masonry detailing series v.3.4

version 3.4

Brick

010 Single Wythe

020 Composite

030 Anchored Veneer - Masonry Backup

040 Anchored Veneer - Steel Stud Backup

050 Anchored Veneer - Wood Stud Backup

060 Anchored Veneer - Other Backup

070 Adhered Veneer - Masonry Backup

080 Adhered Veneer - Steel Stud Backup

090 Adhered Veneer - Wood Stud Backup

100 Adhered Veneer - Other Backup

110 Rain Screen Wall

120 Structural Masonry

130 Flooring - Interior

140 Paving - Exterior

150 Landscape Walls

160 Fireplaces & Chimneys

210 Training Mockups

220 Apprentice Contests

310 Building Models

400 Wall Type Analysis

410 Diagrams

510 Modular/Bonding

610 Sustainability / Energy-Efficiency

01 Brick

02 Concrete block

03 Stone, rough

04 Stone, dimensional

06 Tile

07 Terrazzo

08 Cement

09 Plaster / Stucco

10 Restoration

11 Terra Cotta

12 Refractory

13 AAC

14 Precast Concrete

15 Accessories

21 Structural Steel

22 Cast-in-Place Conc.

23 Metal Siding


50 Building Model

© 2011 INTERNATIONAL MASONRY INSTITUTE

CONCEPTUAL WALL SECTIONDETAIL 01.030.0101 REV. 03/26/09


AIR/MOISTURE/VAPOR BARRIER AS REQUIRED

HORIZONTAL JOINT REIN-FORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C.

CONCRETE MASONRY BACKUP

BRICK VENEER

DRIP EDGE – SEAL AND ADHERE TO FOUNDATION

GROUT & REINFORCEMENT AS REQUIRED

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

FLEXIBLE FLASHING – SEAL & ADHERE TO DRIP EDGE

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

RIGID INSULATION

BASE OF WALL DETAILDETAIL 01.030.0301 REV. 09/25/09

FLEX. FLASHING, DRIP EDGE, TERM. BAR

WEEP VENT INSERTS




FLEX. FLASHING, DRIP EDGE, TERM. BAR, MDCD



BRICK VENEER




FLEXIBLE FLASHING – SEAL & ADHERE TO DRIP EDGEMORTAR DROPPING

COLLECTION DEVICE (MDCD)


RIGID INSULATION

WEEP VENT INSERTS





BRICK VENEER

WEEP VENT INSERTS



FLEXIBLE FLASHING FLUSH W/ OUTSIDE FACE OF BRICKMORTAR DROPPING

COLLECTION DEVICE (MDCD)


RIGID INSULATION


FLEX. FLASHING NO DRIP; TERM BAR, MDCD



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


BRICK VENEER

ADDITIONAL WEEP VENT INSERTS RECOMMENDED

WEEPS INTEGRAL TO DRAINAGE FLASHING SYSTEM


DRAINAGE FLASHING SYSTEM


RIGID INSULATION


DRAINAGE FLASHING

WEEP VENTS AT 2ND COURSE FOR AIR CIRCULATION RECOMMENDED





BRICK VENEER

ADDITIONAL WEEP VENT INSERTS AS REQ’D FOR VENILATED WALL

MESH WEEPS INTEGRAL TO PROPRIETARY DRAINAGE FLASHING SYSTEM

GROUT & REINFORCING AS REQUIRED


RIGID INSULATION

FOUNDATION DETAILDETAIL 01.030.0304 REV. 06/25/09

PROPRIETARY DRAINAGE FLASHING (TOTAL FLASH)

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

RUBBERIZED ASPHALT TRANSITION MEMBRANE OVER TERM. BAR

AIR/MOISTURE/VAPOR BARRIER TO SEAL TRANSITION MEMBRANE





BRICK VENEER



RETURN FLASHING INTO BED JOINT OF BLOCK



RIGID INSULATION


FLEX. FLASHING IN CMU, DRIP EDGE

WEEP VENT INSERTS





BRICK VENEER



RETURN FLASHING INTO BED JOINT OF BLOCK



RIGID INSULATION


FLEX. FLASHING IN CMU, DRIP EDGE, MDCD

WEEP VENT INSERTS

MORTAR DROPPING COLLECTION DEVICE (MDCD)





BRICK VENEER

WEEP VENT INSERTS



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


RIGID INSULATION


METAL FLASHING W/ DRIP, TERM. BAR, MDCD





BRICK VENEER



RIGID INSULATION


METAL FLASHING, METAL RECEIVER

METAL FLASHING RECEIVER SET IN CMU BED JOINT

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

WEEP VENT INSERTS



BRICK LEDGE, T/FDTN. ABOVE GRADE



GRADE TO SLOPE AWAY FROM WALL

BELOW-GRADE INSULATION AND WATERPROOFING


FOUNDATION


RIGID INSULATION


FLASHING SYSTEM

BRICK VENEER

T/ BRICK LEDGE

4” MIN.


T/FDTN.



BRICK LEDGE, T/FDTN. BELOW GRADE



GRADE TO SLOPE AWAY FROM WALL

BELOW-GRADE INSULATION AND WATERPROOFING


FOUNDATION


RIGID INSULATION


FLASHING SYSTEM

BRICK VENEER

T/ BRICK LEDGE


T/FDTN.

GROUT OR MORTAR FILL

WATER RESISTANT SURFACE TREATMENT AT BRICK BELOW GRADE


WOOD BLOCKING FOR WINDOW ANCHORAGE

SILL DETAILDETAIL 01.030.0401 REV. 07/28/09

MASONRY SILL, RIGID FLASHING

FLASHING END DAM

MASONRY EXPANSION JOINT AS REQUIRED

WINDOW ASSEMBLY

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

HORIZONTAL JOINT REINFORCEMENT

RIGID INSULATION

RIGID FLASHING TO SPAN ACROSS DRAINAGE CAVITY

ALTERNATE FLASHING LOCATION

WINDOW STOOL NOT SHOWN



MASONRY SILL, RIGID FLASHING, INTERIOR VIEW

CUT BLOCK

WINDOW ASSEMBLY

WINDOW STOOL

CAVITY INSUL.

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

INTERIOR FINISH

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

KEY DETAIL


UNSUPPORTED BRICK RETURN AT JAMBDETAIL 01.030.0501 REV. 10/20/08

EXTERIOR VIEW CAVITY VIEW

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

SILL NOT SHOWN


WINDOW JAMB & SILL DETAILSDETAIL 01.030.0502 REV. 02/19/08

EXTERIOR VIEW INTERIOR VIEW


WINDOW JAMB DETAIL DETAIL 01.030.0502.2D REV. 02/19/08

INTERIOR FINISHHORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES



BLOCKING

BRICK VENEER

RIGID INSULATION

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

AIR/WATER/VAPOR BARRIER AS REQ’D

WINDOW STOOL

WINDOW SILL

WINDOW ASSEMBLY

3D VIEW


HEAD DETAILDETAIL 01.030.0601 REV. 09/04/07

STEEL LINTEL & BOND BEAM

INTERIOR VIEW

EXTERIOR VIEW

DETAIL FEATURES

• LOOSE LINTEL AT BRICK• BOND BEAM AT BLOCK• LIGHT GAUGE SUPPORTACROSS CAVITY



STEEL LINTEL W/ DOUBLE ANGLE

INTERIOR VIEWEXTERIOR VIEWDETAIL FEATURES

• LOOSE LINTEL AT BRICK• STEEL ANGLES AT BLOCK• LIGHT GAUGE SUPPORTACROSS CAVITY



PLATE WELDED TO STEEL BEAM

DETAIL FEATURES

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


SHELF ANGLE DETAIL DETAIL 01.030.0701 REV. 06/19/08

TYP. FACE BRICK

HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES


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

WEEP/VENT

SEALANT & BACKER ROD

RIGID INSUL.

COMPRESSIBLE FILLER, OPTIONAL

ADJUSTABLE SHELF ANGLE

TYPICAL FACE BRICK ABOVE & BELOW ANGLE



SHELF ANGLE DETAIL DETAIL 01.030.0701.2D REV. 06/19/08

TYP. FACE BRICK



THRU-WALL FLASHING

WEEP VENT



TYP. FACE BRICK ABOVE AND BELOW ANGLE


METAL DRIP EDGE SET IN MASTIC OR SEALANT

RIGID INSULATION



LIPPED BRICK



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

WEEP/VENT


RIGID INSUL.


ADJUSTABLE. SHELF ANGLE

LIPPED BRICK, OPTIONAL



LIPPED BRICK



THRU-WALL FLASHING

WEEP VENT



LIPPED BRICK BELOW SHELF ANGLE



RIGID INSULATION



TYP. FACE BRICK, TERM. BAR



THRU-WALL FLASHING

WEEP VENT




MECH. FASTENED TERM. BAR



RIGID INSUL.



TYP. FACE BRICK, TERM. BAR



THRU-WALL FLASHING

WEEP VENT




MECH. FASTENED TERMINATION BAR W/ CONT. BEAD OF SEALANT AT TOP



RIGID INSULATION


CUT BLOCK BELOW FLASHING

HORIZONTAL JOINT REINF. @ 16” O.C. W/ INTEGRAL WALL TIES

ROOF MEMBRANE

TERMINATION BAR W/ CONT. SEALANT

FACE BRICK

THRU-WALL FLASHING

ROOF STRUCTURE

SHEET METAL RECEIVER

COUNTER-FLASHING

WEEP VENT

THRU-WALL FLASHING

CMU BACKUP

CAVITY INSUL.

ROOF DETAILDETAIL 01.030.0751 REV. 11/6/07

HIGH WALL – LOW ROOF


ROOF DETAILDETAIL 01.030.0751A REV. 11/6/07

HIGH WALL – LOW ROOF

CANT STRIP

TERMINATION BAR W/ CONT. SEALANT

FACE BRICK

THRU-WALL FLASHING

SHEET METAL RECEIVER

COUNTERFLASHING

WEEP VENT

KEY DETAIL

KEY SECTION

ROOF MEMBRANE


MASONRY WALL CAP DETAIL 01.030.0801 REV. 011/04/08

OPEN CAVITY

MASONRY COPING: LIMESTONE, CAST STONE, CALCIUM SILICATE, OR PRECAST CONCRETE; OVERHANG MASONRY WALL 1½” MIN.; SLOPED TOP

SEE DETAIL 01.759 FOR WALL CAP JOINT OPTIONS

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

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

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

GROUT & REINFORCING AS REQ’D.

SEALANT BELOW DRIP, OPT. (NOT SHOWN)

HORIZONTAL JOINT REINFORCEMENT W/ WALL TIES

SLOPED MORTAR BED TO SUPPORT CANTED FLASHING, OPT.

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

RIGID INSULATION

FACE BRICK

SEALANT & BACKER ROD, BOTH SIDES OF WALL CAP



FILLED CAVITY


SEE DETAIL 01.759 FOR WALL CAP JOINT OPTIONS

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


DRAINAGE CAVITY

GROUT & REINFORCING AS REQ’D.


HORIZONTAL JOINT REINFORCEMENT W/ WALL TIES

GROUT OR MORTAR FILL FOR DOWEL ANCHORAGE AND FLASHING SUPPORT


RIGID INSULATION

FACE BRICK


MESH TO RETAIN GROUT OR MORTAR FILL


METAL COPING DETAILDETAIL 01.030.0803 REV. 11/20/07

FACE BRICK

ROOF MEMBRANE

FORMED METAL COPING

ROOF STRUCTURE

CONT. WOOD BLOCKING SLOPED 1” PER FOOT, MIN.

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

4” MIN. LAP JOINT W/ SEALANT

BOND BEAM OR GROUT CORES SOLID AT ANCHOR BOLTS

WOOD NAILER W/ ANCHOR BOLTS

ROOF MEMBRANE UNDER COPING

SEALANT


METAL COPING DETAILDETAIL 01.030.0803.2D REV. 11/20/07

FACE BRICK

ROOF MEMBRANE

FORMED METAL COPING

CONT. WOOD BLOCKING SLOPED 1” PER FOOT, MIN.

BOND BEAM OR GROUT CORES SOLID AT ANCHOR BOLTS

WOOD NAILER W/ ANCHOR BOLTS

ROOF MEMBRANE UNDER COPING

CANT STRIP

SEALANT

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

CONT. CLEAT W/ SLOTTED OR OVER-SIZED HOLES @ 24” O.C.

SEALANT

RIGID INSULATION

CONCRETE MASONRY BACKUP TREATED W/ AIR/ VAPOR/ MOISTURE BARRIER AS REQ’D


MASONRY COPING JOINTSDETAIL 01.030.0811 REV. 11/04/08

TOOLED MORTAR JOINT

INCORRECT

RAKE BACK MORTAR AND APPLY SEALANT JOINT

OPTION 1SEALANT AND BACKER ROD

OPTION 2


ARCHITECTURAL EFFECTDETAIL 01.030.1001 REV. 08/31/07

PROJECTED COURSE

MORTAR

WASH


COLUMN DETAILDIAGRAM 01.030.1101 REV. 07/31/09

AT INTERFACE WITH TUBE STEEL


BEAM DETAILDETAIL 01.030.1201 REV. 03/02/09

PLATE WELDED TO DEEP BEAM


MOVEMENT JOINTDETAIL 01.030.1301 REV. 03/14/11

HORIZONTAL JOINT REINFORCEMENT, DISCONTINUOUS AT MOVEMENT JOINT

OPTION 1:

EJ & CJ ALIGNED

OPTION 2:

EJ & CJ OFFSET

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

MOVEMENT JOINT (MJ):CONTROL JOINT AND/ OR EXPANSION JOINT

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

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


ISOLATION JOINTDETAIL 01.030.1311 REV. 06/18/08

EXISTING WALL

ANCHOR TRANSFERS TRANSVERSE LOADS AND ALLOWS INDEPENDENT MOVEMENT OF INTERSECTING WALLS

SEALANT, BACKER ROD, AND COMPRESSIBLE FILLER

NEW WALL


EXPANSION JOINTDETAIL 01.030.1321 REV. 08/09/09

AT WINDOW

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

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

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

FLASHING END DAM RETURNED INTO HEAD JOINT

WINDOW SYSTEM

STRUCT. STEEL LINTEL

FLASHING SYSTEM W/ DRIP EDGE




WEEP VENT

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

BRICK VENEER

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

MECH. FASTENED TERMINATION BAR

WATER-RESISTANT MEMBRANE

5/8” EXTERIOR SHEATHING

METAL STUDS

RIGID INSULATION

FOUNDATION






WEEP VENT


BRICK VENEER





METAL STUDS

RIGID INSULATION

FOUNDATION

KEY DETAILSEE 02.101

BASE OF WALL DETAILDETAIL 01.040.0301.2D REV. 11/13/07





WEEP VENT


BRICK VENEER


MECH. FASTENED TERMINATION BAR



METAL STUDS

RIGID INSULATION

FOUNDATION

CAVITY INSERT/ MORTAR COLLECTION DEVICE






WEEP VENT


BRICK VENEER





METAL STUDS

RIGID INSULATION

FOUNDATION

CAVITY INSERT/ MORTAR COLLECTION DEVICE KEY DETAIL

SEE 02.102

BASE OF WALL DETAILDETAIL 01.040.0302.2D REV. 11/13/07



DETAIL FEATURES

• BELOW GRADE BRICK• GROUT SUPPORTS FLASHING

BELOW GRADE• TERMINATION BAR• CAVITY INSERT• ADJUSTABLE VENEER TIES• AIR BARRIER


BRICK LEDGE, T/ FOUNDATION BELOW GRADE


DETAIL FEATURES

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



DETAIL FEATURES

• NO RETURN AT CAVITY

INTERIOR VIEW

EXTERIOR VIEW

WINDOW JAMB DETAILDETAIL 01.040.0501 REV. 09/16/07


SHEATHING

WATER RESISTANT BARRIER

WOOD STUDS

RIGID INSULATION

FLASHING W/ TERMINATION BAR

ADJUSTABLE VENEERANCHORS FASTENEDTHROUGH INSULATION& SHEATHING TO STUDS

WATER RESISTANT BARRIER (HOUSEWRAP) MUST BE USEDIF SHEATHING IS NOT WATER RESISTANT AND JOINTS IN SHEATHING ARE NOT TAPED ANDSEALED. LAP WATER RESISTANTBARRIER OVER TOP OF FLASHING

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

PLAN

BACKING SYSTEM


FLEX. FLASHING, TERM. BAR


BASE OF WALLDETAIL 01.070.0301 REV. 12/10/09

ADHERED VENEER OVER CMU, NO DRAINAGE MAT


BASE OF WALLDETAIL 01.070.0302 REV. 12/10/09

ADHERED VENEER OVER CMU, DRAINAGE MAT


THIN BRICK MOCKUPDETAIL 01.070.2101 REV. 5/11/10

PREFAB. BRICK PANELS, CMU & STEEL STUD BACKUPS

AREA OF PANEL INSTALLATION DEMONSTRATION

STARTER CHANNEL AT BASE COURSE

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

TYVEK WRB

KEENE DRAINAGE MAT AT METAL STUD PORTION ONLY

ENGINEERED THIN BRICK PANEL SYSTEM MECH. FASTENED TO CMU BACKUP

5”± WIDE FILLER STRIP AT CORNERS

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.

DEMONSTRATE GROUTING JOINTS W/ SPECMIX POLYMER MODIFIED MORTAR APPLIED USING GROUT BAG

CMU BACKUP W/ AIR BARRIER BY DCTC INSTRUCTORS

15# BUILDING FELT


METAL STUD FRAMINGMETAL LATH

WATER RESISTANT BARRIER

STONE CAP IN MORTAR SETTING BED

TYPE S MORTAR SCRATCH COAT

LEVEL SCRATCH COAT AT TOP OF WALL

ADHERED VENEER

LATH OVER TOP OF WALL; LAP OVER WALL LATH 4” MIN.

SELF-ADHERING FLASHING OVER TOP OF WALL CONSTRUCTION; LAP OVER WATER RESISTANT BARRIER

EXTERIOR GYPSUM SHEATHING

SLOPING SOLID SHIM, E.G. BEVELED SIDING

TYPE S MORTAR SETTING BED

TOP OF WALLDETAIL 01.080.0801 REV. 05/13/08

SHEATHING & METAL STUDS


MORTAR SCRATCH COAT

MORTAR SETTING BED

METAL LATH

WATER RESISTANT BARRIER, 2 LAYERS RECOMMENDED

EXTERIOR GYPSUM SHEATHING

INSULATION

WOOD FRAMING

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

DOUBLE LAP WATER RESISTANT BARRIER AROUND CORNER 16” MIN.

INTERIOR FINISH

ADHERED VENEER

CORNER DETAILDETAIL 01.090.1501 REV. 05/27/08

GYP. SHEATHING & WOOD STUDS, OUTSIDE CORNER


FRESH AIR INTAKE

RAISED HEARTH

MANTEL SHELF

FACESMOKE SHELF

FIREBACK

LINTEL

FIREBOX

DAMPER

FIREPLACE OPENING

SMOKE CHAMBER

STEEL ANGLE TO SUPPORT CORBELED BRICK INFILL ABOVE

FIRESTOP INSUL., 2” MIN.

CHIMNEY

CLAY FLUE LINER

PARGE BRICK AT SMOKE CHAMBER

ASH PIT

FOUNDATION

FIRESTOP INSUL

BRICK INFILL

FIREPLACE DETAILDETAIL 01.160.0101 REV. 01/18/11


CAST IN PLACE REINFORCED CONCRETE CHIMNEY CAP

SPARK ARRESTOR

CEMENTITIOUS BACKER UNIT

CONT. FLASHING UNDER CAP

ROOFING MATERIAL MAY VARY

BRICK OR CMU INFILL

FORMWORK, TO BE REMOVED

½” INSULATION FOR BOND BREAK

BABY TINS. COUNTERFLASHING NOT SHOWN

CLAY FLUE LINER SET IN FIRECLAY MORTAR

SEALANT

CHIMNEY DETAILDETAIL 01.160.0201 REV. 01/18/11


FLOOR FRAMING

4” MIN.

CEMENTITIOUS BACKER UNIT OR OTHER NONCOMBUSTIBLE FORMWORK

PLYWOOD & COMBUSTIBLE FORMWORK MUST BE REMOVED

2” MIN. CLEARANCE TO COMBUSTIBLES, OR PER CODE

CMU OR CONCRETE FOUNDATION

HEARTH SLAB SUPPORT WALL

#4 REBAR, MIN.

HEARTH SUPPORT SLABDETAIL 01.160.0301 REV. 01/18/10


ELEVATIONNOT TO SCALE

2

SECTIONNOT TO SCALE

3

5’-4”

6’-0”

MODULAR FACE BRICK

RIGID INSUL.

WEEP VENTS @ 24” O.C.

8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING

5

S.S. FLASHING & RECEIVER

MOCKUP #01SHEET 01.210.0102 REV. 01/28/08


MODULAR FACE BRICK

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


½” 45° HEMMED DRIP EDGE

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


2” THICK RIGID INSUL.


7 5/8”2”2¾”3 5/8”

16”

3D VIEWNOT TO SCALE

4DETAILNOT TO SCALE

5

MOCKUP #01SHEET 01.210.0103 REV. 01/28/08

BASE DETAIL



2

SECTIONNOT TO SCALE

3

4’-8”

6’-0”

MODULAR FACE BRICK



5

RIGID INSULATION

SELF-ADHERING RUBBERIZED ASPHALT FLASHING

S.S. TERM. BAR

10” H. CAVITY INSERT

HOR. JOINT REINF./ WALL TIES

S.S. DRIP

MOCKUP #02SHEET 01.210.0202 REV. 01/30/08


MODULAR FACE BRICK

¾” S.S. TERMINATION BAR W/ CONT. SEALANT @ TOP

2” THICK x 10” H. CAVITY INSERT

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

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




7 5/8”2”2¾”3 5/8”

16”

3D VIEWNOT TO SCALE

4DETAILNOT TO SCALE

5


MOCKUP #02SHEET 01.210.0203 REV. 01/30/08

BASE DETAIL



2

SECTIONNOT TO SCALE

3

4’-8”

6’-0”

MODULAR FACE BRICK



5

RIGID INSULATION

5 OZ. COPPER FLASHING

10” H. CAVITY INSERT

HOR. JOINT REINF.W/ WALL TIES @ THIRD BLOCK COURSE; NO WALL TIES @ BASE COURSE REINF.

MOCKUP #03SHEET 01.210.0302 REV. 02/05/08


MODULAR FACE BRICK

2” THICK x 10” H. CAVITY INSERT

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



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

7 5/8”2”2¾”3 5/8”

16”

3D VIEWNOT TO SCALE

4DETAILNOT TO SCALE

5


MOCKUP #03SHEET 01.210.0303 REV. 02/05/08

BASE DETAIL


3D OVERVIEWNOT TO SCALE

1

MOCKUP #04SHEET 01.210.0401 REV. 02/19/08


SECTIONNOT TO SCALE

3 SILL DETAILNOT TO SCALE

5

5’-4” HEAD DETAIL

NOT TO SCALE4

HALF-HIGH BLOCK AT SILL

1” S.S. TERM. BAR W/ CONT. SEALANT

40 MIL SELF-ADHERING RUBBERIZED ASPHALT FLASHING

SLOPE BRICK ROWLOCK SILL 15º

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

COTTON SASH CORD ROPE WICK @ 16” O.C.


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

3½” x 3½” x 3/16” STEEL ANGLE W/ 4” BEARING EA. END

½” 45° S.S. HEMMED DRIP EDGE, 3” WIDE

40 MIL SELF-ADHERING RUBBERIZED ASPHALT FLASHING

2” RIGID INSUL.

4

5

3 5/8” 2¾” 2” 7 5/8””

MOCKUP #04SHEET 01.210.0403 REV. 02/19/08


SILL DETAILNOT TO SCALE

7SILL DETAILNOT TO SCALE

6

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

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

COTTON SASH CORD ROPE WICK @ 16” O.C.

40 MIL SELF-ADHERING RUBBERIZED ASPHALT THRU-WALL FLASHING

SLOPE BRICK ROWLOCK SILL 15º

MOCKUP #04SHEET 01.210.0404 REV. 02/19/08

SILL DETAILS


HEAD DETAILNOT TO SCALE

8

MODULAR FACE BRICK


RIGID INSULATION

40 MIL SELF-ADHERING RUBBERIZED ASPHALT THRU-WALL FLASHING

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

¾” S.S. TERMINATION BAR W/ CONT. SEALANT @ TOP


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

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

RETURN FACE BRICK AT JAMBS

3½” x 3½” x 3/16” STEEL ANGLE W/ 4” BEARING EA. END

MOCKUP #04SHEET 01.210.0405 REV. 02/19/08

HEAD DETAIL


MOCKUP #05SHEET 01.210.0501 REV. 10/09/08


MOCKUP #05SHEET 01.210.0502 REV. 10/09/08


MOCKUP #05SHEET 01.210.0503 REV. 10/09/08


MOCKUP #05SHEET 01.210.0504 REV. 10/09/08


MOCKUP #05SHEET 01.210.0505 REV. 10/09/08


MOCKUP #05SHEET 01.210.0506 REV. 10/09/08


MOCKUP #05SHEET 01.210.0507 REV. 10/09/08


MOCKUP #05SHEET 01.210.0509 REV. 10/09/08


FULL HEAD JOINTSDIAGRAM 01.410.0101 REV. 07/29/09


END DAM DIAGRAMDIAGRAM 01.410.0201 REV. 02/04/11

EXTEND FLASHING FLUSH OR BEYOND FACE OF MASONRY

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

FIELD-FORMED FLASHING END DAM

CAVITY INSULATION NOT SHOWN FOR CLARITY OF DETAIL

2” RECOMMENDED; 1” MIN.

SEALANT

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


END DAM DIAGRAMDIAGRAM 01.410.0202 REV. 02/04/11

EXTEND FLASHING FLUSH OR BEYOND FACE OF MASONRY

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.

PREFABRICATED FLASHING END DAM

CARRY FLASHING ½” MIN. BEYOND END OF LINTEL

CAVITY INSULATION NOT SHOWN FOR CLARITY OF DETAIL

SEALANT



MORTAR JOINT TOLERANCESDIAGRAM 01.410.0301 REV. 08/06/09

3/8”

3/8”

1/4”

1/2”

1/8” 3/4”

ALLOWABLE JOINT TOLERANCE

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

AREA OF DETAIL

ELEVATION

SOURCE: BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-05/ASCE 5-05/TMS 402-05) REPORTED BY THE MASONRY STANDARDS JOINT COMMITTEE (MSJC)


FACE BRICK – ALLOWABLE DISTORTIONDIAGRAM 01.410.0401 REV. 11/04/08

MAX. PERMISSIBLE DISTORTION PER ASTM TABLE


ALLOWABLE VARIATIONS OF MASONRYDIAGRAM 01.410.1411 REV. 08/24//09

OUT-OF-PLUMB

D

WALL HEIGHT

ALLOWABLE VARIATION FROM PLUMB AT ANY POINT

LCI

D

H =

D =

H < 10’-0” D < 1/4“

WHEN

H < 20’-0” D < 3/8“

WHEN

H > 20’-0” D < 1/2“

WHENH



OUT-OF-LINE

d

L < 10’-0” d < 1/4“

WHEN

L < 20’-0” d < 3/8“

WHEN

L > 20’-0” d < 1/2“

WHEN

CIL

d

L

LENGTH OF WALL

ALLOWABLE VARIATION FROM PLAN AT ANY POINT

L =

d =



OUT-OF-LEVEL

CIL

1/4

”

1/2

”

≤10’-0”

1/4

”

1/2

”

≥20’-0”


ELEVATIONSDIAGRAM 01.410.0311 REV. 08/10/09

MORTAR JOINT MATERIAL TAKEOFF

UTILITY BRICK, RUNNING BONDMODULAR BRICK, RUNNING BOND

4 @ 12” x 3/8” = 18.000 SQ. IN.BED JOINTS

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

3 @ 12” x 3/8” = 13.500 SQ. IN.

3 @ 3.625” x 3/8” = 4.078 SQ. IN.

17.578 SQ. IN. MORTAR

18.00% MORTAR 12.21% MORTAR

ONE SQUARE FOOT ONE SQUARE FOOT


ELEVATIONSDIAGRAM 01.410.1311 REV. 08/10/09

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

MOVEMENT JOINT LAYOUT

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


ALLOWABLE CONSTRUCTION TOLERANCESDIAGRAM 01.410.1401 REV. 08/21/09

STEEL (AISC)

CONCRETE (ACI)

BRICK (MSJC)

1”1”2¼”1/2” 1/2”

1¼”

80’-0”

20’-0”

Concrete Block

010 Single Wythe

020 Composite













150 Landscape Walls




310 Building Models


410 Diagrams

510 Modular/Bonding


01 Brick

02 Concrete block

03 Stone, rough


06 Tile

07 Terrazzo

08 Cement

09 Plaster / Stucco

10 Restoration

11 Terra Cotta

12 Refractory

13 AAC

14 Precast Concrete

15 Accessories

21 Structural Steel


23 Metal Siding


50 Building Model


VERTICAL REINFORCEMENT AS REQ’D

GROUT AS REQ’D


CMU SHOWN IN LONGITUDINAL SECTION

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

FOUNDATION

FOUNDATION DOWEL ALIGNMENTDETAIL 02.010.0301 REV. 02/22/09


GROUT & VERTICAL REINFORCEMENT AS REQ’D

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


FOUNDATION

BASE OF WALL DETAIL 02.010.0311 REV. 06/30/11

CUT FLASHING AROUND CELLS TO BE GROUTED

TWO WYTHES OF CMU AT BASE COURSE

SINGLE WYTHE BLOCK, SPLIT BASE COURSE

SINGLE WYTHE CONCRETE MASONRY



SINGLE WYTHE BLOCK, FLASHING @ INSIDE FACE



FOUNDATION

FLASHING

TERMINATION BAR

INTERIOR FINISH MAY VARY



SEAL AROUND DOWEL PENETRATION (SEALANT NOT SHOWN FOR CLARITY)



SINGLE WYTHE BLOCK, PROPRIETARY FLASHING/WEEPS



FOUNDATION

PROPRIETARY SINGLE WYTHE BLOCK FLASHING/ WEEP SYSTEM

PROPRIETARY MESH INSERT





NOTE: STRUCTURAL ELEMENTS MAY VARY AND ARE SHOWN FOR ILLUSTRATION ONLYHORIZONTAL JOINT

REINFORCEMENT

SILL DETAIL DETAIL 02.010.0401 REV. 06/30/11

FLASHING

FLASHING END DAM

SINGLE WYTHE BLOCK

WINDOW SYSTEM


SILL


FLOOR CONNECTION DETAILDETAIL 02.010.0701 REV. 08/31/07


AS REQ’DFIREPROOF SEALANT

FIRESTOP INSULATION MINERAL WOOL

AS REQ’DGROUT & REINFORCING

AT TOP COURSESOLID CMU

ANGLES @ 4’-0” O.C.3” x 3” x 8” L. CLIP

MECH. FASTENED TO UNDERSIDE OF SLAB,BOTH SIDES OF WALL

CONCRETE MASONRY FIREWALL DETAIL 02.010.0702 REV. 08/31/07

T/ WALL AT SLAB ABOVE



SINGLE WYTHE CMU


SEE DETAIL 01.030.0811 FOR WALL CAP JOINT OPTIONS

S.S. FLASHING DRIP, BOTH SIDES OF CAP




GROUT OR MORTAR FILL FOR DOWEL ANCHORAGE AND FLASHING SUPPORT


MESH TO RETAIN GROUT OR MORTAR FILL



SPECIAL SHAPE PILASTER BLOCK

CMU PILASTER W/ GROUT & REINFORCEMENT PER STRUCTURAL ENGINEER

REBAR POSITIONER

GROUTED CELLS PER STRUCTURAL ENGINEER

LOAD BEARING PILASTERDETAIL 02.010.1101 REV. 06/17/08


CONTINUOUS HORIZONTAL STEEL

LINTEL UNITS

BOND BEAM UNITS

VERTICAL STEEL

FLEXURAL STEEL

STIRRUPS

DEEP BEAM DETAIL DETAIL 02.010.1201 REV. 03/02/09


3D VIEW

PLAN

ELEVATION

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

BOND BEAM REINFORCEMENT

BOND BEAMDETAIL 02.010.1202 REV. 03/03/08

AT TOP OF WALL


GROUT & REINFORCING WHERE REQUIRED

SASH BLOCK

PREFORMED GASKET

CAULK & BACKER ROD

TERMINATE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINT

CONTROL JOINT PREFORMED GASKET

DETAIL 02.010.1301 REV. 03/14/11



BUILDING PAPER

GROUT FILL

CAULK & BACKER ROD


CONTROL JOINT GROUT FILL

DETAIL 02.010.1302 REV. 03/14/11





CAULK & BACKER ROD


CERAMIC FIBER BLANKET WHERE REQUIRED FOR FIRE RATING

CONTROL JOINT FIRE-RATED

DETAIL 02.010.1303 REV. 03/14/11



GROUT-FILLED CELLS

GROUT-FILLED CELLS

ANCHOR TRANSFERS TRANSVERSE LOADS AND ALLOWS INDEPENDENT MOVEMENT OF INTERSECTING WALLS

SEALANT AND BACKER ROD

COMPRESSIBLE FILLER

CONTROL JOINT DETAIL 02.010.1311 REV. 06/18/08


WALL SECTIONDETAIL 02.120.0101 REV. 08/21/09

HYBRID WALL SYSTEM


WALL SECTIONDETAIL 02.120.0102 REV. 08/21/09

HYBRID WALL SYSTEM



HYBRID TYPE I & IIa

FOUNDATION LAP LENGTH = TENSION LAP

T/ SLAB

DOWEL –DRILL OR CAST

CONCRETE FOUNDATION


FIG. 1IMI TECH BRIEF 02.13.02



HYBRID TYPE IIb

FOUNDATION LAP LENGTH = 1’-0”

T/ SLAB

DOWEL –DRILL OR CAST

CONCRETE FOUNDATION




FLOOR DETAILDETAIL 02.120.0701 REV. 07/27/09

HYBRID TYPE I & IIa

LAP LENGTH = TENSION LAPT/ FLOOR



WELDABLE REINFORCEMENT


FLOOR DETAILDETAIL 02.120.0702 REV. 07/27/09

HYBRID TYPE IIB

LAP LENGTH = 1’-0”T/ FLOOR



BENT BAR



OPTION 1

WELDABLE REINFORCEMENT

BOND BEAM THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER

1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT

BOND BEAM

GROUT & REINFORCING AS REQ’D

SECTION3D VIEW

ROOF DECK

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



OPTION 2

LATERAL BRACING AS REQ’D FOR WF

BOND BEAM

THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER


BOND BEAM


SECTION3D VIEW

ROOF DECK


CONT. PLATE



OPTION 3

BOND BEAM



BOND BEAM


SECTION3D VIEW

ROOF DECK


CUT CMU AROUND JOIST BEARING

CONT. PLATE


PLANK AT BEARING WALLDETAIL 02.120.0751 REV. 11/25/08

INTERMEDIATE ELEVATION

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

3” MIN. BEARING & BEARING STRIP

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

GROUT PLANK SOLID AT BEARING

GROUT & VERTICAL REINFORCING AS REQUIRED

SOLID CMU

PRECAST CONCRETE PLANK

NOTE: VENEER & AIR/ MOISTURE BARRIER NOT SHOWN

HORIZONTAL. JOINT REINFORCEMENT

TOPPING IF REQ’D

LAP VERTICAL BAR SPLICE ABOVE PLANK LEVEL



INTERIOR WALL, INTERMEDIATE ELEV.

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


HORIZ. JOINT REINFORCEMENT

TOPPING IF REQ’D

LAP SPLICE ABOVE PLANK LEVEL


TOP OF WALL DETAILDETAIL 02.120.0801 REV. 07/27/09

HYBRID TYPE I & II

THRU BOLT OR LAG BOLT DEPENDENT UPON LOADING

GAP


FIG. 5 IMI TECH BRIEF 02.13.02

1½”

INSTALL PLATES TO ATTACH TO BEAM

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



TOP OF WALL

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



GROUT & VERTICAL REINFORCING AS REQ’D.

SOLID CMU


NOTE: VENEER & AIR/ MOISTURE BARRIER NOT SHOWN

HORIZ. JOINT REINFORCEMENT



INTERIOR, TOP OF WALL

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





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

VERTICAL REINFORCEMENT; LAP SPLICE W/ TOP DOWEL AS REQ’D

GROUT PLANK SOLID AT BEARING


COLUMN CONNECTION DETAILSDETAIL 02.120.1101 REV. 10/15/08

OPTION 1

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

3D VIEWS

BACKER ROD & SEALANT

LIGHT GAGE METAL BACKER AS REQ’D

PROVIDE GAP EQUIVALENT TO ANTICIPATED FRAME DRIFT

PLANSN.T.S.



FOR FIRE-RATED CONSTRUCTION, USE FIRE-RATED SEALANT

FIREPROOFING FOR STEEL NOT SHOWN

APPLIES TO TYPE IAND TYPE II HYBRID

TYPE III HYBRID WOULD REQUIRE FULL BEARING AT STEEL INTERFACES WITH COLUMNS & BEAMS

NOTES:

1.

2.

3.

4.


COLUMN CONNECTION DETAILSDETAIL 02.120.1102 REV. 10/15/08

OPTION 2

3/16”Ф GALVANIZED WIRE ANCHOR

3D VIEWS




PLANSN.T.S.



FOR FIRE-RATED CONSTRUCTION, USE FIRE-RATED SEALANT


APPLIES TO TYPE IAND TYPE II HYBRID

TYPE III HYBRID WOULD REQUIRE FULL BEARING AT STEEL INTERFACES WITH COLUMNS & BEAMS

NOTES:

1.

2.

3.

4.


COLUMN CONNECTION DETAILDETAIL 02.120.1103 REV. 07/24/09



PROVIDE GAP EQUIVALENT TO FRAME DRIFT ANTICIPATED

BACKER ROD & SEALANT, BOTH SIDES OF CMU WALL

3/16” Ф WIRE ANCHOR

NOTES

FOR FIRE-RATED CONSTRUC-TION, USE FIRE-RATED SEALANT


APPLIES TO TYPE I AND II HYBRID

TYPE III HYBRID WOULD REQUIRE FULL BEARING AT STEEL INTER-FACES WITH COLUMNS & BEAMS

1.

2.

3.

4.


UNDERSIDE OF BEAMDETAIL 02.120.1201 REV. 03/02/09

OPTION 1

OPTION 1A: A-SHAPED BLOCK AT TOP COURSE; OR OPTION 1B: CUT OUT FACE SHELL AND REPLACE AFTER GROUTING; HEIGHT VARIES

BOND BEAM AT SECOND COURSE FROM TOP



OPTION 1A OPTION 1B

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




OPTION 2

OPTION 2: SOLID BLOCK AT TOP COURSE (HEIGHT VARIES)

BOND BEAM AT SECOND COURSE FROM TOP



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


OPTION 2



OPTION 3, TYPE II OR TYPE III HYBRID ONLY

OPTION 3: GROUT SOLID FOR TYPE II OR TYPE III HYBRID ONLY

BOND BEAM AT TOP COURSE



STUDS WELDED TO UNDERSIDE OF BEAM


TEMPORARY FORMWORK FOR GROUT


WALL INTERSECTION DETAILDETAIL 02.120.1501 REV. 08/21/09


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

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

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

PREFABRICATED HORIZONTAL JOINT REINFORCEMENT T-SECTIONS (L-SECTIONS AT CORNERS

BRICK VENEER

ADJUSTABLE WALL TIES @ 16” O.C.


BOND BEAM PLAN DETAILDETAIL 02.120.1511 REV. 08/21/09

INTERSECTING WALLS

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

VERTICAL REINFORCING AS REQUIRED

BOND BEAM REINF. AS REQ’D.

NOTES

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

HORIZONTAL JOINT REINFORCEMENT & GROUT NOT SHOWN FOR CLARITY

•

•

•

REINFORCING SIZE NOTED ELSEWHERE ON ENGINEERING DRAWINGS

CONTROL JOINT IF REQ’D

CONCRETE MASONRY BOND BEAM UNITS


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

VERTICAL REINF. AS REQUIRED

BOND BEAM REINF. AS REQ’D.

NOTES

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

•

HORIZONTAL JOINT REINFORCEMENT & GROUT NOT SHOWN FOR CLARITY

•

• REINFORCING SIZE NOTED ELSEWHERE ON ENGINEERING DRAWINGS

CONTROL JOINT IF REQ’D

CONCRETE MASONRY BOND BEAM UNITS

BOND BEAM PLAN DETAILDETAIL 02.120.1512 REV. 08/21/09

CORNER CONDITION


FLANGE WALL

WEB WALL

CONTROL JOINT

50% INTERLOCKING UNITS REQ’D TO BOND WALLS

CONTROL JOINT

GROUT AND REINFORCING AS REQ’D

INTERSECTING WALLSDETAIL 02.120.1521 REV. 02/22/08

50% INTERLOCKING UNITS


RAKE OUT MORTAR AND CAULK

GROUT STOP

WEB WALL

FLANGE WALL

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

STEEL CONNECTOR

CONNECTOR EMBEDDED INTO GROUT-FILLED CORES @ EACH END



STEEL CONNECTOR


VIEW OF INTERSECTING

BOND BEAMS PRIOR TO

GROUT PLACEMENT

LENGTH AS REQUIRED TO DEVELOP REINFORCEMENT


KNOCK OUT FACE SHELL OF BOND BEAM UNIT FOR CONT. GROUT & REINFORCEMENT

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

RAKE OUT MORTAR FOR CONTROL JOINT

FLANGE WALL

WEB WALL

RAKE OUT MORTAR FOR VERTICAL C.J.


BOND BEAMS


GROUT MOLDDIAGRAM 02.410.0101 REV. 07/29/09

POROUS LINING ON FACE OF UNITS

GROUT SPECIMEN

NONABSORBENT BLOCK

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


GROUT MOLDDIAGRAM 02.410.0102 REV. 07/29/09

POROUS LINING ON FACE OF UNITS

GROUT SPECIMEN

NONABSORBENT BLOCK

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


BRACE CLEANOUT AND PLACE GROUT

CUT PORTION OF FACE SHELL TO CREATE CLEANOUT

REINSERT FACE SHELL AND MORTAR IN PLACE

PLACE REINFORCING AND INSPECT WALL FOR OBSTRUCTIONS

REMOVE BRACING

BLOCK CLEANOUTDIAGRAM 02.410.0111 REV. 06/12/09


CUT FACE SHELL FOR CLEANOUT

WOOD BRACING

GROUT & REINFORCEMENT



REINSERT FACE SHELL PIECE TO RESIST GROUT PRESSURE

CUT WEDGE-SHAPED PORTION OF FACE SHELL TO CREATE CLEANOUT

CLEANOUT

MORTAR FACE SHELL EDGES IF NECESSARY



1. CUT OUT PORTION OF FACE SHELL

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

3. HAND-TIGHTEN BRACE

5. REMOVE ACRYLIC AND BREAK OFF PLASTIC BRACE

4. PLACE REBAR & GROUT



1/2” MAX.

MORTAR FIN

MORTAR PROTRUSION TOLERANCEDIAGRAM 02.410.0121 REV. 02/22/09


SPACING OF VERTICAL REINFORCEMENT

±1/2” IF d ≤ 8”

d

±1” IF 8”< d ≤ 24”

±1¼” IF d > 24”

±2”

REINFORCEMENT PLACEMENT TOLERANCEDIAGRAM 02.410.0122 REV. 02/24/09


1/2” MIN. FOR COURSE GROUT 1/4” MIN. FOR FINE GROUT

MINIMUM DISTANCE FROM ANY PROTRUSION:

REINFORCEMENT PLACEMENT TOLERANCEDIAGRAM 02.410.0123 REV. 02/22/09


5/8” MIN.

1/2” MIN.2db MIN.

EXTERIOR FACE OF WALL INTERIOR

FACE OF WALLE

XT

ER

IOR

FA

CE

INT

ER

IOR

FA

CE

HORIZONTAL JOINT REINFORCEMENT W/ DIAMETERdb

2db MIN.

HORIZONTAL JOINT REINFORCEMENT TOLERANCEDIAGRAM 02.410.0124 REV. 02/22/09


LOW LIFT GROUTING PROCEDURESDETAIL 02.410.0131 REV. 06/30/10

VERTICAL REINFORCEMENT FOR CLOSED-END CONCRETE MASONRY UNITS CAN BE SET AFTER WALL HAS BEEN LAID.

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

HORIZONTAL REINFORCEMENT PLACED IN BOND BEAMS AS WALL IS LAID UP

METAL LATH, MESH, OR WIRE SCREEN PLACED IN MORTAR JOINTS UNDER KNOCK-OUT BOND BEAM COURSES TO PREVENT FILLING OF UNGROUTED CELLS

OPTION 2: STANDARD CMU W/ CROSS WEBS KNOCKED OUT AT BOND BEAM COURSE

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

GROUT IN BOND BEAMS & REINFORCED VERTICAL CELLS PLACED IN TOP OF WALL AFTER WALL HAS BEEN LAID UP

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

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

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.


HIGH LIFT GROUTING PROCEDURESDIAGRAM 02.410.0132 REV. 07/06/10

VERTICAL REINFORCEMENT FOR CLOSED-END CONCRETE MASONRY UNITS CAN BE SET AFTER WALL HAS BEEN LAID.

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

HORIZONTAL REINFORCEMENT PLACED IN BOND BEAMS AS WALL IS LAID UP

METAL LATH, MESH, OR WIRE SCREEN PLACED IN MORTAR JOINTS UNDER KNOCK-OUT BOND BEAM COURSES TO PREVENT FILLING OF UNGROUTED CELLS

OPTION 2: STANDARD CMU W/ CROSS WEBS KNOCKED OUT AT BOND BEAM COURSE

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

GROUT IN BOND BEAMS & REINFORCED VERTICAL CELLS PLACED IN TOP OF WALL AFTER WALL HAS BEEN LAID UP

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

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

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


KNOCK-OUT CMU BOND BEAMSDIAGRAM 02.410.0141 REV. 11/30/10

VIEW OF STANDARD BLOCK BEFORE CROSS WEBS ARE KNOCKED OUT

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

METAL LATH, MESH, OR WIRE SCREEN PLACED IN BED JOINTS UNDER KNOCK-OUT BOND BEAM COURSES TO PREVENT FILLING OF UNGROUTED CELLS


HORIZONTAL REINFORCEMENT AS REQ’D


U-BLOCK CMU BOND BEAMSDIAGRAM 02.410.0142 REV. 11/30/10

CMU BOND BEAM MADE FROM U-BLOCK UNITS


HORIZONTAL REINFORCEMENT AS REQ’D

U-BLOCK NOTCHED TO ACCEPT VERTICAL REINFORCEMENT

SPECIAL SHAPE U-BLOCK


INJECTED FOAM INSULATIONDETAIL 02.610.0201 REV. 12/13/08

LONGINTUDINAL SECTION VIEW BEFORE INJECTED FOAM INSUL.

GROUT & REINFORCEMENT AS REQ’D

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

INJECTED FOAM INSULATION CONTINUOUS @ NON-GROUTED CELLS

1.2.

3.PATCH INJECTION PORTS W/ MORTAR TO MATCH EXISTING

4.

Stone, Rough

010 Single Wythe

020 Composite













150 Landscape Walls




310 Building Models


410 Diagrams

510 Modular/Bonding


01 Brick

02 Concrete block

03 Stone, rough


06 Tile

07 Terrazzo

08 Cement

09 Plaster / Stucco

10 Restoration

11 Terra Cotta

12 Refractory

13 AAC

14 Precast Concrete

15 Accessories

21 Structural Steel


23 Metal Siding


50 Building Model


ADHERED STONE MOCKUPDETAIL 03.070.2101 REV. 5/11/10

CMU & METAL STUD BACKUPS

AREA OF ADHERED VENEER INSTALLATION DEMONSTRATION

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

TYVEK WRB

KEENE DRAINAGE MAT AT METAL STUD PORTION ONLY

DAL TILE ® TEJAS STONE

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

DEMONSTRATE GROUTING JOINTS W/ SPECMIX STONE VENEER MORTAR APPLIED USING GROUT BAG

CMU BACKUPMETAL LATH

SPECMIX POLYMER MODIFIED STONE VENEER MORTAR

SCRATCH COAT BY SPECMIX

BOND COAT BY SPECMIX

15# BUILDING FELT


WINDOW DETAILDETAIL 03.090.0401 REV. 04/28/08

GYP. SHEATHING & WOOD STUDS

Stone, Dimensional010 Single Wythe

020 Composite













150 Landscape Walls




310 Building Models


410 Diagrams

510 Modular/Bonding


01 Brick

02 Concrete block

03 Stone, rough


06 Tile

07 Terrazzo

08 Cement

09 Plaster / Stucco

10 Restoration

11 Terra Cotta

12 Refractory

13 AAC

14 Precast Concrete

15 Accessories

21 Structural Steel


23 Metal Siding


50 Building Model


2¼” THICK LIMESTONE PANELS W/ KERF EDGE

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

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)

4” CAVITY FOR SPRAY-FOAM INSULATION (INSUL. NOT SHOWN)

CAULK JOINT BETWEEN PANELS

LIMESTONE ANCHORAGE DETAILDETAIL 04.030.0201 REV. 12/17/08

OPTION 1


MARBLE WALL MOCKUPDETAIL 04.030.2101 REV. 5/3/10

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

INTERACTIVE DEMONSTRATION:

Tile

010 Single Wythe

020 Composite













150 Landscape Walls




310 Building Models


410 Diagrams

510 Modular/Bonding


01 Brick

02 Concrete block

03 Stone, rough


06 Tile

07 Terrazzo

08 Cement

09 Plaster / Stucco

10 Restoration

11 Terra Cotta

12 Refractory

13 AAC

14 Precast Concrete

15 Accessories

21 Structural Steel


23 Metal Siding


50 Building Model


WALL TILEDETAIL 06.070.0101 REV. 09/01/09

ONE-COAT METHOD, WET AREA

DRY-SET OR LATEX-PORTLAND CEMENT MORTAR BOND COAT

WATERPROOF MEMBRANE AS REQ’D

3/8” – 3/4” MORTAR BED W/ METAL LATH

CERAMIC TILE

SOLID BACKING



ONE-COAT METHOD, NON-WET AREA


3/8” – 3/4” MORTAR BED W/ METAL LATH

CERAMIC TILE

SOLID BACKING



CEMENT MORTAR


3/8” – 3/4” MORTAR BED

CERAMIC TILE

SOLID BACKING


3/8” – 3/4” SCRATCH COAT W/ METAL LATH



THINSET ON CONCRETE MASONRY


CERAMIC TILE

CONCRETE MASONRY W/ FLUSH JOINTS


WALL TILE MOCKUPDETAIL 06.070.2101 REV. 4/30/10

LARGE FORMAT PORCELAIN TILE WALL

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

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



MASTIC ON CBU OVER STEEL STUDS

ORGANIC ADHESIVE

CERAMIC TILE


CEMENTITIOUS BACKER UNIT (CBU)


FLOOR TILEDETAIL 06.130.0101 REV. 08/31/09

OVER CBU ON WOOD SUBFLOOR

LATEX-PORTLAND CEMENT MORTAR BOND COAT CERAMIC TILE

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

19/32” EXTERIOR GLUE PLYWOOD SUBFLOOR, TONGUE & GROOVE

1/8” GAP BETWEEN PLYWOOD SHEETS

DRY-SET MORTAR



CEMENT MORTAR ON WOOD SUBFLOOR

LATEX-PORTLAND CEMENT MORTAR BOND COAT

CERAMIC TILE

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

19/32” EXTERIOR GLUE PLYWOOD SUBFLOOR

CLEAVAGE MEMBRANE

1/8” GAP BETWEEN PLYWOOD SHEETS



CEMENT MORTAR BED ON CONCRETE


WATERPROOF / ANTIFRACTURE MEMBRANE AS REQ’D

CONCRETE SUBFLOOR

CERAMIC TILE

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



THINSET ON CONCRETE OR CURED MORTAR BED


WATERPROOF / ANTIFRACTURE MEMBRANE AS REQ’D

CONCRETE OR CURED MORTAR BED

CERAMIC TILE



THINSET ON CONCRETE


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

CERAMIC TILE



OVER CBU & CORK ON CONCRETE


CERAMIC TILE

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

CONCRETE SUBFLOOR

DRY-SET MORTAR

CORK UNDERLAYMENT



OVER CBU ON CONCRETE


CERAMIC TILE

CEMENTITIOUS BACKER UNIT (CBU) W/ TAPED JOINTS

CONCRETE SUBFLOOR

DRY-SET MORTAR



OVER CORK ON CONCRETE


CERAMIC TILE

CONCRETE SUBFLOOR

CORK UNDERLAYMENT


WALL AND FLOOR TILE THINSET, CORNER CONDITION

DETAIL 06.130.1300 REV. 09/10/09

PERIMETER MOVEMENT JOINT


CONCRETE MASONRY W/ FLUSH JOINTS

CERAMIC TILE AT WALLS & FLOOR

MOVEMENT JOINT

AT INTERSECTING

WALLS

AT FLOOR / WALL

MOVEMENT JOINT


FLOOR TILE EXPANSION JOINTDETAIL 06.130.1301 REV. 09/01/09


CERAMIC TILE

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

CONCRETE OR WOOD SUBFLOOR

CLEAVAGE OR WATERPROOF MEMBRANE

SEALANT, BACKER ROD, & COMPRESSIBLE FILLER



CERAMIC TILE

1/4” WIDE CONTROL JOINT, SAW-CUT INTO CONCRETE

SHRINKAGE CRACK

SEALANT, BACKER ROD, & COMPRESSIBLE FILLER

FLOOR TILE EXPANSION JOINTDETAIL 06.130.1302 REV. 09/01/09

OVER CONCRETE CONTROL JOINT

CONCRETE SUBFLOOR


SLAB CURLDETAIL 06.130.1352 REV. 04/23/10

FAILED TILE OVER CURLED CONCRETE

TILE PLACED IN CRACK SUPPRESSION MEMBRANE OVER CONCRETE CONTROL JOINT

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


SLAB CURLDETAIL 06.130.1353 REV. 04/23/10

SUCCESSFUL TILE OVER CURLED CONCRETE

TILE EXPANSION JOINT PLACED OVER CONCRETE CONTROL JOINT

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


FLOOR TILE MOCKUPDETAIL 06.130.2101 REV. 4/30/10

CRACK SUPPRESSION MEMBRANE & FLOOR EXPANSION JOINT

MOCKUP OVERALL DIMENSIONS 3’-0” x 5’-0”

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

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

TILE EXPANSION JOINT, CAULK & BACKER ROD

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

MAPEI ® CRACK SUPPRESSION MEMBRANE

SIMULATED CRACK IN CONCRETE

THIS MOCKUP IS PRE-CONSTRUCTED, i.e. FOR PRESENTATION, NOT DEMONSTRATION


MARBLE FLOOR MOCKUP, WET AREADETAIL 06.130.2102 REV. 5/4/10

MOCKUP OVERALL DIMENSIONS 3’-0” x 5’-0”12” x 12” MARBLE TILE IN LATEX MODIFIED THINSET MORTAR ON MUD BED

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

CEMENTITIOUS BACKER UNIT TO SIMULATE CONCRETE SLAB

LATICRETE HYDRO-BAN® WATERPROOFING MEMBRANE

THIS MOCKUP IS PRE-CONSTRUCTED, i.e. FOR PRESENTATION, NOT DEMONSTRATION

Terrazzo010 Single Wythe

020 Composite













150 Landscape Walls




310 Building Models


410 Diagrams

510 Modular/Bonding


01 Brick

02 Concrete block

03 Stone, rough


06 Tile

07 Terrazzo

08 Cement

09 Plaster / Stucco

10 Restoration

11 Terra Cotta

12 Refractory

13 AAC

14 Precast Concrete

15 Accessories

21 Structural Steel


23 Metal Siding


50 Building Model


DETAIL 07.130.0101 REV. 01/31/11

EPOXY TERRAZZO ON ACCEPTABLE CONCRETE

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


DETAIL 07.130.0102 REV. 01/31/11

EPOXY TERRAZZO ON CONCRETE W/ MOISTURE

BONDING AGENT/ EPOXY 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)

MOISTURE VAPOR PRIMER


DETAIL 07.130.0103 REV. 01/31/11

EPOXY TERRAZZO ON CONCRETE W/ CRACKS


DIVIDER STRIPS


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

EXISTING CRACK IN CONCRETE

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


AND ANTICIPATED CRACKING


DIVIDER STRIPS


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

DETAIL 07.130.0104 REV. 01/31/11

EPOXY TERRAZZO ON CONCRETE W/ MOISTURE

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



DETAIL 07.130.0131 REV. 01/31/11

EPOXY TERRAZZO CONTROL JOINT DETAIL


EXISTING CRACK IN CONCRETE

SAW-CUT CONCRETE AT CRACK

1/8” MIN. CONTROL JOINT WIDTH

METAL L DIVIDER STRIPS SET BACK-TO-BACK

FILL SAW-CUT JOINT W/ JOINT FILLER

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


DETAIL 07.130.0111 REV. 02/02/11

EPOXY TERRAZZO SLAB ON GRADE

EPOXY TERRAZZO SYSTEM

CONTROL JOINT IN TERRAZZO AT EXISTING CRACKS AND AT EXISTING CONTROL JOINTS IN CONCRETE SUBSTRATE

CONT. VAPOR BARRIER UNDER CONCRETE SLAB


COMPACTED FILL

GRADE

CONCRETE SLAB ON GRADE

PRECAST EPOXY TERRAZZO BASE W/ SEALANT JOINT @ TOP


DETAIL 07.130.0121 REV. 02/28/11

EPOXY TERRAZZO SYSTEM OVERVIEW

1/4” – 3/8”

RESINOUS EPOXY TERRAZZO TOPPING

DIVIDER STRIP

VAPOR BARRIER

NEW OR EXISTING CONCRETE SLAB

COMPACTED FILL


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


DETAIL 07.130.0311 REV. 03/01/11

POLYACRYLATE TERRAZZO SYSTEM OVERVIEW

1/4” – 3/8”

POLYACRYLATE TERRAZZO TOPPING

DIVIDER STRIP

VAPOR BARRIER


COMPACTED FILL

PRIMER

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


DETAIL 07.130.0211 REV. 02/28/11

SAND CUSHION TERRAZZO SYSTEM OVERVIEW

UNDERBED: 4 PARTS SAND, 1 PART CEMENT; LOW SLUMP

TERRAZZO TOPPING

DIVIDER STRIP

16 GA., 2” x 2” GALVANIZED WIRE MESH, OR EQUAL

ISOLATION MEMBRANE

SAND DUSTING

VAPOR BARRIER


COMPACTED FILL

2 1/2” MIN.; 3” SUGGESTED

1/2”


TERRAZZO MOCKUP DETAIL 07.130.2101 REV. 5/7/10

5’-0” x 10’-0” CONCRETE PAD

ACTIVE PORTION OF MOCKUP

PROTERRAZZO, 120 GRIND & POLISH

2 “L” STRIPS TO FORM CONTROL JOINT

DEMONSTRATE WASHING & FINISHING RUSTIC TERRAZZO W/ IMI LOGO

PRE-CONSTRUCTED PORTIONS OF MOCKUP

EPOXY TERRAZZO, 120 GRIND & POLISH

RUSTIC TERRAZZO

PRIMER

PROTERRAZZO, ROUGH GRIND EPOXY TERRAZZO, ROUGH GRIND

“T” STRIP


BAC/IMI INTERNATIONAL APPRENTICE CONTEST 2009TERRAZZO SHEET AC.07.220.0901

SECTIONNOT TO SCALE

1

4” NOSING TOSTRIP MEASUREDVERTICALLY

3/8” EPOXY TERRAZZOSTRIP ON PLYWOODBACKING, BOTH SIDES

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

¾” RADIUS NOSING AND ¾” RADIUS COVE

WOODSTRINGER


BAC/IMI INTERNATIONAL APPRENTICE CONTEST 2009TERRAZZO SHEET AC.07.220.0903

SAND CUSHION MOCKUPNOT TO SCALE

2STRIP LAYOUT – SAND CUSHION MOCKUP

NOT TO SCALE1

8’-0”

8’-0

”

1’-0”

TYP.

4’-0” RADIUSARC, TYP.

30°

30°

30°

2½” THICK SAND & CEMENT BED

1½” H. x 1/8” W. ZINC STRIPS

CONCRETE PAD

NOTE: SCREED DRY-PACK ANDSTRIP LAYOUT ONLY; NO TOPPING

Plaster / Stucco

010 Single Wythe

020 Composite













150 Landscape Walls




310 Building Models


410 Diagrams

510 Modular/Bonding


01 Brick

02 Concrete block

03 Stone, rough


06 Tile

07 Terrazzo

08 Cement

09 Plaster / Stucco

10 Restoration

11 Terra Cotta

12 Refractory

13 AAC

14 Precast Concrete

15 Accessories

21 Structural Steel


23 Metal Siding


50 Building Model


STUCCO ASSEMBLYDETAIL 09.070.0101 REV. 12/18/09

DIRECT APPLIED, CONCRETE MASONRY

CONCRETE MASONRY W/ FLUSH MORTAR JOINTS

FINISH COAT

1/4” SCRATCH COATCEMENT PLASTER

BASE COAT

1/2” BROWN COAT




CONCRETE MASONRY

FINISH COAT

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

1/4” SCRATCH COAT W/ LATH EMBEDDED

CEMENT PLASTER BASE COAT

1/2” BROWN COAT



STUCCO OVER CMU W/ INSULATION

CONCRETE MASONRY W/ FLUSH MORTAR JOINTS

FINISH COAT

SELF-FURRING LATH

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

RIGID INSULATION

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

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


CEMENT PLASTER

BASE COAT

1/2” BROWN COAT



SHEATHED CONSTRUCTION, STEEL FRAMING


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

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

SELF-FURRING LATH NOTE: SCREW LATH INTO STUDS FOR EXTERIOR GYPSUM SHEATHING

3½” MIN. 22 GA. MIN. STEEL STUDS

FINISH COAT

24” MAX.


1/2” BROWN COAT



SHEATHED CONSTRUCTION, WOOD FRAMING

INSULATION1/8” GAP BETWEEN SHEETS OF PLYWOOD OR OSB AT VERTICAL & HORIZONTAL JOINTS

SHEATHING: EXTERIOR GYPSUM, PLYWOOD, OR OSB

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

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

WOOD STUDS

FINISH COAT



1/2” BROWN COAT



SKIM COAT DIRECT TO CONCRETE

CONCRETE

BONDING AGENT

1/8” FINISH SKIM COAT



TWO COAT STUCCO DIRECT TO CONCRETE

CONCRETE

BONDING AGENT

FINISH COAT



1/2” BROWN COAT



STUCCO ATTACHED TO CONCRETE

CONCRETE

FINISH COAT

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



1/2” BROWN COAT

Masonry Restoration

010 Single Wythe

020 Composite













150 Landscape Walls




310 Building Models


410 Diagrams

510 Modular/Bonding


01 Brick

02 Concrete block

03 Stone, rough


06 Tile

07 Terrazzo

08 Cement

09 Plaster / Stucco

10 Restoration

11 Terra Cotta

12 Refractory

13 AAC

14 Precast Concrete

15 Accessories

21 Structural Steel


23 Metal Siding


50 Building Model


REPOINTING DETAILDIAGRAM 10.410.0101 REV. 08/21/09

DETERIORATED MORTAR

1.

FINAL PASS TOOLED TO CONCAVE OR VEE PROFILE TO MATCH EXISTING

8.1/4” LIFT, FIRST PASS5.

1/4”

FINAL PASS INCORRECTLY SMEARED ABOUT BRICK EDGES RESULTS IN EXAG-GERATED JOINT WIDTH

7.1/4” LIFTS, SUB-SEQUENT PASSES

6.

1/4”

2. JOINT GROUND TO INCORRECT PROFILE

JOINT GROUND TO INCORRECT PROFILE

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

4.

d/3

MAX

d

Terra Cotta Rainscreen

01 Brick 010 Single Wythe

02 Concrete block 020 Composite

03 Stone, rough 030 Anchored Veneer - Masonry Backup

04 Stone, dimensional 040 Anchored Veneer - Steel Stud Backup

05

06 Tile 050 Anchored Veneer - Wood Stud Backup

07 Terrazzo 060 Anchored Veneer - Other Backup

08 Cement 070 Adhered Veneer - Masonry Backup

09 Plaster / Stucco 080 Adhered Veneer - Steel Stud Backup

10 Restoration 090 Adhered Veneer - Wood Stud Backup

11 Terra Cotta 100 Adhered Veneer - Other Backup

12 Refractory 110 Rain Screen Wall

13 AAC 120 Structural Masonry

14 Precast Concrete 130 Flooring - Interior

15 Accessories 140 Paving - Exterior

16 150 Landscape Walls

17 160 Fireplaces & Chimneys

18

19 210 Training Mockups

20 220 Apprentice Contests

21 Structural Steel 310 Building Models

22 Cast-in-Place Conc. 400 Wall Type Analysis

23 Metal Siding 410 Diagrams

510 Modular/Bonding

40 Wall Type Analysis 610 Sustainability / Energy-Efficiency

50 Building Model


TERRA COTTA RAINSCREENDETAIL 11.030.0212 REV. 03/14/11

PLAN DETAIL, CMU BACKUP, INSULATION

CMU BACKUP

ALUMINUM CLIP ANGLE

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

CL

TERRA COTTA CLADDING

INSULATION

PLAN VIEW, N.T.S.

AIR/MOISTURE/VAPOR BARRIER AS REQ’D

3D VIEW, N.T.S.


TERRA COTTA RAINSCREENDETAIL 11.030.0211 REV. 03/14/11

3D VIEW, CMU BACKUP, CAVITY INSULATION

CMU BACKUP

ALUMINUM CLIP ANGLE

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

TERRA COTTA CLADDING

INSULATION



NBK TERRA COTTA RAINSCREEN MOCKUPDETAIL 11.030.2101 REV. 5/3/10

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

INTERACTIVE DEMONSTRATION:

Autoclaved Aerated Concrete (AAC)

010 Single Wythe

020 Composite













150 Landscape Walls




310 Building Models


410 Diagrams

510 Modular/Bonding


01 Brick

02 Concrete block

03 Stone, rough


06 Tile

07 Terrazzo

08 Cement

09 Plaster / Stucco

10 Restoration

11 Terra Cotta

12 Refractory

13 AAC

14 Precast Concrete

15 Accessories

21 Structural Steel


23 Metal Siding


50 Building Model


LOADBEARING AAC MASONRY WALLDETAIL 13.120.0101 REV. 04/23/10

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

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

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

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

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


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

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

AAC EXTERIOR WALL TYPESDETAIL 13.400.0102 REV. 11/20/07


- 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



- 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)



2” OR 3” THICK AAC PANELS

5/8” GYP. BD.

THIN BED MORTAR JOINTS BETWEEN PANELS

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

WOOD STUDS @ 16” O.C.,

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

UL U210 4-HR RATED AAC FIREWALLDETAIL 13.400.0105 REV. 12/02/07


3/8” STUCCO

8” AAC BLOCK

3/16” PLASTER FINISH AT INTERIOR SIDE

5/8” STUCCO

2 x 6 STUDS @ 16” O.C.

1/2” OSB OR PLYWOOD

6” BATT INSULATION

1/2” GYP. BD.

AAC Wall R=15.75 Wood Stud Wall R=15.75

THERMAL COMPARISONDETAIL 13.610.0101 REV. 12/02/07

Masonry Accessories

010 Single Wythe

020 Composite













150 Landscape Walls




310 Building Models


410 Diagrams

510 Modular/Bonding


01 Brick

02 Concrete block

03 Stone, rough


06 Tile

07 Terrazzo

08 Cement

09 Plaster / Stucco

10 Restoration

11 Terra Cotta

12 Refractory

13 AAC

14 Precast Concrete

15 Accessories

21 Structural Steel


23 Metal Siding


50 Building Model


METAL DRIP EDGEDETAIL 15.000.0201 REV. 05/18/09

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.

1/2” MIN. IF RUBBERIZED ASPHALT IS USED FOR FLEXIBLE FLASHING, TO PREVENT DROOL

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

FLEXIBLE THRU-WALL FLASHING


PROPRIETARY DRAINAGE FLASHINGDETAIL 15.000.0202 REV. 08/21/09

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

FLEXIBLE FLASHING

FIBER MESH WEEP MATERIAL

FIBER MESH MORTAR DEFLECTOR PRE-FASTENED TO FLASHING

STAINLESS STEEL DRIP EDGE PRE-FASTENED TO FLASHING

ALL COMPONENTS TERMINATE SHORT OF FLASHING END FOR REQUIRED OVERLAP


FLASHING LAP @ DRIP EDGE

DETAIL 15.000.0203 REV. 08/21/09

LAPPED AND SEALEDTHROUGH-WALL FLASHING

OF MASONRYOUTER FACE

EDGE SET IN MASTICMETAL DRIP W/ HEMMED

OR SEALANT

NOTCHED DRIP EDGE

OF MASONRYOUTER FACE

FOR BUTT JOINT,NOTCH DRIP EDGE

SEE INSET ABOVE

3/4”±


FLASHING CORNERSDETAIL 15.000.0204 REV. 08/24/09

INSIDE CORNER FLASHING PIECE

OVERLAP FLASHING

OUTSIDE CORNER FLASHING PIECE

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

NOTE: FLASHING DRIP EDGES NOT SHOWN FOR CLARITY


FLASHING LAPDIAGRAM 15.410.4101 REV. 02/10/11

6” LAP

DRIP EDGE SET IN SEALANT

PRIMER PER MANUF’R

SEAL FLASHING LAPS W/ MASTIC PER MANUF’R

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


AIR BARRIER – FLASHING INSTALLATION SEQUENCE

DETAIL 15.410.3101 REV. 02/09/11

SUBJECT OF DETAIL

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

OPTION 1

AIR BARRIER APPLIED OVER BACKUP; FLASHING INSTALLED LATER.

EXCLUDED FROM SUBJECT

FACE BRICK, CAVITY INSULATION, AND OTHER WALL COMPONENTS

OPTION 2

FLASHING INSTALLED OVER BACKUP; AIR BARRIER APPLIED LATER

TRANSITION STRIP @ CJ

AIR BARRIER

PRIMER

DRIP EDGE – SEAL AND ADHERE TO SUBSTRATE


THROUGH-WALL FLASHING

MASTIC @ FLASHING LAPS, TYP.

MECH. FAST. TERMINATION BAR, SEAL @ TOP


HORIZONTAL JOINT REINFORCEMENTDETAIL 15.000.0301 REV. 08/21/09

W/ INTEGRAL WALL TIES

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

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


MASONRY ACCESSORIESDETAIL 15.000.0401 REV. 08/21/09

CAVITY INSERT/ MORTAR COLLECTION DEVICE

DEBONDED SHEAR ANCHOR

LADDER-TYPE HORIZONTAL JOINT REINFORCEMENT W/ WALL TIES

TRUSS-TYPE HORIZONTAL JOINT REINFORCEMENT

J-ANCHOR SPLIT-TAIL ANCHOR

TERMINATION BAR

VENEER ANCHOR

WEEP SCREED

HORSESHOE SHIMS

REBAR POSITIONER

FLASHING END DAM

DRIP EDGE

SASH CORD


MASONRY ACCESSORIESDETAIL 15.000.0402 REV. 08/21/09

D213 WALL TIE, LONG PINTLE

SINGLE BRICK TIE, EYE & PINTLE

SMALL TRIANGLE TIE W/ DOVETAIL TAB

CORRUGATED WALL TIE

WEEP VENT

D213 WALL TIE, SHORT PINTLE

LARGE TRIANGLE TIE W/ DOVETAIL TAB

FERO TIE –BLOCK SHEAR CONNECTOR

COLUMN ROD WELDED MOUNTING

WEEP VENT

Wall Type Analysis

010 Single Wythe

020 Composite













150 Landscape Walls




310 Building Models


410 Diagrams

510 Modular/Bonding


01 Brick

02 Concrete block

03 Stone, rough


06 Tile

07 Terrazzo

08 Cement

09 Plaster / Stucco

10 Restoration

11 Terra Cotta

12 Refractory

13 AAC

14 Precast Concrete

15 Accessories

21 Structural Steel


23 Metal Siding


50 Building Model


Interior Insulation Cavity Insulation Inserts at CMU Foamed-in-Place

Granular Fill Exterior Insulation Multiple Locations

Within WallINSULATING MASONRY WALLSDETAIL 40.000.0201 REV. 02/14/09



11 5/8””

EXPANDED POLYSTYRENE INSULATION INSERTS

12” CONCRETE MASONRY UNITS TREATED W/ INTEGRAL WATER REPELLENT

3D VIEW

CMU WALLDETAIL 40.010.0201 REV. 03/13/09

12” SINGLE WYTHE BLOCK W/ INSULATION INSERTS



11 5/8””


12” CONCRETE MASONRY UNITS TREATED W/ INTEGRAL WATER REPELLENT

3D VIEW

CMU WALLDETAIL 40.010.0202 REV. 03/13/09

12” SINGLE WYTHE BLOCK W/ INSUL. INSERTS, STUDS, 3” XPS INSUL.


BRICK VENEER



CMU BACKUP

2” EXTRUDED POLYSTYRENE INSULATION

16”

3 5/8” 2¾” 2” 7 5/8”

2¾” AIR SPACE

3D VIEW

MASONRY CAVITY WALLDETAIL 40.030.0201 REV. 03/13/09



BRICK VENEER



CMU BACKUP


16”

3 5/8” 2¾” 2” 7 5/8”


2¾” AIR SPACE

3D VIEW


2” XPS INSULATION W/ BLOCK INSERTS


BRICK VENEER


16”

3 5/8” 1¾” 3” 7 5/8”


CMU BACKUP


1¾” AIR SPACE

3D VIEW




BRICK VENEER



CMU BACKUP


16”

3 5/8” 1¾” 3” 7 5/8”


1¾” AIR SPACE

3D VIEW


3” XPS INSULATION W/ BLOCK INSERTS


BRICK VENEER



CMU BACKUP

3” POLYISO. INSULATION

16”

3 5/8” 1¾” 3” 7 5/8”

1¾” AIR SPACE

3D VIEW


3” POLYISOCYANURATE INSULATION


BRICK VENEER



CMU BACKUP

3” POLYISO. INSULATION

16”

3 5/8” 1¾” 3” 7 5/8”


1¾” AIR SPACE

3D VIEW


3” POLYISOCYANURATE INSUL. W/ BLOCK INSERTS

masonry detailing series v.3.4

Documents