UNLESS OTHERWISE NOTED, GENERAL NOTES REFER TO ALL TYPICAL CONDITIONSTHROUGHOUT THE BUILDING. SPECIFIC CONDITIONS REQUIRING CLARIFICATIONARE MARKED DOWN ON PLAN.
1. PREVENT MOVEMENT OF STRUCTURE - PROVIDE REQUIRED BRACING AND SHORING.
2. NOTIFY OWNER PRIOR TO START OF DEMOLITION WORK.
3. CEASE OPERATIONS IMMEDIATELY IF STRUCTURE APPEARS IN DANGER. NOTIFY ARCHITECTIMMEDIATELY. DO NOT RESUME OPERATIONS UNTIL DIRECTED.
4. MAINTAIN PROTECTED EGRESS AND ACCESS TO WORK.
5. DISCONNECT, CAP AND IDENTIFY DESIGNATED UTILITIES WITHIN DEMOLITION AREAS.
6. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER. PROTECT EXISTING SUPPORTING STRUCTURAL MEMBERS.
7. CAREFULLY REMOVE ITEMS INDICATED ON ARCHITECTURAL DWGS. SO AS NOT TO DAMAGE THE ITEM OR SURROUNDING CONTEXT.
8. ERECT AND MAINTAIN WEATHERPROOF ENCLOSURES FOR ALL EXTERIOR OPENINGS.
9. REMOVE TEMPORARY WORK AND CLEAN AND REPAIR AREAS DAMAGED BY DEMOLITION.
10. PLEASE NOTE THAT SOME OF THE WALLS, FLOORS, AND CEILINGS WILL BE CUT AND PATCHED.PATCH AND REPAIR IN AN APPROPRIATE MANNER.
11. UTILIZE OSHA SAFETY PRECAUTIONS AS REQUIRED.
12. ALL EQUIPMENT MUST MEET LOCAL NOISE ORDINANCES.
13. ALL STAGING/LOADING PERMITTED WITHIN AREAS DESIGNATED BY OWNER. PREPARE SITE UTILIZATION PLAN FOR REVIEW BY OWNER AND ARCHITECT.
14. SUBMIT STAGING PLANS AND DEMOLITION SCHEDULE FOR REVIEW PRIOR TO COMMENCINGWORK.
15. DEMOLITION PLANS SHOW THE APPROXIMATE LAYOUT OF THE EXISTING BUILDING AND ARENOT INTENDED TO REPRESENT "AS-BUILT" CONDITIONS.
16. WHERE NEW OPENINGS ARE SHOWN IN EXISTING PARTITIONS. SEE STRUCTURAL DWGS. FOR NEW LINTELS AS REQUIRED.
17. PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMESEXPOSED DURING DEMOLITION OPERATIONS. ANY DAMAGE WHICH OCCURS TO EXISTINGFROM THEIR PRESENT CONDITION WILL BE THE FULL RESPONSIBILITY OF THE G.C. FORCOMPLETE RESTORATION.
18. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK.
19. ALL ABANDONED PIPING, CONDUITS, AND DEBRIS SHALL BE REMOVED OR CAPPED.
20. SEE M/E/P DEMO PLAN FOR ADDITIONAL INFO. REPORT ANY CONFLICTS BETWEENARCHITECTURAL AND M/E/P DWGS. TO THE ARCHITECT.
21. FIELD VERIFY CONDITIONS PRIOR TO DEMOLITION & REPORT ANY CONFLICTS WITH THEARCHITECT.
22. THE G.C. SHALL PROVIDE FOR THE LEGAL REMOVAL AND DISPOSAL OF ALL RUBBISH ANDDEBRIS FROM THE BLDG. AND SITE, EXCEPT WHERE INDICATED TO SALVAGE. COORDINATEALL REMOVALS WITH THE OWNER. AFTER HOURS REMOVAL MAY BE REQUIRED.
23. CONSTRUCTION WORK WILL BE CONFINED TO AREA OF NEW WORK AS DEFINED BY THEDRAWINGS, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES WITHINTHE BUILDING. IN CASE THIS OCCURS, CONTRACTORS IS RESPONSIBLE FOR ALL MEANS TOCONTROL DUST, DIRT, OR OTHER SUCH INCONVIENCES.
24. ARCHITECT IS NOT A LICENSED ASBESTOS ABATEMENT CONSULTANT OR CONTRACTOR.
25. DO NOT UNDERCUT BUILDING, TYPICAL. WHERE EXCAVATION IS REQ'D. NEAR STRUCTURALFOOTINGS, NOTIFY ARCHITECT IMMEDIATELY.
26. DO NOT SCALE DWGS. ALL MEASUREMENTS MUST BE CONFIRMED IN FIELD. DIMENSIONSSHOWN ARE FOR REFERENCE ONLY.
27. PROTECT WINDOWS. CONTRACTOR IS RESPONSIBLE FOR REPLACING WINDOWS DAMAGEDDURING DEMOLITION AND CONSTRUCTION.
28. DO NOT REMOVE HAZARDOUS MATERIALS. IF ANY ARE FOUND, LEAVE IN PLACE AND NOTIFYARCHITECT IMMEDIATELY.
1. CONTRACTOR TO EVALUATE IN FIELD ALL EXG. STRUCTURE & FINISHES DESIGNATED TOREMAIN FOR REPLACEMENT OR REPAIR. COORDINATE WITH ARCHITECT PRIOR TOCOMMENCING WORK.
2. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY OR DEVIATION BETWEEN DWGS. ANDANY FIELD VERIFIED CONDITIONS PRIOR TO COMMENCING WORK.
3. COORDINATE ALL ROOF PENETRATIONS WITH M/E/P DWGS. FOR MORE INFO, TYP.
4. DO NOT SCALE DWGS. ALL MEASUREMENTS MUST BE CONFIRMED IN FIELD.
5. INSTALL TEMPORARY SHORING & BRACING AND MAKE SAFE ALL WALLS, CLGS, AND DOORS ASREQ'D. SEE STRUCT. DWGS. FOR MORE INFO, TYP.
6. REFER TO ELECTRICAL DWGS, BUILDING SECTIONS, AND REFLECTED CEILING PLANS FOR TYPESAND LOCATIONS OF LIGHT FIXTURES, TYP.
7. IF ANY DISCREPANCIES BETWEEN DWGS AND SPECIFICATIONS EXIST, THE MORE STRINGENTSHALL TAKE PRECEDENCE. SIMILARLY BETWEEN ARCHITECTURAL PLANS AND VARIOUSENGINEERING DISCIPLINES.
8. SEE STRUCT. DWGS. FOR COMPLETE INFORMATION ON FRAMING DIRECTION, FOOTINGS,FOUNDATION WALLS, BEAMS, COLUMNS, LINTELS, PLATES, METAL DECKS, CONC. SLABS,JOISTS, REINFORCING CLIPS, AND ALL OTHER STRUCTURAL STEEL OR CONCRETECOMPONENTS, TYP.
9. SEE M/E/P DWGS FOR ALL FLOOR, ROOF, CEILING, AND WALL OPENINGS. GENERALCONTRACTOR TO COORDINATE LOCATION OF OPENINGS.
10. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND QUANTITIES PRIOR TO ORDERING,FABRICATING OR CONSTRUCTING ANY PART OF THE BUILDING. NOTIFY ARCHITECTIMMEDIATELY WITH ANY AND ALL DISCREPANCIES.
11. PROVIDE DUST CONTROL AS REQ'D. SEE SPEC. FOR MORE INFO, TYP.
12. NOTIFY OWNER/ARCHITECT 72 HOURS MINIMUM IN ADVANCE OF ANY UTILITY SHUT-OFFS.
13. GENERAL CONTRACTOR TO COORDINATE WITH OTHER CONTRACTORS ON SITE HIRED UNDERSEPARATE CONTRACT.
14. UNLESS NOTED OTHERWISE, ALL NEW ITEMS SHALL BE FURNISHED BY THE GENERALCONTRACTOR.
15. THE ARCHITECT IS NOT RESPONSIBLE WHERE CONSTRUCTION DEVIATES FROM THEDRAWINGS.
16. THESE DRAWINGS REPRESENT AN OVERALL DESIGN CONCEPT. THEY ARE PREPARED WITH THEINTENT TO DEMONSTRATE AN OVERALL DESIGN ARRANGEMENT OF THE VARIOUSCOMPONENTS OF THE ENTIRE PROJECT. THE CONTRACTOR, HAVING REVIEWED THESE PLANSAND HAVING SEEN THE SUBJECT PROPERTY, IS ASSUMED TO BE CAPABLE OF EXECUTING THEDETAIL WORK NECESSARY TO ACHIEVE THE INTENDED RESULTS IN A MANNER THAT ISCONSISTENT WITH THE QUALITY WORKMANSHIP IN THE REGION. IT IS THE RESPONSIBILITYOF THE CONTRACTOR TO REVIEW THE DRAWINGS, VISIT THE SITE, VERIFY THE EXISTINGCONDITIONS, DIMENSIONS, CLEARANCES, ETC., SHOWN ON THE DWGS.
18. PROPERLY TEST AND ADJUST ALL EQUIPMENT AND SYSTEMS, INCLUDING BUT NOT LIMITEDTO DOORS, WINDOWS, HVAC UNITS, PLUMBING FIXTURES, ELEVATOR, ETC.
19. THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR ABUILDING PERMIT UNLESS SIGNED AND SEALED BY THE ARCHITECT.
20. THE OWNER AND CONTRACTOR SHALL HOLD THE ARCHITECT HARMLESS AGAINST ANYCLAIMS, DAMAGES, LOSSES, AND EXPENSES INCLUDING ATTORNEY FEES ARISING ORRESULTING FROM THE PERFORMANCE OF THE WORK BY THE CONTRACTOR.
21. ARCHITECT NOT RESPONSIBLE WHERE CONSTRUCTION DEVIATES FROM PLANS UNLESSAPPROVED IN WRITING BY ARCHITECTS.
22. INSTALL ALL FIXTURES, MATERIALS, FINISHES, ETC. IN STRICT COMPLIANCE WITHMANUFACTURER'S TECHNICAL SPECIFICATIONS, TYP.
UNLESS OTHERWISE NOTED, DEMOLITION NOTES REFER TO ALL TYPICAL CONDITIONSTHROUGHOUT THE BUILDING. SPECIFIC CONDITIONS REQUIRING CLARIFICATION AREMARKED DOWN ON PLAN.
CODE ANALYSIS ALTERNATES
A6 DRAWING INDEX
G-001
GENERAL INFORMATION
OWNERNew Jersey City University2039 Kennedy Blvd.Jersey City, NJ 07305
CONTRUCTION MANAGERCambridge Construction Management97 Grayrock RoadClinton, NJ 08809(908) 638-9700 www.cambridgecm.com
1. EXISTING CONDITION = SPALLING CONCRETE AT UNDERSIDE OF ROOF ON NORTH ELEVATION. EXISTING CONDITION = SPALLING CONCRETE AT UNDERSIDE OF ROOF ON NORTH ELEVATION. - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. 2. REPAIRS TO SOUTH ELEVATION REPAIRS TO SOUTH ELEVATION 3. REPAIRS TO EAST ELEVATION REPAIRS TO EAST ELEVATION 4. REPAIRS TO WEST ELEVATIONREPAIRS TO WEST ELEVATION
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COVER SHEET
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GENERAL
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ARCHITECTURALS
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A-201
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EXISTING SOUTH ELEVATION
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AS NOTED
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A-200
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EXISTING NORTH ELEVATION
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A-210
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DETAILS
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G-001
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GENERAL INFORMATION
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A-202
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EXISTING EAST ELEVATION
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NJ LICENSE NO 21AI01192700
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OWNERNew Jersey City University2039 Kennedy Blvd.Jersey City, NJ 07305
CONTRUCTION MANAGERCambridge Construction Management97 Grayrock RoadClinton, NJ 08809(908) 638-9700 www.cambridgecm.com
NOTE: QUANTITY REFERS TO THE QUANTITY OF WORK REQUIRED AT ADDITIONAL LOCATION AS INDICATED BY TAG UNLESS OTHERWISE NOTED.
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MASONRY REPAIR TAG
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LEGEND
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MASONRY TREATMENT NOTES: A. REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REMOVE DAMAGED UNIT WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. B. REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE BROKEN BRICK WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING . REMOVE DAMAGED UNITS WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. C. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. WHERE OPENING/VOID EXTENDS INTO THE INTERIOR OF THE BUILDING CONTRACTOR TO INFILL THE STRUCTURAL WYTHE WITH LIKE MATERIALS. CONTRACTOR TO KEY IN NEW BRICK AND REPOINT WITH POINTING MORTAR TO MATCH ADJACENT CONSTRUCTION. COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REFER TO REPOINTING NOTES ON THIS SHEET. G. DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE AT STRUCTURAL WYTHE BEYOND. REINSTALL NEW BRICK TO MATCH EXISTING. REFER TO DETAIL E8/A-210. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING.
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GENERAL REPOINTING NOTES A. RAKE OUT FAILED JOINTS TO A DEPTH AT LEAST 2 TIMES THEIR WIDTH BUT NOT LESS THAN 1/2". RAKING OUT TO BE DONE BY HAND TO PREVENT BROKEN BRICKS. DO NOT USE ROTARY TOOLS OR MASONRY SAWS WITHOUT EXPLICIT PERMISSION BY ARCHITECT. B. RINSE MASONRY JOINT SURFACES WITH WATER TO REMOVE ALL OLD MORTAR PARTICLES. C. APPLY MORTAR IN LAYERS. EACH LAYER NOT TO EXCEED 3/8". FULLY COMPACT EACH LAYER AND ALLOW TO BECOME THUMBPRINT HARD PRIOR TO APPLYING THE NEXT LAYER. ALL JOINTS TO BE FILLED TO A UNIFORM DEPTH. D. AFTER JOINTS HAVE BEEN FILLED TO A UNIFORM DEPTH, PLACE REMAINING POINTING MORTAR IN THREE LAYERS WITH EACH OF THE FIRST TWO FILLING APPROXIMATELY 2/5 JOINT DEPTH. THE THIRD LAYER DEPTH TO BE THE REMAINING 1/5 DEPTH. E. WHEN MORTAR IS THUMBPRINT HARD, TOOL JOINT TO MATCH PROFILE SPECIFIED. REMOVE EXCESS MORTAR FROM EDGE OF JOINT WITH A BRISTLE BRUSH. F. CURE MORTAR BY MAINTAINING IN A DAMP CONDITION FOR NOT LESS THE 72 HOURS. G. PROVIDE MATERIAL SAMPLES FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO REPOINTING
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CRACK IN MASONRY WALL
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GENERAL EXTERIOR MASONRY NOTES: KEY:
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1. ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE EXECUTION OF THE WORK. IN THE EVENT THERE ARE DISCREPANCIES IN THE DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO THE COMMENCEMENT OF THE WORK. 2. THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY DAMAGE FROM ANY SOURCE RELATED TO HIS WORK AND SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGES THAT MAY OCCUR AT NO EXPENSE TO OWNER. ALL EXTERIOR REMOVALS ARE TO BE COORDINATED WITH INSTALLATION OF NEW WORK TO MINIMIZE EXPOSURE OF BUILDING FABRIC AND INTERIOR TO THE WEATHER. 3. THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT MANUAL. REFERENCE TO BOTH IS REQUIRED. 4. THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE DRAWINGS ARE APPROXIMATE. ACTUAL LOCATIONS MAY VARY. 5. CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE DRAWINGS. DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL IDENTIFY OTHER FLAWS, SIGNS OF DETERIORATION AND PROBLEMS AND REPORT THEM TO THE ARCHITECT, BUT SHALL NOT PROCEED WITH ANY WORK PERTAINING TO THE CONDITIONS IDENTIFIED WITHOUT PRIOR APPROVAL FROM THE OWNER AND ARCHITECT. 6. CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS 56-DD, 53-DD AND S181 AS MANUFACTURED BY GLEN-GERY OR APPROVED EQUAL. FINISHES SHALL MATCH EXISTING. 7. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE DAMAGED MORTAR AND REPOINT W/ NEW POINTING MORTAR. COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING. REFER TO POINTING NOTES ON THIS SHEET. REPLACE CRACKED OR BROKEN BRICK UNITS.
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EXISTING CONDITION = OPEN, DAMAGED, DETERIORATED MORTAR JOINTS - REPAIR AT BRICK = REFER TO GENERAL REPOINTING NOTES EXISTING CONDITION = CORRODED / DAMAGED LINTELS WITH OR WITHOUT DISPLACED MASONRY - REPAIR AT LINTEL SUPPORTING BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = BROKEN OR CRACKED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTES B AND C EXISTING CONDITION = DAMAGED / SPALLED / ERODED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE B - REPAIRS AT ELEVATIONS = REMOVE LOOSE MATERIALS FROM FACADES, CLEAN AND REPOINT DETERIORATED AND OPEN JOINTS PER GENERAL REPOINTING NOTES, INSTALL A COAT OF SIKAGARD 701-W OR APPROVED EQUAL OVER ENTIRE AREA, AT A MINIMUM FROM UNDERSIDE OF CAPSTONE / COPING DOWN TO ROOF FLASHING. EXISTING CONDITION = DISPLACED BRICK (REFER TO CONDITION / REPAIR NOTE FOR DISPLACED MASONRY AT LINTELS) - REPAIR AT BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = OPEN CAVITIES, VOIDS, HOLES AND MISSING MASONRY UNITS - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE D.
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CONDITION / REPAIR NOTES
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EXISTING CONDITION = VERTICAL CRACKS AT BUILDING CORNERS - REPAIR AT EXISTING MASONRY PATCHES = REFER TO MASONRY TREATMENT NOTE C. CONTRACTOR TO INSTALL NEW CONTROL JOINTS PER DRAWINGS. REFER TO DETAIL E4/A-210. EXISTING CONDITION = SPALLED AND DETERIORATED CONCRETE - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. AT LOCATIONS CONTRACTOR TO MATCH EXISTING CONDITIONS. EXISTING CONDITION = BROKEN AND CRACKED BRICK WINDOW SILLS - REPAIR = REMOVE ALL LOOSE AND DETERIORATED BRICK. REPLACE WITH NEW BRICK. REPLACE LINTEL WITH NEW. REFER TO DETAIL M7/A-210 EXISTING CONDITION = SPALLING CONCRETE AT UNDERSIDE OF ROOF. - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. (ADD ALTERNATE 1) ADD ALTERNATE 1) ) EXISTING CONDITION = PARAPET NOT PLUMB. - REPAIR = REMOVE ALL BRICK. REBUILD PARAPET WITH NEW BRICK, COPING AND FLASHING TO EXISTING ROOF PER SPEC. REFER TO DETAIL A20-A210. EXISTING CONDITION = SEALANT JOINT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT. EXISTING CONDITION = THROUGH-WALL GRILLES/AIR INTAKE SEALANT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT.
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MASONRY TYPES RED BRICK - 10% GLEN GARY MOLDED SERIES 56-DD MODULAR AND 90% GLEN GARY SERIES 53-DD MODULAR GLEN GARY SERIES 53-DD MODULAR CREAM BRICK - GLEN GARY SERIES DOLOMITE GREY S181 MODULAR
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OWNERNew Jersey City University2039 Kennedy Blvd.Jersey City, NJ 07305
CONTRUCTION MANAGERCambridge Construction Management97 Grayrock RoadClinton, NJ 08809(908) 638-9700 www.cambridgecm.com
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MASONRY TREATMENT NOTES: A. REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REMOVE DAMAGED UNIT WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. B. REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE BROKEN BRICK WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING . REMOVE DAMAGED UNITS WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. C. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. WHERE OPENING/VOID EXTENDS INTO THE INTERIOR OF THE BUILDING CONTRACTOR TO INFILL THE STRUCTURAL WYTHE WITH LIKE MATERIALS. CONTRACTOR TO KEY IN NEW BRICK AND REPOINT WITH POINTING MORTAR TO MATCH ADJACENT CONSTRUCTION. COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REFER TO REPOINTING NOTES ON THIS SHEET. G. DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE AT STRUCTURAL WYTHE BEYOND. REINSTALL NEW BRICK TO MATCH EXISTING. REFER TO DETAIL E8/A-210. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING.
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GENERAL REPOINTING NOTES A. RAKE OUT FAILED JOINTS TO A DEPTH AT LEAST 2 TIMES THEIR WIDTH BUT NOT LESS THAN 1/2". RAKING OUT TO BE DONE BY HAND TO PREVENT BROKEN BRICKS. DO NOT USE ROTARY TOOLS OR MASONRY SAWS WITHOUT EXPLICIT PERMISSION BY ARCHITECT. B. RINSE MASONRY JOINT SURFACES WITH WATER TO REMOVE ALL OLD MORTAR PARTICLES. C. APPLY MORTAR IN LAYERS. EACH LAYER NOT TO EXCEED 3/8". FULLY COMPACT EACH LAYER AND ALLOW TO BECOME THUMBPRINT HARD PRIOR TO APPLYING THE NEXT LAYER. ALL JOINTS TO BE FILLED TO A UNIFORM DEPTH. D. AFTER JOINTS HAVE BEEN FILLED TO A UNIFORM DEPTH, PLACE REMAINING POINTING MORTAR IN THREE LAYERS WITH EACH OF THE FIRST TWO FILLING APPROXIMATELY 2/5 JOINT DEPTH. THE THIRD LAYER DEPTH TO BE THE REMAINING 1/5 DEPTH. E. WHEN MORTAR IS THUMBPRINT HARD, TOOL JOINT TO MATCH PROFILE SPECIFIED. REMOVE EXCESS MORTAR FROM EDGE OF JOINT WITH A BRISTLE BRUSH. F. CURE MORTAR BY MAINTAINING IN A DAMP CONDITION FOR NOT LESS THE 72 HOURS. G. PROVIDE MATERIAL SAMPLES FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO REPOINTING
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1. ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE EXECUTION OF THE WORK. IN THE EVENT THERE ARE DISCREPANCIES IN THE DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO THE COMMENCEMENT OF THE WORK. 2. THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY DAMAGE FROM ANY SOURCE RELATED TO HIS WORK AND SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGES THAT MAY OCCUR AT NO EXPENSE TO OWNER. ALL EXTERIOR REMOVALS ARE TO BE COORDINATED WITH INSTALLATION OF NEW WORK TO MINIMIZE EXPOSURE OF BUILDING FABRIC AND INTERIOR TO THE WEATHER. 3. THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT MANUAL. REFERENCE TO BOTH IS REQUIRED. 4. THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE DRAWINGS ARE APPROXIMATE. ACTUAL LOCATIONS MAY VARY. 5. CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE DRAWINGS. DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL IDENTIFY OTHER FLAWS, SIGNS OF DETERIORATION AND PROBLEMS AND REPORT THEM TO THE ARCHITECT, BUT SHALL NOT PROCEED WITH ANY WORK PERTAINING TO THE CONDITIONS IDENTIFIED WITHOUT PRIOR APPROVAL FROM THE OWNER AND ARCHITECT. 6. CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS 56-DD, 53-DD AND S181 AS MANUFACTURED BY GLEN-GERY OR APPROVED EQUAL. FINISHES SHALL MATCH EXISTING. 7. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE DAMAGED MORTAR AND REPOINT W/ NEW POINTING MORTAR. COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING. REFER TO POINTING NOTES ON THIS SHEET. REPLACE CRACKED OR BROKEN BRICK UNITS.
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EXISTING CONDITION = OPEN, DAMAGED, DETERIORATED MORTAR JOINTS - REPAIR AT BRICK = REFER TO GENERAL REPOINTING NOTES EXISTING CONDITION = CORRODED / DAMAGED LINTELS WITH OR WITHOUT DISPLACED MASONRY - REPAIR AT LINTEL SUPPORTING BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = BROKEN OR CRACKED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTES B AND C EXISTING CONDITION = DAMAGED / SPALLED / ERODED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE B - REPAIRS AT ELEVATIONS = REMOVE LOOSE MATERIALS FROM FACADES, CLEAN AND REPOINT DETERIORATED AND OPEN JOINTS PER GENERAL REPOINTING NOTES, INSTALL A COAT OF SIKAGARD 701-W OR APPROVED EQUAL OVER ENTIRE AREA, AT A MINIMUM FROM UNDERSIDE OF CAPSTONE / COPING DOWN TO ROOF FLASHING. EXISTING CONDITION = DISPLACED BRICK (REFER TO CONDITION / REPAIR NOTE FOR DISPLACED MASONRY AT LINTELS) - REPAIR AT BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = OPEN CAVITIES, VOIDS, HOLES AND MISSING MASONRY UNITS - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE D.
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EXISTING CONDITION = VERTICAL CRACKS AT BUILDING CORNERS - REPAIR AT EXISTING MASONRY PATCHES = REFER TO MASONRY TREATMENT NOTE C. CONTRACTOR TO INSTALL NEW CONTROL JOINTS PER DRAWINGS. REFER TO DETAIL E4/A-210. EXISTING CONDITION = SPALLED AND DETERIORATED CONCRETE - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. AT LOCATIONS CONTRACTOR TO MATCH EXISTING CONDITIONS. EXISTING CONDITION = BROKEN AND CRACKED BRICK WINDOW SILLS - REPAIR = REMOVE ALL LOOSE AND DETERIORATED BRICK. REPLACE WITH NEW BRICK. REPLACE LINTEL WITH NEW. REFER TO DETAIL M7/A-210 EXISTING CONDITION = SPALLING CONCRETE AT UNDERSIDE OF ROOF. - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. (ADD ALTERNATE 1) ADD ALTERNATE 1) ) EXISTING CONDITION = PARAPET NOT PLUMB. - REPAIR = REMOVE ALL BRICK. REBUILD PARAPET WITH NEW BRICK, COPING AND FLASHING TO EXISTING ROOF PER SPEC. REFER TO DETAIL A20-A210. EXISTING CONDITION = SEALANT JOINT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT. EXISTING CONDITION = THROUGH-WALL GRILLES/AIR INTAKE SEALANT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT.
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MASONRY TYPES RED BRICK - 10% GLEN GARY MOLDED SERIES 56-DD MODULAR AND 90% GLEN GARY SERIES 53-DD MODULAR GLEN GARY SERIES 53-DD MODULAR CREAM BRICK - GLEN GARY SERIES DOLOMITE GREY S181 MODULAR
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NJ LICENSE NO 21AI01192700
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HATCH, FAIA
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06.20.18
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OWNERNew Jersey City University2039 Kennedy Blvd.Jersey City, NJ 07305
CONTRUCTION MANAGERCambridge Construction Management97 Grayrock RoadClinton, NJ 08809(908) 638-9700 www.cambridgecm.com
NOTE: QUANTITY REFERS TO THE QUANTITY OF WORK REQUIRED AT ADDITIONAL LOCATION AS INDICATED BY TAG UNLESS OTHERWISE NOTED.
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LEGEND
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MASONRY TREATMENT NOTES: A. REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REMOVE DAMAGED UNIT WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. B. REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE BROKEN BRICK WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING . REMOVE DAMAGED UNITS WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. C. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. WHERE OPENING/VOID EXTENDS INTO THE INTERIOR OF THE BUILDING CONTRACTOR TO INFILL THE STRUCTURAL WYTHE WITH LIKE MATERIALS. CONTRACTOR TO KEY IN NEW BRICK AND REPOINT WITH POINTING MORTAR TO MATCH ADJACENT CONSTRUCTION. COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REFER TO REPOINTING NOTES ON THIS SHEET. G. DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE AT STRUCTURAL WYTHE BEYOND. REINSTALL NEW BRICK TO MATCH EXISTING. REFER TO DETAIL E8/A-210. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING.
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GENERAL REPOINTING NOTES A. RAKE OUT FAILED JOINTS TO A DEPTH AT LEAST 2 TIMES THEIR WIDTH BUT NOT LESS THAN 1/2". RAKING OUT TO BE DONE BY HAND TO PREVENT BROKEN BRICKS. DO NOT USE ROTARY TOOLS OR MASONRY SAWS WITHOUT EXPLICIT PERMISSION BY ARCHITECT. B. RINSE MASONRY JOINT SURFACES WITH WATER TO REMOVE ALL OLD MORTAR PARTICLES. C. APPLY MORTAR IN LAYERS. EACH LAYER NOT TO EXCEED 3/8". FULLY COMPACT EACH LAYER AND ALLOW TO BECOME THUMBPRINT HARD PRIOR TO APPLYING THE NEXT LAYER. ALL JOINTS TO BE FILLED TO A UNIFORM DEPTH. D. AFTER JOINTS HAVE BEEN FILLED TO A UNIFORM DEPTH, PLACE REMAINING POINTING MORTAR IN THREE LAYERS WITH EACH OF THE FIRST TWO FILLING APPROXIMATELY 2/5 JOINT DEPTH. THE THIRD LAYER DEPTH TO BE THE REMAINING 1/5 DEPTH. E. WHEN MORTAR IS THUMBPRINT HARD, TOOL JOINT TO MATCH PROFILE SPECIFIED. REMOVE EXCESS MORTAR FROM EDGE OF JOINT WITH A BRISTLE BRUSH. F. CURE MORTAR BY MAINTAINING IN A DAMP CONDITION FOR NOT LESS THE 72 HOURS. G. PROVIDE MATERIAL SAMPLES FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO REPOINTING
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CRACK IN MASONRY WALL
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GENERAL EXTERIOR MASONRY NOTES: KEY:
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1. ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE EXECUTION OF THE WORK. IN THE EVENT THERE ARE DISCREPANCIES IN THE DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO THE COMMENCEMENT OF THE WORK. 2. THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY DAMAGE FROM ANY SOURCE RELATED TO HIS WORK AND SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGES THAT MAY OCCUR AT NO EXPENSE TO OWNER. ALL EXTERIOR REMOVALS ARE TO BE COORDINATED WITH INSTALLATION OF NEW WORK TO MINIMIZE EXPOSURE OF BUILDING FABRIC AND INTERIOR TO THE WEATHER. 3. THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT MANUAL. REFERENCE TO BOTH IS REQUIRED. 4. THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE DRAWINGS ARE APPROXIMATE. ACTUAL LOCATIONS MAY VARY. 5. CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE DRAWINGS. DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL IDENTIFY OTHER FLAWS, SIGNS OF DETERIORATION AND PROBLEMS AND REPORT THEM TO THE ARCHITECT, BUT SHALL NOT PROCEED WITH ANY WORK PERTAINING TO THE CONDITIONS IDENTIFIED WITHOUT PRIOR APPROVAL FROM THE OWNER AND ARCHITECT. 6. CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS 56-DD, 53-DD AND S181 AS MANUFACTURED BY GLEN-GERY OR APPROVED EQUAL. FINISHES SHALL MATCH EXISTING. 7. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE DAMAGED MORTAR AND REPOINT W/ NEW POINTING MORTAR. COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING. REFER TO POINTING NOTES ON THIS SHEET. REPLACE CRACKED OR BROKEN BRICK UNITS.
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EXISTING CONDITION = OPEN, DAMAGED, DETERIORATED MORTAR JOINTS - REPAIR AT BRICK = REFER TO GENERAL REPOINTING NOTES EXISTING CONDITION = CORRODED / DAMAGED LINTELS WITH OR WITHOUT DISPLACED MASONRY - REPAIR AT LINTEL SUPPORTING BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = BROKEN OR CRACKED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTES B AND C EXISTING CONDITION = DAMAGED / SPALLED / ERODED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE B - REPAIRS AT ELEVATIONS = REMOVE LOOSE MATERIALS FROM FACADES, CLEAN AND REPOINT DETERIORATED AND OPEN JOINTS PER GENERAL REPOINTING NOTES, INSTALL A COAT OF SIKAGARD 701-W OR APPROVED EQUAL OVER ENTIRE AREA, AT A MINIMUM FROM UNDERSIDE OF CAPSTONE / COPING DOWN TO ROOF FLASHING. EXISTING CONDITION = DISPLACED BRICK (REFER TO CONDITION / REPAIR NOTE FOR DISPLACED MASONRY AT LINTELS) - REPAIR AT BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = OPEN CAVITIES, VOIDS, HOLES AND MISSING MASONRY UNITS - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE D.
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EXISTING CONDITION = VERTICAL CRACKS AT BUILDING CORNERS - REPAIR AT EXISTING MASONRY PATCHES = REFER TO MASONRY TREATMENT NOTE C. CONTRACTOR TO INSTALL NEW CONTROL JOINTS PER DRAWINGS. REFER TO DETAIL E4/A-210. EXISTING CONDITION = SPALLED AND DETERIORATED CONCRETE - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. AT LOCATIONS CONTRACTOR TO MATCH EXISTING CONDITIONS. EXISTING CONDITION = BROKEN AND CRACKED BRICK WINDOW SILLS - REPAIR = REMOVE ALL LOOSE AND DETERIORATED BRICK. REPLACE WITH NEW BRICK. REPLACE LINTEL WITH NEW. REFER TO DETAIL M7/A-210 EXISTING CONDITION = SPALLING CONCRETE AT UNDERSIDE OF ROOF. - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. (ADD ALTERNATE 1) ADD ALTERNATE 1) ) EXISTING CONDITION = PARAPET NOT PLUMB. - REPAIR = REMOVE ALL BRICK. REBUILD PARAPET WITH NEW BRICK, COPING AND FLASHING TO EXISTING ROOF PER SPEC. REFER TO DETAIL A20-A210. EXISTING CONDITION = SEALANT JOINT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT. EXISTING CONDITION = THROUGH-WALL GRILLES/AIR INTAKE SEALANT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT.
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MASONRY TYPES RED BRICK - 10% GLEN GARY MOLDED SERIES 56-DD MODULAR AND 90% GLEN GARY SERIES 53-DD MODULAR GLEN GARY SERIES 53-DD MODULAR CREAM BRICK - GLEN GARY SERIES DOLOMITE GREY S181 MODULAR
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HATCH, FAIA
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06.20.18
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TRUE
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OWNERNew Jersey City University2039 Kennedy Blvd.Jersey City, NJ 07305
CONTRUCTION MANAGERCambridge Construction Management97 Grayrock RoadClinton, NJ 08809(908) 638-9700 www.cambridgecm.com
NOTE: QUANTITY REFERS TO THE QUANTITY OF WORK REQUIRED AT ADDITIONAL LOCATION AS INDICATED BY TAG UNLESS OTHERWISE NOTED.
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MASONRY REPAIR TAG
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LEGEND
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MASONRY TREATMENT NOTES: A. REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT REMOVE AND REPLACE DAMAGED UNIT WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REMOVE DAMAGED UNIT WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. B. REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE REMOVE BROKEN BRICK AND MORTAR AT CRACK IN MASONRY VENEER. REPLACE BROKEN BRICK WITH NEW BRICK TO MATCH EXISTING. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING . REMOVE DAMAGED UNITS WITHOUT DAMAGING ADJACENT UNITS. REFER TO REPOINTING NOTES ON THIS SHEET. C. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. INFILL VOID OR UNUSED OPENING AS REQUIRED TO PROVIDE A SEAMLESS APPEARANCE. WHERE OPENING/VOID EXTENDS INTO THE INTERIOR OF THE BUILDING CONTRACTOR TO INFILL THE STRUCTURAL WYTHE WITH LIKE MATERIALS. CONTRACTOR TO KEY IN NEW BRICK AND REPOINT WITH POINTING MORTAR TO MATCH ADJACENT CONSTRUCTION. COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING. REFER TO REPOINTING NOTES ON THIS SHEET. G. DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE DEMOLISH EXISTING SILL AND 4 MASONRY BELOW AS REQUIRED, REPAIR ANY DAMAGE AT STRUCTURAL WYTHE BEYOND. REINSTALL NEW BRICK TO MATCH EXISTING. REFER TO DETAIL E8/A-210. REPOINT WITH NEW POINTING MORTAR, COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING.
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GENERAL REPOINTING NOTES A. RAKE OUT FAILED JOINTS TO A DEPTH AT LEAST 2 TIMES THEIR WIDTH BUT NOT LESS THAN 1/2". RAKING OUT TO BE DONE BY HAND TO PREVENT BROKEN BRICKS. DO NOT USE ROTARY TOOLS OR MASONRY SAWS WITHOUT EXPLICIT PERMISSION BY ARCHITECT. B. RINSE MASONRY JOINT SURFACES WITH WATER TO REMOVE ALL OLD MORTAR PARTICLES. C. APPLY MORTAR IN LAYERS. EACH LAYER NOT TO EXCEED 3/8". FULLY COMPACT EACH LAYER AND ALLOW TO BECOME THUMBPRINT HARD PRIOR TO APPLYING THE NEXT LAYER. ALL JOINTS TO BE FILLED TO A UNIFORM DEPTH. D. AFTER JOINTS HAVE BEEN FILLED TO A UNIFORM DEPTH, PLACE REMAINING POINTING MORTAR IN THREE LAYERS WITH EACH OF THE FIRST TWO FILLING APPROXIMATELY 2/5 JOINT DEPTH. THE THIRD LAYER DEPTH TO BE THE REMAINING 1/5 DEPTH. E. WHEN MORTAR IS THUMBPRINT HARD, TOOL JOINT TO MATCH PROFILE SPECIFIED. REMOVE EXCESS MORTAR FROM EDGE OF JOINT WITH A BRISTLE BRUSH. F. CURE MORTAR BY MAINTAINING IN A DAMP CONDITION FOR NOT LESS THE 72 HOURS. G. PROVIDE MATERIAL SAMPLES FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO REPOINTING
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CRACK IN MASONRY WALL
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GENERAL EXTERIOR MASONRY NOTES: KEY:
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1. ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY ALL DIMENSIONS, ELEVATIONS AND NOTATIONS ON DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE EXECUTION OF THE WORK. IN THE EVENT THERE ARE DISCREPANCIES IN THE DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO THE COMMENCEMENT OF THE WORK. 2. THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY THE CONTRACTOR SHALL PROTECT THE EXISTING BUILDING EFFECTIVELY AGAINST ANY DAMAGE FROM ANY SOURCE RELATED TO HIS WORK AND SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGES THAT MAY OCCUR AT NO EXPENSE TO OWNER. ALL EXTERIOR REMOVALS ARE TO BE COORDINATED WITH INSTALLATION OF NEW WORK TO MINIMIZE EXPOSURE OF BUILDING FABRIC AND INTERIOR TO THE WEATHER. 3. THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT THE SCOPE OF WORK FOR THIS PROJECT IS DEFINED IN DRAWINGS AND PROJECT MANUAL. REFERENCE TO BOTH IS REQUIRED. 4. THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE THE LOCATION OF CRACKS AND SPALLS, ETC. IN THE MASONRY INDICATED IN THE DRAWINGS ARE APPROXIMATE. ACTUAL LOCATIONS MAY VARY. 5. CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE CONTRACTOR SHALL UNDERTAKE ONLY THE MASONRY REPAIRS INDICATED ON THE DRAWINGS. DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL IDENTIFY OTHER FLAWS, SIGNS OF DETERIORATION AND PROBLEMS AND REPORT THEM TO THE ARCHITECT, BUT SHALL NOT PROCEED WITH ANY WORK PERTAINING TO THE CONDITIONS IDENTIFIED WITHOUT PRIOR APPROVAL FROM THE OWNER AND ARCHITECT. 6. CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS CONTRACTOR SHALL INSTALL NEW BRICK TO MATCH EXISTING AS REQUIRED, B.O.D. IS 56-DD, 53-DD AND S181 AS MANUFACTURED BY GLEN-GERY OR APPROVED EQUAL. FINISHES SHALL MATCH EXISTING. 7. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE SILICONE SEALANT COMPLETELY FROM MORTAR JOINTS AND BRICK UNITS. REMOVE DAMAGED MORTAR AND REPOINT W/ NEW POINTING MORTAR. COLOR TO BE SELECTED BY ARCHITECT, TO MATCH EXISTING. REFER TO POINTING NOTES ON THIS SHEET. REPLACE CRACKED OR BROKEN BRICK UNITS.
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EXISTING CONDITION = OPEN, DAMAGED, DETERIORATED MORTAR JOINTS - REPAIR AT BRICK = REFER TO GENERAL REPOINTING NOTES EXISTING CONDITION = CORRODED / DAMAGED LINTELS WITH OR WITHOUT DISPLACED MASONRY - REPAIR AT LINTEL SUPPORTING BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = BROKEN OR CRACKED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTES B AND C EXISTING CONDITION = DAMAGED / SPALLED / ERODED BRICK - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE B - REPAIRS AT ELEVATIONS = REMOVE LOOSE MATERIALS FROM FACADES, CLEAN AND REPOINT DETERIORATED AND OPEN JOINTS PER GENERAL REPOINTING NOTES, INSTALL A COAT OF SIKAGARD 701-W OR APPROVED EQUAL OVER ENTIRE AREA, AT A MINIMUM FROM UNDERSIDE OF CAPSTONE / COPING DOWN TO ROOF FLASHING. EXISTING CONDITION = DISPLACED BRICK (REFER TO CONDITION / REPAIR NOTE FOR DISPLACED MASONRY AT LINTELS) - REPAIR AT BRICK = REFER TO DETAIL M20/A-210 & M13/A-210 EXISTING CONDITION = OPEN CAVITIES, VOIDS, HOLES AND MISSING MASONRY UNITS - REPAIR AT BRICK = REFER TO MASONRY TREATMENT NOTE D.
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CONDITION / REPAIR NOTES
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EXISTING CONDITION = VERTICAL CRACKS AT BUILDING CORNERS - REPAIR AT EXISTING MASONRY PATCHES = REFER TO MASONRY TREATMENT NOTE C. CONTRACTOR TO INSTALL NEW CONTROL JOINTS PER DRAWINGS. REFER TO DETAIL E4/A-210. EXISTING CONDITION = SPALLED AND DETERIORATED CONCRETE - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. AT LOCATIONS CONTRACTOR TO MATCH EXISTING CONDITIONS. EXISTING CONDITION = BROKEN AND CRACKED BRICK WINDOW SILLS - REPAIR = REMOVE ALL LOOSE AND DETERIORATED BRICK. REPLACE WITH NEW BRICK. REPLACE LINTEL WITH NEW. REFER TO DETAIL M7/A-210 EXISTING CONDITION = SPALLING CONCRETE AT UNDERSIDE OF ROOF. - REPAIR = REMOVE ALL LOOSE AND DETERIORATED CONCRETE . PATCH WITH PATCHING MORTAR PER SPEC. (ADD ALTERNATE 1) ADD ALTERNATE 1) ) EXISTING CONDITION = PARAPET NOT PLUMB. - REPAIR = REMOVE ALL BRICK. REBUILD PARAPET WITH NEW BRICK, COPING AND FLASHING TO EXISTING ROOF PER SPEC. REFER TO DETAIL A20-A210. EXISTING CONDITION = SEALANT JOINT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT. EXISTING CONDITION = THROUGH-WALL GRILLES/AIR INTAKE SEALANT. - REPAIR = RAKE EXISTING AND CLEAN. PROVIDE BACKER ROD AND SEALANT.
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MASONRY TYPES RED BRICK - 10% GLEN GARY MOLDED SERIES 56-DD MODULAR AND 90% GLEN GARY SERIES 53-DD MODULAR GLEN GARY SERIES 53-DD MODULAR CREAM BRICK - GLEN GARY SERIES DOLOMITE GREY S181 MODULAR
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A-202
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H16
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A-203
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H20
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A-201
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1/8" = 1'-0"
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NO.
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DATE
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DESCRIPTION
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DATE:
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DRAWN BY:
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CHECKED BY:
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SHEET TITLE:
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DRAWING NO.:
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CCH PROJECT NO:
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1846
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REVISIONS
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06.20.2018
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SH, SD
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JDH, SD
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SUBMISSIONS
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ARCHITECT
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NJ LICENSE NO 21AI01192700
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JOHN
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HATCH, FAIA
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06.20.18
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SCALE: 1/8" = 1'-0"
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NOT TO SCALE
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NOT TO SCALE
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PLAN
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TRUE
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DETAILS
OWNERNew Jersey City University2039 Kennedy Blvd.Jersey City, NJ 07305
CONTRUCTION MANAGERCambridge Construction Management97 Grayrock RoadClinton, NJ 08809(908) 638-9700 www.cambridgecm.com
STAINLESS STEEL DRIP EDGE WITH HEMMED EXPOSED EDGE. PROVIDE ISOLATION MATERIAL (MASTIC BED) BETWEEN PTD GALV. STEEL LINTEL AND THE SS DRIP EDGE
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PROVIDE NEW GALVANIZED STEEL LINTELS. PROVIDE L 5" X 3 1/2" X 5/16" STEEL ANGLES. ALL LINTELS TO BE PAINTED COLOR AS SELECTED BY ARCHITECT. BOLT ANGLE INTO THE CMU AS NOTED ON THE STRUCTURAL DETAILS
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CONTRACTOR TO REMOVE AND SALVAGE A MINIMUM OF 3 COURSES OF BRICK TO ALLOW FOR REMOVAL OF INSTALLATION OF NEW LINTEL AND THROUGH WALL FLASHINGS.
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FASTENERS AT 6"O.C. AT THE TERMINATION BAR
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FLASHING TO BE 7 OZ. COPPER ASPHALT LAMINATE. FASTEN TO WALL WITH TERMINATION BAR.
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INTERIOR
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EXISTING WINDOW SYSTEM
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PROVIDE SEAMLESS END DAM AT THROUGH WALL FALSHING BEYOND (TYPICAL AT BOTH JAMBS)
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CONTINUOUS SEALANT
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CONTINUOUS MASTIC AT HEAD OF TERMINATION BAR
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PROVIDE FULL MASTIC BED BETWEEN COPPER LAMINATE FLASHING AND STAINLESS STEEL DRIP EDGE
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CONT. SEALANT W/ BACKER ROD
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EXISTING WINDOW SYSTEM
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EXISTING WALL CONSTR. TO REMAIN
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EXISTING GWB LAMINATED TO BLOCK- PATCH AND SPACKLE AS REQUIRED TO PROVIDE SMOOTH SURFACE FOR NEW PAINT
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EXTERIOR
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STAINLESS STEEL DRIP EDGE WITH HEMMED EXPOSED EDGE. PROVIDE ISOLATION MATERIAL (MASTIC BED) BETWEEN PTD GALV. STEEL LINTEL AND THE SS DRIP EDGE
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PROVIDE NEW GALVANIZED STEEL LINTELS. PROVIDE L 5" X 3 1/2" X 5/16" STEEL ANGLES. ALL LINTELS TO BE PAINTED COLOR AS SELECTED BY ARCHITECT.
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PROVIDE NEW CELLULAR WEEP HOLES AT 24" O.C.
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CONTRACTOR TO REMOVE AND SALVAGE A MINIMUM OF 3 COURSES OF BRICK TO ALLOW FOR REMOVAL OF INSTALLATION OF NEW LINTEL AND THROUGH WALL FLASHINGS.
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FASTENERS AT 6"O.C. AT THE TERMINATION BAR
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FLASHING TO BE 7 OZ. COPPER ASPHALT LAMINATE. FASTEN TO WALL WITH TERMINATION BAR.
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INTERIOR
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PROVIDE SEAMLESS END DAM AT THROUGH WALL FALSHING BEYOND (TYPICAL AT BOTH JAMBS)
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SAW CUT COURSE BELOW LINTEL TO CREATE A 1/2" VOID UNDER LINTEL. FILL WITH CONTINUOUS BACKER ROD AND SEALANT
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CONTINUOUS MASTIC AT HEAD OF TERMINATION BAR
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PROVIDE FULL MASTIC BED BETWEEN COPPER LAMINATE FLASHING AND STAINLESS STEEL DRIP EDGE
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STAINLESS STEEL DRIP EDGE WITH HEMMED EXPOSED EDGE. PROVIDE ISOLATION MATERIAL (MASTIC BED) BETWEEN PTD GALV. STEEL LINTEL AND THE SS DRIP EDGE
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PROVIDE NEW GALVANIZED STEEL LINTELS. PROVIDE L 5" X 3 1/2" X 5/16" STEEL ANGLES. BOLT ANGLE INTO THE CMU AS NOTED ON THE STRUCTURAL DETAILS
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CONTINUOUS BACKER ROD AND SEALANT
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PROVIDE FULL MASTIC BED BETWEEN COPPER LAMINATE FLASHING AND STAINLESS STEEL DRIP EDGE
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STAINLESS STEEL DRIP EDGE WITH HEMMED EXPOSED EDGE. PROVIDE ISOLATION MATERIAL (MASTIC BED) BETWEEN PTD GALV. STEEL LINTEL AND THE SS DRIP EDGE
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PROVIDE WATERPROOF COATING AT TOP SURFACE OF THE EXPOSED SILL AFTER REINSTALLATION
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PACK VOIDS WITH MORTAR
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SALVAGE EXISTING BRICKS AT SILL AND RE-SET ON THE NEW GALVANIZED STEEL ANGLE
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PROVIDE BACKER ROD AND SEALANT
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EXTERIOR
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STAINLESS STEEL DRIP EDGE WITH HEMMED EXPOSED EDGE. PROVIDE ISOLATION MATERIAL (MASTIC BED) BETWEEN PTD GALV. STEEL LINTEL AND THE SS DRIP EDGE
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PROVIDE NEW GALVANIZED STEEL LINTELS. PROVIDE L 5" X 3 1/2" X 5/16" STEEL ANGLES. ALL LINTELS TO BE PAINTED COLOR AS SELECTED BY ARCHITECT.
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PROVIDE NEW CELLULAR WEEP HOLES AT 24" O.C.
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CONTRACTOR TO REMOVE AND SALVAGE A MINIMUM OF 3 COURSES OF BRICK TO ALLOW FOR REMOVAL OF INSTALLATION OF NEW LINTEL AND THROUGH WALL FLASHINGS.
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FASTENERS AT 6"O.C. AT THE TERMINATION BAR
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FLASHING TO BE 7 OZ. COPPER ASPHALT LAMINATE. FASTEN TO WALL WITH TERMINATION BAR.
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INTERIOR
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PROVIDE SEAMLESS END DAM AT THROUGH WALL FALSHING BEYOND (TYPICAL AT BOTH JAMBS)
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CONTINUOUS BACKER ROD AND SEALANT
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CONTINUOUS MASTIC AT HEAD OF TERMINATION BAR
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PROVIDE FULL MASTIC BED BETWEEN COPPER LAMINATE FLASHING AND STAINLESS STEEL DRIP EDGE
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CONTRACTOR TO REMOVE AND SALVAGE METAL PARAPET CAP AND CAP STONE.
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DO NOT DISTURB EXISTING ROOF MEMBRANE SYSTEM, FLASHING ETC.
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PROVIDE NEW CMU BLOCK IF CMU BLOCK AND MORTAR ARE DAMAGED BEYOND REPAIR.