version 3.4
Brick                           010   Single Wythe                           020   Composite                           030...
CONCEPTUAL WALL SECTIONDETAIL 01.030.0101   REV. 03/26/09                                     © 2011 INTERNATIONAL MASONRY...
2” AIR SPACE RECOMMENDED;                                                               1” MIN. REQ’D FOR DRAINAGE WALLS  ...
2” AIR SPACE RECOMMENDED;                                                              1” MIN. REQ’D FOR DRAINAGE WALLS   ...
2” AIR SPACE RECOMMENDED;                                                              1” MIN. REQ’D FOR DRAINAGE WALLS   ...
2” AIR SPACE RECOMMENDED;                                                          1” MIN. REQ’D FOR DRAINAGE WALLS       ...
2” AIR SPACE RECOMMENDED; 1”                                                            MIN. REQ’D FOR DRAINAGE WALLS     ...
2” AIR SPACE RECOMMENDED;                                                                1” MIN. REQ’D FOR DRAINAGE WALLS ...
2” AIR SPACE RECOMMENDED;                                                               1” MIN. REQ’D FOR DRAINAGE WALLS  ...
2” AIR SPACE RECOMMENDED;                                                            1” MIN. REQ’D FOR DRAINAGE WALLS     ...
2” AIR SPACE RECOMMENDED;                                                    1” MIN. REQ’D FOR DRAINAGE WALLS             ...
2” AIR SPACE RECOMMENDED;                                                    1” MIN. REQ’D FOR DRAINAGE WALLS             ...
2” AIR SPACE RECOMMENDED;                                                             1” MIN. REQ’D FOR DRAINAGE WALLS    ...
WOOD BLOCKING FOR  WINDOW ANCHORAGE                                      ALTERNATE                                        ...
WINDOW ASSEMBLY                                                                                  WINDOW STOOL          STO...
SELF SUPPORTING BRICK                           RETURN AT JAMB                           TOOTHED INTO OUTER               ...
EXTERIOR VIEW                   INTERIOR VIEWWINDOW JAMB & SILL DETAIL SDETAIL 01.030.0502       REV. 02/19/08            ...
HORIZONTAL JOINT                                        INTERIOR FINISH   REINFORCEMENT W/                                ...
INTERIOR VIEW       DETAIL FEATURES       • LOOSE LINTEL AT BRICK       • BOND BEAM AT BLOCK       • LIGHT GAUGE SUPPORT  ...
DETAIL FEATURES                  EXTERIOR VIEW   INTERIOR VIEW         • LOOSE LINTEL AT BRICK         • STEEL ANGLES AT B...
DETAIL FEATURES• PLATE WELDED TO I-BEAM• CUT BLOCK AROUND BEAMHEAD DETAIL            PLATE WELDED TO STEEL BEAMDETAIL 01.0...
2” AIR SPACE                                                           RECOMMENDED; 1”                                  HO...
HORIZONTAL JOINT      REINFORCEMENT W/      INTEGRAL WALL TIES  THRU-WALL FLASHING   RIGID INSULATION   ADJUSTABLE SHELF A...
HORIZONTAL JOINT              2” AIR SPACE                         REINFORCEMENT W/              RECOMMENDED; 1”          ...
HORIZONTAL JOINT     REINFORCEMENT W/     INTEGRAL WALL TIES     RIGID INSULATION     THRU-WALL FLASHING     ADJUSTABLE SH...
HORIZONTAL JOINT                                         REINFORCEMENT W/                                         INTEGRAL...
HORIZONTAL JOINT  REINFORCEMENT W/  INTEGRAL WALL TIES  MECH. FASTENED  TERMINATION BAR W/ CONT.  BEAD OF SEALANT AT TOP  ...
CMU BACKUP                     FACE BRICK                                               CAVITY INSUL.                     ...
FACE BRICK    THRU-WALL FLASHING     WEEP VENT     SHEET METAL RECEIVER     COUNTERFLASHING                               ...
MASONRY COPING: LIMESTONE, CAST          STONE, CALCIUM SILICATE, OR                      S.S. DOWEL W/ SEALANT          P...
MASONRY COPING: LIMESTONE, CAST           STONE, CALCIUM SILICATE, OR           PRECAST CONCRETE; OVERHANG                ...
4” MIN. LAP JOINT W/ SEALANT         FORMED METAL COPING         ROOF MEMBRANE         UNDER COPING                       ...
FORMED METAL COPING                      ROOF MEMBRANE                                                  UNDER COPING      ...
OPTION 1                                      OPTION 2                          RAKE BACK MORTAR AND                      ...
MORTAR                     WASHARCHITECTURAL EFFECT          PROJECTED COURSEDETAIL 01.030.1001                  REV. 08/3...
COLUMN DETAIL         AT INTERFACE WITH TUBE STEELDIAGRAM 01.030.1101                    REV. 07/31/09                    ...
BEAM DETAIL          PLATE WELDED TO DEEP BEAMDETAIL 01.030.1201                  REV. 03/02/09                           ...
HORIZONTAL JOINT                                      REINFORCEMENT,                                      DISCONTINUOUS AT...
EXISTING WALL                                                   ANCHOR TRANSFERS                                          ...
MASONRY EXPANSION JOINT                                          ALIGNED W/ WINDOW JAMB;                                  ...
RIGID INSULATION                                                           WATER-RESISTANT                                ...
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS METAL STUDS 5/8” EXTERIOR SHEATHING ADJUSTABLE WALL TIES @ 16” ...
RIGID INSULATION                                                                 WATER-RESISTANT                          ...
2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS METAL STUDS 5/8” EXTERIOR SHEATHING ADJUSTABLE WALL TIES @ 16” ...
DETAIL FEATURES• BELOW GRADE BRICK• GROUT SUPPORTS FLASHING  BELOW GRADE• TERMINATION BAR• CAVITY INSERT• ADJUSTABLE VENEE...
DETAIL FEATURES• 2-PART FLASHING• ADJUSTABLE VENEER TIES• AIR INFILTRATION BARRIER  (HOUSEWRAP)SILL DETAILDETAIL 01.040.04...
INTERIOR VIEW                                         EXTERIOR VIEW DETAIL FEATURES • NO RETURN AT CAVITYWINDOW JAMB DETAI...
WATER RESISTANT BARRIER                     (HOUSEWRAP) MUST BE USED                     IF SHEATHING IS NOT WATER        ...
BASE OF WALL         ADHERED VENEER OVER CMU, NO DRAINAGE MATDETAIL 01.070.0301                                REV. 12/10/...
BASE OF WALL         ADHERED VENEER OVER CMU, DRAINAGE MATDETAIL 01.070.0302                             REV. 12/10/09    ...
5”± WIDE FILLER STRIP                                                              AT CORNERS    4’-0” x 4’-0” METAL STUD/...
STONE CAP IN MORTAR                                                  SETTING BED                                          ...
INTERIOR FINISH                                                                       WOOD FRAMING  DOUBLE LAP WATER  RESI...
CHIMNEY     CLAY FLUE                       FIRESTOP INSUL., 2” MIN.     LINER     BRICK INFILL     PARGE BRICK AT     SMO...
SPARK ARRESTOR              FORMWORK, TO BE        SEALANT              REMOVED                                      CAST ...
#4 REBAR, MIN.                                              FLOOR FRAMING                                              2” ...
RIGID INSUL.                                             8” CMU BACKUP                                             W/ BITU...
HORIZONTAL JOINT                                      REINFORCEMENT W/ EYE &                                      PINTLE W...
8” CMU BACKUP W/                                             BITUMINOUS                                             DAMPPR...
HORIZONTAL JOINT                                      REINFORCEMENT W/ EYE &                                      PINTLE W...
RIGID INSULATION                                             8” CMU BACKUP W/                                             ...
2” THICK RIGID INSUL.                                                                              16”                    ...
3D OVERVIEW                                    1                                        NOT TO SCALEMOCKUP #04SHEET 01.210...
3 5/8” 2¾” 2”   7 5/8””                                     1” S.S. TERM. BAR W/                                     CONT....
40 MIL SELF-ADHERING RUBBERIZED                                      ASPHALT THRU-WALL FLASHING           2” VERTICAL END ...
RIGID INSULATION                                                          HORIZONTAL JOINT                                ...
MOCKUP #05SHEET 01.210.0501   REV. 10/09/08                                    © 2011 INTERNATIONAL MASONRY INSTITUTE
MOCKUP #05SHEET 01.210.0502   REV. 10/09/08                                    © 2011 INTERNATIONAL MASONRY INSTITUTE
MOCKUP #05SHEET 01.210.0503   REV. 10/09/08                                    © 2011 INTERNATIONAL MASONRY INSTITUTE
MOCKUP #05SHEET 01.210.0504   REV. 10/09/08                                    © 2011 INTERNATIONAL MASONRY INSTITUTE
MOCKUP #05SHEET 01.210.0505   REV. 10/09/08                                    © 2011 INTERNATIONAL MASONRY INSTITUTE
MOCKUP #05SHEET 01.210.0506   REV. 10/09/08                                    © 2011 INTERNATIONAL MASONRY INSTITUTE
MOCKUP #05SHEET 01.210.0507   REV. 10/09/08                                    © 2011 INTERNATIONAL MASONRY INSTITUTE
MOCKUP #05SHEET 01.210.0509   REV. 10/09/08                                    © 2011 INTERNATIONAL MASONRY INSTITUTE
FULL HEAD JOINTSDIAGRAM 01.410.0101   REV. 07/29/09                                      © 2011 INTERNATIONAL MASONRY INST...
NOTE:                                                                       STRUCTURAL ELEMENTS                           ...
NOTE:                                                                            STRUCTURAL ELEMENTS                      ...
1/2”                                                   1/8”                                        3/4”                   ...
MAX. PERMISSIBLE                DISTORTION PER ASTM                TABLEFACE BRICK – ALLOWABLE DISTORTIONDIAGRAM 01.410.04...
I                              C                          D                              L   D                            ...
L                                                  d                                                                      ...
≥20’-0”                                  I                                  C                                  L          ...
18.00% MORTAR                             12.21% MORTAR                      ONE SQUARE FOOT                         ONE S...
WHEN WINDOWS ARE                                                SPACED CLOSE                                              ...
80’-0”                                                                                   20’-0”                           ...
Concrete Block                            010   Single Wythe                            020   Composite                   ...
VERTICAL REINFORCEMENT         AS REQ’D         HORIZONTAL JOINT         REINFORCEMENT         GROUT AS REQ’D         DOWE...
GROUT & VERTICAL                                                             REINFORCEMENT AS REQ’D                       ...
GROUT & VERTICAL                                                       REINFORCEMENT AS REQ’D                             ...
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Masonry Detailing Series v.3.4

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This is the International Masonry Institute's Masonry Detailing Series. For more information visit www.masonrydetails.org or www.imiweb.org

Masonry Detailing Series v.3.4

  1. 1. version 3.4
  2. 2. Brick 010 Single Wythe 020 Composite 030 Anchored Veneer - Masonry Backup 040 Anchored Veneer - Steel Stud Backup01 Brick 050 Anchored Veneer - Wood Stud Backup02 Concrete block 060 Anchored Veneer - Other Backup03 Stone, rough 070 Adhered Veneer - Masonry Backup04 Stone, dimensional 080 Adhered Veneer - Steel Stud Backup06 Tile 090 Adhered Veneer - Wood Stud Backup07 Terrazzo 100 Adhered Veneer - Other Backup08 Cement 110 Rain Screen Wall09 Plaster / Stucco 120 Structural Masonry10 Restoration 130 Flooring - Interior11 Terra Cotta 140 Paving - Exterior12 Refractory 150 Landscape Walls13 AAC 160 Fireplaces & Chimneys14 Precast Concrete 210 Training Mockups15 Accessories 220 Apprentice Contests21 Structural Steel 310 Building Models22 Cast-in-Place Conc. 400 Wall Type Analysis23 Metal Siding 410 Diagrams40 Wall Type Analysis 510 Modular/Bonding50 Building Model 610 Sustainability / Energy-Efficiency
  3. 3. CONCEPTUAL WALL SECTIONDETAIL 01.030.0101 REV. 03/26/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  4. 4. 2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS AIR/MOISTURE/VAPOR BARRIER AS REQUIRED HORIZONTAL JOINT REIN- FORCEMENT 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 FOUNDATIONBASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BARDETAIL 01.030.0301 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  5. 5. 2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS AIR/MOISTURE/VAPOR BARRIER AS REQUIRED HORIZONTAL JOINT REIN- FORCEMENT 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 MORTAR DROPPING & ADHERE TO DRIP EDGE COLLECTION DEVICE (MDCD) WEEP VENT INSERTS DRIP EDGE – SEAL AND ADHERE TO FOUNDATIONBASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR, MDCDDETAIL 01.030.0302 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  6. 6. 2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS AIR/MOISTURE/VAPOR BARRIER AS REQUIRED HORIZONTAL JOINT REIN- FORCEMENT 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 MORTAR DROPPING W/ OUTSIDE FACE OF BRICK COLLECTION DEVICE (MDCD) WEEP VENT INSERTSBASE OF WALL DETAIL FLEX. FLASHING NO DRIP; TERM BAR, MDCDDETAIL 01.030.0303 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  7. 7. 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 SYSTEMBASE OF WALL DETAIL DRAINAGE FLASHINGDETAIL 01.030.0304 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  8. 8. 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 SYSTEMFOUNDATION DETAIL PROPRIETARY DRAINAGE FLASHING (TOTAL FLASH)DETAIL 01.030.0304 REV. 06/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  9. 9. 2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS AIR/MOISTURE/VAPOR BARRIER AS REQUIRED HORIZONTAL JOINT REIN- FORCEMENT 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 FOUNDATIONBASE OF WALL DETAIL FLEX. FLASHING IN CMU, DRIP EDGEDETAIL 01.030.0305 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  10. 10. 2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS AIR/MOISTURE/VAPOR BARRIER AS REQUIRED HORIZONTAL JOINT REIN- FORCEMENT 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 MORTAR DROPPING & ADHERE TO DRIP EDGE COLLECTION DEVICE (MDCD) WEEP VENT INSERTS DRIP EDGE – SEAL AND ADHERE TO FOUNDATIONBASE OF WALL DETAIL FLEX. FLASHING IN CMU, DRIP EDGE, MDCDDETAIL 01.030.0306 REV. 03/16/10 © 2011 INTERNATIONAL MASONRY INSTITUTE
  11. 11. 2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS AIR/MOISTURE/VAPOR BARRIER AS REQUIRED HORIZONTAL JOINT REIN- FORCEMENT 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 INSERTSBASE OF WALL DETAIL METAL FLASHING W/ DRIP, TERM. BAR, MDCDDETAIL 01.030.0311 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  12. 12. 2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS CONCRETE MASONRY BACKUP RIGID INSULATION GROUT & REINFORCEMENT AS REQUIRED HORIZONTAL JOINT REIN- FORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C. BRICK VENEER METAL FLASHING RECEIVER SET IN CMU BED JOINT METAL FLASHING W/ INTEGRAL DRIP EDGE – SEAL AND ADHERE TO FOUNDATION WEEP VENT INSERTSBASE OF WALL DETAIL METAL FLASHING, METAL RECEIVERDETAIL 01.030.0312 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  13. 13. 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 REIN- FORCEMENT W/ EYE & PINTLE T/ BRICK WALL TIES @ 16” O.C. LEDGE T/FDTN. 4” MIN. MORTAR DROPPING COLLECTION DEVICE (MDCD) GRADE TO SLOPE FLASHING SYSTEM AWAY FROM WALL FOUNDATION BELOW-GRADE INSULATION AND WATERPROOFINGBASE OF WALL DETAIL BRICK LEDGE, T/FDTN. ABOVE GRADEDETAIL 01.030.0321 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  14. 14. 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 REIN- FORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C. MORTAR DROPPING COLLECTION DEVICE (MDCD) FLASHING SYSTEM T/FDTN. GRADE TO SLOPE GROUT OR MORTAR FILL AWAY FROM WALL WATER RESISTANT FOUNDATION SURFACE TREATMENT AT BRICK BELOW GRADE BELOW-GRADE INSULATION T/ BRICK AND WATERPROOFING LEDGEBASE OF WALL DETAIL BRICK LEDGE, T/FDTN. BELOW GRADEDETAIL 01.030.0322 REV. 01/27/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
  15. 15. WOOD BLOCKING FOR WINDOW ANCHORAGE ALTERNATE FLASHING LOCATION WINDOW STOOL NOT SHOWN WINDOW ASSEMBLY FLASHING RIGID FLASHING TO SPAN END DAM ACROSS DRAINAGE CAVITY RIGID INSULATION HORIZONTAL JOINT REINFORCEMENT MASONRY EXPANSION JOINT AS REQUIRED MASONRY SILL W/ 1/8” x 1/8” CONT. SAW-CUT DRIPSILL DETAIL MASONRY SILL, RIGID FLASHINGDETAIL 01.030.0401 REV. 07/28/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  16. 16. 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 CAVITY INSUL. 2” AIR SPACE KEY DETAIL RECOMMENDED; 1” AIR SPACE MIN. REQ’D BY CODE FOR VENEERSSILL DETAIL MASONRY SILL, RIGID FLASHING, INTERIOR VIEWDETAIL 01.030.0402 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  17. 17. SELF SUPPORTING BRICK RETURN AT JAMB TOOTHED INTO OUTER WYTHE TO FORM 4” CANTILEVER SILL NOT SHOWN EXTERIOR VIEW CAVITY VIEWUNSUPPORTED BRICK RETURN AT JAMBDETAIL 01.030.0501 REV. 10/20/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  18. 18. EXTERIOR VIEW INTERIOR VIEWWINDOW JAMB & SILL DETAIL SDETAIL 01.030.0502 REV. 02/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  19. 19. HORIZONTAL JOINT INTERIOR FINISH 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 FLASHING UNDER SILL BARRIER AS REQ’D W/ VERTICAL END DAM @ BOTH ENDS OF SILL CONCRETE MASONRY BACKUP RIGID INSULATIONWINDOW JAMB DETAILDETAIL 01.030.0502.2D REV. 02/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  20. 20. INTERIOR VIEW DETAIL FEATURES • LOOSE LINTEL AT BRICK • BOND BEAM AT BLOCK • LIGHT GAUGE SUPPORT EXTERIOR VIEW ACROSS CAVITYHEAD DETAIL STEEL LINTEL & BOND BEAMDETAIL 01.030.0601 REV. 09/04/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  21. 21. DETAIL FEATURES EXTERIOR VIEW INTERIOR VIEW • LOOSE LINTEL AT BRICK • STEEL ANGLES AT BLOCK • LIGHT GAUGE SUPPORT ACROSS CAVITYHEAD DETAIL STEEL LINTEL W/ DOUBLE ANGLEDETAIL 01.030.0603 REV. 09/06/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  22. 22. DETAIL FEATURES• PLATE WELDED TO I-BEAM• CUT BLOCK AROUND BEAMHEAD DETAIL PLATE WELDED TO STEEL BEAMDETAIL 01.030.0604 REV. 09/27/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  23. 23. 2” AIR SPACE RECOMMENDED; 1” HORIZONTAL JOINT MIN. REQ’D FOR REINFORCEMENT W/ DRAINAGE WALLS INTEGRAL WALL TIES RIGID INSUL. THRU-WALL FLASHING W/ METAL DRIP EDGE SET IN ADJUSTABLE MASTIC OR SEALANT SHELF ANGLE WEEP/VENT TYPICAL FACE ADJUSTABLE BRICK ABOVE & SHELF ANGLE BELOW ANGLE SEALANT & BACKER ROD COMPRESSIBLE FILLER, OPTIONALSHELF ANGLE DETAIL TYP. FACE BRICKDETAIL 01.030.0701 REV. 06/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  24. 24. HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES THRU-WALL FLASHING RIGID INSULATION ADJUSTABLE SHELF ANGLE WEEP VENT METAL DRIP EDGE SET IN MASTIC OR SEALANT SEALANT & BACKER ROD TYP. FACE BRICK ABOVE AND BELOW ANGLE COMPRESSIBLE FILLER, OPTIONAL 2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLSSHELF ANGLE DETAIL TYP. FACE BRICKDETAIL 01.030.0701.2D REV. 06/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  25. 25. HORIZONTAL JOINT 2” AIR SPACE REINFORCEMENT W/ RECOMMENDED; 1” INTEGRAL WALL TIES 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, OPTIONALSHELF ANGLE DETAIL LIPPED BRICKDETAIL 01.030.0702 REV. 10/14/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  26. 26. HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES RIGID INSULATION THRU-WALL FLASHING ADJUSTABLE SHELF ANGLE WEEP VENT METAL DRIP EDGE SET IN MASTIC OR SEALANT SEALANT & BACKER ROD LIPPED BRICK BELOW SHELF ANGLE COMPRESSIBLE FILLER, OPTIONAL 2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLSSHELF ANGLE DETAIL LIPPED BRICKDETAIL 01.030.0702.2D REV. 10/14/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  27. 27. 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 TYP. FACE BRICK ABOVE RECOMMENDED; AND BELOW ANGLE 1” MIN. REQ’D FOR SEALANT & BACKER ROD DRAINAGE WALLS COMPRESSIBLE FILLER, OPTIONALSHELF ANGLE DETAIL TYP. FACE BRICK, TERM. BARDETAIL 01.030.0703 REV. 06/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  28. 28. HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES MECH. FASTENED TERMINATION BAR W/ CONT. BEAD OF SEALANT AT TOP THRU-WALL FLASHING RIGID INSULATION ADJUSTABLE SHELF ANGLE WEEP VENT METAL DRIP EDGE SET IN MASTIC OR SEALANT SEALANT & BACKER ROD TYP. FACE BRICK ABOVE AND BELOW ANGLE COMPRESSIBLE FILLER, OPTIONAL 2” AIR SPACE RECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLSSHELF ANGLE DETAIL TYP. FACE BRICK, TERM. BARDETAIL 01.030.0703.2D REV. 06/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  29. 29. CMU BACKUP FACE BRICK CAVITY INSUL. THRU-WALL FLASHING ROOF MEMBRANE CUT BLOCK BELOW FLASHING COUNTER- FLASHING SHEET METAL RECEIVER THRU-WALL FLASHING WEEP VENT TERMINATION BAR W/ CONT. SEALANT ROOF STRUCTURE HORIZONTAL JOINT REINF. @ 16” O.C. W/ INTEGRAL WALL TIESROOF DETAIL HIGH WALL – LOW ROOFDETAIL 01.030.0751 REV. 11/6/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  30. 30. FACE BRICK THRU-WALL FLASHING WEEP VENT SHEET METAL RECEIVER COUNTERFLASHING KEY DETAIL TERMINATION BAR W/ CONT. SEALANT CANT STRIP ROOF MEMBRANE KEY SECTIONROOF DETAIL HIGH WALL – LOW ROOFDETAIL 01.030.0751A REV. 11/6/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  31. 31. MASONRY COPING: LIMESTONE, CAST STONE, CALCIUM SILICATE, OR S.S. DOWEL W/ SEALANT PRECAST CONCRETE; OVERHANG AROUND PENETRATIONS MASONRY WALL 1½” MIN.; SLOPED THROUGH FLASHING TOP 1/8” SAW-CUT DRIP, BOTH SIDES OF WALL CAP SEE DETAIL 01.759 FOR WALL CAP JOINT OPTIONS SEALANT & BACKER ROD, BOTH SIDES CANTED S.S. THRU-WALL OF WALL CAP FLASHING W/ 1/2” EXPOSED DRIP EDGE FACE BRICK SLOPED MORTAR BED TO SUPPORT CANTED FLASHING, SEALANT BELOW DRIP, OPT. OPT. (NOT SHOWN) RIGID INSULATION OPEN DRAINAGE CAVITY, OPTIONAL ABOVE ROOF LINE; ALSO SEE DETAIL GROUT & REINFORCING 01.752 AS REQ’D. HORIZONTAL JOINT REINFORCEMENT W/ WALL TIESMASONRY WALL CAP OPEN CAVITYDETAIL 01.030.0801 REV. 011/04/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  32. 32. MASONRY COPING: LIMESTONE, CAST STONE, CALCIUM SILICATE, OR PRECAST CONCRETE; OVERHANG S.S. DOWEL W/ SEALANT MASONRY WALL 1½” MIN.; SLOPED AROUND PENETRATIONS TOP THROUGH FLASHING 1/8” SAW-CUT DRIP, BOTH SIDES OF WALL CAP SEE DETAIL 01.759 FOR WALL CAP JOINT OPTIONS SEALANT & BACKER ROD, BOTH SIDES THROUGH-WALL OF WALL CAP 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 FACE BRICK AS REQ’D. HORIZONTAL JOINT RIGID INSULATION REINFORCEMENT W/ WALL TIESMASONRY WALL CAP FILLED CAVITYDETAIL 01.030.0802 REV. 011/04/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  33. 33. 4” MIN. LAP JOINT W/ SEALANT FORMED METAL COPING ROOF MEMBRANE UNDER COPING ROOF CONT. WOOD MEMBRANE BLOCKING SLOPED 1” PER FOOT, MIN. WOOD NAILER W/ ANCHOR BOLTS BOND BEAM OR GROUT CORES SEALANT SOLID AT ANCHOR BOLTS CONT. CLEAT, BOTH SIDES W/ SLOTTED OR OVERSIZED HOLES @ 24” O.C. FACE BRICK ROOF STRUCTUREMETAL COPING DETAILDETAIL 01.030.0803 REV. 11/20/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  34. 34. FORMED METAL COPING ROOF MEMBRANE UNDER COPING CONT. WOOD BLOCKING SLOPED 1” PER FOOT, MIN. CONT. CLEAT W/ SLOTTED OR OVERSIZED HOLES @ 24” O.C. CONT. CLEAT W/ SLOTTED OR OVER- SEALANT SIZED HOLES @ 24” O.C. ROOF MEMBRANE WOOD NAILER W/ CANT STRIP ANCHOR BOLTS 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’DMETAL COPING DETAILDETAIL 01.030.0803.2D REV. 11/20/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  35. 35. OPTION 1 OPTION 2 RAKE BACK MORTAR AND SEALANT AND APPLY SEALANT JOINT BACKER ROD INCORRECT TOOLED MORTAR JOINTMASONRY COPING JOINTSDETAIL 01.030.0811 REV. 11/04/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  36. 36. MORTAR WASHARCHITECTURAL EFFECT PROJECTED COURSEDETAIL 01.030.1001 REV. 08/31/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  37. 37. COLUMN DETAIL AT INTERFACE WITH TUBE STEELDIAGRAM 01.030.1101 REV. 07/31/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  38. 38. BEAM DETAIL PLATE WELDED TO DEEP BEAMDETAIL 01.030.1201 REV. 03/02/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  39. 39. HORIZONTAL JOINT REINFORCEMENT, DISCONTINUOUS AT MOVEMENT JOINT EXPANSION JOINT (EJ): SEALANT, BACKER CONTROL JOINT (CJ): ROD, & OPTIONAL PREFORMED COMPRESSIBLE FILLER GASKET, SEALANT, OF PRE- MOLDED FOAM & BACKER ROD OR NEOPRENE PAD 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 OFFSETMOVEMENT JOINTDETAIL 01.030.1301 REV. 03/14/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
  40. 40. EXISTING WALL ANCHOR TRANSFERS TRANSVERSE LOADS AND ALLOWS INDEPENDENT MOVEMENT OF INTERSECTING WALLS NEW WALL SEALANT, BACKER ROD, AND COMPRESSIBLE FILLERISOLATION JOINTDETAIL 01.030.1311 REV. 06/18/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  41. 41. 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 FLASHING SYSTEM MOVEMENT, AND AT FRONT EDGE W/ DRIP EDGE OF LINTEL TO PROVIDE BACKER FOR SEALANT STRUCT. STEEL LINTEL FLASHING MEMBRANE OR PLASTIC BEARING PAD BENEATH BEARING AREA OF ANGLE TO CREATE SLIP PLANE WINDOW SYSTEMEXPANSION JOINT AT WINDOWDETAIL 01.030.1321 REV. 08/09/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  42. 42. RIGID INSULATION WATER-RESISTANT MEMBRANE 2” AIR SPACE RECOMMENDED; METAL STUDS 1” MIN. REQ’D FOR DRAINAGE WALLS 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 SEALANTBASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BARDETAIL 01.040.0301 REV. 11/06/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  43. 43. 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 FOUNDATIONBASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BARDETAIL 01.040.0301.2D REV. 11/13/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  44. 44. RIGID INSULATION WATER-RESISTANT MEMBRANE 2” AIR SPACE RECOMMENDED; METAL STUDS 1” MIN. REQ’D FOR DRAINAGE WALLS 5/8” EXTERIOR SHEATHING ADJUSTABLE WALL TIES @ 16” O.C. VERTICALLY AND 24” O.C. HORIZONTALLY CAVITY INSERT/ MORTAR COLLECTION DEVICE MECH. FASTENED BRICK VENEER TERMINATION BAR THRU-WALL FLASHING 8” VERTICAL MIN., ADHERED TO METAL DRIP EDGE FOUNDATION WEEP VENT METAL DRIP EDGE SET IN MASTIC OR SEALANTBASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR, MDCDDETAIL 01.040.0302 REV. 11/13/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  45. 45. 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 KEY DETAIL SEE 02.102 THRU-WALL FLASHING 8” VERTICAL MIN., ADHERED TO METAL DRIP EDGE WEEP VENT METAL DRIP EDGE SET IN MASTIC OR SEALANT FOUNDATIONBASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR, MDCDDETAIL 01.040.0302.2D REV. 11/13/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  46. 46. DETAIL FEATURES• BELOW GRADE BRICK• GROUT SUPPORTS FLASHING BELOW GRADE• TERMINATION BAR• CAVITY INSERT• ADJUSTABLE VENEER TIES• AIR BARRIERBASE OF WALL DETAIL BRICK LEDGE, T/ FOUNDATION BELOW GRADEDETAIL 01.040.0311 REV. 09/27/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  47. 47. DETAIL FEATURES• 2-PART FLASHING• ADJUSTABLE VENEER TIES• AIR INFILTRATION BARRIER (HOUSEWRAP)SILL DETAILDETAIL 01.040.0401 REV. 08/31/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  48. 48. INTERIOR VIEW EXTERIOR VIEW DETAIL FEATURES • NO RETURN AT CAVITYWINDOW JAMB DETAILDETAIL 01.040.0501 REV. 09/16/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  49. 49. 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 FLASHING W/ TERMINATION BARBASE OF WALL DETAIL FLEX. FLASHING, TERM. BARDETAIL 01.050.0301 REV. 02/14/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
  50. 50. BASE OF WALL ADHERED VENEER OVER CMU, NO DRAINAGE MATDETAIL 01.070.0301 REV. 12/10/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  51. 51. BASE OF WALL ADHERED VENEER OVER CMU, DRAINAGE MATDETAIL 01.070.0302 REV. 12/10/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  52. 52. 5”± WIDE FILLER STRIP AT CORNERS 4’-0” x 4’-0” METAL STUD/ CMU BACKUP W/ AIR GLASS MAT REINFORCED BARRIER BY DCTC GYPSUM BACKUP INSTRUCTORS CONSTRUCTED ON SITE BY S.S. SCHWARZ MASONRY ON MAY 19, 2010 15# BUILDING FELT AREA OF PANEL INSTALLATION DEMONSTRATION TYVEK WRB KEENE DRAINAGE MAT AT METAL STUD PORTION ONLY DEMONSTRATE GROUTING STARTER JOINTS W/ SPECMIX CHANNEL AT POLYMER MODIFIED BASE COURSE MORTAR APPLIED USING GROUT BAG ENGINEERED THIN BRICK PANEL SYSTEM MECH. FASTENED TO CMU NOTE: ALL COMPONENTS OF ENGINEERED BACKUP 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 PREFAB. BRICK PANELS, CMU & STEEL STUD BACKUPSDETAIL 01.070.2101 REV. 5/11/10 © 2010 INTERNATIONAL MASONRY INSTITUTE
  53. 53. 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 STUD METAL LATH FRAMING WATER RESISTANT BARRIERTOP OF WALL SHEATHING & METAL STUDSDETAIL 01.080.0801 REV. 05/13/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  54. 54. INTERIOR FINISH WOOD FRAMING DOUBLE LAP WATER RESISTANT BARRIER INSULATION AROUND CORNER 16” MIN. EXTERIOR GYPSUM SHEATHING WATER RESISTANT DOUBLE LAP LATH BARRIER, 2 LAYERS AROUND CORNER RECOMMENDED TO FRAMING, 16” MIN. METAL LATH MORTAR SCRATCH COAT MORTAR SETTING BED ADHERED VENEERCORNER DETAIL GYP. SHEATHING & WOOD STUDS, OUTSIDE CORNERDETAIL 01.090.1501 REV. 05/27/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  55. 55. CHIMNEY CLAY FLUE FIRESTOP INSUL., 2” MIN. LINER BRICK INFILL PARGE BRICK AT SMOKE CHAMBER MANTEL SHELF DAMPER STEEL ANGLE TO SUPPORT CORBELED SMOKE CHAMBER BRICK INFILL ABOVE SMOKE SHELF FACE FIREBACK FIREPLACE OPENING FIRESTOP INSUL LINTEL RAISED HEARTH FIREBOX FRESH AIR INTAKE ASH PIT FOUNDATIONFIREPLACE DETAILDETAIL 01.160.0101 REV. 01/18/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
  56. 56. SPARK ARRESTOR FORMWORK, TO BE SEALANT REMOVED CAST IN PLACE REINFORCED CEMENTITIOUS CONCRETE BACKER UNIT 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 SHOWNCHIMNEY DETAILDETAIL 01.160.0201 REV. 01/18/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
  57. 57. #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 WALLHEARTH SUPPORT SLABDETAIL 01.160.0301 REV. 01/18/10 © 2011 INTERNATIONAL MASONRY INSTITUTE
  58. 58. RIGID INSUL. 8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING MODULAR FACE BRICK5’-4” S.S. FLASHING & RECEIVER WEEP VENTS @ 24” O.C. 5 6’-0” SECTION 3 NOT TO SCALE ELEVATION 2 NOT TO SCALEMOCKUP #01SHEET 01.210.0102 REV. 01/28/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  59. 59. 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. 3D VIEW S.S. FLASHING ON 4 SLOPED MORTAR BED NOT TO SCALE DETAIL 5 NOT TO SCALE ½” 45° HEMMED DRIP EDGEMOCKUP #01 BASE DETAILSHEET 01.210.0103 REV. 01/28/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  60. 60. 8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING RIGID INSULATION HOR. JOINT REINF./ WALL TIES MODULAR FACE BRICK S.S. TERM. BAR 10” H. CAVITY4’-8” INSERT SELF-ADHERING RUBBERIZED ASPHALT FLASHING S.S. DRIP WEEP VENTS 5 @ 24” O.C. 6’-0” SECTION 3 NOT TO SCALE ELEVATION 2 NOT TO SCALEMOCKUP #02SHEET 01.210.0202 REV. 01/30/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  61. 61. 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 3D VIEW RUBBERIZED ASPHALT 4 FLASHING ON SLOPED NOT TO SCALE DETAIL MORTAR BED 5 NOT TO SCALE 3” WIDE S.S. W/ 45° HEMMED DRIP EDGE PROJECTING ½” FROM FACE OF BRICK, SET IN MASTIC (OPT.) ON SLOPED MORTAR BEDMOCKUP #02 BASE DETAILSHEET 01.210.0203 REV. 01/30/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  62. 62. 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 10” H. CAVITY4’-8” INSERT 5 OZ. COPPER FLASHING WEEP VENTS 5 @ 24” O.C. 6’-0” SECTION 3 NOT TO SCALE ELEVATION 2 NOT TO SCALEMOCKUP #03SHEET 01.210.0302 REV. 02/05/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  63. 63. 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 4 ON SLOPED MORTAR BED, NOT TO SCALE DETAIL EMBEDDED INTO CMU 5 BACKUP NOT TO SCALEMOCKUP #03 BASE DETAILSHEET 01.210.0303 REV. 02/05/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  64. 64. 3D OVERVIEW 1 NOT TO SCALEMOCKUP #04SHEET 01.210.0401 REV. 02/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  65. 65. 3 5/8” 2¾” 2” 7 5/8”” 1” S.S. TERM. BAR W/ CONT. SEALANT 40 MIL SELF-ADHERING RUBBERIZED ASPHALT 2” RIGID INSUL. FLASHING 3½” x 3½” x 3/16” STEEL ANGLE W/ 4” BEARING EA. END WEEP VENTS @ 24” O.C. 4 ½” 45° S.S. HEMMED (2) 3½” x 3½” x 3/16” DRIP EDGE, 3” WIDE STEEL ANGLES, 8” HEAD DETAIL BEARING EA. END 5’-4” 4 NOT TO SCALE 40 MIL SELF-ADHERING RUBBERIZED ASPHALT FLASHING SLOPE BRICK ROWLOCK SILL 15º COTTON SASH CORD HALF-HIGH 5 ROPE WICK @ 16” O.C. BLOCK AT SILL 26 GA. STAINLESS STEEL EXTENDING INTO CMU BACKUP TO SUPPORT THRU-WALL FLASHING ACROSS AIR SPACE; ½” 45° HEMMED DRIP EDGE SECTION SILL DETAIL 3 5 NOT TO SCALE NOT TO SCALEMOCKUP #04SHEET 01.210.0403 REV. 02/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  66. 66. 40 MIL SELF-ADHERING RUBBERIZED ASPHALT THRU-WALL FLASHING 2” VERTICAL END DAM, 26 GA. STAINLESS STEEL FIELD FORMED WITH EXTENDING INTO CMU BACKUP RUBBERIZED ASPHALT TO SUPPORT THRU-WALL FLASHING FLASHING ACROSS AIR SPACE; ½” 45° HEMMED DRIP EDGE COTTON SASH CORD SILL DETAIL ROPE WICK @ 16” O.C. SILL DETAIL 6 7 NOT TO SCALE NOT TO SCALE SLOPE BRICK ROWLOCK SILL 15ºMOCKUP #04 SILL DETAILSSHEET 01.210.0404 REV. 02/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  67. 67. 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” WEEP VENTS STEEL ANGLE W/ 4” @ 24” O.C. BEARING EA. END MODULAR (2) 3½” x 3½” x 3/16” FACE BRICK STEEL ANGLES, 8” BEARING EA. END RETURN FACE 26 GA. STAINLESS BRICK AT JAMBS STEEL ½”, 45° HEMMED DRIP EDGE HEAD DETAIL 2” VERTICAL END DAM, 8 FIELD FORMED WITH NOT TO SCALE RUBBERIZED ASPHALT FLASHINGMOCKUP #04 HEAD DETAILSHEET 01.210.0405 REV. 02/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  68. 68. MOCKUP #05SHEET 01.210.0501 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  69. 69. MOCKUP #05SHEET 01.210.0502 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  70. 70. MOCKUP #05SHEET 01.210.0503 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  71. 71. MOCKUP #05SHEET 01.210.0504 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  72. 72. MOCKUP #05SHEET 01.210.0505 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  73. 73. MOCKUP #05SHEET 01.210.0506 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  74. 74. MOCKUP #05SHEET 01.210.0507 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  75. 75. MOCKUP #05SHEET 01.210.0509 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  76. 76. FULL HEAD JOINTSDIAGRAM 01.410.0101 REV. 07/29/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  77. 77. 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 EXTEND FLASHING FLUSH OR BEYOND FACE OF MASONRYEND DAM DIAGRAM FIELD-FORMED FLASHING END DAMDIAGRAM 01.410.0201 REV. 02/04/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
  78. 78. 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. EXTEND FLASHING SEALANT FLUSH OR BEYOND FACE OF MASONRYEND DAM DIAGRAM PREFABRICATED FLASHING END DAMDIAGRAM 01.410.0202 REV. 02/04/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
  79. 79. 1/2” 1/8” 3/4” ALLOWABLE SOURCE: BUILDING CODE JOINT TOLERANCE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-05/ASCE 5- BED JOINT ±1/8” 05/TMS 402-05) REPORTED BY THE 1/4” HEAD JOINT -1/4”, +3/8” MASONRY STANDARDS JOINT COLLAR JOINT -1/4”, +3/8” COMMITTEE (MSJC) AREA OF DETAIL 3/8” 3/8” ELEVATIONMORTAR JOINT TOLERANCESDIAGRAM 01.410.0301 REV. 08/06/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  80. 80. MAX. PERMISSIBLE DISTORTION PER ASTM TABLEFACE BRICK – ALLOWABLE DISTORTIONDIAGRAM 01.410.0401 REV. 11/04/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
  81. 81. I C D L D 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 WHEN H > 20’-0” D < 1/2“ALLOWABLE VARIATIONS OF MASONRY OUT-OF-PLUMBDIAGRAM 01.410.1411 REV. 08/24//09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  82. 82. L d I C L d L = LENGTH OF WALL WHEN L < 10’-0” d < 1/4“ d = ALLOWABLE VARIATION FROM PLAN AT ANY POINT WHEN L < 20’-0” d < 3/8“ WHEN L > 20’-0” d < 1/2“ALLOWABLE VARIATIONS OF MASONRY OUT-OF-LINEDIAGRAM 01.410.1412 REV. 08/24//09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  83. 83. ≥20’-0” I C L ≤10’-0” 1/4” 1/2”1/2” 1/4”ALLOWABLE VARIATIONS OF MASONRY OUT-OF-LEVELDIAGRAM 01.410.1413 REV. 08/24//09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  84. 84. 18.00% MORTAR 12.21% MORTAR ONE SQUARE FOOT ONE SQUARE FOOT MODULAR BRICK, RUNNING BOND UTILITY 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. 3 @ 12” x 3/8” = 13.500 SQ. IN. 2 @ 1.3125” x 3/8” = 0.984 SQ. IN. 3 @ 3.625” x 3/8” = 4.078 SQ. IN. 25.922 SQ. IN. MORTAR 17.578 SQ. IN. MORTARELEVATIONS MORTAR JOINT MATERIAL TAKEOFFDIAGRAM 01.410.0311 REV. 08/10/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  85. 85. WHEN WINDOWS ARE SPACED CLOSE TOGETHER, LOCATE VERTICAL EXPANSION JOINTS AT WINDOW JAMBS WHEN WINDOWS ARE SPACED FAR APART, LOCATE VERTICAL EXPANSION JOINTS BETWEEN WINDOWSELEVATIONS MOVEMENT JOINT LAYOUTDIAGRAM 01.410.1311 REV. 08/10/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  86. 86. 80’-0” 20’-0” 1/2” 1/2” 2¼” 1¼” 1” 1” STEEL CONCRETE BRICK (AISC) (ACI) (MSJC)ALLOWABLE CONSTRUCTION TOLERANCESDIAGRAM 01.410.1401 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  87. 87. Concrete Block 010 Single Wythe 020 Composite 030 Anchored Veneer - Masonry Backup 040 Anchored Veneer - Steel Stud Backup01 Brick 050 Anchored Veneer - Wood Stud Backup02 Concrete block 060 Anchored Veneer - Other Backup03 Stone, rough 070 Adhered Veneer - Masonry Backup04 Stone, dimensional 080 Adhered Veneer - Steel Stud Backup06 Tile 090 Adhered Veneer - Wood Stud Backup07 Terrazzo 100 Adhered Veneer - Other Backup08 Cement 110 Rain Screen Wall09 Plaster / Stucco 120 Structural Masonry10 Restoration 130 Flooring - Interior11 Terra Cotta 140 Paving - Exterior12 Refractory 150 Landscape Walls13 AAC 160 Fireplaces & Chimneys14 Precast Concrete 210 Training Mockups15 Accessories 220 Apprentice Contests21 Structural Steel 310 Building Models22 Cast-in-Place Conc. 400 Wall Type Analysis23 Metal Siding 410 Diagrams40 Wall Type Analysis 510 Modular/Bonding50 Building Model 610 Sustainability / Energy-Efficiency
  88. 88. 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 FOUNDATIONFOUNDATION DOWEL ALIGNMENTDETAIL 02.010.0301 REV. 02/22/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
  89. 89. 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 FOUNDATIONBASE OF WALL SINGLE WYTHE BLOCK, SPLIT BASE COURSEDETAIL 02.010.0311 REV. 06/30/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
  90. 90. 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 FOUNDATIONBASE OF WALL SINGLE WYTHE BLOCK, FLASHING @ INSIDE FACEDETAIL 02.010.0312 REV. 06/30/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
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