cavity wall block detail at foundation, connect inner wythe, to other structural, elements as req., elements as req., by csa standards, to other structural, connect inner wythe, brick veneer, air space, insulation, cont. air barrier, continuous, flashing overlapped by, membrane, weep holes o.c., steel shelf angle, parge rigid insulation, weld plates, cast into conc., reinforced, concrete slab, grid, concrete block, architec, figure alternate brick block detail, at foundation, flush with outside, surface of concrete, flat sheet, gussets, elements as req., to other structural, connect inner wythe, connect inner wythe to, main structural element, as required, foam backing, architec, grid, weld plates cast into, slab, mortar joint between, block conc. slab, if load bearing, rod caulking if not, hss support bracket, welded to slab edge, weld plates, continuous, flashing overlapped by, air barrier, holes, o.c., bolted, hor. slot in steel angle, vert. slot in hss bracket, steel shims as reqd., sealant in joint, steel shelf angle, brick shear connector, fully imbedded in mortar, joint, brick wythe, air space, insulation, concrete block, load bearing, figure brick block detail at slab edge, foam backing, connect inner wythe to, main structural element, as required, cont. membrane, connect inner wythe to, main structural element, as required, foam backing, architec, grid, reinf. concrete slab, weld plates cast into, concrete flush, mortar joint between, block conc. slab, if load bearing, rod caulking if not, continuous flexible, flashing adhered to, membrane, holes, o.c., sealant in joint, steel shelf angle, brick wythe, air space, insulation, cont. membrane, concrete block, load bearing, figure shear connector block detail at slab edge, with outside surface, of concrete, flat sheet, gussets, connect inner wythe to, main structural element, as required, foam backing, grid, reinf. concrete slab, weld plates cast into, slab, mortar joint between, block conc. slab, if load bearing ethafoam, rod caulking if not, hss support bracket, welded to slab edge, weld plates, continuous flexible, flashing adhered to, air barrier, holes, o.c., bolted, hor. slot in steel, vert. slot in hss bracket, steel shims as reqd., sealant in joint, cont. steel shelf angle, brick shear connector, fully imbedded in mortar, joint, brick veneer, air space, rigid insulation, cont. air barrier, concrete block, figure brick veneer concrete block detail at slab edge, load bearing, peel and stick air, barrier membrane, weld plates cast, into slab, reinf. concrete slab, rigid insulation, leave in place backing, paper of air barrier, membrane at membrane, overlap at construction, joint only to allow for, movement. caulk, membrane overlap, continuous, figure air vapour barrier detail at movement joint, architec, air barrier, weld plates cast, into slab, reinf. concrete slab, insulation, leave i

Raw text data extracted from CAD file:

1″ \A1;1″ BRICK WYTHE AIR SPACE INSULATION CONT. AIR BARRIER CONTINUOUS FLASHING OVERLAPPED BY AIR BARRIER BOLTED CONNECTION HOR. SLOT IN STEEL ANGLE VERT. SLOT IN HSS BRACKET STEEL SHIMS AS REQ’D. WEEP HOLES @ 24″ O.C. STEEL SHELF ANGLE PARGE RIGID INSULATION WELD PLATES CAST INTO SLAB REINFORCED CONCRETE SLAB GRID CONCRETE BLOCK ARCHITEC FIGURE 1 SHEAR CONNECTOR CAVITY WALL BLOCK DETAIL AT FOUNDATION CONNECT INNER WYTHE TO OTHER STRUCTURAL ELEMENTS AS REQ. 1″ ELEMENTS AS REQ. BY CSA STANDARDS TO OTHER STRUCTURAL CONNECT INNER WYTHE 1″ 1″ 1″ \A1;1″ \A1;1″ BRICK VENEER AIR SPACE INSULATION CONT. AIR BARRIER CONTINUOUS FLASHING OVERLAPPED BY MEMBRANE (AIR BARRIER) WEEP HOLES @ 24″ O.C. STEEL SHELF ANGLE PARGE RIGID INSULATION WELD PLATES CAST INTO CONC. REINFORCED CONCRETE SLAB GRID CONCRETE BLOCK ARCHITEC FIGURE 2 ALTERNATE BRICK VENEER/CONCRETE BLOCK DETAIL AT FOUNDATION FLUSH WITH OUTSIDE SURFACE OF CONCRETE C/W FLAT SHEET “KNIFE BLADE” GUSSETS 1″ ELEMENTS AS REQ. TO OTHER STRUCTURAL CONNECT INNER WYTHE 1″ 1″ CONNECT INNER WYTHE TO MAIN STRUCTURAL ELEMENT AS REQUIRED FOAM BACKING \A1;1″ ARCHITEC GRID WELD PLATES CAST INTO SLAB MORTAR JOINT BETWEEN BLOCK & CONC. SLAB IF LOAD BEARING ROD & CAULKING IF NOT HSS SUPPORT BRACKET WELDED TO SLAB EDGE WELD PLATES CONTINUOUS FLASHING OVERLAPPED BY AIR BARRIER WEEP/VENT HOLES @ 24″ O.C. BOLTED CONNECTION:- HOR. SLOT IN STEEL ANGLE VERT. SLOT IN HSS BRACKET STEEL SHIMS AS REQD. SEALANT IN 5/8″ JOINT STEEL SHELF ANGLE BRICK SHEAR CONNECTOR FULLY IMBEDDED IN MORTAR JOINT BRICK WYTHE AIR SPACE INSULATION (AIR BARRIER) CONCRETE BLOCK LOAD BEARING FIGURE 3 BRICK VENEER/CONCRETE BLOCK DETAIL AT SLAB EDGE FOAM BACKING CONNECT INNER WYTHE TO MAIN STRUCTURAL ELEMENT AS REQUIRED CONT. MEMBRANE CONNECT INNER WYTHE TO MAIN STRUCTURAL ELEMENT AS REQUIRED FOAM BACKING 1″ \A1;1″ ARCHITEC GRID REINF. CONCRETE SLAB WELD PLATES CAST INTO CONCRETE FLUSH MORTAR JOINT BETWEEN BLOCK & CONC. SLAB IF LOAD BEARING ROD & CAULKING IF NOT CONTINUOUS FLEXIBLE FLASHING ADHERED TO MEMBRANE WEEP/VENT HOLES @ 24″ O.C. SEALANT IN 5/8″ JOINT STEEL SHELF ANGLE BRICK WYTHE AIR SPACE INSULATION CONT. MEMBRANE CONCRETE BLOCK LOAD BEARING FIGURE 4 SHEAR CONNECTOR BLOCK DETAIL AT SLAB EDGE (AIR BARRIER) WITH OUTSIDE SURFACE OF CONCRETE C/W FLAT SHEET “KNIFE BLADE” GUSSETS 1″ CONNECT INNER WYTHE TO MAIN STRUCTURAL ELEMENT AS REQUIRED FOAM BACKING GRID REINF. CONCRETE SLAB WELD PLATES CAST INTO SLAB MORTAR JOINT BETWEEN BLOCK & CONC. SLAB IF LOAD BEARING ETHAFOAM ROD & CAULKING IF NOT HSS SUPPORT BRACKET WELDED TO SLAB EDGE WELD PLATES CONTINUOUS FLEXIBLE FLASHING ADHERED TO AIR BARRIER WEEP/VENT HOLES @ 600mm O.C. BOLTED CONNECTION:- HOR. SLOT IN STEEL VERT. SLOT IN HSS BRACKET STEEL SHIMS AS REQD. SEALANT IN 15mm JOINT CONT. STEEL SHELF ANGLE BRICK SHEAR CONNECTOR FULLY IMBEDDED IN MORTAR JOINT BRICK VENEER AIR SPACE RIGID INSULATION CONT. AIR BARRIER CONCRETE BLOCK Figure 2 BRICK VENEER / CONCRETE BLOCK DETAIL AT SLAB EDGE LOAD BEARING PEEL AND STICK AIR BARRIER MEMBRANE WELD PLATES CAST INTO SLAB REINF. CONCRETE SLAB RIGID INSULATION LEAVE IN PLACE BACKING PAPER OF AIR BARRIER MEMBRANE AT MEMBRANE OVERLAP AT CONSTRUCTION JOINT ONLY TO ALLOW FOR MOVEMENT. CAULK MEMBRANE OVERLAP CONTINUOUS Figure 3 AIR VAPOUR BARRIER DETAIL AT MOVEMENT JOINT ARCHITEC AIR BARRIER WELD PLATES CAST INTO SLAB REINF. CONCRETE SLAB INSULATION LEAVE IN PLACE BACKING PAPER OF AIR BARRIER MEMBRANE AT MEMBRANE OVERLAP AT CONSTRUCTION JOINT ONLY TO ALLOW FOR MOVEMENT. FIGURE 5 MEMBRANE (AIR BARRIER) DETAIL AT MOVEMENT JOINT INSULATION IN CONTACT WITH FLASHING BOTH SIDES PROVIDE FOR STRUCTURAL CONNECTION TO THE SLAB AS PER CSA-A370 CONNECTOR CONNECTION TO THE SLAB PROVIDE FOR STRUCTURAL INSULATION IN CONTACT WITH FLASHING BOTH SIDES JOINT ONLY TO ALLOW FOR OVERLAP AT CONSTRUCTION MEMBRANE AT MEMBRANE PAPER OF AIR BARRIER LEAVE IN PLACE BACKING FOR MASONRY MOVEMENT. INSULATION ARCHITEC REINF. CONCRETE SLAB PEEL & STICK MEMBRANE FIGURE 6 ALTERNATE MEMBRANE DETAIL AT MOVEMENT JOINT WELD PLATES CAST INTO CONCRETE FLUSH WITH OUTSIDE SURFACE OF CONCRETE C/W FLAT SHEET “KNIFE BLADE” GUSSETS EXTEND MIN. 100mm EACH SIDE OF MOVEMENT JOINT APPLY CONT. TORCH ON MEMBRANE OVER CONNECTION TO THE SLAB PROVIDE FOR STRUCTURAL INSULATION IN CONTACT WITH FLASHING BOTH SIDES INSULATION SHEAR CONNECTION AS REQUIRED CONNECT WALL TO OTHER STRUCTURAL MEMBERS AS REQUIRED 1″ 1″ 1″ \A1;1″ \A1;1″ ARCHITEC FIGURE 7 BRICK VENEER/CONCRETE BLOCK-DETAIL OF LOW PARAPET W/ GRID PLYWOOD NAILERS SECURED TO TOP TRACK WOOD NAILER OR METAL “Z” BALLAST FILTER FABRIC INSULATION ROOF MEMBRANE REINFORCED CONCRETE SLAB CONTINUOUS ROOF MEMBRANE OVER PARAPET METAL COUNTERFLASHING TREATED PLYWOOD PARAPET FULLY ENCLOSED IN INSULATION CONT. MEMBRANE OVER PARAPET, LAPPED & SEALED TO ROOF MEMBRANE 1:10 MIN. SLOPE METAL BASE FLASHING PROTECTED MEMBRANE ROOF BARS VERTICAL 1″ OF PARAPET AIR BARRIER ON ONE SIDE CONTINUE ROOF MEMBRANE OVER PARAPET ETHAFOAM ROD 16″ 16″ 8″ \A1;16″ \A1;16″ \A1;8″ ARCHITEC CAP FLASHING CONTINUE VAPOUR BARRIER UP AND OVER PARAPET WALL CONCRETE BLOCK GROUTED SOLID REINFORCED CONCRETE SLAB RECOMMENDED TIE SPACING 16″ 16″ 8″ FIGURE 8 BRICK VENEER/CONCRETE BLOCK-DETAIL AT HIGH PARAPET WOOD NAILERS OR METAL “Z” BARS VERTICAL CONTINUE WALL MEMBRANE UP OVER SLAB AND OVERLAP W/ ROOF MEMBRANE AIR BARRIER ON ONE SIDE OF PARAPET FOAM BACKING ROD CONTINUE ROOF MEMBRANE OVER PARAPET OF PARAPET AIR BARRIER ON ONE SIDE CONTINUE ROOF MEMBRANE OVER PARAPET ETHAFOAM ROD 16″ 16″ 8″ \A1;16″ \A1;16″ \A1;8″ ARCHITEC CAP FLASHING CONTINUE VAPOUR BARRIER UP AND OVER PARAPET WALL CONCRETE BLOCK GROUTED SOLID REINFORCED CONCRETE SLAB RECOMMENDED TIE SPACING 16″ 16″ 8″ WOOD NAILERS OR METAL “Z” BARS VERTICAL CONTINUE WALL MEMBRANE UP OVER SLAB AND OVERLAP W/ ROOF MEMBRANE FIGURE 9 BRICK VENEER/CONCRETE BLOCK-DETAIL AT HIGH PARAPET OF PARAPET AIR BARRIER ON ONE SIDE CONTINUE ROOF MEMBRANE OVER PARAPET FOAM BACKING ROD 24″ 24″ 24″ 16″ \A1;16″ \A1;24″ \A1;24″ \A1;24″ ARCHITEC 16″ 24″ 24″ 24″ 8″ 16″ 8″ 16″ FIGURE 10 RECOMMENDED TIE SPACING FOR CONCRETE BLOCK – BRICK VENEER WALL 1″ 1″ 1″ \A1;1″ \A1;1″ ARCHITEC CONCRETE SLAB CONTINUOUS VENT BOLTED CONNECTION:- HORIZ. SLOT IN SHELF ANGLE VERT. SLOT IN HSS BRACKET STEEL SHIMS AS REQD. HANGER WIRES FURRING CHANNEL HIGH HAT FURRING DRYWALL INSULATION SUPPORT BRICK TIE BEYOND MOUNTED TO SIDE OF HSS BRACKET BEYOND BRICK TIE MOUNTED TO 2″ x 2″ ANGLES @ 1/2 HSS SPACING FASTENED TO SHELF ANGLES ABOVE & BELOW GRID FIGURE 11 BRICK VENEER/CONCRETE BLOCK-COLD SOFFIT DETAIL BRACE AS REQUIRED DOUBLE MEMBRANE PORTION UNBONDED CAULK AND SEAL 1″ 1″ 1″ 1″ \A1;1″ \A1;1″ ARCHITEC LOUVRED VENT c/w DAMPER MEMBRANE SEALED TO DUCT EXHAUST DUCT WRAPPED IN INSULATION & AIR BARRIER DRYWALL BULKHEAD ON FURRING CHANNELS GRID FIGURE 12 BRICK VENEER/CONCRETE BLOCK-EXHAUST VENT DETAIL SEAL LOUVER TO DUCTWORK SEAL LOUVER TO DUCTWORK CONNECTION TO SLAB AS REQUIRED 1″ 1″ 1″ 1″ \A1;1″ \A1;1″ ARCHITEC BRICK WYTHE AIR SPACE INSULATION CONT. MEMBRANE CONCRETE BLOCK HSS SUPPORT BRACKET WELDED TO SLAB EDGE WELD PLATES CONTINUOUS FLASHING OVERLAPPED BY AIR BARRIER WEEP/VENT HOLES @ 24″ O.C. BOLTED CONNECTION: HOR. SLOT IN STEEL ANGLE VERT. SLOT IN HSS BRACKET STEEL SHIMS AS REQ’D. STEEL SHELF ANGLE HEAD FLASHING SEALED TO U/S SHELF ANGLE & FASTENED TO U/S OF SLAB SILL FLASHING c/w DRIP & UPTURNED JAMB ENDS FOAM BACKING ROD FLASHING BLOCKING CLOSURE BREAK SHAPE ALLOWS SLAB DEFLECTION GRID FIGURE 13 BRICK VENEER / CONCRETE BLOCK – WINDOW HEAD & SILL DETAIL AIR BARRIER SEALED & FASTENED TO WINDOW FRAME ALUM. WINDOW FRAME THERMALLY BROKEN. SECURED AT SILL & JAMBS SLAB DEFLECTION ALLOWED AT HEAD WINDOW SILL SEALED TO WINDOW FRAME AND FASTENED TO BLOCKING SET INTO CONC. BLOCK (AIR BARRIER) 1″ ARCHITEC BRICK WYTHE AIR SPACE INSULATION CONT. MEMBRANE CONCRETE BLOCK HSS SUPPORT BRACKET WELDED TO SLAB EDGE WELD PLATES CONTINUOUS FLASHING OVERLAPPED BY AIR BARRIER WEEP/VENT HOLES @ 24″ O.C. BOLTED CONNECTION: HOR. SLOT IN STEEL ANGLE VERT. SLOT IN HSS BRACKET STEEL SHELF ANGLE HEAD FLASHING SEALED TO U/S SHELF ANGLE SILL FLASHING c/w DRIP & UPTURNED JAMB ENDS FOAM BACKING ROD FLASHING BLOCKING GRID FIGURE 14 BRICK VENEER / CONCRETE BLOCK – WINDOW HEAD & SILL DETAIL ALUM. WINDOW FRAME THERMALLY BROKEN. SECURED AT SILL & JAMBS (AIR BARRIER) CAULKING HSS SUPPORT BRACKET WELDED TO SLAB EDGE WELD PLATES FOAM ROD & CAULKING WELD PLATE CAST INTO SLAB 3″ MIN. \A1;3″ MIN. ARCHITEC CONNECTIONS GRID BRICK VENEER AIR SPACE INSULATION CONT. MEMBRANE (AIR BARRIER) LAST BRICK TIE TO CORNER FASTENED TO COLUMN CONTINUOUS TO SHELF ANGLE ABOVE & FLASHING BELOW 3″ MIN. FIGURE 15 BRICK VENEER/CONCRETE BLOCK – CONTROL JOINT/AIR STOP CONCRETE BLOCK EXTEND INSULATION TO PROVIDE AIR STOP CONTROL JOINT PROVIDE STRUCTURAL ARCHITEC SILL SEALED TO CONVECTION CABINET HEATING REINFORCED CONC. SLAB GRID BRICK BEYOND OPENING PREFINISHED METAL PANELS ON “Z” GIRTS FASTENED TO CONCRETE BLOCK CURB 2″ RIGID INSULATION CONT. MEMBRANE ON CONCRETE BLOCK CURB CONCRETE FILLED SEALANT IN 3/8″ JOINT BETWEEN METAL PANEL & BOTH BRICK & SLAB SLOPE 1 : 50 MIN. BALCONY EXTENSION OF SLAB MORTAR JOINT BETWEEN BLOCK AND CONC. SLAB IF LOAD BEARING ETHAFOAM ROD AND CAULKING IF NOT LOAD BEARING ALUM. PATIO SLIDER c/w INSECT SCREEN THERMALLY BROKEN DOOR & FRAME CONT. AIR BARRIER SEAL TO FIGURE 16 CAVITY WALL – BALCONY AT PATIO DOOR DETAIL DOOR FRAME DOOR FRAME (AIR BARRIER) EXPANSION JOINT FOAM BACKING ROD ARCHITEC GRID BRICK TIE MOUNTED ON SIDE CONCRETE BLOCK CONTINUOUS & SEALED TO SHELF ANGLE ABOVE & FLASHING BELOW & CENTERED IN BRICK CONTROL JOINT CONTROL JOINT BRICK WYTHE AIR CAVITY INSULATION CONT. MEMBRANE (AIR BARRIER) PROVIDE TIES REINFORCED CONCRETE COLUMN 80mm MIN. FIGURE 17 BRICK VENEER/CONCRETE BLOCK – CONTROL JOINT/AIR STOP CONCRETE BLOCK VERTICAL RIGID INSULATION FROM AIR STOP ARCHITEC #3 OR #4 VERTICAL REBAR WITH HOOKS AT ENDS 6″ LONG #3 DOWELL EMBEDDED MIN. 2″ INTO PREDRILLED HOLE IN SLAB AND MORTARED SOLID BRICK SUPPORT ANGLE WITH SPACER WELDED TO EMBED PLATE FIGURE 18 SLAB CONNECTION DETAILS OR AS REQUIRED BY DESIGNER OR AS REQUIRED BY DESIGNER ARCHITEC BRICK WYTHE AIR SPACE INSULATION CONT. MEMBRANE CONTINUOUS FLASHING OVERLAPPED BY AIR BARRIER BOLTED CONNECTION HOR. SLOT IN STEEL ANGLE VERT. SLOT IN HSS BRACKET WEEP HOLES @ 24″ O.C. CONTINUOUS STEEL SHELF ANGLE 3/8 ” PARGED RIGID INSULATION WELD PLATES CAST INTO SLAB REINFORCED CONCRETE SLAB GRID (AIR BARRIER) FIGURE 19 CAVITY WALL DETAIL AT FOUNDATION CONCRETE BLOCK PARGING MESH ARCHITEC GRID REINF. CONCRETE SLAB WELD PLATES CAST INTO SLAB MORTAR JOINT BETWEEN BLOCK & CONC. SLAB IF LOAD BEARING FOAM BACKING ROD & CAULKING IF NOT HSS SUPPORT BRACKET WELDED TO SLAB EDGE WELD PLATES CONTINUOUS FLASHING OVERLAPPED BY AIR BARRIER WEEP/VENT HOLES @ 24″ O.C. BOLTED CONNECTION:- HOR. SLOT IN STEEL ANGLE VERT. SLOT IN HSS BRACKET SEALANT IN 5/8″ JOINT CONT. STEEL SHELF ANGLE SLOTTED CONNECTOR ASSEMBLY FULLY EMBEDDED IN MORTAR JOINT BRICK WYTHE 1″ AIR SPACE INSULATION CONT. MEMBRANE (AIR BARRIER) LOAD BEARING FIGURE 20 CAVITY WALL DETAIL AT SLAB EDGE CONCRETE BLOCK ARCHITEC FIGURE 21 CAVITY WALL – DETAIL AT LOW PARAPET GRID PLYWOOD NAILERS SECURED TO TOP TRACK WOOD NAILER OR METAL “Z” BALLAST FILTER FABRIC INSULATION ROOF MEMBRANE REINFORCED CONCRETE SLAB CONTINUOUS FLASHING OVER PARAPET METAL COUNTERFLASHING TREATED PLYWOOD PARAPET FULLY ENCLOSED IN INSULATION CONT. MEMBRANE OVER PARAPET, LAPPED & SEALED TO ROOF MEMBRANE 1:10 MIN. SLOPE METAL BASE FLASHING WITH PROTECTED ROOF MEMBRANE BARS VERTICAL FOAM BACKING ROD 24″ IN LENGTH WITH 1″ GAPS REINFORCE AS REQUIRED 16″ 16″ 8″ \A1;16″ \A1;16″ \A1;8″ ARCHITEC CAP FLASHING CONTINUE VAPOUR BARRIER UP AND OVER PARAPET WALL CONCRETE BLOCK GROUTED SOLID REINFORCED CONCRETE SLAB 16″ 16″ 8″ RECOMMENDED TIE SPACING FIGURE 22 BRICK VENEER / CONCRETE BLOCK – DETAIL AT HIGH PARAPET CONTINUE WALL MEMBRANE UP & OVER ROOF SLAB AND OVERLAP WITH ROOF MEMBRANE AIR BARRIER ON SIDE OF PARAPET ONLY FOAM BACKING ROD 16″ 16″ 8″ \A1;16″ \A1;16″ \A1;8″ ARCHITEC CAP FLASHING CONCRETE BLOCK GROUTED SOLID REINFORCED CONCRETE SLAB 16″ 16″ 8″ RECOMMENDED TIE SPACING FIGURE 23 BRICK VENEER / CONCRETE BLOCK DETAIL AT HIGH PARAPET FOAM BACKING ROD ARCHITEC CONCRETE SLAB CONTINUOUS VENT BOLTED CONNECTION:- HORIZ. SLOT IN SHELF ANGLE VERT. SLOT IN HSS BRACKET STEEL SHIMS AS REQD. HANGER WIRES FURRING CHANNEL HIGH HAT FURRING DRYWALL INSULATION SUPPORT BRICK TIE BEYOND MOUNTED TO SIDE OF HSS BRACKET BEYOND BRICK TIE MOUNTED TO 2″x 2″ ANGLES @ 1/2 HSS SPACING FASTENED TO SHELF ANGLES ABOVE & BELOW GRID FIGURE 24 BRICK VENEER / CONCRETE BLOCK – COLD SOFFIT DETAIL INSULATION MECHANICALLY SUPPORTED FRAME SOFFIT AS REQUIRED ARCHITEC LOUVRED VENT c/w DAMPER MEMBRANE SEALED TO DUCT EXHAUST DUCT WRAPPED IN INSULATION & AIR BARRIER DRYWALL BULKHEAD ON FURRING CHANNELS GRID FIGURE 25 BRICK VENEER / CONCRETE BLOCK – EXHAUST VENT DETAIL SEAL LOUVER TO DUCTWORK ARCHITEC BRICK WYTHE AIR SPACE INSULATION CONT. MEMBRANE EXTERIOR SHEATHING STEEL STUDS DRYWALL HSS SUPPORT BRACKET WELDED TO SLAB EDGE WELD PLATES CONTINUOUS FLASHING ADHERED TO MEMBRANE (AIR BARRIER) WEEP/VENT HOLES 24″ O.C. BOLTED CONNECTION: HOR. SLOT IN STEEL ANGLE VERT. SLOT IN HSS BRACKET SEALANT IN 5/8″ JOINT CONT. STEEL SHELF ANGLE BRICK TIE FULLY IMBEDDED IN MORTAR JOINT & MOUNTED TO SIDE OF STEEL STUD GRID 2 1/4″ MIN. BOTTOM TRACK c/w DRILLED ANCHOR REINF. CONCRETE OPEN JOINTS 1/4″ MIN. OUTER TRACK ANCHORED TO SLAB NEITHER SHEATHING NOR DRYWALL ATTACHED TO OUTER TRACK VERTICAL STUDS FASTENED TO INSIDE INNER TRACK SNUG/SLIDING FIT FIGURE 26 BRICK VENEER/STEEL STUD – DETAIL AT SLAB EDGE TO SLAB EDGE CAST INTO SLAB SLAB WELD PLATES INSIDE OUTER TRACK (AIR BARRIER) 16″ 16″ 16″ 8″ 8″ \A1;16″ \A1;16″ \A1;8″ \A1;8″ \A1;16″ ARCHITEC 16″ 16″ 8″ CONTINUE ROOF MEMBRANE COPING 2 PLY ROOF MEMBRANE PLYWOOD SHEATHING STEEL STUD PARAPET FRAMING BATT INSULATION DRYWALL SHEATHING RIGID INSULATION AIR SPACE BRICK VENEER ROOF MEMBRANE FIBREBOARD RIGID INSULATION VAPOUR BARRIER REINFORCED CONCRETE SLAB RECOMMENDED TIE SPACING FOAM BACKING ROD FIGURE 27 BRICK VENEER / CONCRETE BLOCK – DETAIL AT HIGH PARAPET OVER PARAPET 8″ CONTINUE WALL MEMBRANE UP AND OVER ROOF SLAB AND OVERLAP WITH ROOF MEMBRANE 16″ BRACE PARAPET AS REQUIRED SEAL ARCHITEC PEEL AND STICK AIR BARRIER MEMBRANE OPEN JOINTS 1/4″ MIN. CAULKING LEAVE IN PLACE BACKING PART OF AIR BARRIER MEMBRANE AT MEMBERANE OVERLAP AT CONSTRUCTION JOINT ONLY TO ALLOW FOR MOVEMENT. RIGID INSULATION REINFORCED CONCRETE SLAB FIGURE 28 AIR VAPOUR BARRIER DETAIL AT MOVEMENT JOINT ARCHITEC INSULATION OPEN JOINTS 1/4″ MIN. PEEL AND STICK MEMBRANE (AIR BARRIER) EXTENDING PAST MOVEMENT JOINT 4″ MIN. EA. SIDE APPLY TORCHED ON MEMBRANE REINFORCED CONCRETE SLAB FIGURE 29 ALTERNATE MEMBRANE DETAIL AT MOVEMENT JOINT (AIR BARRIER) OVER PEEL AND STICK MEMBRANE DRILL IN INSERTS AS REQUIRED BONDED MEMBRANE BOTH MEMBRANES BONDED BOTH MEMBRANES BONDED (TYPICAL) UNBONDED MEMBRANE DELETE BLOCK IF OPEN JOINT ARCHITEC SILL SEALED TO DOOR FRAME REINFORCED CONC. SLAB ALUM. PATIO SLIDER c/w INSECT SCREEN THERMALLY BROKEN DOOR & FRAME BRICK BEYOND OPENING METAL JAMB CLOSURE SEALED TO BRICK & WINDOW FRAME PREFINISHED METAL PANELS ON ” Z ” GIRTS FASTENED TO CONC. CURB 2″ RIGID INSULATION CONT. AIR BARRIER CAST IN PLACE CONC. CURB GRID BALCONY EXTENSION OF SLAB SLOPE 1:50 MIN. CONT. AIR BARRIER SEALED TO DOOR FRAME CONVECTION HEATING CABINET FIGURE 30 BRICK VENEER / STEEL STUD – BALCONY AT PATIO DOOR DETAIL EXTEND MEMBRANE AS SHOWN CONTINUOUS CONTROL JOINT DRILLED IN INSERTS ARCHITEC REINFORCED CONC. SLAB ALUM. PATIO SLIDER c/w INSECT SCREEN THERMALLY BROKEN DOOR & FRAME BRICK BEYOND OPENING METAL JAMB CLOSURE SEALED TO BRICK & WINDOW FRAME PREFINISHED METAL PANELS ON ” Z ” GIRTS FASTENED TO CONC. CURB 2″ RIGID INSULATION CONT. MEMBRANE CAST IN PLACE CONC. CURB GRID CONT. MEMBRANE SEALED TO DOOR FRAME CONVECTION HEATING CABINET FIGURE 31 ALTERNATE BRICK VENEER / STEEL STUD BALCONY AT PATIO DOOR DETAIL (AIR BARRIER) EXTEND MEMBRANE AS SHOWN CONTINUOUS CONTROL JOINT ARCHITEC 3″ MIN. GRID DOUBLE STUD WHERE ABUTTING COLUMN STUD FASTENED TO COLUMN BRICK WYTHE 1″ AIR SPACE INSULATION CONT. AIR BARRIER DRYWALL SHEATHING STEEL STUDS DRYWALL CONCRETE COLUMN FIGURE 32 BRICK VENEER / STEEL STUD – CONTROL JOINT/AIR STOP CONTROL JOINT BLOCK CAVITY USING RIGID INSULATION STRIPS BRICK TIE ASSEMBLY MOUNTED ON SIDE OF STUD 3 1/4″ \A1;3 1/4″ ARCHITEC GRID DOUBLE STUD WHERE ABUTTING COLUMN STUD FASTENED TO COLUMN REINFORCED CONCRETE COLUMN BRICK TIE MOUNTED ON SIDE OF STUD RIGID INSULATION STRIPS 2″ WIDE AND APPROPRIATE THICKNESS SEALANT IN 10mm MIN. AETHAFOAM ROD BRICK WYHTE AIR CAVITY INSULATION CONT. MEMBRANE EXTERIOR SHEATHING STEEL STUDS DRYWALL FIGURE 33 BRICK VENEER / STEEL STUD – CONTROL JOINT/AIR STOP 3 1/4″ (AIR BARRIER) 8″ 24″ 24″ 24″ \A1;24″ \A1;24″ \A1;24″ \A1;8″ ARCHITEC FIGURE 34 RECOMMENDED TIE SPACING FOR METAL STUD – BRICK VENEER WALL 24″ 24″ 24″ 8″ 8″ 16″ 16″ 8″ 16″ 24″ 24″ 8″ \A1;24″ \A1;24″ \A1;8″ ARCHITEC FIGURE 34A RECOMMENDED LOCATION OF TIES ALONG THE HEIGHT 24″ 24″ 8″ 16″ 8″ 16″ OF BRICK VENEER – METAL STUD WALL ASSEMBLY INSULATION SUPPORT FLASHING SHEAR CONNECTOR MOVEMENT JOINT TRACK BRICK WYTHE AIR SPACE 1″ INSULATION AIR/VAPOUR BARRIER SHEATHING STEEL STUD ARCHITEC BRICK VENEER AIR SPACE INSULATION CONT. AIR BARRIER EXTERIOR SHEATHING STEEL STUDS DRYWALL HSS SUPPORT BRACKET WELDED TO SLAB EDGE WELD PLATES CONTINUOUS FLEXIBLE FLASHING ADHERED TO AIR BARRIER WEEP HOLES @ 24″ O.C. CONT. STEEL SHELF ANGLE PARGED RIGID INSULATION GRID 2″ MIN. FROM BOTTOM TRACK REINF. CONCRETE SLAB WELD PLATES CAST SLAB EDGE c/w DRILLED ANCHOR INTO SLAB FIGURE 35 BRICK VENEER / STEEL STUD DETAIL AT FOUNDATION ARCHITEC BRICK WYTHE AIR SPACE INSULATION CONT. AIR BARRIER EXTERIOR SHEATHING STEEL STUDS DRYWALL HSS SUPPORT BRACKET WELDED TO SLAB EDGE WELD PLATES CONTINUOUS FLEXIBLE FLASHING ADHERED TO AIR BARRIER WEEP/VENT HOLES @ 24″ O.C. BOLTED CONNECTION: HOR. SLOT IN STEEL ANGLE VERT. SLOT IN HSS BRACKET SEALANT IN 5/8″ JOINT CONT. STEEL SHELF ANGLE BRICK TIE FULLY IMBEDDED IN MORTAR JOINT & MOUNTED TO SIDE OF STEEL STUD GRID 2″ MIN. BOTTOM TRACK c/w DRILLED ANCHOR REINF. CONCRETE OPEN JOINTS 1/4″ MIN. OUTER TRACK ANCHORED TO SLAB NEITHER SHEATHING NOR DRYWALL ATTACHED TO OUTER TRACK VERTICAL STUDS FASTENED TO INSIDE INNER TRACK SNUG/SLIDING FIT TO SLAB EDGE CAST INTO SLAB SLAB WELD PLATES INSIDE OUTTER TRACK FIGURE 36 BRICK VENEER / STEEL STUD DETAIL AT SLAB EDGE ARCHITEC CONTINUOUS FIASHING OVER PARAPET METAL COUNTER TREATED PLYWOOD PARAPET FULLY ENCLOSED IN 6″ STEEL STUDS CONT. OVER PARAPET, LAPPED & SEALED TO DRYWALL SHEATHING EXTERIOR SIDE 2″ DISTANCE ANCHOR TO DRILLED ANCHORS PLYWOOD NAILERS SECURED TO TOP TRACK WOOD NAILER TREATED PLYWOOD INTERIOR SIDE METAL BASE BALLAST FILTER FABRIC INSULATION ROOF MEMBRANE REINFORCED CONCRETE SLAB GRID 1:10 MIN. SLOPE FLASHING INSULATION AIR BARRIER OF STUDS SLAB EDGE ROOF MEMBRANE OF STUDS FLASHING FIGURE 37 BRICK VENEER / STEEL STUD – DETAIL AT LOW PARAPET FOAM BACKING ROD 1″ 8″ 8″ 16″ 16″ \A1;16″ \A1;16″ \A1;8″ \A1;8″ \A1;1″ ARCHITEC 16″ 16″ 8″ CAP FLASHING 2 PLY ROOF MEMBRANE PLYWOOD SHEATHING STEEL STUD PARAPET FRAMING BATT INSULATION DRYWALL SHEATHING RIGID INSULATION AIR SPACE BRICK VENEER ROOF MEMBRANE FIBREBOARD RIGID INSULATION VAPOUR BARRIER REINFORCED CONCRETE SLAB CONTINUE VAPOUR BARRIER UNDER STEEL STUD TO EXTERIOR STUD WALL FACE RECOMMENDED TIE SPACING FOAM BACKING ROD & CAULKING FIGURE 38 BRICK VENEER / STEEL STUD – DETAIL AT HIGH PARAPET 8″ MAX. SEE DETAIL #29 AIR BARRIER MEMBRANE 1″ MIN. AIR SPACE ARCHITEC FIGURE 39 BRICK VENEER / STEEL STUD – WINDOW HEAD & SILL DETAIL WELD PLATES CAST INTO SLAB REINF.CONCRETE SLAB CLOSURE BREAK SHAPE ALLOW SLAB DEFLECTION AIR BARRIER SEALED & FASTENED TO WINDOW FRAME ALUM. WINDOW FRAME THERMALLY BROKEN. SECURED AT SILL & JAMBS SLAB DEFLECTION ALLOWED AT HEAD WINDOW SILL SEALED TO WINDOW FRAME AND FASTENED TO STEEL STUD TRACK IF NOT LOAD BEARING BRICK WYTHE AIR SPACE INSULATION CONT. AIR BARRIER EXTERIOR SHEATHING STEEL STUDS DRYWALL HSS SUPPORT BRACKET WELDED TO SLAB EDGE WELD PLATES CONTINUOUS FLASHING ADHERED TO AIR BARRIER WEEP/VENT HOLES 24″ O.C. BOLTED CONNECTION: HOR. SLOT IN STEEL VERT. SLOT IN HSS BRACKET CONTINUOUS STEEL SHELF ANGLE HEAD FLASHING SEALED TO U/S SHELF ANGLE & FASTENED TO U/S OF SLAB SILL FLASHING c/w DRIP & UPTURNED JAMB ENDS FLASHING BLOCKING GRID ARCHITEC BRICK WYTHE AIR SPACE INSULATION CONT. MEMBRANE DRYWALL SHEATHING HSS SUPPORT BRACKET WELDED TO SLAB EDGE WELD PLATES CONTINUOUS FLASHING ADHERED TO AIR BARRIER WEEP/VENT HOLES 24″ O.C. BOLTED CONNECTION: HOR. SLOT IN STEEL ANGLE VERT. SLOT IN HSS BRACKET CONT. STEEL SHELF ANGLE HEAD FLASHING SEALED TO U/S SHELF ANGLE SILL FLASHING c/w DRIP & UPTURNED JAMB ENDS FOAM BACKING ROD & CAULKING FLASHING BLOCKING GRID ALUM. WINDOW FRAME THERMALLY BROKEN. SECURED AT SILL & JAMBS (AIR BARRIER) CAULKING WELD PLATE CAST INTO SLAB FOAM BACKING ROD & CAULKING STEEL STUDS DRYWALL FIGURE 40 BRICK ALTERNATE BRICK VENEER / STEEL STUD WINDOW HEAD AND SILL DETAIL ARCHITEC GRID EXHAUST DUCT WRAPPED IN INSULATION & AIR BARRIER DRYWALL BULKHEAD ON FURRING CHANNELS LOUVRED VENT c/w DAMPER AIR BARRIER SEALED TO DUCT FIGURE 41 BRICK VENEER / STEEL STUD – EXHAUST VENT DETAIL SEAL LOUVRE TO DUCTWORK 12″ \A1;12″ ARCHITEC INSULATION SUPPORT CONCRETE SLAB HANGER WIRES FURRING CHANNEL HIGH HAT FURRING AND APPROPRIATE CONTINUOUS VENT BOLTED CONNECTION: HORIZ. SLOT IN SHELF ANGLE VERT. SLOT IN HSS BRACKET STEEL SHIMS AS REQ’D. GRID FIGURE 42 BRICK VENEER / STEEL STUD – COLD SOFFIT DETAIL BRACE AS REQUIRED FINISHING MATERIAL DESIGN FRAME WITH VERTICAL MEMBER SCREWS NO FURTHER THAN 32″ FRAME AS REQUIRED 12″ MAX. BACKING ROD ARCHITEC CONTINUOUS GROUTED VERTICAL REINFORCING STEEL REINFORCING STEEL DOWELS VOID BLOCKING AND GROUT BOND BEAM PRECAST HOLLOW CORE FLOOR CONCRETE TOPPING MIN. 1″ BEARING PAD SET IN FIGURE 43 LOAD BEARING EXTERIOR WALL ARCHITEC METAL JOIST HANGER WOOD JOIST REINFORCING STEEL BOND BEAM CORES GROUTED SOLID FIGURE 44 LOAD BEARING MASONRY WALL WITH WOOD JOISTS PINNED FOR LATERAL SUPPORT APPROPRIATE ARCHITEC CUT BLOCK TO ACCOMODATE JOIST BOND BEAM REINFORCING STEEL BEARING PLATE SET IN MIN. 1″ METAL DECKING CONCRETE TOPPING STEEL JOIST FIGURE 45 LOAD BEARING MASONRY WALL WITH STEEL JOISTS ARCHITEC BEARING PLATE ABOVE & BELOW BALCONY SLAB. SET IN MIN. 1″ REINFORCING STEEL MORTAR JOINT BALCONY SLAB INTERIOR SLAB BALCONY SLAB FLEXIBLE DOWEL INCASEMENT MIN. 3″ 6″ CONC. BLOCK CURTAIN WALL FROM FOUNDATION 1/2″ CLEARANCE TO BALCONY SLAB VERTICAL CONTROL JOINT 15M DOWEL BEND AND GROUT INTO CORE EACH END. LOCATION AND SPACING AS REQUIRED BY DESIGN LOAD BEARING WING WALL INTERIOR SLAB BALCONY SLAB 1/8″ LENGTH TO SUIT FIGURE 46 BALCONY WING WALL PLAN DETAIL BEARING PLATE DETAIL FIGURE 47 BALCONY WING WALL SECTION PEA GRAVEL WEEP HOLE FOUNDATION WALL MORTAR COVE NOTE:- CAULK WHERE REINFORCEMENT PENETRATES FLASHING VAPOUR BARRIER FLASHING MASONRY TIE INSULATION DRYWALL VAPOUR BARRIER INSULATION BUILDING PAPER CONCRETE BLOCK CAULKING Figure 43 MORTAR COVE DETAIL Figure 44 FLASHING ABOVE FLOOR SLAB ARCHITEC PEA GRAVEL WEEP HOLE FOUNDATION WALL MORTAR COVE NOTE:- CAULK WHERE REINFORCEMENT PENETRATES FLASHING VAPOUR BARRIER FLASHING MASONRY TIE INSULATION DRYWALL VAPOUR BARRIER INSULATION BUILDING PAPER CONCRETE BLOCK CAULKING FIGURE 48 MORTAR COVE DETAIL FIGURE 49 FLASHING ABOVE FLOOR SLAB DRYWALL VAPOUR BARRIER FLASHING (RETURN FLASHING AND PLACE AIR BARRIER INTO FLASHING) ARCHITEC METAL COPING LAPPED. CRIMPED AND CAULKED AT JOINTS FOAM BACKING ROD TWO PLY ROOFING MEMBRANE VOID BLOCKING AND GROUT PRECAST HOLLOW CORE FLOOR BEARING PADSET IN MIN. 1″ FROM FACE OF CONCRETE BLOCK FOAM BACKING ROD AND CAULKING FULLY GROUT ALL PARAPET UNITS BOND BEAM WATERPROOF TOP ONLY. CAULK JOINTS WHERE PRE-FABRICATED CAP ASSEMBLIES JOIN SEAL AT LOCATIONS WHERE VERTICAL REINFORCING STEEL PENETRATES FLASHING FULLY GROUT ALL UNITS IN PARAPET FLASHING NOTE: DO NOT USE DETAIL IN SEVERE WEATHERING APPLICATIONS FIGURE 50 PARAPET WITH METAL COPING FIGURE 51 PREFABRICATED MASONRY PARAPET CAP ARCHITEC DRYWALL VAPOUR BARRIER INSULATION STEEL STUD AIR BARRIER AIR SPACE CAULKING CAULKING VOID BLOCKING & GROUT REINFORCING STEEL INSULATION FLASHING DRYWALL VAPOUR BARRIER INSULATION STEEL STUD AIR BARRIER AIR SPACE CAULKING VOID BLOCKING & GROUT BEARING PAD SET IN MIN. 1″ FLASHING REINFORCING STEEL MASONRY TIE FOUNDATION WALL REINFORCING STEEL IN GROUTED BLOCK FIGURE 52 FLOOR – FOUNDATION JUNCTION FIGURE 53 NON – LOAD BEARING EXTERIOR WALL PLACE AIR BARRIER INSIDE THE FLASHING PLACE AIR BARRIER INSIDE THE FLASHING ARCHITEC CONCRETE FLOOR TOPPING FIGURE 54 EXTERIOR WALL – PRECAST HOLLOW CORE SLAB PARALLEL TO WALL PRECAST CONCRETE SLAB 8″ CONCRETE BLOCK WALL R/W 15 M @ 4′ O.C. VERTICAL TYPICAL FILL 1ST CORE W/ CONCRETE & R/W 10 M REINFORCING DOWELS @ 4′ O.C. 8″ x 16″ BOND BEAM R/W 2 – 15 M CONTINUOUS ARCHITEC CONTINUOUS GROUTED VERTICAL REINFORCING STEEL PRECAST HOLLOW CORE FLOOR CONCRETE TOPPING VOID BLOCKING AND GROUT REINFORCED BOND BEAM BEARING PAD SET IN MIN. 1″ REINFORCING STEEL DOWELS FIGURE 55 LOAD BEARING INTERIOR WALL ARCHITEC PROPRIETARY CONTROL JOINT END WEBS CUT TWO – 15M RODS GROUTED IN CORES (WILL VARY WITH SIZE OF BUILDING) POLYSTYRENE CONTROL FILLER OR BUTYL RUBBER RODS CAULKING E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. E.J. FIGURE 56 TYPICAL CONTROL JOINT PLACEMENT FIGURE 57 SINGLE – WYTHE HOLLOW BLOCK HORIZONTAL SECTION ARCHITEC FIGURE 58 SLAB CONNECTION EXPANSION JOINT FOR INFILL WALLS STEEL PLATE WELDED TO GUSSET PLATE @ MAX. 4′ O.C. CLIP ANGLE FASTENED WITH DRILLED IN PLACE FASTENER MAX. 4′ O.C. DRILLED IN INSERT OR EXPOSED SLEEVE WITH COMPRESSIBLE MATERIAL AT BOTTOM TO ALLOW FOR VERTICAL MOVEMENT OF THREADED ROD THREADED ROD FOR INFILL WALLS EXPANSION JOINT FIGURE 59 ALTERNATE SLAB CONNECTION DETAILS REINFORCING ROD ARCHITEC MASONRY TIE FLASHING STEEL BRICK SUPPORT ANGLE STEEL FRAME ANCHOR BOLT REINFORCING STEEL JOINT REINFORCEMENT CORES WITH REINFORCING STEEL TO BE GROUTED SOLID GROUT REINFORCING STEEL ANCHOR BOLT FIGURE 60 INSTALLED SOFFIT DETAIL FIGURE 61 PREFABRICATED SOFFIT PANEL ARCHITEC DETAIL 4 FIGURE 62 TYPICAL WOOD FRAME CONSTRUCTION APARTMENT BUILDING DETAIL 2 DRYWALL BATT INSULATION VAPOUR BARRIER STUD WALL BRICK VENEER 1″ AIR SPACE BUILDING PAPER EXTERIOR SHEATHING RIGID INSULATION DETAIL 3 TYPICAL WALL CONSTRUCTION VAPOUR BARRIER DRYWALL EXTERIOR SHEATHING STUD WALL BRICK VENEER 1″ AIR SPACE BUILDING PAPER BATT INSULATION DETAIL 1 TYPICAL WALL CONSTRUCTION WITH CAVITY INSULATION WITHOUT CAVITY INSULATION ARCHITEC TYPICAL WALL CONSTRUCTION BRICK VENEER AIR SPACE BUILDING PAPER EXTERIOR SHEATHING STUD WALL BATT INSULATION VAPOUR BARRIER DRYWALL L 4″ x 8″ x 1/2″ CONTINUOUS BRICK SUPPORT ANGLE CONNECT TO BEAM w/ 3/8″ DIA. THRU BOLTS SPACED @ 16″ O.C. FOR MAX. LENGTH OF 9′-8″ FLASHING FOAM ROD & CAULKING AT CONTROL JOINT WEEP HOLES @ 24″ O.C. PAC-TIE SYSTEM (PLATE ADJUSTER CONNECTOR TIE) BUILDING PAPER TO OVERLAP FLASHING WEEP HOLES @ 24″ O.C. FLASHING PARGING ON CONC. FOUNDATION DETAIL 2 DETAIL 1 FIGURE 63 DETAILS OF BRICK VENEER AT GROUND AND FLOOR LEVELS (UNINSULATED CAVITY) WEEP HOLES @ 24″ O.C. ARCHITEC BRICK WYTHE AIR SPACE BUILDING PAPER EXTERIOR SHEATHING STUD WALL BATT INSULATION VAPOUR BARRIER DRYWALL WINDOW FRAME FLASHING FIGURE 65 WINDOW OPENING WITH LOOSE ANGLE IRON LINTEL BUILT UP BEAM LOOSE ANGLE IRON LINTEL BEARING ON BRICK ON EACH SIDE OF WINDOW OPENING ADJUSTER TIE BUILDING PAPER TO OVERELAP FLASHING WEEP HOLES @ 24″ O.C. DETAIL 1 SIMILAR DETAIL 1 FIGURE 64 CORNER PLAN SEE TABLE 2 FOR SIZE OF LOOSE ANGLE IRON ARCHITEC TYPICAL WALL CONSTRUCTION BRICK VENEER AIR SPACE BUILDING PAPER EXTERIOR SHEATHING STUD WALL BATT INSULATION VAPOUR BARRIER DRYWALL L4″x 8″x 1/2″ CONTINUOUS BRICK SUPPORT ANGLE CONNECT TO BEAM w/ 3/8″ DIA. THRU BOLTS SPACED @ 16″ O.C. FOR MAX. LENGTH OF 9′-8″ FLASHING FOAM ROD & CAULKING AT CONTROL JOINT BUILDING PAPER TO OVERLAP FLASHING FLASHING DETAIL 4 DETAIL 3 FIGURE 66 DETAILS OF BRICK VENEER AT GROUND AND FLOOR LEVELS (INSULATED CAVITY) RIGID INSULATION SLOTTED SYSTEM PARGING ON METAL LATH ON RIGID INSULATION NOTE: WITH INCREASED THICKNESS OF RIGID INSULATION THE VAPOUR BARRIER CAN BE LOCATED TO THE OUTSIDE FACE OF THE EXTERIOR SHEATHING 8″ 8″ 16″ \A1;16″ \A1;8″ \A1;8″ ARCHITEC 16″ 8″ FIGURE 67 BRICK VENEER / CONCRETE BLOCK WALL – PARALLEL TO O.W.S.J. 8″ CONTINUE VAPOUR BARRIER OVER PARAPET ROOF MEMBRANE FIBREBOARD RIGID INSULATION VAPOUR BARRIER DRYWALL SHEATHING METAL ROOF DECKING SUPPORT METAL DECKING PARALLEL w/L76x76x6.4 CONTINUOUS WELDED TO 1/2″x1/2″x6″ LONG PLATE @ 24″ O.C. TYPICAL CONCRETE BLOCK r/w 15M @ 4′ O.C. VERT. TYPICAL VAPOUR BARRIER INSULATION AIR SPACE BRICK VENEER METAL CAP FLASHING FOAM ROD & CAULKING GROUT BLOCK SOLID WEEP/VENT HOLES @ 24″ O.C. 24″ 24″ 16″ \A1;16″ \A1;24″ \A1;24″ 16″ 24″ 24″ 8″ 8″ 8″ 16″ FIGURE 68 BRICK VENEER / CONCRETE BLOCK – O.W.S.J. CONNECTION ARCHITEC CONCRETE BLOCK VAPOUR BARRIER METAL FURRING CHANNELS DRYWALL BRICK VENEER RIGID INSULATION AIR SPACE METAL ROOF DECKING RIGID INSULATION ROOF MEMBRANE FIBREBOARD VAPOUR BARRIER DRYWALL SHEATHING OWSJ BLOCK SHEAR CONNECTORS ARCHITEC NTS 8″ 8″ 16″ \A1;16″ \A1;8″ \A1;8″ ARCHITEC 16″ 8″ FIGURE 69 BRICK VENEER / CONCRETE BLOCK – PARAPET DETAIL @ O.W.S.J. 8″ CONTINUE VAPOUR BARRIER OVER PARAPET ROOF MEMBRANE FIBREBOARD INSULATION VAPOUR BARRIER DRYWALL SHEATHING METAL ROOF DECKING OWSJ WELDED TO ANCHOR PLATE c/w 2- 5/8″ DIA x 16″ LONG ANCHORS PER PLATE STUDS @ 24″ O.C. TYPICAL BLOCK SHEAR CONNECTIONS METAL CAP FLASHING FOAM ROD GROUT BLOCK SOLID WEEP/VENT HOLES @ 24″ O.C. O.S.W.J. 8″ x 16″ REINFORCED BOND BEAM DETAIL BEARING PLATE AT PARAPET JOIST BEYOND 24″ 16″ \A1;16″ \A1;24″ 16″ 24″ 8″ 8″ 8″ FIGURE 70 BRICK VENEER / CONCRETE BLOCK – O.W.S.J. CONNECTION ARCHITEC CONCRETE BLOCK VAPOUR BARRIER METAL FURRING CHANNELS DRYWALL BRICK VENEER INSULATION AIR SPACE METAL ROOF DECKING INSULATION ROOF MEMBRANE FIBREBOARD VAPOUR BARRIER DRYWALL SHEATHING OWSJ BLOCK SHEAR CONNECTORS ARCHITEC NTS @ STEEL BEAM C:\ASG5\ARCHITEC\ARCHITEC ARCHITEC TIE CONNECTORS OWSJ ARCHITEC PROVIDE LINTEL CONNECTION 8″ 8″ 16″ SLOTTED RAP 8″ 16″ 16″ 8″ \A1;16″ \A1;16″ \A1;8″ \A1;8″ C:\ASG5\ARCHITEC\ARCHITEC ARCHITEC 16″ 16″ FIGURE 71 BRICK VENEER / CONCRETE BLOCK – PARAPET DETAIL @ O.W.S.J. CONTINUE VAPOUR BARRIER UNDER PARAPET CONSTRUCTION METAL FURRING CHANNELS DRYWALL SHEATHING VAPOUR BARRIER INSULATION BLOCK SHEAR CONNECTIONS SLOTTED RAP – TIE CONNECTOR METAL CLIP FASTENED TO STEEL BEAM FOR DEFLECTION AIR SPACE BRICK VENEER OWSJ WEEP / VENT HOLES @ 24″ O.C. STEEL BEAM ARCHITEC SHEAR CONNECTOR SLOTED CONNECTOR 8″ 8″ MAX. GROUT SOLID 16″ 8″ 8″ \A1;8″ \A1;16″ \A1;8″ \A1;GROUT SOLID FLASHING BLOCK SHEAR CONNECTIONS GRID ARCHITEC CONCRETE BLOCK VAPOUR BARRIER INSULATION AIR SPACE BRICK VENEER CONTINUOUS L 4″ x 4″x 1/2″ W/10mm OUTRIGGERS C/W 8″x 4″x 1/2″ WELD PLATE W/2-6/8 DIA x 6″ LONG ABCHOR BOLTS @ 24″ O.C. FIGURE 72 BRICK VENEER / CONCRETE BLOCK – AT FOUNDATION 8″ 16″ GRID FLASHING CONTINUOUS L4″ x 4″ x 1/2″ W/10mm OUTRIGGERS C/W 8″x 4″x 1/2″ WELD PLATE W/2- 6/8″ DIA x 6″ LONG ABCHOR BOLTS @ 24″ O.C. FIGURE 73 BRICK VENEER / CONCRETE BLOCK – AT FOUNDATION BOND BEAM 8″ 5″ CONCRETE FLOOR SLAB 6″ COMPACTED GRANULAR FILL, COMPACTED BASE PARGING 2-20M CONTINUOUS TOP & BOTTOM GROUT SOLID CONTINUOUS 1-15M BAR CONTINUOUS IF REQUIRED 8″ 8″ \A1;8″ \A1;8″ ARCHITEC GRID FLASHING FIGURE 75 BRICK VENEER / CONCRETE BLOCK – AT FOUNDATION PARGING 8″ CONCRETE BLOCK WALL r/w 15M @ 4′ O.C. VERTICAL TYPICAL BLOCK SHEAR CONNECTOR CONTINUOUS L 4″ x 4″x 1/2″ TYPICAL CONNECT TO WALL W/ 10mm OUTRIGGERS AND 8″x 4″x 1/2″ WELD PLATE w/2 – 1/2 DIA x 6″ LONG STUDS @ 24″ O.C. FIGURE 74 BRICK VENEER/CONCRETE BLOCK – AT FOUNDATION FLASHING GRID COMPACTED BASE 5″ CONCRETE FLOOR SLAB 6″ COMPACTED GRANULAR FILL VAPOUR BARRIER CONCRETE BLOCK WALL RIGID INSULATION BRICK VENEER AIR SPACE BLOCK SHEAR CONNECTOR WEEP/VENT HOLES @ 24″ O.C. 8″ 24″ 8″ \A1;24″ \A1;8″ FIGURE 76 BRICK VENEER / STEEL STUD – O.W.S.J. 24″ 8″ 16″ 24″ 8″ 8″ 16″ C:\ASG5\ARCHITEC\ARCHITEC ARCHITEC OWSJ STEEL BEAM ARCHITEC DRYWALL VAPOUR BARRIER STEEL STUDS @ 16″ O.C. DRYWALL SHEATHING INSULATION 1″ AIR SPACE BRICK VENEER STUD SHEAR CONNECTORS OWSJ METAL ROOF DECKING DRYWALL SHEATHING VAPOUR BARRIER INSULATION FIBREBOARD ROOF MEMBRANE WEEP / VENT HOLES @ 24″ O.C. SLOTTED TIES ABOVE THE STEEL BEAM DOUBLE TRACK TO ALLOW FOR DEFLECTION OF THE STEEL BEAM SEE DETAIL 77 24″ 8″ 8″ 16″ \A1;16″ \A1;8″ \A1;8″ C:\ASG5\ARCHITEC\ARCHITEC ARCHITEC 16″ 8″ FIGURE 77 BRICK VENEER / STEEL STUD – PARAPET DETAIL @ O.W.S.J. 8″ CONTINUE VAPOUR BARRIER UNDER PARAPET CONSTRUCTION SLOTTED RAP – TIE CONNECTOR DOUBLE TRACK SUPPORT FOR FOR DEFLECTION OF STEEL BEAM OWSJ WEEP / VENT HOLES @ 24″ O.C. STEEL BEAM ARCHITEC CONTINUE VAPOUR BARRIER UNDER PARAPET CONSTRUCTION DOWN FACE OF EXTERIOR WALL RETURN VAPOUR BARRIER UNDER BEAM TO INTERIOR FACE OF STEEL STUD PARTITION AIR BARRIER ARCHITEC DRYWALL VAPOR BARRIER STUD WALL BATT INSULATION EXTERIOR SHEATHING BUILDING PAPER 1″ AIR SPACE BRICK VENEER BRICK TIES 16″ O.C. HORIZONTAL 24″ O.C. VERTICAL FLASHING FIGURE 78 TYPICAL BRICK ANGLE SUPPORT DETAIL FOR GARAGE OPENING BUILT UP BEAM AS REQUIRED DRYWALL VAPOR BARRIER STUD WALL BATT INSULATION EXTERIOR SHEATHING BUILDING PAPER 1″ AIR SPACE BRICK VENEER RIGID INSULATION BRICK TIES 16″ O.C. HORIZONTAL 24″ O.C. VERTICAL FLASHING ANGLE SPACERS @ 16″ O.C. ATTACHED TO BUILT UP BEAM WITH 3/8″ DIAMETER LAG BOLTS @ 16″ O.C. PROVIDE MIN. 4″ IMBEDMENT CASE #2 CAVITY INSULATION CASE #1 NO CAVITY INSULATION L 4″x 4″x 1/2″ CONTINUOUS STEEL ANGLE ATTACHED TO BUILT UP BEAM WITH 1/2″ DIA. LAG BOLTS @ 16″ O.C. PROVIDE MIN. 4″ EMBEDMENT SECTION X – X 2 5/8″ 22 GA. HOT DIPPED GALV. CORRUGATED STRIP TIES 22 GA. HOT DIPPED GALV. CORRUGATED STRIP TIES ARCHITEC (172Kg) FOR BRICK WORK SEE FIGURE 80 METAL STOPS WELDED TO SHELF ANGLE TO PREVENT BRICK SLIDING @ 2′ O.C. EXTERIOR SHEATHING BUILDING PAPER 1″ AIR SPACE BRICK VENEER (TYPICALLY OVER ATTACHED GARAGES) FIGURE 79 BRICK VENEER SUPPORTED BY TRUSS ADDITIONAL LOAD OF (35psf) DESIGN GIRDER TRUSS FOR ABOVE 1/2″ d BARS AT 16″ TO 24″ O.C. ARCHITEC BRICK VENEER 1″ AIR SPACE BUILDING PAPER EXTERIOR SHEATHING STUD WALL BATT INSULATION VAPOR BARRIER DRYWALL FLASHING L 4″ x 4″ x 1/2″ CONTINUOUS BRICK SUPPORT ANGLE WELDED TO STEEL SUPPORTS L 4″ x 4″ x 1/2″ CONTINUOUS BRICK SUPPORT ANGLE C/W L 6″ x 6″ x 3/8″ x 8″ LONG CLIP ANGLES AT EACH STUD (2 x 6 STUD WALLS) OR L 4″ x 4″ x 3/8″ x 8″ LONG CLIP ANGLES AT EACH STUD (2 x 4 STUD WALLS) ADD 6″ x 6″ SOLID BLOCKING (2 x 6 STUD WALLS) ADD 6″x 6″ SOLID BLOCKING (2 x 4 STUD WALLS) BETWEEN STUDS AT CLIP ANGLES TYPICAL L 6″ x 6″ x 1/2″ x8″ LONG CLIP ANGLES (2 X 6 STUD WALLS) OR L 4″x 4″ x 1/2″ x 8″ LONG CLIP ANGLES (2 x 4 STUD WALLS) ATTACHED TO EACH WOOD STUD WITH 2- 5/8″ DIAMETER BOLTS X SECTION X – X PLAN FIGURE 80 ALTERNATE BRICK VENEER SUPPORTED BY TRUSS (TYPICALLY OVER ATTACHED GARAGES) X ARCHITEC DESIGN GIRDER TRUSS FOR ADDITIONAL LOAD OF 40 psf (172 kg) FOR BRICK WORK ABOVE EXTERIOR SHEATHING BUILDING PAPER 1″ AIR SPACE BRICK VENEER METAL STOPS WELDED TO SHELF ANGLE TO PREVENT BRICK SLIDING @ 2′ O.C. (TYPICALL OVER ATTACHED GARAGES) FIGURE 81 ISOMETRIC THROUGH BRICK VENEER SUPPORTED BY TRUSS DETAIL NOT APPLCABLE FOR SLOPES GREATER THAN 30 DEGREES FROM SEE FIGURE 80 ALTERNATE FOR ANGLE ATTACHMENT HORIZONTAL FOR ANGLE ATTACHMENT SEE FIGURE 80 ALTERNATE ARCHITEC ROOFING ROOFING PAPER PLYWOOD SHEATHING ROOF TRUSSES L 4″x 4″x 1/2″ CONTINUOUS BRICK SUPPORT ANGLE C/W THRU BOLTS @ 16″ O.C. ADD DOUBLE SOLID BLOCKING BETWEEN STUDS AS SHOWN FLASHING L 4″x 4″x 1/2″ CONT. STEEL BRICK SUPPORT ANGLE C/W THRU BOLTS @ 16″ O.C. DOUBLE STUD FRAMING L 2″x 2″x 1/2″ CLIP ANGLES FASTENED WITH 3/8 DIAMETER LAG BOLTS @ 3″ LONG FIGURE 82 SECTION THROUGH ALTERNATE BRICK VENEER SUPPORT BY TRUSS (TYPICALLY OVER ATTACHED GARAGES) NAIL BLOCKING TO THE FRAME WITH SPIKES 1′-0″ \A1;1′-0″ ARCHITEC WEEP HOLES @ 24″ O.C. FOAM ROD AND CAULKING BRICK VENEER 1″ AIR SPACE BUILDING PAPER EXTERIOR SHEATHING STUD WALL BATT INSULATION VAPOR BARRIER DRYWALL BRICK TIES SPACED 16″ O.C. HORIZONTAL 24″ O.C. VERTICAL FLASHING RIGID INSULATION DAMP-PROOFING TYPICAL BRICK ANGLE SUPPORT DETAIL AT STUD WALL FOR WINDOW OPENINGS VENT HOLES @ 24″ O.C. FIGURE 83 TYPICAL WALL SECTION 36′ MAX. HEIGHT TYPICAL BRICK ANGLE SUPPORT DETAIL 1′-0″ 1′ \A1;1′ ARCHITEC FIGURE 84 ALTERNATE BRICK DETAIL @ SOFFIT 1″ AIR SPACE BUILDING PAPER EXTERIOR SHEATHING STUD WALL BATT INSULATION VAPOR BARRIER DRYWALL INSULATION STOP BRICK VENEER 1′ MAX. 16″ MAX. \A1;16″ MAX. ARCHITEC 1″ AIR SPACE BUILDING PAPER EXTERIOR SHEATHING STUD WALL BATT INSULATION VAPOR BARRIER DRYWALL BRICK VENEER (TYPE S OR N MORTAR) 22 ga. STANDARD CORRUGATED STRIP TIES SPACED 16″ O.C. HORIZONTAL & 24″ O.C. VERTICAL FLASHING WEEP HOLES @ 24″ O.C. BRICK SUPPORT ANGLE L 4″x 4″x 1/2″ CONTINUOUS C/W ANCHOR BOLTS AS REQUIRED SEE TABLE 1 FIGURE 85 TYPICAL STEEL SHELF ANGLE BRICK SUPPORT DAMP-PROOFING RIGID INSULATION FIRST TIE TO BE NO MORE THAN 16″ FROM THE BOTTOM 16″ MAX. 16″ \A1;16″ ARCHITEC WEEP HOLES @ 24″ O.C. BRICK VENEER 1″ AIR SPACE BUILDING PAPER EXTERIOR SHEATHING STUD WALL BATT INSULATION VAPOR BARRIER DRYWALL 22 ga. STANDARD CORRUGATED STRIP TIES SPACED 16″ O.C. HORIZONTAL & 24″ O.C. VERTICAL PARGING TO 1′ BELOW GRADE FOUNDATION WALL STUD FURRING BATT INSULATION VAPOR BARRIER DRYWALL FLASHING FIGURE 86 TYPICAL CONCRETE FOUNDATION WALL BRICK SUPPORT DETAIL 16″ 16″ 1′ \A1;1′ \A1;16″ ARCHITEC WEEP HOLES @ 24″ O.C. BRICK TIES SPACED 16″ O.C. HORIZONTAL 24″ O.C. VERTICAL FLASHING RIGID INSULATION DAMP-PROOFING TYPICAL BRICK ANGLE SUPPORT DETAIL AT STUD WALL FOR WINDOW OPENINGS FOAM BACKING ROD AND CAULKING VENT HOLES @ 24″ O.C. 36′ MAX. HEIGHT BRICK VENEER 1″ AIR SPACE BUILDING PAPER EXTERIOR SHEATHING STUD WALL BATT INSULATION VAPOR BARRIER DRYWALL TYPICAL BRICK ANGLE SUPPORT DETAIL FIGURE 87 WALL SECTION WITH INSULATION IN THE CAVITY BRICK TIES NO MORE THAN 1′-0″ FROM TOP & 16″ FROM BOTTOM 1′ MAX. 16″ ARCHITEC FIGURE 88 STEEL SHELF ANGLE BRICK SUPPORT DETAIL 1″ AIR SPACE BUILDING PAPER EXTERIOR SHEATHING STUD WALL BATT INSULATION VAPOR BARRIER DRYWALL BRICK VENEER (TYPE S OR N MORTAR) BRICK TIES SPACED 16″ O.C. HORIZONTAL & 24″ O.C. VERTICAL L 4″x 4″x 1/2″ CONTINUOUS SEE TABLE 1 STEEL ANGLE WITH WELDED SPACER PLATE (GUSSET) @ 16″ O.C. C/W ANCHOR BOLTS AS REQ’D WEEP HOLES @ 24″ O.C. FLASHING RIGID INSULATION DAMP-PROOFING WITH CAVITY INSUALTION 16″ MAX. \A1;16″ MAX. ARCHITEC MASONRY TIES STANDARD 22 ga. CORRUGATED STRIP TIES MUST NOT BE USED WHEN CAVITY LARGER THAN 1″ INCLUDING INSULATION DRYWALL VAPOR BARRIER STUD WALL BATT INSULATION EXTERIOR SHEATHING BUILDING PAPER RIGID INSULATION 1″ AIR SPACE BRICK VENEER BUILT UP BEAM AS REQUIRED FOR SMALL OPENINGS USE LOOSE ANGLE IRON AS PER ATTACHED TABLE 2 NOTE: BRICK TIES * SPACED 16″ O.C. HORIZONTAL 24″ O.C. VERTICAL FLASHING BRICK SUPPORT ANGLE L 4″ x 4″x 1/2″ CONTINUOUS WITH ANGLE SPACERS @ 16″ O.C. ATTACHED TO BUILT UP BEAM WITH 1/2″ DIA. LAG BOLTS @ 16″ o.c. PROVIDE MIN. 4″ IMBEDMENT FIGURE 89 STEEL SHELF ANGLE BRICK SUPPORT DETAIL AT STUD WALL FOR WINDOW OPENINGS 16″ MAX. ARCHITEC DESIGN OF WOOD FLOOR JOISTS AS REQUIRED FOUNDATION WALL See figure 16 FIGURE 90 BRICK SHELF ANGLE SUPPORT DETAIL FOR BAY WINDOW GRID REINF. CONCRETE SLAB WELD PLATES CAST INTO SLAB MORTAR JOINT BETWEEN BLOCK & CONC. SLAB IF LOAD BEARING ETHAFOAM ROD & CAULKING IF NOT HSS SUPPORT BRACKET WELDED TO SLAB EDGE WELD PLATES CONTINUOUS FLEXIBLE FLASHING ADHERED TO AIR BARRIER WEEP/VENT HOLES @ 600mm O.C. BOLTED CONNECTION:- HOR. SLOT IN STEEL VERT. SLOT IN HSS BRACKET STEEL SHIMS AS REQD. SEALANT IN 15mm JOINT CONT. STEEL SHELF ANGLE BRICK SHEAR CONNECTOR FULLY IMBEDDED IN MORTAR JOINT BRICK VENEER AIR SPACE RIGID INSULATION CONT. AIR BARRIER CONCRETE BLOCK Figure 2 BRICK VENEER / CONCRETE BLOCK DETAIL AT SLAB EDGE LOAD BEARING BRICK VENEER 25 mm AIR SPACE BUILDING PAPER EXTERIOR SHEATHING STUD WALL BATT INSULATION VAPOR BARRIER DRYWALL FOUNDATION WALL JOIST BLOCKING BRICK TIES AS PER CSA CAN3-A370 SPACED 400 mm O.C. HORIZONTAL 600 mm O.C. VERTICAL L 100 x 100 x 10 CONTINUOUS BRICK SUPPORT ANGLE CONNECT TO BEAM WITH 10 mm DIAMETER THRU BOLTS SPACED @ 400 mm O.C. Figure 16 Section through typical brick shelf angle support detail for bay window 70 mm ARCHITEC BRICK VENEER 1″ AIR SPACE BUILDING PAPER EXTERIOR SHEATHING STUD WALL BATT INSULATION VAPOR BARRIER DRYWALL FOUNDATION WALL JOIST BLOCKING BRICK TIES SPACED 16″ O.C. HORIZONTAL 24″ O.C. VERTICAL L 4″x 4″x 1/2″ CONTINUOUS BRICK SUPPORT ANGLE CONNECT TO BEAM WITH 3/8 DIAMETER THRU BOLTS SPACED @ 16″ O.C. FIGURE 91 SECTION THROUGH TYPICAL BRICK SHELF ANGLE SUPPORT DETAIL FOR BAY WINDOW 3″ ARCHITEC BRICK VENEER 1″ AIR SPACE BUILDING PAPER EXTERIOR SHEATHING STUD WALL BATT INSULATION VAPOR BARRIER DRYWALL BRICK TIES SPACED 16″ O.C. HORIZONTAL 24″ O.C. VERTICAL L 4″ x 8″ x 1/2″ CONTINUOUS BRICK SUPPORT ANGLE CONNECT TO BEAM WITH 3/8 DIAMETER THRU BOLTS SPACED @ 16″ O.C. FIGURE 92 ALTERNATE SECTION THROUGH TYPICAL BRICK SHELF ANGLE SUPPORT DETAIL FOR BAY WINDOW PARGING ON METAL LATH RIGID INSULATION VAPOUR BARRIER CONCRETE FOUNDATION WALL PLYWOOD SUBFLOOR ON TRUSS JOIST FLOOR SYSTEM WOOD BLOCKING ARCHITEC L 4″ x 4″ x 1/2″ CONTINUOUS BRICK SUPPORT ANGLE CONNECT TO BEAM WITH 3/8 DIAMETER THRU BOLTS SPACED @ 16″ O.C. FOR MAXIMUM LENGTH OF 2′-8″ BRICK VENEER JOIST BLOCKING NAIL WITH 4″ SPIKES TOP & BOTTOM FASTEN WITH 3/8 DIAMETER x 3″ LONG LAG BOLTS @ CLIP ANGLES FIGURE 93 TYPICAL BRICK ANGLE SUPPORT DETAIL FOR BAY WINDOW ARCHITEC L 4″ x 8″ x 1/2″ CONTINUOUS BRICK SUPPORT ANGLE CONNECT TO BEAM WITH 3/8″ DIAMETER THRU BOLTS SPACED @ 12″ O.C. FOR MAXIMUM LENGTH OF 2′-8″ BRICK VENEER BLOCKING NAIL WITH 4″ SPIKES & LAG BOLTS TOP & BOTTOM (SEE DET. 94) FASTEN WITH 3/8″ DIAMETER x 3″ LONG LAG BOLTS @ CLIP ANGLES TRUSSJOIST FLOOR SYSTEM EACH SIDE OF TRUSSJOIST WEB BOLTED w/ 3/8 DIA. c/w WOOD BLOCKING ON WOOD BLOCKING ON BOTH SIDE OF TRUSSJOIST WEB BOLTED w/ 3/8 THRU NAIL THRU TOP & BOTTOM CHORDS OF TRUSSJOIST MEMBERS INTO WOOD WEB BLOCKING w/ 4″ SPIKES CLIP ANGLE c/w 3/8 DIA. X 3″ LONG LAG BOLTS FIGURE 94 ALTERNATE BRICK ANGLE SUPPORT DETAIL AND ISOMETRIC FOR BAY WINDOW THRU BOLTS BOLTS ARCHITEC WEEP HOLES @ 24″ O.C. BRICK VENEER AIRM SPACE BUILDING PAPER EXTERIOR SHEATHING STUD WALL BATT INSULATION VAPOR BARRIER DRYWALL 22 ga. CORRUGATED STRIP TIES SPACED 16″ O.C. HORIZONTAL & 24″ O.C. VERTICAL FLASHING FIGURE 95 TYPICAL STEEL SHELF ANGLE BRICK SUPPORT-PARALLEL WITH TRUSS JOIST FLOOR SYSTEM L 4″ x 8″ x 1/2″ CONTINUOUS BRICK SUPPORT ANGLE CONNECT TO BEAM WITH 3/8 DIAMETER THRU BOLTS SPACED @12″ O.C. TRUSSJOIST FLOOR SYSTEM PLYWOOD SUBFLOOR ON BUILDING PAPER TO OVERLAP FLASHING WOOD BLOCKING ON EACH FASTENED W/10mm DIA. SIDE OF TRUSSJOIST WEB THRU BOLTS PARGING ON CONC. FOUNDATION ARCHITEC Figure 96 Window opening with loose angle iron lintel WINDOW FRAME FLASHING L 4″x 4″x 1/2″ LOOSE ANGLE IRON LINTEL BEARING ON BRICK ON EACH SIDE OF WINDOW OPENING LAP BUILDING PAPER OVER FLASHING INSULATION STOP (SEE TABLE 2 FOR MAXIMUM ALLOWABLE SPANS FOR LOOSE ANGLES) ARCHITEC TIE SPACING 24″ O.C. VERTICAL (MAXIMUM) 12″ O.C. HORIZONTAL (MAXIMUM) FROM THE EDGE OF THE OPENINGS CONTINUOUS STEEL ANGLE EXPANSION JOINT EXPANSION JOINT FIGURE 2 BRICK VENEER OVER GARAGE DOOR OPENING X X CUT VERTICAL LEG OF STEEL ANGLE TO FACILITATE FORMING OF ARCH DET.00 DET.1 SEE STRUCTURAL DG. SEE 06 LAY OUT-B BRICK WALL BRICK WALL