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Masonry Detailing Series v.3.4
This document provides detailed specifications and guidelines for various masonry wall types, including anchored and adhered veneers, and comprehensive installation requirements. It covers essential components such as air/moisture/vapor barriers, insulation, flashing systems, and weep vent placement to ensure proper drainage and structural integrity. Each detail includes recommendations for materials and construction techniques per industry standards set by the International Masonry Institute.
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Masonry Detailing Series v.3.4
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- 2. Brick 010 Single Wythe 020 Composite 030 Anchored Veneer - Masonry Backup 040 Anchored Veneer - Steel Stud Backup 01 Brick 050 Anchored Veneer - Wood Stud Backup 02 Concrete block 060 Anchored Veneer - Other Backup 03 Stone, rough 070 Adhered Veneer - Masonry Backup 04 Stone, dimensional 080 Adhered Veneer - Steel Stud Backup 06 Tile 090 Adhered Veneer - Wood Stud Backup 07 Terrazzo 100 Adhered Veneer - Other Backup 08 Cement 110 Rain Screen Wall 09 Plaster / Stucco 120 Structural Masonry 10 Restoration 130 Flooring - Interior 11 Terra Cotta 140 Paving - Exterior 12 Refractory 150 Landscape Walls 13 AAC 160 Fireplaces & Chimneys 14 Precast Concrete 210 Training Mockups 15 Accessories 220 Apprentice Contests 21 Structural Steel 310 Building Models 22 Cast-in-Place Conc. 400 Wall Type Analysis 23 Metal Siding 410 Diagrams 40 Wall Type Analysis 510 Modular/Bonding 50 Building Model 610 Sustainability / Energy-Efficiency
- 3. CONCEPTUAL WALL SECTION DETAIL01.030.0101 REV. 03/26/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 4. 2” AIR SPACERECOMMENDED; 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 FOUNDATION BASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR DETAIL 01.030.0301 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 5. 2” AIR SPACERECOMMENDED; 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 FOUNDATION BASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR, MDCD DETAIL 01.030.0302 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 6. 2” AIR SPACERECOMMENDED; 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 INSERTS BASE OF WALL DETAIL FLEX. FLASHING NO DRIP; TERM BAR, MDCD DETAIL 01.030.0303 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 7. 2” AIR SPACERECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS AIR/MOISTURE/VAPOR BARRIER AS REQUIRED HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C. RIGID INSULATION GROUT & REINFORCEMENT AS REQUIRED BRICK VENEER CONCRETE MASONRY BACKUP WEEP VENTS AT 2ND COURSE FOR AIR CIRCULATION RECOMMENDED DRAINAGE FLASHING SYSTEM ADDITIONAL WEEP VENT INSERTS RECOMMENDED WEEPS INTEGRAL TO DRAINAGE FLASHING SYSTEM BASE OF WALL DETAIL DRAINAGE FLASHING DETAIL 01.030.0304 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 8. 2” AIR SPACERECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS AIR/MOISTURE/VAPOR BARRIER AS REQUIRED HORIZONTAL JOINT REINFORCEMENT W/ EYE & PINTLE WALL TIES @ 16” O.C. RIGID INSULATION GROUT & REINFORCING AS REQUIRED AIR/MOISTURE/VAPOR BARRIER TO SEAL TRANSITION MEMBRANE RUBBERIZED ASPHALT TRANSITION MEMBRANE OVER TERM. BAR CONCRETE MASONRY BACKUP BRICK VENEER PROPRIETARY DRAINGAGE FLASHING SYSTEM W/ INTEGRAL DRIP EDGE, TERM. BAR & WEEP SYSTEM ADDITIONAL WEEP VENT INSERTS AS REQ’D FOR VENILATED WALL MESH WEEPS INTEGRAL TO PROPRIETARY DRAINAGE FLASHING SYSTEM FOUNDATION DETAIL PROPRIETARY DRAINAGE FLASHING (TOTAL FLASH) DETAIL 01.030.0304 REV. 06/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 9. 2” AIR SPACERECOMMENDED; 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 FOUNDATION BASE OF WALL DETAIL FLEX. FLASHING IN CMU, DRIP EDGE DETAIL 01.030.0305 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 10. 2” AIR SPACERECOMMENDED; 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 FOUNDATION BASE OF WALL DETAIL FLEX. FLASHING IN CMU, DRIP EDGE, MDCD DETAIL 01.030.0306 REV. 03/16/10 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 11. 2” AIR SPACERECOMMENDED; 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 INSERTS BASE OF WALL DETAIL METAL FLASHING W/ DRIP, TERM. BAR, MDCD DETAIL 01.030.0311 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 12. 2” AIR SPACERECOMMENDED; 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 INSERTS BASE OF WALL DETAIL METAL FLASHING, METAL RECEIVER DETAIL 01.030.0312 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 13. 2” AIR SPACERECOMMENDED; 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 WATERPROOFING BASE OF WALL DETAIL BRICK LEDGE, T/FDTN. ABOVE GRADE DETAIL 01.030.0321 REV. 09/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 14. 2” AIR SPACERECOMMENDED; 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 LEDGE BASE OF WALL DETAIL BRICK LEDGE, T/FDTN. BELOW GRADE DETAIL 01.030.0322 REV. 01/27/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 DRIP SILL DETAIL MASONRY SILL, RIGID FLASHING DETAIL 01.030.0401 REV. 07/28/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 VENEERS SILL DETAIL MASONRY SILL, RIGID FLASHING, INTERIOR VIEW DETAIL 01.030.0402 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 17. SELF SUPPORTING BRICK RETURN AT JAMB TOOTHED INTO OUTER WYTHE TO FORM 4” CANTILEVER SILL NOT SHOWN EXTERIOR VIEW CAVITY VIEW UNSUPPORTED BRICK RETURN AT JAMB DETAIL 01.030.0501 REV. 10/20/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 18. EXTERIOR VIEW INTERIOR VIEW WINDOW JAMB & SILL DETAIL S DETAIL 01.030.0502 REV. 02/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 INSULATION WINDOW JAMB DETAIL DETAIL 01.030.0502.2D REV. 02/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 20. INTERIOR VIEW DETAIL FEATURES • LOOSE LINTEL AT BRICK • BOND BEAM AT BLOCK • LIGHT GAUGE SUPPORT EXTERIOR VIEW ACROSS CAVITY HEAD DETAIL STEEL LINTEL & BOND BEAM DETAIL 01.030.0601 REV. 09/04/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 21. DETAIL FEATURES EXTERIOR VIEW INTERIOR VIEW • LOOSE LINTEL AT BRICK • STEEL ANGLES AT BLOCK • LIGHT GAUGE SUPPORT ACROSS CAVITY HEAD DETAIL STEEL LINTEL W/ DOUBLE ANGLE DETAIL 01.030.0603 REV. 09/06/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 22. DETAIL FEATURES • PLATEWELDED TO I-BEAM • CUT BLOCK AROUND BEAM HEAD DETAIL PLATE WELDED TO STEEL BEAM DETAIL 01.030.0604 REV. 09/27/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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, OPTIONAL SHELF ANGLE DETAIL TYP. FACE BRICK DETAIL 01.030.0701 REV. 06/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 WALLS SHELF ANGLE DETAIL TYP. FACE BRICK DETAIL 01.030.0701.2D REV. 06/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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, OPTIONAL SHELF ANGLE DETAIL LIPPED BRICK DETAIL 01.030.0702 REV. 10/14/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 WALLS SHELF ANGLE DETAIL LIPPED BRICK DETAIL 01.030.0702.2D REV. 10/14/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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, OPTIONAL SHELF ANGLE DETAIL TYP. FACE BRICK, TERM. BAR DETAIL 01.030.0703 REV. 06/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 WALLS SHELF ANGLE DETAIL TYP. FACE BRICK, TERM. BAR DETAIL 01.030.0703.2D REV. 06/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 TIES ROOF DETAIL HIGH WALL – LOW ROOF DETAIL 01.030.0751 REV. 11/6/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 30. FACE BRICK THRU-WALL FLASHING WEEP VENT SHEET METAL RECEIVER COUNTERFLASHING KEY DETAIL TERMINATION BAR W/ CONT. SEALANT CANT STRIP ROOF MEMBRANE KEY SECTION ROOF DETAIL HIGH WALL – LOW ROOF DETAIL 01.030.0751A REV. 11/6/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 TIES MASONRY WALL CAP OPEN CAVITY DETAIL 01.030.0801 REV. 011/04/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 TIES MASONRY WALL CAP FILLED CAVITY DETAIL 01.030.0802 REV. 011/04/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 33. 4” MIN. LAPJOINT 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 STRUCTURE METAL COPING DETAIL DETAIL 01.030.0803 REV. 11/20/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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’D METAL COPING DETAIL DETAIL 01.030.0803.2D REV. 11/20/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 35. OPTION 1 OPTION 2 RAKE BACK MORTAR AND SEALANT AND APPLY SEALANT JOINT BACKER ROD INCORRECT TOOLED MORTAR JOINT MASONRY COPING JOINTS DETAIL 01.030.0811 REV. 11/04/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 36. MORTAR WASH ARCHITECTURAL EFFECT PROJECTED COURSE DETAIL 01.030.1001 REV. 08/31/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 37. COLUMN DETAIL AT INTERFACE WITH TUBE STEEL DIAGRAM 01.030.1101 REV. 07/31/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 38. BEAM DETAIL PLATE WELDED TO DEEP BEAM DETAIL 01.030.1201 REV. 03/02/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 OFFSET MOVEMENT JOINT DETAIL 01.030.1301 REV. 03/14/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 40. EXISTING WALL ANCHOR TRANSFERS TRANSVERSE LOADS AND ALLOWS INDEPENDENT MOVEMENT OF INTERSECTING WALLS NEW WALL SEALANT, BACKER ROD, AND COMPRESSIBLE FILLER ISOLATION JOINT DETAIL 01.030.1311 REV. 06/18/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 SYSTEM EXPANSION JOINT AT WINDOW DETAIL 01.030.1321 REV. 08/09/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 SEALANT BASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR DETAIL 01.040.0301 REV. 11/06/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 43. 2” AIR SPACERECOMMENDED; 1” MIN. REQ’D FOR DRAINAGE WALLS METAL STUDS 5/8” EXTERIOR SHEATHING ADJUSTABLE WALL TIES @ 16” O.C. VERTICALLY AND 24” O.C. HORIZONTALLY WATER-RESISTANT MEMBRANE RIGID INSULATION BRICK VENEER MECH. FASTENED TERM. BAR KEY DETAIL SEE 02.101 THRU-WALL FLASHING 8” VERTICAL MIN., ADHERED TO METAL DRIP EDGE WEEP VENT METAL DRIP EDGE SET IN MASTIC OR SEALANT FOUNDATION BASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR DETAIL 01.040.0301.2D REV. 11/13/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 SEALANT BASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR, MDCD DETAIL 01.040.0302 REV. 11/13/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 45. 2” AIR SPACERECOMMENDED; 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 FOUNDATION BASE OF WALL DETAIL FLEX. FLASHING, DRIP EDGE, TERM. BAR, MDCD DETAIL 01.040.0302.2D REV. 11/13/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 46. DETAIL FEATURES • BELOWGRADE BRICK • GROUT SUPPORTS FLASHING BELOW GRADE • TERMINATION BAR • CAVITY INSERT • ADJUSTABLE VENEER TIES • AIR BARRIER BASE OF WALL DETAIL BRICK LEDGE, T/ FOUNDATION BELOW GRADE DETAIL 01.040.0311 REV. 09/27/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 47. DETAIL FEATURES • 2-PARTFLASHING • ADJUSTABLE VENEER TIES • AIR INFILTRATION BARRIER (HOUSEWRAP) SILL DETAIL DETAIL 01.040.0401 REV. 08/31/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 48. INTERIOR VIEW EXTERIOR VIEW DETAIL FEATURES • NO RETURN AT CAVITY WINDOW JAMB DETAIL DETAIL 01.040.0501 REV. 09/16/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 BAR BASE OF WALL DETAIL FLEX. FLASHING, TERM. BAR DETAIL 01.050.0301 REV. 02/14/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 50. BASE OF WALL ADHERED VENEER OVER CMU, NO DRAINAGE MAT DETAIL 01.070.0301 REV. 12/10/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 51. BASE OF WALL ADHERED VENEER OVER CMU, DRAINAGE MAT DETAIL 01.070.0302 REV. 12/10/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 52. 5”± WIDE FILLERSTRIP 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 BACKUPS DETAIL 01.070.2101 REV. 5/11/10 © 2010 INTERNATIONAL MASONRY INSTITUTE
- 53. STONE CAP INMORTAR 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 BARRIER TOP OF WALL SHEATHING & METAL STUDS DETAIL 01.080.0801 REV. 05/13/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 VENEER CORNER DETAIL GYP. SHEATHING & WOOD STUDS, OUTSIDE CORNER DETAIL 01.090.1501 REV. 05/27/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 FOUNDATION FIREPLACE DETAIL DETAIL 01.160.0101 REV. 01/18/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 SHOWN CHIMNEY DETAIL DETAIL 01.160.0201 REV. 01/18/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 WALL HEARTH SUPPORT SLAB DETAIL 01.160.0301 REV. 01/18/10 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 58. RIGID INSUL. 8” CMU BACKUP W/ BITUMINOUS DAMPPROOF COATING MODULAR FACE BRICK 5’-4” S.S. FLASHING & RECEIVER WEEP VENTS @ 24” O.C. 5 6’-0” SECTION 3 NOT TO SCALE ELEVATION 2 NOT TO SCALE MOCKUP #01 SHEET 01.210.0102 REV. 01/28/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 EDGE MOCKUP #01 BASE DETAIL SHEET 01.210.0103 REV. 01/28/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 60. 8” CMU BACKUPW/ BITUMINOUS DAMPPROOF COATING RIGID INSULATION HOR. JOINT REINF./ WALL TIES MODULAR FACE BRICK S.S. TERM. BAR 10” H. CAVITY 4’-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 SCALE MOCKUP #02 SHEET 01.210.0202 REV. 01/30/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 BED MOCKUP #02 BASE DETAIL SHEET 01.210.0203 REV. 01/30/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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. CAVITY 4’-8” INSERT 5 OZ. COPPER FLASHING WEEP VENTS 5 @ 24” O.C. 6’-0” SECTION 3 NOT TO SCALE ELEVATION 2 NOT TO SCALE MOCKUP #03 SHEET 01.210.0302 REV. 02/05/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 63. 2” THICK RIGIDINSUL. 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 SCALE MOCKUP #03 BASE DETAIL SHEET 01.210.0303 REV. 02/05/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 64. 3D OVERVIEW 1 NOT TO SCALE MOCKUP #04 SHEET 01.210.0401 REV. 02/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 SCALE MOCKUP #04 SHEET 01.210.0403 REV. 02/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 66. 40 MIL SELF-ADHERINGRUBBERIZED 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 15º MOCKUP #04 SILL DETAILS SHEET 01.210.0404 REV. 02/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 FLASHING MOCKUP #04 HEAD DETAIL SHEET 01.210.0405 REV. 02/19/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 68. MOCKUP #05 SHEET 01.210.0501 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 69. MOCKUP #05 SHEET 01.210.0502 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 70. MOCKUP #05 SHEET 01.210.0503 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 71. MOCKUP #05 SHEET 01.210.0504 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 72. MOCKUP #05 SHEET 01.210.0505 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 73. MOCKUP #05 SHEET 01.210.0506 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 74. MOCKUP #05 SHEET 01.210.0507 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 75. MOCKUP #05 SHEET 01.210.0509 REV. 10/09/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 76. FULL HEAD JOINTS DIAGRAM01.410.0101 REV. 07/29/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 MASONRY END DAM DIAGRAM FIELD-FORMED FLASHING END DAM DIAGRAM 01.410.0201 REV. 02/04/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 MASONRY END DAM DIAGRAM PREFABRICATED FLASHING END DAM DIAGRAM 01.410.0202 REV. 02/04/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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” ELEVATION MORTAR JOINT TOLERANCES DIAGRAM 01.410.0301 REV. 08/06/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 80. MAX. PERMISSIBLE DISTORTION PER ASTM TABLE FACE BRICK – ALLOWABLE DISTORTION DIAGRAM 01.410.0401 REV. 11/04/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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-PLUMB DIAGRAM 01.410.1411 REV. 08/24//09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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-LINE DIAGRAM 01.410.1412 REV. 08/24//09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 83. ≥20’-0” I C L ≤10’-0” 1/4” 1/2” 1/2” 1/4” ALLOWABLE VARIATIONS OF MASONRY OUT-OF-LEVEL DIAGRAM 01.410.1413 REV. 08/24//09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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. MORTAR ELEVATIONS MORTAR JOINT MATERIAL TAKEOFF DIAGRAM 01.410.0311 REV. 08/10/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 WINDOWS ELEVATIONS MOVEMENT JOINT LAYOUT DIAGRAM 01.410.1311 REV. 08/10/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 86. 80’-0” 20’-0” 1/2” 1/2” 2¼” 1¼” 1” 1” STEEL CONCRETE BRICK (AISC) (ACI) (MSJC) ALLOWABLE CONSTRUCTION TOLERANCES DIAGRAM 01.410.1401 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 87. Concrete Block 010 Single Wythe 020 Composite 030 Anchored Veneer - Masonry Backup 040 Anchored Veneer - Steel Stud Backup 01 Brick 050 Anchored Veneer - Wood Stud Backup 02 Concrete block 060 Anchored Veneer - Other Backup 03 Stone, rough 070 Adhered Veneer - Masonry Backup 04 Stone, dimensional 080 Adhered Veneer - Steel Stud Backup 06 Tile 090 Adhered Veneer - Wood Stud Backup 07 Terrazzo 100 Adhered Veneer - Other Backup 08 Cement 110 Rain Screen Wall 09 Plaster / Stucco 120 Structural Masonry 10 Restoration 130 Flooring - Interior 11 Terra Cotta 140 Paving - Exterior 12 Refractory 150 Landscape Walls 13 AAC 160 Fireplaces & Chimneys 14 Precast Concrete 210 Training Mockups 15 Accessories 220 Apprentice Contests 21 Structural Steel 310 Building Models 22 Cast-in-Place Conc. 400 Wall Type Analysis 23 Metal Siding 410 Diagrams 40 Wall Type Analysis 510 Modular/Bonding 50 Building Model 610 Sustainability / Energy-Efficiency
- 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 FOUNDATION FOUNDATION DOWEL ALIGNMENT DETAIL 02.010.0301 REV. 02/22/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 FOUNDATION BASE OF WALL SINGLE WYTHE BLOCK, SPLIT BASE COURSE DETAIL 02.010.0311 REV. 06/30/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 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 FOUNDATION BASE OF WALL SINGLE WYTHE BLOCK, FLASHING @ INSIDE FACE DETAIL 02.010.0312 REV. 06/30/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 91. GROUT & VERTICAL REINFORCEMENT AS REQ’D HORIZONTAL JOINT REINFORCEMENT NOTE: STRUCTURAL ELEMENTS MAY VARY AND ARE SHOWN FOR ILLUSTRATION ONLY SINGLE WYTHE PROPRIETARY CONCRETE MESH INSERT MASONRY FOUNDATION PROPRIETARY SINGLE WYTHE BLOCK FLASHING/ WEEP SYSTEM BASE OF WALL SINGLE WYTHE BLOCK, PROPRIETARY FLASHING/WEEPS DETAIL 02.010.0313 REV. 06/30/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 92. GROUT & VERTICAL REINFORCEMENT AS REQ’D NOTE: STRUCTURAL ELEMENTS MAY VARY HORIZONTAL JOINT AND ARE SHOWN FOR REINFORCEMENT ILLUSTRATION ONLY WINDOW SYSTEM FLASHING END DAM SILL FLASHING SINGLE WYTHE CONCRETE MASONRY SILL DETAIL SINGLE WYTHE BLOCK DETAIL 02.010.0401 REV. 06/30/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 93. FLOOR CONNECTION DETAIL DETAIL02.010.0701 REV. 08/31/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 94. MINERAL WOOL FIRESTOP INSULATION FIREPROOF SEALANT AS REQ’D SOLID CMU AT TOP COURSE 3” x 3” x 8” L. CLIP ANGLES @ 4’-0” O.C. MECH. FASTENED TO UNDERSIDE OF SLAB, BOTH SIDES OF WALL GROUT & REINFORCING AS REQ’D CONCRETE MASONRY FIREWALL T/ WALL AT SLAB ABOVE DETAIL 02.010.0702 REV. 08/31/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 95. MASONRY COPING: LIMESTONE,CAST STONE, CALCIUM SILICATE, OR PRECAST CONCRETE; OVERHANG MASONRY WALL 1½” MIN.; SLOPED TOP SEE DETAIL 01.030.0811 S.S. DOWEL W/ SEALANT FOR WALL CAP JOINT AROUND PENETRATIONS OPTIONS THROUGH FLASHING S.S. FLASHING DRIP, SEALANT & BACKER BOTH SIDES OF CAP ROD, BOTH SIDES OF WALL CAP 1/8” SAW-CUT DRIP, BOTH SIDES OF WALL CAP GROUT OR MORTAR FILL FOR DOWEL ANCHORAGE AND FLASHING SUPPORT SEALANT BELOW DRIP, OPT. (NOT SHOWN) MESH TO RETAIN GROUT OR MORTAR FILL HORIZONTAL JOINT REINFORCEMENT MASONRY WALL CAP SINGLE WYTHE CMU DETAIL 02.010.0801 REV. 11/04/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 96. CMU PILASTER W/GROUT & REINFORCEMENT PER STRUCTURAL ENGINEER REBAR POSITIONER GROUTED CELLS PER STRUCTURAL ENGINEER SPECIAL SHAPE PILASTER BLOCK LOAD BEARING PILASTER DETAIL 02.010.1101 REV. 06/17/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 97. VERTICAL STEEL CONTINUOUS HORIZONTAL STEEL BOND BEAM UNITS STIRRUPS LINTEL UNITS FLEXURAL STEEL DEEP BEAM DETAIL DETAIL 02.010.1201 REV. 03/02/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 98. VERTICAL REINFORCEMENT W/ 90° STANDARD HOOK, LATERALLY OFFSET FROM BOND BEAM REINFORCEMENT BOND BEAM REINFORCEMENT ELEVATION 3D VIEW PLAN BOND BEAM AT TOP OF WALL DETAIL 02.010.1202 REV. 03/03/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 99. TERMINATE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINT GROUT & REINFORCING WHERE REQUIRED SASH BLOCK PREFORMED GASKET CAULK & BACKER ROD NOTE: STRUCTURAL ELEMENTS MAY VARY, AND ARE SHOWN FOR ILLUSTRATION ONLY CONTROL JOINT PREFORMED GASKET DETAIL 02.010.1301 REV. 03/14/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 100. GROUT & REINFORCING WHERE REQUIRED TERMINATE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINT BUILDING PAPER GROUT FILL CAULK & BACKER ROD NOTE: STRUCTURAL ELEMENTS MAY VARY, AND ARE SHOWN FOR ILLUSTRATION ONLY CONTROL JOINT GROUT FILL DETAIL 02.010.1302 REV. 03/14/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 101. TERMINATE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINT GROUT & REINFORCING WHERE REQUIRED CERAMIC FIBER BLANKET WHERE REQUIRED FOR FIRE RATING CAULK & BACKER ROD NOTE: STRUCTURAL ELEMENTS MAY VARY, AND ARE SHOWN FOR ILLUSTRATION ONLY CONTROL JOINT FIRE-RATED DETAIL 02.010.1303 REV. 03/14/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 102. COMPRESSIBLE FILLER ANCHOR TRANSFERS GROUT-FILLED CELLS TRANSVERSE LOADS AND ALLOWS INDEPENDENT MOVEMENT OF INTERSECTING WALLS GROUT-FILLED CELLS SEALANT AND BACKER ROD CONTROL JOINT DETAIL 02.010.1311 REV. 06/18/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 103. WALL SECTION HYBRID WALL SYSTEM DETAIL 02.120.0101 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 104. WALL SECTION HYBRID WALL SYSTEM DETAIL 02.120.0102 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 105. FIG. 1 IMI TECHBRIEF 02.13.02 HORIZONTAL JOINT REINFORCEMENT FOUNDATION LAP LENGTH = TENSION LAP DOWEL – DRILL OR CAST T/ SLAB CONCRETE FOUNDATION FOUNDATION DETAIL HYBRID TYPE I & IIa DETAIL 02.120.0301 REV. 07/24/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 106. FIG. 3 IMI TECHBRIEF 02.13.02 HORIZONTAL JOINT REINFORCEMENT FOUNDATION LAP LENGTH = 1’-0” DOWEL – DRILL OR CAST T/ SLAB CONCRETE FOUNDATION FOUNDATION DETAIL HYBRID TYPE IIb DETAIL 02.120.0302 REV. 07/24/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 107. FIG. 2 IMI TECHBRIEF 02.13.02 HORIZONTAL JOINT REINFORCEMENT WELDABLE REINFORCEMENT LAP LENGTH T/ FLOOR = TENSION LAP FLOOR DETAIL HYBRID TYPE I & IIa DETAIL 02.120.0701 REV. 07/27/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 108. FIG. 4 IMI TECHBRIEF 02.13.02 HORIZONTAL JOINT REINFORCEMENT BENT BAR LAP LENGTH = 1’-0” T/ FLOOR FLOOR DETAIL HYBRID TYPE IIB DETAIL 02.120.0702 REV. 07/27/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 109. NOTE: FLASHING, WALL CAP, FACE BRICK, AND BOND BEAM OTHER NON-STRUCTURAL COMPONENTS ARE NOT SHOWN FOR CLARITY ROOF DECK WELDABLE REINFORCEMENT 1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT BOND BEAM THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER GROUT & REINFORCING AS REQ’D 3D VIEW SECTION FLOOR CONNECTION DETAIL OPTION 1 DETAIL 02.120.0711 REV. 03/02/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 110. NOTE: FLASHING, WALL CAP, FACE BRICK, AND BOND BEAM OTHER NON-STRUCTURAL COMPONENTS ARE NOT SHOWN FOR CLARITY CONT. PLATE ROOF DECK LATERAL BRACING AS REQ’D FOR WF 1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER BOND BEAM CMU PLACEMENT THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER GROUT & REINFORCING AS REQ’D 3D VIEW SECTION FLOOR CONNECTION DETAIL OPTION 2 DETAIL 02.120.0712 REV. 03/04/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 111. NOTE: FLASHING, WALL BOND BEAM CAP, FACE BRICK, AND OTHER NON-STRUCTURAL COMPONENTS ARE NOT SHOWN FOR CLARITY ROOF DECK CONT. PLATE CUT CMU AROUND JOIST BEARING 1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT BOND BEAM THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER GROUT & REINFORCING AS REQ’D 3D VIEW SECTION FLOOR CONNECTION DETAIL OPTION 3 DETAIL 02.120.0713 REV. 03/04/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 112. GROUT & VERTICAL NOTE: VENEER & AIR/ REINFORCING AS MOISTURE BARRIER NOT REQUIRED SHOWN HORIZONTAL. JOINT REINFORCEMENT LAP VERTICAL BAR PRECAST CONCRETE SPLICE ABOVE PLANK PLANK LEVEL TOPPING IF REQ’D 2’-0 HORIZ. x 2’-0” VERT. #4 DOWELS AND GROUT AT PLANK KEYWAYS – SEE DETAIL 20.P02 GROUT PLANK SOLID AT BEARING SOLID CMU BOND BEAM W/ (2) #5, CONT, OR 3” MIN. BEARING & AS REQ’D BEARING STRIP PLANK AT BEARING WALL INTERMEDIATE ELEVATION DETAIL 02.120.0751 REV. 11/25/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 113. HORIZ. JOINT LAP SPLICE ABOVE REINFORCEMENT PLANK LEVEL TOPPING IF REQ’D PRECAST CONCRETE PLANK 3” MIN. BEARING & BEARING STRIP GROUT & 5/16” DIA. STRAND OR #3 BAR x 6’-0” LONG IN KEYWAYS BOND BEAM W/ (2) #5, CONT., OR AS REQ’D GROUT & VERTICAL REINFORCING AS REQ’D PLANK AT BEARING WALL INTERIOR WALL, INTERMEDIATE ELEV. DETAIL 02.120.0752 REV. 11/25/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 114. FIG. 5 IMI TECHBRIEF 02.13.02 INSTALL PLATES TO ATTACH TO BEAM GAP FOR TYPE I WALLS, PROVIDE 1½” SOFT JOINT (GAP TO ALLOW FOR MOVEMENT); FOR TYPE II WALLS, FILL GAP TIGHT THRU BOLT OR LAG BOLT DEPENDENT UPON LOADING HORIZONTAL JOINT REINFORCEMENT TOP OF WALL DETAIL HYBRID TYPE I & II DETAIL 02.120.0801 REV. 07/27/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 115. 2’-0 HORIZ. x2’-0” VERT. #4 DOWELS AND GROUT AT PLANK KEYWAYS PRECAST CONCRETE PLANK SOLID CMU BOND BEAM W/ (2) #5, CONT., OR AS REQ’D HORIZ. JOINT REINFORCEMENT 3” MIN. BEARING & BEARING STRIP NOTE: VENEER & AIR/ MOISTURE BARRIER NOT SHOWN GROUT & VERTICAL REINFORCING AS REQ’D. PLANK AT BEARING WALL TOP OF WALL DETAIL 02.120.0851 REV. 11/25/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 116. GROUT & 5/16”DIA. STRAND OR #3 BAR x 6’-0” LONG IN KEYWAYS GROUT PLANK SOLID AT BEARING PRECAST CONCRETE PLANK BOND BEAM W/ (2) #5, CONT., OR AS REQ’D VERTICAL REINFORCEMENT; LAP SPLICE W/ TOP DOWEL 3” MIN. BEARING & AS REQ’D BEARING STRIP CONT. HORIZONTAL JOINT REINFORCEMENT AT TOP 2 COURSES, AND 16” O.C. BELOW, TYP., UNLESS BOND BEAMS ARE USED GROUT & VERTICAL REINFORCING AS REQ’D PLANK AT BEARING WALL INTERIOR, TOP OF WALL DETAIL 02.120.0852 REV. 11/25/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 117. BACKER ROD 16 GA. x 1½” W. BACKER ROD PLANS & SEALANT STRAP ANCHOR W/ & SEALANT 2” VERTICAL LEGS N.T.S. PROVIDE GAP EQUIVALENT TO PROVIDE GAP EQUIVALENT TO ANTICIPATED LIGHT GAGE METAL ANTICIPATED FRAME DRIFT FRAME DRIFT BACKER AS REQ’D NOTES: 1. FOR FIRE-RATED CONSTRUCTION, USE FIRE-RATED SEALANT 2. FIREPROOFING FOR STEEL NOT SHOWN 3. APPLIES TO TYPE I AND TYPE II HYBRID 4. TYPE III HYBRID WOULD REQUIRE FULL BEARING AT STEEL INTERFACES WITH COLUMNS & BEAMS 3D VIEWS COLUMN CONNECTION DETAILS OPTION 1 DETAIL 02.120.1101 REV. 10/15/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 118. BACKER ROD 3/16”Ф GALVANIZED BACKER ROD PLANS & SEALANT WIRE ANCHOR & SEALANT N.T.S. PROVIDE GAP EQUIVALENT TO PROVIDE GAP EQUIVALENT TO ANTICIPATED LIGHT GAGE METAL ANTICIPATED FRAME DRIFT FRAME DRIFT BACKER AS REQ’D NOTES: 1. FOR FIRE-RATED CONSTRUCTION, USE FIRE-RATED SEALANT 2. FIREPROOFING FOR STEEL NOT SHOWN 3. APPLIES TO TYPE I AND TYPE II HYBRID 4. TYPE III HYBRID WOULD REQUIRE FULL BEARING AT STEEL INTERFACES WITH COLUMNS & BEAMS 3D VIEWS COLUMN CONNECTION DETAILS OPTION 2 DETAIL 02.120.1102 REV. 10/15/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 119. FIG. 6 IMI TECHBRIEF 02.13.02 BACKER ROD & SEALANT, BOTH SIDES OF CMU WALL 3/16” Ф WIRE ANCHOR LIGHT GAGE METAL BACKER AS REQ’D NOTES 1. FOR FIRE-RATED CONSTRUC- TION, USE FIRE-RATED SEALANT 2. FIREPROOFING FOR STEEL NOT PROVIDE GAP SHOWN EQUIVALENT TO 3. APPLIES TO TYPE I AND II HYBRID FRAME DRIFT ANTICIPATED 4. TYPE III HYBRID WOULD REQUIRE FULL BEARING AT STEEL INTER- FACES WITH COLUMNS & BEAMS COLUMN CONNECTION DETAIL DETAIL 02.120.1103 REV. 07/24/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 120. OPTION 1A OPTION 1B SIZE GAP FOR DRIFT & DEFLECTION OF BEAM FOR TYPE I HYBRID; OR FILL GAP W/ DRYPACK FOR TYPE II OR TYPE III HYBRID OPTION 1A: A-SHAPED BLOCK AT TOP COURSE; OR OPTION 1B: CUT OUT FACE SHELL AND REPLACE AFTER GROUTING; HEIGHT VARIES 1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER BOND BEAM AT SECOND COURSE FROM TOP GROUT & REINFORCING AS REQ’D UNDERSIDE OF BEAM OPTION 1 DETAIL 02.120.1201 REV. 03/02/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 121. OPTION 2 SIZE GAP FOR DRIFT & DEFLECTION OF BEAM FOR TYPE I HYBRID; OR FILL GAP W/ DRYPACK FOR TYPE II OR TYPE III HYBRID OPTION 2: SOLID BLOCK AT TOP COURSE (HEIGHT VARIES) 1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER BOND BEAM AT SECOND COURSE FROM TOP GROUT & REINFORCING AS REQ’D UNDERSIDE OF BEAM OPTION 2 DETAIL 02.120.1202 REV. 03/02/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 122. TEMPORARY FORMWORK FOR GROUT STUDS WELDED TO UNDERSIDE OF BEAM 1/4” THK x 6” WIDE PLATES FOR SHEAR TRANSFER; WELD TO BEAM AFTER CMU PLACEMENT OPTION 3: GROUT SOLID FOR TYPE II OR TYPE III HYBRID ONLY THROUGH-BOLT OR LAG BOLT AS REQ’D FOR SHEAR TRANSFER BOND BEAM AT TOP COURSE GROUT & REINFORCING AS REQ’D UNDERSIDE OF BEAM OPTION 3, TYPE II OR TYPE III HYBRID ONLY DETAIL 02.120.1203 REV. 03/02/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 123. HORIZONTAL JOINT REINFORCEMENT; DO NOT CONTINUE REINF. THROUGH C.J. PREFABRICATED HORIZONTAL JOINT REINFORCEMENT T-SECTIONS (L-SECTIONS AT CORNERS GROUT & VERTICAL CONTROL JOINT IF REQ’D REINFORCING AS REQ’D (SEALANT & BACKER ROD NOT SHOWN) EXPANSION JOINT IF REQ’D ADJUSTABLE WALL (SEALANT & BACKER ROD TIES @ 16” O.C. NOT SHOWN) BRICK VENEER WALL INTERSECTION DETAIL DETAIL 02.120.1501 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 124. NOTES • USE THIS DETAIL ONLY WHEN NECESSARY TO SHOW SPECIAL REINFORCING OR CONTROL JOINTS. CONCRETE MASONRY • HORIZONTAL JOINT BOND BEAM UNITS REINFORCEMENT & GROUT NOT SHOWN FOR CLARITY • REINFORCING SIZE NOTED 2’-0” x 2’-0” CORNER BAR ELSEWHERE ON ENGINEERING AT INTERSECTION EF DRAWINGS BOND BEAM REINF. CONTROL JOINT AS REQ’D. IF REQ’D VERTICAL REINFORCING AS REQUIRED BOND BEAM PLAN DETAIL INTERSECTING WALLS DETAIL 02.120.1511 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 125. NOTES • USE THIS DETAIL ONLY WHEN NECESSARY TO SHOW SPECIAL REINFORCING OR CONTROL JOINTS. CONCRETE MASONRY • HORIZONTAL JOINT BOND BEAM UNITS REINFORCEMENT & GROUT NOT SHOWN FOR CLARITY • REINFORCING SIZE NOTED 2’-0” x 2’-0” CORNER BAR ELSEWHERE ON ENGINEERING AT INTERSECTION EF DRAWINGS BOND BEAM REINF. CONTROL JOINT AS REQ’D. IF REQ’D VERTICAL REINF. AS REQUIRED BOND BEAM PLAN DETAIL CORNER CONDITION DETAIL 02.120.1512 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 126. GROUT AND REINFORCING AS REQ’D CONTROL JOINT 50% INTERLOCKING WEB WALL UNITS REQ’D TO BOND WALLS FLANGE WALL CONTROL JOINT INTERSECTING WALLS 50% INTERLOCKING UNITS DETAIL 02.120.1521 REV. 02/22/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 127. GROUT AND REINFORCING AS REQ’D STEEL CONNECTOR FLANGE WALL GROUT STOP WEB WALL CONNECTOR EMBEDDED INTO GROUT-FILLED CORES @ EACH END MIN. 24” L x 1½” W x ¼” THICK Z-STRAP RAKE OUT CONNECTOR W/ 2” MORTAR AND EXTENSIONS EA. END CAULK INTERSECTING WALLS STEEL CONNECTOR DETAIL 02.120.1522 REV. 02/22/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 128. LENGTH AS REQUIREDTO DEVELOP REINFORCEMENT KNOCK OUT FACE SHELL OF BOND GROUT AND BEAM UNIT FOR REINFORCING CONT. GROUT & AS REQ’D REINFORCEMENT FLANGE WALL VIEW OF INTERSECTING BOND BEAMS PRIOR TO GROUT PLACEMENT RAKE OUT MORTAR FOR VERTICAL C.J. NOTE: SEE BUILDING CODE REQUIREMENTS FOR RAKE OUT REINFORCEMENT MORTAR FOR DEVELOPMENT LENGTHS CONTROL JOINT AND MINIMUM AREA OF REINFORCEMENT REQ’D WEB WALL INTERSECTING WALLS BOND BEAMS DETAIL 02.120.1523 REV. 02/22/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 129. GROUT SPECIMEN POROUS LINING ON FACE OF UNITS NONABSORBENT BLOCK NOTE: FRONT MASONRY UNIT NOT SHOWN TO ALLOW VIEW OF SPECIMEN GROUT MOLD DIAGRAM 02.410.0101 REV. 07/29/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 130. GROUT SPECIMEN POROUS LINING ON FACE OF UNITS NONABSORBENT BLOCK NOTE: FRONT MASONRY UNIT STACK NOT SHOWN TO ALLOW VIEW OF SPECIMEN GROUT MOLD DIAGRAM 02.410.0102 REV. 07/29/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 131. PLACE REINFORCING AND INSPECT WALL FOR OBSTRUCTIONS CUT PORTION OF FACE SHELL TO REINSERT FACE CREATE CLEANOUT SHELL AND MORTAR IN PLACE BRACE CLEANOUT AND PLACE GROUT REMOVE BRACING BLOCK CLEANOUT DIAGRAM 02.410.0111 REV. 06/12/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 132. CUT FACE SHELL FOR CLEANOUT GROUT & REINFORCEMENT WOOD BRACING BLOCK CLEANOUT DIAGRAM 02.410.0112 REV. 06/12/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 133. CUT WEDGE-SHAPED PORTION OF FACE SHELL TO CREATE CLEANOUT MORTAR FACE SHELL EDGES IF NECESSARY REINSERT FACE SHELL PIECE TO RESIST GROUT PRESSURE CLEANOUT BLOCK CLEANOUT DIAGRAM 02.410.013 REV. 06/12/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 134. 2. PLACE ACRYLIC GROUT STOP INTEGRALLY BRACED AGAINST INSIDE OF FACE SHELL 1. CUT OUT PORTION OF FACE SHELL 4. PLACE REBAR & GROUT 3. HAND-TIGHTEN 5. REMOVE ACRYLIC BRACE AND BREAK OFF PLASTIC BRACE BLOCK CLEANOUT DIAGRAM 02.410.0114 REV. 06/12/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 135. MORTAR FIN 1/2” MAX. MORTAR PROTRUSION TOLERANCE DIAGRAM 02.410.0121 REV. 02/22/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 136. ±1/2” IF d≤ 8” ±2” ±1” IF 8”< d ≤ 24” ±1¼” IF d > 24” d SPACING OF VERTICAL REINFORCEMENT REINFORCEMENT PLACEMENT TOLERANCE DIAGRAM 02.410.0122 REV. 02/24/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 137. MINIMUM DISTANCE FROMANY PROTRUSION: 1/2” MIN. FOR COURSE GROUT 1/4” MIN. FOR FINE GROUT REINFORCEMENT PLACEMENT TOLERANCE DIAGRAM 02.410.0123 REV. 02/22/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 138. EXTERIOR FACE OF WALL INTERIOR FACE OF WALL FACE 2db MIN. 1/2” MIN. EXTERIOR FACE 5/8” MIN. 2db MIN. INTERIOR HORIZONTAL JOINT REINFORCEMENT W/ db DIAMETER HORIZONTAL JOINT REINFORCEMENT TOLERANCE DIAGRAM 02.410.0124 REV. 02/22/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 139. STOP GROUT 1”FROM TOP OF POUR TO CREATE SHEAR KEY GROUT IN BOND BEAMS & REINFORCED VERTICAL CELLS PLACED IN TOP OF WALL AFTER WALL HAS BEEN LAID UP VERTICAL REINFORCEMENT FOR CLOSED-END CONCRETE MASONRY UNITS CAN BE SET AFTER WALL HAS BEEN LAID. REBAR POSITIONER, WALL TIE, OPTION 1: U-BLOCK OR OTHER DEVICE TO POSTION UNITS W/ SOLID VERTICAL REINFORCEMENT, AS BOTTOM AT BOND REQ’D. BEAM COURSE CELLS CONTAINING REINFORCEMENT ARE FILLED SOLIDLY W/ GROUT; VERTICAL CELLS SHOULD PROVIDE A CONTINUOUS HORIZONTAL CAVITY FREE OF MORTAR REINFORCEMENT DROPPINGS PLACED IN BOND BEAMS AS WALL IS LAID UP NOTE: GROUT PLACED IN POURS & LIFTS NOT TO EXCEED 5 FT. CONSOLIDATE LIFTS OVER 12” USING MECH. VIBRATION. LIFTS LESS THAN 12” MAY BE PUDDLED. OPTION 2: STANDARD CMU W/ CROSS WEBS KNOCKED OUT AT BOND BEAM COURSE METAL LATH, MESH, OR WIRE SCREEN PLACED IN MORTAR JOINTS UNDER KNOCK- OUT BOND BEAM COURSES TO PREVENT FILLING OF UNGROUTED CELLS LOW LIFT GROUTING PROCEDURES DETAIL 02.410.0131 REV. 06/30/10 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 140. STOP GROUT 1”FROM TOP OF POUR TO CREATE SHEAR KEY GROUT IN BOND BEAMS & REINFORCED VERTICAL CELLS PLACED IN TOP OF WALL AFTER WALL HAS BEEN LAID UP VERTICAL REINFORCEMENT FOR CLOSED-END CONCRETE MASONRY UNITS CAN BE SET AFTER WALL HAS OPTION 1: U-BLOCK BEEN LAID. UNITS W/ SOLID REBAR POSITIONER, WALL TIE, BOTTOM AT BOND OR OTHER DEVICE TO POSTION BEAM COURSE VERTICAL REINFORCEMENT, AS REQ’D. CELLS CONTAINING REINFORCEMENT ARE HORIZONTAL FILLED SOLIDLY W/ GROUT; REINFORCEMENT VERTICAL CELLS SHOULD PLACED IN BOND PROVIDE A CONTINUOUS BEAMS AS WALL IS CAVITY FREE OF MORTAR LAID UP DROPPINGS NOTE: GROUT LIFTS NOT TO EXCEED 5 FT. SEE STRUCTURAL DWGS FOR MAX. HEIGHT OF POUR. MECH. CONSOLIDATE & CLEANOUT OPENINGS @ BASE OF RECONSOLIDATE VERTICALLY REINF. CELLS, 32” O.C. GROUT MAX. SPACING FOR SOLID GROUTED WALLS. REMOVE MORTAR DROPPINGS THROUGH CLEANOUTS AND VERIFY PLACEMENT & LOCATION OF VERTICAL REINF.; FORM OVER OPEN’GS BEFORE PLACING GROUT OPTION 2: STANDARD CMU W/ CROSS WEBS KNOCKED OUT AT BOND BEAM COURSE METAL LATH, MESH, OR WIRE SCREEN PLACED IN MORTAR JOINTS UNDER KNOCK- OUT BOND BEAM COURSES TO PREVENT FILLING OF UNGROUTED CELLS HIGH LIFT GROUTING PROCEDURES DIAGRAM 02.410.0132 REV. 07/06/10 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 141. VERTICAL REINFORCEMENT AS REQ’D HORIZONTAL REINFORCEMENT AS REQ’D VIEW OF STANDARD BLOCK BEFORE CROSS WEBS ARE KNOCKED OUT METAL LATH, MESH, OR WIRE SCREEN PLACED IN BED JOINTS UNDER KNOCK-OUT VIEW OF BLOCK AFTER CROSS BOND BEAM COURSES TO PREVENT FILLING WEBS ARE KNOCKED OUT TO OF UNGROUTED CELLS ACCOMMODATE HORIZONTAL REINFORCEMENT KNOCK-OUT CMU BOND BEAMS DIAGRAM 02.410.0141 REV. 11/30/10 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 142. VERTICAL REINFORCEMENT AS REQ’D HORIZONTAL REINFORCEMENT AS REQ’D CMU BOND BEAM MADE FROM U-BLOCK UNITS SPECIAL SHAPE U-BLOCK U-BLOCK NOTCHED TO ACCEPT VERTICAL REINFORCEMENT U-BLOCK CMU BOND BEAMS DIAGRAM 02.410.0142 REV. 11/30/10 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 143. GROUT & REINFORCEMENT AS REQ’D 1. DRILL INJECTION PORTS IN BED JOINTS 2. LONGINTUDINAL @8” O.C. EXCEPT AT SECTION VIEW BEFORE GROUTED CELLS INJECTED FOAM INSUL. 4. PATCH INJECTION 3. INJECTED FOAM PORTS W/ MORTAR TO INSULATION MATCH EXISTING CONTINUOUS @ NON- GROUTED CELLS INJECTED FOAM INSULATION DETAIL 02.610.0201 REV. 12/13/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 144. Stone, Rough 010 Single Wythe 020 Composite 030 Anchored Veneer - Masonry Backup 040 Anchored Veneer - Steel Stud Backup 01 Brick 050 Anchored Veneer - Wood Stud Backup 02 Concrete block 060 Anchored Veneer - Other Backup 03 Stone, rough 070 Adhered Veneer - Masonry Backup 04 Stone, dimensional 080 Adhered Veneer - Steel Stud Backup 06 Tile 090 Adhered Veneer - Wood Stud Backup 07 Terrazzo 100 Adhered Veneer - Other Backup 08 Cement 110 Rain Screen Wall 09 Plaster / Stucco 120 Structural Masonry 10 Restoration 130 Flooring - Interior 11 Terra Cotta 140 Paving - Exterior 12 Refractory 150 Landscape Walls 13 AAC 160 Fireplaces & Chimneys 14 Precast Concrete 210 Training Mockups 15 Accessories 220 Apprentice Contests 21 Structural Steel 310 Building Models 22 Cast-in-Place Conc. 400 Wall Type Analysis 23 Metal Siding 410 Diagrams 40 Wall Type Analysis 510 Modular/Bonding 50 Building Model 610 Sustainability / Energy-Efficiency
- 145. 4’-0” x 4’-0”METAL STUD/ GLASS MAT REINFORCED GYPSUM BACKUP SPECMIX POLYMER CONSTRUCTED ON SITE BY S.S. MODIFIED STONE SCHWARZ MASONRY ON MAY 19, 2010 VENEER MORTAR KEENE DRAINAGE MAT AT METAL STUD PORTION ONLY TYVEK WRB AREA OF ADHERED VENEER INSTALLATION DEMONSTRATION CMU BACKUP METAL LATH 15# BUILDING FELT SCRATCH COAT BY SPECMIX BOND COAT BY SPECMIX DAL TILE ® TEJAS STONE DEMONSTRATE GROUTING JOINTS W/ SPECMIX STONE NOTE: S.S. SCHWARZ MASONRY TO VENEER MORTAR APPLIED PROVIDE BUILDING FELT, METAL LATH, USING GROUT BAG DRAINAGE MAT, GROUT AND BAKER BAGS; DCTC TO PROVIDE TYVEK. ADHERED STONE MOCKUP CMU & METAL STUD BACKUPS DETAIL 03.070.2101 REV. 5/11/10 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 146. WINDOW DETAIL GYP. SHEATHING & WOOD STUDS DETAIL 03.090.0401 REV. 04/28/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 147. Stone, Dimensional 010 Single Wythe 020 Composite 01 Brick 030 Anchored Veneer - Masonry Backup 02 Concrete block 040 Anchored Veneer - Steel Stud Backup 03 Stone, rough 050 Anchored Veneer - Wood Stud Backup 04 Stone, dimensional 060 Anchored Veneer - Other Backup 06 Tile 070 Adhered Veneer - Masonry Backup 07 Terrazzo 080 Adhered Veneer - Steel Stud Backup 08 Cement 090 Adhered Veneer - Wood Stud Backup 09 Plaster / Stucco 100 Adhered Veneer - Other Backup 10 Restoration 110 Rain Screen Wall 11 Terra Cotta 120 Structural Masonry 12 Refractory 130 Flooring - Interior 13 AAC 140 Paving - Exterior 14 Precast Concrete 150 Landscape Walls 15 Accessories 160 Fireplaces & Chimneys 21 Structural Steel 210 Training Mockups 22 Cast-in-Place Conc. 220 Apprentice Contests 23 Metal Siding 310 Building Models 40 Wall Type Analysis 400 Wall Type Analysis 50 Building Model 410 Diagrams 510 Modular/Bonding 610 Sustainability / Energy-Efficiency
- 148. 4” x 4”CONT. VERTICAL S.S. STRUTS @ 24” O.C. 4” CAVITY FOR SPRAY- FOAM INSULATION (INSUL. NOT SHOWN) CAULK JOINT BETWEEN PANELS 2¼” THICK LIMESTONE PANELS W/ KERF EDGE 2½” x 2½” S.S. ANGLES @ EACH JOINT, W/ ¼” DIA. STUDS WELDED @ TOP & BOTTOM FOR LIMESTONE ANCHORAGE CMU BACKUP (AIR/MOISTURE/VAPOR BARRIER NOT SHOWN) LIMESTONE ANCHORAGE DETAIL OPTION 1 DETAIL 04.030.0201 REV. 12/17/08 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 149. INTERACTIVE DEMONSTRATION: 2 CM. MARBLE ANCHORED TO CMU BACKUP W/ COPPER WIRES AND MOLDING PLASTER MARBLE WALL MOCKUP DETAIL 04.030.2101 REV. 5/3/10 © 2009 INTERNATIONAL MASONRY INSTITUTE
- 150. Tile 010 Single Wythe 020 Composite 030 Anchored Veneer - Masonry Backup 040 Anchored Veneer - Steel Stud Backup 01 Brick 050 Anchored Veneer - Wood Stud Backup 02 Concrete block 060 Anchored Veneer - Other Backup 03 Stone, rough 070 Adhered Veneer - Masonry Backup 04 Stone, dimensional 080 Adhered Veneer - Steel Stud Backup 06 Tile 090 Adhered Veneer - Wood Stud Backup 07 Terrazzo 100 Adhered Veneer - Other Backup 08 Cement 110 Rain Screen Wall 09 Plaster / Stucco 120 Structural Masonry 10 Restoration 130 Flooring - Interior 11 Terra Cotta 140 Paving - Exterior 12 Refractory 150 Landscape Walls 13 AAC 160 Fireplaces & Chimneys 14 Precast Concrete 210 Training Mockups 15 Accessories 220 Apprentice Contests 21 Structural Steel 310 Building Models 22 Cast-in-Place Conc. 400 Wall Type Analysis 23 Metal Siding 410 Diagrams 40 Wall Type Analysis 510 Modular/Bonding 50 Building Model 610 Sustainability / Energy-Efficiency
- 151. SOLID BACKING DRY-SET OR LATEX- PORTLAND CEMENT MORTAR BOND COAT CERAMIC TILE WATERPROOF MEMBRANE AS REQ’D 3/8” – 3/4” MORTAR BED W/ METAL LATH WALL TILE ONE-COAT METHOD, WET AREA DETAIL 06.070.0101 REV. 09/01/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 152. SOLID BACKING CERAMIC TILE 3/8” – 3/4” MORTAR BED W/ METAL LATH DRY-SET OR LATEX- PORTLAND CEMENT MORTAR BOND COAT WALL TILE ONE-COAT METHOD, NON-WET AREA DETAIL 06.070.0102 REV. 09/01/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 153. SOLID BACKING 3/8” – 3/4” SCRATCH COAT W/ METAL LATH WATERPROOF MEMBRANE AS REQ’D DRY-SET OR LATEX- PORTLAND CEMENT MORTAR BOND COAT CERAMIC TILE 3/8” – 3/4” MORTAR BED WALL TILE CEMENT MORTAR DETAIL 06.070.0103 REV. 09/01/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 154. DRY-SET OR LATEX- PORTLAND CEMENT MORTAR BOND COAT CONCRETE MASONRY W/ FLUSH JOINTS CERAMIC TILE WALL TILE THINSET ON CONCRETE MASONRY DETAIL 06.070.0104 REV. 09/01/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 155. DEMONSTRATION AREA OF MOCKUP: SET TWO PIECES OF TILE USING THINSET MORTAR, CLEATS, AND SPACERS PRECONSTRUCTED PORTION OF MOCKUP: 18” x 18” PORCELAIN TILE IN LATEX MODIFIED THINSET MORTAR WALL TILE MOCKUP LARGE FORMAT PORCELAIN TILE WALL DETAIL 06.070.2101 REV. 4/30/10 © 2009 INTERNATIONAL MASONRY INSTITUTE
- 156. WATERPROOF MEMBRANE AS REQ’D CEMENTITIOUS BACKER UNIT (CBU) ORGANIC ADHESIVE CERAMIC TILE WALL TILE MASTIC ON CBU OVER STEEL STUDS DETAIL 06.080.0101 REV. 09/10/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 157. LATEX-PORTLAND CEMENT MORTAR BOND COAT CERAMIC TILE 1/2” CEMENTITIOUS BACKER UNIT (CBU) W/ TAPED JOINTS, MECH. FASTENED @ 6” O.C. DRY-SET MORTAR 1/8” GAP BETWEEN PLYWOOD SHEETS 19/32” EXTERIOR GLUE PLYWOOD SUBFLOOR, TONGUE & GROOVE FLOOR TILE OVER CBU ON WOOD SUBFLOOR DETAIL 06.130.0101 REV. 08/31/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 158. CERAMIC TILE LATEX-PORTLAND CEMENT MORTAR BOND COAT MORTAR BED 1¼” MIN. TO 2” MAX. W/ CLEAVAGE WIRE REINFORCING MEMBRANE 1/8” GAP BETWEEN PLYWOOD SHEETS 19/32” EXTERIOR GLUE PLYWOOD SUBFLOOR FLOOR TILE CEMENT MORTAR ON WOOD SUBFLOOR DETAIL 06.130.0102 REV. 08/31/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 159. DRY-SET OR LATEX- PORTLAND CEMENT MORTAR BOND COAT CERAMIC TILE MORTAR BED, 1¼” MIN. TO 2” MAX, W/ WIRE REINFORCEMENT WATERPROOF / ANTIFRACTURE MEMBRANE AS REQ’D CONCRETE SUBFLOOR FLOOR TILE CEMENT MORTAR BED ON CONCRETE DETAIL 06.130.0201 REV. 08/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 160. CERAMIC TILE LATEX-PORTLAND CEMENT MORTAR BOND COAT WATERPROOF / ANTIFRACTURE MEMBRANE AS REQ’D CONCRETE OR CURED MORTAR BED FLOOR TILE THINSET ON CONCRETE OR CURED MORTAR BED DETAIL 06.130.0202 REV. 08/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 161. CERAMIC TILE DRY-SET OR LATEX-PORTLAND CEMENT MORTAR BOND COAT CONCRETE SUBFLOOR, STEEL TROWEL AND FINE BROOM FINISH; FREE OF CURING COMPOUNDS AND SEALERS FLOOR TILE THINSET ON CONCRETE DETAIL 06.130.0203 REV. 08/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 162. DRY-SET OR LATEX- CERAMIC TILE PORTLAND CEMENT MORTAR BOND COAT CEMENTITIOUS CORK UNDERLAYMENT BACKER UNIT (CBU) W/ TAPED JOINTS, NAILED @ 6” O.C. CONCRETE SUBFLOOR DRY-SET MORTAR FLOOR TILE OVER CBU & CORK ON CONCRETE DETAIL 06.130.0204 REV. 08/25/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 163. DRY-SET OR LATEX- PORTLAND CEMENT MORTAR BOND COAT CERAMIC TILE CEMENTITIOUS BACKER UNIT (CBU) W/ TAPED JOINTS CONCRETE SUBFLOOR DRY-SET MORTAR FLOOR TILE OVER CBU ON CONCRETE DETAIL 06.130.0205 REV. 08/31/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 164. CERAMIC TILE DRY-SET OR LATEX- PORTLAND CEMENT MORTAR BOND COAT CORK UNDERLAYMENT CONCRETE SUBFLOOR FLOOR TILE OVER CORK ON CONCRETE DETAIL 06.130.0206 REV. 04/16/10 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 165. CONCRETE MASONRY W/ FLUSH JOINTS CERAMIC TILE AT WALLS & FLOOR MOVEMENT JOINT AT INTERSECTING WALLS MOVEMENT JOINT DRY-SET OR LATEX- AT FLOOR / WALL PORTLAND CEMENT MORTAR BOND COAT PERIMETER MOVEMENT JOINT WALL AND FLOOR TILE THINSET, CORNER CONDITION DETAIL 06.130.1300 REV. 09/10/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 166. SEALANT, BACKER ROD, & COMPRESSIBLE FILLER CERAMIC TILE LATEX-PORTLAND CEMENT MORTAR BOND COAT MORTAR BED 1¼” MIN. TO 2” MAX. W/ WIRE REINFORCING CLEAVAGE OR WATERPROOF MEMBRANE CONCRETE OR WOOD SUBFLOOR FLOOR TILE EXPANSION JOINT DETAIL 06.130.1301 REV. 09/01/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 167. SEALANT, BACKER ROD, & COMPRESSIBLE FILLER CERAMIC TILE SHRINKAGE CRACK 1/4” WIDE CONTROL JOINT, SAW-CUT INTO CONCRETE LATEX-PORTLAND CEMENT MORTAR BOND COAT CONCRETE SUBFLOOR FLOOR TILE EXPANSION JOINT OVER CONCRETE CONTROL JOINT DETAIL 06.130.1302 REV. 09/01/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 168. TILE PLACED INCRACK SUPPRESSION MEMBRANE OVER CONCRETE CONTROL JOINT CRACKS AND FAILS AS SLAB CURLS SLAB CURL FAILED TILE OVER CURLED CONCRETE DETAIL 06.130.1352 REV. 04/23/10 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 169. TILE EXPANSION JOINTPLACED OVER CONCRETE CONTROL JOINT ALLOWS TILE TO MOVE WITHOUT CRACKING AS SLAB CURLS SLAB CURL SUCCESSFUL TILE OVER CURLED CONCRETE DETAIL 06.130.1353 REV. 04/23/10 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 170. THIS MOCKUP ISPRE-CONSTRUCTED, i.e. FOR PRESENTATION, NOT DEMONSTRATION MOCKUP OVERALL DIMENSIONS 3’-0” x 5’-0” TILE EXPANSION JOINT, CAULK & BACKER ROD 6” x 6” CERAMIC TILE IN LATEX MODIFIED THINSET MORTAR 1/2” GAP: SIMULATED COLD JOINT OR CONCRETE CONTROL JOINT SIMULATED CRACK IN CONCRETE CEMENTITIOUS BACKER BOARD FASTENED MAPEI ® CRACK TO TOP AND FRONT EDGE OF LUMBER SUPPRESSION MEMBRANE FRAME, TO SIMULATE CONCRETE SLAB FLOOR TILE MOCKUP CRACK SUPPRESSION MEMBRANE & FLOOR EXPANSION JOINT DETAIL 06.130.2101 REV. 4/30/10 © 2009 INTERNATIONAL MASONRY INSTITUTE
- 171. THIS MOCKUP ISPRE-CONSTRUCTED, i.e. FOR PRESENTATION, NOT DEMONSTRATION 12” x 12” MARBLE TILE IN MOCKUP OVERALL DIMENSIONS 3’-0” x 5’-0” LATEX MODIFIED THINSET MORTAR ON MUD BED LATICRETE HYDRO-BAN® WATERPROOFING MEMBRANE CEMENTITIOUS BACKER UNIT TO SIMULATE CONCRETE SLAB 2” SAND & CEMENT CURED MORTAR BED W/ WIRE REINFORCING MARBLE FLOOR MOCKUP, WET AREA DETAIL 06.130.2102 REV. 5/4/10 © 2009 INTERNATIONAL MASONRY INSTITUTE
- 172. Terrazzo 010 Single Wythe 020 Composite 01 Brick 030 Anchored Veneer - Masonry Backup 02 Concrete block 040 Anchored Veneer - Steel Stud Backup 03 Stone, rough 050 Anchored Veneer - Wood Stud Backup 04 Stone, dimensional 060 Anchored Veneer - Other Backup 06 Tile 070 Adhered Veneer - Masonry Backup 07 Terrazzo 080 Adhered Veneer - Steel Stud Backup 08 Cement 090 Adhered Veneer - Wood Stud Backup 09 Plaster / Stucco 100 Adhered Veneer - Other Backup 10 Restoration 110 Rain Screen Wall 11 Terra Cotta 120 Structural Masonry 12 Refractory 130 Flooring - Interior 13 AAC 140 Paving - Exterior 14 Precast Concrete 150 Landscape Walls 15 Accessories 160 Fireplaces & Chimneys 21 Structural Steel 210 Training Mockups 22 Cast-in-Place Conc. 220 Apprentice Contests 23 Metal Siding 310 Building Models 40 Wall Type Analysis 400 Wall Type Analysis 50 Building Model 410 Diagrams 510 Modular/Bonding 610 Sustainability / Energy-Efficiency
- 173. EPOXY TERRAZZO MATRIXW/ MARBLE CHIPS, GLASS CHIPS OR OTHER AGGREGATE AS SPECIFIED CRACK-FREE CONCRETE SLAB W/ SHOTBLAST FINISH, MAX. 3 LB. MOISTURE PER 1,000 S.F. OR MAX. 80% RELATIVE HUMIDITY (OR PER MANUF’R) DIVIDER STRIPS EPOXY TERRAZZO ON ACCEPTABLE CONCRETE DETAIL 07.130.0101 REV. 01/31/11 © 2010 INTERNATIONAL MASONRY INSTITUTE
- 174. EPOXY TERRAZZO MATRIXW/ MARBLE CHIPS, GLASS CHIPS OR OTHER AGGREGATE AS SPECIFIED BONDING AGENT/ EPOXY PRIMER MOISTURE VAPOR PRIMER DIVIDER STRIPS CONCRETE SLAB W/ SHOTBLAST FINISH, GREATER THAN 3 LB. MOISTURE PER 1,000 S.F. OR GREATER THAN 80% RELATIVE HUMIDITY (OR PER MANUF’R) EPOXY TERRAZZO ON CONCRETE W/ MOISTURE DETAIL 07.130.0102 REV. 01/31/11 © 2010 INTERNATIONAL MASONRY INSTITUTE
- 175. EPOXY TERRAZZO MATRIXW/ MARBLE CHIPS, GLASS CHIPS OR OTHER AGGREGATE AS SPECIFIED BONDING AGENT/ EPOXY PRIMER EXISTING CRACK IN CONCRETE DIVIDER STRIPS CRACK ISOLATION MEMBRANE CONCRETE SLAB W/ OVER EXISTING CRACKS; SHOTBLAST FINISH, MAX. 3 LB. EITHER LOCALIZED AS SHOWN, MOISTURE PER 1,000 S.F. OR OR FULL-BED, PER MANUF’R MAX. 80% RELATIVE HUMIDITY (OR PER MANUF’R) EPOXY TERRAZZO ON CONCRETE W/ CRACKS DETAIL 07.130.0103 REV. 01/31/11 © 2010 INTERNATIONAL MASONRY INSTITUTE
- 176. EPOXY TERRAZZO MATRIXW/ MARBLE CHIPS, GLASS CHIPS OR OTHER AGGREGATE AS SPECIFIED BONDING AGENT/ EPOXY PRIMER MOISTURE VAPOR PRIMER DIVIDER STRIPS CONCRETE SLAB W/ SHOTBLAST FINISH, FULL BED CRACK GREATER THAN 3 LB. ISOLATION MEMBRANE FOR MOISTURE PER 1,000 S.F. ANTICIPATED CRACKING, OR GREATER THAN 80% PER MANUF’R RELATIVE HUMIDITY (OR PER MANF’R), AND HIGH POTENTIAL FOR CRACKING ON CONCRETE W/ MOISTURE EPOXY TERRAZZO AND ANTICIPATED CRACKING DETAIL 07.130.0104 REV. 01/31/11 © 2010 INTERNATIONAL MASONRY INSTITUTE
- 177. 1/8” MIN. CONTROL JOINT WIDTH EPOXY TERRAZZO MATRIX W/ FILL SAW-CUT JOINT MARBLE CHIPS, GLASS CHIPS W/ JOINT FILLER OR OTHER AGGREGATE AS SPECIFIED METAL L DIVIDER STRIPS SET BACK-TO-BACK EXISTING CRACK SAW-CUT CONCRETE AT EXISTING CRACK NOTE: PROVIDE CONTROL JOINT IN TERRAZZO AT EXISTING CRACKS AND AT EXISTING CONTROL JOINTS IN CONCRETE SUBSTRATE EXISTING CRACK SAW-CUT IN CONCRETE CONCRETE AT CRACK EPOXY TERRAZZO CONTROL JOINT DETAIL DETAIL 07.130.0131 REV. 01/31/11 © 2010 INTERNATIONAL MASONRY INSTITUTE
- 178. PRECAST EPOXY TERRAZZO BASE W/ SEALANT JOINT @ TOP EPOXY TERRAZZO SYSTEM CONTROL JOINT IN TERRAZZO AT EXISTING CRACKS AND AT EXISTING CONTROL JOINTS IN CONCRETE SUBSTRATE MOISTURE VAPOR PRIMER GRADE CONCRETE SLAB ON GRADE CONT. VAPOR BARRIER UNDER CONCRETE SLAB COMPACTED FILL EPOXY TERRAZZO SLAB ON GRADE DETAIL 07.130.0111 REV. 02/02/11 © 2010 INTERNATIONAL MASONRY INSTITUTE
- 179. RESINOUS EPOXY TERRAZZO TOPPING DIVIDER STRIP 1/4” – 3/8” MOISTURE VAPOR PRIMER VAPOR BARRIER NOTE: MOISTURE NEW OR EXISTING MEMBRANE AND/OR CRACK CONCRETE SLAB SUPPRESSION MEMBRANE MAY BE REQUIRED; NOT SHOWN COMPACTED FILL EPOXY TERRAZZO SYSTEM OVERVIEW DETAIL 07.130.0121 REV. 02/28/11 © 2010 INTERNATIONAL MASONRY INSTITUTE
- 180. POLYACRYLATE TERRAZZO TOPPING DIVIDER STRIP 1/4” – 3/8” PRIMER VAPOR BARRIER NOTE: MOISTURE NEW OR EXISTING MEMBRANE AND/OR CRACK CONCRETE SLAB SUPPRESSION MEMBRANE MAY BE REQUIRED; NOT SHOWN COMPACTED FILL POLYACRYLATE TERRAZZO SYSTEM OVERVIEW DETAIL 07.130.0311 REV. 03/01/11 © 2010 INTERNATIONAL MASONRY INSTITUTE
- 181. TERRAZZO TOPPING DIVIDER STRIP UNDERBED: 4 PARTS SAND, 1 PART CEMENT; LOW SLUMP 1/2” 2 1/2” MIN.; 3” SUGGESTED ISOLATION MEMBRANE VAPOR BARRIER 16 GA., 2” x 2” GALVANIZED WIRE MESH, OR EQUAL SAND DUSTING COMPACTED FILL NEW OR EXISTING CONCRETE SLAB SAND CUSHION TERRAZZO SYSTEM OVERVIEW DETAIL 07.130.0211 REV. 02/28/11 © 2010 INTERNATIONAL MASONRY INSTITUTE
- 182. PRE-CONSTRUCTED ACTIVE PORTION PORTIONS OF MOCKUP OF MOCKUP PROTERRAZZO, EPOXY TERRAZZO, RUSTIC TERRAZZO 120 GRIND & POLISH 120 GRIND & POLISH PROTERRAZZO, ROUGH GRIND EPOXY TERRAZZO, ROUGH GRIND PRIMER DEMONSTRATE WASHING & FINISHING 5’-0” x 10’-0” RUSTIC TERRAZZO W/ CONCRETE PAD IMI LOGO “T” STRIP 2 “L” STRIPS TO FORM CONTROL JOINT TERRAZZO MOCKUP DETAIL 07.130.2101 REV. 5/7/10 © 2009 INTERNATIONAL MASONRY INSTITUTE
- 183. ¾” RADIUS NOSINGAND ¾” RADIUS COVE WOOD STRINGER 4” NOSING TO STRIP MEASURED VERTICALLY 3/8” EPOXY TERRAZZO STRIP ON PLYWOOD BACKING, BOTH SIDES 3/8” EPOXY TERRAZZO OVER PLYWOOD TREADS AND RISERS; TERRAZZO SHALL BE 36” WIDE BUT IS SHOWN SECTIONED IN THIS VIEW FOR CLARITY SECTION 1 NOT TO SCALE BAC/IMI INTERNATIONAL APPRENTICE CONTEST 2009 TERRAZZO SHEET AC.07.220.0901 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 184. 8’-0” 1’-0” TYP. NOTE: SCREED DRY-PACK AND STRIP LAYOUT ONLY; NO TOPPING 30° 30° 30° 8’-0” 1½” H. x 1/8” W. ZINC STRIPS 2½” THICK SAND & CEMENT BED CONCRETE PAD 4’-0” RADIUS ARC, TYP. STRIP LAYOUT – SAND CUSHION MOCKUP SAND CUSHION MOCKUP 1 2 NOT TO SCALE NOT TO SCALE BAC/IMI INTERNATIONAL APPRENTICE CONTEST 2009 TERRAZZO SHEET AC.07.220.0903 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 185. Plaster / Stucco 010 Single Wythe 020 Composite 030 Anchored Veneer - Masonry Backup 040 Anchored Veneer - Steel Stud Backup 01 Brick 050 Anchored Veneer - Wood Stud Backup 02 Concrete block 060 Anchored Veneer - Other Backup 03 Stone, rough 070 Adhered Veneer - Masonry Backup 04 Stone, dimensional 080 Adhered Veneer - Steel Stud Backup 06 Tile 090 Adhered Veneer - Wood Stud Backup 07 Terrazzo 100 Adhered Veneer - Other Backup 08 Cement 110 Rain Screen Wall 09 Plaster / Stucco 120 Structural Masonry 10 Restoration 130 Flooring - Interior 11 Terra Cotta 140 Paving - Exterior 12 Refractory 150 Landscape Walls 13 AAC 160 Fireplaces & Chimneys 14 Precast Concrete 210 Training Mockups 15 Accessories 220 Apprentice Contests 21 Structural Steel 310 Building Models 22 Cast-in-Place Conc. 400 Wall Type Analysis 23 Metal Siding 410 Diagrams 40 Wall Type Analysis 510 Modular/Bonding 50 Building Model 610 Sustainability / Energy-Efficiency
- 186. CONCRETE MASONRY W/ FLUSH MORTAR JOINTS FINISH COAT 1/2” BROWN COAT CEMENT PLASTER BASE COAT 1/4” SCRATCH COAT STUCCO ASSEMBLY DIRECT APPLIED, CONCRETE MASONRY DETAIL 09.070.0101 REV. 12/18/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 187. SELF-FURRING LATH NOTE: WATER-RESISTANT BARRIER BEHIND SELF- FURRING LATH IS OPTIONAL CONCRETE MASONRY FINISH COAT 1/2” BROWN COAT CEMENT PLASTER BASE COAT 1/4” SCRATCH COAT W/ LATH EMBEDDED STUCCO ASSEMBLY CONCRETE MASONRY BACKUP DETAIL 09.070.0102 REV. 12/18/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 188. RIGID INSULATION Z-CHANNEL FURRING @ 24” O.C. MAX. NOTE: 20 GA. MIN. FOR 1” -3” THICK INSUL; 18 GA. MIN. FOR OVER 3” THICK INSUL. CONCRETE MASONRY W/ FLUSH MORTAR JOINTS 2 LAYERS OF WATER FINISH COAT RESISTANT BARRIER, 30 LB. FELT MIN. 1/2” BROWN COAT SHEATHING BOARD CEMENT PLASTER NOTE: 1/8” GAP BETWEEN 1/4” SCRATCH COAT SHEETS OF PLYWOOD OR BASE COAT W/ LATH EMBEDDED OSB AT VERTICAL AND HORIZONTAL JOINTS SELF-FURRING LATH STUCCO ASSEMBLY STUCCO OVER CMU W/ INSULATION DETAIL 09.070.0103 REV. 12/18/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 189. 24” MAX. 3½” MIN. 22 GA. MIN. STEEL STUDS 2 LAYERS OF WATER RESISTANT BARRIER, 30 LB. FELT MIN. FINISH COAT SHEATHING BOARD NOTE: 1/8” GAP BETWEEN SHEETS OF PLYWOOD OR OSB AT VERTICAL AND HORIZONTAL JOINTS SELF-FURRING LATH NOTE: SCREW LATH INTO STUDS FOR EXTERIOR GYPSUM SHEATHING 1/2” BROWN COAT CEMENT PLASTER BASE COAT 1/4” SCRATCH COAT W/ LATH EMBEDDED STUCCO ASSEMBLY SHEATHED CONSTRUCTION, STEEL FRAMING DETAIL 09.080.0101 REV. 12/18/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 190. 1/8” GAP BETWEEN INSULATION SHEETS OF PLYWOOD OR OSB AT VERTICAL & HORIZONTAL JOINTS WOOD STUDS 2 LAYERS OF WATER RESISTANT BARRIER, 30 LB. FELT, MIN. SHEATHING: FINISH COAT EXTERIOR GYPSUM, PLYWOOD, OR OSB SELF-FURRING LATH NAILED @ 8” O.C. VERTICALLY & HORIZONTALLY 1/2” BROWN COAT CEMENT PLASTER BASE COAT 1/4” SCRATCH COAT W/ LATH EMBEDDED STUCCO ASSEMBLY SHEATHED CONSTRUCTION, WOOD FRAMING DETAIL 09.090.0101 REV. 12/18/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 191. CONCRETE BONDING AGENT 1/8” FINISH SKIM COAT STUCCO ASSEMBLY SKIM COAT DIRECT TO CONCRETE DETAIL 09.100.0101 REV. 06/15/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 192. CONCRETE BONDING AGENT FINISH COAT 1/2” BROWN COAT CEMENT PLASTER BASE COAT 1/4” SCRATCH COAT W/ LATH EMBEDDED STUCCO ASSEMBLY TWO COAT STUCCO DIRECT TO CONCRETE DETAIL 09.100.0102 REV. 12/18/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 193. CONCRETE SELF-FURRING LATH NOTE: WATER-RESISTANT BARRIER BEHIND SELF- FURRING LATH IS OPTIONAL FINISH COAT 1/2” BROWN COAT CEMENT PLASTER BASE COAT 1/4” SCRATCH COAT W/ LATH EMBEDDED STUCCO ASSEMBLY STUCCO ATTACHED TO CONCRETE DETAIL 09.100.0103 REV. 12/18/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 194. Masonry Restoration 010 Single Wythe 020 Composite 030 Anchored Veneer - Masonry Backup 040 Anchored Veneer - Steel Stud Backup 01 Brick 050 Anchored Veneer - Wood Stud Backup 02 Concrete block 060 Anchored Veneer - Other Backup 03 Stone, rough 070 Adhered Veneer - Masonry Backup 04 Stone, dimensional 080 Adhered Veneer - Steel Stud Backup 06 Tile 090 Adhered Veneer - Wood Stud Backup 07 Terrazzo 100 Adhered Veneer - Other Backup 08 Cement 110 Rain Screen Wall 09 Plaster / Stucco 120 Structural Masonry 10 Restoration 130 Flooring - Interior 11 Terra Cotta 140 Paving - Exterior 12 Refractory 150 Landscape Walls 13 AAC 160 Fireplaces & Chimneys 14 Precast Concrete 210 Training Mockups 15 Accessories 220 Apprentice Contests 21 Structural Steel 310 Building Models 22 Cast-in-Place Conc. 400 Wall Type Analysis 23 Metal Siding 410 Diagrams 40 Wall Type Analysis 510 Modular/Bonding 50 Building Model 610 Sustainability / Energy-Efficiency
- 195. d d/3 MAX 1. DETERIORATED 2. JOINT GROUND TO 3. JOINT GROUND TO 4. JOINT RAKED TO SOUND MORTAR INCORRECT PROFILE INCORRECT PROFILE MORTAR (d/3 MAX.) AND GROUND TO 90º PROFILE 1/4” 1/4” 5. 1/4” LIFT, FIRST PASS 6. 1/4” LIFTS, SUB- 7. FINAL PASS INCORRECTLY 8. FINAL PASS TOOLED TO SEQUENT PASSES SMEARED ABOUT BRICK CONCAVE OR VEE PROFILE EDGES RESULTS IN EXAG- TO MATCH EXISTING GERATED JOINT WIDTH REPOINTING DETAIL DIAGRAM 10.410.0101 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 196. 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
- 197. CMU BACKUP AIR/MOISTURE/VAPOR BARRIER AS REQ’D INSULATION ALUMINUM CLIP ANGLE C L 3D VIEW, N.T.S. PROPRIETARY ALUMINUM TRACK SYSTEM W/ CLIPS & GASKETS PER MANUF’R TERRA COTTA CLADDING PLAN VIEW, N.T.S. TERRA COTTA RAINSCREEN PLAN DETAIL, CMU BACKUP, INSULATION DETAIL 11.030.0212 REV. 03/14/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 198. CMU BACKUP AIR/MOISTURE/VAPOR BARRIER AS REQUIRED ALUMINUM CLIP ANGLE PROPRIETARY ALUMINUM TRACK SYSTEM W/ CLIPS & GASKETS PER MANUF’R TERRA COTTA CLADDING INSULATION TERRA COTTA RAINSCREEN 3D VIEW, CMU BACKUP, CAVITY INSULATION DETAIL 11.030.0211 REV. 03/14/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 199. INTERACTIVE DEMONSTRATION: PLACEMENT OF 1’ x 2’ NBK TERRA COTTA PANELS ON ALUMINUM TRACK SYSTEM. NBK TERRA COTTA RAINSCREEN MOCKUP DETAIL 11.030.2101 REV. 5/3/10 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 200. Autoclaved Aerated Concrete(AAC) 010 Single Wythe 020 Composite 030 Anchored Veneer - Masonry Backup 040 Anchored Veneer - Steel Stud Backup 01 Brick 050 Anchored Veneer - Wood Stud Backup 02 Concrete block 060 Anchored Veneer - Other Backup 03 Stone, rough 070 Adhered Veneer - Masonry Backup 04 Stone, dimensional 080 Adhered Veneer - Steel Stud Backup 06 Tile 090 Adhered Veneer - Wood Stud Backup 07 Terrazzo 100 Adhered Veneer - Other Backup 08 Cement 110 Rain Screen Wall 09 Plaster / Stucco 120 Structural Masonry 10 Restoration 130 Flooring - Interior 11 Terra Cotta 140 Paving - Exterior 12 Refractory 150 Landscape Walls 13 AAC 160 Fireplaces & Chimneys 14 Precast Concrete 210 Training Mockups 15 Accessories 220 Apprentice Contests 21 Structural Steel 310 Building Models 22 Cast-in-Place Conc. 400 Wall Type Analysis 23 Metal Siding 410 Diagrams 40 Wall Type Analysis 510 Modular/Bonding 50 Building Model 610 Sustainability / Energy-Efficiency
- 201. #6 VERTICAL REINFORCING& GROUT IN 4”Ø CORES @ 24” O.C. 16” H. BOND BEAM W/ (2) #5 REBAR @ EA. COURSE JOIST GIRDERS @ 5’-0” O.C. PER STRUCTURAL 12” THICK x 8” H. x 24” L. AC-4 AUTOCLAVED AERATED CONCRETE (AAC) MASONRY UNITS NOTE: THIS DRAWING REPRESENTS A BASIC STRUCTURAL AAC MASONRY WALL; IT IS NOT INTENDED FOR CONSTRUCTION WITHOUT PROPER ENGINEERING DESIGN AND CALCULATIONS. LOADBEARING AAC MASONRY WALL DETAIL 13.120.0101 REV. 04/23/10 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 202. - METAL STUDS, - 2” AAC SHEATHING - VENEER TIES - 8” AAC BLOCK BACKUP - FACE BRICK - VENEER TIES - FACE BRICK AAC EXTERIOR WALL TYPES DETAIL 13.400.0102 REV. 11/20/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 203. - METAL STUDS - 2” AAC SHEATHING - 8” AAC BLOCK BACKUP, - BLDG. FELT - BLDG. FELT - SELF FURRING LATH - SELF FURRING LATH - 3/8” SCRATCH COAT - 3/8” SCRATCH COAT - ADHERED VENEER - ADHERED VENEER AAC EXTERIOR WALL TYPES DETAIL 13.400.0103 REV. 11/20/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 204. - METAL STUDS - 2” AAC SHEATHING - 8” AAC BLOCK BACKUP - BONDING AGENT - BONDING AGENT - 3/8” BASE COAT - 3/8” BASE COAT - 1/8” FINISH COAT (PROPRIETARY) - 1/8” FINISH COAT (PROPRIETARY) AAC EXTERIOR WALL TYPES DETAIL 13.400.0104 REV. 11/20/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 205. 2” OR 3”THICK AAC PANELS WOOD STUDS @ 16” O.C., THIN BED MORTAR JOINTS BETWEEN PANELS 5/8” GYP. BD. MAX. 1” AIR SPACE BETWEEN AAC PANEL AND WOOD STUDS MELTAWAY ALUMINUM ATTACHMENT CLIPS SPACED 4’-0” O.C. VERTICALLY AND MIN. 16” FROM EDGE OF PANEL UL U210 4-HR RATED AAC FIREWALL DETAIL 13.400.0105 REV. 12/02/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 206. 1/2” OSB ORPLYWOOD 8” AAC BLOCK 6” BATT INSULATION 3/16” PLASTER 2 x 6 STUDS @ 16” O.C. FINISH AT INTERIOR SIDE 1/2” GYP. BD. 3/8” STUCCO 5/8” STUCCO AAC Wall R=15.75 Wood Stud Wall R=15.75 THERMAL COMPARISON DETAIL 13.610.0101 REV. 12/02/07 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 207. Masonry Accessories 010 Single Wythe 020 Composite 030 Anchored Veneer - Masonry Backup 040 Anchored Veneer - Steel Stud Backup 01 Brick 050 Anchored Veneer - Wood Stud Backup 02 Concrete block 060 Anchored Veneer - Other Backup 03 Stone, rough 070 Adhered Veneer - Masonry Backup 04 Stone, dimensional 080 Adhered Veneer - Steel Stud Backup 06 Tile 090 Adhered Veneer - Wood Stud Backup 07 Terrazzo 100 Adhered Veneer - Other Backup 08 Cement 110 Rain Screen Wall 09 Plaster / Stucco 120 Structural Masonry 10 Restoration 130 Flooring - Interior 11 Terra Cotta 140 Paving - Exterior 12 Refractory 150 Landscape Walls 13 AAC 160 Fireplaces & Chimneys 14 Precast Concrete 210 Training Mockups 15 Accessories 220 Apprentice Contests 21 Structural Steel 310 Building Models 22 Cast-in-Place Conc. 400 Wall Type Analysis 23 Metal Siding 410 Diagrams 40 Wall Type Analysis 510 Modular/Bonding 50 Building Model 610 Sustainability / Energy-Efficiency
- 208. 3/4” MIN. OVERLAP,SEALED W/ MFR-APPROVED ADHESIVE 1/2” MIN. IF RUBBERIZED ASPHALT IS USED FOR FLEXIBLE FLASHING, TO PREVENT DROOL FLEXIBLE THRU-WALL FLASHING METAL DRIP EDGE W/ HEM, 30º OR 45º FROM HORIZONTAL, SEALED TO FOUNDATION W/ MFR.-APPROVED ADHESIVE 1/4” – 3/4” 1 5/8” MIN. METAL DRIP EDGE DETAIL 15.000.0201 REV. 05/18/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 209. FIBER MESH MORTAR DEFLECTOR PRE-FASTENED TO FLASHING ALL COMPONENTS TERMINATE SHORT OF FLEXIBLE FLASHING FLASHING END FOR REQUIRED OVERLAP PLASTIC TERMINATION BAR W/ PRE-DRILLED HOLES, PRE- FASTENED TO FLASHING FIBER MESH WEEP MATERIAL STAINLESS STEEL DRIP EDGE PRE-FASTENED TO FLASHING PROPRIETARY DRAINAGE FLASHING DETAIL 15.000.0202 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 210. OUTER FACE OF MASONRY THROUGH-WALL FLASHING LAPPED AND SEALED OUTER FACE OF MASONRY NOTCHED DRIP EDGE 3/4”± METAL DRIP W/ HEMMED EDGE SET IN MASTIC OR SEALANT NOTCH DRIP EDGE FOR BUTT JOINT, SEE INSET ABOVE FLASHING LAP @ DRIP EDGE DETAIL 15.000.0203 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 211. OUTSIDE CORNER FLASHING PIECE VIEW OF FINISHED CONTINUOUS FLASHING INSTALLATION (DRIP EDGES NOT SHOWN) INSIDE CORNER FLASHING PIECE OVERLAP FLASHING NOTE: FLASHING DRIP EDGES NOT SHOWN FOR CLARITY FLASHING CORNERS DETAIL 15.000.0204 REV. 08/24/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 212. PRIMER PER RETURN FLASHING INTO MANUF’R BLOCK COURSE (SHOWN) OR SECURE TO BACKUP W/ TERMINATION BAR SEAL FLASHING LAPS W/ MASTIC PER MANUF’R 6” LAP DRIP EDGE SET IN SEALANT FLASHING LAP DIAGRAM 15.410.4101 REV. 02/10/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 213. CONCRETE MASONRY BACKUP TRANSITION STRIP @ CJ AIR BARRIER MECH. FAST. TERMINATION BAR, SEAL @ TOP THROUGH-WALL FLASHING MASTIC @ FLASHING LAPS, TYP. PRIMER DRIP EDGE – SEAL AND ADHERE TO SUBSTRATE OPTION 1 OPTION 2 AIR BARRIER APPLIED OVER BACKUP; FLASHING INSTALLED OVER BACKUP; FLASHING INSTALLED LATER. AIR BARRIER APPLIED LATER SUBJECT OF DETAIL EXCLUDED FROM SUBJECT OPTIONS FOR PLACEMENT AND SEQUENCE OF FACE BRICK, CAVITY INSULATION, AND AIR BARRIER & FLASHING WITHIN THE WALL OTHER WALL COMPONENTS AIR BARRIER – FLASHING INSTALLATION SEQUENCE DETAIL 15.410.3101 REV. 02/09/11 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 214. 9 GA. HOT-DIPPEDGALVANIZED LADDER-TYPE HORIZONTAL JOINT REINFORCEMENT PINTLE: 9 GA. HOT-DIPPED GALVANIZED HOOK-SHAPED WIRE, ENGAGED WITH EYES FOR WALL TIE 9 GA. HOT-DIPPED GALVANIZED WIRE EYES, WELDED TO LADDER-TYPE WIRE HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES DETAIL 15.000.0301 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 215. REBAR POSITIONER CAVITY INSERT/ MORTAR COLLECTION DEVICE J-ANCHOR SPLIT-TAIL ANCHOR DEBONDED SHEAR ANCHOR LADDER-TYPE HORIZONTAL JOINT REINFORCEMENT W/ WALL TIES HORSESHOE SHIMS FLASHING END DAM VENEER ANCHOR TRUSS-TYPE HORIZONTAL JOINT REINFORCEMENT DRIP EDGE SASH CORD TERMINATION BAR WEEP SCREED MASONRY ACCESSORIES DETAIL 15.000.0401 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 216. CORRUGATED WALL TIE SINGLE BRICK TIE, FERO TIE – EYE & PINTLE BLOCK SHEAR CONNECTOR COLUMN ROD WELDED MOUNTING SMALL TRIANGLE TIE W/ DOVETAIL TAB D213 WALL TIE, SHORT PINTLE WEEP VENT WEEP VENT LARGE TRIANGLE TIE W/ DOVETAIL TAB D213 WALL TIE, LONG PINTLE MASONRY ACCESSORIES DETAIL 15.000.0402 REV. 08/21/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 217. Wall Type Analysis 010 Single Wythe 020 Composite 030 Anchored Veneer - Masonry Backup 040 Anchored Veneer - Steel Stud Backup 01 Brick 050 Anchored Veneer - Wood Stud Backup 02 Concrete block 060 Anchored Veneer - Other Backup 03 Stone, rough 070 Adhered Veneer - Masonry Backup 04 Stone, dimensional 080 Adhered Veneer - Steel Stud Backup 06 Tile 090 Adhered Veneer - Wood Stud Backup 07 Terrazzo 100 Adhered Veneer - Other Backup 08 Cement 110 Rain Screen Wall 09 Plaster / Stucco 120 Structural Masonry 10 Restoration 130 Flooring - Interior 11 Terra Cotta 140 Paving - Exterior 12 Refractory 150 Landscape Walls 13 AAC 160 Fireplaces & Chimneys 14 Precast Concrete 210 Training Mockups 15 Accessories 220 Apprentice Contests 21 Structural Steel 310 Building Models 22 Cast-in-Place Conc. 400 Wall Type Analysis 23 Metal Siding 410 Diagrams 40 Wall Type Analysis 510 Modular/Bonding 50 Building Model 610 Sustainability / Energy-Efficiency
- 218. Interior Insulation Cavity Insulation Inserts at CMU Foamed-in-Place Granular Fill Exterior Insulation Multiple Locations INSULATING MASONRY WALLS Within Wall DETAIL 40.000.0201 REV. 02/14/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 219. 11 5/8”” HORIZONTALJOINT REINFORCEMENT EXPANDED POLYSTYRENE INSULATION INSERTS 12” CONCRETE MASONRY UNITS TREATED W/ INTEGRAL WATER REPELLENT 3D VIEW CMU WALL 12” SINGLE WYTHE BLOCK W/ INSULATION INSERTS DETAIL 40.010.0201 REV. 03/13/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 220. 11 5/8”” HORIZONTALJOINT REINFORCEMENT EXPANDED POLYSTYRENE INSULATION INSERTS 12” CONCRETE MASONRY UNITS TREATED W/ INTEGRAL WATER REPELLENT 3D VIEW CMU WALL 12” SINGLE WYTHE BLOCK W/ INSUL. INSERTS, STUDS, 3” XPS INSUL. DETAIL 40.010.0202 REV. 03/13/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 221. 16” 3 5/8” 2¾” 2” 7 5/8” BRICK VENEER HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES 2¾” AIR SPACE 2” EXTRUDED POLYSTYRENE INSULATION AIR/WATER/VAPOR BARRIER AS REQ’D CMU BACKUP 3D VIEW MASONRY CAVITY WALL 2” EXTRUDED POLYSTYRENE INSULATION DETAIL 40.030.0201 REV. 03/13/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 222. 16” 3 5/8” 2¾” 2” 7 5/8” BRICK VENEER HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES 2¾” AIR SPACE 2” EXTRUDED POLYSTYRENE INSULATION AIR/WATER/VAPOR BARRIER AS REQ’D CMU BACKUP EXPANDED POLYSTYRENE INSULATION INSERTS 3D VIEW MASONRY CAVITY WALL 2” XPS INSULATION W/ BLOCK INSERTS DETAIL 40.030.0202 REV. 03/13/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 223. 16” 3 5/8” 1¾” 3” 7 5/8” BRICK VENEER HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES 1¾” AIR SPACE 3” EXTRUDED POLYSTYRENE INSULATION AIR/WATER/VAPOR BARRIER AS REQ’D CMU BACKUP 3D VIEW MASONRY CAVITY WALL 3” EXTRUDED POLYSTYRENE INSULATION DETAIL 40.030.0203 REV. 03/13/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 224. 16” 3 5/8” 1¾” 3” 7 5/8” BRICK VENEER HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES 1¾” AIR SPACE 3” EXTRUDED POLYSTYRENE INSULATION AIR/WATER/VAPOR BARRIER AS REQ’D CMU BACKUP EXPANDED POLYSTYRENE INSULATION INSERTS 3D VIEW MASONRY CAVITY WALL 3” XPS INSULATION W/ BLOCK INSERTS DETAIL 40.030.0204 REV. 03/13/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 225. 16” 3 5/8” 1¾” 3” 7 5/8” BRICK VENEER HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES 1¾” AIR SPACE 3” POLYISO. INSULATION AIR/WATER/VAPOR BARRIER AS REQ’D CMU BACKUP 3D VIEW MASONRY CAVITY WALL 3” POLYISOCYANURATE INSULATION DETAIL 40.030.0205 REV. 03/13/09 © 2011 INTERNATIONAL MASONRY INSTITUTE
- 226. 16” 3 5/8” 1¾” 3” 7 5/8” BRICK VENEER HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES 1¾” AIR SPACE 3” POLYISO. INSULATION AIR/WATER/VAPOR BARRIER AS REQ’D CMU BACKUP EXPANDED POLYSTYRENE INSULATION INSERTS 3D VIEW MASONRY CAVITY WALL 3” POLYISOCYANURATE INSUL. W/ BLOCK INSERTS DETAIL 40.030.0206 REV. 03/13/09 © 2011 INTERNATIONAL MASONRY INSTITUTE