DRAWINGS G000 COVER SHEET G001 SITE PLAN, ABBREVIATIONS, SYMBOLS, AND NOTES

A101 FLOOR PLANS

A201 EAST AND SOUTH ELEVATIONS A202 WEST AND NORTH ELEVATIONS FACADE REPAIRS A501 DETAILS

61 DURANT TERRACE MIDDLETOWN, CT

CITY OF MIDDLETOWN 245 deKOVEN DRIVE 06457

HOFFMANN ARCHITECTS, INC.

2711 Jefferson Davis Highway, Suite 333 2321 Whitney Avenue, 2 nd Floor 1040 Avenue of the Americas, Suite 14C Arlington, VA Hamden, Connecticut New York, NY SEAL 22202 06518 10018

PROJECT NO. 219068 17 SEPTEMBER 2020 G000

COPYRIGHT HOFFMANN ARCHITECTS, INC. 2020 DURANT TERRACE (ONE WAY) FACADE SIDEWALK

SIDEWALK REPAIRS

MAIN DRIVEWAY ENTRANCE CANOPY 61 DURANT TERRACE MAIN ENTRANCE MIDDLETOWN, CT

NORTH PARKING LOT

LAKE STREET

EXISTING BUILDING ENTRANCE/ ENTRANCE/ 61 DURANT TERRACE EXIT EXIT

BUILDING ADDRESS: SIDEWALK 61 DURANT TERRACE

DUMPSTERS SOUTH PARKING LOT MIDDLETOWN, CT 06457 DURANT STREET

ENTRANCE/ EXISTING TERRACE EXIT SIDEWALK CLIENT / OWNER: CITY OF MIDDLETOWN EXISTING 245 deKOVEN DRIVE PERGOLA MIDDLETOWN, CT 01109

SITE PLAN EXISTING SCALE: BOCCE COURT

BIRDSEY AVENUE (ONE WAY) GENERAL NOTES: DRAFTING SYMBOLS:

SIDEWALK 1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF THE SITE AND/OR BUILDING.

2. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE NORTH ARROW CONTRACT DOCUMENTS, SECURE AND PAY FOR THE REQUIRED CONSTRUCTION PERMIT(S), FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION OF THE WORK.

3. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE QUALITY AND TIMELY COMPLETION OF FLOOR ELEVATION MARK THE WORK/PROJECT. ELEVATION NOTICE: 4. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED TO COMPLETE THE WORK OR TO MAKE ITS PARTS FIT DO NOT SCALE DRAWINGS. TOGETHER PROPERLY WITHOUT COMPROMISING THE QUALITY OF CONTRACTOR IS RESPONSIBLE FOR THE WORK. VERIFYING ALL DIMENSIONS AND DETAILS. REPORT ANY DISCREPANCIES 5. PRIOR TO BEGINNING WORK AT SITE, WHERE POSSIBLE, AND COLUMN LINE TO THE ARCHITECT FOR RESOLUTION. THROUGHOUT THE COURSE OF THE WORK, INSPECT AND VERIFY THE LOCATION AND CONDITION OF EVERY ITEM AFFECTED BY THE WORK UNDER THIS CONTRACT AND REPORT DISCREPANCIES TO ARCHITECT BEFORE DOING WORK . DRAWING TITLES: 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY CODE DATA: BUILDING DEPARTMENT NOTES: ABBREVIATIONS: BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS, AND OFF X DRAWING NAME ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD SCALE: 2018 CONNECTICUT STATE BUILDING CODE: THE FOLLOWING NOTES SHALL APPLY THROUGHOUT: A.F.F. ABOVE FINISHED FLOOR IN INCH PRACTICE. AXXX AHU AIR HANDLING UNIT HOFFMANN ARCHITECTS, INC. THRESHOLD BUILDING LIMITS: NOT APPLICABLE - REPAIRS TO EXISTING 1. WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE INSUL. INSULATION 7. PRIOR TO BEGINNING WORK AT SITE, INSPECT THE EXISTING 2321 WHITNEY AVENUE PROVISIONS OF ALL LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, APPROX. APPROXIMATELY MAX. MAXIMUM HAMDEN, CONNECTICUT 06518 BUILDING AND DETERMINE THE EXTENT OF EXISTING ITEMS WHICH USE GROUP CLASSIFICATIONS: A-2, B REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON THE (203) 239-6660 MUST BE REMOVED AND REINSTALLED IN ORDER TO PERFORM THE DRAWING NAME PERFORMANCE AND EXECUTION OF THE WORK. THE CONTRACTOR SHALL ARCH. ARCHITECTURAL MIN. MINIMUM WORK UNDER THIS CONTRACT. SCALE: CONSTRUCTION TYPE: EXISTING, TYPE III A PROMPTLY NOTIFY THE OWNER OF ANY PORTIONS OF THE WORK, IN THE AT EXISTING LIGHTNING MISC. MISCELLANEOUS CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE ABOVE. 8. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF TOTAL OCCUPANT LOAD: EXISTING, NOT AFFECTED BY WORK AIR TERMINAL MECH. MECHANICAL SEAL: LOCAL GOVERNING CODES, CT DEPT. OF LABOR, INDUSTRIAL LABOR ELEVATION REFERENCE: 2. THE CONSTRUCTION CLASSIFICATION OF THE BUILDING SHALL REMAIN CODE, HEALTH CODE, FIRE DEPARTMENT REGULATIONS, NBFU AND CAPACITY OF EXITS: EXISTING, NOT AFFECTED BY WORK UNCHANGED. BLDG. BUILDING N NORTH UTILITY CODES, OSHA CODES AND THE MASSACHUSETTS STATE BUILDING CODE. FIRE RESISTANCE RATINGS: EXISTING, NOT AFFECTED BY WORK 3. NO CHANGE TO EXISTING BUILDING OCCUPANCY, USE, OR MEANS OF EGRESS. BR BRICK REPAIR N.I.C. NOT IN CONTRACT X DRAWING NUMBER NO. NUMBER 9. DRAWINGS ARE NOT TO BE SCALED. ALL DIMENSIONS AND AXXX SHEET NUMBER FIRE PROTECTION SYSTEM: EXISTING, NOT AFFECTED BY WORK 4. ALL PRE-EXISTING BUILDINGS CLEARANCES AND SETBACKS FROM THE C.J. CONTROL JOINT CONDITIONS SHOWN AND ASSUMED ON THE DRAWINGS MUST BE N.T.S. NOT TO SCALE PROPERTY LINES SHALL BE MAINTAINED. CL CENTER LINE VERIFIED AT THE SITE BY THE CONTRACTOR BEFORE ORDERING ANY CLASSIFICATION OF OCCUPANCY: EXISTING BUSINESS MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE 5. THE OWNER WILL BE RESPONSIBLE FOR FILING WITH, OBTAINING APPROVAL CMU CEMENT MASONRY UNIT O.C. ON CENTER DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED TO THE DETAIL REFERENCES: NOTIFICATION ALARMS: EXISTING TO REMAIN UNCHANGED FROM, PAY ALL RELATED FEES, AND OBTAINING ALL THE NECESSARY CONT. CONTINUOUS ARCHITECT. NO CHANGE IN DRAWINGS OR SPECIFICATIONS IS CONSTRUCTION PERMITS FROM THE DEPARTMENT OF BUILDINGS AND COMPLY O.D. OUTSIDE DIAMETER PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. DETECTION SYSTEM: EXISTING TO REMAIN UNCHANGED WITH THE DEPARTMENT OF BUILDINGS REQUIREMENTS FOR PUBLIC PROTECTION. OPP. OPPOSITE X DRAWING NUMBER DIA. DIAMETER 10. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK AXXX SHEET NUMBER EXTINGUISHING SYSTEM: EXISTING TO REMAIN UNCHANGED PL. PLATE DRAWN BY: ELK WHETHER STATED OR NOT EXCEPT WHERE SPECIFICALLY NOTED AS DL DRAIN LEADER PP PITCH POCKET CHECKED BY: LEK/RMS "EXISTING". DN DOWN DATE: 9/17/20 PT. PRESSURE TREATED 11. DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER X DRAWING NUMBER DS DOWN SPOUT SCALE: AS NOTED AND ACCEPTABLE CONSTRUCTION, INSTALLATION OR OPERATION AXXX SHEET NUMBER R RADIUS OF ANY PART OF THE WORK AS DETERMINED BY THE ARCHITECT, DWG. DRAWING SHALL BE INCLUDED IN THE WORK THE SAME AS IF HEREIN R.D. ROOF DRAIN SPECIFIED OR INDICATED, AT NO ADDITIONAL COST TO THE OWNER. EF EXISTING EXHAUST FAN REQ'D. REQUIRED E.J. EXPANSION JOINT 12. DURING CONSTRUCTION, TEMPORARY BAFFLES TO SEAL CONST. CODE INFORMATION: SAFETY NOTES: R.L. RAIN LEADER SITE PLAN, OPENINGS TO PREVENT DUST, DIRT AND ODORS FROM FILTERING EL. ELEVATION INTO OCCUPIED AREAS ARE TO BE PROVIDED BY CONTRACTOR. RTU ROOFTOP UNIT 2018 CONNECTICUT STATE BUILDING CODE THE FOLLOWING SHALL APPLY THROUGHOUT: EQ. EQUAL ABREVIATIONS, 13. CONTRACTOR SHALL RELOCATE/MODIFY AND PATCH ANY EXISTING EXIST. EXISTING S SCUPPER ITEMS INTERFERING WITH THE INSTALLATION OF NEW WORK, INTERNATIONAL CODE COUNCIL (ICC) 1. CONSTRUCTION OPERATION WILL NOT BLOCK HALLWAYS OR MEANS OF EGRESS FOR SYMBOLS, AND DRAWING NUMBER SAN SANITARY WHETHER SHOWN OR NOT ON THESE DRAWINGS. X OCCUPANTS OF THE BUILDING. EXT. EXTERIOR AXXX SHEET NUMBER · 2015 INTERNATIONAL BUILDING CODE (IBC) SCH. SCHEDULE NOTES 14. THE BUILDING SHALL REMAIN IN OPERATION FOR THE DURATION OF 2. CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER F FAN SIM. SIMILAR THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR · 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) OR ELECTRICAL SERVICES TO TENANTS OF THE BUILDING. FL FLOOR LEVEL MAINTAINING ALL ENTRANCES AND EXITS. CONTRACTOR SHALL S.S. STAINLESS STEEL PROVIDE ALL NECESSARY BARRICADES, PROTECTION, SIGNAGE, · 2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDING AND FACILITIES FT. FOOT/FEET LIGHTING, ETC. AS REQUIRED TO MAINTAIN SAFE ACCESS/EGRESS TYP. TYPICAL THROUGHOUT. G GAS G001 GA. GAUGE U.L. UNDERWRITERS 15. CONTRACTOR SHALL SUBMIT A PROPOSED PHASING/SITE SAFETY LABORATORY 219068G001.dwg PLAN TO THE OWNER FOR REVIEW PRIOR TO COMMENCEMENT OF GALV. GALVANIZED WORK. VERT. VERTICAL PROJECT NUMBER: VS VENT STACK 16. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING HVAC HEATING, VENTILATION, AIR CONDITIONING, COOLING STREET AND SIDEWALK CLOSURE MEASURES, AND SECURING 219050 REQUIRED PERMITS FROM THE CITY OF MIDDLETOWN. COPYRIGHT HOFFMANN ARCHITECTS, INC. 2020 FACADE REPAIRS

PARAPET

REMOVE AND RESET EXISTING COPING, SEE DETAIL TYPICAL 7 A501

INSTALL NEW COPPER STEP FLASHING ALONG INSIDE FACE OF PARAPET, SEE DETAIL TYPICAL 61 DURANT TERRACE 10 ELEVATOR A501 STAIR SHAFT MIDDLETOWN, CT

WALKWAY/PLATFORM CUPOLA WALKWAY/PLATFORM ABOVE

BUILDING ADDRESS: 61 DURANT TERRACE MIDDLETOWN, CT 06457 CUPOLA

REPLACE EXISTING SEALANT AND BACKER ROD AROUND CLIENT / OWNER: 1 PERIMETERS OF LOUVERS, SEE DETAIL TYPICAL 2 ROOF PLAN 3 ATTIC PLAN CITY OF MIDDLETOWN SCALE: 3/32 = 1'-0" A501 SCALE: 3/32 = 1'-0" A101 A101 245 deKOVEN DRIVE 6 REPAIR DETERIORATED WOOD TRIM, SEE DETAIL TYPICAL A501 MIDDLETOWN, CT 01109 REMOVE AND REPLACE DETERIORATED COPPER FLASHING, SEE DETAIL TYPICAL 11 A501

REPAIR DAMAGED PLASTER ON LIBRARY WALLS, REPAINT REPAIR DAMAGED PLASTER WALLS TO MATCH EXISTING (REFER ON LIBRARY WALLS, REPAINT TO PHOTO FOR EXTENT OF WORK) WALLS TO MATCH EXISTING (REFER TO PHOTO FOR EXTENT OF WORK)

DUST ROOM CONFERENCE ROOM OFFICE OFFICE LOBBY ARTS & CRAFTS 5 SOCIALIZATION LIBRARY GAME ROOM NOTICE:

4 1 DO NOT SCALE DRAWINGS. KILN STAIR STAIR ELEVATOR ELEVATOR CONTRACTOR IS RESPONSIBLE FOR ROOM OFFICE VERIFYING ALL DIMENSIONS AND DETAILS. SERVER STORAGE CLOSET STAIR REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION. STAIR STORAGE CORRIDOR 3 STAIR STAIR 2 STAIR

DINING KITCHEN ROOM HOFFMANN ARCHITECTS, INC. MEN WOMEN WOMEN HEALTH PANTRY 2321 WHITNEY AVENUE MENS CLASSROOM CLASSROOM CLASSROOM HAMDEN, CONNECTICUT 06518 SCREENING (203) 239-6660 MECHANICAL

STORAGE SEAL: SPRINKLER ELEC.

REPAIR DAMAGED PLASTER ON STAIRWELL WALL AND CEILING, REPAINT WALL AND CEILING TO MATCH EXISTING (REFER TO PHOTOS FOR EXTENT OF WORK) 3 UPPER LEVEL PLAN 4 LOWER LEVEL PLAN A101 SCALE: 3/32 = 1'-0" A101 SCALE: 3/32 = 1'-0"

3 DRAWN BY: ELK 9 9 9 REPAIR DAMAGED PLASTER ON WALLS, SEE DETAIL TYPICAL, REPAIR DAMAGED PLASTER ON CEILING, SEE DETAIL TYPICAL, REPAIR DAMAGED PLASTER ON WALLS, SEE DETAIL TYPICAL, A201 CHECKED BY: LEK/RMS A501 A501 A501 REPAINT WALLS TO MATCH EXISTING REPAINT CEILING MATCH EXISTING REPAINT WALLS TO MATCH EXISTING DATE: 9/17/20 ENTRANCE 1 4 4 CANOPY SCALE: AS NOTED A201 A201 A201

OPP.

FLOOR PLANS

2 2 A202 A201 A101 219068A101.dwg

PHOTO 1 PHOTO 2 PHOTO 3 PHOTO 4 PHOTO 5 1 LIBRARY STAIRWELL STAIRWELL GAME ROOM GAME ROOM KEY PLAN A202 PROJECT NUMBER: NOT TO SCALE 219050

COPYRIGHT HOFFMANN ARCHITECTS, INC. 2020 CUPOLA NOTES: EL. +53'-9"± THE LOCATIONS AND QUANTITIES OF THE FACADE PARAPET CUPOLA PARAPET FOLLOWING REPAIRS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE ARCHITECT. THE REMOVE AND RESET REPLACE EXISTING SEALANT AND BACKER ROD AROUND REMOVE AND RESET CONTRACTOR SHALL PROVIDE SAFE ACCESS TO REPAIRS EXISTING COPING, SEE PERIMETERS OF LOUVERS, SEE DETAIL TYPICAL EXISTING COPING, SEE ALL AREAS OF THE FACADE FOR INSPECTION AND DETAIL TYPICAL 3 DETAIL TYPICAL CONFIRMATION OF WORK REQUIRED. 7 A501 7 A501 A501 1. CRACKED AND SPALLED BRICK REPLACEMENT 6 REPAIR DETERIORATED WOOD TRIM, SEE DETAIL TYPICAL A501 INSTALL NEW COPPER STEP INSTALL NEW COPPER STEP 2. CRACKED AND SPALLED CONCRETE REPAIR FLASHING ALONG INSIDE FLASHING ALONG INSIDE FACE OF PARAPET, REMOVE AND REPLACE DETERIORATED COPPER FLASHING, FACE OF PARAPET, 3. CRACKED AND SPALLED CAST STONE REPAIR SEE DETAIL TYPICAL SEE DETAIL TYPICAL SEE DETAIL TYPICAL 10 11 10 4. MORTAR JOINT REPOINTING 61 DURANT TERRACE A501 A501 A501 5. REPAIR OR REPLACEMENT OF DAMAGED WOOD ELEMENTS MIDDLETOWN, CT ROOF EL. +38'-0"±

CAST STONE LINTELS AND SILLS

CUT OUT AND REPOINT EXISTING MORTAR JOINTS, SEE DETAIL TYPICAL 1 A501 4 REPAIR CRACKS IN CAST STONE, SEE DETAIL SIMILAR A501

REPAIR SPALLS IN CAST STONE, SEE DETAIL 5 SIMILAR A501 CAST STONE QUOINS SCRAPE, PRIME AND PAINT UNDERSIDE OF EXISTING STEEL LINTELS, TYPICAL CUT OUT AND REPOINT EXISTING MORTAR JOINTS, BUILDING ADDRESS: SEE DETAIL TYPICAL 1 ATTIC 61 DURANT TERRACE A501 EL. +21'-6"± 10 MIDDLETOWN, CT A501 REPAIR CRACKS IN CAST STONE, 06457 SEE DETAIL SIMILAR 4 A501 CLIENT / OWNER: REPAIR SPALLS IN CAST STONE, SEE DETAIL SIMILAR CITY OF MIDDLETOWN 5 245 deKOVEN DRIVE A501 MIDDLETOWN, CT 01109 UPPER LEVEL SP EL. 9'-8"± SP CR

SP

CLEAN MASONRY REPLACE ALL EXISTING SEALANT LOWER LEVEL THROUGHOUT, TYPICAL AND BACKER ROD AT WINDOWS, EL. 0'-0" SEE DETAIL TYPICAL CAFETERIA 3 EL. -2'-0" A501

1 CUPOLA EAST ELEVATION EL. +53'-9"± EXISTING STEEL AND A201 SCALE: 3/16" = 1'-0" GLASS ENTRANCE CANOPY PARAPET CUPOLA NOTICE:

REMOVE AND RESET REPLACE EXISTING SEALANT AND BACKER ROD AROUND DO NOT SCALE DRAWINGS. LEGEND: EXISTING COPING, SEE PERIMETERS OF LOUVERS, SEE DETAIL TYPICAL EXISTING CAST STONE CONTRACTOR IS RESPONSIBLE FOR DETAIL TYPICAL 3 COLUMNS BEYOND VERIFYING ALL DIMENSIONS AND DETAILS. 7 A501 REPORT ANY DISCREPANCIES A501 TO THE ARCHITECT FOR RESOLUTION. EXISTING BRICK EXISTING WOOD TRIM 6 REPAIR DETERIORATED WOOD TRIM, SEE DETAIL TYPICAL CR A501 1. CUT OUT AND REPOINT AREAS OF 1. REPAIR DETERIORATED SECTIONS INSTALL NEW COPPER STEP DETERIORATED BRICK MORTAR AND REPAINT TO MATCH EXISTING, FLASHING ALONG INSIDE JOINTS, SEE DETAIL TYPICAL SEE DETAIL TYPICAL FACE OF PARAPET, REMOVE AND REPLACE DETERIORATED COPPER FLASHING, EXISTING CONCRETE 1 6 SEE DETAIL TYPICAL SEE DETAIL TYPICAL RAMP WALLS 11 A501 A501 10 A501 A501 2. REMOVE AND REPLACE AREAS OF ENTRANCE CANOPY SPALLED OR CRACKED BRICK, ROOF 3 SEE DETAIL TYPICAL FRONT ELEVATION EL. +38'-0"± HOFFMANN ARCHITECTS, INC. 2 REPLACE EXISTING SEALANT A201 SCALE: 3/16" = 1'-0" A501 AND BACKER ROD AROUND EXISTING CAST STONE 2321 WHITNEY AVENUE PERIMETER OF LOUVER, PARAPET HAMDEN, CONNECTICUT 06518 PEDIMENT COLUMNS BEYOND (203) 239-6660 3. REMOVE AND REPLACE EXISTING SEE DETAIL TYPICAL REMOVE AND RESET SEALANT AND BACKER ROD AT 3 7 EXISTING COPING, SEE BUILDING JOINTS AND WALL REPAIR DETERIORATED WOOD TRIM, SEE DETAIL TYPICAL A501 3 A501 DETAIL TYPICAL PENETRATIONS,SEE DETAIL SEAL: A501 7 TYPICAL A501 10 EXISTING STEEL AND INSTALL NEW COPPER STEP FLASHING AT WALL, SEE DETAIL TYPICAL A501 INSTALL NEW COPPER STEP GLASS ENTRANCE CANOPY EXISTING CAST STONE FLASHING ALONG INSIDE FACE OF PARAPET, 1. CUT OUT AND REPOINT AREAS OF 10 10 SEE DETAIL TYPICAL EXISTING CONCRETE DETERIORATED MORTAR JOINTS, REMOVE AND REPLACE DETERIORATED COPPER FLASHING, A501 A501 10 RAMP WALLS SEE DETAIL TYPICAL SEE DETAIL TYPICAL A501 1 11 A501 A501 8 8 ENTRANCE CANOPY CR A501 A501 2. REPAIR CRACKED AND SPALLED ATTIC 4 SIDE ELEVATION AREAS OF CAST STONE, EL. +21'-6"± SP SCALE: 3/16" = 1'-0" SEE DETAILS SIMILAR A201 DRAWN BY: ELK 4 5 3 REPAIR DETERIORATED REPAIR DETERIORATED A201 CHECKED BY: LEK/RMS A501 A501 8 8 WOOD ALONG CORNICE, WOOD ALONG CORNICE, A501 A501 DATE: 9/17/20 SEE DETAIL TYPICAL SEE DETAIL TYPICAL ENTRANCE 3. REMOVE AND REPLACE EXISTING 6 6 1 4 4 CANOPY SCALE: AS NOTED SEALANT AND BACKER ROD AT A501 A501 A201 A201 A201 BUILDING JOINTS AND WALL PENETRATIONS,SEE DETAIL OPP. TYPICAL 3 CAST STONE QUOINS A501 CUT OUT AND REPOINT EXISTING MORTAR JOINTS, EXISTING CONCRETE SEE DETAIL TYPICAL EAST 1 UPPER LEVEL 1. CUT OUT AND REPOINT AREAS OF A501 EL. 9'-8"± AND SOUTH DETERIORATED MORTAR JOINTS, CR SEE DETAIL TYPICAL REPAIR CRACKS IN CAST STONE, 1 ELEVATIONS SEE DETAIL SIMILAR 2 2 A501 4 A202 A201 A501 CR 2. REPAIR CRACKED AND SPALLED AREAS OF CONCRETE, REPAIR SPALLS IN CAST STONE, SP SEE DETAILS TYPICAL SEE DETAIL SIMILAR 4 5 5 A501 A501 A501 LOWER LEVEL A201 EL. 0'-0" REPLACE ALL EXISTING SEALANT CLEAN MASONRY REPLACE ALL EXISTING SEALANT 3. REMOVE AND REPLACE EXISTING AND BACKER ROD AT DOORS, THROUGHOUT, TYPICAL AND BACKER ROD AT WINDOWS, 219068A201.dwg SEALANT AND BACKER ROD AT CAFETERIA SEE DETAIL TYPICAL SEE DETAIL TYPICAL 3 3 BUILDING JOINTS AND WALL EL. -2'-0" 1 A501 A501 PROJECT NUMBER: PENETRATIONS,SEE DETAIL KEY PLAN A202 TYPICAL 3 2 SOUTH ELEVATION A501 NOT TO SCALE 219050 A201 SCALE: 3/16" = 1'-0" COPYRIGHT HOFFMANN ARCHITECTS, INC. 2020 CUPOLA NOTES: EL. +53'-9"± THE LOCATIONS AND QUANTITIES OF THE FACADE PARAPET CUPOLA PARAPET FOLLOWING REPAIRS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE ARCHITECT. THE REMOVE AND RESET REPLACE EXISTING SEALANT AND BACKER ROD AROUND REMOVE AND RESET CONTRACTOR SHALL PROVIDE SAFE ACCESS TO REPAIRS EXISTING COPING, SEE PERIMETERS OF LOUVERS, SEE DETAIL TYPICAL EXISTING COPING, SEE ALL AREAS OF THE FACADE FOR INSPECTION AND DETAIL TYPICAL 3 DETAIL TYPICAL CONFIRMATION OF WORK REQUIRED. 7 A501 7 A501 A501 1. CRACKED AND SPALLED BRICK REPLACEMENT 6 REPAIR DETERIORATED WOOD TRIM, SEE DETAIL TYPICAL A501 INSTALL NEW COPPER STEP INSTALL NEW COPPER STEP 2. CRACKED AND SPALLED CONCRETE REPAIR FLASHING ALONG INSIDE FLASHING ALONG INSIDE FACE OF PARAPET, REMOVE AND REPLACE DETERIORATED COPPER FLASHING, FACE OF PARAPET, 3. CRACKED AND SPALLED CAST STONE REPAIR SEE DETAIL TYPICAL SEE DETAIL TYPICAL SEE DETAIL TYPICAL 11 10 4. MORTAR JOINT REPOINTING 61 DURANT TERRACE A501 A501 5. REPAIR OR REPLACEMENT OF DAMAGED WOOD ELEMENTS MIDDLETOWN, CT ROOF EL. +38'-0"±

CAST STONE LINTELS AND SILLS

CUT OUT AND REPOINT EXISTING MORTAR JOINTS, SEE DETAIL TYPICAL 1 A501 4 REPAIR CRACKS IN CAST STONE, SEE DETAIL SIMILAR A501

REPAIR SPALLS IN CAST STONE, SEE DETAIL 5 SIMILAR A501 CAST STONE QUOINS SCRAPE, PRIME AND PAINT UNDERSIDE OF STEEL LINTELS, TYPICAL CUT OUT AND REPOINT EXISTING MORTAR JOINTS, BUILDING ADDRESS: SEE DETAIL TYPICAL 1 ATTIC 61 DURANT TERRACE A501 EL. +21'-6"± MIDDLETOWN, CT REPAIR CRACKS IN CAST STONE, 06457 SEE DETAIL SIMILAR 4 A501 CLIENT / OWNER: REPAIR SPALLS IN CAST STONE, 10 SEE DETAIL SIMILAR CITY OF MIDDLETOWN A501 5 245 deKOVEN DRIVE A501 MIDDLETOWN, CT 01109 UPPER LEVEL EL. 9'-8"±

LOWER LEVEL EL. 0'-0" CAFETERIA REPLACE ALL EXISTING SEALANT EL. -2'-0" AND BACKER ROD AT DOORS, CLEAN MASONRY REPLACE ALL EXISTING SEALANT SEE DETAIL TYPICAL THROUGHOUT, TYPICAL AND BACKER ROD AT WINDOWS, 3 SEE DETAIL TYPICAL A501 3 1 CUPOLA A501 WEST ELEVATION EL. +53'-9"± A202 SCALE: 3/16" = 1'-0" PARAPET CUPOLA NOTICE:

REMOVE AND RESET REPLACE EXISTING SEALANT AND BACKER ROD AROUND DO NOT SCALE DRAWINGS. LEGEND: EXISTING COPING, SEE PERIMETERS OF LOUVERS, SEE DETAIL TYPICAL CONTRACTOR IS RESPONSIBLE FOR DETAIL TYPICAL 3 VERIFYING ALL DIMENSIONS AND DETAILS. 7 A501 REPORT ANY DISCREPANCIES A501 TO THE ARCHITECT FOR RESOLUTION. EXISTING BRICK EXISTING WOOD TRIM 6 REPAIR DETERIORATED WOOD TRIM, SEE DETAIL TYPICAL A501 1. CUT OUT AND REPOINT AREAS OF 1. REPAIR DETERIORATED SECTIONS INSTALL NEW COPPER STEP DETERIORATED BRICK MORTAR AND REPAINT TO MATCH EXISTING, FLASHING ALONG INSIDE JOINTS, SEE DETAIL TYPICAL SEE DETAIL TYPICAL FACE OF PARAPET, REMOVE AND REPLACE DETERIORATED COPPER FLASHING, 1 6 SEE DETAIL TYPICAL SEE DETAIL TYPICAL A501 A501 10 A501 2. REMOVE AND REPLACE AREAS OF SPALLED OR CRACKED BRICK, ROOF SEE DETAIL TYPICAL 2 EL. +38'-0"± REPLACE EXISTING SEALANT HOFFMANN ARCHITECTS, INC. A501 AND BACKER ROD AROUND 2321 WHITNEY AVENUE PERIMETER OF LOUVER, PARAPET HAMDEN, CONNECTICUT 06518 PEDIMENT (203) 239-6660 3. REMOVE AND REPLACE EXISTING SEE DETAIL TYPICAL REMOVE AND RESET SEALANT AND BACKER ROD AT 3 EXISTING COPING, SEE BUILDING JOINTS AND WALL REPAIR DETERIORATED WOOD TRIM, SEE DETAIL TYPICAL A501 3 DETAIL TYPICAL PENETRATIONS,SEE DETAIL SEAL: A501 7 TYPICAL A501 INSTALL NEW COPPER STEP FLASHING AT WALL, SEE DETAIL TYPICAL INSTALL NEW COPPER STEP EXISTING CAST STONE FLASHING ALONG INSIDE FACE OF PARAPET, 1. CUT OUT AND REPOINT AREAS OF 10 10 SEE DETAIL TYPICAL DETERIORATED MORTAR JOINTS, REMOVE AND REPLACE DETERIORATED COPPER FLASHING, A501 A501 10 SEE DETAIL TYPICAL SEE DETAIL TYPICAL A501 1 11 A501 A501 8 8 CR A501 A501 2. REPAIR CRACKED AND SPALLED ATTIC AREAS OF CAST STONE, SP EL. +21'-6"± REPAIR DETERIORATED SEE DETAILS SIMILAR WOOD ALONG CORNICE, DRAWN BY: ELK 4 5 REPAIR DETERIORATED SEE DETAIL TYPICAL CHECKED BY: LEK/RMS A501 A501 8 8 6 WOOD ALONG CORNICE, A501 A501 A501 DATE: 9/17/20 SEE DETAIL TYPICAL 1 3. REMOVE AND REPLACE EXISTING 6 SCALE: AS NOTED A201 SEALANT AND BACKER ROD AT A501 CAST STONE QUOINS BUILDING JOINTS AND WALL PENETRATIONS,SEE DETAIL CUT OUT AND REPOINT TYPICAL 3 EXISTING MORTAR JOINTS, A501 SEE DETAIL TYPICAL 1 A501 EXISTING CONCRETE WEST UPPER LEVEL 1. CUT OUT AND REPOINT AREAS OF EL. 9'-8"± REPAIR CRACKS IN CAST STONE, AND NORTH DETERIORATED MORTAR JOINTS, SEE DETAIL SIMILAR 4 SEE DETAIL TYPICAL A501 1 2 2 ELEVATIONS A501 A202 A201 REPAIR SPALLS IN CAST STONE, CR 2. REPAIR CRACKED AND SPALLED SEE DETAIL SIMILAR 5 AREAS OF CONCRETE, A501 SP SEE DETAILS TYPICAL 4 5 A501 A501 LOWER LEVEL A202 CLEAN MASONRY REPLACE ALL EXISTING SEALANT EL. 0'-0" REPLACE ALL EXISTING SEALANT 3. REMOVE AND REPLACE EXISTING AND BACKER ROD AT DOORS, THROUGHOUT, TYPICAL AND BACKER ROD AT WINDOWS 219068A202.dwg SEALANT AND BACKER ROD AT CAFETERIA SEE DETAIL TYPICAL AND LOUVERS, SEE DETAIL TYPICAL 3 3 BUILDING JOINTS AND WALL EL. -2'-0" 1 A501 A501 PROJECT NUMBER: PENETRATIONS,SEE DETAIL KEY PLAN A202 TYPICAL 3 2 NORTH ELEVATION A501 NOT TO SCALE 219050 A202 SCALE: 3/16" = 1'-0" COPYRIGHT HOFFMANN ARCHITECTS, INC. 2020 CUT BACK EXISTING MORTAR TO REQUIRED DEPTH FACADE

X CLEAN OUT EXISTING CLEAN OUT EXISTING

MATCH JOINT AND INSTALL JOINT AND INSTALL REPAIRS EXISTING REMOVE ALL SPALLED REMOVE ALL CRACKED CLOSED CELL NEOPRENE CLOSED CELL BRICK AND TOOTH-IN BRICK AND TOOTH-IN JOINT FILLER, SIZED TO FIT NEOPRENE JOINT CUT BACK AND WHOLE BRICK UNITS WHOLE BRICK UNITS JOINT WIDTH FILLER, SIZED TO FIT REPOINT HEAD JOINT TO MATCH EXISTING, TO MATCH EXISTING, JOINT WIDTH 2X TYPICAL TYPICAL NOTE: EXISTING BRICK/STONE 3 " MIN. 4 EXISTING BRICK/STONE MINIMUM AND MAXIMUM DEPTH OF SEALANT TO BE MORTAR TO BACKER ROD, BACKER ROD, PER SEALANT MANUFACTURER'S MATCH EXISTING SIZED TO FIT JOINT SIZED TO FIT JOINT REQUIREMENTS 61 DURANT TERRACE

X WIDTH X WIDTH 2 2

EXISTING BRICK EXISTING BRICK 1 1 NOTES: TO REMAIN TO REMAIN MIDDLETOWN, CT X SEALANT X SEALANT 1. LOCATIONS OF MORTAR MATCH MATCH JOINT REPOINTING TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR NOTE: EXISTING EXISTING AND THE ARCHITECT LOCATIONS OF SPALLED AND CRACKED BRICK REPLACEMENT TO BE 2. DETAILS SIMILAR AT CAST STONE VERIFIED IN THE FIELD BY THE CONTRACTOR AND THE ARCHITECT ELEMENTS, TYPICAL FLUSH JOINT INSIDE CORNER

1 MORTAR JOINT REPOINTING 2 BRICK REPLACEMENT 3 A501 SCALE: FULL A501 SCALE: 1 1/2" = 1'-0" SEALANT JOINT REPLACEMENT A501 SCALE: FULL

SAW CUT EDGES OF BUILDING ADDRESS: SPALL PRIOR TO NOTES: SAW CUT EDGES OF INSTALLATION OF 61 DURANT TERRACE SPALL PRIOR TO PATCHING MATERIAL 1. ALIGN PATCH TO EDGES MIDDLETOWN, CT INSTALLATION OF OF ADJACENT CONCRETE, MATCHING EXISTING CRACK EXISTING CRACK PATCHING MATERIAL ARCHITECTURAL PROFILE OF 06457 NOTES: ALIGN EXISTING CONCRETE CONCRETE BEING REPAIRED IF PATCHING MORTAR REMOVE UNSOUND MATERIAL REQUIRED, TYPICAL 1. PATCH EXISTING CONCRETE PARGING INJECTION GROUT INJECTION GROUT PRIOR TO INSTALLATION OF A TO MATCH EXISTING IN LOCATION OF PATCHING MATERIAL 2. PATCH EXISTING CONCRETE PARGING CLIENT / OWNER: REPAIRS, TYPICAL. PATCHING MORTAR TO MATCH EXISTING IN LOCATION OF CITY OF MIDDLETOWN EXISTING CRACK REMOVE UNSOUND MATERIAL REPAIRS, TYPICAL 2. DETAILS SIMILAR AT CAST STONE PRIOR TO INSTALLATION OF ELEMENTS, TYPICAL. 245 deKOVEN DRIVE DRILL PORT HOLES AT PATCHING MATERIAL 3. DETAILS SIMILAR AT CAST STONE REMOVE ALL LOOSE 1 2" 16" O.C. MAXIMUM MATERIAL,INSTALL ELEMENTS, TYPICAL MIDDLETOWN, CT 1" 1 " (2 PORTS MINIMUM) PATCHING MORTAR TO LINE OF EXISTING SPALL 1 2 1 " " 4" DIAMETER, TYPE 304 01109 2 2

1 1 MATCH EXISTING MIN. STAINLESS STEEL THREADED MIN. PATCHING MATERIAL MIN. ADJACENT CONCRETE ALIGN ROD, SET IN EPOXY - (1) PER 36 SQUARE INCHES OF PATCH AREA INJECTION PORTS 3 " Ø B 8 EXISTING CONCRETE EXISTING MARBLE, CLEAN SURFACE LINE OF EXISTING SPALL 1 IMMEDIATELY UPON COMPLETION 4" MIN. OF REPAIR A PORT HOLE B CRACK FILLING SPALLS LESS THAN 1" IN DEPTH SPALLS GREATER THAN 1" IN DEPTH

EXISTING BRICK

4 CONCRETE CRACK REPAIR 5 CONCRETE SPALL REPAIR A501 SCALE: 3" = 1'-0" A501 SCALE: 3" = 1'-0" REPOINT DETERIORATED MORTAR JOINTS 1 FULL MORTAR BED IN BRICK, SEE DETAIL A501 SEALANT AND BACKER ROD TYP. NEW BRICK TO MATCH REMOVE AND RESET EXISTING NOTICE: EXISTING PRECAST MORTAR NET CONCRETE COPING DO NOT SCALE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR LIQUID FLASHING MEMBRANE 8" WEEP VENT VERIFYING ALL DIMENSIONS AND DETAILS. REPAINT EXISTING WOOD TRIM NOTE: REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION. REMOVE AND REPLACE IN KIND ANY CONTINUOUS METAL STAINLESS STEEL WOOD ELEMENTS THAT CANNOT DRIP EDGE, SET IN SEALANT DRIP EDGE, SET IN BE REPAIRED. PAINT NEW WOOD SEALANT REMOVE LOOSE/PEELING TO MATCH EXISTING TO REMAIN EXISTING COPING PAINT FROM EXISTING ANCHOR TO REMAIN WOOD TRIM REMOVE DECAYED WOOD TO EXISTING BRICK TO REMAIN FILL CONSOLIDATED VOID TO SOUND, BRIGHT, UNAFFECTED LEVEL OF EXISTING WOOD LIQUID FLASHING DETERIORATED WOOD AND APPLY WOOD SURFACE WITH WOOD REPAIR EPOXY, MEMBRANE PORTION OF WOOD TRIM CONSOLIDANT PRIMER REPOINT DETERIORATED MATCH PROFILE OF EXISTING TRIM, MORTAR JOINTS BACKER ROD ALLOW EPOXY TO CURE AND 1 HOFFMANN ARCHITECTS, INC. STEP 1 STEP 2 STEP 3 IN BRICK, SEE DETAIL AND SEALANT SAND SMOOTH. PAINT TO MATCH EXISTING. A501 2321 WHITNEY AVENUE HAMDEN, CONNECTICUT 06518 TYP. SCRAPE, PRIME AND (203) 239-6660 PAINT EXISTING STEEL LINTEL 6 WOOD TRIM REPAIR 7 PARAPET COPING 8 FLASHING AT WINDOW LINTEL SEAL: A501 SCALE: HALF FULL A501 SCALE: 3" = 1'-0" A501 SCALE: 3" = 1'-0"

6"

EXISTING BRICK UPPER LEVEL BASE UNDER CUT EXISTING FINISH COAT, PROVIDE REPOINT DETERIORATED MORTAR PLASTER TO REMAIN FLOAT FINISH TO MATCH JOINTS IN BRICK, SEE DETAIL TYPICAL 1 AT PERIMETER OF EXISTING ADJACENT SURFACE REPAIR AREA CUT NEW REGLET INTO A501 EXISTING BRICK DRAWN BY: ELK EXISTING METAL LATH ROOF CHECKED BY: LEK/RMS TO REMAIN BACKER ROD AND SEALANT BROWN COAT, LEAVE ROUGH TO BASE DATE: 9/17/20 RECEIVE FINISH COAT. ALLOW TO SEALANT SET FIRM PRIOR TO APPLICATION SCALE: AS NOTED AREA OF DETERIORATED OF FINISH COAT REMOVE AND REPLACE EXISTING COPPER PLASTER MASONRY ANCHOR FLASHING AROUND PERIMETER OF CUPOLA

SCRATCH COAT, APPROXIMATELY 4" REMOVE DETERIORATED REMOVED EXISTING COPPER 3 " THICK, RAKE AND CROSS RAKE SECTIONS OF LATH, 16 PRIOR TO SETTING, ALLOW TO SET FLASHING AND INSTALL NEW REGLET LEAVING 6" MINIMUM FIRM PRIOR TO APPLICATION MOUNTED COPPER COUNTERFLASHING OF EXISTING LATH OF BROWN COAT ON ALL SIDES OF DETAILS REPAIR AREA LAP NEW EXPANDED METAL LATH 6" ONTO EXISTING A MINIMUM OF 6", EXISTING ASPHALT SHINGLES SECURE LAPS WITH TIE-WIRE EXISTING PLASTER EXISTING COPPER FLASHING TO REMAIN TO REMAIN

6" EXISTING ROOF DECK N.T.S. REMOVE AND REPLACE EXISTING COPPER FLASHING ALONG NORTH AND SOUTH A501 PEDIMENTS, REPLACE DETERIORATED SECTIONS OF WOOD BELOW FLASHING 219068A501.dwg

9 GYPSUM PLASTER REPAIR 10 STEP FLASHING REPLACEMENT 11 FLASHING REPLACEMENT PROJECT NUMBER: A501 SCALE: 3" = 1'-0" A501 SCALE: 3" = 1'-0" A501 NOT TO SCALE 219050

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