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51 Main Street-Plans PERMITSMITH CHARITIES PHASE 1 RESTORATION - EMERGENCY REPAIRS Project site: 51 Main Street Northampton, MA 01060 Structures North Consulting Engineers, Inc. 60 Washington Street Salem, MA 01970 978-745-6817 Jones Whitsett Architects, Inc. 308 Main Street Greenfield, MA 01301 413-773-5551 8 0 8 16 SCALE OF FEET 1/8" = 1'-0" 18" = 1'-0" REBUILD ENTRY PEDIMENT UNDER ALTERNATE #A1 REPLACE CORNICE STONE PROJECTIONS UNDER BASE BID 12 POINT AND GROUT STRUCTURAL CRACKS IN MASONRY PERFORM THIS MASONRY WORK UNDER ALTERNATE #A3 FILL OPEN HOLE ABOVE KEYSTONE W/ MORTARED-IN STONE PLUG REPLACE WINDOW SILLS UNDER ALTERNATE #A3 REPLACE SHALING KEYSTONE UNDER ALTERNATE #A3 DETAIL D/ S2.1 DETAIL C/ S2.1 18" = 1'-0" WEST ELEVATION A 18" = 1'-0" 18" = 1'-0" NORTH ELEVATION FILL OPEN HOLE ABOVE KEYSTONE W/ MORTARED-IN STONE PLUG UNDER ALTERNATE #A4 DETAIL C/ S2.1 DETAIL C/ S2.1 18" = 1'-0" EAST ELEVATION DETAIL B /S2.1 2A 2B DETAIL B /S2.1 DETAIL D /S2.1 2B 2A1A1B P-2 P-1 DETAIL A /S2.1 DETAIL E /S2.2 P-1 P-2 SOUTH ELEVATION PERFORM THIS MASONRY WORK UNDER ALTERNATE #A2 LOCALLY RE-SET, PIN AND GROUT BRICKWORK AT INTERIOR SIDE OF WALL PER DETAIL F/S2.2 UNDER ALTERNATE #A2 REPLACE SHALING KEYSTONE UNDER ALTERNATE #A3 DETAIL D/ S2.1 REPLACE SHALING KEYSTONE FILL OPEN HOLE ABOVE KEYSTONE W/ MORTARED-IN STONE PLUG POINT AND GROUT STRUCTURAL CRACKS IN MASONRY CLIENT NAME:Drawing No: S1.1THE SMITH CHARITIES BUILDINGPHASE 1 RESTORATION NORTHHAMPTON, MAELEVATIONSCHECKED BY: JMWSCALE: AS NOTEDDATE: 01-19-2021DRWN: SB60 Washington St., Suite 401 Salem, MA. 01970-3517 T 978.745.6817 I F 978.745.6067 www.structures-north.com C O N S U L T I N G E N G I N E E R S, I N C. Structures North 4"4"½"CAST STONECORNICEREPLACEMENTSOCK FEED TUBECINTEC"T"-ANCHOR1½" = 1'-0"SECTION11½" = 1'-0"DETAILA21½" = 1'-0"DETAILBUNIT #C - 1BUNIT #C - 2A OR 2B (OH)UNIT C - 2A OR 2B (OH)MATCH EXISTING LENGTH8"SPACE AT 24" MIN. ON CENTER6"6"SPACE AT 24" MIN. ON CENTER6"MATCH EXISTING LENGTH4"6"SPACE AT 24" MIN. ON CENTER6"MATCH EXISTING LENGTHREPLAC EXISTING BROWNSANDSTONE UNITS W/ NEW CASTSTONE UNITS THAT EXACTLYREPLICATE THE ORIGINAL INDIMENSION, FINISH ANDAPPEARANCE(1 OF 10) 34" DIA. x 24"CONCEALED CINTEC "T"ANCHORS W/ DOUBLEDIAMETER SOCKSMATCH EXISTING RETURN4"6"UNIT #C - 1ASHAVE PEDIMENT BACKAS SHOWN REMOVEBACK STONES & REPLACEW/ BRICK IF LESS THAN4" THICKNESS REMAININGFILL COLLAR JOINTWITH RESTORATIONGROUT1½" = 1'-0"DETAILC1½" = 1'-0"DETAILDFILL HOLE ABOVEKEYSTONE W/CUSTOM-FIT CASTSTONE PLUGFILL HOLE ABOVEKEYSTONE W/CUSTOM-FIT CASTSTONE PLUGFILL AND BONDJOINT W/RESTORATIONGROUTSECTIONELEVATIONEXTEND KEYSTONEUPWARD TO FILL GAPABOVE, PROVIDESLOPED SURFACE ATOPPROJECTIONFILL AND BONDJOINT W/RESTORATIONGROUTSECTIONELEVATIONREPLACE FAILEDKEYSTONE UNITREPLACE FAILEDKEYSTONE UNITSHORE ARCHDURING KEYSTONEUNIT REPLACEMENTCLIENT NAME:Drawing No:S2.1THE SMITH CHARITIES BUILDING PHASE 1 RESTORATION NORTHHAMPTON, MASECTIONSAND DETAILSCHECKED BY: JMW SCALE: AS NOTED DATE: 01-19-2021 DRWN: SB 60 Washington St., Suite 401Salem, MA. 01970-3517T 978.745.6817 I F 978.745.6067www.structures-north.comC O N S U L T I N G E N G I N E E R S, I N C.Structures North SOCK FEED TUBEACCESS HOLE W/DUTCHMAN PATCHCINTEC "T"-ANCHORS(1 OF 3 SHOWN)SOCK FILLFEED TUBESHAVE PEDIMENT BACKAS SHOWN, REMOVEBACK STONES & REPLACEW/ BRICK IF LESS THAN4" THICKNESS REMAINING18"6"6"4"1'-0"(N) CAST STONEPEDIMENTREPLACEMENT1½" = 1'-0"SECTION21½" = 1'-0"DETAILE2EXISTING FREIZE PANEL TO REMAINUNIT P-2UNIT P-1UNIT P-1UNIT P-28"REPLACE EXISTING BROWNSANDSTONE UNITS W/ NEWCAST STONE UNITS THATEXACTLY REPLICATE THEORIGINAL IN DIMENSION,FINISH AND APPEARANCE(1 OF 10) 34" DIA. x 24"CONCEALED CINTEC "T"ANCHORS W/ DOUBLE 3"DIAMETER SOCKSCINTEC FEED TUBESIN COLLAR JOINTFILL COLLAR JOINTWITH RESTORATIONGROUT1½" = 1'-0"DETAILFFILL COLLAR JOINT CRACKSW/ RESTORATION GROUTPROVIDE 8 mm HELIFIXTIES BETWEEN SEPARATEDINNER BRICK AND OUTERPORTION OF WALL W/ 6"MIN. EMBEDMENT BEYONDCOLLAR JOINT CRACK ONA 16"x16" PATTERNCLIENT NAME:Drawing No:S2.2THE SMITH CHARITIES BUILDING PHASE 1 RESTORATION NORTHHAMPTON, MASECTIONSAND DETAILSCHECKED BY: JMW SCALE: AS NOTED DATE: 01-19-2021 DRWN: SB 60 Washington St., Suite 401Salem, MA. 01970-3517T 978.745.6817 I F 978.745.6067www.structures-north.comC O N S U L T I N G E N G I N E E R S, I N C.Structures North