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