32A-162 33 Hawley Structural Set_09-09-151524'-8 1/2"24'-8 1/2"9'-0"19'-7"20'-10"100'-0"EDCBAF11'-6 1/2"13'-2 1/2"11'-5"13'-1"11'-10 1/2"13'-6 1/2"11'-8"13'-4"11'-5"13'-1"124'-2"98'-10"42125'-0"NOTE: EXISTINGFOUNDATIONLAYOUT IS ASSUMEDBASED ONOBSERVATIONS OFSTRUCTURE.EXISTING FOOTINGSTO REMAIN.3BUILDING CL12" REINF. CONC WALLS ATNEW CMU WALLS AT ELEVSHAFT WITH 12"DEPRESSED REINF CONCSOG AT ELEV PITSPREAD FOOTINGS ATCOLUMNS . SEE TYPICAL NEWISOLATED FOOTING DETAILON S400)HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4(TYP EXISTINGEAST FRAMING)(EACH SIDEOF W14X)(EACH SIDEOF W14X)(TYP EXISTING WESTFRAMING UNO)HSS4X4X1/4 TOSUPPORT END OFCUT 1ST FLOORBEAMN1N2N3N4N5OPENFOR ELEV6"1'-0"6"6"8"6"6"8"6"HSS4X4X1/4+ 3'-0" X 3'-0"FOOTINGOPENNOTE: AT ELEVATOR,PROVIDE (3) L4X3X1/4LLV LINTEL ANGLES WITH6" OF BEARING EACHEND + SILL ANGLE PERELEVATORMANUFACTURER2S-101CUT, THICKEN ANDPATCH SLAB ATNEW BEARINGWALLS (SEETYPICAL THICKENEDSLAB DETAIL ONS400).3AW10X (E)W10X (E)W10X (E)W8X (E)W8X (E)W10X (E)(E)(E)HSS8X4X1/4 (E)HSS4X4X1/4 TOSUPPORT ENDOF CUT 1STFLOOR BEAM2'-0"2'-0"1S-300W8X (E)W8X (E)W8X (E)W8X (E)W8X40W8X40W8X40W8X40W8X40EXIST W12X +HSS8X4X1/4W8X40EXIST W12X +HSS8X4X1/4EXIST W12X +HSS8X4X1/4EXIST W12X +HSS8X4X1/4EXIST W12X +HSS8X4X1/4EXIST W12X +HSS8X4X1/4W8X40W8X40W8X40W8X402S-100+ 4'-0" x 4'-0"FOOTING+ 4'-0" x 4'-0"FOOTING+ 4'-0" x 4'-0"FOOTING+ 4'-0" x 4'-0"FOOTING6"8"6"INDICATES LINE OFSLAB CUT/PATCH FORNEW FOUNDATIONS2'-0"10"1'-0"1'-6"3S-3006"8"6"8'-2"7'-1 1/2"4'-3 1/2"8'-1 1/8"30'-3"34'-0"6'-1 1/2"2'-9"13'-9"7"1.STRUCTURE IS NEW UNLESS LABELED WITH (E) OR"EXISTING."6"1'-0"6"LEDGE1 1/2"2X4 KEY5"SEE ARCHFOR CURBSIDEWALKPER OTHERT.O.C. ELEVATIONVARIESBELOW GRADE4'-0" MIN3-#5 CONT2-#4 CONT AT CURB3/4" CHAMFER ATTOP OF CURB (TYP)12" CONC WALLREINFORCE WITH:#4 AT 18"oc HORIZ#4 AT 18"oc VERTEACH FACE1'-0"1'-0"COMPACTEDSTRUCTURAL FILLOPPOSITESIDE SIMILARGUARDRAILPER ARCHDRAWINGS1'-0"2'-0"1'-0"MIRAFI 500XSTRUCTURALFILTER FABRIC1111TRUENORTHPROJECTNORTH3-#5 CONT5"T.O.C. ELEVATIONVARIESEXISTINGCONCRETEFOUNDATION WALLBEYOND1'-0"1'-0"6"8"6"1'-0"1'-8"1'-0"1'-0"1'-0"8" CONCRETE FOUNDATIONWALL REINF. WITH:#4 AT 12"oc HORZ#4 AT 18"oc VERTAT CENTER OF WALL.WWF2-#4 IN SLAB TURNDOWNCOMPACTEDSTRUCTURALFILLMIRAFI 500XSTRUCTURALFILTER FABRIC11115"T.O.C. ELEVATIONVARIESEXISTINGCONCRETEFOUNDATION WALLBEYONDWWF4-#4 IN SLABTURNDOWNCOMPACTEDSTRUCTURALFILL1'-0"8"8"1'-0"#4 X 1'-0" DOWEL DRILLED ANDEPOXIED 4" INTO EXISTFOUNDATION AT TOP ANDBOTTOM OF TURNDOWN AT24"ocKEYNOTES / GENERAL NOTES:DATE:JOB NO.SCALE:DRN BY:CHK BY:DRAWING NO.As indicatedP:\+PROJECTS\GNCB Directories\GNCB Named Directories\Amy\LOCAL REVIT FILES\2015\13166 Northampton Black Box Theater S15_VE_GNCB032.rvtS-10009/08/2015Slab on Grade and FoundationPlanNORTHAMPTON ARTSTRUSTNORTHAMPTON, MAConstruction Documents13166AJJFN 1/8" = 1'-0"1FOUNDATION AND SLAB ON GRADEPLAN 1" = 1'-0"2RAMP SECTION 1" = 1'-0"3RAMP SECTION BEYOND EXISTINGBUILDING 1" = 1'-0"4RAMP SECTION AT EXISTING BUILDING
15EDCBAF24'-8 1/2"24'-8 1/2"28'-7"20'-10"11'-6 1/2"13'-2 1/2"11'-5"13'-1"11'-10 1/2"13'-6 1/2"11'-8"13'-4"11'-5"13'-1"EXISTING FRAMING THISAREA TO BE REMOVED(INCLUDING STUD WALL ATWEST WALL). SEE ARCH'TDWGS FOR EXTENT.42FLOOR STEPS5" SOG WITH 6X6W2.0 X W2.0 WWFRAMP DNEXISTINGEXTERIOR STAIRTO BE REPAIRED3BUILDING CLW8X40HSS8X4X1/4W8X40HSS8X4X1/4W8X40HSS8X4X1/4W8X40W8X40OPENFOR ELEVAT ELEV SHAFT: 12" REINF.CMU WALLS WITH LVLLEDGERS AT EACH WALL TOPICK UP EXISTING FLOORFRAMING. SEE TYP CMUDETAILS ON S401.OPEN FORSTAIROPEN FOR STAIRS(BY OTHERS)W12 (E) +HSS8X4X1/4W12X (E) +W12X (E) +W12X (E) +W12X (E) +HSS8X4X1/4W12X (E) +HSS8X4X1/4OUTLINE OF ROOFOVERHANG ABOVEOUTLINE OF LOWSLOPE FLATROOF ABOVEPICK UP 2X6 WALLSUPPORTING MEZZANINEABOVE WITH (3) CONT 13/4" X 11 1/4" LVL (SEE TYPDETAILS ON S400).PICK UP 2X6 WALLSUPPORTINGMEZZANINE ABOVEWITH (3) 1 3/4" X 11 1/4"LVL (SEE TYP DETAILSON S400).2X6 WALLS SUPPORTINGMEZZANINE CONTINUE DOWNTO FOUNDATION (U.N.O.)24" CONT WOODTRUSS (E) AT 16"oc11 7/8" X 3 1/2" I-JOISTAT 16"oc (E)SHORE AND CUTW14X53 (E) ANDRESUPPORT OFFOF NEWHSS4X4X1/4 INSTUD WALLSHORE AND CUTEXISTING W14X53AND RESUPPORTOFF OF NEWHSS4X4X1/4 IN STUDWALL AND AT CMUWALL PER TYPDETAILS.SHORE EXISTINGW14X, CUT, ANDRESUPPORT OFFOF NEWELEVATOR WALLSPER TYPICALDETAILS(2) 1 3/4" X 11 7/8"LVL FRAMINGNEW STAIROPENING (BOTHENDS)2X12 (E)AT 16"oc(TYP 10BAYS)N1N2N3N4N5X-BRACINGWITH L4X4X1/2X-BRACINGWITH L4X4X1/4X-BRACINGWITH L4X4X1/4X-BRACINGWITH L4X4X1/4X-BRACINGWITH L4X4X1/4S-2001EAST WALLFRAMINGELEVATIONX-BRACINGWITH L4X4X1/4X-BRACINGWITH L4X4X1/4S-2002SOUTH WALLFRAMINGELEVATIONS-2012NORTH WALLFRAMINGELEVATIONS-2011WEST WALLFRAMINGELEVATIONPROVIDE HEADER BYSISTERING EXISTINGJOISTS WITH (1) 1 3/4" X11 7/8" AND PROVIDE (2)1 3/4" X 11 7/8" LVLTRIMMERS EACH SIDEOF OPENING. SHOREAND CUT EXISTINGJOISTS NEXT TO STAIROPENING ANDREFASTEN TO NEWTRIMMERS WITH FACE-MOUNTED JOISTHANGERSOUTLINE OF STAIRSFROM FIRST FLOORDOWN TOBASEMENTHSS4X4X1/4 ATLANDINGOUTLINE OF STAIRSFROM FIRST FLOORUP TO MEZZANINENOTE: ATELEVATOR,PROVIDE (3)L4X3X1/4 LLVLINTEL ANGLESWITH 6" OFBEARING EACHEND + SILL ANGLEPER ELEVATORMANUFACTURERW8X (E)3AX-BRACINGWITH L4X4X1/4W8X (E)W8X21 (E)W8X21 (E)W8X21 (E)W8X21 (E)W8X21 (E)W8X21 (E)W8X21 (E)W8X21 (E) +(2) W12X35(E)W8X21 (E) +W12X35 (E)2S-1001S-300W14X53 (E) + (2) W14X38 (E)W14X53 (E)W8X POSTS TOBE LOCATED INWALL NEXT TOCONCESSIONAREAW8X POST TO BELOCATED INCLOSET NEXT TOCONCESSIONSW8X POST TO BELOCATED IN WALLNEXT TOBATHROOMW8X31W8X31 W8X31W8X31W8X31W8X31W8X315S-102W4X13 REINF. BEAM WELDEDTO BOTTOM OF EXIST W8X3S-101PROVIDESTAGGEREDBLOCKINGBETWEENJOISTSBEARING ONW8X GIRDERSEXIST BEAMSTUBE COLUMNSTO REMAIN(3) 1 3/4" X 11 1/4"LVL HEADERSBETWEEN EACH CLCOLUMN - 10LOCATIONS3S-1013S-300SIMADD #5 X 3'-0"DIAGONAL REBARIN SLAB-ON-GRADE4S-1003S-1001.STRUCTURE IS NEW UNLESS LABELED WITH (E) OR"EXISTING."3EXIST HSSEXIST JOISTSAND DECKINGNEWSTAGGEREDBLOCKINGW8X (E)NEW W8X COLUMN(3) LVL HEADERS SUPPORTED ATCOLUMNS WITH WELDED FACE-MOUNTED SIMPSON HUCQ612 JOISTHANGERS. LVLS TO SIT ON TOP OFEXIST STEEL.FIRST FLOOREXIST BEARING WALL TO BEREMOVED AND EXIST TJIS TO BERESUPPORTED OFF OF LVLHEADERS WITH SIMPSON JOISTHANGERS.TRUENORTHPROJECTNORTHWWF12" CONC WALL REINFORCING2-#5 TOP AND BOTTOM#4 AT 18"oc VERT EACH FACE#4 AT 12"oc HORZ EACH FACE#4 DOWELSAT 12"oc4" CONT PVCWATERSTOPREINF WITH #5 AT 12"ocTOP AND BOTTOMEACH WAY30"2-#4CONT30"2"3/4" DIA.ANCHOR BOLT AT 12"oc8"PROVIDE AND INSTALLSILL ANGLE AS PERELEVATOR MFR'SREQUIREMENTS1'-0"MIN*1'-0"1'-0"6"1'-0"8"4'-0"PROVIDE DRILLED ANDEPOXIED #4 X 1'-6"DOWEL AT 12"ocBETWEEN EXISTINGSLAB AND NEW SLABAT CENTER OF SLAB3"THICKENED SLAB UNDERBEARING WALL BEYONDCOMPACTEDSTRUCTURALFILLCOMPACTED STRUCTURAL FILL**NOTE: IF ENCOUNTERED, OVEREXCAVATE ANY BLACK SLIGHTLY ORGANIC SAND AT SUBGRADE, TO AN ADDITIONAL DEPTH OF 6 INCHES.11116"1'-0"REINF. WITH 2-#5 VERT AT32"oc IN GROUTED CELLS WITH2 BARS AT EACH CORNER.PROVIDE DOWELS TO MATCH.8'-1" SLAB CUT AND PATCHMIRAFI 500X STRUCTURAL FILTER FABRICSUBGRADEKEYNOTES / GENERAL NOTES:DATE:JOB NO.SCALE:DRN BY:CHK BY:DRAWING NO.As indicatedP:\+PROJECTS\GNCB Directories\GNCB Named Directories\Amy\LOCAL REVIT FILES\2015\13166 Northampton Black Box Theater S15_VE_GNCB032.rvtS-10109/08/2015First Floor Framing PlanNORTHAMPTON ARTSTRUSTNORTHAMPTON, MAConstruction Documents13166AJJFN 1/8" = 1'-0"1FIRST FLOOR FRAMING PLAN 1" = 1'-0"3SECTION AT FIRST FLOOR CENTERLINE 1" = 1'-0"2SECTION AT ELEVATOR PIT
5EDCF33X6 T&GDECKING2X6 BEARING WALL(TYP)1'-9"CANT'L2X6 BEARING WALLWITH 1 1/4" RIM BOARD2X6 BEARINGWALL WITH 1 1/4"RIM BOARD ATEND OF JOISTS3/4" T&G PLYWOOD11 7/8" TJI 560 AT 16"oc (CONT)SEE TYPICAL TJI DETAILS ON S102CANT'L1'-5 1/8"8'-5 1/8"11 7/8" TJI 560AT 16"oc (CONT)3/4" T&GPLYWOODSUPPORT FRAMINGON 2X6 BEARINGWALLS WITH 1 1/4" RIMBOARD. PROVIDE (3)STUDS AT BEARINGLOCATIONS OFHEADERS/TRIMMERS1-1/2" DIA. HANGERRODS TO NEWROOF TRUSSFLOOR STEPSOPENOPENOPENOPENFRAMEOPENINGSWITH (2) 1 3/4"LVLHEADERS/TRIMMERS TOMATCH DEPTHOF JOISTS(TYP)N3N4OPENFOR ELEVW10X26+2XNAILER (3LOCATIONS)W8X21+2XNAILER (3LOCATIONS)11 7/8" LVL LEDGER ATMASONRY WALL (SEE TYPCMU DETAILS ON S401)CONT W8X31 + 2X NAILERMC8X22.8 STAIR STRINGERSWITH MITERED AND WELDEDCONNECTION TO EXTENDUNDER MEZZANINE TOHSS4X4X1/4 IN WALLS (2). SEEARCH FOR STAIR DIMENSIONAND INFO ON TREADS.NOTE: CURBSREQUIRED FORMECHANICALEQUIPMENT6'-1"NOTE: ATELEVATOR,PROVIDE (3)L4X3X1/4 LLVLINTEL ANGLESWITH 6" OFBEARING EACHEND + SILL ANGLEPER ELEVATORMANUFACTURERNOTE: SEE TYPICALDETAILS ON S102FOR INFORMATIONON TIMBER ANDHANGER DETAILS.3ACONT W8X31 + 2X NAILER8X88X8DECKING1'-4" CANT'L13'-2 7/8"9'-5 3/4"8'-10 3/8"8X88X88"8"3'-11 7/8"8"EQEQEQEQEQEQEQEQCANT'LFRAMINGEQEQALLOWABLE LIVE LOADAT MEZZANINE IS 50PSF.AREA TO BE POSTED FORALLOWABLE NUMBER OFPEOPLE.1'-9"1'-9"BLOCKBETWEENJOISTSSTAIRSTRINGERS(SEE ARCH)SUSPENDED FROMROOF JOISTAT STRUCTURALSTEEL WIDE FLANGE1/4221 1/2" DIA. HANGERROD WELDED L2 1/2 X2 1/2 X 1/4 X 0'-2 1/2"ANGLE1/2"221/41/41/4PLAN VIEW1 1/2" DIA. HANGER ROD WELDEDL2 1/2 X 2 1/2 X 1/4 X 0'-2 1/2"ANGLE (BEVEL TOP OF ANGLE TOMATCH SLOPE OF ROOF JOIST1/41/4TYPICAL TIMBER AT BEARING WALLTYPICAL TIMBER AT STEEL BEAM2 3/4" DECKING8XTIMBERWF + NAILERFASTEN NAILER WITH (2) 1/2"DIA. THRU-BOLTS AT 16"ocL4X4X1/4 X WIDTH OFWF + (2) 1/2" DIA. THRU-BOLTS AT BEAM AND (2)1/2" DIA. THRU-BOLTSTO WF EACH ANGLESIMPSON POST CAP(INSTALL PERMANUFACTURER'SRECOMMENDATIONS).SHIM GIRDER ASNECESSARY FOR TIGHTFITBUILT-UP POST IN2X6 WALL (5-2X6 TOEQUAL WIDTH OFTIMBER)8XTIMBER7 1/2"TIMBERS INSTALLED NEXT TOEACH OTHER ANDCANTILEVERED OVERSUPPORT AS SHOWN IN PLANOPENOPEN1 1/4" CONTRIM BOARD3/4" PLYWOODTJI (SEE PLANFOR SIZE)TYPICAL TJI AT BEARING WALLBLOCKINGBETWEEN JOISTS3/4" PLYWOODTJI (SEE PLANFOR SIZE)TYPICAL TJI AT STEEL BEAMSTEEL BEAM WITH 2XNAILER FASTENEDWITH (2) 1/2" DIA.THRU-BOLTS AT 16"oc3/4" PLYWOODTJI (SEE PLANFOR SIZE)TYPICAL TJI AT LVL HEADER/LEDGERFACE-MOUNTEDHANGER AT LVLHEADER OR TRIMMERINSTALLED PERMANUFACTURER'SREQUIREMENTS(FOR 11 7/8"TJI560 USESIMPSON IUS3.56/11.88FACE-MOUNTEDHANGER OR APPROVEDEQUIVALENT)CANT'L WITH BLOCKINGAT WALL (SEE PLAN)1.STRUCTURE IS NEW UNLESS LABELED WITH (E) OR"EXISTING."EW8X (E)2-W12X (E)1/4 3-121/4 3-12EXIST JOISTBEYOND BEARINGON EXISTING BEAMNAILER FASTENEDWITH 1/2" DIA. BOLTSAT 16"ocNEW WFPROVIDE BEARING PLATEFOR NEW W8X AT EACHEXISTING BEAMW4XREINFORCEMENTBEAMEXIST HSS4X BEYONDEXIST JOISTSCUT AND PATCHFLOOR AS REQUIREDTRUENORTHPROJECTNORTHKEYNOTES / GENERAL NOTES:DATE:JOB NO.SCALE:DRN BY:CHK BY:DRAWING NO.As indicatedP:\+PROJECTS\GNCB Directories\GNCB Named Directories\Amy\LOCAL REVIT FILES\2015\13166 Northampton Black Box Theater S15_VE_GNCB032.rvtS-10209/08/2015Mezzanine Plan and DetailsNORTHAMPTON ARTSTRUSTNORTHAMPTON, MAConstruction Documents13166AJJFN 1/8" = 1'-0"1MEZZANINE FRAMING PLANHANGER ROD DETAILS AT MEZZANINE/STAIRSTYPICAL TIMBER DETAILSTYPICAL TJI DETAILS 1 1/2" = 1'-0"5SECTION AT 1ST FLOOR W8X REINF.
15EDCBAF42EXISTING GABLE END BENT AEXISTING BENT BEXISTING BENT CEXISTING BENT DEXISTING BENT EEXISTING GABLE END BENT F3BUILDING CL3S-10440DLH SP140DLH SP240DLH SP140DLH SP140DLH SP228DLH SP428DLH SP540DLH SP340DLH SP328DLH SP6W10X15 TIE BEAM W10X15 TIE BEAM W10X15 TIE BEAM W10X15 TIE BEAM W10X15 TIE BEAM W10X15 TIE BEAM W16X36 W16X36 W10X15 TIE BEAM W10X15 TIE BEAMW10X15 TIE BEAM W10X15 TIE BEAM W10X15 TIE BEAM W10X15 TIE BEAM W10X15 TIE BEAM W10X15 TIE BEAM W16X36 W16X36 W10X15 TIE BEAM W10X15 TIE BEAMW10X15 TIE BEAMW10X15 TIE BEAMW10X15 TIE BEAMW10X15 TIE BEAMW10X15 TIE BEAMW10X15 TIE BEAMW10X15 TIE BEAMW10X15 TIE BEAMW10X15 TIE BEAMW10X15 TIE BEAM1.5WR 20GA ROOFDECK (MINIMUMTHREE-SPANCONTINUOUS).FASTEN DECK TOPURLINS PER ROOFDECK FASTENINGDIAGRAM.8" C PURLINS ATEACH BAY (E)S-1042S-1041NEW VESTIBULE HIGHAND LOW ROOFS. SEECALLOUT AND DETAILS.N1N2N3N4N5X-BRACINGWITH L4X4X1/2X-BRACINGWITH L4X4X1/4X-BRACINGWITH L4X4X1/4X-BRACINGWITH L4X4X1/4X-BRACINGWITH L4X4X1/41-1/2" DIA.HANGER RODTO NEW ROOFTRUSS FORMEZZANINE18'-4 3/4"AREA OF BLACK BOXTHEATER BELOWCANT'LCANT'LAREA OFPERFORMANCESPACE BELOWS-2001EAST WALLFRAMINGELEVATIONX-BRACINGWITH L4X4X1/4X-BRACINGWITH L4X4X1/4S-2002SOUTH WALLFRAMINGELEVATIONS-2012NORTH WALLFRAMINGELEVATIONS-2011WEST WALLFRAMINGELEVATIONELEVATOR +OVERRUN WITH1.5WR 22 GAROOF DECK.NOTE: W8X31 CANT'L DO NOT GETATTACHED TO EXISTING BENTS.ATTACH TO NEW ROOF JOISTS ONLY3AX-BRACINGWITH L4X4X1/44S-30028DLH SP63S-3002S-3002S-1033S-103S8X23HOIST BEAM3S-300SIMFUTURE W8X31FUTURE W8X311.STRUCTURE IS NEW UNLESS LABELED WITH (E) OR"EXISTING."15EDCBAF423N1N2N3N4N53ANOTES:1.GRAY AREA INDICATES: FASTEN ROOF DECKWITH #12 SCREWS AT 6"oc AT ALL EXISTINGPURLINS/GIRTS. IF PERIMETER DIMENSIONSHOWN DOES NOT TERMINATE AT EXISTINGPURLIN, EXTEND FASTENING PATTERN OUT TONEXT PURLIN.2.WHITE AREA INDICATES: FASTEN ROOF DECKWITH #12 SCREWS AT 12"oc AT ALL EXISTINGPURLINS/GIRTS.3.PROVIDE SIDE LAPS AT 36"oc.(MIN)10'-0"(MIN)10'-0"THIS BAYALL GIRTS/PURLINSTHIS BAYALL GIRTS/PURLINS(MIN)10'-0"(MIN)10'-0"TRUENORTHPROJECTNORTHOVERRUN (SEE ARCH)1.5WRROOF DECK+ ROOFINGPER ARCHSP61.5WR ROOF DECK +ROOFING PER ARCHMAX6"ELEVATORSHAFTBOND BEAMWITH 2-#5CONTINUOUS12" REINFORCEDCMU WALL (REINF.NOT SHOWN FORCLARITY)3/4" SHEAR STUD+ 3/8" X 3" X 0'-6"STEEL PLATE AT16"oc FOR DECKCONNECTIONEXIST ROOF C-PURLIN + NEWCLIP TO STEELFASTEN DECKPER SCREWPATTERNCUT EXIST PURLIN ANDCLIP TO CMU WITHANGLE AND TEKSCREWS1.5WRROOF DECK+ ROOFINGPER ARCH1.5WR ROOF DECK +ROOFING PER ARCHELEVATORSHAFTBOND BEAMWITH 2-#5CONTINUOUS12" REINFORCEDCMU WALL (REINF.NOT SHOWN FORCLARITY)3/4" SHEAR STUD+ 3/8" X 3" X 0'-6"STEEL PLATE AT16"oc FOR DECKCONNECTIONSP6 BEYONDHOIST BEAMWITHBEARING PERTYP DETAILL4X4X1/4 WITH 1/2" EXPANSIONANCHOR X 4" EMBED INGROUTED CELL AT 16"oc.FASTEN DECK TO ANGLE PERFASTENING DIAGRAM ON S-103.KEYNOTES / GENERAL NOTES:DATE:JOB NO.SCALE:DRN BY:CHK BY:DRAWING NO.As indicatedP:\+PROJECTS\GNCB Directories\GNCB Named Directories\Amy\LOCAL REVIT FILES\2015\13166 Northampton Black Box Theater S15_VE_GNCB032.rvtS-10309/08/2015Roof Framing PlanNORTHAMPTON ARTSTRUSTNORTHAMPTON, MAConstruction Documents13166JJS / AJJFN 1/8" = 1'-0"1ROOF FRAMING PLANROOF DECK FASTENING 1" = 1'-0"2ELEVATOR SECTION AT ROOF -PERPENDICULAR TO ROOF FRAMING 1" = 1'-0"3ELEVATOR SECTION AT ROOF -PARALLEL TO ROOF FRAMING
1ED3S-104OUTLINE OF LOW SLOPEFLAT ROOF ABOVEW10X26W10X26W6X9C10X20W6X9W10X26 + (1)W6X9 + (1)W6X9 + (1)W10X26 + (1)HSS10X4X1/2 W10X15C10X2014'-7 1/2"EQ 2EQ 21-1/4" DIA. ROD1-1/4" DIA. ROD1-1/4" DIA. ROD1-1/4" DIA. RODMOMENT CONNECTION(BOTH DIRECTIONS)MOMENTCONNECTION4S-1041-1/4" DIA. RODN3N4N5(2) C12X20.7 LOW (2 SPAN)OPEN1.5WR 20GA ROOF DECK(MINIMUM TWO-SPANCONTINUOUS). FASTENDECKING AT 12"oc1ED3S-104OUTLINE OF ROOFOVERHANG BELOWC10X20C10X20 (CONT)W6X9W10X26W6X9W6X9W6X9C10X20 (CONT)(2) C12X20.7 HIGH (2 SPAN)EQEQEQ4S-1041.5WR 20GA ROOF DECK(MINIMUM TWO-SPANCONTINUOUS). FASTENDECKING AT 12"ocL4X4X1/4INDICATES RODSUPPORT FOR LOWROOF (5 LOCATIONS)N3N4N5(X4)1C12X WELDED TOEXIST/NEWCOLUMN FLANGECOPED W6X WITH L3X3X1/4X0'-4" WELDED TO W10X AND C12X+ (2) 5/8" DIA. THRU-BOLTS INSLOTTED HOLES (TYP ALLW6X)C10XC10X BEYOND +WELDED TAB FOR PIPEROD + SHEARCONNECTION TO W10XC12X WELDED TOEXIST/NEWCOLUMN FLANGE1 1/2" ROOF DECK4S-104COPED L4X OUTRIGGER WITH 1/4"TAB WELDED TO C10X AND W10XSTIFFENER+ (1) 1/2" DIA. THRU-BOLTSIN SLOTTED HOLESW10X + FULL DEPTHSTIFFENERS FORCANOPY RODSL3X3X1/4X0'-4"SEAT ANGLEWELDED TO HSS5X1/4L6X6X5/16 TOP ANDBOTTOM WELDEDTO HSS5X + (2)L4X4X1/4X0'-6"WELDED TO HSS5XW10X + (2) 1/2" DIA.THRU-BOLTS ATWEB CONNECTION(2 LOCATIONS)L4X4X1/4X0'-6" WELDED TOC12X + (2) 5/8" DIA. THRUBOLTS TO W10X WEB INSLOTTED HOLESPROVIDE NO. 2 CLEVIS WITH 3/4"DIA. PIN AT TOP AND BOTTOM OFEACH TENSION RODAPPROXIMATEEXISTING GIRTLOCATION3S-104C10X + ANGLESHEARCONNECTIONW6X AND ANGLE L4XOUTRIGGERS BEYOND WITHSHEAR CONNECTIONSC10X + ANGLESHEARCONNECTIONC10X WITH W10X BEYONDWITH FULL-DEPTHSTIFFENERS FOR 1 1/4" DIA.RODS TO LOWER CANOPYC10X + ANGLE SHEARCONNECTION + WELDEDTAB FOR 1 1/4" DIA. RODW10X + MOMENTCONNECTION TO HSS5XW6X WITH SHEARCONNECTIONSW10XHSS10X FULLYWELDED TO HSS5XCOLUMNS (EACH END)PROVIDE NO.2 CLEVIS WITH 3/4"DIA. PIN AT TOP AND BOTTOM OFEACH TENSION RODL6X6X5/16 TOP ANDBOTTOM WELDED TOHSS5X + (2) L3X2X1/4X0'-6" WELDED TO HSS5XWITH (2) 1/2" DIA. THRU-BOLTS1.STRUCTURE IS NEW UNLESS LABELED WITH (E) OR"EXISTING."TRUENORTHPROJECTNORTHKEYNOTES / GENERAL NOTES:DATE:JOB NO.SCALE:DRN BY:CHK BY:DRAWING NO.As indicatedP:\+PROJECTS\GNCB Directories\GNCB Named Directories\Amy\LOCAL REVIT FILES\2015\13166 Northampton Black Box Theater S15_VE_GNCB032.rvtS-10409/08/2015Entry Vestibule Plans and DetailsNORTHAMPTON ARTSTRUSTNORTHAMPTON, MAConstruction Documents13166AJJFN 1/4" = 1'-0"1LOW VESTIBULE ROOF 1/4" = 1'-0"2HIGH VESTIBULE ROOF 3/4" = 1'-0"3VESTIBULE ROOF SECTION 1 3/4" = 1'-0"4VESTIBULE ROOF SECTION 2
EDCBAFN1N2N3N4N5W10X TIE BEAMW10X TIE BEAMW10X TIE BEAMW10X TIE BEAMW10X TIE BEAMW10X TIE BEAMW10X TIE BEAMW10X TIE BEAMW10X TIE BEAMW10X TIE BEAMEXISTING BENT COLUMN + REINFORCEMENTEXISTING BENT COLUMN + REINFORCEMENTEXISTING BENT COLUMN + REINFORCEMENTEXISTING BENT COLUMN + REINFORCEMENTEXISTING BENT COLUMN + REINFORCEMENTEXISTING BENT COLUMN + REINFORCEMENTW8XW8XW8XW8XW8XC8X11.5 BRACED FRAME GIRTL4X4X1/4 BRACEL 4 X 4 X 1 /4 B R A C E
L 4 X 4 X 1 /4 B R A C E
L4X4X1/4 BRACEC8X11.5 BRACED FRAME GIRTL4X4X1/4 BRACEL 4 X 4 X 1 /4 B R A C E L4X4X1/4 BRACEL 4 X 4 X 1 /4 B R A C E FIRST FLOORFFE 2'-0"REINFORCE EXISTING COLUMN BASE AT NEW BRACED FRAME PER TYPICAL DETAIL ON S2002-SPAN CHANNEL SPANDRALS FOR VESTIBULEFRAMING AND WINDOW FRAMING (SEE VESTIBULFRAMING PLANS AND DETAILS FOR SIZE)INDICATES EXIST WALLGIRT SPANNING BETWEENEXISTING BENT COLUMNS.CREATE NEW CONNECTIONSTO NEW STRUCTURE.FRAME NEW OPENINGSPER TYPICAL DETAILSON S200 (SEE ARCHFOR WINDOWLOCATIONS AND SIZE)RELOCATEDEXIST GIRTSREMOVE EXIST GIRTUP TO THIS POINT15423C8X11.5 BRACED FRAME GIRTL4X4X1/4 BRACEL4 X 4 X 1/4 B R A C E
EXISTING BENT COLUMN + REINFORCEMENTEXISTING BENT COLUMN + REINFORCEMENTEXISTING BENT COLUMNEXISTING BENT COLUMNC8X11.5 BRACED FRAME GIRTL4X4X1/4 BRACEL4X4X1/4 BRACEEXISTING BENTFIRST FLOORFFE 2'-0"BASEMENTFFE -8 9 7/8"REINFORCE EXISTING COLUMN BASE AT NEW BRACED FRAME PER TYPICAL DETAIL ON S200REINFORCE EXISTING COLUMN BASE ATNEW BRACED FRAME PER TYPICAL DETAILON S400FRAME NEW OPENINGSPER TYPICAL DETAILSON S200 (SEE ARCHFOR WINDOWLOCATIONS AND SIZE)NOTE: EXTERIOR STAIRS NOT SHOWN FOR CLARITY3AEXISTING BENT COLUMNEXISTING BENT COLUMNL4X4X1/4 BRACEL4X4X1/4 BRACEL4X 4 X 1 /4 B R A C E L4X4X1/4 BRACEINDICATES EXIST WALL GIRTSPANNING BETWEEN EXISTINGBENT COLUMNS.REUSEEXISTOPENINGRELOCATEEXIST GIRTNEW COLUMNEXIST COLUMN(4) NEW 8" X 18GAGECHANNELS (WITH MIN3" FLANGES) WITHEND CLIPS, ASSHOWN, FASTENEDTO EXISTING GIRTS.USE STUD SECTIONS,NOT TRACK. SEEELEVATIONS FORORIENTATION OF NEWFRAMING.NEW OPENING.SEE ARCH.EXIST GIRTEXIST GIRTEXISTING GIRTSARE COPEDAROUND COLUMNFLANGE ANDFASTENED TOCOLUMN WED WITHANGLE CLIPCUT EXIST GIRTS TO INSTALLNEW STRUCTURE ANDPROVIDE NEW CLIPCONNECTIONSCOORDINATE NEW WINDOW FRAMING WITH WINDOW AND SIDING MANUFACTURERS TO FINALIZEDIMENSIONS AND LOCATIONS.1.STRUCTURE IS NEW UNLESS LABELED WITH (E) OR"EXISTING."EXISTING COLUMNWITH BASE PLATE +2 ANCHOR BOLTS(2) NEW L4X4X1/2X0'-8" WELDED TO COLUMNFLANGE + (1) 1" DIA. EPOXY ANCHOR WITH 1'-0"EMBED IN EXISTING CONC WALL (ONE EITHERSIDE OF COLUMN). ANGLE TO BE LOCATEDABOVE EXISTING ANCHOR BOLT HEADEXISTING CONCFOUNDATION WALLKEYNOTES / GENERAL NOTES:DATE:JOB NO.SCALE:DRN BY:CHK BY:DRAWING NO.As indicatedP:\+PROJECTS\GNCB Directories\GNCB Named Directories\Amy\LOCAL REVIT FILES\2015\13166 Northampton Black Box Theater S15_VE_GNCB032.rvtS-20009/08/2015Wall Framing ElevationsNORTHAMPTON ARTSTRUSTNORTHAMPTON, MAConstruction Documents13166AJJFN 3/16" = 1'-0"1EAST WALL FRAMING ELEVATION 3/16" = 1'-0"2SOUTH WALL FRAMING ELEVATIONNEW WINDOW FRAMINGEXISTING COLUMN BASE PLATE REINFORCEMENTAT NEW BRACED FRAMES
15423C8X11.5 BRACED FRAME GIRTEXISTING BENT + REINFORCEMENTEXISTING BENTEXISTING BENTBASEMENTFFE -8 9 7/8"EXISTING BENT + REINFORCEMENTL4X4X1/4 BRACEL4X4X1/4 BRACEC8X11.5 BRACED FRAME GIRTL4X4X1/4 BRACEFIRST FLOORFFE 2'-0"REINFORCE EXISTINGCOLUMN BASE AT NEWBRACED FRAME PERTYPICAL DETAIL ON S200REINFORCE EXISTING COLUMNBASE AT NEW BRACED FRAMEPER TYPICAL DETAIL ON S200C10X30C8X11.5C8X11.5NEW ROLL-UPDOOR (SEE ARCHFOR MOREINFORMATION)3AEXISTING BENTEXISTING BENTEXISTING BENTL 4 X 4X 1/4 B R A C E
L4 X 4X 1/4 B R A C EL4X4X1/4 BRACEL4X4X1/4 BRACEL4X4X1/4 BRACEREUSEEXISTOPENINGINDICATES EXIST WALLGIRT SPANNING BETWEENEXISTING BENT COLUMNS.FRAME NEWOPENINGS PERTYPICAL DETAILS ONS200 (SEE ARCH FORWINDOW LOCATIONSAND SIZE)REUSEEXIST GIRTEDCBAFN1N2N3N4N5BASEMENTFFE -8 9 7/8"W10X TIE BEAMW10X TIE BEAMW10X TIE BEAMW10X TIE BEAMW10X TIE BEAMW10X TIE BEAMW16XW16XW10X TIE BEAMW10X TIE BEAMEXISTING BENT COLUMN + REINFORCEMENTEXISTING BENT COLUMN + REINFORCEMENTEXISTING BENT COLUMN + REINFORCEMENTEXISTING BENT COLUMN + REINFORCEMENTEXISTING BENT COLUMN + REINFORCEMENTEXISTING BENT COLUMN + REINFORCEMENTC8X11.5 BRACED FRAME GIRTL4X4X1/4 BRACEL 4 X 4 X 1 /4 B R A C E
L 4 X 4 X 1 /4 B R A C E
L4X4X1/4 BRACEC8X11.5 BRACED FRAME GIRTL4X4X1/4 BRACEL 4 X 4 X 1 /4 B R A C E
L 4 X 4 X 1 /4 B R A C E
L4X4X1/4 BRACEREINFORCE EXISTING COLUMN BASE AT NEW BRACED FRAME PER TYPICAL DETAIL ON S200FRAME NEWWINDOWS PERTYPICAL DETAILS ONS200 (SEE ARCH FORWINDOW LOCATIONSAND SIZE)INDICATES EXIST WALLGIRT SPANNINGBETWEEN EXISTINGBENT COLUMNS.CREATE NEWCONNECTIONS TO NEWSTRUCTURE.EQEQNEW GIRT LINE FOREXTERIOR PANELATTACHMENT1.STRUCTURE IS NEW UNLESS LABELED WITH (E) OR"EXISTING."KEYNOTES / GENERAL NOTES:DATE:JOB NO.SCALE:DRN BY:CHK BY:DRAWING NO.As indicatedP:\+PROJECTS\GNCB Directories\GNCB Named Directories\Amy\LOCAL REVIT FILES\2015\13166 Northampton Black Box Theater S15_VE_GNCB032.rvtS-20109/08/2015Wall Framing ElevationsNORTHAMPTON ARTSTRUSTNORTHAMPTON, MAConstruction Documents13166AJJFN 3/16" = 1'-0"2NORTH WALL FRAMING ELEVATION 3/16" = 1'-0"1WEST WALL FRAMING ELEVATION
1/4" 4"W10x TIE BEAM121 1/2+/-STABILIZER PLATEX-BRACING + END CONNECTORPLATE & BOLTS.JOIST GIRDER.8 1/2" PURLINSMATCH EXISTING STEELGIRDER SLOPE ~ TYPICALOSHA BOLTS REQUIRED3/4" NON-SHRINK GROUT3/4"5"5"W8x COLUMNSEMBED7 1/2"EXISTING 10" CONCRETEFOUNDATION WALL4-3/4" DIA HILTI HIT HY200EPOXY ANCHORS.1 1/2" ROOF DECKNOTE: TAKE DOWN WALLGIRTS TO INSTALL NEW W8XCOLUMNS AND THENREINSTALL WALL GIRTSCHANNEL GIRTS WITHSLOTS FOR WALL BRACINGNEW WALLSYSTEM BYARCH. ATTACHNEW SYSTEMBACK TO EXISTWALL GIRTS(SEE ARCH)1"EXIST W8X AT EAST SIDE OFFIRST FLOOR POCKETEDINTO CONC FND WALLANEW COLUMN SHOULDLAND ADJACENT TO EXIST GIRDERA1/4" 4"W8x TIE BEAM+ PLATESTABILIZER PLATESOSHA BOLTSREQUIRED.JOIST GIRDER.8 1/2" PURLINS.1 1/2" ROOF DECKW10x COLUMN +5/8" CAP PLATEREUSE EXISTING PURLINS (8 1/2"x3")121 1/2+/-121 1/2+/-JOIST GIRDER TIE PLATECONT RIDGE PLATE 24"x14 GAGE WITH8-#12 SCREWS EACH LEG TO ROOFDECK (16 SCREWS PER PLATE)JOIST GIRDER.
.8 1/2" PURLINS.1 1/2" ROOF DECKREUSE EXISTINGPURLINS (8 1/2"x3")REUSE EXISTINGPURLINS (8 1/2"x3")121 1/2+/-MID SPAN JOISTGIRDER BRACINGPER MANUF.NEW 4x4x1/4 CONN CLIPS (TYPAT NEW JOIST GIRDERS ANDAT EXISTING BENT GIRDERS).FASTEN TO PURLINS/GIRDERSWITH 4-#10 SCREWS EACH LEGHANGER PLATES 5/8"x8"x0'-8" ATBOTTOM CHORD PANEL POINTSHANGER LOADS SEEJOIST GIRDER SCHEDULE3/8" 6"AT ALL BOTTOMCHORD PANEL POINTS:FUTURE GRID HANGERBEAMS1.STRUCTURE IS NEW UNLESS LABELED WITH (E) OR"EXISTING."1GRADEBELOW GRADE4'-0" MIN6"8"6"1'-8"1'-0"1'-0"2X4 KEY3-#5 CONTTYP 8" CONC WALLREINFORCE WITH:#4 AT 12"oc HORIZ#4 AT 18"oc VERTCENTER OF WALL(ALTERNATE BOTTOM LEG OFVERT REBAR AS SHOWN)2'-0" X 2'-0" #4 DOWEL6X6 W2.0XW2.0 WWFAT CENTER OF SLAB2-#5 T&B4"#4 X 0'-10" DOWEL DRILLED ANDEPOXIED INTO EXISTFOUNDATION AT 18"ocCOMPACTEDSTRUCTURALFILL2"3"1 1/2"11 3/4"HSS5X WITH 3/4"BASEPLATE + (4)5/8" EXPANSIONBOLTS WITH 6"EMBEDBUILDING STRUCTURENOT SHOWN FORCLARITY5 1/2"LEDGE2"4'-0" MIN6"8"6"1'-0"RETURN WALLAND FOOTINGBEYOND3'-0"#4 DOWEL DRILLED ANDEPOXIED INTO EXISTFOUNDATION AT TOP ANDBOTTOM OF WALL (TYP)5"8"1'-0"8"VAPOR BARRIERCOMPACTEDSTRUCTURALFILL1" RIGIDINSULATION.SEE ARCHFOR INFOONTHERMALBREAK.SEE ARCH FOR FINISHTREAD AND RISERDETAILS1'-0"MIRAFI 500X STRUCTURAL FILTER FABRICKEYNOTES / GENERAL NOTES:DATE:JOB NO.SCALE:DRN BY:CHK BY:DRAWING NO.As indicatedP:\+PROJECTS\GNCB Directories\GNCB Named Directories\Amy\LOCAL REVIT FILES\2015\13166 Northampton Black Box Theater S15_VE_GNCB032.rvtS-30009/08/2015Sections and DetailsNORTHAMPTON ARTSTRUSTNORTHAMPTON, MAConstruction Documents13166JJSJFN 1" = 1'-0"3SECTION 1" = 1'-0"4SECTION 1" = 1'-0"2SECTION 3/4" = 1'-0"1SECTION AT EAST ENTRANCE
16 DIA.WALL INTERSECTIONSENDS OF WALLSWALL CORNERS16 DIA.16 DIA.HOOK ALL HORIZ.REINFORCEMENTAS SHOWN ORPROVIDE HOOKEDSPLICE BARS (TYP)T/6TT/3T/3CONSTRUCTION JOINT75'-0" O.C.MAXHORIZ. REINFORCEMENTCONT. THROUGH JOINT1-#6 VERT16 DIA.WALL INTERSECTIONSENDS OF WALLSWALL CORNERS16 DIA.16 DIA.HOOK ALL HORIZ.REINFORCEMENTAS SHOWN ORPROVIDE HOOKEDSPLICE BARS (TYP)T/6TCONSTRUCTION JOINT75'-0" O.C.MAXHORIZ. REINFORCEMENTCONT. THROUGH JOINT16 DIA.40 DIA.T/3T/340 DIA.U-BARS TOMATCH HORIZ.REINFOCEMENT2-#6 VERTNEW/EXIST BEAM TONEW/EXISTINGCOLUMN FLANGENEW SEATCONNECTION WITHTOP CLIP STABILIZERNEW/EXISTBEAMNEW SEATCONNECTION WITHTOP CLIP STABILIZERNEW BEAMNEW BEAM TONEW/EXISTINGCOLUMN WEBEXISTING BEAM TONEW HSS COLUMNNEW SEATCONNECTION WITHTOP CLIP STABILIZEREXISTING BEAMTEMP.SHORESHORE AND CUT EXISTING BEAMAND RESUPPORT OFF OF NEWHSS. SEE PLANS FOR SIZES.NEW HSS COLUMNBEARING ON NEW GIRDERNOTE: CONNECTIONS TO BE DESIGNED BY FABRICATOR. STIFFEN AS REQUIRED.NEW BEAM BEARINGON EXISTING BEAMEXIST JOIST1/4CUT AND PATCH FLOOR AS REQUIREDFOR COLUMN/BEAM INSTALLATION3/4" BASE PLATEWITH (4) 3/4" DIA.THRU-BOLTSBLOCKING TO ATTACHNEW PLYWOODFASTENED TO TOPBEAM FLANGE WITH (2)1/2" DIA. THRU-BOLTSAT 16"oc (NOT SHOWNFOR CLARITY)1/4EXIST JOISTBEYOND BEARINGON EXISTING BEAMNAILER FASTENED WITH1/2" DIA. BOLTS AT 16"oc(NOT SHOWN)CUT AND PATCH FLOORAS REQUIRED FORBEAM INSTALLATIONNEW WFNEW 2X6 BEARINGWALLSUPPORTINGMEZZANINE. SILLPLATE TO BEPLACED ON TOPOF FLOOR DECKL4X3 BEYOND AT EXISTING WF(SEE TYPICAL CONNECTIONSBETWEEN NEW AND EXISTINGSTEEL FRAMING).EXISTINGJOISTSCUT AND PATCH FLOOR ASREQUIRED FOR BEAM INSTALLATIONNEW FINISHES(SEE ARCH)(3) LVLS + (2) SIMPSON SDW22X 3 3/8" T&B AT 12"oc EACHSIDE OF BUILT-UP MEMBEREXIST WF + NEW WEBSTIFFENERS EITHERSIDE AT BEAM BEARINGFULL BEARINGON TOP FLANGEEXISTING FLOORFRAMING BEYONDNEW LVLS1"3"1"L4X3X1/4LLH X 0'-5"WITH (4) 1/2" DIA.THRU-BOLTS TOEXISTING BEAMFLANGE + (2) 1/2"DIA. THRU-BOLTSTHRU BUILT-UP LVLBEAMTHICKEN SLAB UNDER ALLSTUD WALLS OCCURRING ONSLABS ON GRADETYP EPOXYDRILLED1/2" DIATHREADEDROD WITH MIN5" EMBEDAT 48"ocTYPICAL.2-#46" BEARING WALL.STUD SPACING16"oc ALIGN WITHFLOOR JOISTSABOVE4 5 .0 0 °CUT EXIST SLAB TO PLACE TURNDOWNAND NEW SLAB OF SAME DEPTHPROVIDE DRILLED ANDEPOXIED #4 X 1'-6"DOWEL AT 12"ocBETWEEN EXISTING SLABAND NEW SLAB ATCENTER OF SLAB. EMBED6" INTO EXIST SLABCOMPACTEDSTRUCTURAL FILL8"2'-0"8"6"1'-0"MIRAFI 500XSTRUCTURALFILTER FABRIC1.STRUCTURE IS NEW UNLESS LABELED WITH (E) OR"EXISTING."NEW COLUMNBASE PLATE 3/4"x16"x1'-4"(12" GAGE BOLTS)4-3/4" DIA.x8"ANCHOR BOLTS8"3/4" NON-SHRINK GROUTSLAB INFILL TO MATCHEXISTING SLABFOOTING1'-0"5-#6 E.W. BOTTOM1'-0"2'-0"2'-0"1'-0"MIN*1'-0"MIRAFI 500X STRUCTURALFILTER FABRIC (ORAPPROVED EQUIVALENT)COMPACTEDSTRUCTURAL FILL*116'-0"6'-0"B.O.F. ELEV -SEE PLAN*NOTE: IF ENCOUNTERED, OVEREXCAVATE ANY BLACK SLIGHTLY ORGANIC SAND AT SUBGRADE, TO AN ADDITIONAL DEPTH OF 6 INCHES.EXIST HSS TO REMAIN. SHORE HSSTO REMOVE EXIST CONC PAD ANDPROVIDE NEW ANCHORED BASEPLATE WITH NON-SHRINK GROUTPAD TO NEW FOOTING6" MINSUBGRADEDD/4SAW CUT AS SOONAS CONCRETE WILLNOT RAVEL (24 HRSMAX)WWF1 1/2" CLRKEYNOTES / GENERAL NOTES:DATE:JOB NO.SCALE:DRN BY:CHK BY:DRAWING NO.As indicatedP:\+PROJECTS\GNCB Directories\GNCB Named Directories\Amy\LOCAL REVIT FILES\2015\13166 Northampton Black Box Theater S15_VE_GNCB032.rvtS-40009/08/2015Typical DetailsNORTHAMPTON ARTSTRUSTNORTHAMPTON, MAConstruction Documents13166AuthorCheckerTYPICAL CONCRETE WALL REINFORCING - WALLSLESS THAN 10" THICKTYPICAL CONCRETE WALL REINFORCING - WALLS10" THICK OR THICKERTYPICAL CONNECTIONS BETWEEN NEW ANDEXISTING STEEL FRAMINGBEARING WALL SUPPORTED ON LVLSTYPICAL LVL BEAM BEARING ON EXISTING STEELTYPICAL THICKENED SLAB DETAILTYPICAL NEW ISOLATED FOOTING DETAILSTYPICAL SLAB ON GRADE CONTROL JOINTDETAIL
CODES1.CODE OF MASSACHUSETTS REGULATIONS CMR 780 8TH EDITION.2.INTERNATIONAL EXISTING BUILDING CODE 20093.AMERICAN INSTITUTE OF STEEL CONSTRUCTION “SPECIFICATIONS FORSTRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND LOADRESISTANCE FACTOR DESIGN” (AISC)4.AMERICAN CONCRETE INSTITUTE “BUILDING CODE REQUIREMENTS FORSTRUCTURAL CONCRETE” - ACI 318-02 (ACI)BUILDING DESIGN LOADSDESIGN LIVE LOADSASSEMBLY, STAIRS CORRIDORS AND LOBBIES:100PSFTENSION GRID AT BLACK BOX: 20PSFMEZZANINE:50PSFSTORAGE:125PSFMECHANICAL:125PSFSNOW LOADSGROUND SNOW LOAD: Pg = 55IMPORTANCE FACTOR: Is = 1.0SNOW EXPOSURE FACTOR: Ce = 1.0THERMAL FACTOR:Cr = 1.0WIND LOADSBASIC WIND SPEED (3 SEC GUST):100 MPHWIND EXPOSURE CATEGORY:BWIND IMPORTANCE FACTOR:Iw= 1.00SEISMIC LOADSSPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS:Ss=0.224SPECTRAL RESPONSE ACCELERATION AT ONE-SECOND PERIODS:S1=0.066SEISMIC USE GROUP:IISEISMIC DESIGN CATEGORY: BSITE CLASS:DANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE METHODLATERAL LOAD RESISTING SYSTEMS:STRUCTURAL STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE R=3.0Cd=3FOUNDATIONS1.ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL ORCONTROLLED STRUCTURAL FILL HAVING AN ALLOWABLE BEARING VALUE OF 2TONS PER SQUARE FOOT TOTAL LOAD PRESSURE AND SHALL BEAR LEAST 4'-0”BELOW FINISH GRADE WHERE EXPOSED TO FREEZING PER GNCB LETTERREPORT DATED SEPTEMBER 9, 2015.2.ELEVATIONS OF THE BOTTOM OF FOOTING SHOWN ON PLANS ARE FOR BIDDINGPURPOSES AND SHALL BE LOWERED IF NECESSARY TO THE REQUIREDBEARING MATERIAL AS FOUND UPON EXCAVATION. IF THE REQUIRED BEARINGMATERIAL IS NOT ENCOUNTERED AT ELEVATIONS SHOWN, NOTIFY ENGINEERIMMEDIATELY.3.FOR SLAB ON GRADE AREAS WITHIN BUILDING PERIMETER, REMOVE ALLSURFACE TOPSOIL, PAVEMENT, AND OTHER UNSUITABLE MATERIALS. EXISTINGGRANULAR MATERIAL MAY BE LEFT IN PLACE PROVIDED IT IS RECOMPACTEDWITH A MINIMUM OF SIX PASSES OF 10 TON VIBRATORY ROLLER. ANYREMAINING FILL REQUIRED TO UNDERSIDE OF SLAB SHALL BE COMPACTEDSTRUCTURAL FILL.4.FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABSAND SLAB ON GRADE BRACING THESE WALLS LATERALLY AGAINST EARTHPRESSURE, WIND AND OTHER LATERAL FORCES ARE IN PLACE.5.STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. PROVIDESLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALL.REINFORCED CONCRETE1.ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS PER ACI 318 ANDSHALL BE NORMAL WEIGHT (UNLESS INDICATED AS LIGHT WEIGHT ON PLANS) AIRENTRAINED WITH A 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS:WALLS AND FOUNDATIONS 3000 PSIINTERIOR SLABS ON GRADE3500 PSIEXTERIOR SLABS ON GRADE4500 PSI2.ALL REINFORCING BARS SHALL BE HIGH STRENGTH DEFORMED BARS ASTM A 615 - GRADE 60 U.N.O.3.REINFORCING BARS FOR WELDING TO STRUCTURAL STEEL SHALL BE ASTM A706WELDABLE REINFORCING.4.DETAIL ALL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL - 1988." SHOW ONTHE PLACING DRAWINGS THE NUMBER AND LOCATION OF ALL BAR SUPPORTS ANDACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN POSITIONS INDICATED.5.MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISEINDICATED SHALL BE:CONCRETE POURED AGAINST EARTH:3"CONCRETE POURED IN FORMS BUTEXPOSED TO EARTH OF WEATHER:BARS #5 AND SMALLER1 - 1/2"BARS LARGER THAN #52"COLUMNS BEAMS AND GIRDERS:1 - 1/2"SLABS, WALLS NOT EXPOSED TOEARTH OR WEATHER:3/4" 6.NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED ORAPPROVED BY THE STRUCTURAL ENGINEER. REBAR DEVELOPMENT / SPLICELENGTH SHALL BE AS SHOWN BELOW UNLESS OTHERWISE NOTED. VALUES SHOWNARE IN INCHES. MAKE ALL BARS CONTINUOUS AROUND CORNERS.7.WIRE MESH REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND ENDLAPS, AND SHALL BE WIRED TOGETHER. PROVIDE ADEQUATE SUPPORTS FORMESH TO INSURE ITS LOCATION AS SHOWN ON DRAWINGS.8.CONDUITS AND PIPES SHALL BE PLACED ABOVE BOTTOM BARS AND BELOW TOPBARS AND SHALL NOT EXCEED 1/3 THE CONCRETE THICKNESS AT ANY CROSSSECTION. PARALLEL RUNS SHALL BE SPACED A MINIMUM OF 3 DIAMETERS ONCENTER. NO ALUMINUM OR COATED CONDUIT PIPE SHALL BE USED.STRUCTURAL STEEL1.ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS NOTEDOTHERWISE ON THE DRAWINGS:ROLLED WIDE FLANGE SECTIONS:ASTM A572 OR A992, GRADE 50ALL OTHER ROLLED SECTIONS: ASTM A36TUBULAR SECTIONS:ASTM A500, GRADE BPIPE SECTIONS:ASTM A53, GRADE BANCHOR RODS:ASTM F1554, GRADE 55MISC.. PLATES ANDASTM A36CONNECTION MATERIALS:2.STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED INACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS,ASD OR LRFD AND THE AISC CODE OF STANDARD PRACTICE.3.ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE CURRENT SPECIFICATIONSFOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS AS ENDORSED BYAISC. ALL BEAM TO COLUMN CONNECTIONS SHALL BE MADE WITH HIGH STRENGTHBOLTS AND SHALL BE FULLY TENSIONED. ALL OTHER HIGH STRENGTH BOLTEDCONNECTIONS MAY BE SNUG TIGHT UNLESS NOTED AS SLIP CRITICAL ONDRAWING.4.UNLESS SPECIFICALLY NOTED, STEEL DETAILS SHOWN ON THE DRAWINGS AREFOR CONCEPT ONLY AND DO NOT INDICATE THE REQUIRED NUMBER OF BOLTS,SIZE OF WELD, ETC.5.ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICANWELDING SOCIETY (AWS) STRUCTURAL WELDING CODE - STEEL D1.1, LATESTEDITION. USE E70XX ELECTRODES UNLESS NOTED OTHERWISE.6.ALL STEEL DECK SHALL BE DETAILED, ERECTED AND FASTENED IN ACCORDANCEWITH THE MANUFACTURER'S SUGGESTED SPECIFICATIONS AND THE CURRENTSTEEL DECK INSTITUTE SPECIFICATIONS.7.PROVIDE ALL PLATES, CLIP ANGLES, CLOSURE PIECES, STRAP ANCHORS,MISCELLANEOUS PIECES, AND HOLES REQUIRED TO COMPLETE THE STRUCTURE.8.STEEL JOISTS AND BRIDGING SHALL BE DESIGNED, FABRICATED, AND ERECTED INACCORDANCE WITH STEEL JOIST INSTITUTE, SJI, SPECIFICATIONS.9.STEEL JOISTS AND BRIDGING SHALL BE DESIGNED FOR A MIN NET UPLIFT OF 15PSF U.N.O.10.ALL LINTELS SHALL HAVE 6” MINIMUM BEARING EACH END UNLESS NOTEDOTHERWISE.11.ALL STEEL EXPOSED TO WEATHER, INCLUDING LINTELS IN EXTERIOR WALLSSHOULD BE HOT DIP GALVANIZED U.N.O.WOOD1.ALL FRAMING LUMBER SHALL BE DRY (19% MAXIMUM MOISTURE CONTENT) SPFU.N.O. PRESSURE TREATED SOUTHERN PINE SHALL BE USED FOR GROUNDCONTACT, SILL PLATES, OR EXTERIOR USE.STUDS SHALL BE STUD GRADE OR BETTERALL OTHER MEMBERS SHALL BE NO. 2 OR BETTER.FOR EXPOSED FRAMING SEE ARCHITECTURAL DRAWINGS FORADDITIONAL REQUIREMENTS.2.WHERE FRAMING CLIPS OR JOISTS HANGERS ARE USED, NAILING SHALL BE ASPER MANUFACTURER'S RECOMMENDATIONS.3.METAL CONNECTOR HARDWARE SHOWN ON PLANS AND DETAILS ARE SIMPSONSTRONG-TIE CONNECTORS AND ARE SELECTED FOR LOAD REQUIREMENTS.SUBSTITUTION IS PERMITTED IF LOAD CAPACITIES OF ALTERNATE ARE OFEQUAL OR GREATER CAPACITY THAN COMPARABLE SIMPSON CONNECTOR.FASTENING SHALL BE PER MANUFACTURER'S REQUIREMENTS.ENGINEERED WOOD1.ALL ENGINEERED LUMBER SHALL HAVE THE FOLLOWING MINIMUM DESIGNPROPERTIES:2.TJIS TO BE TRUSJOIST PRODUCTS. ALTERNATIVE PRODUCTS MAY BE USED IFPROPERTIES ARE EQUIVALENT OF THAT OF TRUSJOIST. SUBSTITUTIONS MUST BEAPPROVED BY ENGINEER.ENGINEERED WOOD PROPERTIES2600LVL2510Fb(psi)Fc PARR(psi)750285Fc PERP(psi)Fv(psi)1.9E6E(psi)GENERAL1.CODE OF MASSACHUSETTS REGULATIONS CMR 780 8TH EDITION ANDSUPPLEMENTS.2.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING AND BRACING TOMAINTAIN THE STABILITY, SAFETY, AND LATERAL LOAD RESISTANCE OF THE BUILDINGAND ITS INDIVIDUAL COMPONENTS THROUGHOUT CONSTRUCTION.3.DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURALDRAWINGS.4.THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALLOPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGSNOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT ANDENGINEER.5.FOR RENOVATIONS AND ADDITIONS, THE CONTRACTOR SHALL VERIFY ALLDIMENSIONS AND EXISTING CONDITIONS AND NOTIFY THE STRUCTURAL ENGINEER OFANY DISCREPANCIES PRIOR TO PERFORMING WORK.6.DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE GENERALLY OBTAINEDFROM THE ARCHITECT AND ARE INCLUDED AS INFORMATION COMPLEMENTARY TOTHE ARCHITECTURAL DRAWINGS. LAYOUT OF BUILDING FOUNDATIONS OR OTHERITEMS MAY BY MADE USING THE DIMENSIONS SHOWN ON THE STRUCTURALDRAWINGS ONLY IF THE CONTRACTOR HAS COMPARED THESE DRAWINGS WITH THEARCHITECTURAL DRAWING AND HAS RECEIVED CLARIFICATION, FROM THEARCHITECT, REGARDING ANY ERRORS, INCONSISTENCIES, OR OMISSIONS.7.SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATER/DAMP-PROOFING AND FIREPROOFING REQUIREMENTS.WOOD DECKING1.WOOD DECK SHALL BE TONGUE AND GROOVED LAMINATED OFDOUGLAS FIR/LARCH IN DECORATIVE GRADE.E = 1.8x106/ PSIFb = 1650 PSI (REPETITIVE USE)2.DECKING TO BE INSTALLED IN RANDOM LENGTH CONTINUOUS LAY-UP (2-SPAN CONTINUOUS MINIMUM).3.DECKING SHALL BE FACE NAILED TO SUPPORTING BEAMS WITH 20dOR 30d COMMON OR RING SHANK NAILS. NAIL ADJACENT COURSESOF DECK WITH 8d NAILS AT 30” O.C. OFFSET ALTERNATE COURSESBY 15”. SLANT NAIL WITHIN 12” OF EACH END OF JOINT.POST-INSTALLED FASTENERS AND ANCHORS1.ALL HOLES INTO MASONRY OR CONCRETE WALLS FOR PROPRIETARYANCHORING SYSTEMS SHALL BE DRILLED AND CLEANED IN STRICTACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.2.ALL PROPRIETARY ANCHORING SYSTEMS SHALL BE INSTALLED IN STRICTACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND USING ALLRECOMMENDED ACCESSORIES AND SUPPLEMENTAL COMPONENTS SUCH ASSCREEN TUBES, WASHERS, ETC.3.ALL HOLES IN HOLLOW MASONRY SHALL BE DRILLED WITH ROTARY DRILLS.HAMMER DRILLS ARE NOT PERMITTED.4.ALL EPOXY ADHESIVE SHALL BE HILTI RE-500, SIMPSON ET OR APPROVEDEQUAL. U.N.O.5.ALL ACRYLIC ADHESIVE SHALL BE HILTI HIT (ICE, HY150 ORO HY20), SIMPSON ATOR APPROVED EQUAL. U.N.O.6.ALL THREADED CONCRETE/MASONRY ANCHORS SHALL BE HILTI HUS-H,SIMPSON TITEN, ITW TAP-CON OR APPROVED EQUAL. U.N.O.7.ALL EXPANSION ANCHORS SHALL BE HILTI KWIK-BOLT 3, SIMPSON WEDGE-ALLOR APPROVED EQUAL. U.N.O.COMPACTED STRUCTURAL FILL1.ANY FILL WITHIN THE BUILDING AREA SHALL CONSIST OF COMPACTED STRUCTURALFILL.2.COMPACTED STRUCTURAL FILL IS REQUIRED AS BACKFILL AT THE NEWENTRANCEWAY AND AROUND THE ELEVATOR FOUNDATION. REFER TO DRAWINGSFOR OTHER LOCATIONS WHERE COMPACTED STRUCTURAL FILL IS REQUIRED.3.COMPACTED STRUCTURAL FILL SHALL CONSIST OF WELL-GRADED SAND ANDGRAVEL THAT IS FREE OF ICE, SNOW, OR OTHER DELETERIOUS MATERIAL, AND ISGRADED WITHIN THE FOLLOWING LIMITS.SEIVE SIZEPERCENT FINER BY WEIGHT3 IN.1003/4 IN.50-80NO. 420-70NO. 400-40NO. 2000-84.PLACE ALL STRUCTURAL FILL IN UNIFORM LAYERS THAT DO NOT EXCEED 6 INCHES,IN LOOSE MEASURE, AND COMPACT EACH LAYER TO A DRY DENSITY DETERMINED INACCORDANCE WITH ASTM D1557.5.COMPACTED STRUCTURAL FILL SHALL BE OBTAINED FROM AN OFF-SITE SOURCEUNLESS THE EXISTING MATERIAL IS TESTED BY THE CONTRACTOR AND COMPLIESWITH THE STATED CRITERIA.COLD FORMED METAL FRAMING1.ALL STUDS AND JOISTS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33,000PSI FOR 18 GAGE AND LIGHTER WEIGHTS AND 50,000 PSI FOR 16 GAGE ANDHEAVIER WEIGHTS AND SHALL CONFORM TO AISI “SPECIFICATIONS FOR THEDESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS”, LATEST EDITION.2.ALL STUDS, JOISTS AND ACCESSORIES SHALL HAVE A MINIMUM G-60GALVANIZED COATING.3.ALL STUDS ARE “C” SHAPED STRUCTURAL LOAD BEARING STEEL STUDS.4.FASTENING OF LIGHT GAGE MEMBERS SHALL BE WELDED ACCORDING TO AWSD1.3 OR EQUIVALENT SCREWING AS PER MANUFACTURER'SRECOMMENDATIONS.5.ELECTRONIC SHOP DRAWINGS FOR FRAMING AT EXTERIOR WALLS TO BESUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL. INCLUDE LOCATIONS,DIMENSIONS, SIZES, CONNECTIONS, AND ALL OTHER RELEVENT INFORMATION.MASONRY1.ALL MASONRY SHALL DEVELOP 1500 PSI COMPRESSIVE STRENGTH (f 'm) IN 28DAYS.2.ALL MORTAR SHALL BE TYPE S.3.FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH GROUT FOR A DISTANCE OF 24”BENEATH AND 12” EACH SIDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATEDLOADS.4.ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.5.ALL REINFORCING IN MASONRY SHALL BE FULLY GROUTED IN PLACE USING HIGHLIFT (OR LOW LIFT) GROUTING TECHNIQUES. SEE SPECIFICATIONS FOR DETAILS.CLEANOUTS SHALL BE PROVIDED FOR ALL GROUT POURS OVER 5 FEET IN HEIGHTAND SHALL BE PROVIDED AT THE BOTTOM OF ALL VERTICAL CELLS CONTAININGREINFORCING.6.NO SPLICES IN REINFORCING BARS SHALL BE MADE EXCEPT AS DETAILED ORAPPROVED BY THE STRUCTURAL ENGINEER. WHERE PERMITTED, ALL SPLICESSHALL BE LAPPED AS FOLLOWS:#3 BARS - 1'-6”#4 BARS - 2'-0”#5 BARS - 2'-6”#6 BARS - 3'-0”#7 BARS - 3'-6”7.VERTICAL REINFORCING BARS SHALL BE PLACED USING GALVANIZED OR PLASTICBAR POSITIONERS.8.HORIZONTAL REINFORCING SHALL BE NO. 9 GAGE WIRE CONFORMING TO ASTM A82AND SHALL BE PLACED EVERY OTHER COURSE U.N.O.9.ALL MASONRY SHALL BE PLACED IN RUNNING BOND U.N.O.PPPCHORDDEAD LOADSSNOW LOADSLIVE LOADSJOIST MARKSPECIAL LOADING (SP) STEEL JOIST SCHEDULE (CONFIGURATION BG)NOTES:1.JOIST MANUFACTURER TO DESIGN JOIST GIRDERS TO SUPPORT LOADS AS SHOWN. JOIST GIRDER DESIGN TO BE DONE IN LRFD.2.SEE PLAN FOR JOIST GIRDER ORIENTATION IN REGARD TO SPECIAL LOADING.3.LOADS PROVIDED IN THIS SCHEDULE ARE UNFACTORED.4.CONCENTRATED LOADS ARE IN LBS.5.P-LOADS ARE APPLIED AT ALL PANEL POINTS. M-LOADS ARE APPLIED AT THE LOCATIONS LISTED IN THE SCHEDULE.6.BOTTOM CHORD CONCENTRATED LOADS ARE FROM LIGHTING GRIDS, FUTURE BLACK BOX TENSION GRID, AND HANGING MEZZANINE.7.* DESIGN JOIST GIRDERS FOR POSITIVE AND NEGATIVE WIND LOADS IN SEPARATE LOAD COMBINATIONS.8.** LOAD FROM UNBALANCED SNOW LOAD. ONLY OCCURS AT FIRST THREE PANEL POINTS FROM BUILDING CL.9.JOISTS ARE SIZED TO ALLOW INSTALLATION OF TENSION GRID AT ALL AREAS OF ROOF IN THE FUTURE.PWIND LOADS*315NOTE: PANEL POINT SPACING = 5'-3" TO MATCH SPACING OF EXISTING ROOF PURLINS (n = 10)40DLH SP12500TOP25001850700BOTTOM3000BOTTOM-10003200CHORDCHORDCHORDTOPTOP**TOPTOP40DLH SP22500TOP25001850700-1000TOPTOP**TOPTOPCONCENTRATED LOADSBOTTOM210049'-5"5'-3" TYP2000BOTTOM40DLH SP32500TOP25001850700-1000TOPTOP**TOPTOPBOTTOM280028DLH SP42500TOP25001850700-1000TOPTOP**TOPTOPBOTTOM320028DLH SP52500TOP25001850700-1000TOPTOP**TOPTOPBOTTOM2800M--LOCATION FROM GRIDLINE 3--8500BOTTOM5'-3" TYP1/2 PANELPPPPPPPPPPPPPPPMSEE SCHEDULE2700320018'-4"LOCATION FROM GRIDLINE 3M--------18'-4"2700BOTTOM-8500BOTTOM3000320018'-4"18'-4"SLOPE DOWN28DLH SP61700TOP17001250500-700TOPTOP**TOP-TOPBOTTOM1900---------------------------------1350-------BOTTOM1/2*PTYPICAL BEAM BEARING DETAIL1/2" BEARINGPLATE + 3/4" NON-SHRINK GROUT3"8"(2) 5/8" X 3"ANCHORBOLTSPOCKETLENGTHCMU WALL1 1/2"PLATELENGTH1 1/2"DEPTH3 1/2" PLATE1/2" CLRPLAN DETAIL - BEAM 90° TO WALL3"1'-8" GROUTED CMU1 1/2"(SEE PLAN)NEW OREXIST WF7 5/8"1/2" CLRDEPTH3 1/2" PLATE(SEE PLAN)NEW OREXIST WFGROUT CMUUNDER BEAMBEARINGPOCKET HEIGHT1/4 3TYPICAL LVL LEDGER DETAILS4" EMBED1 3/4" X 11 7/8" LVL LEDGER +3/4" ADHESIVE ANCHOR AT16"oc IN GROUTED CMU.CMU WALLPARALLEL OR PERPENDICULAR)NEW OR EXIST FRAMING3/4" PLYWOODTEMP. SHORE ASREQUIREDNOTE: WALL REINF. NOT SHOWN FOR CLARITY. REINF WALL WITH (2) #5 AT 32"oc VERT WITH 2 BARS MIN AT ALL CORNERSSIMPSON SDW22338SCREW AT 12"oc ATLEDGERSUPPORTEXISTING/NEW TJI WITHFACE-MOUNTED JOISTHANGERBEARING EXISTING WOOD TRUSS ONNEW LEDGER AND PROVIDE BLOCKINGBETWEEN EACH TRUSS WITHADHESIVE ANCHORS TO MASONRY.FASTEN DECKING TO BLOCKING WITHSDW22338 SCREWS AT 12"oc"T""T"WALLFTG"D"Ld TYP2x "D" + 2x "T""D"2'-6" MAX2 "T" MINBOTTOMFOOTINGREINFORCINGTOP FOOTINGREINFORCINGWHERE INDICATEDLd TYP1'-0"NOTE:Ld- INDICATES BAR DEVELOPMENT LENGTH.1.STRUCTURE IS NEW UNLESS LABELED WITH (E) OR"EXISTING."W6X LINTEL + 1/2" PLATE X WALLTHICKNESS - 1" X LENGTH OFOPENING. FILLET WELD PLATE 2" AT12"oc EACH SIDE (STAGGERED) TOTOP FLANGE. PROVIDE 8" BEARINGEACH END OF LINTEL WITH 3/4" NON-SHRINK GROUT BED.TYP1/2"EXIST CONC WALLWITH NEW OPENINGLESS THAN OR EQUALTO 7'-6" WIDEKEYNOTES / GENERAL NOTES:DATE:JOB NO.SCALE:DRN BY:CHK BY:DRAWING NO.As indicatedP:\+PROJECTS\GNCB Directories\GNCB Named Directories\Amy\LOCAL REVIT FILES\2015\13166 Northampton Black Box Theater S15_VE_GNCB032.rvtS-40109/08/2015General Notes and Typical DetailsNORTHAMPTON ARTSTRUSTNORTHAMPTON, MAConstruction Documents13166AJJFNTYPICAL CMU DETAILSTYPICAL STEPPED WALL FOOTINGTYPICAL LINTEL FOR NEW OPENING LESS THAN7'-6" WIDE IN EXIST CONCRETE WALL