Masonry Detailing Series by Scott Conwell, AIA, CDT, LEED AP BD C

version 3.4

Masonry Detailing Series The Masonry Detailing Series (MDS) is an exhaustive collection of illustrative construction details and diagrams produced by International Masonry Institute (IMI) for architects and engineers to use as a design resource. This compilation includes hundreds of details for brick, block, and stone masonry systems, as well as details for ceramic tile, marble, terrazzo, plaster, rain screen systems, terra cotta, AAC, and masonry restoration. The details are developed by IMI’s technical team of architects and engineers, and are reviewed by International Masonry Training and Education Foundation (IMTEF) masonry apprentice instructors, Bricklayers and Allied Craftworkers (BAC) journeyman craftworkers, and BAC union contractors to ensure constructability.

IMI

introduced MDS in 2006 on its website, www.imiweb.org, and since that time they have actively supported the

series, updating details and adding new content several times per year. With IMI’s leadership in the BIM-M (BIM for Masonry) task force, many of these details will soon be made available for BIM software on a variety of platforms. Users can currently access the Masonry Detailing series free of charge from IMI’s home page or www.masonrydetails.org.

Brick 010

Single Wythe

020

Composite

030

Anchored Veneer - Masonry Backup

040

Anchored Veneer - Steel Stud Backup

Brick

050

Anchored Veneer - Wood Stud Backup

Concrete block

060

Anchored Veneer - Other Backup

Stone, rough

070

Adhered Veneer - Masonry Backup

Stone, dimensional

080

Adhered Veneer - Steel Stud Backup

Tile

090

Adhered Veneer - Wood Stud Backup

Terrazzo

100

Adhered Veneer - Other Backup

Cement

110

Rain Screen Wall

Plaster / Stucco

120

Structural Masonry

Restoration

130

Flooring - Interior

Terra Cotta

140

Paving - Exterior

Refractory

150

Landscape Walls

AAC

160

Fireplaces & Chimneys

Precast Concrete

210

Training Mockups

Accessories

220

Apprentice Contests

Structural Steel

310

Building Models

Cast-in-Place Conc.

400

Wall Type Analysis

Metal Siding

410

Diagrams

Wall Type Analysis

510

Modular/Bonding

Building Model

610

Sustainability / Energy-Efficiency

CONCEPTUAL WALL SECTION DETAIL 01.030.0101

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

AIR/MOISTURE/VAPOR BARRIER AS REQUIRED

HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C. RIGID INSULATION GROUT & REINFORCEMENT AS REQUIRED

MECH. FASTENED TERMINATION BAR W/ CONT. SEALANT @ TOP

CONCRETE MASONRY BACKUP BRICK VENEER FLEXIBLE FLASHING – SEAL & ADHERE TO DRIP EDGE WEEP VENT INSERTS DRIP EDGE – SEAL AND ADHERE TO FOUNDATION

BASE OF WALL DETAIL DETAIL 01.030.0301

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

AIR/MOISTURE/VAPOR BARRIER AS REQUIRED HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C. RIGID INSULATION GROUT & REINFORCEMENT AS REQUIRED

MECH. FASTENED TERMINATION BAR W/ CONT. SEALANT @ TOP

CONCRETE MASONRY BACKUP BRICK VENEER FLEXIBLE FLASHING – SEAL & ADHERE TO DRIP EDGE

MORTAR DROPPING COLLECTION DEVICE (MDCD) WEEP VENT INSERTS DRIP EDGE – SEAL AND ADHERE TO FOUNDATION

BASE OF WALL DETAIL DETAIL 01.030.0302

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

AIR/MOISTURE/VAPOR BARRIER AS REQUIRED

HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C. RIGID INSULATION GROUT & REINFORCEMENT AS REQUIRED

MECH. FASTENED TERMINATION BAR W/ CONT. SEALANT @ TOP

CONCRETE MASONRY BACKUP BRICK VENEER FLEXIBLE FLASHING FLUSH W/ OUTSIDE FACE OF BRICK

MORTAR DROPPING COLLECTION DEVICE (MDCD) WEEP VENT INSERTS

BASE OF WALL DETAIL DETAIL 01.030.0303

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

AIR/MOISTURE/VAPOR BARRIER AS REQUIRED

HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C. RIGID INSULATION GROUT & REINFORCEMENT AS REQUIRED

BRICK VENEER

CONCRETE MASONRY BACKUP

WEEP VENTS AT 2ND COURSE FOR AIR CIRCULATION RECOMMENDED

DRAINAGE FLASHING SYSTEM

ADDITIONAL WEEP VENT INSERTS RECOMMENDED WEEPS INTEGRAL TO DRAINAGE FLASHING SYSTEM

BASE OF WALL DETAIL DETAIL 01.030.0304

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

AIR/MOISTURE/VAPOR BARRIER AS REQUIRED

HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C. RIGID INSULATION GROUT & REINFORCING AS REQUIRED AIR/MOISTURE/VAPOR BARRIER TO SEAL TRANSITION MEMBRANE RUBBERIZED ASPHALT TRANSITION MEMBRANE OVER TERM. BAR

CONCRETE MASONRY BACKUP BRICK VENEER

PROPRIETARY DRAINGAGE FLASHING SYSTEM W/ INTEGRAL DRIP EDGE, TERM. BAR & WEEP SYSTEM

ADDITIONAL WEEP VENT INSERTS AS REQ’D FOR VENILATED WALL MESH WEEPS INTEGRAL TO PROPRIETARY DRAINAGE FLASHING SYSTEM

FOUNDATION DETAIL DETAIL 01.030.0304

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

AIR/MOISTURE/VAPOR BARRIER AS REQUIRED

HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C. RIGID INSULATION GROUT & REINFORCEMENT AS REQUIRED

RETURN FLASHING INTO BED JOINT OF BLOCK CONCRETE MASONRY BACKUP

BRICK VENEER FLEXIBLE FLASHING – SEAL & ADHERE TO DRIP EDGE WEEP VENT INSERTS DRIP EDGE – SEAL AND ADHERE TO FOUNDATION

BASE OF WALL DETAIL DETAIL 01.030.0305

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

AIR/MOISTURE/VAPOR BARRIER AS REQUIRED

HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C. RIGID INSULATION GROUT & REINFORCEMENT AS REQUIRED RETURN FLASHING INTO BED JOINT OF BLOCK

CONCRETE MASONRY BACKUP

BRICK VENEER FLEXIBLE FLASHING – SEAL & ADHERE TO DRIP EDGE

MORTAR DROPPING COLLECTION DEVICE (MDCD) WEEP VENT INSERTS DRIP EDGE – SEAL AND ADHERE TO FOUNDATION

BASE OF WALL DETAIL DETAIL 01.030.0306

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

AIR/MOISTURE/VAPOR BARRIER AS REQUIRED

HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C. RIGID INSULATION GROUT & REINFORCEMENT AS REQUIRED

MECH. FASTENED TERMINATION BAR W/ CONT. SEALANT @ TOP

BRICK VENEER CONCRETE MASONRY BACKUP MORTAR DROPPING COLLECTION DEVICE (MDCD)

METAL FLASHING W/ INTEGRAL DRIP EDGE – SEAL AND ADHERE TO FOUNDATION

WEEP VENT INSERTS

BASE OF WALL DETAIL DETAIL 01.030.0311

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

CONCRETE MASONRY BACKUP

RIGID INSULATION GROUT & REINFORCEMENT AS REQUIRED

HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.

METAL FLASHING RECEIVER SET IN CMU BED JOINT

BRICK VENEER

METAL FLASHING W/ INTEGRAL DRIP EDGE – SEAL AND ADHERE TO FOUNDATION

WEEP VENT INSERTS

BASE OF WALL DETAIL DETAIL 01.030.0312

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

CONCRETE MASONRY BACKUP RIGID INSULATION AIR/MOISTURE/VAPOR BARRIER AS REQUIRED GROUT & REINFORCEMENT AS REQUIRED BRICK VENEER HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.

T/ BRICK LEDGE

T/FDTN.

4” MIN.

MORTAR DROPPING COLLECTION DEVICE (MDCD) FLASHING SYSTEM

GRADE TO SLOPE AWAY FROM WALL

FOUNDATION

BELOW-GRADE INSULATION AND WATERPROOFING

BASE OF WALL DETAIL DETAIL 01.030.0321

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

CONCRETE MASONRY BACKUP RIGID INSULATION AIR/MOISTURE/VAPOR BARRIER AS REQUIRED GROUT & REINFORCEMENT AS REQUIRED BRICK VENEER

HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C. MORTAR DROPPING COLLECTION DEVICE (MDCD) FLASHING SYSTEM T/FDTN.

GRADE TO SLOPE AWAY FROM WALL

GROUT OR MORTAR FILL FOUNDATION

WATER RESISTANT SURFACE TREATMENT AT BRICK BELOW GRADE BELOW-GRADE INSULATION AND WATERPROOFING

BASE OF WALL DETAIL DETAIL 01.030.0322

T/ BRICK LEDGE

WOOD BLOCKING FOR WINDOW ANCHORAGE

ALTERNATE FLASHING LOCATION WINDOW STOOL NOT SHOWN

WINDOW ASSEMBLY

RIGID FLASHING TO SPAN ACROSS DRAINAGE CAVITY

FLASHING END DAM

RIGID INSULATION HORIZONTAL JOINT REINFORCEMENT

MASONRY EXPANSION JOINT AS REQUIRED

MASONRY SILL W/ 1/8” x 1/8” CONT. SAW-CUT DRIP

SILL DETAIL DETAIL 01.030.0401

WINDOW ASSEMBLY WINDOW STOOL STONE OR PRECAST CONC. SILL W/ 1/8” W. x 1/8” H. CONT. SAW-CUT DRIP THRU-WALL FLASHING W/ 2” MIN. VERTICAL END DAMS, EA. END; SUPPORT FLASHING ACROSS CAVITY IF FLEXIBLE FLASHING IS USED

CUT BLOCK INTERIOR FINISH

KEY DETAIL

SILL DETAIL DETAIL 01.030.0402

CAVITY INSUL. 2” AIR SPACE RECOMMENDED; 1” AIR SPACE MIN. REQ’D BY CODE FOR VENEERS

SELF SUPPORTING BRICK RETURN AT JAMB TOOTHED INTO OUTER WYTHE TO FORM 4” CANTILEVER

SILL NOT SHOWN

EXTERIOR VIEW

CAVITY VIEW

UNSUPPORTED BRICK RETURN AT JAMB DETAIL 01.030.0501

EXTERIOR VIEW

INTERIOR VIEW

WINDOW JAMB & SILL DETAIL S DETAIL 01.030.0502

INTERIOR FINISH

HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES WINDOW STOOL

BLOCKING

WINDOW ASSEMBLY

3D VIEW 2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

WINDOW SILL BRICK VENEER AIR/WATER/VAPOR BARRIER AS REQ’D

CONCRETE MASONRY BACKUP

FLASHING UNDER SILL W/ VERTICAL END DAM @ BOTH ENDS OF SILL

RIGID INSULATION

WINDOW JAMB DETAIL DETAIL 01.030.0502.2D

INTERIOR VIEW

DETAIL FEATURES • LOOSE LINTEL AT BRICK • BOND BEAM AT BLOCK • LIGHT GAUGE SUPPORT ACROSS CAVITY

HEAD DETAIL DETAIL 01.030.0601

EXTERIOR VIEW

DETAIL FEATURES • LOOSE LINTEL AT BRICK • STEEL ANGLES AT BLOCK • LIGHT GAUGE SUPPORT ACROSS CAVITY

HEAD DETAIL DETAIL 01.030.0603

EXTERIOR VIEW

INTERIOR VIEW

DETAIL FEATURES • PLATE WELDED TO I-BEAM • CUT BLOCK AROUND BEAM

HEAD DETAIL DETAIL 01.030.0604

HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES THRU-WALL FLASHING W/ METAL DRIP EDGE SET IN MASTIC OR SEALANT

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS RIGID INSUL.

ADJUSTABLE SHELF ANGLE

WEEP/VENT ADJUSTABLE SHELF ANGLE

TYPICAL FACE BRICK ABOVE & BELOW ANGLE SEALANT & BACKER ROD COMPRESSIBLE FILLER, OPTIONAL

SHELF ANGLE DETAIL DETAIL 01.030.0701

HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

THRU-WALL FLASHING W/ METAL DRIP EDGE SET IN MASTIC OR SEALANT RIGID INSUL.

WEEP/VENT ADJUSTABLE. SHELF ANGLE LIPPED BRICK, OPTIONAL SEALANT & BACKER ROD COMPRESSIBLE FILLER, OPTIONAL

SHELF ANGLE DETAIL DETAIL 01.030.0702

HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES THRU-WALL FLASHING RIGID INSUL. MECH. FASTENED TERM. BAR

ADJUSTABLE SHELF ANGLE

WEEP VENT

METAL DRIP EDGE SET IN MASTIC OR SEALANT

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

SHELF ANGLE DETAIL DETAIL 01.030.0703

TYP. FACE BRICK ABOVE AND BELOW ANGLE SEALANT & BACKER ROD COMPRESSIBLE FILLER, OPTIONAL

CMU BACKUP CAVITY INSUL.

FACE BRICK

THRU-WALL FLASHING ROOF MEMBRANE

CUT BLOCK BELOW FLASHING

COUNTERFLASHING SHEET METAL RECEIVER

THRU-WALL FLASHING

WEEP VENT

TERMINATION BAR W/ CONT. SEALANT ROOF STRUCTURE HORIZONTAL JOINT REINF. @ 16” O.C. W/ INTEGRAL WALL TIES

ROOF DETAIL DETAIL 01.030.0751

MASONRY COPING: LIMESTONE, CAST STONE, CALCIUM SILICATE, OR PRECAST CONCRETE; OVERHANG MASONRY WALL 1½” MIN.; SLOPED TOP 1/8” SAW-CUT DRIP, BOTH SIDES OF WALL CAP

S.S. DOWEL W/ SEALANT AROUND PENETRATIONS THROUGH FLASHING

SEE DETAIL 01.759 FOR WALL CAP JOINT OPTIONS

SEALANT & BACKER ROD, BOTH SIDES OF WALL CAP

CANTED S.S. THRU-WALL FLASHING W/ 1/2” EXPOSED DRIP EDGE

FACE BRICK SLOPED MORTAR BED TO SUPPORT CANTED FLASHING, OPT.

SEALANT BELOW DRIP, OPT. (NOT SHOWN)

RIGID INSULATION

OPEN DRAINAGE CAVITY, OPTIONAL ABOVE ROOF LINE; ALSO SEE DETAIL 01.752

GROUT & REINFORCING AS REQ’D. HORIZONTAL JOINT REINFORCEMENT W/ WALL TIES

MASONRY WALL CAP DETAIL 01.030.0801

MASONRY COPING: LIMESTONE, CAST STONE, CALCIUM SILICATE, OR PRECAST CONCRETE; OVERHANG MASONRY WALL 1½” MIN.; SLOPED TOP 1/8” SAW-CUT DRIP, BOTH SIDES OF WALL CAP

S.S. DOWEL W/ SEALANT AROUND PENETRATIONS THROUGH FLASHING

SEE DETAIL 01.759 FOR WALL CAP JOINT OPTIONS

SEALANT & BACKER ROD, BOTH SIDES OF WALL CAP

THROUGH-WALL FLASHING W/ 1/2” DRIP EDGE

GROUT OR MORTAR FILL FOR DOWEL ANCHORAGE AND FLASHING SUPPORT

SEALANT BELOW DRIP, OPT. (NOT SHOWN)

MESH TO RETAIN GROUT OR MORTAR FILL

DRAINAGE CAVITY GROUT & REINFORCING AS REQ’D.

FACE BRICK

HORIZONTAL JOINT REINFORCEMENT W/ WALL TIES

RIGID INSULATION

MASONRY WALL CAP DETAIL 01.030.0802

4” MIN. LAP JOINT W/ SEALANT FORMED METAL COPING ROOF MEMBRANE UNDER COPING

ROOF MEMBRANE

CONT. WOOD BLOCKING SLOPED 1” PER FOOT, MIN. WOOD NAILER W/ ANCHOR BOLTS

BOND BEAM OR GROUT CORES SOLID AT ANCHOR BOLTS

SEALANT

CONT. CLEAT, BOTH SIDES W/ SLOTTED OR OVERSIZED HOLES @ 24” O.C. FACE BRICK

ROOF STRUCTURE

METAL COPING DETAIL DETAIL 01.030.0803

ROOF MEMBRANE UNDER COPING

FORMED METAL COPING CONT. WOOD BLOCKING SLOPED 1” PER FOOT, MIN. CONT. CLEAT W/ SLOTTED OR OVERSIZED HOLES @ 24” O.C. WOOD NAILER W/ ANCHOR BOLTS

CONT. CLEAT W/ SLOTTED OR OVERSIZED HOLES @ 24” O.C. SEALANT

ROOF MEMBRANE CANT STRIP

SEALANT BOND BEAM OR GROUT CORES SOLID AT ANCHOR BOLTS FACE BRICK RIGID INSULATION CONCRETE MASONRY BACKUP TREATED W/ AIR/ VAPOR/ MOISTURE BARRIER AS REQ’D

METAL COPING DETAIL DETAIL 01.030.0803.2D

OPTION 1

OPTION 2

RAKE BACK MORTAR AND APPLY SEALANT JOINT

SEALANT AND BACKER ROD

INCORRECT TOOLED MORTAR JOINT

MASONRY COPING JOINTS DETAIL 01.030.0811

MORTAR WASH

ARCHITECTURAL EFFECT DETAIL 01.030.1001

BEAM DETAIL DETAIL 01.030.1201

HORIZONTAL JOINT REINFORCEMENT, DISCONTINUOUS AT MOVEMENT JOINT EXPANSION JOINT (EJ): SEALANT, BACKER ROD, & OPTIONAL COMPRESSIBLE FILLER OF PRE- MOLDED FOAM OR NEOPRENE PAD

CONTROL JOINT (CJ): PREFORMED GASKET, SEALANT, & BACKER ROD

CONTROL JOINT (CJ): PREFORMED GASKET, SEALANT, & BACKER ROD MOVEMENT JOINT (MJ): CONTROL JOINT AND/ OR EXPANSION JOINT

OPTION 1:

OPTION 2:

EJ & CJ ALIGNED

EJ & CJ OFFSET

MOVEMENT JOINT DETAIL 01.030.1301

EXISTING WALL

ANCHOR TRANSFERS TRANSVERSE LOADS AND ALLOWS INDEPENDENT MOVEMENT OF INTERSECTING WALLS

NEW WALL

SEALANT, BACKER ROD, AND COMPRESSIBLE FILLER

ISOLATION JOINT DETAIL 01.030.1311

MASONRY EXPANSION JOINT ALIGNED W/ WINDOW JAMB; COMPRESSIBLE FILLER, BACKER ROD & SEALANT

FLASHING END DAM RETURNED INTO HEAD JOINT BACKER ROD OR COMPRESSIBLE MATERIAL AT END OF LINTEL TO AVOID RESTRAINT OF MOVEMENT, AND AT FRONT EDGE OF LINTEL TO PROVIDE BACKER FOR SEALANT

FLASHING SYSTEM W/ DRIP EDGE STRUCT. STEEL LINTEL

FLASHING MEMBRANE OR PLASTIC BEARING PAD BENEATH BEARING AREA OF ANGLE TO CREATE SLIP PLANE

WINDOW SYSTEM

EXPANSION JOINT DETAIL 01.030.1321

RIGID INSULATION

WATER-RESISTANT MEMBRANE

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

METAL STUDS 5/8” EXTERIOR SHEATHING

ADJUSTABLE WALL TIES @ 16” O.C. VERTICALLY AND 24” O.C. HORIZONTALLY

BRICK VENEER THRU-WALL FLASHING 8” VERTICAL MIN., ADHERED TO METAL DRIP EDGE MECH. FASTENED TERMINATION BAR

FOUNDATION

WEEP VENT

METAL DRIP EDGE SET IN MASTIC OR SEALANT

BASE OF WALL DETAIL DETAIL 01.040.0301

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS METAL STUDS

5/8” EXTERIOR SHEATHING ADJUSTABLE WALL TIES @ 16” O.C. VERTICALLY AND 24” O.C. HORIZONTALLY

WATER-RESISTANT MEMBRANE RIGID INSULATION BRICK VENEER MECH. FASTENED TERM. BAR

KEY DETAIL SEE 02.101

THRU-WALL FLASHING 8” VERTICAL MIN., ADHERED TO METAL DRIP EDGE WEEP VENT

METAL DRIP EDGE SET IN MASTIC OR SEALANT FOUNDATION

BASE OF WALL DETAIL DETAIL 01.040.0301.2D

RIGID INSULATION

WATER-RESISTANT MEMBRANE

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS

METAL STUDS 5/8” EXTERIOR SHEATHING

ADJUSTABLE WALL TIES @ 16” O.C. VERTICALLY AND 24” O.C. HORIZONTALLY

CAVITY INSERT/ MORTAR COLLECTION DEVICE MECH. FASTENED TERMINATION BAR

BRICK VENEER

THRU-WALL FLASHING 8” VERTICAL MIN., ADHERED TO METAL DRIP EDGE

FOUNDATION

WEEP VENT

METAL DRIP EDGE SET IN MASTIC OR SEALANT

BASE OF WALL DETAIL DETAIL 01.040.0302

2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS METAL STUDS 5/8” EXTERIOR SHEATHING

ADJUSTABLE WALL TIES @ 16” O.C. VERTICALLY AND 24” O.C. HORIZONTALLY WATER-RESISTANT MEMBRANE MECH. FASTENED TERM. BAR BRICK VENEER RIGID INSULATION CAVITY INSERT/ MORTAR COLLECTION DEVICE THRU-WALL FLASHING 8” VERTICAL MIN., ADHERED TO METAL DRIP EDGE

KEY DETAIL SEE 02.102

WEEP VENT METAL DRIP EDGE SET IN MASTIC OR SEALANT FOUNDATION

BASE OF WALL DETAIL DETAIL 01.040.0302.2D

DETAIL FEATURES • BELOW GRADE BRICK • GROUT SUPPORTS FLASHING BELOW GRADE • TERMINATION BAR • CAVITY INSERT • ADJUSTABLE VENEER TIES • AIR BARRIER

BASE OF WALL DETAIL DETAIL 01.040.0311

DETAIL FEATURES • 2-PART FLASHING • ADJUSTABLE VENEER TIES • AIR INFILTRATION BARRIER (HOUSEWRAP)

SILL DETAIL DETAIL 01.040.0401

INTERIOR VIEW

EXTERIOR VIEW

DETAIL FEATURES • NO RETURN AT CAVITY

WINDOW JAMB DETAIL DETAIL 01.040.0501

WATER RESISTANT BARRIER (HOUSEWRAP) MUST BE USED IF SHEATHING IS NOT WATER RESISTANT AND JOINTS IN SHEATHING ARE NOT TAPED AND SEALED. LAP WATER RESISTANT BARRIER OVER TOP OF FLASHING

WOOD STUDS RIGID INSULATION SHEATHING WATER RESISTANT BARRIER

PLAN

ADJUSTABLE VENEER ANCHORS FASTENED THROUGH INSULATION & SHEATHING TO STUDS 2” AIR SPACE RECOMMENDED; 1” REQ’D FOR DRAINAGE WALLS

BACKING SYSTEM

BASE OF WALL DETAIL DETAIL 01.050.0301

FLASHING W/ TERMINATION BAR

BASE OF WALL DETAIL 01.070.0301

BASE OF WALL DETAIL 01.070.0302

5”± WIDE FILLER STRIP AT CORNERS 4’-0” x 4’-0” METAL STUD/ GLASS MAT REINFORCED GYPSUM BACKUP CONSTRUCTED ON SITE BY S.S. SCHWARZ MASONRY ON MAY 19, 2010

CMU BACKUP W/ AIR BARRIER BY DCTC INSTRUCTORS

15# BUILDING FELT

AREA OF PANEL INSTALLATION DEMONSTRATION

TYVEK WRB

KEENE DRAINAGE MAT AT METAL STUD PORTION ONLY

STARTER CHANNEL AT BASE COURSE

DEMONSTRATE GROUTING JOINTS W/ SPECMIX POLYMER MODIFIED MORTAR APPLIED USING GROUT BAG NOTE: ALL COMPONENTS OF ENGINEERED THIN BRICK SYSTEM INCLUDING BRICK PANELS, FILLER STRIPS, STARTER CHANNEL, BUILDING FELT, DRAINAGE MAT, GROUT AND BAKER BAGS TO BE PROVIDED BY S.S. SCHWARZ MASONRY; DCTC TO PROVIDE TYVEK.

THIN BRICK MOCKUP DETAIL 01.070.2101

ENGINEERED THIN BRICK PANEL SYSTEM MECH. FASTENED TO CMU BACKUP

STONE CAP IN MORTAR SETTING BED LEVEL SCRATCH COAT AT TOP OF WALL LATH OVER TOP OF WALL; LAP OVER WALL LATH 4” MIN. TYPE S MORTAR SCRATCH COAT

SELF-ADHERING FLASHING OVER TOP OF WALL CONSTRUCTION; LAP OVER WATER RESISTANT BARRIER SLOPING SOLID SHIM, E.G. BEVELED SIDING

TYPE S MORTAR SETTING BED

ADHERED VENEER

EXTERIOR GYPSUM SHEATHING

METAL LATH

METAL STUD FRAMING

WATER RESISTANT BARRIER

TOP OF WALL DETAIL 01.080.0801

INTERIOR FINISH WOOD FRAMING DOUBLE LAP WATER RESISTANT BARRIER AROUND CORNER 16” MIN.

INSULATION

EXTERIOR GYPSUM SHEATHING

WATER RESISTANT BARRIER, 2 LAYERS RECOMMENDED

DOUBLE LAP LATH AROUND CORNER TO FRAMING, 16” MIN.

METAL LATH

MORTAR SCRATCH COAT MORTAR SETTING BED

ADHERED VENEER

CORNER DETAIL DETAIL 01.090.1501

CHIMNEY

CLAY FLUE LINER

FIRESTOP INSUL., 2” MIN.

BRICK INFILL PARGE BRICK AT SMOKE CHAMBER DAMPER

SMOKE CHAMBER

MANTEL SHELF STEEL ANGLE TO SUPPORT CORBELED BRICK INFILL ABOVE

SMOKE SHELF

FACE

FIREBACK

FIREPLACE OPENING

FIRESTOP INSUL

LINTEL RAISED HEARTH

FIREBOX FRESH AIR INTAKE ASH PIT

FOUNDATION

FIREPLACE DETAIL DETAIL 01.160.0101

SPARK ARRESTOR

FORMWORK, TO BE REMOVED CEMENTITIOUS BACKER UNIT

SEALANT CAST IN PLACE REINFORCED CONCRETE CHIMNEY CAP

½” INSULATION FOR BOND BREAK CLAY FLUE LINER SET IN FIRECLAY MORTAR

CONT. FLASHING UNDER CAP BRICK OR CMU INFILL

ROOFING MATERIAL MAY VARY BABY TINS. COUNTERFLASHING NOT SHOWN

CHIMNEY DETAIL DETAIL 01.160.0201

#4 REBAR, MIN. FLOOR FRAMING 2” MIN. CLEARANCE TO COMBUSTIBLES, OR PER CODE

4” MIN.

PLYWOOD & COMBUSTIBLE FORMWORK MUST BE REMOVED CEMENTITIOUS BACKER UNIT OR OTHER NONCOMBUSTIBLE FORMWORK CMU OR CONCRETE FOUNDATION HEARTH SLAB SUPPORT WALL

HEARTH SUPPORT SLAB DETAIL 01.160.0301

RIGID INSUL.

8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING

5’-4”

MODULAR FACE BRICK

S.S. FLASHING & RECEIVER

WEEP VENTS @ 24” O.C.

6’-0”

SECTION NOT TO SCALE

ELEVATION NOT TO SCALE

MOCKUP #01 SHEET 01.210.0102

HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.

16”

MODULAR FACE BRICK 2” THICK RIGID INSUL.

3 5/8” 2¾”

2”

7 5/8”

8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING

3” x 3” 28 GA. S.S. RECEIVER EMBEDDED INTO CMU BACKUP

WEEP VENTS @ 24” O.C.

8” L. x 6½” H. 28 GA. S.S. FLASHING ON SLOPED MORTAR BED

3D VIEW NOT TO SCALE

5 ½” 45° HEMMED DRIP EDGE

MOCKUP #01 SHEET 01.210.0103

DETAIL NOT TO SCALE

8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING RIGID INSULATION HOR. JOINT REINF./ WALL TIES MODULAR FACE BRICK S.S. TERM. BAR

4’-8”

10” H. CAVITY INSERT SELF-ADHERING RUBBERIZED ASPHALT FLASHING

S.S. DRIP WEEP VENTS @ 24” O.C.

6’-0”

SECTION NOT TO SCALE

ELEVATION NOT TO SCALE

MOCKUP #02 SHEET 01.210.0202

HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.

16”

MODULAR FACE BRICK 2” THICK RIGID INSUL.

3 5/8” 2¾”

2”

7 5/8”

¾” S.S. TERMINATION BAR W/ CONT. SEALANT @ TOP 2” THICK x 10” H. CAVITY INSERT

8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING

WEEP VENTS @ 24” O.C.

40 MIL SELF-ADHERING RUBBERIZED ASPHALT FLASHING ON SLOPED MORTAR BED

3D VIEW NOT TO SCALE

MOCKUP #02 SHEET 01.210.0203

BASE DETAIL

3” WIDE S.S. W/ 45° HEMMED DRIP EDGE PROJECTING ½” FROM FACE OF BRICK, SET IN MASTIC (OPT.) ON SLOPED MORTAR BED

DETAIL NOT TO SCALE

RIGID INSULATION 8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING HOR. JOINT REINF.W/ WALL TIES @ THIRD BLOCK COURSE; NO WALL TIES @ BASE COURSE REINF. MODULAR FACE BRICK

4’-8”

10” H. CAVITY INSERT

5 OZ. COPPER FLASHING

WEEP VENTS @ 24” O.C.

6’-0”

SECTION NOT TO SCALE

ELEVATION NOT TO SCALE

MOCKUP #03 SHEET 01.210.0302

2” THICK RIGID INSUL.

16” MODULAR FACE BRICK

3 5/8” 2¾”

2”

7 5/8”

8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING 2” THICK x 10” H. CAVITY INSERT

HOR. JOINT REINF. W/OUT WALL TIES @ BASE COURSE

WEEP VENTS @ 24” O.C.

3D VIEW

5 OZ. COPPER FLASHING ON SLOPED MORTAR BED, EMBEDDED INTO CMU BACKUP

NOT TO SCALE

MOCKUP #03 SHEET 01.210.0303

DETAIL NOT TO SCALE

3D OVERVIEW NOT TO SCALE

MOCKUP #04 SHEET 01.210.0401

3 5/8” 2¾” 2”

7 5/8””

1” S.S. TERM. BAR W/ CONT. SEALANT 40 MIL SELF-ADHERING RUBBERIZED ASPHALT FLASHING

2” RIGID INSUL.

3½” x 3½” x 3/16” STEEL ANGLE W/ 4” BEARING EA. END WEEP VENTS @ 24” O.C.

4 5’-4”

½” 45° S.S. HEMMED DRIP EDGE, 3” WIDE

HEAD DETAIL

(2) 3½” x 3½” x 3/16” STEEL ANGLES, 8” BEARING EA. END

NOT TO SCALE

40 MIL SELF-ADHERING RUBBERIZED ASPHALT FLASHING SLOPE BRICK ROWLOCK SILL 15º HALF-HIGH BLOCK AT SILL

COTTON SASH CORD ROPE WICK @ 16” O.C.

26 GA. STAINLESS STEEL EXTENDING INTO CMU BACKUP TO SUPPORT THRU-WALL FLASHING ACROSS AIR SPACE; ½” 45° HEMMED DRIP EDGE

SECTION NOT TO SCALE

SILL DETAIL NOT TO SCALE

MOCKUP #04 SHEET 01.210.0403

40 MIL SELF-ADHERING RUBBERIZED ASPHALT THRU-WALL FLASHING 2” VERTICAL END DAM, FIELD FORMED WITH RUBBERIZED ASPHALT FLASHING

COTTON SASH CORD ROPE WICK @ 16” O.C.

SILL DETAIL NOT TO SCALE

MOCKUP #04 SHEET 01.210.0404

26 GA. STAINLESS STEEL EXTENDING INTO CMU BACKUP TO SUPPORT THRU-WALL FLASHING ACROSS AIR SPACE; ½” 45° HEMMED DRIP EDGE

SLOPE BRICK ROWLOCK SILL 15º

SILL DETAIL NOT TO SCALE

RIGID INSULATION HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C. ¾” S.S. TERMINATION BAR W/ CONT. SEALANT @ TOP 40 MIL SELF-ADHERING RUBBERIZED ASPHALT THRU-WALL FLASHING 3½” x 3½” x 3/16” STEEL ANGLE W/ 4” BEARING EA. END

WEEP VENTS @ 24” O.C.

(2) 3½” x 3½” x 3/16” STEEL ANGLES, 8” BEARING EA. END

MODULAR FACE BRICK

RETURN FACE BRICK AT JAMBS

26 GA. STAINLESS STEEL ½”, 45° HEMMED DRIP EDGE

MOCKUP #04 SHEET 01.210.0405

HEAD DETAIL NOT TO SCALE

2” VERTICAL END DAM, FIELD FORMED WITH RUBBERIZED ASPHALT FLASHING

MOCKUP #05 SHEET 01.210.0501

MOCKUP #05 SHEET 01.210.0502

MOCKUP #05 SHEET 01.210.0503

MOCKUP #05 SHEET 01.210.0504

MOCKUP #05 SHEET 01.210.0505

MOCKUP #05 SHEET 01.210.0506

MOCKUP #05 SHEET 01.210.0507

MOCKUP #05 SHEET 01.210.0509

VIEW 4 NOT TO SCALE

VIEW 5 NOT TO SCALE

LOADBEARING MOCKUP #06 SHEET 01.210.0603

VIEW 6 NOT TO SCALE

VIEW 7 NOT TO SCALE

LOADBEARING MOCKUP #06 SHEET 01.210.0604

NOT TO SCALE

VIEW 9 NOT TO SCALE

LOADBEARING MOCKUP #06 SHEET 01.210.0605

135º PIER - MOCKUP #07 SHEET 01.210.0701

FULL HEAD JOINTS DIAGRAM 01.410.0101

NOTE: STRUCTURAL ELEMENTS MAY VARY, AND ARE SHOWN FOR ILLUSTRATION ONLY CAVITY INSULATION NOT SHOWN FOR CLARITY OF DETAIL

CARRY FLASHING ½” MIN. BEYOND END OF LINTEL AND TURN UP TO FORM END DAM IN HEAD JOINT

2” RECOMMENDED; 1” MIN.

SEALANT

END DAM DIAGRAM DIAGRAM 01.410.0201

EXTEND FLASHING FLUSH OR BEYOND FACE OF MASONRY

NOTE: STRUCTURAL ELEMENTS MAY VARY, AND ARE SHOWN FOR ILLUSTRATION ONLY CAVITY INSULATION NOT SHOWN FOR CLARITY OF DETAIL

CARRY FLASHING ½” MIN. BEYOND END OF LINTEL PREFABRICATED END DAM IN HEAD JOINT; SET IN MASTIC IF FLASHING IS NOT SELF-ADHERING. END DAM PLACED PRIOR TO THROUGH-WALL FLASHING 2” RECOMMENDED; 1” MIN.

SEALANT

END DAM DIAGRAM DIAGRAM 01.410.0202

EXTEND FLASHING FLUSH OR BEYOND FACE OF MASONRY

1/2”

1/8”

JOINT

1/4”

3/4”

ALLOWABLE TOLERANCE

BED JOINT ±1/8” HEAD JOINT -1/4”, +3/8” COLLAR JOINT -1/4”, +3/8”

SOURCE: BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-05/ASCE 505/TMS 402-05) REPORTED BY THE MASONRY STANDARDS JOINT COMMITTEE (MSJC)

AREA OF DETAIL

3/8”

ELEVATION

MORTAR JOINT TOLERANCES DIAGRAM 01.410.0301

MAX. PERMISSIBLE DISTORTION PER ASTM TABLE

FACE BRICK – ALLOWABLE DISTORTION DIAGRAM 01.410.0401

IL C

H = WALL HEIGHT D = ALLOWABLE VARIATION FROM PLUMB AT ANY POINT WHEN H < 10’-0” D < 1/4“

WHEN H < 20’-0” D < 3/8“ H

ALLOWABLE VARIATIONS OF MASONRY DIAGRAM 01.410.1411

WHEN H > 20’-0” D < 1/2“

L d

IL C d

L = LENGTH OF WALL d = ALLOWABLE VARIATION FROM PLAN AT ANY POINT

WHEN L < 10’-0” d < 1/4“ WHEN L < 20’-0” d < 3/8“ WHEN L > 20’-0” d < 1/2“

ALLOWABLE VARIATIONS OF MASONRY DIAGRAM 01.410.1412

≥20’-0”

IL C

ALLOWABLE VARIATIONS OF MASONRY DIAGRAM 01.410.1413

1/4”

1/2”

1/4”

≤10’-0”

18.00% MORTAR

ONE SQUARE FOOT MODULAR BRICK, RUNNING BOND BED JOINTS 4 @ 12” x 3/8” = 18.000 SQ. IN. HEAD JOINTS 8 @ 2.3125” x 3/8” = 6.938 SQ. IN. 2 @ 1.3125” x 3/8” = 0.984 SQ. IN.

25.922 SQ. IN. MORTAR

ELEVATIONS DIAGRAM 01.410.0311

12.21% MORTAR

ONE SQUARE FOOT UTILITY BRICK, RUNNING BOND 3 @ 12” x 3/8” = 13.500 SQ. IN. 3 @ 3.625” x 3/8” = 4.078 SQ. IN. 17.578 SQ. IN. MORTAR

WHEN WINDOWS ARE SPACED CLOSE TOGETHER, LOCATE VERTICAL EXPANSION JOINTS AT WINDOW JAMBS

WHEN WINDOWS ARE SPACED FAR APART, LOCATE VERTICAL EXPANSION JOINTS BETWEEN WINDOWS

ELEVATIONS DIAGRAM 01.410.1311

20’-0”

80’-0”

2¼”

1¼”

STEEL (AISC)

1”

CONCRETE (ACI)

1/2”

BRICK (MSJC)

ALLOWABLE CONSTRUCTION TOLERANCES DIAGRAM 01.410.1401

RUNNING BOND

STACKED BOND

COMMON BOND (AMERICAN BOND)

ENGLISH BOND

FLEMISH BOND

ENGLISH CROSS BOND

1/3 BOND (UTILITY BRICK)

GARDEN WALL

BONDING PATTERNS DIAGRAM 01.510.0101

BAT

STRETCHER

BAT STRETCHER BAT

6” CUT UNIT

PLAN AT ODD COURSE

135º SPECIAL SHAPE, 3 5/8” x 5 5/8” LEG

6” CUT UNIT

PLAN AT EVEN COURSE

135º SPECIAL SHAPE, 3 5/8” x 5 5/8” LEG

3-D VIEW

FLEMISH BOND, 135º CORNER DIAGRAM 01.510.0301

Concrete Block 010

Single Wythe

020

Composite

030

Anchored Veneer - Masonry Backup

040

Anchored Veneer - Steel Stud Backup

Brick

050

Anchored Veneer - Wood Stud Backup

Concrete block

060

Anchored Veneer - Other Backup

Stone, rough

070

Adhered Veneer - Masonry Backup

Stone, dimensional

080

Adhered Veneer - Steel Stud Backup

Tile

090

Adhered Veneer - Wood Stud Backup

Terrazzo

100

Adhered Veneer - Other Backup

Cement

110

Rain Screen Wall

Plaster / Stucco

120

Structural Masonry

Restoration

130

Flooring - Interior

Terra Cotta

140

Paving - Exterior

Refractory

150

Landscape Walls

AAC

160

Fireplaces & Chimneys

Precast Concrete

210

Training Mockups

Accessories

220

Apprentice Contests

Structural Steel

310

Building Models

Cast-in-Place Conc.

400

Wall Type Analysis

Metal Siding

410

Diagrams

Wall Type Analysis

510

Modular/Bonding

Building Model

610

Sustainability / Energy-Efficiency

VERTICAL REINFORCEMENT AS REQ’D

HORIZONTAL JOINT REINFORCEMENT

GROUT AS REQ’D

DOWELS MAY BE BENT UP TO 1” LATERALLY PER 6” VERTICALLY

CMU SHOWN IN LONGITUDINAL SECTION

FOUNDATION

FOUNDATION DOWEL ALIGNMENT DETAIL 02.010.0301

GROUT & VERTICAL REINFORCEMENT AS REQ’D

HORIZONTAL JOINT REINFORCEMENT

SINGLE WYTHE CONCRETE MASONRY

NOTE: STRUCTURAL ELEMENTS MAY VARY AND ARE SHOWN FOR ILLUSTRATION ONLY

TWO WYTHES OF CMU AT BASE COURSE

CUT FLASHING AROUND CELLS TO BE GROUTED FOUNDATION

BASE OF WALL DETAIL 02.010.0311

GROUT & VERTICAL REINFORCEMENT AS REQ’D

INTERIOR FINISH MAY VARY

HORIZONTAL JOINT REINFORCEMENT

NOTE: STRUCTURAL ELEMENTS MAY VARY AND ARE SHOWN FOR ILLUSTRATION ONLY

SINGLE WYTHE CONCRETE MASONRY TERMINATION BAR SEAL AROUND DOWEL PENETRATION (SEALANT NOT SHOWN FOR CLARITY) FLASHING FOUNDATION

BASE OF WALL DETAIL 02.010.0312

GROUT & VERTICAL REINFORCEMENT AS REQ’D

HORIZONTAL JOINT REINFORCEMENT

NOTE: STRUCTURAL ELEMENTS MAY VARY AND ARE SHOWN FOR ILLUSTRATION ONLY

SINGLE WYTHE CONCRETE MASONRY

PROPRIETARY MESH INSERT

FOUNDATION

PROPRIETARY SINGLE WYTHE BLOCK FLASHING/ WEEP SYSTEM

BASE OF WALL DETAIL 02.010.0313

GROUT & VERTICAL REINFORCEMENT AS REQ’D NOTE: STRUCTURAL ELEMENTS MAY VARY AND ARE SHOWN FOR ILLUSTRATION ONLY

HORIZONTAL JOINT REINFORCEMENT

WINDOW SYSTEM

FLASHING END DAM SILL

FLASHING SINGLE WYTHE CONCRETE MASONRY

SILL DETAIL DETAIL 02.010.0401

FLOOR CONNECTION DETAIL DETAIL 02.010.0701

MINERAL WOOL FIRESTOP INSULATION

FIREPROOF SEALANT AS REQ’D SOLID CMU AT TOP COURSE

3” x 3” x 8” L. CLIP ANGLES @ 4’-0” O.C. MECH. FASTENED TO UNDERSIDE OF SLAB, BOTH SIDES OF WALL

GROUT & REINFORCING AS REQ’D

CONCRETE MASONRY FIREWALL DETAIL 02.010.0702

MASONRY COPING: LIMESTONE, CAST STONE, CALCIUM SILICATE, OR PRECAST CONCRETE; OVERHANG MASONRY WALL 1½” MIN.; SLOPED TOP SEE DETAIL 01.030.0811 FOR WALL CAP JOINT OPTIONS

S.S. DOWEL W/ SEALANT AROUND PENETRATIONS THROUGH FLASHING

S.S. FLASHING DRIP, BOTH SIDES OF CAP 1/8” SAW-CUT DRIP, BOTH SIDES OF WALL CAP

SEALANT & BACKER ROD, BOTH SIDES OF WALL CAP GROUT OR MORTAR FILL FOR DOWEL ANCHORAGE AND FLASHING SUPPORT

SEALANT BELOW DRIP, OPT. (NOT SHOWN)

MESH TO RETAIN GROUT OR MORTAR FILL

HORIZONTAL JOINT REINFORCEMENT

MASONRY WALL CAP DETAIL 02.010.0801

CMU PILASTER W/ GROUT & REINFORCEMENT PER STRUCTURAL ENGINEER REBAR POSITIONER GROUTED CELLS PER STRUCTURAL ENGINEER

SPECIAL SHAPE PILASTER BLOCK

LOAD BEARING PILASTER DETAIL 02.010.1101

VERTICAL STEEL CONTINUOUS HORIZONTAL STEEL

BOND BEAM UNITS STIRRUPS LINTEL UNITS

FLEXURAL STEEL

DEEP BEAM DETAIL DETAIL 02.010.1201

VERTICAL REINFORCEMENT W/ 90° STANDARD HOOK, LATERALLY OFFSET FROM BOND BEAM REINFORCEMENT BOND BEAM REINFORCEMENT

ELEVATION

3D VIEW

PLAN

BOND BEAM DETAIL 02.010.1202

TERMINATE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINT GROUT & REINFORCING WHERE REQUIRED

SASH BLOCK PREFORMED GASKET

CAULK & BACKER ROD

NOTE: STRUCTURAL ELEMENTS MAY VARY, AND ARE SHOWN FOR ILLUSTRATION ONLY

CONTROL JOINT DETAIL 02.010.1301

GROUT & REINFORCING WHERE REQUIRED TERMINATE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINT

BUILDING PAPER GROUT FILL

CAULK & BACKER ROD

NOTE: STRUCTURAL ELEMENTS MAY VARY, AND ARE SHOWN FOR ILLUSTRATION ONLY

CONTROL JOINT DETAIL 02.010.1302

TERMINATE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINT GROUT & REINFORCING WHERE REQUIRED

CERAMIC FIBER BLANKET WHERE REQUIRED FOR FIRE RATING

CAULK & BACKER ROD

NOTE: STRUCTURAL ELEMENTS MAY VARY, AND ARE SHOWN FOR ILLUSTRATION ONLY

CONTROL JOINT DETAIL 02.010.1303

COMPRESSIBLE FILLER ANCHOR TRANSFERS TRANSVERSE LOADS AND ALLOWS INDEPENDENT MOVEMENT OF INTERSECTING WALLS

GROUT-FILLED CELLS

SEALANT AND BACKER ROD

CONTROL JOINT DETAIL 02.010.1311

TOP OF WALL TO ACCOMMODATE FLOOR / ROOF DEFLECTION

VERTICAL REINFORCEMENT AS REQUIRED

HORIZONTAL JOINT REINFORCEMENT AS REQUIRED 2D VIEW NOTES: DOWEL LENGTH AS REQUIRED

REINFORCED WALL SHOWN; UNREINFORCED WALL SIMILAR. TOP & BOTTOM DETAILING MAY VARY.

VERTICAL CANTILEVER WALL DETAIL 02.020.0201

CMU PARTITION REV. 06/10/13

These details are intended for the use of industry professionals who are competent to evaluate the significance and limitations of the information provided herein. This publication should not be used as the sole guide for masonry design and construction, and IMI disclaims any and all legal responsibility for the consequences of applying the information.

1” SPACE MIN., OR AS REQUIRED

TOP OF WALL TO ACCOMMODATE FLOOR/ ROOF DEFLECTION

CONTINUOUS OR INTERMITTENT ANGLE @ EACH SIDE OF WALL

VERTICAL REINFORCEMENT AS REQUIRED

HORIZONTAL JOINT REINFORCEMENT AS REQUIRED 2D VIEW NOTES: DOWEL LENGTH AS REQUIRED

REINFORCED WALL SHOWN; UNREINFORCED WALL SIMILAR. TOP & BOTTOM DETAILING MAY VARY.

VERTICAL SPAN DETAIL 02.020.0202

CMU PARTITION REV. 06/12/13

TOP OF WALL TO ACCOMMODATE FLOOR / ROOF DEFLECTION REINFORCED BOND BEAM AS REQUIRED

REINFORCED BOND BEAM AS REQUIRED

2D VIEW HORIZONTAL JOINT REINFORCEMENT AS REQUIRED NOTES: REINFORCED WALL SHOWN; UNREINFORCED WALL SIMILAR. TOP & BOTTOM DETAILING MAY VARY.

HORIZONTAL SPAN DETAIL 02.020.0203

CMU PARTITION REV. 06/12/13

WALL SECTION DETAIL 02.120.0101

WALL SECTION DETAIL 02.120.0102

FIG. 1 IMI TECH BRIEF 02.13.02

HORIZONTAL JOINT REINFORCEMENT

FOUNDATION LAP LENGTH = TENSION LAP

DOWEL – DRILL OR CAST

T/ SLAB

FOUNDATION DETAIL DETAIL 02.120.0301

CONCRETE FOUNDATION

FIG. 3 IMI TECH BRIEF 02.13.02

HORIZONTAL JOINT REINFORCEMENT

FOUNDATION LAP LENGTH = 1’-0”

DOWEL – DRILL OR CAST

T/ SLAB

FOUNDATION DETAIL DETAIL 02.120.0302

CONCRETE FOUNDATION

FIG. 2 IMI TECH BRIEF 02.13.02 HORIZONTAL JOINT REINFORCEMENT WELDABLE REINFORCEMENT

LAP LENGTH = TENSION LAP

T/ FLOOR

FLOOR DETAIL DETAIL 02.120.0701

FIG. 4 IMI TECH BRIEF 02.13.02

HORIZONTAL JOINT REINFORCEMENT BENT BAR

LAP LENGTH = 1’-0” T/ FLOOR

FLOOR DETAIL DETAIL 02.120.0702

BOND BEAM

NOTE: FLASHING, WALL CAP, FACE BRICK, AND OTHER NON-STRUCTURAL COMPONENTS ARE NOT SHOWN FOR CLARITY

ROOF DECK

WELDABLE REINFORCEMENT

1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT BOND BEAM THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER

SECTION

GROUT & REINFORCING AS REQ’D

3D VIEW

FLOOR CONNECTION DETAIL DETAIL 02.120.0711

BOND BEAM

NOTE: FLASHING, WALL CAP, FACE BRICK, AND OTHER NON-STRUCTURAL COMPONENTS ARE NOT SHOWN FOR CLARITY

CONT. PLATE ROOF DECK

LATERAL BRACING AS REQ’D FOR WF

BOND BEAM

1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER GROUT & REINFORCING AS REQ’D

SECTION

3D VIEW

FLOOR CONNECTION DETAIL DETAIL 02.120.0712

BOND BEAM

NOTE: FLASHING, WALL CAP, FACE BRICK, AND OTHER NON-STRUCTURAL COMPONENTS ARE NOT SHOWN FOR CLARITY

ROOF DECK

CONT. PLATE

CUT CMU AROUND JOIST BEARING

BOND BEAM

1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER

SECTION

GROUT & REINFORCING AS REQ’D

3D VIEW

FLOOR CONNECTION DETAIL DETAIL 02.120.0713

GROUT & VERTICAL REINFORCING AS REQUIRED

NOTE: VENEER & AIR/ MOISTURE BARRIER NOT SHOWN

HORIZONTAL. JOINT REINFORCEMENT PRECAST CONCRETE PLANK

LAP VERTICAL BAR SPLICE ABOVE PLANK LEVEL

TOPPING IF REQ’D 2’-0 HORIZ. x 2’-0” VERT. #4 DOWELS AND GROUT AT PLANK KEYWAYS – SEE DETAIL 20.P02

GROUT PLANK SOLID AT BEARING SOLID CMU

BOND BEAM W/ (2) #5, CONT, OR AS REQ’D

PLANK AT BEARING WALL DETAIL 02.120.0751

3” MIN. BEARING & BEARING STRIP

HORIZ. JOINT REINFORCEMENT

LAP SPLICE ABOVE PLANK LEVEL

TOPPING IF REQ’D

PRECAST CONCRETE PLANK

3” MIN. BEARING & BEARING STRIP

GROUT & 5/16” DIA. STRAND OR #3 BAR x 6’-0” LONG IN KEYWAYS BOND BEAM W/ (2) #5, CONT., OR AS REQ’D

GROUT & VERTICAL REINFORCING AS REQ’D

PLANK AT BEARING WALL DETAIL 02.120.0752

FIG. 5 IMI TECH BRIEF 02.13.02

INSTALL PLATES TO ATTACH TO BEAM

GAP FOR TYPE I WALLS, PROVIDE SOFT JOINT (GAP TO ALLOW FOR MOVEMENT); FOR TYPE II WALLS, FILL GAP TIGHT

1½”

THRU BOLT OR LAG BOLT DEPENDENT UPON LOADING

HORIZONTAL JOINT REINFORCEMENT

TOP OF WALL DETAIL DETAIL 02.120.0801

2’-0 HORIZ. x 2’-0” VERT. #4 DOWELS AND GROUT AT PLANK KEYWAYS

PRECAST CONCRETE PLANK SOLID CMU BOND BEAM W/ (2) #5, CONT., OR AS REQ’D

HORIZ. JOINT REINFORCEMENT

3” MIN. BEARING & BEARING STRIP

NOTE: VENEER & AIR/ MOISTURE BARRIER NOT SHOWN

GROUT & VERTICAL REINFORCING AS REQ’D.

PLANK AT BEARING WALL DETAIL 02.120.0851

GROUT & 5/16” DIA. STRAND OR #3 BAR x 6’-0” LONG IN KEYWAYS GROUT PLANK SOLID AT BEARING

PRECAST CONCRETE PLANK

BOND BEAM W/ (2) #5, CONT., OR AS REQ’D VERTICAL REINFORCEMENT; LAP SPLICE W/ TOP DOWEL AS REQ’D

3” MIN. BEARING & BEARING STRIP

CONT. HORIZONTAL JOINT REINFORCEMENT AT TOP 2 COURSES, AND 16” O.C. BELOW, TYP., UNLESS BOND BEAMS ARE USED

PLANK AT BEARING WALL DETAIL 02.120.0852

GROUT & VERTICAL REINFORCING AS REQ’D

BACKER ROD & SEALANT PROVIDE GAP EQUIVALENT TO ANTICIPATED FRAME DRIFT

16 GA. x 1½” W. STRAP ANCHOR W/ 2” VERTICAL LEGS

BACKER ROD & SEALANT

PLANS N.T.S.

PROVIDE GAP EQUIVALENT TO ANTICIPATED FRAME DRIFT

LIGHT GAGE METAL BACKER AS REQ’D

NOTES: 1. FOR FIRE-RATED CONSTRUCTION, USE FIRE-RATED SEALANT 2. FIREPROOFING FOR STEEL NOT SHOWN 3. APPLIES TO TYPE I AND TYPE II HYBRID 4. TYPE III HYBRID WOULD REQUIRE FULL BEARING AT STEEL INTERFACES WITH COLUMNS & BEAMS

3D VIEWS

COLUMN CONNECTION DETAILS DETAIL 02.120.1101

BACKER ROD & SEALANT PROVIDE GAP EQUIVALENT TO ANTICIPATED FRAME DRIFT

3/16”Ф GALVANIZED WIRE ANCHOR

BACKER ROD & SEALANT

PLANS N.T.S.

PROVIDE GAP EQUIVALENT TO ANTICIPATED FRAME DRIFT

LIGHT GAGE METAL BACKER AS REQ’D

3D VIEWS

COLUMN CONNECTION DETAILS DETAIL 02.120.1102

FIG. 6 IMI TECH BRIEF 02.13.02

BACKER ROD & SEALANT, BOTH SIDES OF CMU WALL 3/16” Ф WIRE ANCHOR

LIGHT GAGE METAL BACKER AS REQ’D

NOTES 1. FOR FIRE-RATED CONSTRUCTION, USE FIRE-RATED SEALANT 2. FIREPROOFING FOR STEEL NOT SHOWN

PROVIDE GAP EQUIVALENT TO FRAME DRIFT ANTICIPATED

3. APPLIES TO TYPE I AND II HYBRID 4. TYPE III HYBRID WOULD REQUIRE FULL BEARING AT STEEL INTERFACES WITH COLUMNS & BEAMS

COLUMN CONNECTION DETAIL DETAIL 02.120.1103

OPTION 1A

OPTION 1B

SIZE GAP FOR DRIFT & DEFLECTION OF BEAM FOR TYPE I HYBRID; OR FILL GAP W/ DRYPACK FOR TYPE II OR TYPE III HYBRID

OPTION 1A: A-SHAPED BLOCK AT TOP COURSE; OR OPTION 1B: CUT OUT FACE SHELL AND REPLACE AFTER GROUTING; HEIGHT VARIES 1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER

BOND BEAM AT SECOND COURSE FROM TOP GROUT & REINFORCING AS REQ’D

UNDERSIDE OF BEAM DETAIL 02.120.1201

OPTION 2

SIZE GAP FOR DRIFT & DEFLECTION OF BEAM FOR TYPE I HYBRID; OR FILL GAP W/ DRYPACK FOR TYPE II OR TYPE III HYBRID OPTION 2: SOLID BLOCK AT TOP COURSE (HEIGHT VARIES) 1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER

BOND BEAM AT SECOND COURSE FROM TOP GROUT & REINFORCING AS REQ’D

UNDERSIDE OF BEAM DETAIL 02.120.1202

TEMPORARY FORMWORK FOR GROUT

STUDS WELDED TO UNDERSIDE OF BEAM 1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT OPTION 3: GROUT SOLID FOR TYPE II OR TYPE III HYBRID ONLY THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER BOND BEAM AT TOP COURSE GROUT & REINFORCING AS REQ’D

UNDERSIDE OF BEAM DETAIL 02.120.1203

HORIZONTAL JOINT REINFORCEMENT; DO NOT CONTINUE REINF. THROUGH C.J.

PREFABRICATED HORIZONTAL JOINT REINFORCEMENT T-SECTIONS (L-SECTIONS AT CORNERS CONTROL JOINT IF REQ’D (SEALANT & BACKER ROD NOT SHOWN)

EXPANSION JOINT IF REQ’D (SEALANT & BACKER ROD NOT SHOWN)

GROUT & VERTICAL REINFORCING AS REQ’D

ADJUSTABLE WALL TIES @ 16” O.C. BRICK VENEER

WALL INTERSECTION DETAIL DETAIL 02.120.1501

NOTES • USE THIS DETAIL ONLY WHEN NECESSARY TO SHOW SPECIAL REINFORCING OR CONTROL JOINTS. • HORIZONTAL JOINT REINFORCEMENT & GROUT NOT SHOWN FOR CLARITY

CONCRETE MASONRY BOND BEAM UNITS

• REINFORCING SIZE NOTED ELSEWHERE ON ENGINEERING DRAWINGS

2’-0” x 2’-0” CORNER BAR AT INTERSECTION EF

BOND BEAM REINF. AS REQ’D.

CONTROL JOINT IF REQ’D

VERTICAL REINFORCING AS REQUIRED

BOND BEAM PLAN DETAIL DETAIL 02.120.1511

NOTES • USE THIS DETAIL ONLY WHEN NECESSARY TO SHOW SPECIAL REINFORCING OR CONTROL JOINTS.

• HORIZONTAL JOINT REINFORCEMENT & GROUT NOT SHOWN FOR CLARITY

CONCRETE MASONRY BOND BEAM UNITS

• REINFORCING SIZE NOTED ELSEWHERE ON ENGINEERING DRAWINGS

2’-0” x 2’-0” CORNER BAR AT INTERSECTION EF

BOND BEAM REINF. AS REQ’D.

CONTROL JOINT IF REQ’D

VERTICAL REINF. AS REQUIRED

BOND BEAM PLAN DETAIL DETAIL 02.120.1512

GROUT AND REINFORCING AS REQ’D

CONTROL JOINT

WEB WALL

50% INTERLOCKING UNITS REQ’D TO BOND WALLS

FLANGE WALL

CONTROL JOINT

INTERSECTING WALLS DETAIL 02.120.1521

GROUT AND REINFORCING AS REQ’D FLANGE WALL

STEEL CONNECTOR

GROUT STOP

WEB WALL CONNECTOR EMBEDDED INTO GROUT-FILLED CORES @ EACH END

RAKE OUT MORTAR AND CAULK

INTERSECTING WALLS DETAIL 02.120.1522

MIN. 24” L x 1½” W x ¼” THICK Z-STRAP CONNECTOR W/ 2” EXTENSIONS EA. END

LENGTH AS REQUIRED TO DEVELOP REINFORCEMENT KNOCK OUT FACE SHELL OF BOND BEAM UNIT FOR CONT. GROUT & REINFORCEMENT

GROUT AND REINFORCING AS REQ’D

FLANGE WALL

VIEW OF INTERSECTING BOND BEAMS PRIOR TO GROUT PLACEMENT

RAKE OUT MORTAR FOR VERTICAL C.J.

NOTE: SEE BUILDING CODE REQUIREMENTS FOR REINFORCEMENT DEVELOPMENT LENGTHS AND MINIMUM AREA OF REINFORCEMENT REQ’D

RAKE OUT MORTAR FOR CONTROL JOINT WEB WALL

INTERSECTING WALLS DETAIL 02.120.1523

GROUT SPECIMEN

POROUS LINING ON FACE OF UNITS

NONABSORBENT BLOCK NOTE: FRONT MASONRY UNIT NOT SHOWN TO ALLOW VIEW OF SPECIMEN

GROUT MOLD DIAGRAM 02.410.0101

PLACE REINFORCING AND INSPECT WALL FOR OBSTRUCTIONS

CUT PORTION OF FACE SHELL TO CREATE CLEANOUT

REINSERT FACE SHELL AND MORTAR IN PLACE

BRACE CLEANOUT AND PLACE GROUT

REMOVE BRACING

BLOCK CLEANOUT DIAGRAM 02.410.0111

CUT FACE SHELL FOR CLEANOUT

GROUT & REINFORCEMENT

WOOD BRACING

BLOCK CLEANOUT DIAGRAM 02.410.0112

CUT WEDGE-SHAPED PORTION OF FACE SHELL TO CREATE CLEANOUT

MORTAR FACE SHELL EDGES IF NECESSARY

REINSERT FACE SHELL PIECE TO RESIST GROUT PRESSURE

CLEANOUT

BLOCK CLEANOUT DIAGRAM 02.410.013

2. PLACE ACRYLIC GROUT STOP INTEGRALLY BRACED AGAINST INSIDE OF FACE SHELL

1. CUT OUT PORTION OF FACE SHELL 4. PLACE REBAR & GROUT

3. HAND-TIGHTEN BRACE

5. REMOVE ACRYLIC AND BREAK OFF PLASTIC BRACE

BLOCK CLEANOUT DIAGRAM 02.410.0114

MORTAR FIN

1/2” MAX.

MORTAR PROTRUSION TOLERANCE DIAGRAM 02.410.0121

±1/2” IF d ≤ 8” ±1” IF 8”< d ≤ 24” ±1¼” IF d > 24”

±2”

SPACING OF VERTICAL REINFORCEMENT

REINFORCEMENT PLACEMENT TOLERANCE DIAGRAM 02.410.0122

MINIMUM DISTANCE FROM ANY PROTRUSION: 1/2” MIN. FOR COURSE GROUT 1/4” MIN. FOR FINE GROUT

REINFORCEMENT PLACEMENT TOLERANCE DIAGRAM 02.410.0123

EXTERIOR FACE OF WALL

FACE

INTERIOR FACE OF WALL

1/2” MIN.

FACE

EXTERIOR

2db MIN.

5/8” MIN. INTERIOR

2db MIN.

HORIZONTAL JOINT REINFORCEMENT W/ db DIAMETER

HORIZONTAL JOINT REINFORCEMENT TOLERANCE DIAGRAM 02.410.0124

STOP GROUT 1” FROM TOP OF POUR TO CREATE SHEAR KEY

GROUT IN BOND BEAMS & REINFORCED VERTICAL CELLS PLACED IN TOP OF WALL AFTER WALL HAS BEEN LAID UP VERTICAL REINFORCEMENT FOR CLOSED-END CONCRETE MASONRY UNITS CAN BE SET AFTER WALL HAS BEEN LAID.

OPTION 1: U-BLOCK UNITS W/ SOLID BOTTOM AT BOND BEAM COURSE

REBAR POSITIONER, WALL TIE, OR OTHER DEVICE TO POSTION VERTICAL REINFORCEMENT, AS REQ’D.

CELLS CONTAINING REINFORCEMENT ARE FILLED SOLIDLY W/ GROUT; VERTICAL CELLS SHOULD PROVIDE A CONTINUOUS CAVITY FREE OF MORTAR DROPPINGS

HORIZONTAL REINFORCEMENT PLACED IN BOND BEAMS AS WALL IS LAID UP

NOTE: GROUT PLACED IN POURS & LIFTS NOT TO EXCEED 5 FT. CONSOLIDATE LIFTS OVER 12” USING MECH. VIBRATION. LIFTS LESS THAN 12” MAY BE PUDDLED.

OPTION 2: STANDARD CMU W/ CROSS WEBS KNOCKED OUT AT BOND BEAM COURSE METAL LATH, MESH, OR WIRE SCREEN PLACED IN MORTAR JOINTS UNDER KNOCKOUT BOND BEAM COURSES TO PREVENT FILLING OF UNGROUTED CELLS

LOW LIFT GROUTING PROCEDURES DETAIL 02.410.0131

STOP GROUT 1” FROM TOP OF POUR TO CREATE SHEAR KEY

GROUT IN BOND BEAMS & REINFORCED VERTICAL CELLS PLACED IN TOP OF WALL AFTER WALL HAS BEEN LAID UP VERTICAL REINFORCEMENT FOR CLOSED-END CONCRETE MASONRY UNITS CAN BE SET AFTER WALL HAS BEEN LAID.

OPTION 1: U-BLOCK UNITS W/ SOLID BOTTOM AT BOND BEAM COURSE

REBAR POSITIONER, WALL TIE, OR OTHER DEVICE TO POSTION VERTICAL REINFORCEMENT, AS REQ’D.

CELLS CONTAINING REINFORCEMENT ARE FILLED SOLIDLY W/ GROUT; VERTICAL CELLS SHOULD PROVIDE A CONTINUOUS CAVITY FREE OF MORTAR DROPPINGS

HORIZONTAL REINFORCEMENT PLACED IN BOND BEAMS AS WALL IS LAID UP NOTE: GROUT LIFTS NOT TO EXCEED 5 FT. SEE STRUCTURAL DWGS FOR MAX. HEIGHT OF POUR. MECH. CONSOLIDATE & RECONSOLIDATE GROUT

CLEANOUT OPENINGS @ BASE OF VERTICALLY REINF. CELLS, 32” O.C. MAX. SPACING FOR SOLID GROUTED WALLS. REMOVE MORTAR DROPPINGS THROUGH CLEANOUTS AND VERIFY PLACEMENT & LOCATION OF VERTICAL REINF.; FORM OVER OPEN’GS BEFORE PLACING GROUT OPTION 2: STANDARD CMU W/ CROSS WEBS KNOCKED OUT AT BOND BEAM COURSE METAL LATH, MESH, OR WIRE SCREEN PLACED IN MORTAR JOINTS UNDER KNOCKOUT BOND BEAM COURSES TO PREVENT FILLING OF UNGROUTED CELLS

HIGH LIFT GROUTING PROCEDURES DIAGRAM 02.410.0132

VERTICAL REINFORCEMENT AS REQ’D

HORIZONTAL REINFORCEMENT AS REQ’D

VIEW OF STANDARD BLOCK BEFORE CROSS WEBS ARE KNOCKED OUT METAL LATH, MESH, OR WIRE SCREEN PLACED IN BED JOINTS UNDER KNOCK-OUT BOND BEAM COURSES TO PREVENT FILLING OF UNGROUTED CELLS

VIEW OF BLOCK AFTER CROSS WEBS ARE KNOCKED OUT TO ACCOMMODATE HORIZONTAL REINFORCEMENT

KNOCK-OUT CMU BOND BEAMS DIAGRAM 02.410.0141

VERTICAL REINFORCEMENT AS REQ’D

HORIZONTAL REINFORCEMENT AS REQ’D

CMU BOND BEAM MADE FROM U-BLOCK UNITS SPECIAL SHAPE U-BLOCK

U-BLOCK NOTCHED TO ACCEPT VERTICAL REINFORCEMENT

U-BLOCK CMU BOND BEAMS DIAGRAM 02.410.0142

GROUT & REINFORCEMENT AS REQ’D

1. DRILL INJECTION PORTS IN BED JOINTS @8” O.C. EXCEPT AT GROUTED CELLS

2. LONGINTUDINAL SECTION VIEW BEFORE INJECTED FOAM INSUL.

4. PATCH INJECTION PORTS W/ MORTAR TO MATCH EXISTING

3. INJECTED FOAM INSULATION CONTINUOUS @ NONGROUTED CELLS

INJECTED FOAM INSULATION DETAIL 02.610.0201

Stone, Rough 010

Single Wythe

020

Composite

030

Anchored Veneer - Masonry Backup

040

Anchored Veneer - Steel Stud Backup

Brick

050

Anchored Veneer - Wood Stud Backup

Concrete block

060

Anchored Veneer - Other Backup

Stone, rough

070

Adhered Veneer - Masonry Backup

Stone, dimensional

080

Adhered Veneer - Steel Stud Backup

Tile

090

Adhered Veneer - Wood Stud Backup

Terrazzo

100

Adhered Veneer - Other Backup

Cement

110

Rain Screen Wall

Plaster / Stucco

120

Structural Masonry

Restoration

130

Flooring - Interior

Terra Cotta

140

Paving - Exterior

Refractory

150

Landscape Walls

AAC

160

Fireplaces & Chimneys

Precast Concrete

210

Training Mockups

Accessories

220

Apprentice Contests

Structural Steel

310

Building Models

Cast-in-Place Conc.

400

Wall Type Analysis

Metal Siding

410

Diagrams

Wall Type Analysis

510

Modular/Bonding

Building Model

610

Sustainability / Energy-Efficiency

4’-0” x 4’-0” METAL STUD/ GLASS MAT REINFORCED GYPSUM BACKUP CONSTRUCTED ON SITE BY S.S. SCHWARZ MASONRY ON MAY 19, 2010

SPECMIX POLYMER MODIFIED STONE VENEER MORTAR

KEENE DRAINAGE MAT AT METAL STUD PORTION ONLY

AREA OF ADHERED VENEER INSTALLATION DEMONSTRATION

TYVEK WRB

CMU BACKUP

METAL LATH

15# BUILDING FELT SCRATCH COAT BY SPECMIX

BOND COAT BY SPECMIX DAL TILE ® TEJAS STONE DEMONSTRATE GROUTING JOINTS W/ SPECMIX STONE VENEER MORTAR APPLIED USING GROUT BAG

NOTE: S.S. SCHWARZ MASONRY TO PROVIDE BUILDING FELT, METAL LATH, DRAINAGE MAT, GROUT AND BAKER BAGS; DCTC TO PROVIDE TYVEK.

ADHERED STONE MOCKUP DETAIL 03.070.2101

WINDOW DETAIL DETAIL 03.090.0401

Stone, Dimensional 010

Single Wythe

020

Composite

Brick

030

Anchored Veneer - Masonry Backup

Concrete block

040

Anchored Veneer - Steel Stud Backup

Stone, rough

050

Anchored Veneer - Wood Stud Backup

Stone, dimensional

060

Anchored Veneer - Other Backup

Tile

070

Adhered Veneer - Masonry Backup

Terrazzo

080

Adhered Veneer - Steel Stud Backup

Cement

090

Adhered Veneer - Wood Stud Backup

Plaster / Stucco

100

Adhered Veneer - Other Backup

Restoration

110

Rain Screen Wall

Terra Cotta

120

Structural Masonry

Refractory

130

Flooring - Interior

AAC

140

Paving - Exterior

Precast Concrete

150

Landscape Walls

Accessories

160

Fireplaces & Chimneys

Structural Steel

210

Training Mockups

Cast-in-Place Conc.

220

Apprentice Contests

Metal Siding

310

Building Models

Wall Type Analysis

400

Wall Type Analysis

Building Model

410

Diagrams

510

Modular/Bonding

610

Sustainability / Energy-Efficiency

4” x 4” CONT. VERTICAL S.S. STRUTS @ 24” O.C.

4” CAVITY FOR SPRAYFOAM INSULATION (INSUL. NOT SHOWN) CAULK JOINT BETWEEN PANELS

2¼” THICK LIMESTONE PANELS W/ KERF EDGE

2½” x 2½” S.S. ANGLES @ EACH JOINT, W/ ¼” DIA. STUDS WELDED @ TOP & BOTTOM FOR LIMESTONE ANCHORAGE

CMU BACKUP (AIR/MOISTURE/VAPOR BARRIER NOT SHOWN)

LIMESTONE ANCHORAGE DETAIL DETAIL 04.030.0201

OPTION 1

INTERACTIVE DEMONSTRATION: 2 CM. MARBLE ANCHORED TO CMU BACKUP W/ COPPER WIRES AND MOLDING PLASTER

MARBLE WALL MOCKUP DETAIL 04.030.2101

Tile 010

Single Wythe

020

Composite

030

Anchored Veneer - Masonry Backup

040

Anchored Veneer - Steel Stud Backup

Brick

050

Anchored Veneer - Wood Stud Backup

Concrete block

060

Anchored Veneer - Other Backup

Stone, rough

070

Adhered Veneer - Masonry Backup

Stone, dimensional

080

Adhered Veneer - Steel Stud Backup

Tile

090

Adhered Veneer - Wood Stud Backup

Terrazzo

100

Adhered Veneer - Other Backup

Cement

110

Rain Screen Wall

Plaster / Stucco

120

Structural Masonry

Restoration

130

Flooring - Interior

Terra Cotta

140

Paving - Exterior

Refractory

150

Landscape Walls

AAC

160

Fireplaces & Chimneys

Precast Concrete

210

Training Mockups

Accessories

220

Apprentice Contests

Structural Steel

310

Building Models

Cast-in-Place Conc.

400

Wall Type Analysis

Metal Siding

410

Diagrams

Wall Type Analysis

510

Modular/Bonding

Building Model

610

Sustainability / Energy-Efficiency

SOLID BACKING

DRY-SET OR LATEXPORTLAND CEMENT MORTAR BOND COAT

CERAMIC TILE WATERPROOF MEMBRANE AS REQ’D

3/8” – 3/4” MORTAR BED W/ METAL LATH

WALL TILE

SOLID BACKING

CERAMIC TILE

3/8” – 3/4” MORTAR BED W/ METAL LATH

DRY-SET OR LATEXPORTLAND CEMENT MORTAR BOND COAT

WALL TILE

SOLID BACKING

3/8” – 3/4” SCRATCH COAT W/ METAL LATH WATERPROOF MEMBRANE AS REQ’D

DRY-SET OR LATEXPORTLAND CEMENT MORTAR BOND COAT

CERAMIC TILE

3/8” – 3/4” MORTAR BED

WALL TILE

DRY-SET OR LATEXPORTLAND CEMENT MORTAR BOND COAT

CONCRETE MASONRY W/ FLUSH JOINTS

CERAMIC TILE

WALL TILE

DEMONSTRATION AREA OF MOCKUP: SET TWO PIECES OF TILE USING THINSET MORTAR, CLEATS, AND SPACERS

PRECONSTRUCTED PORTION OF MOCKUP: 18” x 18” PORCELAIN TILE IN LATEX MODIFIED THINSET MORTAR

WALL TILE MOCKUP DETAIL 06.070.2101

WATERPROOF MEMBRANE AS REQ’D

CEMENTITIOUS BACKER UNIT (CBU)

ORGANIC ADHESIVE

CERAMIC TILE

WALL TILE

LATEX-PORTLAND CEMENT MORTAR BOND COAT

CERAMIC TILE

1/2” CEMENTITIOUS BACKER UNIT (CBU) W/ TAPED JOINTS, MECH. FASTENED @ 6” O.C.

DRY-SET MORTAR

1/8” GAP BETWEEN PLYWOOD SHEETS 19/32” EXTERIOR GLUE PLYWOOD SUBFLOOR, TONGUE & GROOVE

FLOOR TILE DETAIL 06.130.0101

CERAMIC TILE LATEX-PORTLAND CEMENT MORTAR BOND COAT

MORTAR BED 1¼” MIN. TO 2” MAX. W/ WIRE REINFORCING

CLEAVAGE MEMBRANE

1/8” GAP BETWEEN PLYWOOD SHEETS 19/32” EXTERIOR GLUE PLYWOOD SUBFLOOR

FLOOR TILE DETAIL 06.130.0102

DRY-SET OR LATEXPORTLAND CEMENT MORTAR BOND COAT

CERAMIC TILE

MORTAR BED, 1¼” MIN. TO 2” MAX, W/ WIRE REINFORCEMENT WATERPROOF / ANTIFRACTURE MEMBRANE AS REQ’D CONCRETE SUBFLOOR

FLOOR TILE DETAIL 06.130.0201

CERAMIC TILE

LATEX-PORTLAND CEMENT MORTAR BOND COAT WATERPROOF / ANTIFRACTURE MEMBRANE AS REQ’D CONCRETE OR CURED MORTAR BED

FLOOR TILE DETAIL 06.130.0202

CERAMIC TILE

DRY-SET OR LATEX-PORTLAND CEMENT MORTAR BOND COAT

CONCRETE SUBFLOOR, STEEL TROWEL AND FINE BROOM FINISH; FREE OF CURING COMPOUNDS AND SEALERS

FLOOR TILE DETAIL 06.130.0203

DRY-SET OR LATEXPORTLAND CEMENT MORTAR BOND COAT

CERAMIC TILE

CEMENTITIOUS BACKER UNIT (CBU) W/ TAPED JOINTS, NAILED @ 6” O.C.

CORK UNDERLAYMENT

CONCRETE SUBFLOOR

DRY-SET MORTAR

FLOOR TILE DETAIL 06.130.0204

DRY-SET OR LATEXPORTLAND CEMENT MORTAR BOND COAT

CERAMIC TILE

CEMENTITIOUS BACKER UNIT (CBU) W/ TAPED JOINTS CONCRETE SUBFLOOR

DRY-SET MORTAR

FLOOR TILE DETAIL 06.130.0205

CERAMIC TILE

DRY-SET OR LATEXPORTLAND CEMENT MORTAR BOND COAT

CORK UNDERLAYMENT

CONCRETE SUBFLOOR

FLOOR TILE DETAIL 06.130.0206

CONCRETE MASONRY W/ FLUSH JOINTS

CERAMIC TILE AT WALLS & FLOOR

MOVEMENT JOINT AT INTERSECTING WALLS

MOVEMENT JOINT AT FLOOR / WALL

DRY-SET OR LATEXPORTLAND CEMENT MORTAR BOND COAT

PERIMETER MOVEMENT JOINT

WALL AND FLOOR TILE DETAIL 06.130.1300

SEALANT, BACKER ROD, & COMPRESSIBLE FILLER CERAMIC TILE LATEX-PORTLAND CEMENT MORTAR BOND COAT

MORTAR BED 1¼” MIN. TO 2” MAX. W/ WIRE REINFORCING

CLEAVAGE OR WATERPROOF MEMBRANE CONCRETE OR WOOD SUBFLOOR

FLOOR TILE EXPANSION JOINT DETAIL 06.130.1301

SEALANT, BACKER ROD, & COMPRESSIBLE FILLER

CERAMIC TILE

SHRINKAGE CRACK 1/4” WIDE CONTROL JOINT, SAW-CUT INTO CONCRETE LATEX-PORTLAND CEMENT MORTAR BOND COAT CONCRETE SUBFLOOR

FLOOR TILE EXPANSION JOINT DETAIL 06.130.1302

TILE PLACED IN CRACK SUPPRESSION MEMBRANE OVER CONCRETE CONTROL JOINT CRACKS AND FAILS AS SLAB CURLS

SLAB CURL DETAIL 06.130.1352

TILE EXPANSION JOINT PLACED OVER CONCRETE CONTROL JOINT ALLOWS TILE TO MOVE WITHOUT CRACKING AS SLAB CURLS

SLAB CURL DETAIL 06.130.1353

THIS MOCKUP IS PRE-CONSTRUCTED, i.e. FOR PRESENTATION, NOT DEMONSTRATION MOCKUP OVERALL DIMENSIONS 3’-0” x 5’-0”

TILE EXPANSION JOINT, CAULK & BACKER ROD

6” x 6” CERAMIC TILE IN LATEX MODIFIED THINSET MORTAR

1/2” GAP: SIMULATED COLD JOINT OR CONCRETE CONTROL JOINT SIMULATED CRACK IN CONCRETE

MAPEI ® CRACK SUPPRESSION MEMBRANE

CEMENTITIOUS BACKER BOARD FASTENED TO TOP AND FRONT EDGE OF LUMBER FRAME, TO SIMULATE CONCRETE SLAB

FLOOR TILE MOCKUP CRACK SUPPRESSION MEMBRANE & FLOOR EXPANSION JOINT DETAIL 06.130.2101

THIS MOCKUP IS PRE-CONSTRUCTED, i.e. FOR PRESENTATION, NOT DEMONSTRATION MOCKUP OVERALL DIMENSIONS 3’-0” x 5’-0”

12” x 12” MARBLE TILE IN LATEX MODIFIED THINSET MORTAR ON MUD BED

LATICRETE HYDRO-BAN® WATERPROOFING MEMBRANE CEMENTITIOUS BACKER UNIT TO SIMULATE CONCRETE SLAB

2” SAND & CEMENT CURED MORTAR BED W/ WIRE REINFORCING

MARBLE FLOOR MOCKUP, WET AREA DETAIL 06.130.2102

Terrazzo 010

Single Wythe

020

Composite

Brick

030

Anchored Veneer - Masonry Backup

Concrete block

040

Anchored Veneer - Steel Stud Backup

Stone, rough

050

Anchored Veneer - Wood Stud Backup

Stone, dimensional

060

Anchored Veneer - Other Backup

Tile

070

Adhered Veneer - Masonry Backup

Terrazzo

080

Adhered Veneer - Steel Stud Backup

Cement

090

Adhered Veneer - Wood Stud Backup

Plaster / Stucco

100

Adhered Veneer - Other Backup

Restoration

110

Rain Screen Wall

Terra Cotta

120

Structural Masonry

Refractory

130

Flooring - Interior

AAC

140

Paving - Exterior

Precast Concrete

150

Landscape Walls

Accessories

160

Fireplaces & Chimneys

Structural Steel

210

Training Mockups

Cast-in-Place Conc.

220

Apprentice Contests

Metal Siding

310

Building Models

Wall Type Analysis

400

Wall Type Analysis

Building Model

410

Diagrams

510

Modular/Bonding

610

Sustainability / Energy-Efficiency

EPOXY TERRAZZO MATRIX W/ MARBLE CHIPS, GLASS CHIPS OR OTHER AGGREGATE AS SPECIFIED CRACK-FREE CONCRETE SLAB W/ SHOTBLAST FINISH, MAX. 3 LB. MOISTURE PER 1,000 S.F. OR MAX. 80% RELATIVE HUMIDITY (OR PER MANUF’R)

DIVIDER STRIPS

EPOXY TERRAZZO DETAIL 07.130.0101

EPOXY TERRAZZO MATRIX W/ MARBLE CHIPS, GLASS CHIPS OR OTHER AGGREGATE AS SPECIFIED

BONDING AGENT/ EPOXY PRIMER MOISTURE VAPOR PRIMER

DIVIDER STRIPS CONCRETE SLAB W/ SHOTBLAST FINISH, GREATER THAN 3 LB. MOISTURE PER 1,000 S.F. OR GREATER THAN 80% RELATIVE HUMIDITY (OR PER MANUF’R)

EPOXY TERRAZZO DETAIL 07.130.0102

EPOXY TERRAZZO MATRIX W/ MARBLE CHIPS, GLASS CHIPS OR OTHER AGGREGATE AS SPECIFIED

BONDING AGENT/ EPOXY PRIMER

EXISTING CRACK IN CONCRETE DIVIDER STRIPS CRACK ISOLATION MEMBRANE OVER EXISTING CRACKS; EITHER LOCALIZED AS SHOWN, OR FULL-BED, PER MANUF’R

CONCRETE SLAB W/ SHOTBLAST FINISH, MAX. 3 LB. MOISTURE PER 1,000 S.F. OR MAX. 80% RELATIVE HUMIDITY (OR PER MANUF’R)

EPOXY TERRAZZO DETAIL 07.130.0103

EPOXY TERRAZZO MATRIX W/ MARBLE CHIPS, GLASS CHIPS OR OTHER AGGREGATE AS SPECIFIED BONDING AGENT/ EPOXY PRIMER MOISTURE VAPOR PRIMER

DIVIDER STRIPS CONCRETE SLAB W/ SHOTBLAST FINISH, GREATER THAN 3 LB. MOISTURE PER 1,000 S.F. OR GREATER THAN 80% RELATIVE HUMIDITY (OR PER MANF’R), AND HIGH POTENTIAL FOR CRACKING

EPOXY TERRAZZO DETAIL 07.130.0104

FULL BED CRACK ISOLATION MEMBRANE FOR ANTICIPATED CRACKING, PER MANUF’R

1/8” MIN. CONTROL JOINT WIDTH FILL SAW-CUT JOINT W/ JOINT FILLER

EPOXY TERRAZZO MATRIX W/ MARBLE CHIPS, GLASS CHIPS OR OTHER AGGREGATE AS SPECIFIED

METAL L DIVIDER STRIPS SET BACK-TO-BACK EXISTING CRACK

SAW-CUT CONCRETE AT EXISTING CRACK

NOTE: PROVIDE CONTROL JOINT IN TERRAZZO AT EXISTING CRACKS AND AT EXISTING CONTROL JOINTS IN CONCRETE SUBSTRATE EXISTING CRACK IN CONCRETE

EPOXY TERRAZZO DETAIL 07.130.0131

SAW-CUT CONCRETE AT CRACK

PRECAST EPOXY TERRAZZO BASE W/ SEALANT JOINT @ TOP EPOXY TERRAZZO SYSTEM

CONTROL JOINT IN TERRAZZO AT EXISTING CRACKS AND AT EXISTING CONTROL JOINTS IN CONCRETE SUBSTRATE MOISTURE VAPOR PRIMER

GRADE

CONCRETE SLAB ON GRADE

CONT. VAPOR BARRIER UNDER CONCRETE SLAB

COMPACTED FILL

EPOXY TERRAZZO DETAIL 07.130.0111

RESINOUS EPOXY TERRAZZO TOPPING

DIVIDER STRIP 1/4” – 3/8”

MOISTURE VAPOR PRIMER

VAPOR BARRIER NEW OR EXISTING CONCRETE SLAB

NOTE: MOISTURE MEMBRANE AND/OR CRACK SUPPRESSION MEMBRANE MAY BE REQUIRED; NOT SHOWN

COMPACTED FILL

EPOXY TERRAZZO DETAIL 07.130.0121

POLYACRYLATE TERRAZZO TOPPING

DIVIDER STRIP 1/4” – 3/8”

PRIMER

VAPOR BARRIER NEW OR EXISTING CONCRETE SLAB

NOTE: MOISTURE MEMBRANE AND/OR CRACK SUPPRESSION MEMBRANE MAY BE REQUIRED; NOT SHOWN

COMPACTED FILL

POLYACRYLATE TERRAZZO SYSTEM OVERVIEW DETAIL 07.130.0311

TERRAZZO TOPPING DIVIDER STRIP UNDERBED: 4 PARTS SAND, 1 PART CEMENT; LOW SLUMP

1/2” 2 1/2” MIN.; 3” SUGGESTED

ISOLATION MEMBRANE VAPOR BARRIER

16 GA., 2” x 2” GALVANIZED WIRE MESH, OR EQUAL SAND DUSTING COMPACTED FILL

SAND CUSHION TERRAZZO DETAIL 07.130.0211

NEW OR EXISTING CONCRETE SLAB

PRE-CONSTRUCTED PORTIONS OF MOCKUP

PROTERRAZZO, 120 GRIND & POLISH

PROTERRAZZO, ROUGH GRIND

EPOXY TERRAZZO, 120 GRIND & POLISH

ACTIVE PORTION OF MOCKUP

RUSTIC TERRAZZO

EPOXY TERRAZZO, ROUGH GRIND

PRIMER

DEMONSTRATE WASHING & FINISHING RUSTIC TERRAZZO W/ IMI LOGO

5’-0” x 10’-0” CONCRETE PAD

“T” STRIP

2 “L” STRIPS TO FORM CONTROL JOINT

TERRAZZO MOCKUP DETAIL 07.130.2101

¾” RADIUS NOSING AND ¾” RADIUS COVE

WOOD STRINGER

4” NOSING TO STRIP MEASURED VERTICALLY

3/8” EPOXY TERRAZZO STRIP ON PLYWOOD BACKING, BOTH SIDES

3/8” EPOXY TERRAZZO OVER PLYWOOD TREADS AND RISERS; TERRAZZO SHALL BE 36” WIDE BUT IS SHOWN SECTIONED IN THIS VIEW FOR CLARITY

SECTION NOT TO SCALE

BAC/IMI INTERNATIONAL APPRENTICE CONTEST 2009 TERRAZZO

8’-0” 1’-0” TYP.

NOTE: SCREED DRY-PACK AND STRIP LAYOUT ONLY; NO TOPPING

30°

8’-0”

30° 30°

1½” H. x 1/8” W. ZINC STRIPS 2½” THICK SAND & CEMENT BED CONCRETE PAD

4’-0” RADIUS ARC, TYP.

STRIP LAYOUT – SAND CUSHION MOCKUP NOT TO SCALE

SAND CUSHION MOCKUP NOT TO SCALE

BAC/IMI INTERNATIONAL APPRENTICE CONTEST 2009 TERRAZZO

Plaster / Stucco 010

Single Wythe

020

Composite

030

Anchored Veneer - Masonry Backup

040

Anchored Veneer - Steel Stud Backup

Brick

050

Anchored Veneer - Wood Stud Backup

Concrete block

060

Anchored Veneer - Other Backup

Stone, rough

070

Adhered Veneer - Masonry Backup

Stone, dimensional

080

Adhered Veneer - Steel Stud Backup

Tile

090

Adhered Veneer - Wood Stud Backup

Terrazzo

100

Adhered Veneer - Other Backup

Cement

110

Rain Screen Wall

Plaster / Stucco

120

Structural Masonry

Restoration

130

Flooring - Interior

Terra Cotta

140

Paving - Exterior

Refractory

150

Landscape Walls

AAC

160

Fireplaces & Chimneys

Precast Concrete

210

Training Mockups

Accessories

220

Apprentice Contests

Structural Steel

310

Building Models

Cast-in-Place Conc.

400

Wall Type Analysis

Metal Siding

410

Diagrams

Wall Type Analysis

510

Modular/Bonding

Building Model

610

Sustainability / Energy-Efficiency

CONCRETE MASONRY W/ FLUSH MORTAR JOINTS

FINISH COAT

1/2” BROWN COAT CEMENT PLASTER BASE COAT

1/4” SCRATCH COAT

STUCCO ASSEMBLY DETAIL 09.070.0101

SELF-FURRING LATH NOTE: WATER-RESISTANT BARRIER BEHIND SELFFURRING LATH IS OPTIONAL

CONCRETE MASONRY

FINISH COAT

1/2” BROWN COAT CEMENT PLASTER BASE COAT

STUCCO ASSEMBLY DETAIL 09.070.0102

1/4” SCRATCH COAT W/ LATH EMBEDDED

RIGID INSULATION

Z-CHANNEL FURRING @ 24” O.C. MAX. NOTE: 20 GA. MIN. FOR 1” -3” THICK INSUL; 18 GA. MIN. FOR OVER 3” THICK INSUL.

CONCRETE MASONRY W/ FLUSH MORTAR JOINTS

2 LAYERS OF WATER RESISTANT BARRIER, 30 LB. FELT MIN.

FINISH COAT

CEMENT PLASTER BASE COAT

1/2” BROWN COAT

SHEATHING BOARD NOTE: 1/8” GAP BETWEEN SHEETS OF PLYWOOD OR OSB AT VERTICAL AND HORIZONTAL JOINTS

1/4” SCRATCH COAT W/ LATH EMBEDDED SELF-FURRING LATH

STUCCO ASSEMBLY DETAIL 09.070.0103

24” MAX.

3½” MIN. 22 GA. MIN. STEEL STUDS

2 LAYERS OF WATER RESISTANT BARRIER, 30 LB. FELT MIN.

FINISH COAT SHEATHING BOARD NOTE: 1/8” GAP BETWEEN SHEETS OF PLYWOOD OR OSB AT VERTICAL AND HORIZONTAL JOINTS

SELF-FURRING LATH NOTE: SCREW LATH INTO STUDS FOR EXTERIOR GYPSUM SHEATHING 1/2” BROWN COAT CEMENT PLASTER BASE COAT

STUCCO ASSEMBLY DETAIL 09.080.0101

1/4” SCRATCH COAT W/ LATH EMBEDDED

1/8” GAP BETWEEN SHEETS OF PLYWOOD OR OSB AT VERTICAL & HORIZONTAL JOINTS

INSULATION

WOOD STUDS

2 LAYERS OF WATER RESISTANT BARRIER, 30 LB. FELT, MIN.

SHEATHING: EXTERIOR GYPSUM, PLYWOOD, OR OSB

FINISH COAT

SELF-FURRING LATH NAILED @ 8” O.C. VERTICALLY & HORIZONTALLY

1/2” BROWN COAT CEMENT PLASTER BASE COAT

STUCCO ASSEMBLY DETAIL 09.090.0101

1/4” SCRATCH COAT W/ LATH EMBEDDED

CONCRETE BONDING AGENT

1/8” FINISH SKIM COAT

STUCCO ASSEMBLY DETAIL 09.100.0101

CONCRETE BONDING AGENT

FINISH COAT

1/2” BROWN COAT CEMENT PLASTER BASE COAT

1/4” SCRATCH COAT W/ LATH EMBEDDED

STUCCO ASSEMBLY DETAIL 09.100.0102

CONCRETE SELF-FURRING LATH NOTE: WATER-RESISTANT BARRIER BEHIND SELFFURRING LATH IS OPTIONAL

FINISH COAT

1/2” BROWN COAT CEMENT PLASTER BASE COAT

1/4” SCRATCH COAT W/ LATH EMBEDDED

STUCCO ASSEMBLY DETAIL 09.100.0103

Masonry Restoration 010

Single Wythe

020

Composite

030

Anchored Veneer - Masonry Backup

040

Anchored Veneer - Steel Stud Backup

Brick

050

Anchored Veneer - Wood Stud Backup

Concrete block

060

Anchored Veneer - Other Backup

Stone, rough

070

Adhered Veneer - Masonry Backup

Stone, dimensional

080

Adhered Veneer - Steel Stud Backup

Tile

090

Adhered Veneer - Wood Stud Backup

Terrazzo

100

Adhered Veneer - Other Backup

Cement

110

Rain Screen Wall

Plaster / Stucco

120

Structural Masonry

Restoration

130

Flooring - Interior

Terra Cotta

140

Paving - Exterior

Refractory

150

Landscape Walls

AAC

160

Fireplaces & Chimneys

Precast Concrete

210

Training Mockups

Accessories

220

Apprentice Contests

Structural Steel

310

Building Models

Cast-in-Place Conc.

400

Wall Type Analysis

Metal Siding

410

Diagrams

Wall Type Analysis

510

Modular/Bonding

Building Model

610

Sustainability / Energy-Efficiency

d d/3 MAX

1. DETERIORATED MORTAR

2. JOINT GROUND TO INCORRECT PROFILE

1/4”

5. 1/4” LIFT, FIRST PASS

3. JOINT GROUND TO INCORRECT PROFILE

4. JOINT RAKED TO SOUND MORTAR (d/3 MAX.) AND GROUND TO 90º PROFILE

1/4”

6. 1/4” LIFTS, SUBSEQUENT PASSES

7. FINAL PASS INCORRECTLY SMEARED ABOUT BRICK EDGES RESULTS IN EXAGGERATED JOINT WIDTH

8. FINAL PASS TOOLED TO CONCAVE OR VEE PROFILE TO MATCH EXISTING

REPOINTING DETAIL DIAGRAM 10.410.0101

Terra Cotta Rainscreen

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23

Brick Concrete block Stone, rough Stone, dimensional

010 020 030 040

Single Wythe Composite Anchored Veneer - Masonry Backup Anchored Veneer - Steel Stud Backup

Tile Terrazzo Cement Plaster / Stucco Restoration Terra Cotta Refractory AAC Precast Concrete Accessories

050 060 070 080 090 100 110 120 130 140 150 160

Anchored Veneer - Wood Stud Backup Anchored Veneer - Other Backup Adhered Veneer - Masonry Backup Adhered Veneer - Steel Stud Backup Adhered Veneer - Wood Stud Backup Adhered Veneer - Other Backup Rain Screen Wall Structural Masonry Flooring - Interior Paving - Exterior Landscape Walls Fireplaces & Chimneys

40 50

Wall Type Analysis Building Model

210 220 310 400 410 510 610

Training Mockups Apprentice Contests Building Models Wall Type Analysis Diagrams Modular/Bonding Sustainability / Energy-Efficiency

Structural Steel Cast-in-Place Conc. Metal Siding

CMU BACKUP AIR/MOISTURE/VAPOR BARRIER AS REQ’D INSULATION ALUMINUM CLIP ANGLE

3D VIEW, N.T.S. PROPRIETARY ALUMINUM TRACK SYSTEM W/ CLIPS & GASKETS PER MANUF’R

TERRA COTTA CLADDING

PLAN VIEW, N.T.S.

TERRA COTTA RAINSCREEN DETAIL 11.030.0212

CMU BACKUP

AIR/MOISTURE/VAPOR BARRIER AS REQUIRED

ALUMINUM CLIP ANGLE

PROPRIETARY ALUMINUM TRACK SYSTEM W/ CLIPS & GASKETS PER MANUF’R

TERRA COTTA CLADDING

INSULATION

TERRA COTTA RAINSCREEN DETAIL 11.030.0211

INTERACTIVE DEMONSTRATION: PLACEMENT OF 1’ x 2’ NBK TERRA COTTA PANELS ON ALUMINUM TRACK SYSTEM.

NBK TERRA COTTA RAINSCREEN MOCKUP DETAIL 11.030.2101

Autoclaved Aerated Concrete (AAC) 010

Single Wythe

020

Composite

030

Anchored Veneer - Masonry Backup

040

Anchored Veneer - Steel Stud Backup

Brick

050

Anchored Veneer - Wood Stud Backup

Concrete block

060

Anchored Veneer - Other Backup

Stone, rough

070

Adhered Veneer - Masonry Backup

Stone, dimensional

080

Adhered Veneer - Steel Stud Backup

Tile

090

Adhered Veneer - Wood Stud Backup

Terrazzo

100

Adhered Veneer - Other Backup

Cement

110

Rain Screen Wall

Plaster / Stucco

120

Structural Masonry

Restoration

130

Flooring - Interior

Terra Cotta

140

Paving - Exterior

Refractory

150

Landscape Walls

AAC

160

Fireplaces & Chimneys

Precast Concrete

210

Training Mockups

Accessories

220

Apprentice Contests

Structural Steel

310

Building Models

Cast-in-Place Conc.

400

Wall Type Analysis

Metal Siding

410

Diagrams

Wall Type Analysis

510

Modular/Bonding

Building Model

610

Sustainability / Energy-Efficiency

#6 VERTICAL REINFORCING & GROUT IN 4”Ø CORES @ 24” O.C.

16” H. BOND BEAM W/ (2) #5 REBAR @ EA. COURSE

JOIST GIRDERS @ 5’-0” O.C. PER STRUCTURAL

12” THICK x 8” H. x 24” L. AC-4 AUTOCLAVED AERATED CONCRETE (AAC) MASONRY UNITS

NOTE: THIS DRAWING REPRESENTS A BASIC STRUCTURAL AAC MASONRY WALL; IT IS NOT INTENDED FOR CONSTRUCTION WITHOUT PROPER ENGINEERING DESIGN AND CALCULATIONS.

LOADBEARING AAC MASONRY WALL DETAIL 13.120.0101

- METAL STUDS, - 2” AAC SHEATHING - VENEER TIES - FACE BRICK

- 8” AAC BLOCK BACKUP - VENEER TIES - FACE BRICK

AAC EXTERIOR WALL TYPES DETAIL 13.400.0102

- METAL STUDS - 2” AAC SHEATHING - BLDG. FELT - SELF FURRING LATH - 3/8” SCRATCH COAT - ADHERED VENEER

- 8” AAC BLOCK BACKUP, - BLDG. FELT - SELF FURRING LATH - 3/8” SCRATCH COAT - ADHERED VENEER

AAC EXTERIOR WALL TYPES DETAIL 13.400.0103

- METAL STUDS - 2” AAC SHEATHING - BONDING AGENT - 3/8” BASE COAT - 1/8” FINISH COAT (PROPRIETARY)

- 8” AAC BLOCK BACKUP - BONDING AGENT - 3/8” BASE COAT - 1/8” FINISH COAT (PROPRIETARY)

AAC EXTERIOR WALL TYPES DETAIL 13.400.0104

2” OR 3” THICK AAC PANELS

WOOD STUDS @ 16” O.C.,

THIN BED MORTAR JOINTS BETWEEN PANELS

5/8” GYP. BD.

MAX. 1” AIR SPACE BETWEEN AAC PANEL AND WOOD STUDS

MELTAWAY ALUMINUM ATTACHMENT CLIPS SPACED 4’-0” O.C. VERTICALLY AND MIN. 16” FROM EDGE OF PANEL

UL U210 4-HR RATED AAC FIREWALL DETAIL 13.400.0105

1/2” OSB OR PLYWOOD 8” AAC BLOCK

6” BATT INSULATION

3/16” PLASTER FINISH AT INTERIOR SIDE

2 x 6 STUDS @ 16” O.C.

3/8” STUCCO

1/2” GYP. BD.

5/8” STUCCO

AAC Wall R=15.75

Wood Stud Wall R=15.75

THERMAL COMPARISON DETAIL 13.610.0101

Masonry Accessories 010

Single Wythe

020

Composite

030

Anchored Veneer - Masonry Backup

040

Anchored Veneer - Steel Stud Backup

Brick

050

Anchored Veneer - Wood Stud Backup

Concrete block

060

Anchored Veneer - Other Backup

Stone, rough

070

Adhered Veneer - Masonry Backup

Stone, dimensional

080

Adhered Veneer - Steel Stud Backup

Tile

090

Adhered Veneer - Wood Stud Backup

Terrazzo

100

Adhered Veneer - Other Backup

Cement

110

Rain Screen Wall

Plaster / Stucco

120

Structural Masonry

Restoration

130

Flooring - Interior

Terra Cotta

140

Paving - Exterior

Refractory

150

Landscape Walls

AAC

160

Fireplaces & Chimneys

Precast Concrete

210

Training Mockups

Accessories

220

Apprentice Contests

Structural Steel

310

Building Models

Cast-in-Place Conc.

400

Wall Type Analysis

Metal Siding

410

Diagrams

Wall Type Analysis

510

Modular/Bonding

Building Model

610

Sustainability / Energy-Efficiency

3/4” MIN. OVERLAP, SEALED W/ MFR-APPROVED ADHESIVE

1/2” MIN. IF RUBBERIZED ASPHALT IS USED FOR FLEXIBLE FLASHING, TO PREVENT DROOL FLEXIBLE THRU-WALL FLASHING METAL DRIP EDGE W/ HEM, 30º OR 45º FROM HORIZONTAL, SEALED TO FOUNDATION W/ MFR.-APPROVED ADHESIVE

1/4” – 3/4”

1 5/8” MIN.

METAL DRIP EDGE DETAIL 15.000.0201

FIBER MESH MORTAR DEFLECTOR PRE-FASTENED TO FLASHING ALL COMPONENTS TERMINATE SHORT OF FLASHING END FOR REQUIRED OVERLAP

FLEXIBLE FLASHING PLASTIC TERMINATION BAR W/ PRE-DRILLED HOLES, PREFASTENED TO FLASHING

FIBER MESH WEEP MATERIAL STAINLESS STEEL DRIP EDGE PRE-FASTENED TO FLASHING

PROPRIETARY DRAINAGE FLASHING DETAIL 15.000.0202

OUTER FACE OF MASONRY

THROUGH-WALL FLASHING LAPPED AND SEALED OUTER FACE OF MASONRY

NOTCHED DRIP EDGE 3/4”±

METAL DRIP W/ HEMMED EDGE SET IN MASTIC OR SEALANT NOTCH DRIP EDGE FOR BUTT JOINT, SEE INSET ABOVE

FLASHING LAP @ DRIP EDGE DETAIL 15.000.0203

OUTSIDE CORNER FLASHING PIECE

VIEW OF FINISHED CONTINUOUS FLASHING INSTALLATION (DRIP EDGES NOT SHOWN) INSIDE CORNER FLASHING PIECE

OVERLAP FLASHING NOTE: FLASHING DRIP EDGES NOT SHOWN FOR CLARITY

FLASHING CORNERS DETAIL 15.000.0204

PRIMER PER MANUF’R

RETURN FLASHING INTO BLOCK COURSE (SHOWN) OR SECURE TO BACKUP W/ TERMINATION BAR

SEAL FLASHING LAPS W/ MASTIC PER MANUF’R

6” LAP

DRIP EDGE SET IN SEALANT

CONCRETE MASONRY BACKUP

TRANSITION STRIP @ CJ

AIR BARRIER MECH. FAST. TERMINATION BAR, SEAL @ TOP

THROUGH-WALL FLASHING MASTIC @ FLASHING LAPS, TYP. PRIMER DRIP EDGE – SEAL AND ADHERE TO SUBSTRATE

OPTION 1 AIR BARRIER APPLIED OVER BACKUP; FLASHING INSTALLED LATER.

SUBJECT OF DETAIL OPTIONS FOR PLACEMENT AND SEQUENCE OF AIR BARRIER & FLASHING WITHIN THE WALL

OPTION 2 FLASHING INSTALLED OVER BACKUP; AIR BARRIER APPLIED LATER

EXCLUDED FROM SUBJECT FACE BRICK, CAVITY INSULATION, AND OTHER WALL COMPONENTS

AIR BARRIER – FLASHING INSTALLATION SEQUENCE DETAIL 15.410.3101

9 GA. HOT-DIPPED GALVANIZED LADDER-TYPE HORIZONTAL JOINT REINFORCEMENT

PINTLE: 9 GA. HOT-DIPPED GALVANIZED HOOK-SHAPED WIRE, ENGAGED WITH EYES FOR WALL TIE

HORIZONTAL JOINT REINFORCEMENT DETAIL 15.000.0301

9 GA. HOT-DIPPED GALVANIZED WIRE EYES, WELDED TO LADDER-TYPE WIRE

REBAR POSITIONER CAVITY INSERT/ MORTAR COLLECTION DEVICE J-ANCHOR

SPLIT-TAIL ANCHOR

DEBONDED SHEAR ANCHOR

LADDER-TYPE HORIZONTAL JOINT REINFORCEMENT W/ WALL TIES

HORSESHOE SHIMS

FLASHING END DAM

VENEER ANCHOR TRUSS-TYPE HORIZONTAL JOINT REINFORCEMENT

DRIP EDGE SASH CORD TERMINATION BAR

WEEP SCREED

MASONRY ACCESSORIES DETAIL 15.000.0401

CORRUGATED WALL TIE FERO TIE – BLOCK SHEAR CONNECTOR

SINGLE BRICK TIE, EYE & PINTLE

COLUMN ROD WELDED MOUNTING

SMALL TRIANGLE TIE W/ DOVETAIL TAB

D213 WALL TIE, SHORT PINTLE

WEEP VENT

LARGE TRIANGLE TIE W/ DOVETAIL TAB

WEEP VENT

D213 WALL TIE, LONG PINTLE

MASONRY ACCESSORIES DETAIL 15.000.0402

Wall Type Analysis 010

Single Wythe

020

Composite

030

Anchored Veneer - Masonry Backup

040

Anchored Veneer - Steel Stud Backup

Brick

050

Anchored Veneer - Wood Stud Backup

Concrete block

060

Anchored Veneer - Other Backup

Stone, rough

070

Adhered Veneer - Masonry Backup

Stone, dimensional

080

Adhered Veneer - Steel Stud Backup

Tile

090

Adhered Veneer - Wood Stud Backup

Terrazzo

100

Adhered Veneer - Other Backup

Cement

110

Rain Screen Wall

Plaster / Stucco

120

Structural Masonry

Restoration

130

Flooring - Interior

Terra Cotta

140

Paving - Exterior

Refractory

150

Landscape Walls

AAC

160

Fireplaces & Chimneys

Precast Concrete

210

Training Mockups

Accessories

220

Apprentice Contests

Structural Steel

310

Building Models

Cast-in-Place Conc.

400

Wall Type Analysis

Metal Siding

410

Diagrams

Wall Type Analysis

510

Modular/Bonding

Building Model

610

Sustainability / Energy-Efficiency

11 5/8””

HORIZONTAL JOINT REINFORCEMENT

EXPANDED POLYSTYRENE INSULATION INSERTS

12” CONCRETE MASONRY UNITS TREATED W/ INTEGRAL WATER REPELLENT

3D VIEW

CMU WALL

11 5/8””

HORIZONTAL JOINT REINFORCEMENT

EXPANDED POLYSTYRENE INSULATION INSERTS

12” CONCRETE MASONRY UNITS TREATED W/ INTEGRAL WATER REPELLENT

3D VIEW

CMU WALL

16” 3 5/8”

2¾”

2”

7 5/8”

BRICK VENEER HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES

2¾” AIR SPACE 2” EXTRUDED POLYSTYRENE INSULATION AIR/WATER/VAPOR BARRIER AS REQ’D CMU BACKUP

3D VIEW

MASONRY CAVITY WALL DETAIL 40.030.0201

16” 3 5/8”

2¾”

2”

7 5/8”

BRICK VENEER HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES

2¾” AIR SPACE 2” EXTRUDED POLYSTYRENE INSULATION AIR/WATER/VAPOR BARRIER AS REQ’D CMU BACKUP

EXPANDED POLYSTYRENE INSULATION INSERTS

3D VIEW

MASONRY CAVITY WALL DETAIL 40.030.0202

16” 3 5/8”

1¾”

3”

7 5/8”

BRICK VENEER HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES

1¾” AIR SPACE 3” EXTRUDED POLYSTYRENE INSULATION AIR/WATER/VAPOR BARRIER AS REQ’D

CMU BACKUP

3D VIEW

MASONRY CAVITY WALL DETAIL 40.030.0203

16” 3 5/8”

1¾”

3”

7 5/8”

BRICK VENEER HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES

1¾” AIR SPACE 3” EXTRUDED POLYSTYRENE INSULATION AIR/WATER/VAPOR BARRIER AS REQ’D

CMU BACKUP EXPANDED POLYSTYRENE INSULATION INSERTS

3D VIEW

MASONRY CAVITY WALL DETAIL 40.030.0204

16” 3 5/8”

1¾”

3”

7 5/8”

BRICK VENEER HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES

1¾” AIR SPACE 3” POLYISO. INSULATION

AIR/WATER/VAPOR BARRIER AS REQ’D

CMU BACKUP

3D VIEW

MASONRY CAVITY WALL DETAIL 40.030.0205

16” 3 5/8”

1¾”

3”

7 5/8”

BRICK VENEER HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES

1¾” AIR SPACE 3” POLYISO. INSULATION

AIR/WATER/VAPOR BARRIER AS REQ’D

CMU BACKUP EXPANDED POLYSTYRENE INSULATION INSERTS

3D VIEW

MASONRY CAVITY WALL DETAIL 40.030.0206

LCCA Wall Type 45: Brick/Block Wall, 2" Spray Foam (R=18.6)

WALL SYSTEM DETAIL 01.030.0231

LCCA Wall Type 40: Brick / Block Wall, 2" Rigid Foam, (R=15.91)

WALL SYSTEM DETAIL 01.030.0241

LCCA Wall Type 14: Utility Brick on 6" Steel Stud, Rigid Insul.

WALL SYSTEM DETAIL 01.040.0221