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6(&85,7<3/$16%/'*6/$1'0/(9(/6(& 6(&85,7<&$0(5$6,7(3/$16(& 7<3,&$/6(&85,7<5,6(5',$*5$06(& 9,'(26859(,//$1&(02817,1*'(7$,/66(& $&&(66&21752/02817,1*'(7$,/66(& +($'(1':$//5$&.',0(16,2166(& +($'(1'$1':$//5$&.',0(16,2161R 'HVFULSWLRQ 'DWH $GGHQGXP $GGHQGXP 3HUPLW6HW 42 PINK ROW $%&'()*+-./0/(*(1''(02/,6+('(/(0(17 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG'29(5$//6,7('(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU '29(5$//6,7('(023/$1REMOVE EXISTING OUTBUILDING AND ASSOCIATED RETAINING WALL IN ITS ENTIRETY. RETAINING WALL TO BE REPLACED WITH NEW CONSTRUCTION.REMOVE EXISTING INTERCONNECTING BUILDING BETWEEN BLDGS 'A' AND 'B'REMOVE EXISTING BUILDING IN ITS ENTIRETY. THE NORTH PORTION OF THE RETAINING WALL TO REMAINREMOVE EXISTING ANCILLARY CONSTRUCTION ALONG THE WEST SIDE OF BLDG 'B'REMOVE EXISTING BRICK TOWERREMOVE EXISTING ABANDONED WALLSREMOVE EXISTING ONE-STOREY CONNECTOR REMOVE EXISTING FIRE ESCAPE REMOVE EXISTING SHEDREMOVE EXISTING WOOD STAIRSREMOVE EXISTING WOOD ROOF AND STAIRREMOVE EXISTING WOOD-FRAMED ADDITIONREMOVE EXISTING CMU ADDITIONREMOVE EXISTING STAIRS AND LANDINGREMOVE EXISTING MTL FIRE ESCAPEREMOVE EXISTING WOOD SHEDSREMOVE EXISTING SHED AND WOOD STAIRREMOVE EXISTING SHEDREMOVE EXISTING SHED1R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW 12/1/19Addendum 1 Glastonbury, Connecticut 06033860 652 8227300 Winding Brook DriveINUNCASVILLEJULY 13, 2018L-1.1PLANTING PLAN (SOUTH)OXOBOXO LOFTSCONNECTICUT42 PINK ROWMATCHLINE - SEE SHEET L-1.0PLANT SCHEDULE SHEET L-1.1FINAL CONSTRUCTION DOCUMENTS 12/1/19Addendum 1 UPREF.DWREF.DWDWREF.UPUPUPDWREF.REF.DWDWREF.STAIR AB-1UPREF.DNREF.DNUPTOILETTYPE-20CLCLDOORBELOWREF.DWREF.DWDNDNREF.DWREF.DWABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"BUILDING A - LEVEL ONEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT 1/8" = 1'-0"9/6/2016 9:22:16 AMLS1.1BUILDINGS A,D,ELIFE SAFETYPLANSDakotaPartners, Inc.OXOBOXOLOFTSSOSONov. 1, 201616-063No. Description DateAztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS, 1/8" = 1'-0"BUILDING A - LEVEL TWO 1/8" = 1'-0"5BUILDING E - LEVEL ONE 1/8" = 1'-0"6BUILDING E - LEVEL TWO 1/8" = 1'-0"3BUILDING D - LEVEL ONE 1/8" = 1'-0"4BUILDING D - LEVEL TWOPERMIT SET2/26/201912342 PINK ROW REF.REF.DWREF.DWDWREF.DWDWREF.REF.UPUPMECHMECHMECHMECHMECHMAILBOXESWWWWDDDDREF.REF.DNDWDWMECHMECHELEVATORDNDNUPELEVATORDNABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"1BUILDING B - SUB-BASEMENT 1/8" = 1'-0"9/6/2016 9:22:16 AMLS1.2BUILDING BLIFE SAFETYPLANSDakotaPartners, Inc.OXOBOXOLOFTSSOSONov. 1, 201616-063No. Description DateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS, 1/8" = 1'-0"2BUILDING B - BASEMENT 1/8" = 1'-0"3BUILDING B - LEVEL 1PERMIT SET2/26/2019342 PINK ROW REF.REF.DWDWREF.DWREF.DWREF.DWDNUPMECHMECHMECHMECHMECHREF.REF.REF.DWREF.REF.REF.DWREF.DWREF.DWREF.DWMECHMECHMECHMECHMECHREF.REF.DWDWREF.DWREF.DWREF.DWMECHMECHMECHMECHMECHELEVATORELEVATORELEVATORDNDNDNDNUPUPABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"9/6/2016 9:22:16 AMLS1.3BUILDING BLIFE SAFETYPLANSDakotaPartners, Inc.OXOBOXOLOFTS16-063No. Description DateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS, 1/8" = 1'-0"1BUILDING B - LEVEL 2 1/8" = 1'-0"2BUILDING B - LEVEL 3 1/8" = 1'-0"3BUILDING B - LEVEL 4SOSONov. 1, 2016PERMIT SET2/26/2019342 PINK ROW REF.UPREF.DWREF. REF.DWDWKITCHENTYPE-14KITCHENTYPE-16TOILETTYPE-13TOILETTYPE-14FOYERCLOSETTOILETRAMPABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"3BUILDING F - LEVEL ONE 1/8" = 1'-0"9/6/2016 9:22:16 AMLS1.4BUILDINGS C, F, LLIFE SAFETYPLANSDakotaPartners, Inc.OXOBOXOLOFTSSOSONov. 1, 201616-063No. Description DateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS, 1/8" = 1'-0"4BUILDING F - LEVEL TWO 1/8" = 1'-0"1BUILDING C - LEVEL ONE 1/8" = 1'-0"2BUILDING C - LEVEL TWO 1/8" = 1'-0"5BUILDING L - LEVEL ONEPERMIT SET2/26/2019342 PINK ROW REF.REF.DWREF.DW REF.DWDWUPUPREF.DWREF.DWREF.DWREF. DWREF.DWABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"9/6/2016 9:22:16 AMLS1.5BUILDING GLIFE SAFETYPLANSDakotaPartners, Inc.OXOBOXOLOFTS16-063No. Description DateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS, 1/8" = 1'-0"1BUILDING G - LEVEL ONESOSONov. 1, 2016PERMIT SET2/26/2019342 PINK ROW D DDWWW DW REF. DW REF.UPUPREF.DWREF.DWREF.DWREF.DWREF.DWREF.DWREF.DW REF.DWREF.DWREF. DW REF. DW DW REF. DW REF.REF.REF.REF.REF. DWDW DWDWREF.REF.REF.REF.REF.DWDWDWDWDWREF.REF.DWDWABDECFGHJKLMNORTHSITE KEY PLAN 3/32" = 1'-0"9/6/2016 9:22:16 AMLS1.6BUILDINGSH,J,K & MLIFE SAFETYPLANSDakotaPartners, Inc.OXOBOXOLOFTS16-063No. Description DateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS, 3/32" = 1'-0"1BUILDINGS H, J, K & M - LEVEL ONESOSONov. 1, 2016PERMIT SET2/26/2019342 PINK ROW 2A-A5.21A-A5.11A-A5.13" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.DNDN3" RADONRISERLOCATION,TYP.3" RADON RISERLOCATION, TYP.UPDNDNDN3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.CUT OPEN HOLE 6" TO 18" RADIUSCUT HOLE IN EXIST'GSLAB FOR 3" RADON RISERSEALANT AROUND PIPE3" RADON RISER TO ROOF-TOPEXHAUST FAN. SEAL ALL JOINTS,TYP. & PROVIDE IDENTIFICATIONOF PIPE ON EACH FLOOR OF BLDG.1BUILDING A - LEVEL ONEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT 1/8" = 1'-0"9/6/2016 9:22:16 AMEV1.1BUILDINGSA, C, D, E, F, G, LRADONMITIGATIONPLANSDakotaPartners, Inc.OXOBOXOLOFTSSOSONov. 1, 201616-063No. Description DateAztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS, 1/16" = 1'-0"2BUILDING A - LEVEL TWO7BUILDING E - LEVEL ONE8BUILDING E - LEVEL TWO5BUILDING D - LEVEL ONE6BUILDING D - LEVEL TWO 1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0"BUILDING C - LEVEL ONE 1/16" = 1'-0"4BUILDING C - LEVEL TWO 1/16" = 1'-0"39BUILDING F - LEVEL ONE 1/16" = 1'-0"10BUILDING F - LEVEL TWO 1/16" = 1'-0"12BUILDING L - LEVEL ONE 1/16" = 1'-0"11BUILDING G - LEVEL ONE 1/16" = 1'-0"13TYPICAL SUB-SLAB DEPRESSURIZATION DETAIL 1" = 1'-0"PERMIT SET2/26/2019342 PINK ROW DNDN3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISER LOCATION, TYP.3" RADON RISERLOCATION, TYP.3" RADON RISERLOCATION, TYP. 1/16" = 1'-0"1BLDG B - SUB-BASEMENT 1/8" = 1'-0"9/6/2016 9:22:16 AMEV1.2BUILDINGSB, H, J, K, MRADONMITIGATIONPLANSDakotaPartners, Inc.OXOBOXOLOFTSSOSONov. 1, 201616-063No. Description DateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS,2BLDG B - BASEMENT3BLDG B - LEVEL 1 1/16" = 1'-0" 1/16" = 1'-0"4BLDG B - LEVEL 2 1/16" = 1'-0"5BLDG B - LEVEL 3 1/16" = 1'-0"6BLDG B - LEVEL 4 1/16" = 1'-0" 1/16" = 1'-0"7BUILDINGS H, J, K & M - LEVEL ONEPERMIT SET2/26/2019342 PINK ROW 42 PINK ROW 42 PINK ROW 3(50,7 6(742 PINK ROW 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REF.DWDWFOYERCLOSETTOILETRAMPABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"3BUILDING F - LEVEL ONE 1/8" = 1'-0"9/6/2016 9:22:16 AMA7.0.4BUILDINGS C, F, LFINISH FLOORPATTERN PLANSDakotaPartners, Inc.OXOBOXOLOFTSSOSONov. 1, 201616-063No. Description DateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS, 1/8" = 1'-0"4BUILDING F - LEVEL TWO 1/8" = 1'-0"1BUILDING C - LEVEL ONE 1/8" = 1'-0"2BUILDING C - LEVEL TWO 1/8" = 1'-0"5BUILDING L - LEVEL ONEPERMIT SET2/26/201933,1.52: REF.REF.DWREF.DW REF.DWDWUPUPREF.DWREF.DWREF.DWREF. 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REF.DWDWW10W6RAMPABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"3BUILDING F - LEVEL ONE 1/8" = 1'-0"A7.1.6BUILDINGS C, F, LSIGNAGE PLANSDakotaPartners, Inc.OXOBOXOLOFTSSOSONov. 1, 201616-063ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS, 1/8" = 1'-0"4BUILDING F - LEVEL TWO 1/8" = 1'-0"1BUILDING C - LEVEL ONE 1/8" = 1'-0"2BUILDING C - LEVEL TWO 1/8" = 1'-0"5BUILDING L - LEVEL ONENo. Description DatePERMIT SET2/26/1933,1.52: REF.REF.DWREF.DW REF.DWDWUPUPREF.DWREF.DWREF.DWREF. DWREF.DWABDECFGHJKLMNORTHSITE KEY PLAN 1/8" = 1'-0"A7.1.7BUILDING GSIGNAGE PLANSDakotaPartners, Inc.OXOBOXOLOFTS16-063ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS, 1/8" = 1'-0"1BUILDING G - LEVEL ONESOSONov. 1, 2016No. Description DatePERMIT SET2/26/1933,1.52: D DDWWW DW REF. DW REF.UPUPREF.DWREF.DWREF.DWREF.DWREF.DWREF.DWREF.DW REF.DWREF.DWREF. DW REF. DW DW REF. DW REF.REF.REF.REF.REF. DWDW DWDWREF.REF.REF.REF.REF.DWDWDWDWDWREF.REF.DWDWABDECFGHJKLMNORTHSITE KEY PLAN 3/32" = 1'-0"A7.1.8BUILDINGSH,J,K & MSIGNAGE PLANSDakotaPartners, Inc.OXOBOXOLOFTS16-063No. Description DateScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTAztech Engineers, Inc.901 Wethersfield AvenueHartford, Ct. 06114INC.Phone (860)548-9987Fax (860)549-2572www.aztecheng.comZTECH ENGINEERS, 3/32" = 1'-0"1BUILDINGS H, J, K & M - LEVEL ONESOSONov. 1, 2016PERMIT SET2/26/1933,1.52: :$:::::::::5(029(723 3257,212)&21&5(7(&/$'',1*$5281'&2/801:,7+287+$50,1*67((/&2/8015(029((;,67,1*'225+$5':$5($1':22'6855281'5(029((;,67,1*:$//6(17,5(/<$7$//)/22565(029((;,67,1*:$//6(17,5(/<$7$//)/225667((/&2/8016725(0$,1,17$&77<3,&$/5(029($//(;,67,1*:,1'2:6$1'$662&,$7(')5$0,1*$1')$67(1(565(029((;,67,1*'2256$1'$662&,$7(')5$0,1*+$5':$5($1')$67(1(56$'$'%$%$:$:::::::::5(029(723 3257,212)&21&5(7(&/$'',1*$5281'&2/801:,7+287+$50,1*67((/&2/8015(029((;,67,1*'225+$5':$5($1':22'6855281'5(029((;,67,1*:$//6(17,5(/<$7$//)/22565(029((;,67,1*:$//6(17,5(/<$7$//)/22565(029((;,67,1*&21&5(7()/2256/$%5(029((;,67,1*6/,',1*),5('225:$:::::::::5(029($//:,1'2:6)$67(1(56$1':22'6855281'67<3,&$//<5(029((;,67,1*:$//6(17,5(/<$7$//)/22565(029((;,67,1*:$//6(17,5(/<$7$//)/22565(029((;,67,1*:22')/225$1')5$0,1*5(029((;,67,1*6/,',1*),5('2255(029((;,67,1*'225+$5':$5($1':22'6855281'5(029((;,67,1*$77,&)/2253/$1.6$1')$67(1(56$%29(75866(6725(0$,1%/'*$ /(9(/ %/'*$ /(9(/DWWLF :$%/'*$ /(9(/ROG %/'*$ /(9(/ 5(029((;,67,1*'225+$5':$5($1':22')5$0(5(029(723 2)&21&5(7(&2/801&29(57<3,&$//<67((/&2/801725(0,$1,17$&7 5(029((;,67,1*:,1'2:+$5':$5($1':22')5$0(5(029((;,67,1*'225%(<21'+$5':$5($1':22')5$0(5(029((;,67,1*(;7(5,250$6215<6+$)7:$//65(029((;,67,1*'225+$5':$5($1':22')5$0(%/'*) /(9(/ REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK ASDEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHEDLINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALLBE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACTDRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THERESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANYCOMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 $'%8,/',1*$'(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU $'%8,/',1*$ /(9(/'(02/,7,213/$1 $'%8,/',1*$ &5$:/63$&( $'%/'*$ /(9(/'(02/,7,213/$1$%'(&)*+-./01257+6,7(.(<3/$1$% $'%8,/',1*$ &52666(&7,21 '(021R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW :$:::::::::$$$$$$:$:&:$:&:&:&:&:&:&'1(:%($5,1*:$//66((6758&785$/'5$:,1*61(:6+$)7$%29((;,67,1*&21&5(7(/('*(725(0$,1(;,67,1*&21&5(7((1&$67&$67,521&2/801725(0$,17<3,&$/6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 $$%8,/',1*$/(9(/3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU $$%/'*$ &5$:/63$&(1R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW 83':5()5()':':5()83:$:::::::::$$$$$$$$$$81,7$%('522081,7$%('5220 81,7$%('5220::::::::::::: $$ :72,/(77<3(72,/(77<3( .,7&+(17<3(.,7&+(17<3(.,7&+(17<3(72,/(77<3('''''''%'''''%<<75$1620:,1'2:$%29( :::$:$:::::::$$$$$$$$$$$$$:75$1620:,1'2:$%29(75$1620:,1'2:$%29(:$%$ ''' '''%''%' ''&'&'$:$: 67$,5$67$,5$% &/26(7&/26(7&/26(7&/26(7&/26(7:$%$$%$$%$$%$$%$$%$:(6(4 (4 $:%<%$%$::::::::$::$:3$57,7,217$*6$''('%('220%('220&2$7&/26(7/,1(15$,1/($'(57263/$6+%/2&.7<3%('220/,1(1&/26(7&2$7&/26(7&255,'25/,1(1&/26(7&2$7&/26(7%('220%('220*8$5'5$,/,1*:$:6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 $$%8,/',1*$/(9(/3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU0$5. 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CLEAN AND REPAIR STONE AND BRICK WALL AND FOUNDATION.&255,'257281,76$$$NEW EXTERIOR DOOR IN EXISTING MASONRY OPENING.NEW WINDOW AND BRICKINFILL AT EXISTING MASONRY OPENINGNEW BRIDGE AND RAILINGS.NEW WALKING BRIDGE.REPAIR AND REPLACE 3 COURSES OF DAMAGED BRICK, WITH BRICK TO MATCH AT CORBELNEW WINDOW AND BRICKINFILL AT EXISTING MASONRY OPENING%/'*) /(9(/ %/'*% /(9(/ %/'*% /(9(/ %/'*% /(9(/ %/'*% /(9(/ %/'*$ /(9(/ %/'*$ /(9(/DWWLF %/'*$ /(9(/ROG %/'*$ /(9(/ NEW WINDOW INEXISTING MASONRY OPENING (TYPICAL).NEW ACCESS DOORS TO CRAWL SPACE.NEW BRICK CORBEL TO ALIGN WITH BLDG ANEW EXTERIOR DOOR IN NEW BRICK VENEER WALL.%8,/',1*$$%&211(&725%8,/',1*%NEW BRICK INFILL EXISTING OPENING. EXISTING BRICK INFILL TO REMAIN. NEW WINDOW IN NEW BRICK VENEER WALL.NEW ASPHALT SHINGLE ROOF SYSTEM ON EXISTING DECKING. NEW RAIN GUTTER AND LEADERS. REPAIR AND REPLACE BRICK WALL AT REMOVED SHAFT WALL DEMOLISHED.NEW LOW SLOPE ROOF SYSTEM ON NEW ROOF DECK AND FRAMING. NEW BOARD AND BATTEN EXTERIOR WALL DOGHOUSE DORMER WITH NEW LOW SLOPE ROOF SYSTEM. REPAIR STONE FOUNDATION. REPAIR AND REPOINT STONE FOUNDATION.%/'*) /(9(/ %/'*$ /(9(/ %/'*$ /(9(/DWWLF %/'*$ /(9(/ROG %/'*$ /(9(/ REPAIR AND REPLACE 4 ROWS OF BRICK AT GABLE END CORBEL.NEW SELF ADHERING ROOF FLASHING WITH SURFACE APPLIED TERMINATION BAR.NEW LOW-SLOPE ROOF SYSTEM OF WOOD DECK AND FRAMING.6((%8,/',1*6(&7,21$%$%/'*) /(9(/ %/'*% /(9(/ %/'*% /(9(/ %/'*% /(9(/ %/'*% /(9(/ %/'*$ /(9(/ %/'*$ /(9(/DWWLF %/'*$ /(9(/ROG %/'*$ /(9(/ $$$$NEW BRICK VENEER WALL.NEW RAIN GUTTERS AND LEADERS TIED TO STORM WATER SYSTEM.NEW ASPHALT SHINGLE ROOF SYSTEM ON EXISTING DECK.CLEAN AND RESTORE EXISTING STONE SITE WALL.REPLACE 3 COURSES OF DAMAGED BRICK, WITH BRICK TO MATCH AT CORBEL%$%$&255,'257281,76$$$NEW EXTERIOR DOOR IN EXISTING MASONRY OPENING.NEW WINDOW IN EXISTING MASONRY OPENING (TYPICAL).NEW BOARD AND BATTEN SIDED DOGHOUSE DORMER WITH LOWSLOPE ROOF SYSTEM.NEW WALKING BRIDGE AND RAILING.NEW WINDOW IN RESTORED MASONRY OPENING.%8,/',1*$$%&211(&725%8,/',1*%$'$'%/'*) /(9(/ 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 $$%8,/',1*$(/(9$7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU $$%/'*$ :(67(/(9$7,21 $$%/'*$ 6287+(/(9$7,21 $$%/'*$($67(/(9$7,21 $$%8,/',1*$ 1257+(/(9$7,21BUILDING 'A' RENOVATION NOTES1. REPOINT MASONRY & STONE PERIMETER (BUDGET 5% NEW MASONRY). 2. 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L2.2L2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L5(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<6+25(6758&785($%29('(02/,6+6758&785$/&2/8016((6758&785$/'5$:,1*66((6,7(3/$1)25(;7(5,256758&785(127(6'(02/,6+(/(9$7256+$)7$1'$//$662&,$7('0$&+,1(5<$1'(48,30(17L2.2L2.2L2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.1L2.L5(029(:22')/225$1')/225)5$0,1*$77+,6$5($6+25(6758&785(&877,0%(5*,5'(5$1'5(68332576((6758&785$/'5$:,1*6'(02/,6+&2/801$1'5(68332576758&785('(02/,6+&2/801$1'5(68332576758&785('(02/,6+&21&5(7(6/$%$77+,6$5($)251(:(/(9$7253,75(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029(&$6(''22523(1,1*5(029(&$6(''22523(1,1*5(029($//(;,67,1*:,1'2:6217+,6)/2257<3,&$//<6((6,7(3/$1)25(;7(5,256758&785(127(6'(02/,6+(/(9$7256+$)7$1'$//$662&,$7('0$&+,1(5<$1'(48,30(17 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:/(*(1''(02/,6+('(/(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG%'%8,/',1*%'(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU$%'(&)*+-./01257+6,7(.(<3/$1 %'%8,/',1*% /(9(/6% '(02/,7,213/$1 %'%8,/',1*% /(9(/% '(02/,7,213/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.NL2.1L2.L5(029(:22')/225$1')/225)5$0,1*$77+,6$5($6+25(6758&785(&877,0%(5*,5'(5$1'5(68332576((6758&785$/'5$:,1*65(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029((;,67,1*:,1'2:7<3,&$/$//:,1'2:67+,6)/225'(02/,6+)/225$1')/225)5$0,1*,17+,6$5($)251(:(/(9$7256+$)76+25(6758&785(&877,0%(5*,5'(5$1'5(68332576((6758&785$/'5$:,1*66((6,7('(023/$16)25127(621$%&211(&7256+25(6758&785('(02/,6+&2/801$1'5(6833257)/225$%29(6((6758&785$/'5$:,1*6'(02/,6+(/(9$7256+$)7$1'$//$662&,$7('0$&+,1(5<$1'(48,30(17L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L5(029(:22')/225$1')/225)5$0,1*$77+,6$5($6+25(6758&785(&877,0%(5*,5'(5$1'5(68332576((6758&785$/'5$:,1*65(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029((;,67,1*:,1'2:7<3,&$/$//:,1'2:67+,6)/225'(02/,6+)/225$1')/225)5$0,1*,17+,6$5($)251(:(/(9$7256+$)76+25(6758&785(&877,0%(5*,5'(5$1'5(68332576((6758&785$/'5$:,1*66((6,7('(023/$16)25127(621$%&211(&7256+25(6758&785('(02/,6+&2/801$1'5(6833257)/225$%29(6((6758&785$/'5$:,1*6'(02/,6+(/(9$7256+$)7$1'$//$662&,$7('0$&+,1(5<$1'(48,30(17 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:/(*(1''(02/,6+('(/(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG%'%8,/',1*%'(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU %'%8,/',1*% /(9(/ '(02/,7,213/$1 %'%8,/',1*% /(9(/ '(02/,7,213/$1$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L5(029(:22')/225$1')/225)5$0,1*$77+,6$5($6+25(6758&785(&877,0%(5*,5'(5$1'5(68332576((6758&785$/'5$:,1*65(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029((;,67,1*:,1'2:7<3,&$/$//:,1'2:67+,6)/225'(02/,6+)/225$1')/225)5$0,1*,17+,6$5($)251(:(/(9$7256+$)76+25(6758&785(&877,0%(5*,5'(5$1'5(68332576((6758&785$/'5$:,1*66((6,7('(023/$16)25127(621$%&211(&7256+25(6758&785('(02/,6+&2/801$1'5(6833257)/225$%29(6((6758&785$/'5$:,1*6'(02/,6+(/(9$7256+$)7$1'$//$662&,$7('0$&+,1(5<$1'(48,30(17L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.L'(02/,6+(/(9$7256+$)7$1'$//$662&,$7('0$&+,1(5<$1'(48,30(175(029(:22')/225$1')/225)5$0,1*$77+,6$5($6+25(6758&785(&877,0%(5*,5'(5$1'5(68332576((6758&785$/'5$:,1*65(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029((;,67,1*:,1'2:7<3,&$/$//:,1'2:67+,6)/225'(02/,6+)/225$1')/225)5$0,1*,17+,6$5($)251(:(/(9$7256+$)76+25(6758&785(&877,0%(5*,5'(5$1'5(68332576((6758&785$/'5$:,1*6'(02/,6+3257,212)522)$1'522))5$0,1*72$&&2002'$7(1(:&211(&725'(02/,6+3257,212)(;7(525:$//$1':,1'2:72$&&2002'$7(1(:&211(&725 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. 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INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. 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5(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029((;,67,1*:,1'2:7<3,&$/$//:,1'2:67+,6)/2255(029($//(;,67,1*(;7(5,25'2256$77+,6/(9(/'(02/,6+67$,572833(5/(9(/'(02/,6+$//&2/8016$1'833(5)/2256<67(05(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*65(029($//)/225,1*68%)/225$1')/225)5$0,1*$77+,6/(9(/5(029((;,67,1*:,1'2:7<3,&$/$//:,1'2:67+,6)/2255(029($//(;,67,1*(;7(5,25'2256$77+,6/(9(/'(02/,6+6(&21'/(9(/)/225(17,5(/<)/225)5$0,1*$1'&2/8016'(02/,6+67$,5726(&21'/(9(/'(02/,6+(;7(5,25:,1'2:6$1''2256$7%27+/(9(/621$//)$&$'(6 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:/(*(1''(02/,6+('(/(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG&'%8,/',1*&'(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU &'%8,/',1*& /(9(/'(02/,7,213/$1 &'%8,/',1*& /(9(/'(02/,7,213/$1&'%8,/',1*& '(02&87$:$<$;2120(75,&$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW &$&$&$81,7&%('522081,7&%('5220::::::::::::::: &$&$&$$$$$$$$$%8,/',1*).,7&+(17<3(.,7&+(17<3(&$&$ 72,/(77<3(.$'%'%'%''%'%'''%TRANSOM WINDOW ABOVE$$::::$:$:$''72,/(77<3(':$'%:::': :::&$'%TRANSOM WINDOW ABOVE<<:::3$57,7,217$*6$''('5$,1/($'(57<3 /,1&/26'$&2$7&/26(7%('5220%('5220&/26(7&/26(7%('5220%('5220&2$7&/26:$&/26(7&/26(7/,1(1&/26(7&$&$&$%8,/',1*&%8,/',1*)81,7&%('52207<3($81,7&%('52207<3($:::::::::::: &$&$&$$$$$$$$$$$$$$$$$$$$$$$$$$$ .,7&+(17<3(.,7&+(17<3(&$&$72,/(77<3(72,/(77<3('%'%''''%''%'%'''%'':::::$:::::$:::$:::3$57,7,217$*6$''('&2$7&/26(7'%('5220%('5220&/26(7&/26(7/,1&/26&2$7&/26(7&/26(7&/26(7%('5220%('52206FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 &$%8,/',1*&3/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU0$5. 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BUDGET 5% FOR NEWEXTERIOR BRICK WALLREPLACEMENT2.TYPICAL REMOVE ALLNONSTRUCTURAL APPURTENANCESON EXTERIOR FACADE, INFILLEXPOSED OPGS WITH NEWMASONRY OR, IF LESS THAN 2"X2"NEW MORTAR$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW %/'*& /(9(/ %/'*& /(9(/ %/'*& 522) &1(:/2:6/23(522)6<67(021(;,67,1*)5$0,1*1(::,1'2:,1(;,67,1*0$6215<23(1,1*1(:&21&5(7(6/$%21*5$'(:,7+),1,6+)/225,1*21723*:%&(,/,1* %/'*& /(9(/ %/'*& /(9(/ %/'*& 522) ),5(5$7(''(0,6,1*:$//1(::22')5$0()/2256<67(0*:%&(,/,1*1(:&21&5(7(6/$%:,7+),1,6+)/225,1*217236FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 &$%8,/',1*&6(&7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU &$%8,/',1*& &52666(&7,21 &$%8,/',1*& /21*,78',1$/6(&7,21$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW (;,67,1*522)'(&.725(0$,1,163(&7)25'$0$*($1'5(3/$&('$0$*('0$7(5,$/1(:$/80,180'5,3('*(1(:$/80,1805$,1*877(5$1''2:163287:,7+/($)675$,1(51(:&('$52532/<0(5&20326,7(;75,01(:%/2&.,1*1(:&('$52532/<0(5&20326,7(;75,0(;,67,1*(;7(5,25%8,/',1*%5,&.:$//1(:(3'0522))/$6+,1*1(:(3'0522)0(0%5$1(1(:522)3527(&7,21%2$5'1(:32/<,625,*,'522),168/$7,21(;,67,1*522)'(&.725(0$,1,163(&7)25'$0$*($1'5(3/$&('$0$*('0$7(5,$/1(:$/80,180'5,3('*(:,7+*5$9(/67231(:&('$52532/<0(5&20326,7(;75,01(:%/2&.,1*1(:&('$52532/<0(5&20326,7(;75,0(;,67,1*(;7(5,25%8,/',1*%5,&.:$//1(:(3'0522))/$6+,1*1(:(3'0522)0(0%5$1(1(:522)3527(&7,21%2$5'1(:32/<,625,*,'522),168/$7,216FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 &$%8,/',1*&'(7$,/522)($9(5$.(3$5$3(7'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU &$522)'(7$,/ ($9( %8,/',1*& &$522)'(7$,/ 5$.( %8,/',1*&1R 'HVFULSWLRQ 'DWH $GGHQGXP 3HUPLW6HW 42 PINK ROW &$&$&$&$ &$ &$&$&$ 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 &$%8,/',1*&72,/(73/$16 (/(9$7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU &$72,/(73/$17<3( &$72,/(73/$17<3( &$72,/(73/$17<3( &$72,/(73/$17<3( &$(/(9$7,21 &$(/(9$7,21 &$(/(9$7,21 &$(/(9$7,21 &$(/(9$7,21 &$(/(9$7,21 &$(/(9$7,21 &$(/(9$7,21 &$(/(9$7,21 &$(/(9$7,21 &$(/(9$7,21 &$(/(9$7,21%/'*& /(9(/81,76&%('6%/'*& /(9(/81,76&%('6%/'*& /(9(/81,76&%('67<3($%/'*& /(9(/81,76&%('67<3($7<3,&$/1(:6863(1'('05*:%&/*$66(0%/<TYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLY &$(/(9$7,21 &$(/(9$7,211R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW &$ &$ &$ &$6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 &$%8,/',1*&.,7&+(13/$16 (/(9$7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU%/'*& /(9(/81,7&%('6%/'*& /(9(/81,7&%('67<3($ &$.,7&+(13/$17<3( &$(/(9$7,21 &$(/(9$7,21%/'*& /(9(/81,7&%('6 &$.,7&+(13/$17<3( &$(/(9$7,21 &$(/(9$7,21 &$.,7&+(13/$17<3( &$(/(9$7,21 &$(/(9$7,21 &$.,7&+(13/$17<3( &$(/(9$7,21 &$(OHYDWLRQ%/'*& /(9(/81,7&%('1R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7&$),1,6+6&+('8/(%/'*&'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU1R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW %8,/',1*&81,7&%('522081,7&%('5220%8,/',1*)%2552:('/,7($%29(%8,/',1*&%8,/',1*)81,7&%('52207<3($81,7&%('52207<3($6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 &)%8,/',1*&)851,785(3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU &)%8,/',1*& /(9(/21()851,785(3/$1 &)%8,/',1*& /(9(/7:2)851,785(3/$1$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH $GGHQGXP 42 PINK ROW 2$222225(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029($//(;7(5,25'2256$77+,6/(9(/5(029($//(;7(5,25:,1'2:6$77+,6/(9(/6((6,7('(02/,7,213/$1)25(;7(5,256758&785(62$222225(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<6+25(6758&785('(02/,6+)/225$1')5$0,1*72$&&2002'$7(1(:67$,5:(//5(029($//:,1'2:6217+,6/(9(/6((6,7('(02/,7,21'5$:,1*6)252876,'(6758&785(65(029($//(;7(5,25:,1'2:6$7$///(9(/621$//)$&$'(65(029($//(;7(5,25'2256$7$///(9(/621$//)$&$'(6 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:/(*(1''(02/,6+('(/(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG''%8,/',1*''(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU ''%8,/',1*' /(9(/'(02/,7,213/$1 ''%8,/',1*' /(9(/'(02/,7,213/$1''%8,/',1*''(02$;2120(75,&$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW 2$22222'$'$'$'$ 81,7'%('522081,7'%('5220:::::::::'$'$.,7&+(17<3(.,7&+(17<3(72,/(77<3(72,/(77<3( :%:%:%:%:%:%:%:%:%:%:%%$%$%$%$%$%$%$%$%$%$%$%$%$%$'$'''''$''$'$'$'%'''::::::$:$:$:::::::%:::::3$57,7,217$*6$''('&2$7&/26(7/,1(1&/26&/26(7%('5220 %('5220:$/.,1&/26(7/,1(1&/26 67$,5'&/26(7%('52203$57,$/+(,*+7:$//&2$7&/26(7'5$,1/($'(57<32$22222'$'$'$'$ 81,7'%('522081,7'%('5220: '$.,7&+(17<3(.,7&+(17<3(72,/(77<3( :%:%:%:%:%:%72,/(77<3(%$%$%$%$%$%$%$%$%$%$%$%$%$%$%$%$$%$%$%$'$'''''''$'$'$'%'''':%::::::::::::$:$::::::$::::::::::::%:%:%::%3$57,7,217$*6$''('&2$7&/26(7%('5220 %('5220&/26(7&/26(7/,1&/26/,1(1&/26(7&/26(7&2$7&/26(7 %('52203$57+(,*+7:$//67$,5'6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 '$%8,/',1*'3/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU0$5. 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REFER TO STRUCTURAL DWGS.REMOVE EXISTING STEEL STAIR%/'*' /(9(/ %/'*' /(9(/ 22222%/'*' 522) REBUILD ARCHED BRICK LINTELS & BRICK ABOVE , INCLUDING ALL ASSOCIATED PORTIONS OF EXISTING CORNICE REPOINT ALL BRICK ABOVE 1ST FLOOR WINDOWSREBUILD PORTION OF WALLTHE CORNER OF THIS BLDG IS IN STRUCTURAL DISTRESS AND MUST BE REBUILT IN TOTAL, INCLUDING THE INSTALLATION OF A REINFORCED FOUNDATION. REFER TO STRUCTURAL DWGS.REPOINT 5 ROWS OF BRICK THIS WALLREPAIR THIS AREA, INCLUDING SECTION OF STONE FOUNDATION WALLREMOVE EXISTING STEEL STAIR%/'*) /(9(/ %/'*' /(9(/ %/'*' /(9(/ %/'*' 522) %/'*) /(9(/ 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 '$%8,/',1*'(/(9$7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU '$%8,/',1*' (/(9$7,211257+ '$%8,/',1*' (/(9$7,21($67 '$%8,/',1*' (/(9$7,216287+ '$%8,/',1*' (/(9$7,21:(67BUILDING 'D' RENOVATION NOTES:1. REPOINT 50% OF EXISTING BRICK WALL. BUDGET 20% FOR NEW EXTERIOR BRICK WALL RECONSTRUCTION. THERE ARE MANY BRICKS ON THIS BLDG THAT HAVE LOST THEIR GLAZING 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE , INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR $%'(&)*+-./01257+6,7(.(<3/$167$,57281,76'$1''(175<7281,7'(175<7281,7'1R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW %/'*' /(9(/ %/'*' /(9(/ 22222%/'*' 522) FIRE RATED DEMISING WALLFIRE RATED DEMISING WALL%/'*) /(9(/ %/'*' /(9(/ $%%/'*' /(9(/ 2$%/'*' 522) )))%/'*) /(9(/ 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 '$%8,/',1*'6(&7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU '$%8,/',1*' /21*,78',1$/6(&7,21 '$%8,/',1*' &52666(&7,21$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 '$%8,/',1*''(7$,/522)($9(5$.(3$5$3(7'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU '$522)' 6(&7,21$/*877(5'(7$,/1R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW '$ '$ '$ 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 '$%8,/',1*'72,/(73/$16 (/(9$7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU '$72,/(73/$17<3( '$7RLOHW3ODQ7<3( '$72,/(73/$17<3( '$(/(9$7,21 '$(/(9$7,21 '$(/(9$7,21 '$(/(9$7,21 '$(OHYDWLRQ '$(OHYDWLRQ '$(OHYDWLRQ '$(OHYDWLRQ '$72,/(73/$1 '$72,/(7(/(9$7,21 '$72,/(7(/(9$7,21 '$72,/(7(/(9$7,21%/'*' /(9(/81,7'%('6%/'*' /(9(/81,7'%('%/'*' /(9(/81,7'%('6%/'*' /(9(/81,7'%('TYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLY1R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW '$'$'$'$6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 '$%8,/',1*'.,7&+(13/$16 (/(9$7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU '$.,7&+(13/$17<3( '$(/(9$7,21 '$(/(9$7,21 '$(/(9$7,21%/'*' /(9(/81,7'%('%/'*' /(9(/81,7'%('%/'*' /(9(/81,7'%('6%/'*' /(9(/81,7'%('6 '$.,7&+(13/$17<3( '$(/(9$7,211R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7'$),1,6+6&+('8/(%/'*''DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU1R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW %8,/',1*'81,7'%('522081,7'%('5220.,7&+(17<3(.,7&+(17<3(%8,/',1*'81,7'%('522081,7'%('5220.,7&+(17<3(.,7&+(17<3(6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 ')%8,/',1*')851,785(3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU ')%8,/',1*' /(9(/21()851,785(3/$1 ')%8,/',1*' /(9(/7:2)851,785(3/$1$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW 5(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029($//:,1'2:6217+,6/(9(/5(029($//(;7(5,25'2256217+,6/(9(/5(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<6+25(6758&785('(02/,6+)/225$1')5$0,1*72$&&2002'$7(1(:67$,5:(//5(029($//:,1'2:6217+,6/(9(/5(029($//(;7(5,25'2256$1':,1'2:621%27+/(9(/6$1'$//)$&$'(6 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. 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REPOINT MASONRY & STONE PERIMETER (BUDGET 10% NEW MASONRY. BUDGET 15% REPOINTING)2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR $%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW %/'*( /(9(/ %/'*( 522) %/'*( /(9(/ FIRE RATED DEMISING WALLFIRE RATED DEMISING WALL%/'*) /(9(/ %/'*( /(9(/ %/'*( 522) %/'*( /(9(/ ),5(5$7(''(0,6,1*:$//%/'*( /(9(/ %/'*( 522) %/'*( /(9(/ ),5(5$7(''(0,6,1*:$//6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 ($%8,/',1*(6(&7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU ($%8,/',1*(/2*,78',1$/6(&7,21 ($%8,/',1*( &52666(&7,21 ($%8,/',1*( &52666(&7,21$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW (;,67,1*522)'(&.725(0$,1,163(&7)25'$0$*($1'5(3/$&('$0$*('0$7(5,$/1(:$/80,180'5,3('*(1(:$/80,1805$,1*877(5$1''2:163287:,7+/($)675$,1(51(:&('$52532/<0(5&20326,7(;75,01(:%/2&.,1*1(:&('$52532/<0(5&20326,7(;75,0(;,67,1*(;7(5,25%8,/',1*%5,&.:$//1(:(3'0522))/$6+,1*1(:(3'0522)0(0%5$1(1(:522)3527(&7,21%2$5'1(:32/<,625,*,'522),168/$7,21(;,67,1*522)5$)7(52875,**(56&5$36$1'$1'5(3$,17(;,67,1*522)'(&.725(0$,1,163(&7)25'$0$*($1'5(3/$&('$0$*('0$7(5,$/1(:$/80,180'5,3('*(:,7+*5$9(/67231(:&('$52532/<0(5&20326,7(;75,01(:%/2&.,1*1(:&('$52532/<0(5&20326,7(;75,0(;,67,1*(;7(5,25%8,/',1*%5,&.:$//1(:(3'0522))/$6+,1*1(:(3'0522)0(0%5$1(1(:522)3527(&7,21%2$5'1(:32/<,625,*,'522),168/$7,21(;,67,1*522)5$)7(52875,**(56&5$36$1'$1'5(3$,176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 ($%8,/',1*('(7$,/522)($9(5$.(3$5$3(7'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU ($522)'(7$,/ ($9( %8,/',1*( ($522)'(7$,/ 5$.( %8,/',1*(1R 'HVFULSWLRQ 'DWH $GGHQGXP 3HUPLW6HW 42 PINK ROW ($ ($ ($ 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 ($%8,/',1*(72,/(73/$16 (/(9$7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU ($72,/(73/$17<3( ($72,/(73/$17<3( ($72,/(73/$17<3( ($(/(9$7,21 ($(/(9$7,21 ($(/(9$7,21 ($(/(9$7,21 ($(/(9$7,21 ($(/(9$7,21 ($(/(9$7,21 ($(/(9$7,21 ($(/(9$7,21 ($(/(9$7,21 ($(/(9$7,21 ($(/(9$7,21%/'*( /(9(/2)),&(%/'*( /(9(/81,7(%('6%/'*( /(9(/81,7(%('6TYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLYTYPICAL -NEW SUSPENDED MR GWB CLG ASSEMBLY1R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW ($ ($ ($ 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 ($%8,/',1*(.,7&+(13/$16 (/(9$7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU ($.,7&+(13/$17<3( ($.,7&+(13/$17<3( ($.,7&+(13/$17<3( ($(/(9$7,21 ($(/(9$7,21 ($(/(9$7,21 ($(/(9$7,21 ($(/(9$7,21%/'*( /(9(/2)),&(%/'*( /(9(/81,7(%('6%/'*( /(9(/81,7(%('61R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7($),1,6+6&+('8/(%/'*('DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU1R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW %8,/',1*(+&/$95(&(37,212)),&(.,7&+(12)),&(:$,7,1*$5($+&/$9),/(&$%,1(76-$10(&+ /&21)5220),71(665220&23<%8,/',1*(81,7(%('522081,7(%('52206FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 ()%8,/',1*()851,785(3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU ()%8,/',1*( /(9(/21()851,785(3/$1 ()%8,/',1*( /(9(/7:2)851,785(3/$1$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW 5(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<'(02/,6+6/$%72$&&2002'$7(1(:(/(9$7253,75(029((;7(5,25'225(;,67,1*(;7(5,25:,1'2:72%(5()85%,6+('5(029((;7(5,25'2255(029((;,67,1*(;7(5,25'22566((6,7('(02/,7,213/$1)25(;7(5,256758&785(5(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029((;7(5,25:,1'2:6$77+,6/(9(/5(029(%5,&.$7,1),//2):,1'2:5(029(/2)76758&785(5(029(3257,212):$//$71(:0(&+$1,&$/$5($:$<5(029(3257,212)522)$71(:0(&+$1,&$/$5($:$<5(029(3257,212)(;,67,1*522)72$&&2002'$7(1(:(/(9$72529(55,'(5(029((;,6,71*:,1'2:6$77+,6)$&$'(5(029((;,67,1*'225(;,67,1*:,1'2:72%(5()85%,6+('(;,67,1*&+,01(<725(0$,15(029($//:,1'2:6$77+,6/(9(/5(029((;,67,1*%5,&.$7,1),//7235(9,28623(1,1*5(209(:,1'2:$1'%5,&.%(/2:6,//72$&&202$7(1(:'22523(1,1*/(*(1''(02/,6+('(/(0(17 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. 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WINDOW FIXED AND GLAZED WITH TRANSLUCENT GLASS AT ELEVATOR SHAFT.NEW CONCRETE UNDERPINNING OF EXISTING WALL AT NEW ELEVATOR PIT.3529,'(:$7(53522),1*$5281'1(:&21&5(7((/(9$7253,7%(<21'6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 )$%8,/',1*)6(&7,21'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU$%'(&)*+-./01257+6,7(.(<3/$1 )$%8,/',1*) &52666(&7,21 )$%8,/',1*) &52666(&7,21 )$%8,/',1*) &52666(&7,21 )$%8,/',1*) &52666(&7,211R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW %/'*) /(9(/ )$)$%/'*)/(9(/ )$)$)$)$ 1(:&/$<3$5$3(7522)7,/(608'6(729(5667+528*+:$//)/$6+,1*(;,67,1*(;7(5,250$6215<:$//1(:(;7(5,25),;(':,1'2:37'6467/78%()5$0(:37'25&2$7(':,5()$%5,&:3(5,0(7(5)5$0(1(:&21&5(7(6/$%1(:6,1*/(3/<522)0(0%5$1($66(0%/<215,*,',168/29(5(;,67,1*:22''(&.1(:)$6&,$$1'$/80%2;*877(51(:(;7(5,25:$//725(3/$&((;,67,1*37'9(57,&$/:22'6,',1*0$7&+(;,67,1*(;73/<:'6+($7+,1*&)0)#2&23(1&(//635$<,168/0,/32/<9$325%$55,(57$3(' 37'*:%(;,67,1*522))5$0,1*725(0$,11(:(;7(5,25:,1'2:1(:6,1*/(3/<522)0(0%5$1(6<67(029(5(;,67,1*:22''(&.%/'*) /(9(/ %/'*) /(9(/ )$)$%/'*)/(9(/ )$)$)$)$ 1(:,17(5,25522)$66(0%/<7$3(' 37'*:%7 *3/<:'07/)5$0,1*#2&7$3(' 37'*:%1(:35(),1$/80(175<'225 )5$0($66(0%/<%(<21'1(:,17(5,25522)$66(0%/<1(:/,*+7:(,*+7&21&6/$%:&20307/'(&.1(:67((/6758&785(37'6467/78%()5$0(:37'25&2$7(':,5()$%5,&:3(5,0(7(5)5$0(1(:0(0%5$1(522)6<67(029(51(:522)'(&.$71(:(/(9$72529(55,'(1(:%5,&.9(1((5:$//$71(:(/(9$72529(55,'(1(:0(0%5$1(522)6<67(029(5(;,67,1*:22'522)'(&.,1*5(3/$&(0(17:,1'2:%(<21':,7+75$16/8&(17*/$=,1*:6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 )$%8,/',1*)6(&7,21'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU$%'(&)*+-./01257+6,7(.(<3/$1 )$%8,/',1*) &52666(&7,21 )$%8,/',1*) &52666(&7,211R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 )$%8,/',1*)'(7$,/522)($9(5$.(3$5$3(7'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU )$522)) 6(&7,21$/*877(5'(7$,/1R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW )$ )$ )$ 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 )$%8,/',1*)72,/(7 .,7&+(13/$1 (/(9$7,216'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU )$72,/(73/$17<3($FFHVVLEOH7RLOHW )$(/(9$7,21 )$(/(9$7,21 )$(/(9$7,21 )$(/(9$7,21 )$.,7&+(13/$17<3( )$(/(9$7,21 )$(/(9$7,21 )$72,/(73/$17<3($FFHVVLEOH7RLOHW )$(/(9$7,21 )$(/(9$7,21 )$(/(9$7,21 )$(/(9$7,21%/'*) /(9(/%/'*) /(9(/%/'*) /(9(/$&&(66,%/($1'$'$37$%/(81,7$&&(66,%/($1'$'$37$%/(81,7$&&(66,%/($1'$'$37$%/(81,77<3,&$/1(:6863(1'('05*:%&/*$66(0%/<7<3,&$/1(:6863(1'('05*:%&/*$66(0%/<1R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW 6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7)$),1,6+6&+('8/(%/'*)'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU1R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW 5(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029($//(;7(5,25:,1'2:6$77+,6/(9(/6((6,7('(02/,7,213/$1)25(;7(5,256758&785(65(029(/2)76758&785(5(029($//(;7(5,25:,1'2:6$77+,6/(9(/5(029($//(;7(5,25:,1'2:6$7%8,/',1**5(029((17,5(/2)76758&785($7%8,/',1**6((6,7('(02/,7,213/$1)25(;7(5,256758&785(6 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:/(*(1''(02/,6+('(/(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG*'%8,/',1**'(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU *'%8,/',1** /(9(/'(02/,7,213/$1*'%8,/',1**'(02/,7,21&87$:$<$;2120(75,&$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW *$*$%8,/',1**%8,/',1*+6((6+((7+-.$%8,/',1*.6((6+((7+-.$ 81,7*%('52206) *$*$*$.$+-$+-$+-$+-$*$*$*$*$*$81,7*%('52206)81,7*%('52206)81,7*%('52206)81,7*%('52206)81,7*%('52206)81,7*%('52206)81,7*%('52206)81,7*%('52206)/$81'5<5220%2,/(5$1'635,1./(552205(9,6('81,7+%('52206) +-$+-$ *$ *$*$ 6((6+((7*$6((6+((7*$6((6+((7*$6((6+((7*$.$.$ *.3%8,/',1** /(9(/21(6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 *.3%8,/',1**.(<3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU3%6.$%'(&)*+-./01257+6,7(.(<3/$10$5. 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ASDEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHEDLINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALLBE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACTDRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THERESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANYCOMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:/(*(1''(02/,6+('(/(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7&21&(373/$1 &2167'2&6 &2167'2&6 ),1$/&2167'2&6 $VLQGLFDWHG+-'%8,/',1*+-'(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU +-'%8,/',1*6+- /(9(/'(02/,7,213/$1$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW +-$+-$+-$+-$+-$+-$+-$+-$+-$+-$+-$+-$ %8,/',1*+%8,/',1*-%8,/',1*.81,7.%('522081,7.%('522081,7+%('522081,7+%('522081,7-%('522081,7-%('522081,7-%('522081,7-%('522081,7-%('522081,7-%('522081,7-%('522081,7-%('5220 0(7(55220/$81'5<5220%2,/(5$1'635,1./(55220-$1,7250$,/%2;(6)/2255$,6('72 /2%%<::::::::$::::::::::::::::::::::$:::::::::::::::$:::::::::::::$: 5()(572%8,/',1**)25',0(16,21 5()(572%8,/',1*-)25',0(16,215()(572%8,/',1*-)25',0(16,21 .$.$*$ +-$+-$*$*$*$*$+-$+-$.$.$6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 +-.3%8,/',1*+-.(<3/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU0$5. 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(4$$$$/,*+7),;785(6/2&$7('&(17(5(',15$)7(5%$<67<3,&$//<6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 -0$%8,/',1*-0%5,'*('DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU -0$%/'*-0%5,'*( /(9(/ -0$%/'*-0%5,'*( 6(&7,21 -0$%/'*-0%5,'*( &(,/,1*3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW 5(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029((;7(5,25:,1'2:6$77+,6/(9(/5(029(/2)76758&785($1'3$57,7,216$%29('(02/,6+3257,2162)0$6215<:$//$1'5(6833257'(02/,6+3257,2162)0$6215<:$//$1'5(68332575(029('5$,6(')/2255(029((;7(5,25'225 REMOVE ALL EXISTING CONSTRUCTIONS AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:/(*(1''(02/,6+('(/(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG.'%8,/',1*.'(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU .'%8,/',1*. /(9(/'(02/,7,213/$1.'%8,/',1*.'(02/,7,21&87$:$<$;2120(75,&$%'(&)*+-./01257+6,7(.(<3/$15(029(3257,212)0$6215<:$//$1'5(68332576((6758&785$/'5$:,1*65(029((17,5(/2)76758&785($1'3$57,7,216%8,/',1*+%8,/',1*.%8,/',1*05(029($//:,1'2:621$7%8,/',1*.5(029((;7(5,25'2251R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW .$.$0$.$.$.$.$2;2%2;2&5((.+$+$+$+$+$+$.$.$$&&(6672%8,/',1*0%$6(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 .$%8,/',1*.3/$1%$6(0(17'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU .$%/'*. %$6(0(17$%'(&)*+-./01257+6,7(.(<3/$10$7&+/,1(72%8,/',1**0$7&+/,1(72%8,/',1*+0$7&+/,1(72%8,/',1*0(;,67,1*(;7(5,250$6215<:$//6$1'3,(561(:0$6215<,1),//$7(;,67,1*23(1,1*6$1':22')5$0(':$//672%(5(029('(;,67,1*0$6215<$5&+29(52;2%2;2%522.(;,67,1*7,0%(5%($06$%29(1(:0$6215<:$//6%(7:((1(;,67,1*0$6215<3,(56725(3/$&(:22')5$0(':$//60$5. 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(/(9$7,21($67 .$%8,/',1*. (/(9$7,21:(67BUILDING 'K' RENOVATION NOTES:1. REPOINT BRICK PERIMETER (BUDGET 50% NEW MASONRY FOR BOTH EAST & WEST ELEVATION) 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR 3. REMOVE ALL SURFACE MOUNTED COUNDUITS AND CABLES SERVING THIS BLDG.4. REPLACE EXISTING FASCIAS AND SOFFITS, REMOVE EXISTING LEAD BASED PAINT. 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INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. IT IS THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY-DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS.GENERAL DEMOLITION NOTES:/(*(1''(02/,6+('(/(0(176FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7$VLQGLFDWHG/'%8,/',1*/'(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU /'%/'*/ /(9(/'(02/,7,213/$1$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW 42 PINK ROW NEW ALUM GUTTERS & DOWNSPOUTS, TO SPLASH BLOCKS (TYP.)NEW ALUM GUTTERS & DOWNSPOUTS, TO SPLASH BLOCKS (TYP.)/$/$/$/$/$/$/$/$0$,17(1$1&(6725$*(0$,17(1$1&(2)),&()2<(5&/26(772,/(75$03/$%$%$%$%$%$%$'''%''::::::3$57,7,217$*6$''('6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 /$%8,/',1*/3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU0$5. 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INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTIONS TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPOSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE. REMOVE ONLY NON-BEARING CONSTRICTION AND PARTITIONS UNLESS OTHERWISE DESIGNATED. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL,THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. ALL STRUCTURAL SYSTEMS SHALL BE MAINTAINED AND SHALL BE SUFFICIENT STRENGTH TO SUPPORT THE DESIGN LOAD AND TO RESIST THE DEFORMATION CAUSED BY SUCH LOADS. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR, OWNER AND ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. 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FOR 2)RA-600RA-600RA-4004"ø4"x4"RA-400RA-4004"ø4"x4"4"øE1-20E1-204"ø12"x10"FDFDFDEWH-112"x10"4"x4"C-175B-125B-12510X8 SA DUCT DN & 8X8 SA DUCT UP,PROVIDE FD AT DECKS ABOVE & BELOW10"ø12"ø8"ø12"x10"4"ø6"x4"AXGAXGAXGAXGAXGAXGAXGAXGAXGAXG12"x6" AIR TRAMSFER GRILLEASSEMBLY (AXG). PROVIDE 12"X3"TRANFER DUCT IN WALL WITHHIGH INLET GRILLE AND LOWOUTLET GRILLE (TYPICALFOR ALL)6"x4"8X8 EA DUCT UP,4X4 EA DNEI-204"x4"4x4 OA DUCT UP, PROVIDE FDAT DECK ABOVE12"X6" AIR TRANSFER GRILLEASSEMBLY (AXG). PROVIDE 12"X3"TRANSFER DUCT IN WALL WITHHIGH INLET GRILLE AND LOWOUTLET GRILLE (TYPICAL FOR ALL)ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-MD1.1MECHANICALDUCTWORK PLANBLDGS ’A’, ’B’, ’C’ -LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW OAWAL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1O1O2O3O4O5W1W2W3W4W5W6W7W8W9L2.LUNIT B-8(1 BEDROOM)TYPE AUNIT B-9(2 BEDROOM)UNIT B-10(1 BEDROOM)UNIT B-11(1 BEDROOM)UNIT B-12(1 BEDROOM)BUILDING BBUILDING CBUILDING ABUILDING GBUILDING DA-75A-75B-150HP-6G-125G-125HP-612x12 SAPLENUMI-275G-125B-200THP-6E1-20E1-208x6 OA DUCT UP,6X6 OA DUCT DNHP-6G-125I-275HP-610x10 SAPLENUME1-20E1-20VDVDE1-20E1-20E1-20VDVDVDHP-6HP-6I-300G-15012x12 SAPLENUMG-12510x10 SAPLENUMTHP-6E1-20E1-20E1-20VDVDVDR1-29010x10 RA DUCT UP8x8 RA DUCT DNT8x6 EA DUCT UP8x6 EA DUCT DN8x6 EA DUCT UP6x6 EA DUCT DN12x12 SA DUCT UP10x10 SA DUCT DNOA CONNECTION TO HP4(TYP OF 2)8x6 OA DUCT UP6x6 OA DUCT DNRA-60012x12 SA PLENUMJ-350RA-600RA-400RA-400B-275RA-600B-150FDFDFDFDFDTHP-6THP-6AXGAXGAXGAXGAXGAXGEWH-512"X 6" AIR TRNSFER GRILLEASSEMBLY (AXG). PROVIDE12"X3" TRANSFER DUCT INWALL WITH HIGH INLETGRILLE AND LOW OUTLETGRILLE (TYPICAL FOR ALL)ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-MD1.2MECHANICALDUCTWORK PLANBLDGS ’A’, ’B’, ’C’ -LEVEL 2DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW OAWAL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1O1O2O3O4O5W1W2W3W4W5W6W7W8W9L2.LBUILDING GBUILDING DBUILDING B(LEVEL 3)BUILDING CBUILDING AUNIT A-4(1 BEDROOM)H.C.UNIT A-5(1 BEDROOM)UNIT A-6(2 BEDROOM)H.C.UNIT B-13(1 BEDROOM)TYPE AUNIT B-14(2 BEDROOM)UNIT B-15(1 BEDROOM)UNIT B-16(1 BEDROOM)UNIT B-17(1 BEDROOM)HP-1HP-1HP-1D-250D-250B-150R6-600THP-TC-200B-150B-150A-100HP-1R-600THP-1C-175B-125B-125C-175R6-600A-75A-75TTTTHP-6HP-4G-150I-30012x12 SAPLENUMG-12510x10 SAPLENUMTHP-6E1-20E1-20E1-20VDVDVDR2-29010x10 RA DUCT DN12x12 RA DUCT UPA-75B-150HP-6G-125I-275THP-610x10 SAPLENUME1-20VDE1-20E1-20E1-20VDVDVDA-75HP6G-125G-125HP-612x12 SAPLENUMI-275G-125H-200TE1-20E1-20OA TO HP6(TYP OF ALL)HP-6E1-20VDVD8x8 EA DUCT UP8x6 EA DUCT DN8x10 EA DUCT UP8x8 EA DUCT DNE1-20E1-20E1-20E1-20E1-20E1-2014x12 SA DUCTUP, 12x12 SADUCT DN.PROVIDE FIREDAMPER ATDECKR2-175B-2004x4 OA DUCT UP4x6 OA DUCT DN6x4 EA DUCT DN4x6 EADUCT DN8x8 OA DUCT UP8x6 OA DUCT DNOA CONNECTION TO HP6(TYP. OF 2)RA-600HP-6RA-600B-350RA-400-275RA-400RA-600B-15036" LONG ELECTRIC BASEBOARD HEATERFDFDFDFDFDR6-600THP-68X SA DUCT DNAXGAXGAXGAXGAXGAXGAXGAXGAXGAXGOA TO HP6(TYP OF ALL)8X8 OA DUCT UP,8X6 OA DN8X10 EA DUCTUP, 8X6 EA DNEWH-6ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-MD1.3MECHANICALDUCTWORK PLANBLDGS ’A’, ’B’, ’C’ -LEVEL 3DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW WAL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1W1W2W3W4W5W6W7W8W9L2.LBUILDING BBUILDING AUNIT B-18(1 BEDROOM)UNIT B-19(2 BEDROOM)UNIT B-20(1 BEDROOM)UNIT B-21(1 BEDROOM)UNIT B-22(1 BEDROOM)ATTIC SPACEA-75TTHP-6HP-6I-300G-15012x12 SAPLENUMG-12510x10 SAPLENUMTHP-6E1-20E1-20E1-20VDVDVDR10-29014x14 RA DUCT UP,12x12 RA DUCT DN8X8 OA DUCT DN8X10 OA DUCT UPA-75B-150HP-6G-125B-275HP-610x10 SAPLENUME1-20VDVDE1-20E1-20E1-20VDVDVDA-75HP-6G-125G-125HP-612x12 SAPLENUMI-275G-125H-200TE1-20E1-20OA TO HP4 (TYP OF 5)8x6 OA DUCT DN8X8 OA DUCT UPHP-6E1-20VDVDT10x10 EA DUCT UP8x8 EA DUCT DNHP-614x14 SA UP14x12 SA DN,PROVIDE FIREDAMPER AT DECK8x8 OA DUCT UP8x10 OA DUCT DNFDFDRA-600RA-400RA-600FDFDRA-400THP-6RA-600B-150I-275RA-400AXGAXGAXGAXGAXGAXGOA TO HP6 (TYP OF 5)8x6 OA DUCT DN8X8 OA DUCT UPJ-35010x10 EA DUCT UP8x10 EA DUCT DNEWH-7ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-MD1.4MECHANICALDUCTWORK PLANBLDGS ’A’, ’B’, ’C’ -LEVEL 4DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW WAL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1W1W2W3W4W5W6W7W8W9L2.LVDEA0AERV-214x14 RA DUCT DNHP-414x14 SA DN10x10 EA DUCT DN8x8 OADUCT DN8"DIA. DRYER EXHAUST TOWEATHERPROOF WALL CAP8" DIA. DRYER EXHAUST DOWNTO BASEMENTDRYER BOOSTER FAN8x10 EA DUCT DN8x8 OA DUCT DNSARAEA0AScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-MD1.5MECHANICALDUCTWORK PLANBLDGS ’A’,’B’,’C’’ -ATTICDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW UPUPWAL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.LUNIT C-1(2 BEDROOM)UNIT C-2(2 BEDROOM)STAIR 2ELECTRICALMETERROOMMAINTENANCEROOMBOILERROOMSPRINKLERROOMBUILDING BBUILDING CBUILDING A(ABOVE)BUILDING DBUILDING G1 1/4" SWS&R UP2 1/2" SWS&R1 1/4" SWS&R UP3" SWS&R1 1/2"SWS&R1 1/4" SWS&R1"SWS&R UPHP2HP21 1/2"ø SWS1 1/2"ø SWR3"ø SWR3"ø SWSScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-MP1.SBMECHANICAL PIPINGPLAN BLDGS ’B’, ’C’ -LEVEL SBDakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW OAWAL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1O1O2O3O4O5W1W2W3W4W5W6W7W8W9L2.LUNIT B-1(2 BEDROOM)TYPE AUNIT B-2(2 BEDROOM)UNIT C-3(2 BEDROOM)TYPE AUNIT C-4(2 BEDROOM)TYPE AELEVATORBUILDING BBUILDING CBUILDING ABUILDING GBUILDING DHP-2HP-7HP-72 1/2" SWS&R1 1/4"SWS&R UP2 1/2"SWS&R DN1 1/4"SWS&R UP&DN1"SWS&R UP&DN1 1/4"SWS&R UP1/2" SWS&RHP-2HP-5ERV-13/4" SWS & R3/4" SWS & RUPScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-MP1.BMECHANICAL PIPINGPLAN BLDG ’B’, ’C’ -LEVEL BDakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW OAWAL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1O1O2O3O4O5W1W2W3W4W5W6W7W8W9L2.LBUILDING DBUILDING BBUILDING CBUILDING GBUILDING AUNIT A-1(2 BEDROOM)UNIT A-2(1 BEDROOM)UNIT B-3(1 BEDROOM)TYPE 'A'UNIT B-4(2 BEDROOM)UNIT B-5(1 BEDROOM)UNIT B-6(1 BEDROOM)UNIT B-7(STUDIO)UNIT A-2(2 BEDROOM)HP-6HP-6HP-6HP-61" SWS&R UP1 1/4" SWS&R DNHP-1HP-1HP-1HP-61" SWS&R1 1/4" SWS&R1 1/2" SWS&R2" SWS&R2" SWS&R1" SWS&R UP1 1/4" SWS&R DN1" SWS&R UP1 1/4" SWS&R DN1" SWS&R UP1 1/4" SWS&R DN1" SWS&R UP,2" SWS&R DN3/4" SWS & R DOWNTO CRAWL SPACEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-MP1.1MECHANICAL PIPINGPLAN BLDG ’B’, ’C’ -LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW OAWAL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1O1O2O3O4O5W1W2W3W4W5W6W7W8W9L2.LUNIT B-8(1 BEDROOM)TYPE AUNIT B-9(2 BEDROOM)UNIT B-10(1 BEDROOM)UNIT B-11(1 BEDROOM)UNIT B-12(1 BEDROOM)BUILDING BBUILDING CBUILDING ABUILDING GBUILDING DHP-6HP-6HP-62"SWS&RHP-61" SWS&R UP& DN(TYPICAL OF 4)1" SWS&R UP& DN(TYPICAL OF 4)1/2"ø SWR1/2"ø SWS1/2"ø SWRScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-MP1.2MECHANICAL PIPINGPLAN BLDGS ’B’, ’C’ -LEVEL 2DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW OAWAL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1O1O2O3O4O5W1W2W3W4W5W6W7W8W9L2.LBUILDING GBUILDING DBUILDING BBUILDING CBUILDING AUNIT A-4(1 BEDROOM)H.C.UNIT A-5(1 BEDROOM)UNIT A-6(2 BEDROOM)H.C.UNIT B-13(1 BEDROOM)TYPE AUNIT B-14(2 BEDROOM)UNIT B-15(1 BEDROOM)UNIT B-16(1 BEDROOM)UNIT B-17(1 BEDROOM)HP-6HP-6HP-6HP-43/4" SWS&R UP,1" SWS&R DN(TYP OF 5)3/4"SWS&R(TYP OF 3)HP-1HP-1HP-11/2"ø SWR1/2"ø SWR1/2"ø SWR1/2"ø SWS1/2"ø SWR1/2"ø SWSHP-6ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-MP1.3MECHANICAL PIPINGPLAN BLDGS ’B’, ’C’ -LEVEL 3DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW WAL2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1W1W2W3W4W5W6W7W8W9L2.LBUILDING BBUILDING AUNIT B-18(1 BEDROOM)UNIT B-19(2 BEDROOM)UNIT B-20(1 BEDROOM)UNIT B-21(1 BEDROOM)UNIT B-22(1 BEDROOM)ATTIC SPACEHP-6HP-6HP-6HP-6HP-63/4"SWS&RDN3/4"SWS&R DN1/2"SWS&R DN3/4"SWS&R DNScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-MP1.4MECHANICAL PIPINGPLAN BLDGS ’B’, ’C’ -LEVEL 4DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW UPDNDNDNDNDNDN1AB2OAO1O2O3O4O5BUILDING DLEVEL 1UNIT D-1(2 BEDROOM)UNIT D-2(1 BEDROOM)RECEPTIONOFFICEKITCHENOFFICEWAITINGAREAHC LAV.JAN.MECH’LCONFROOMFITNESSROOMBUILDING ELEVEL 1H-P2HP1C-175D-250D-250THP-1R7-800R3-175B-150A-100C-200R7-750C-175R5-425C-175TB-125B-125B-125B-125B-125B-125A-50R6-625B-150A-100B-150A-100A-100A-100A-50A-50RI-50EF-1EF-1HP-2HP-1EF-1THP-2EF-1EF-1A-50HP-2THP-2R2-125HP-2EWH-8EWH-10EWH-94" EA TO WEATHERPROOFWALL CAP4" EA TO WEATHERPROOFWALL CAP (TYPICAL FOR 2)EWH-12EF-14" EA TO WEATHERPROOFWALL CAPAXG12"x6" AIR TRANSFER ASSEMBLY(AXG). PROVIDE 12"x3" TRANSFERDUCT IN WALL WITH INLET GRILLEAND LOW OUTLET GRILLE (TYPICALFOR ALL)AXG12"x6" AIR TRANSFER ASSEMBLY(AXG). PROVIDE 12"x3" TRANSFERDUCT IN WALL WITH INLET GRILLEAND LOW OUTLET GRILLE (TYPICALFOR ALL)AXGAXG1AB2OAL2.AL2.BL2.CL2.DO1O2O3O4O5BUILDING DLEVEL 2BUILDING ELEVEL 2UNIT D-3(2 BEDROOM)UNIT D-4(1 BEDROOM)UNIT E-2(1 BEDROOM)UNIT E-3(2 BEDROOM)HP1HP2B-150B-150B-150B-150TR6-600C-200C-200B-150B-150A-100TR7-800HP1R3-175C-175D-250D-250THP-2R7-800R5-425C-175HP-2EF-1C-200B-125THP-1C-150A-100EF-1EF-1EF-1EF-1HP-1HP-24" EA TO WEATHERPROOFWALL CAP4" EA TO WEATHERPROOFWALL CAPEF-1EF-1EF-14" EA TO WEATHERPROOFWALL CAP12"x6" AIR TRANSFER ASSEMBLY(AXG). PROVIDE 12"x3" TRANSFERDUCT IN WALL WITH INLET GRILLEAND LOW OUTLET GRILLE (TYPICALFOR ALL)AXGAXGAXGAXGAXG4" EA TO WEATHERPROOFWALL CAP12"x6" AIR TRANSFER ASSEMBLY(AXG). PROVIDE 12"x3" TRANSFERDUCT IN WALL WITH INLET GRILLEAND LOW OUTLET GRILLE (TYPICALFOR ALL)EWH-1ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"DE-MD1.1MECHANICALDUCTWORK PLANBLDGS ’D’, ’E’ - LEVELS1 & 2DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANHP2HP2No. Description Date42 PINK ROW UPDNDNDNDNDNDN1AB2OAL2.AL2.BL2.CL2.DO1O2O3O4O5BUILDING DUNIT D-1(2 BEDROOM)UNIT D-2(1 BEDROOM)RECEPTIONOFFICEKITCHENOFFICEWAITINGAREAHC LAV.JAN.MECH’LCONFROOMFITNESSROOMBUILDING EHP2HP11"SWS&R UPHP-2HP-21 1/4" SWS&R UP1 1/4"ø SWR1 1/4"ø SWS3/4"ø SWR1"ø SWR1"ø SWS1AB2OAL2.AL2.BL2.CL2.DO1O2O3O4O5BUILDING DBUILDING EUNIT D-3(2 BEDROOM)UNIT D-4(1 BEDROOM)UNIT E-2(2 BEDROOM)UNIT E-3(2 BEDROOM)HP2HP1HP1HP21 1/2" SWS&R1 1/4" SWS&R2"SWS&RHP11"SWS&R DN3/4"SWS&R DN3/4"ø SWR3/4"ø SWR1"ø SWS1 1/4" SWS&R DN1"ø SWR1"ø SWS1"ø SWS1"ø SWRScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"DE-MP1.1MECHANICAL PIPINGPLAN BLDGS ’D’, ’E’ -LEVELS 1 & 2DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW COMMUNITY ROOM(OPEN ABOVE)KITCHENETTEJANTOILETFITNESS ROOM(OPEN ABOVE)TOILETR9-180024X14 RA DN TO FLOOR, MOUNTBOTTOM OF GRILLE MAX. 12" AFF.ENCLOSURE BY ARCHITECTHP-8TEF-1EF-1UC3/4"UC3/4"LEVEL ONE6" EA TOWEATHERPROOFWALL CAPBOILER ROOMFITNESS ROOMBELOWCOMMUNITYBELOWTOILETSBELOWS-1COOLING TOWERSUMPHP8C-200C-200C-200C-200C-200C-200A-100B-150A-100B-150B-150B-15024X14 RA DN8" COMBUSTION AIR INTAKE AND6" AL29-4C(SS) OR PPE FLUEEXHAUST UP THROUGH ROOF(TYPICAL FOR 2)LEVEL TWO8" OA UP TO WEATHERPROOFROOF CAP. INTERLOCKMOTORIZED DAMPER WITHHEAT PUMP BLOWERCT1ROOF8" OA FROM WEATHERPROOFROOF CAP DN TO HP8ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"F-MD1.1MECHANICALDUCTWORK PLANSBLDG ’F’ - LEVELS 1 &2DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANB1B1No. Description Date42 PINK ROW COMMUNITY ROOM(OPEN ABOVE)KITCHENETTEJANTOILETFITNESS ROOM(OPEN ABOVE)TOILET3" SWS&R RUNBELOW GRADE5" SWS&R UP3" SWS&RLEVEL ONE1/8"=1’-0"BOILER ROOMFITNESS ROOMBELOWCOMMUNITYBELOWTOILETSBELOWS-1P5P6ET-1P1P26"UP TO CTIP4HX1B1B1AS15"SWS&R DN6"UP TO CTI6" INTOS1COOLING TOWER SUMPLEVEL TWO1/4"=1’-0"5"ø SWR6"DN TO SUMPCT1ROOF1/8"=1’-0"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19As indicatedF-MP1.1MECHANICAL PIPINGPLAN BLDG ’F’ -LEVELS 1 & 2 ANDSECTIONDakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW BUILDING HBUILDING GR6-600R6-600R7-8003/4"UCHP-1HP-2HP-2UNIT G-5(2 BEDROOM)UNIT G-6(1 BEDROOM)UNIT G-7(1 BEDROOM)UNIT G-8(1 BEDROOM)UNIT G-9(1 BEDROOM)UNIT G-4(1 BEDROOM)UNIT G-3(1 BEDROOM)UNIT G-2(1 BEDROOM)UNIT G-1(2 BEDROOM)A-125 CFMA-150 CFMHP1HP1HP-5HP-5HP1HP1A-100 CFMA-100 CFMA-100 CFMA-100 CFMEF-1EF-1A-100 CFMA-225 CFMEF-1EF-1EF-14" EA UP TO WEATHERPROOF ROOF CAP(TYPICAL FOR ALL BATH & KITCHEN FANSU.O.N. (TYPICAL)EF-1EF-1A-150 CFMEF-1EF-1EF-1EF-1A-100 CFMEF-1EF-1EF-1EF-1R6-600EF-1EF-1A-100 CFMA-100 CFMAXGAXGAXGAXGAXGAXGAXGAXG12"x6" AIR TRANSFER GRILLE ASSEMBLY (AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE AND LOW OUTLET GRILLE (TYPICAL FOR ALL)12"x6" AIR TRANSFER GRILLE ASSEMBLY (AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE AND LOW OUTLET GRILLE (TYPICAL FOR ALL)D-225CFMD-225CFMD-100CFMD-100CFMD-225CFMD-225CFMB-225CFMD-225CFMB-225 CFMD-225CFMB-225 CFMR6-225 CFMTHP-1THP-1D-225R6-225D-225 CFMD-225 CFMTHP-1D-225CFMTHP-1D-225CFMD-225CFMTHP-1R6-600CFMD-225CFMR6-600 CFMB-175 CFMB-175 CFMTHP-2 R7-800 CFMB-150CFMB-175CFMAXGTHP-2ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"G-MD1.1MECHANICALDUCTWORK PLANBLDG ’G’ - LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW UNIT G-5(2 BEDROOM)UNIT G-6(1 BEDROOM)UNIT G-7(1 BEDROOM)UNIT G-8(1 BEDROOM)UNIT G-9(1 BEDROOM )BUILDING HBUILDING GHP1HP1HP1HP1HP2HP1HP1HP1HP2UNIT G-1(2 BEDROOM )UNIT G-2(2 BEDROOM )UNIT G-3(1 BEDROOM )3" SWS&R1/2"ø SWR1/2"ø SWS1/2"ø SWR1/2"ø SWS1"ø SWR1"ø SWS1/2"ø SWR1/2"ø SWS1/2"ø SWS1/2"ø SWR1/2"ø SWR1/2"ø SWS1/2"ø SWR1/2"ø SWS1/2"ø SWR3/4"ø SWS3/4"ø SWR1/2"ø SWS3"ø SWS3"ø SWR3"ø SWR3"ø SWS3"ø SWS3"ø SWR1"ø SWS1"ø SWRScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"G-MP1.1MECHANICAL PIPINGPLAN BLDGS ’G’ - level1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW UNIT H-2(2 BEDROOM)METERROOMUNIT H-1(1 BEDROOM)METERROOMLAUNDRYROOMBOILERROOMJANITORLOBBYBUILDING HBUILDING JBUILDING KHP1HP2R7-800TB-175CFMA-100C-200C-200B-125R6-600B-150D-225D-225THP-1HP-2A-100 CFMUNIT K-2(2 BEDROOM)UNIT K-4(1 BEDROOM)UNIT K-1(1 BEDROOM)UNIT K-3(1 BEDROOM)HP1HP1HP1C-175C-200D-225R6-600THP-1D-225B-150D-225R6-600THP-1C-175R6-600C-200D-225THP-1B-150D-250D-250B-150R7-800HP2EF-1EF-14" DRYER EXHAUST UPTO WEATHERPROOF ROOFCAP (TYPICAL FOR 3)THP-3THP-2EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1THP-3R9-1750CFMR8-1050CFMB-150 CFMB-150 CFMAXGAXGAXGAXGAXGAXGAXG12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL)12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL)EWH-13HP3HP34" EA UP TOWEATHERPOOFCAP (TYPICALFOR ALL KITCHENAND BATHROOMFANS)6" FLUE VENT AND 8"COMBUSTUBLE AIR INTAKETO TERMINATE AT ROOFTOPWEATHERPROOF VENT KITB-112X3ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"HK-MD1.1MECHANICALDUCTWORK PLANBLDGS, "H" & ’K’ -LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW UNIT H-1(1 BEDROOM)UNIT H-2(2 BEDROOM)METERROOMLAUNDRYROOMBOILER ANDSPRINKLERROOMJANITORBUILDING HBUILDING JBUILDING KHP2HP1HP23" SWS&R2" SWS&R2" SWS&R2 1/2" SWS&RBUILDING JBUILDINGS L & M3/4"ø SWR3/4"ø SWSHP-3HP-33/4" SWS&R3/4" SWS&R3/4" SWS&RHP1HP1HP13/4" SWS&RScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"HK-MP1.1MECHANICAL PIPINGPLAN BLDGS "H" & ’K’ -LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW BUILDING JUNIT J-8(2 BEDROOM)UNIT J-7(1 BEDROOM)UNIT J-6(1 BEDROOM)UNIT J-3(2 BEDROOM)UNIT J-2(2 BEDROOM)UNIT J-1(2 BEDROOM)UNIT J-5(2 BEDROOM)UNIT J-4(1 BEDROOM)HP3HP1HP-2HP3 R7-800C-175D-250D-250HP-2B-125C-175D-225CFMD-225CFM R6-600HP-1 R7-800 R7-800HP-2HP-2HP-1HP-2C-175C-175C-175B-125TTC-175D-250D-250THP-2B-125B-125D-250THP-2C-175C-175D-250 R7-800THP-2 R6-600B-125B-150D-225D-225THP-1C-175C-175 R8-1000THP-3C-175C-175C-175C-175C-175B-125 R8-1000THP-3EF-1EF-1D-250D-250EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1D-250EF-1C-100A-100A-100BUILDING H4" EA UP TO WEATHER PROOFROOF CAP ( TYPICAL FOR ALLBATH & KITCHEN U.O.N.)AXG12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL)AXGAXGAXGAXGAXGAXGAXGAXGAXGAXGAXGAXG12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL)AXG12x3ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"J-MD1.1MECHANICALDUCTWORK PLANBLDG ’J’ - LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW UNIT H-2(2 BEDROOM)METERROOMBUILDING JBUILDING JUNIT J-8(2 BEDROOM)UNIT J-7(1 BEDROOM)UNIT J-6(1 BEDROOM)UNIT J-3(2 BEDROOM)UNIT J-2(2 BEDROOM)UNIT J-1(2 BEDROOM)UNIT J-5(2 BEDROOM)UNIT J-4(2 BEDROOM)HP-3HP-1HP-2HP-31 1/2" SWS&R1 1/4" SWS&R1" SWS&R3/4" SWS&REF-1HP-2HP-1HP-2HP-22"ø SWR2"ø SWS2"ø SWS2"ø SWRHP1ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"J-MP1.1MECHANICAL PIPINGPLAN - BLDG ’J’ -LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW MAINTAINANCEOFFICE/ STORAGEBUILDING LFC-1B-150C-250B-150A-50FC-1EF-1TR5-3504" EA UP TO WEATHERPROOFWALL CAPCU-1RS & RL UPTO FC-1R4-2503HP-1HP-2HP-2HP2HP-2E-275E-275B-125B-125R7-800THP-2HP-1C-200A-100A-100R6-600THP-1A-100A-100R6-600HP-1HP-1HP-1C-200C-200A-100A-100R6-600THP-1C-200C-200A-100R6-600HP-1HP-1A-100THP-2B-150D-250D-250B-150HP-2TB-125D-225D-250R6-600B-125D-250D-250C-175D-250D-250C-175THP-1THP-2THP2R7-800R7-800B-125B-125D-250E-275B-150R7-800THP-2HP-1B-125B-150B-175B-150R6-600HP-1TTC-200C-200C-2005" DIA OA UP TOWEATHERPROOFINTAKE CAP ON ROOFR7-800UNIT M-1(1 BEDROOM)UNIT M-2(2 BEDROOMS)UNIT M-3(2 BEDROOMS)UNIT M-4(2 BEDROOMS)UNIT M-5(2 BEDROOMS)UNIT M-11(2 BEDROOMS)UNIT M-10(2 BEDROOMS)UNIT M-9(2 BEDROOMS)UNIT M-8(2 BEDROOMS)UNIT M-7(2 BEDROOMS)UNIT M-6(2 BEDROOMS)EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1B-150A-100A-100A-100A-100A-100A-100A-100HP-3T4" OA UP TOWEATHERPROOFINTAKE CAP ON ROOF4" OA UP TOWEATHERPROOFINTAKE CAP ONROOF12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL)AXGAXGAXGAXGAXGAXGAXGAXGAXGAXGAXGAXGAXGAXGAXGAXGAXGAXGAXGAXGAXG12"x6" AIR TRANSFER GRILLE ASSEMBLY(AXG). PROVIDE 12"X3" TRANSFER DUCTIN WALL WITH HIGH INLET GRILLE ANDLOW OUTLET GRILLE (TYPICAL FOR ALL)4" EA UP TO WEQATHERPROOFROOF CAP (TYPICAL FOR ALLKITCHEN AND BATH FANS U.O.N.)5" DIA OA UP TOWEATHERPROOFINTAKE CAP ONROOFScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"LM-MD1.1MECHANICALDUCTWORK PLANSBLDGS ’L’ & ’M’DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW MAINTENANCEOFFICE/STORAGECU-1BUILDING LEWH-2EWH-3FC-13HP1HP1HP1HP1HP1HP1HP1HP1HP1HP1HP12"SWS&R1"SWS&R1 1/4"SWS&R1 1/2"SWS&R1 1/4"SWS&R1"SWS&R3/4"SWS&RBUILDING MScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"LM-MP1.1MECHANICAL PIPINGPLAN BUILDINGS ’L’AND ’M’ LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANHP-2No. Description Date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caleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"M2.1MECHANICALSCHEDULESDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor11/01/201716-063No. Description Date42 PINK ROW - (-&./#-*2$)' /.$5 )0( -/4+ ! .$5 ()0!/0- -(* ')0( -)*/ . *)/-/*-$.- .+*).$' !*-**-$)/$*)*!$-$)' /.)*0/' /..*./*#$ 1 *(+/$$'$/42$/#. ' / $'$)"2''*-0/.4./ ( $-$)' /.)*0/' /..#'' . ' / . *)/# !*''*2$)"-$/ -$ (3$(0($)' /*-*0/' /1 '*$/4!+( (3$(0()-/$)")*//* 3 /#-*2+// -).+ -.# 0' .)+'). /#-*2..#'')*/$)/ -. /*-- #2''.)+-/$/$*). !$)$.#. ' /$*)4-#$/ /"'1)$5 ./ ' '$)-". 0/(*0)/ 3 3 %0./' ) &.$5 (* ')0( - .4(*'()0!/0- -'*/$*)!( 3#0./$-*0/.$ $-!(. + $) 2" /*/' 3/ - (-&. -1 //$ 0$'$)"- ) 2$- $) ) ) ' /-$'1*'/#++# 2$)/ -. + $) 2" /*/' 3/ .0(( - .0(( - /2 '/2 - . -1 2 $"#/'. /2$)/ -'/ -1 //$ 0$'$)"- ) 2$- # 3$)# ) ) ((*+(+ -$)/ "-'"'1)$5 ./ ' '$)-". 3 3 %0./' $)/ "-'"'1)$5 ./ ' '$)-". 3 3 %0./' $)/ "-'"'1)$5 ./ ' '$)-". 3 3 %0./' $)/ "-'"'1)$5 ./ '- '$)-".$)/ "-'"'1)$5 ./ '- '$)-".$)/ "-'"'1)$5 ./ '- '$)-".$)/ "-'"'1)$5 ./ '" ( /'$- 1 3 3 %0./' *"'1)$5 ./ ' '$)-". 3 3 %0./' $)/ "-'"'1)$5 ./ '! '$)-". 3 3 %0./' $)/ "-'0/(*0)/0/(*0)/0/(*0)/0/(*0)/0/(*0)/0/(*0)/0/(*0)/0/(*0)/.$ 2''(*0)/3 33 33 3"'1)$5 ./ '# ( /'$- 1 3 3 %0./' .$ 2''(*0)/"'1)$5 ./ '$ ( /'$- 1 3 3 %0./' .$ 2''(*0)/"'1)$5 ./ '% ( /'$- 1 3 3 %0./' .$ 2''(*0)/"'1)$5 ./ '& ( /'$- 1 3 3 %0./' .$ 2''(*0)/****"'1)$5 ./ '- ( /'$- -# 3 3 .$ 2''(*0)/*"'1)$5 ./ '- ( /'$- -# 3 3 .$ 2''(*0)/*"'1)$5 ./ '- ( /'$- -# 3 3 .$ 2''(*0)/*"'1)$5 ./ '- ( /'$- -# 3 3 .$ 2''(*0)/*"'1)$5 ./ '- ( /'$- -# 3 3 .$ 2''(*0)/*"'1)$5 ./ '- ( /'$- -# 3 3 .$ 2''(*0)/*"'1)$5 ./ '- ( /'$- -# 3 3 $'$)"(*0)/*"'1)$5 ./ ' ( /'$- -# 3 3 $'$)"(*0)/* ()0!/0- -(* ')0( -+$/4/0#.4(*' '*/$*) 2# 0$'$)".+-$)&' --**( -&*.- !( )/ '1"/ (+<!$-/ ' /-$'/&2 1*'/+# $)/ "-'/# -(*.//.0-! (*0)/$)".' 1 - (-&.0$'$)" ' /-$-**(0$'$)".*0/#./$-.0$'$)")*-/#1 ./$0' 2# 2# 2#0$'$)"($)/ )) -**( 0#0)$/ -**( 2#0)$/ -**( 2#0)$/ -**( 2#0)$//#-**( 2#0)$//#-**( 2#0$'$)"./$-. 2#0)$//#-**( 2#0$'$)" ./$-. 2#0$'$)"#( / --**( 2# -&*.- -&*.- -&*.- -&*.- -&*.- -&*.- -&*.- -&*#0#)*/ +-*1$ ''0)$/.2$/#/(+ -+-**! )'*.0- -&*.- -&*.- -&*.- -&*.- -&*.- $)/ "-'/# -(*.//.0-! (*0)/$)".' 1 $)/ "-'/# -(*.//.0-! (*0)/$)".' 1 $)/ "-'/# -(*.//.0-! (*0)/$)".' 1 $)/ "-'/# -(*.//- .. (*0)/$)".' 1 $)/ "-'/# -(*.//.0-! (*0)/$)".' 1 $)/ "-'/# -(*.//- .. (*0)/$)".' 1 $)/ "-'/# -(*.//.0-! (*0)/$)".' 1 $)/ "-'/# -(*.//.0-! 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& HWR TOBUILDING J, SEE DRAWINGJ-PB1.1 FOR CONTINUATIONSAN, CW, HW & HWRTO BUILDINGS L & M,SEE DRAWING LM-PB1.1FOR CONTINUATION3"ø G 2"øHP3HP3HP1HP2HP1HP1HP1HP23/4" CONDENSATE DRAINS WITHINDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL)1/2"ø1/2"ø2"ø3/4"ø3/4"ø1/2"ø1/2"ø3/4"ø3/4"øGG2"øScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"HK-PB1.1PLUMBING PLANBLDGS ’H’ & ’K’ - LEVEL1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW BUILDING JUNIT J-8(2 BEDROOM)UNIT J-7(1 BEDROOM)UNIT J-6(2 BEDROOM)UNIT J-3(2 BEDROOM)UNIT J-2(2 BEDROOM)UNIT J-1(2 BEDROOM)UNIT J-5(2 BEDROOM)UNIT J-4(2 BEDROOM)INV. =-6’ 2 27/64"FCO3/4"ø1"ø3/4"ø1"ø3/4"ø3/4"ø3/4"ø3/4"ø3/4"ø3/4"ø3/4"ø3/4"ø3/4"ø3/4"ø1/2"ø1/2"ø1/2"ø1/2"øL-1B-1WC-1HP2L-1B-1WC-1HP2S-1S-1L-1L-1HPHPWC-2WC-1B-1B-1BUILDING HS-1S-1S-1S-1S-1S-14" VTR3/4" CONDENSATE DRAINS WITHINDIRECT WASTE CONNECTION TONEAREST SANITARY, VERIFY LOCATIONAND ROUTING IN FIELD (TYPICAL)HP3HP2HP1HP6L-1WC-1B-1L-1WC-1B-1B-1WC-1WC-1WC-1WC-1B-1B-1B-1L-1L-1L-1L-14" VTR4" VTR2"ø2"ø3"ø4" VTR4" VTR1/2"ø1/2"ø1 1/2"ø3"ø3/4"ø3/4"ø3/4"ø3"ø1/2"ø1/2"ø1"ø3/4"ø1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø6"ø1 1/2"ø1"ø1/2"ø1/2"ø1/2"ø6"ø1"ø3/4"ø1"ø6"ø2"ø3/4"ø2"ø2"ø3"ø4"ø2"ø1/2"ø1/2"ø4"ø1 1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø3"ø4"ø1 1/2"ø2"ø4"ø2"ø3"ø3"ø2"ø4"ø2"ø2"ø2 1/2"ø2 1/2"ø1 1/2"ø1 1/2"ø3"ø3"ø1 1/2"ø2"ø1/2"ø3" FOECED MAIN SANITARY ACROSS CWILING OF CONNECTOR.CONFIRM SIZE WITH EJECTOR SYSTEM DESIGNER. COORDINATELOCATION, ROUTING AND INSTALLATION WITH ARCHITECTURALAND STRUCTURAL. SEE DRAWING LM-PB1.1 FOR CONTINUATION3"ø1 1/2"ø4" SAN UP TOABOVE CEILING,FURRING BYARCHITECTCO3" FORCED MAIN SANITARY FROMEJECTOR PIT, SEE SITE UTILITYPLAN FOR CONTINUATION3"ø4"ø1 1/2"ø2"ø2"ø4"ø1 1/2"ø2"øFCO6"ø6" SANITARY OUT TO SERVICEEJECTOR PIT, SEE SITE UTILITYPLAN FOR CONTINUATION1 1/2"ø2"ø2"ø2"ø4"ø3"ø3"ø2"ø4"ø1 1/2"ø3"ø3"ø2 1/2"ø2 1/2"øScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"J-PB1.1PLUMBING PLANBUILDING ’J’ -LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW MAINTENANCEOFFICE/ STORAGEPROVIDE 1/2" H&CW AND2" SANITARY CAPPEDFOR FUTURE CONNECTION1" CW AND 4" SANFROM BUILDING M,SEE BELOW FORCONTINUATION1" CW FROM BELOW,PROVIDE 3/4" H&CWTO WH-1WH-12 1/2"ø4"ø4"ø3/4"ø3/4"øFCO3/4"ø3/4"ø1"øL-1WC-1HP1 1/2"ø2"ø1 1/2"ø4"ø1/2"ø3" VTR33"ø3/4"ø3/4"ø3/4"ø1/2"ø3/4"ø3/4"ø3"ø3"ø3"ø2 1/2"ø2"ø2"ø 1 1/4"ø 1 1/4"ø 1"ø4"ø 1/2"ø1"ø1"ø4"ø6"ø6"ø3/4"ø3/4"ø3/4"ø3/4"ø1/2"ø 3/4"ø3/4"ø3/4"ø1"ø1"ø3/4"ø1"ø6"ø3"ø3/4"ø3/4"ø3/4"øB-1WC-1L-1S-14" SANITARY FROMBUILDING L, SEEABOVE FORCONTINUATION1" CW TO BUILDING L,SEE ABOVE FORCONTINUATION4" SANITARY, 1 1/4"HW AND 3/4" HWRFROM BUILDINGK. 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'/.'(+$)"-$)"./-$) -)/.-**!-$) /$')/./# -(*.//$($3$)"1'1 /(1+$+$)" /$' /- $-0'/$)"+0(+*( ./$#*/2/ -*$' -)/..# (/$*( ./$#*/2/ -+$+$)"$"-(#*/2/ -- $-0'/$*) //(1)/.$)'$) +0(+ /$'+- ..0- "0" /4+$'"/ 1'1 ./-$) -2$/#'*2*2)1'1 $- /$*)*!!'*2$)'$) $-0'/*-+0(+0)$*)/4+$'+$+ #)" -.+-*1$ *0' !' /$*)) *+- ) /4+ #)!*-!$-.//2**) #.$ *!+0(+.0++*-/+0(+4+$+$)"*)'4# &1'1 ')$)"1'1 '*)"$/0$)'-$)"+$+ #)" -*-.0++*-/%0./' #'!#$)" -*./$!! ) -(4 - ,0$- -*./$!! ) -''/#- -*' 1$.#)" -+$+ .' 1 %0./' #$)" #)) '/-).1 -. - ((3' )"/#(79(3($)' 1$.#)" -/-).1 -. -$)"%0./' #$)" /-).1 -. - #)) '/-).1 -. - ((3' )"/#! /*) )/ -#)) '.$5 .- ,0$- #)) ''*)"$/0$)'- ((3' )"/#88++-*1 .+'$/./ '#)" -+$+ ./-+./-).1 -. - ((3' )"/#%0./' #$)" -*./$!! ) -'*)"$/0$)'- .((3' )"/#''/#- -*(3.0++*-/$)"./-0/0- 3+).$*))#*-.#*2)!*- 3(+' (3($)(79.0++*-/$)"./-0/0- (3($))/.. $.($- ./-$)/!*-.0.+ ) +$+$)"ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/4" = 1’-0"P3.2PLUMBING DETAILSDakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063No. Description Date42 PINK ROW UPUPUNIT C-1(2 BEDROOM)UNIT C-2(2 BEDROOM)STAIR 2ELECTRICALMETERROOMMAINTENANCEROOMBOILERROOMSPRINKLERROOMBUILDING B(LEVEL SB)BUILDING C(LEVEL 1)BUILDING A(ABOVE)BUILDING DBUILDING GET2AS2B1ET1TMV1P1P26"øSPRINKLER BACKFLOWAND RISER VALVESSPRINKLER SERVICE INABDECFGHJKLMNORTHSITE KEY PLANScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-FP1.SBFIRE PROTECTIONPLAN BLDG ’B’, ’C’ -LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063No. Description Date42 PINK ROW UNIT B-1(2 BEDROOM)TYPE AUNIT B-2(2 BEDROOM)UNIT C-3(2 BEDROOM)TYPE AUNIT C-4(2 BEDROOM)TYPE AELEVATORBUILDING B(LEVEL B)BUILDING C(LEVEL 2)BUILDING A(CRAWL SPACE)BUILDING GBUILDING DABDECFGHJKLMNORTHSITE KEY PLANScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-FP1.BFIRE PROTECTIONPLAN BLDG A-CRAWLSPACE BLDG B -LEVEL B BLDG C -LEVEL 2DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063No. Description Date42 PINK ROW BUILDING DBUILDING B(LEVEL 1)BUILDING CBUILDING GBUILDING A(LEVEL 1)UNIT A-1(2 BEDROOM)UNIT A-2(1 BEDROOM)UNIT B-3(1 BEDROOM)TYPE 'A'UNIT B-4(2 BEDROOM)UNIT B-5(1 BEDROOM)UNIT B-6(1 BEDROOM)UNIT B-7(STUDIO)UNIT A-2(2 BEDROOM)ABDECFGHJKLMNORTHSITE KEY PLANScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-FP1.1FIRE PROTECTIONPLAN BLDGS ’A’,’B’, ’C’ - LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063No. Description Date42 PINK ROW UNIT B-8(1 BEDROOM)TYPE AUNIT B-9(2 BEDROOM)UNIT B-10(1 BEDROOM)UNIT B-11(1 BEDROOM)UNIT B-12(1 BEDROOM)BUILDING BBUILDING CBUILDING ABUILDING GBUILDING DABDECFGHJKLMNORTHSITE KEY PLANScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-FP1.2FIRE PROTECTIONBLDGS ’A’, ’B’, ’C’ -LEVEL 2DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063No. Description Date42 PINK ROW BUILDING GBUILDING DBUILDING B(LEVEL 3)BUILDING CBUILDING AUNIT A-4(1 BEDROOM)H.C.UNIT A-5(1 BEDROOM)UNIT A-6(2 BEDROOM)H.C.UNIT B-13(1 BEDROOM)TYPE AUNIT B-14(2 BEDROOM)UNIT B-15(1 BEDROOM)UNIT B-16(1 BEDROOM)UNIT B-17(1 BEDROOM)ABDECFGHJKLMNORTHSITE KEY PLANScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-FP1.3FIRE PROTECTIONPLAN BLDGS ’A’, ’B’, ’C’LEVEL 3DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063No. Description Date42 PINK ROW BUILDING B(LEVEL 3)BUILDING A(ATTIC LEVEL)UNIT B-18(1 BEDROOM)UNIT B-19(2 BEDROOM)UNIT B-20(1 BEDROOM)UNIT B-21(1 BEDROOM)UNIT B-22(1 BEDROOM)ATTIC SPACEABDECFGHJKLMNORTHSITE KEY PLANScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"ABC-FP1.4FIRE PROTECTIONBLDGS ’A’, ’B’, ’C’ -LEVEL 4DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063SPRINKLERMAIN TOCONNECTWITH MAINBELOWNo. Description Date42 PINK ROW UPDNDNDNDNDNDNBUILDING DLEVEL 1UNIT D-1(2 BEDROOM)UNIT D-2(1 BEDROOM)RECEPTIONOFFICEKITCHENOFFICEWAITINGAREAHC LAV.JAN.MECH’LCONFROOMFITNESSROOMBUILDING ELEVEL 1SPRINKLER MAINUP FROM 1STLEVELSPRINKLER MAINUP FROM 1STFLOORBUILDING DLEVEL 2BUILDING ELEVEL 2UNIT D-3(2 BEDROOM)UNIT D-4(1 BEDROOM)UNIT E-2(2 BEDROOM)UNIT E-3(2 BEDROOM)SPRINKLERMAIN UP TO 2NDLEVELSPRINKLERMAIN UP TO 2NDLEVELABDECFGHJKLMNORTHSITE KEY PLANScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"DE-FP1.1FIRE PROTECTIONPLANS BLDGS ’D’, ’E’ -LEVEL 1 & 2DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063No. Description Date42 PINK ROW COMMUNITY ROOM (OPENABOVE)KITCHENETTEJANTOILETFITNESS ROOM (OPENABOVE)TOILETSPRINKLER MAINUNDERGROUNDFROM BUILDING "C"BUILDING FLEVEL 1SPRINKLER MAINTO 2ND LEVEL1" VALVE FORELEVATOR PITSPRINKLER1" VALVE. SIDEWALLSPRINKLER DOWNTO ELEVATORPIT AT 2’-0" FROMABOVE FLOORBOILER ROOMFITNESS ROOM BELOWCOMMUNITY BELOWTOILETS BELOWBUILDING F2ND LEVELScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/4" = 1’-0"F-FP1.1FIRE PROTECTIONPLANS BLDG ’F’ -LEVELS 1 & 2DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANSPRINKLER MAINFROM 1ST LEVEL1" VALVEUPRIGHT SPRINKLERAT TOP OF ELEVATORSHAFTNo. Description Date42 PINK ROW UNIT G-5(2 BEDROOM)UNIT G-6(1 BEDROOM)UNIT G-7(1 BEDROOM)UNIT G-8(1 BEDROOM)UNIT G-9(2 BEDROOM)BUILDING KBUILDING HBUILDING GUNIT G-4(1 BEDROOM)UNIT G-3(1 BEDROOM)UNIT G-2(1 BEDROOM)UNIT G-1(2 BEDROOM)BUILDING G(CRAWL SPACE)SPRINKLER MAINUP TO LEVEL 1ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"G-FP1.1FIRE PROTECTIONPLANS - BUILDING ’G’ -CRAWL SPACE ANDLEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDAAuthor11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANSPRINKLER MAINDOWN TOCRAWL SPACENo. Description Date42 PINK ROW UNIT H-1(1 BEDROOM)UNIT H-2(2 BEDROOM)METERROOMLAUNDRYROOMBOILER ANDSPRINKLERROOMJANITORLOBBYBUILDING HBUILDING JBUILDING KUNIT K-2(1 BEDROOM)UNIT K-4(1 BEDROOM)UNIT K-1(1 BEDROOM)UNIT K-3(1 BEDROOM)BUILDING GBUILDING MScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"HK-FP1.1FIRE PROTECTIONPLANS BLDGS ’H’ & ’K’ -LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW BUILDING JUNIT J-8(2 BEDROOM)UNIT J-7(1 BEDROOM)UNIT J-6(1 BEDROOM)UNIT J-3(2 BEDROOM)UNIT J-2(2 BEDROOM)UNIT J-1(2 BEDROOM)UNIT J-5(2 BEDROOM)UNIT J-4(2 BEDROOM)ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"J-FP1.1FIRE PROTECTIONPLAN BLDG ’J’ - LEVEL1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW MAINTENANCEOFFICE/ STORAGESPRINKLER MAINFROM M BUILDINGUNDERGROUNDSPRINKLER MAINTO L BUILDINGSPRINKLER SERVICE INWITH BACKFLOW ANDRISER VALVESUNIT M-1(1 BEDROOM)UNIT M-2(2 BEDROOM)UNIT M-3(2 BEDROOM)UNIT M-4(2 BEDROOM)UNIT M-5(2 BEDROOM)UNIT M-11(2 BEDROOM)UNIT M-10(2 BEDROOM)UNIT M-9(2 BEDROOM)UNIT M-8(2 BEDROOM)UNIT M-7(2 BEDROOM)UNIT M-6(2 BEDROOM)ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1’-0"LM-FP1.1FIRE PROTECTIONPLANS BLDGS ’L’ & ’M’DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201716-063ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW )*) %)/-**#&()-*+&(*)&($!"(%$"&$$*)&($!"(()(,-*)/)*#)&($!"(&&$$)&*%()*)*)**%$(&(*#$*%$$*%$-""#%+$*&&%(&"+&&(+(&&"%-%-$"%-)-*"(#*#&()-*"(#"%-+&!,",&())+()-*"(#&$$*)&($!"()-"")&($!"(%),",-*,",%#$*%$)&($!"(&&$%)/-**#&()-*)(&*%$)/#%")(&*%$)/#%"%# )&( *%$*(*%()""(,&&(%,"%*%-$()$)+($((("%"(#()""$"%"+"$%"&(%(*%%##$$%$)*(+*%$ *%$*(*%()""()&%$)"%(*/(+""+"*%$)$*""/%+*%&&$&&)0)$)&($!"("%*%$)$%($-**"*)**%$%$& $*)$*(&(**%$) ))#($*%)&($!"()/)*#)('+(*%#*+(($*$&$+"$%))&($!"()/)*#/(+"""/)$*%&(%, &#&()'+(%%*%,(*#%)*(#%* )'+(%%*(-* &#""%-$%(*%*"%#$$)$%+*)%))*(#) )&($!"()&$*)'+(*#.#+# )&($!"(*#&(*+((*$% 4*% 4#.#+#-* %( &(%,%#&"*$%&(*%$"(&(%**%$)/)*#)$"+$""$))(/#*(""%($'+&#$* **(#&(%,)""#$+($)$)*""%$$*$#!%&(" **(#$*)""#$))%-$$%$*(*%+#$*)(-$))&*%$)$("***#$*) **(#(#%,)""#$*%)%$$*(#%,$"""/)&%)%$%($-*"%")**$("(+"*%$)""'+&#$*$#*(")""""")*$$)*""$%($-*#$+*+(()$)*(+*%$)$(%##$*%$) *%$*(*%()""%*$""('+(&(#*)$(($%(""('+($)&*%$)$%($-*"")**$"%"%,($$+*%(*) ""-%(!)""&(%(#/"$)-%(!#$$%($-*)**$"%"(+"*%$) ""-%(!)""$%($-*"""%")**$$*%$"%)$(+"*%$)-#/&&"/ *%$*(*%(#/)+)**+*'+&#$*%$%*(#$+*+((*)%'+"'+"*/$(*$)+ **%*%-$()$$$()(,-$&*$ *%$*(*%()"",(/""#$+*+(()*"%$+#()-*#$+*+(()%(+(($*%$+(*%$)$+$*%$) (&(%**%$&"$)$*")((##*$%$%*)%-""$*(($)$%$*%$),)"$%($**#/.)* *%$*(*%(#+)*,)** %)**%%##"(-*%$*%$)$))+#()&%$)"*/%(%$*%$)*(%%($$+($*%$+*%-%(! 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31TO LTGTO LTGBOILER ROOMFITNESS ROOMBELOWCOMMUNITYBELOWTOILETSBELOWAAAAAAAAAACCCCHPF - 31HPFTO SWITCHTO SWITCHScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1'-0"F-EL1.1ELECTRICALLIGHTING PLANSBLDG F - LEVELS 1AND 2DakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor11/01/201616066.01ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW GFIGFIGFIGFIGFIGFIGFIGFIFFFFFFFFSSCOMMUNITY ROOM(OPEN ABOVE)KITCHENETTJATOILETFITNESS ROOM(OPEN ABOVE)TOILETHPF - 20HPF - 22HPF - 23 HPF - 24HPF - 25HPF - 21HPF - 32,34,36ELEVATORBOILER ROOMFITNESS ROOMBELOWCOMMUNITYBELOWTOILETSBELOW2' - 3"P6P5B1B2P1P2HPF - 1,3,5HPF - 2,4,6VFVFHPF - 7,9,11 HPF - 8,10,12P3P4HPF - 14,16,18HPF - 13,15,17HPF - 19HPFHHPF - 27,29H4HPF - 33SECURITY HEAD ENDS/CHPF - 27,29HPF - 26,28,30CT-ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1'-0"F-EP1.1ELECTRICALPOWER PLANSBLDG F - LEVELS 1AND 2DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201616066.01ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW 3333 33 BUILDING KBUILDING HBUILDING GBBBBBBBBBCCECCCBBBBEEEEEECCCEBBECBTPG9TPG9 - 10 TPG9 - 3TPG8TPG7TPG8 - 3TPG8 - 10TPG7 - 3TPG6 - 10TPG5 - 3TPG6TPG5TPG2TPG1TPG3TPG4TPG6 - 3TPG3 - 10TPG4 - 10TPG1 - 10TPG2 - 10TPG3 - 3XEEMEMUNIT G-5(2 BEDROOM)UNIT G-6(1 BEDROOM)UNIT G-7(1 BEDROOM)UNIT G-8(1 BEDROOM)UNIT G-9(2 BEDROOM)UNIT G-4(1 BEDROOM)UNIT G-3(1 BEDROOM)UNIT G-2(1 BEDROOM)UNIT G-1(2 BEDROOM)LAUNDRYROOMUNIT G-9(1 BEDROOM)TPG7 - 10TPG5 - 10TPG2 - 3TPG1 - 3TPG4 - 3DBBB1BBBBDBBBDCBBDBBBBBB1DBDBBDBBDBBBDBAAAAAAAXECAXECAAAAAABBBBBBTPK2BBTPK4BBBAAAHPH1 - 20GGGGDTPH1DTPH1 - 10ECCEDCETPK4 - 10HPH1 - 20XFXFXFXFScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1'-0"GH-EL1.1ELECTRICALLIGHTING PLANBUILDING 'G' AND'H'DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201616066.01ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW SSGFIFFGFIGFI GFI JGFIJGFI GFI JGFIGFIGFI GFIJ GFIGFI GFIGFIGFIGFI GFIGFIGFIJ JGFI GFIJGFI GFIGFI JJSSGFIGFI GFI GFIGFIGFIGFIGFI GFIGFIJGFIFFFFFFGFIGFIGFIGFIGFISSSSSSSSS SSFFM MTVTVTVTVTVTVTVTVTVMMTVTVMTVM TVTVTVTVMM MMM MTVTVTVMTVTVTVTVTVMMMMTVJMTVBUILDING KBUILDING HBUILDING GTPG6221421TPG6 - 34TPG6 - 455TPG6 - 5TPG6 - 6,8TPG6 - 7TPG6 - 11,13TPG422TPG4 - 3TPG4 - 5TPG4 - 4TPG4 - 6,8TPG4 - 7TPG4 - 9TPG4 - 11,134455TPG1222TPG1 - 4445TPG1 - 7TPG222TPG2 - 2TPG2 - 344TPG2 - 45TPG2 - 5TPG2 - 6,8TPG2 - 7TPG2 - 11,13HHPHHTPG72TPG7 - 24555TPG7 - 6,8TPG7 - 7TPG7 - 5TPG7 - 9TPG7 - 3TPG7 - 11,13TPG8TPG8 - 34TPG8 - 25TPG8 - 6,8TPG8 - 7TPG8 - 9TPG8 - 11,132TPG4 - 2TPG3 - 3TPG3 - 445TPG3 - 7TPG3 - 9TPG3 - 11,13TPG9222TPG9 - 34TPG9 - 45TPG9 - 6,8TPG9 - 7TPG9 - 9TPG9 - 11,13TPG5TPG5 - 1TPG5 - 31122244TPG5 - 55TPG5 - 6,8TPG5 - 95TPG5 - 12TPG5 - 4TPG5 - 7TPG5 - 11,13TPG5 - 2HHHHHKEKEKEKEEF-1EF-1EFEFEF-1EFEFKE121212TPG3 - 12TPG9 - 12TPG7 - 12TPG8 - 12TPG7 - 12TPG2 - 12TPG2 - 1212HPH1 - 18114141414UNIT G-5(2 BEDROOM)UNIT G-6(1 BEDROOM)UNIT G-7(1 BEDROOM)UNIT G-8(1 BEDROOM)UNIT G-9(2 BEDROOM)UNIT G-4(1 BEDROOM)UNIT G-3(1 BEDROOM)UNIT G-2(1 BEDROOM)UNIT G-1(2 BEDROOM)LAUNDRYROOMREVISED UNIT G-9(1 BEDROOM)TPG5 - 12TPG6 - 211TPG6 - 1TPG3111TPG4 - 12221111224544TPG9 - 1111TPG9 - 25TPG9 - 55TPG8 - 5111TPG7 - 12244TPG9 - 12EF-1EFEF-1EFH2111TPG2 - 1TPG1 - 11,13111TPG1 - 12222141414TPG1 - 14TPG1 - 35TPG1 - 6,8TPG1 - 9S/CS/CS/CS/CS/CS/CS/CS/CS/CHPH1 - 18HPH1 - 1822244511112TPH1 - 1TPH1 - 7TPH1 - 4TPH1 - 5TPH1 - 6,8TPH1 - 9TPH1 - 2TPH1 - 3TPH1 - 13,15141414TPH2 - 14TPH2 - 21414TPK2 - 1414222TPK2 - 22244TPK2 - 55TPK2 - 6,85TPK2 - 9TPK4 - 3111TPK4 - 12TPK4 - 4TPK4 - 92TPK2 - 11,13TPK2 - 12TPK2TPK4TPH1TPH1S/CS/CS/CHPH1 - 1,3HPH1 - 2,4HPH1 - 5,7HPH1 - 6HPH1 - 8HPH1 - 9TPG4 - 12EF-111A*1A*TPG6 - 91A*11A*12224TPG3 - 6,82TPG2 - 91A*411A*1A*1A*EF-1EF-1TPG9 - 12EF-1TPH1 - 12EF-11A*1A*1A*1A*TPG1 - 12TPK2 - 11,13HPEF-1TPK2 - 12TPG2 - 12HPH1 - 26,28HPH1 - 32,34HPH1 - 33HPH1 - 27HPH1 - 29P-1P-2B-11A*BACK BOX AND FOR FUTURE FA ADDRESSABLEMODULE IF APARTMENT IS COVERTED FORHEARING IMPAIRED TENANTSS/CScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1'-0"GH-EP1.1ELECTRICALPOWER PLANBLDG 'G' AND 'H'DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201616066.01ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW 333333 33 33 3UNIT H-2(2 BEDROOM)METERROOMBUILDING JBCAAAAAAABBBBBBTPJ3TPJ3 - 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1TPJ7 - 2TPJ7 - 11,13TPJ7 - 3TPJ7 - 5TPJ7 - 6,8TPJ7 - 4TPJ3TPJ3 - 1111TPJ3 - 2222TPJ3 - 344TPJ3 - 455TPJ3 - 6,8TPJ3 - 9TPJ3 - 7TPJ3 - 11,13HP14141414TPJ3 - 14TPJ7 - 7TPJ4111TPJ4 - 3TPJ4 - 11,13HPTPJ4 - 12222444TPJ4 - 5TPJ4 - 6,8TPJ4 - 7TPJ4 - 4TPJ4 - 275TPJ5TPJ5 - 111122222244TPJ5 - 3TPJ5 - 2TPJ5 - 45559TPJ5 - 7TPJ5 - 9141414TPJ5 - 15TPJ6111TPJ6 - 1222224TPJ6 - 34455TPJ6 - 6,8TPJ6 - 7141414TPJ6 - 14TPJ6 - 15214111TPH2 - 122222TPH2 - 3TPH2 - 24555TPH2 - 6,8TPH2 - 7TPH2 - 4TPH2 - 9TPH2 - 11,13TPH2 - 1414141414TPH2 - 5TPJ11111TPJ1 - 1TPJ1 - 22222TPJ1 - 34TPJ1 - 4555TPJ1 - 6,8TPJ1 - 7TPJ1 - 5TPJ1 - 910TPJ1 - 11,13TPJ1 - 12141414TPJ1 - 1411111TPJ2 - 12222TPJ2 - 2TPJ2TPJ2 - 34TPJ2 - 555TPJ2 - 4TPJ2 - 6,8TPJ2 - 7TPJ2 - 9TPJ2 - 11,13TPJ1 - 122TPJ5 - 141414HPH1 - 1410TPJ6 - 11,13TPH1 - 22TPH1 - 12HPH1 - 17,19SEWAGE EJECTORHPH1 - 24H5SECURITYSYSTEM1A*TPJ4 - 125TPJ4 - 9TPJ5 - 6,8TPJ5 - 16,181A*S/C1A*HPEF-1TPJ5 - 17EF-1TPJ5 - 5TPJ5 - 19EF-1TPJ6 - 12EF-1TPJ6 - 16EF-1HP-TPJ6 - 9TPJ6 - 17TPJ6 - 5EF-1EF-1TPJ3 - 15EF-1TPJ3 - 16S/C55542222TPJ7 - 9S/CS/C1111A*1A*HP-HP-EF-1EF-1EF-1EF-1TPJ7 - 121111EF-1HP1TPH2 - 15EF-1TPH2TPH2 - 1615151515DENOTES CIRCUIT IN ASSOCIATED APARTMENT TENANT PANELS/CS/CEF-1FIRE ALARMCONTROLPANELSTRUCTURED MEDIAENCLOSUREHPH1 - 30EWH-ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1'-0"J-EP1.1ELECTRICALPOWER PLANBLDG J - LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201616066.01ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW 3333BUILDING KAAAAAAECDBBBBBBCCCCEECEEBDBBBBTPK4 - 10TPK4 - 3TPK2 -10,<unnamed>B1BBBDDEMXEXETPK1HPH1 - 21HPH1 - 21ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1'-0"K-EL1.1ELECTRICALLIGHTING PLANBLDG K LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor11/01/201616066.01ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW SGFIJSSSSSSGFIGFIGFI GFI GFI GFI GFI GFI SMTVTVTVTVMMMTTVTVTTVSMTVTVTVTVTVTVMMMMBUILDING KTPK4TPK4 - 1TPK4 - 2TPK4 - 9TPK4 - 5TPK4 - 6,8TPK4 - 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10TPM8 - 3TPM7TPM7 - 3TPM6 - 3TPM6 - 10TPM1 - 3TPM1 - 10TPM2TPM2 - 3TPM2 - 10XEXEXECXECEMEMAAAAAAAAAAAAAAAHPH1 - 22HPH1 - 22HPH1 - 22UNIT M-11(2UNIT M-10(2UNIT M-9(2UNIT M-8(2UNIT M-7(2UNIT M-6(2UNIT M-1(1UNIT M-2(2UNIT M-3(2UNIT M-4(2UNIT M-5(2XFXFXFXFXEXFUNIT L-1(2-CHPLHPL - 6EFFFFGGGGMAINTENANCEOFFICE/ STORAGEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1'-0"LM-EL1.1ELECTRICALLIGHTING PLANBLDGS L AND MLEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201616066.01ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW SSSJGFIJFF GFI SSSSJGFI GFI JGFI GFIGFIGFIGFIGFI GFIGFIGFIGFIGFI GFIGFIGFIGFIGFIJJJGFIGFIGFI GFI GFIGFI GFIGFIGFIGFIGFIGFIJGFI GFI GFI GFIGFIGFIGFIGFIJJJGFI GFI GFIGFIGFIGFIGFI GFI GFIGFIGFIGFIGFIGFISSFFSSSSSSSSSSSSTVTVTVMMTVTVTVM MMTVTVM MMTVTVTVMM TVTVTVTVTVTVTVTVMTVTVTVTVTVMMMMMMTV TVTVTVMMMMMTVTVMSGFI TPM9TPM9 - 1HP1EF-1TPM9 - 7TPM9 - 5TPM9 - 2TPM9 - 14TPM9 - 6,8TPM9 - 9TPM9 - 4TPM9 - 11,13TPM9 - 3TPM9 - 12TPM1TPM1 - 2TPM1 - 1TPM1 - 4TPM1 - 5TPM1 - 6,8TPM1 - 7TPM1 - 9TPM1 - 11,13EF-1HP1HP1TPM11111222TPM11 - 2TPM11 - 1TPM11 - 344455TPM11 - 6,8TPM11 - 4TPM11 - 5TPM11 - 7TPM11 - 9TPM11 - 11,13TPM11 - 14141414TPM10EF-1111TPM10 - 12222TPM10 - 2TPM10 - 344555TPM10 - 4TPM10 - 6,8TPM10 - 74TPM10 - 9HP1TPM10 - 11,13TPM10 - 12141414TPM10 - 141111322222TPM5945554TPM5 - 11,13TPM5 - 121414141414TPM411122223444559141414TPM4 - 11,13TPM4 - 6,8TPM4 - 12TPM4 - 1TPM3 - 12TPM3 - 5TPM3 - 2TPM3 - 7TPM3 - 6,8TPM3 - 9TPM3 - 11112222TPM3TPM3 - 4445TPM3 - 322222115441TPM2TPM2 - 12TPM2 - 5TPM2 - 4TPM2 - 7TPM2 - 11,13TPM2 - 1TPM2 - 2TPM8TPM7TPM6212221155442TPM8 - 5TPM8 - 1TPM8 - 14TPM8 - 12TPM8 - 11,13TPM8 - 6,8TPM8 - 7TPM8 - 4TPM8 - 3TPM8 - 9141414TPM7 - 6,8TPM7 - 5TPM7 - 4TPM7 - 3TPM7 - 11,13TPM7 - 2TPM7 - 142222141414141115544TPM6 - 1TPM6 - 14TPM6 - 2TPM6 - 3TPM6 - 12TPM6 - 4TPM6 - 5TPM6 - 11,13TPM6 - 7TPM6 - 6,811122141414225544TPM1 - 12TPM2 - 31616161616HPH1 - 16UNIT M-11(2UNIT M-10(2UNIT M-9(2UNIT M-8(2UNIT M-7(2UNIT M-6(2UNIT M-1(1UNIT M-2(2UNIT M-3(2UNIT M-4(2UNIT M-5(2HPH1 - 25H6SECURITY HEADEND RACKS/C1A*EF-1EF-1TPM11 - 121A*TPM10 - 121A*1A*S/CEF-1EF-1TPM5 - 6,8EF-1HP-1TPM5 - 15TPM5 - 71A*TPM4 - 14TPM4 - 5TPM4 - 2TPM4 - 15TPM4 - 7TPM5 - 2TPM5 - 14EF-1EF-1TPM4 - 12HP11414S/C1A*1A*1A*1A*1A*1A*1A*S/C1111S/CS/CEF-1TPM7 - 12TPM7 - 9TPM7 - 12EF-1EF-1EF-1EF-1EF-114141414TPM2 - 1414141414TPM3 - 14S/CHP1EF-1EF-1TPM2 - 9TPM1 - 3TPM1 - 12S/CS/CEF-1EF-1HP-11A*TPM3 - 11,13EF-1DENOTES CIRCUIT # INASSOCIATED TENANTPANEL-TP (TYP)TPM7 - 1S/CS/CDENOTES CIRCUIT # INPANEL HPH1 FORCORRIDORRECEPTACLES (TYP)TPM5 - 1TSFSHPL11HPL - 1HPL - 2222HPL - 4HPL - 5,7HPL - 3F1CU-HPL - 8,10HPL - 9H7SECURITY HEADENDBUILDINGDENOTES CIRCUIT # INPANEL HPL (TYP)ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1'-0"LM-EP1.1ELECTRICALPOWER PLANBLDG L AND MLEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201616066.01ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date42 PINK ROW -,"",,,,(",(%' - , "+%+&)'%-"%"+%+&('-+(%)'%0"-!/("/),&'-+02'0"+"' -(-%)!(',+/" -((''--( "))(0+(''-"('"'"-"-"('"+."-,-2)"%"'"-"-"('/",&'.%).%%,--"(',,&($'(--(+, ++-()%',(+*.'-"-",'%(-"('-2)"%'(-""-"('/",,)$+,-+(,,)$+,',-+(, ++-()%',(+*.'-"-2'%(-"('-2)"%'(-!%"'+,",-(+-2)"%."(/",.%"+."- )+(/"&.%-")%"+."-,-(&-+*."+&'-,%("+."-,-(&1"&.&((''--($(1,(+.-.++,,%&(.%,"'0%%"' .'"-, "+%+&,2,-&'(-, "+%+&,2,-&-(.%%2+,,%0"-!/("/.-"(')"%"-", ,&($--(+,"'0%%"' .'"-,-(%(%'('+,,%'(-(''--(-!).-"'-+(''-,("('"'"-"-,%%,&($,"'-!)+-&'-0"%%'(-"2 )+(/"(1(+.-.++,,%&(.%"'!0%%"' .'"- +,,%&(.%0"%%"',-%%"-!.'"-",/+('/+-(+.,2!+"' "&)"+-''- )+(/"0"+,+(&-!,&($--(+,-(-!"(10"-!"'!0%%"' .'"-'(-(''--(-!,&($--(+ )+(/"."%"' ,2,-&"+%+&0"+"' -("(1"'!)+-&'- ,)$+,('%2"'0%%"' .'"-,/'-!(. !,2&(%,!(0,,)$+,-+(0"%%,(.''(-"2"'-!/'-(."%"' /""'"-"-"('-(&"'-"'6--!)"%%(0 ' - , % , %%-+"%)(0++",+" +&' - , ,-+.-.+%"' -/,!&-"" +& + &)(0'+,&-+&"'+$+'(-+'!/"&-+,-,+:"':(.- ,()+-&'-!/:/ %'%(,-0':)!,% , &).-(&-"-+',+,0"-!-,.-"%"-2-+',(+&+ &) '",(''-,0"-! -2)"%(+%%,-(-''-,)'%,-)-''-)'%-)-2)"%(%--+," '-"('"'"-,.'"--2)&"'"'(&"' ,0"-!"+."-+$+ &)2/)!0 +'!/"&-+,($- +"' %,,0"-!%/+2),,'&)&(%3&!-2)"%( +'!/"-(,%--(,-20"-!"'/+,(.+!" !-+*."+&'-, ,,.!-!20"%%%"$%2-("',-$,-!-+(+&-+,!" ! ('-+-(+-(%2(.-&-+,-,"'&-+%-+"%+((&(+"' %2 )+(/"-)(1,',,+2-(1-'&-+,-,2('('0%% )$ '-.+% , '+-(+,- ,",(," ' '+, 702/)!0-1-+"(+0%/%(.,-"%'%(,.+/!(-% , &-+,-,,('+2+"'(&"' .-"%"-2%-+"%)(0+,+/"!."%"' ."%"' $."%"' &."%"' #."%"' %."%"' &"'."%"' ,-+.-.+&"'%(,.+('4-!"$)"'-)%20(($(+'."%"' &+,"3(++*."+*.")&'-'%"' -0(('."-,0"-!).%%,-+"' -/%+ (++ 0"-!)+-&'-- -2)(+%%)+-&'-,-%0"-!)+-&'-- -2)(+%%)+-&'-,)+-&'--/+)-%-2),)%',(+*.'-"-",'%(-"(', /("(.-%-+#(++#,"+-2(0'+-2),)%',(+*.'-"-",'%(-"(', -(.-%-+#-2),)%',(+*.'-"-",'%(-"(', (1%-%)+-&'-(&)-,-+.-.+&"'%(,.+%/"-('-(+*.%)+(/"/(.-%-'+2 -(1%-((-!+)+-&'-,(++(),"'(-!++, )(%(+.'+ +(.',+/"%(-"('('-+-(+-(," '',"3."%"' ,-+.-.+%"' ,2,-& /("--"'-+'-(''-"(''%-/,!%%)+(/"-(!)+-&'-'-!(&&(''("+, +(),,"'"-('-!)%', "'%.%%(-"('(+.-.+-''--/("'-/+*."+&'-, -2)"%)+-&'-('" .+-"('ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1'-0"E2.1POWER RISERDIAGRAMDakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201616066.01No. Description Date42 PINK ROW -,"",,,,(",(%' - , % ,%-+"%)(0++",+" +&' - , "+%+&)'%-"%' - , ,-+.-.+%"' -/,!&-"" +& + &)(0'+,&-+&"'+$++'!/"&-+,($- +"' %,,0"-!%/+2),,'&)&(%3&!-2)"%( +'!/"-(,%--(,-20"-!"'/+,(.+!" !-+*."+&'-, ,,.!-!20"%%%"$%2-("',-$,-!-+(+&-+,!" ! ('-+-(+-(%2(.-&-+,-,"'&-+%-+"%+((&(+"' %2 )+(/"-)(1,',,+2-(1-'&-+,-,2('('0%% '(-+'!/"&-+,-,+:"':(.- ,()+-&'-!/:/ %'%(,-0':)!,% , &).-(&-"-+',+,0"-!-,.-"%"-2-+',(+&+ &) '",(''-,0"-! )$ '-.+% , '+-(+,- ,",(," ' '+, 702/)!0-1-+"(+0%/%(.,-"%'%(,.+-2)"%(+%%,-(-''-,)'%,-)-''-)'%-)-2)"%(%--+," '-"('"'"-,.'"--2)&"'"'(&"' ,0"-!"+."-+$+ &)2/)!0 "+%+&('-+(%)'%0"-!/("/),&'-/!(-% , &-+,-,,('+2+"'(&"' .-"%"-2%-+"%)(0+,+/"%/%,%/%%('%/%%/%-!+%/%-0(%/%(.++((+02'0"+"' -(-%)!(',+/" -((''--( "))(0+(''-"('"'"-"-"('"+."-,-2)"%"'"-"-"('/",&'.%).%%,--"(',,&($'(--(+, ++-()%',(+*.'-"-",'%(-"('-2)"%'(-""-"('/",,)$+,-+(,,)$+,',-+(, ++-()%',(+*.'-"-2'%(-"('-2)"%'(-!%"'+,",-(+-2)"%."(/",.%"+."- )+(/"&.%-")%"+."-,-(&-+*."+&'-,%("+."-,-(&1"&.&((''--($(1,(+.-.++,,%&(.%,"'0%%"' .'"-, "+%+&,2,-&'(-, "+%+&,2,-&-(.%%2+,,%0"-!/("/.-"(')"%"-", ,&($--(+,"'0%%"' .'"-,-(%(%'('+,,%'(-(''--(-!).-"'-+(''-,("('"'"-"-,%%,&($,"'-!)+-&'-0"%%'(-"2 )+(/"(1(+.-.++,,%&(.%"'!0%%"' .'"- +,,%&(.%0"%%"',-%%"-!.'"-",/+('/+-(+.,2!+"' "&)"+-''- )+(/"0"+,+(&-!,&($--(+,-(-!"(10"-!"'!0%%"' .'"-'(-(''--(-!,&($--(+ )+(/"."%"' ,2,-&"+%+&0"+"' -("(1"'!)+-&'- ,)$+,('%2"'0%%"' .'"-,/'-!(. !,2&(%,!(0,,)$+,-+(0"%%,(.''(-"2"'-!/'-(."%"' /""'"-"-"('-(&"'-"'6--!)"%%(0 &"'."%"' ,-+.-.+&"'%(,.+('4-!"$)"'-)%20(($(+'."%"' &+,"3(++*."+*.")&'-'%"' -0(('."-,0"-!).%%,-+"' -/%+ (++ 0"-!)+-&'-- -2)(+%%)+-&'-,-%0"-!)+-&'-- -2)(+%%)+-&'-,)+-&'--/+)-%-2),)%',(+*.'-"-",'%(-"(', /("(.-%-+#(++#,"+-2(0'+-2),)%',(+*.'-"-",'%(-"(', -(.-%-+#-2),)%',(+*.'-"-",'%(-"(', (1%-%)+-&'-(&)-,-+.-.+&"'%(,.+%/"-('-(+*.%)+(/"/(.-%-'+2 -(1%-((-!+)+-&'-,(++(),"'(-!++, )(%(+.'+ +(.',+/"%(-"('('-+-(+-(," '',"3."%"' ,-+.-.+%"' ,2,-& /("--"'-+'-(''-"(''%-/,!%%)+(/"-(!)+-&'-'-!(&&(''("+, +(),,"'"-('-!)%', "'%.%%(-"('(+.-.+-''--/("'-/+*."+&'-, -2)"%)+-&'-('" .+-"('ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1'-0"E2.2POWER RISERDIAGRAMDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor11/01/201616066.01No. Description Date42 PINK ROW SSS' - , )&(.'--+',(+&+0"-!'(-,' - , ,+/"*.")&'- +(.'"' -"% # " ! HHHH %% -(++"(+(&,--"('0"-!."%-"'.33+/20+,&(%-+',(+&+/-(/20+,&(%&+ '2,0"-!/20+,&(% ! % SSTEE % # -+',(+&+,('+2-+&"'%,!" !/(%- ,"(-+',(+&+,('+2,"(-+',(+&+0"-!-+&"'%,(+,('+2('.-(+(''-"('++(.-1",-"' ,('+2('.-(+,"'-(-!$"%(0--!(.+&-+ )+(/"('.-(+,-(&-!1",-"' +(&-!$"%(0--!(.+&-+-(-!-+',(+&+-+&"'%,(&'"(.)'2,',(+%.%$+++0!"-%$0%%,0"-!,-(%" !-,'.-+%(',-'--(&+ -- .'"-,&),+",)(0+)$&)/(%-,"' %)(%"+."-0%%,0"-!+,-+((&&+ '2).%%(+-("'",!%((+(++"(+%%0%%%" !-"%"' CA/8 +(.'+(( +(.'"' 0"+(('('"' .,!"' ++" ",-%('."-(('0%,('"' .,!"' ,(%+%,,%. ,0-+)")'(--( +(.'-+&"'%"'*.")&'--%,-(('(+&(+,-%+"'(++,('(-%,,-!'"('+-','(+.+"(''-"(',&2.,0!+',,+288 +(.'"' +-(,2,-& +(.'-+&"'% +(.'%&)('0-+)") +(.'"' %-+(('.-(+)%.,('."-".,,)+(--"(' +(.'"' .,!"' #.&)+,'(+('."-(''-"(',-("'-+"(+&-%0-+)") +(.'"' %-+(,'-( +(.'&-%+&(."%"' &.,-,,"% ',- %%#(/+.++'-)+(--"('&+ '2%('('&+ '2%(-+',+,0"-!(/+.++'-)+(--"('&"'",(''-.-"%"-2(+'(+&%)(0+,(.+ %#! -2)"%.'"--('1-.'"-!%%02-!+((&(''-)(0+-+&"'%,"',&($--(+-('+,-+)-%"+."-+((&2-((.-)")-("'-+"(+ +(.'%/%-( +(.'"1-.+,0)(1)/)")1-+'%."%"' +(.' +"1(-!+&"0%,-2) +())+"'+,,+/"*.")&'-+&-(,.))%20-+&-++())+&"'('#.&)+&-%%"('."- +(.'.,'.-+%.,."%"' +(.''.-+%"',.%-",(%- +(.' +(.'%&)-2)&('#.&)+(' +(.'"' .,!"' ('#.&)+&"',+/"*.")&'-1 %/-(+,!-"+,-%((+9) ,('%((+-!"+%((+(.+-!%((+1 91 ,91 -()(%/-(+,!-9'(-+*."+('%20!',)+"'$%+,++*."+"',!--/+2(-!+%((+%/% 9"1-&)!---(+-2)"%&--2)('(-+.'"'%/-(+,!-%/-(+('-+(%%+0.-(,+-.+',"0%%,)+"'$%+!%/ &! +((&--(+"'-!,!-(+&!"'+((&,',.'-"(' +&(/1",-"' )&')+(/",!.'--+"))&(+%/-(+ 0!'-!!- !-"-,!(.%,'," '%-(-!,!.'--+")-(()'-!)&0!"!0"%%$"%%)(0+-(-!%/-(+ -!%/-(+0"%%-!'+-.+'-(-!%(0,-%/%-!+(. !-!.-(,+-.+' %!" (--(&%((+,&%/-(+,!-/&--()%((+&-&-,%/-(+&!"'+((&,,,-()(%/-(+,!-,," '-%((+%-+'-%((+'(-+*."+('%20!'!---(+,',)+"'$%+,++*."+-(-%)!('$(+&--(%/-(+('-+(%)'%%%%((+,-2)"%%" !-"' %(%$(&&('%.('-+(%+%$%.++%$0!"-'.-+%!(- +(.'+)(0+)$0--,-())+3.%-+,('""%"' ,',(+0--,-())+0-'(-, %" !-"' %(,'-.+'('0!'-%,-(',',(+--,&(-"(' '(-('-+-(+,!%%"',-%%2),,-/+2%(-"('0!+(/++",0"-!,1",- -2)"%(+!(++"(+0"' ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19 1/8" = 1'-0"E2.3ELECTRICALDETAILSDakotaPartners, Inc.OXOBOXOLOFTSDARS11/01/201616066.01No. Description Date42 PINK ROW ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19E3.1ELECTRICALPANELBOARDSCHEDULESDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor11/01/201616066.01Notes:Total Est. Demand:29 AReceptacle180 VA 80.00% 144 VATotal Conn.:27 AOther2880 VA 100.00% 2880 VATotal Est. Demand:5934 VAMotor2116 VA 112.50% 2381 VATotal Conn. Load:5706 VALighting - Dwelling Unit 17 VA 100.00% 17 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:25 A 29 ATotal Load:2615 VA 3091 VA4142394037383536333431322930272825262324212219201718151613---- -- 529 VA1411HP120 A 2 529 VA 1058 VA 1 20 AKEF129 FRIDGE 20 A 1 180 VA 17 VA 1 20 A Lighting - Dwelling Unit 107STOVE FAN20 A 1 500 VA 90 VA -- ----85 KITCHEN RECEPTACLES 20 A 1 360 VA 90 VA 2 20 A STOVE 63BATHROOM CIRCUITS20 A 1 194 VA 720 VA 1 20 AKITCHEN RECEPTACLES41 BEDROOM RECEPTACLES 20 A 1 720 VA 720 VA 1 20 A LIVING ROOM RECEPTACLES 2CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKTNotes:Enclosure:MCB Rating:100 AMounting:RecessedWires:3Mains Rating:100 ASupply From: Phases:1Mains Type:Location: Volts:120/208 singleA.I.C. Rating:Branch Panel:TPJ4Notes:Total Est. Demand:39 AReceptacle180 VA 80.00% 144 VATotal Conn.:38 AOther3960 VA 100.00% 3960 VATotal Est. Demand:8086 VAMotor3174 VA 108.33% 3439 VATotal Conn. Load:7858 VALighting - Dwelling Unit 17 VA 100.00% 17 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:38 A 38 ATotal Load:3903 VA 3955 VA414239403738353633343132293027282526232421221920171815Motor20 A 1 2116 VA 180 VA 1 20 AOther1613---- -- 529 VA 1080 VA 1 20 ABEDROOM 2 RECEPTACLES1411HP120 A 2 529 VA 0 VA 1 20 ASpare129 FRIDGE 20 A 1 180 VA 44 VA 1 20 A APARTMENT LIGHTING 107STOVE FAN20 A 1 500 VA 90 VA -- ----85 KITCHEN RECEPTACLE 20 A 1 360 VA 90 VA 2 20 A STOVE 63BATHROOM CIRCUIT20 A 1 0 VA 540 VA 1 20 AKITCHEN RECEPTACLE41 BEDROOM 1 RECEPTACLES 20 A 1 720 VA 900 VA 1 20 A LIVING ROOM RECEPTACLES 2CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKTNotes:Enclosure:MCB Rating:100 AMounting:RecessedWires:3Mains Rating:100 ASupply From: Phases:1Mains Type:Location: Volts:120/208 singleA.I.C. Rating:Branch Panel:TPJ3Notes:Total Est. Demand:35 ATotal Conn.:34 AOther 3780 VA 100.00% 3780 VATotal Est. Demand:7301 VAMotor2116 VA 112.50% 2381 VATotal Conn. Load:7036 VALighting - Dwelling Unit 17 VA 100.00% 17 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:39 A 27 ATotal Load:4218 VA 2818 VA4142394037383536333431322930272825262324212219Power20 A 1 500 VA2017Security Head End Rack20 A 1 180 VA 500 VA 1 20 APower1815---- -- 529 VA 180 VA 1 20 AH2 SECURITY RACK1613HP20 A 2 529 VA 529 VA -- ----1411Other20 A 1 0 VA 529 VA 2 20 AHP129Lighting20 A 1 140 VA 0 VA 1 20 AOther107FITNESS RECEPTACLES20 A 1 360 VA 360 VA 1 20 AFITNESS RECEPTACLES85FITNESS RECEPTACLES20 A 1 360 VA 180 VA 1 20 ASPARE63KITCHENETTE RECEPTACLES20 A 1 360 VA 0 VA 1 20 ATOILET ROOMS41OFFICE RECEPTACLES20 A 1 900 VA 900 VA 1 20 AOFFICE RECEPTACLES2CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKTNotes:Enclosure:MCB Rating:100 AMounting:RecessedWires:3Mains Rating:100 ASupply From:HPBPhases:1Mains Type:Location: Volts:120/208 singleA.I.C. Rating:Branch Panel:HPEPANEL TPJ4 IS TYPICAL (AN EXAMPLE) OF ALL ONE BEDROOM ONE BATHROOM APARTMENTSALL CIRCUITS FEEDING RECEPTACLES IN BEDROOMS SHALL BE ARCFAULT PROTECTED (AFC) ANDTHE RECEPTACLES SHALL BE TAMPER PROOFPANEL TPJ5 IS TYPICAL (AN EXAMPLE) OF ALL TWO BEDROOM ONE BATHROOMAPARTMENTSALL CIRCUITS FEEDING BEEDROOM SHALL BE ARC FAUTL PROTECTED AND THERECEPTACLES SHALL BE TAMPER PROOFNotes:Total Est. Demand:25 ATotal Conn.:24 AReceptacle 180 VA 80.00% 144 VATotal Est. Demand:5207 VAOther3240 VA 100.00% 3240 VATotal Conn. Load:4978 VAMotor 1058 VA 125.00% 1323 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:31 A 14 ATotal Load:3499 VA 1479 VA4142394037383536333431322930272825262324212219201718151613---- -- 529 VA 720 VA 1 20 ABEDROOM 2 RECEPTACLES1411HP20 A 2 529 VA129FRIDGE20 A 1 180 VA 0 VA 1 20 ALIGHTING107STOVE FAN20 A 1 500 VA 90 VA -- ----85KITCHEN CIRCUIT20 A 1 540 VA 90 VA 2 20 ASTOVE63BATHROOM CIRCUITS20 A 1 0 VA 360 VA 1 20 AKITCHEN CIRCUIT41BEDROOM 1 RECEPTACLES20 A 1 720 VA 720 VA 1 20 ALIVING ROOM RECEPTACLES2CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKTNotes:Enclosure:MCB Rating:100 AMounting:RecessedWires:3Mains Rating:100 ASupply From: Phases:1Mains Type:Location: Volts:120/208 singleA.I.C. Rating:Branch Panel:TPB9PANEL TPB9 IS TYPICAL (AN EXAMPLE) OF TWO BEDROOM ONE BATHROOM APARTMENTS IN THE B BUILDINGALL CIRCUITS FEEDING RECEPTACLES IN BEDROOMS SHALL BE ARCFAULT PROTECTED (AFC) AND THERECEPTACLES SHALL BE TAMPER PROOFNo. Description Date42 PINK ROW ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CTPERMIT SET2/26/19E3.2ELECTRICALPANELBOARDSCHEDULESDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor11/01/201616066.01Notes:Total Est. Demand:59 AReceptacle540 VA 55.00% 297 VATotal Conn.:59 AOther5580 VA 100.00% 5580 VATotal Est. Demand:12254 VAMotor3274 VA 108.08% 3539 VATotal Conn. Load:12233 VALighting - Dwelling Unit1920 VA 100.00% 1920 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:57 A 60 ATotal Load:5960 VA 6274 VA414239403738353633Other20 A 1 720 VA 529 VA -- ----3431529 VA 2 20 AMotor3229Motor20 A 1 50 VA 500 VA 1 20 APower3027Motor20 A 1 550 VA 529 VA -- ----2825Security Head End Rack20 A 1 360 VA 529 VA 2 20 AMotor2623Lighting - Dwelling Unit20 A 1 192 VA 180 VA 1 20 ASecurity Head End Rack2421Lighting20 A 1 192 VA 512 VA 1 20 ALighting2219---- -- 529 VA 800 VA 1 20 ALighting2017SEWAGE EJECTOR PUMP20 A 2 529 VA 540 VA 1 20 AOther1815Lighting20 A 1 224 VA 1080 VA 1 20 ACORRIDOR RECEPTACLES1613Spare20 A 1 0 VA 540 VA 1 20 ACORRIDOR RECEPTACLES1411CORRIDOR RECEPTACLES20 A 1 360 VA 900 VA 1 20 ACORRIDOR RECEPTACLES129WASHER20 A 1 180 VA 360 VA 1 20 ACORRIDOR RECEPTACLES107---- -- 90 VA 180 VA 1 20 AWASHER85DRYER20 A 2 90 VA 180 VA 1 20 AWASHER63---- -- 90 VA 90 VA -- ----41 DRYER 20 A 2 90 VA 90 VA 2 20 A DRYER 2CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKTNotes:Enclosure:MCB Rating:100 AMounting:RecessedWires:3Mains Rating:100 ASupply From:HPBPhases:1Mains Type:Location: Volts:120/208 singleA.I.C. Rating:Branch Panel:HPH1Notes:Total Est. Demand:306 AReceptacle1260 VA 40.00% 504 VATotal Conn.:299 AOther16380 VA 100.00% 16380 VATotal Est. Demand:110392 VAMotor78249 VA 104.31% 81624 VATotal Conn. Load:107848 VALighting - Dwelling Unit3121 VA 97.48% 3042 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:325 A 335 A 257 ATotal Load:37901 VA 39155 VA 30792 VA414239403738353633343132293027282526232421---- -- 1850... 500 VA 1 20 APower2219 Power 20 A 2 1850... 1000... 1 20 A Power 2017---- -- 987 VA 1000... 1 20 APower1815 -- -- -- 987 VA 3300... -- -- -- 1613Motor20 A 3 987 VA 3300... -- ----1411 -- -- -- 1857... 3300... 3 80 A ELEVATOR 1 129---- -- 1875... 6274... -- ----107 HPFA 225 A 3 1931... 5960... 2 100 A HPH1 85---- -- 4109... 2818... -- ----63 -- -- -- 3279... 4218... 2 100 A HPE 41HPB1A225 A 3 5319... 180 VA 1 20 ASecurity Head End Rack2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTNotes:Enclosure:Type 1MCB Rating:400 AMounting:SurfaceWires:4Mains Rating:400 ASupply From: Phases:3Mains Type:Location: Volts:120/208 WyeA.I.C. Rating:Branch Panel:HPBNotes:Total Est. Demand:37 AReceptacle720 VA 50.00% 360 VATotal Conn.:35 AOther5400 VA 100.00% 5400 VATotal Est. Demand:13230 VAMotor4791 VA 118.44% 5674 VATotal Conn. Load:12707 VALighting - Dwelling Unit1184 VA 100.00% 1184 VALoad ClassificationConnected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:45 A 27 A 35 ATotal Load:5319 VA 3279 VA 4109 VA414239403738353633Other20 A 1 540 VA 50 VA 1 20 AMotor3431 Power 20 A 1 550 VA 1767... -- -- -- 3229ERV220 A 1 50 VA 1767... 2 30 AHP-43027 Lighting 20 A 1 160 VA 352 VA 1 20 A Lighting 2825Lighting20 A 1 213 VA 288 VA 1 20 ALighting2623 -- -- -- 529 VA 331 VA 1 20 A Lighting 2421Motor20 A 2 529 VA 50 VA 1 20 AMotor2219 LEVLEL 3 CORRIDOR RECEPTACLES 20 A 1 540 VA 360 VA 1 20 A LEVEL 4 CORRIDOR RECEPTACLES 2017LEVEL 1 CORRIDOR RECEPTACLES20 A 1 540 VA 360 VA 1 20 ALEVEL 2 CORRIDOR RECEPTACLES1815 -- -- -- 90 VA 90 VA -- -- -- 1613DRYER50 A 2 90 VA 90 VA 2 50 ADRYER1411 -- -- -- 90 VA 90 VA -- -- -- 129DRYER50 A 2 90 VA 90 VA 2 50 ADRYER107 WASHER 20 A 1 180 VA 180 VA 1 20 A WASHSER 85WASHER20 A 1 180 VA 180 VA 1 20 AWASHER63 MAINTENANCE RECEPTACLES 20 A 1 720 VA 540 VA 1 20 A B CORRIDOR RECEPTACLES 41BOILER ROOM RECEPTACLE20 A 1 540 VA 540 VA 1 20 ASB RECEPTACLES2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTNotes:Enclosure:Type 1MCB Rating:225 AMounting:SurfaceWires:4Mains Rating:225 ASupply From:HPBPhases:3Mains Type:Location: Volts:120/208 WyeA.I.C. Rating:Branch Panel:HPB1Notes:Total Est. Demand:167 ATotal Conn.:157 ATotal Est. Demand:60023 VAOther1440 VA 100.00% 1440 VATotal Conn. Load:56648 VAMotor55208 VA 106.11% 58583 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsLegend:Total Amps:161 A 157 A 155 ATotal Load:19310 VA 18759 VA 18579 VA414239403738351590... -- ----3633Security Head End Rack20 A 1 180 VA 1590... -- ----3431BLDG F LIGHTING20 A 1 0 VA 1590... 3 40 AELEVATOR 23229---- -- 529 VA 987 VA -- ----3027Motor20 A 2 529 VA 987 VA -- ----2825KITCHENETTE RECEPTACLES20 A 1 0 VA 987 VA 3 20 ACT-12623FRIDGE20 A 1 0 VA 0 VA 1 20 AKITCHENETTE RECEPTACLES2421Other20 A 1 0 VA 0 VA 1 20 ATOILET ROOM CIRCUIT2219BOILER ROOM RECEPTACLES20 A 1 720 VA 540 VA 1 20 AOther2017---- -- 2250... 2250... -- ----1815---- -- 2250... 2250... -- ----1613P550 A 3 2250... 2250... 3 50 AP61411---- -- 987 VA 987 VA -- ----129---- -- 987 VA 987 VA -- ----107P320 A 3 987 VA 987 VA 3 20 AP485---- -- 4500... 4500... -- ----63---- -- 4500... 4500... -- ----41 P1 (VFD) 80 A 3 4500... 4500... 3 80 A P2 (VFD) 2CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKTNotes:Enclosure:Type 1MCB Rating:225 AMounting:SurfaceWires:4Mains Rating:100 ASupply From:HPBPhases:3Mains Type:Location:BOILER ROOM C-13Volts:120/208 WyeA.I.C. 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