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Home My WebLink About2020-05-07 Oxoboxo Lofts - Compiled Drawing Set $%&'()*+-./0/(*(1''(02/,6+('(/(0(17 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&$69,//(&7$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 &'6HW6 CONC CONC BIT C O N C . GRAN. MS. W/DRILL HOLE BROKEN CHD GRAN. MS. W/DRILL HOLE HELTCO6567 PRI-M215 EXIST. CHD PINKROWBRIDGEPOLE12793 POLE2746 SNET2952 M E T A L LP TANKS CL&P2744SWALESTONE W A L L PIER WALL PRI-M216 SIG N STONE R E T . W A L L METAL BEAMRAIL STONE RE T . W A L L STONERET.WALL SIGN METAL BEAM RAIL SIGNCL&P2745 SI G N CONC A/C CO N C CONC RET.WALL GASMTR. G G G CONC RET WL. RET WL . STONERET.WALL STO N E RET . WA L L ST O N E R E T . W A L L STEPS WALL WALL AIREXCH. UT UTUTUT MH' S RAMP CO N C TRANSPAD STEPS SIGN FLAGPOLESMETAL BEAMRAILGSTEPSCONC A/C ELEC.BOX RW-101 UTILIT YTRENCH RECOVERYSYSTEM HELTCO GGGG16"16" G. M. CONC HELTCO6568 WALL A/C TRANS PRI-M217 SUPP O R T POLES UT A/C GEN. A/C LP LP WOOD STEPS CONC STONE RET. WALL FENCEWELL TANK K F J M HG C A B D E L Glastonbury, Connecticut 06033 860 652 8227 300 Winding Brook Drive IN UNCASVILLE OCTOBER 12, 2018 C-3.0 LAYOUT PLAN (NORTH) OXOBOXO LOFTS CONNECTICUT 42 PINK ROW MATCHLINE - SEE SHEET C-3.1 RESUBMISSION DATE: 03/31/2020 CONC CONC BIT. CONC. GRAN. MS. W/DRILL HOLE BROKEN CHD GRAN. MS. W/DRILL HOLE EXIST. CHD PINKROWBRIDGEOHWM E T A L SWALESTONE W A L L PIER WALL STONE R E T . W A L L METAL BEAMRAIL UT STONE RE T . W A L L STONERET.WALL SIGN WCONC CO N C CONC RET.WALL GASMTR. G W UT G GWBIT. CONC. CONC RET WL. RET WL . BIT. CONC. DRIVE STONERET.WALL STO N E RET . WA L L ST O N E R E T . W A L L STEPS WALL WALL RAMP OHW CO N C UTWSTEPS METAL BEAMRAILFEN.POST GU T STEPSCONC OHWUTWG W W W APPROX. LOC. 6" W.M. WWAPPROX. LOC. 8" W.M.W FORMERHYD. 5WWAPPROX. LOC. 6" W.M.W W APP R O X . LO C .WWW W WWW12"&16"GGGG16"16" G. M.WWW6" W.M . OHW WW12"&16" W.M.GR A V E L DR I V E POLEPOLE CONC BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BLDG. FFL=42.48 FFL=42.91 FFL=42.39 BUILDING BUILDING CHIMNEY FFL=27.43 PAV. SHED DECK STEPS FFL=29.95 GAR. FL=20.69 OIL TANKS FFL=29.85 FFL=29.77 SHED FFL=41.77 FFL=28.09 WALL WAPPROX. LOC. 6" W.M. W WWWELL UTW W WV UT STEPS GEN.WGWWWVWW W W WWW WOOD STEPS CONC UT UT STONE RET. WALL W FORMERHYD. 3 W W50' WETLANDBUFFER50' WETLANDBUFFERFENCEPAVILION K F J M HG C A B D E L Glastonbury, Connecticut 06033 860 652 8227 300 Winding Brook Drive IN UNCASVILLE OCTOBER 12, 2018 C-5.0 UTILITY PLAN OXOBOXO LOFTS CONNECTICUT 42 PINK ROW “” · · · · · :$:::::::::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 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 $'%8,/',1*$'(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 &'6HW6 WAW1W2W3W4W5W6W7W8W9A-A2.112A-A3.22A-A3.21A-A3.11A-A3.1A-A2.13A-A2.144A-D1.04A-D1.0W7AW7CW7AW7CW7CW7CW7CW7CW7CD-61NEW BEARING WALLS.SEE STRUCTURAL DRAWINGS.NEW SHAFT ABOVE.EXISTING CONCRETE LEDGE TO REMAIN.EXISTING CONCRETE ENCAST CAST IRON COLUMN TO REMAIN (TYPICAL).NEW 3' WIDE X4' HEIGH OPENING AT CRAWL SPACE BEARING WALLS.9F01ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"A-A1.0BUILDING A -LEVEL 0 PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/4" = 1'-0"A-A1.01BLDG A - CRAWL SPACENo. Description Date3 Permit Set 2/26/196 Construction Set 6/11/199 Permit ReviewComments8/5/19 WAW1W2W3W4W5W6W7W8W92A-A3.22A-A3.21A-A3.11A-A3.1UNIT A-1(2 BEDROOM)UNIT A-2(1 BEDROOM)55' - 5"UNIT A-3(2 BEDROOM)W5W5W1W5W1W1W1W1W5W7W15' - 5"4"8' - 11"2' - 0"19' - 5"2' - 9"6' - 10"4"4' - 4"3' - 6"3' - 6"2' - 5"10' - 3"4"2' - 1"4"11' - 4"4"3"5' - 2"6"1' - 4"3' - 9"9' - 1 1/4"9' - 4" 8' - 0" 8' - 0" 8' - 0" 8' - 1" 8' - 0" 8' - 0"9' - 10"W5TOILETTYPE-1TOILETTYPE-114' - 1 1/4" 12' - 3 1/8" 9' - 4 3/4"KITCHENTYPE-1KITCHENTYPE-2KITCHENTYPE-3TOILETTYPE-2D-3D-3D-2D-1D-4D-2BD-2D-1D-1D-2D-2BY3TRANSOM WINDOW ABOVE9' - 4"W5W5W7AW7AW5W1W1W5W5A-2A-3A-2A-2A-2A-2A-2A-2A-2A-2A-2A-2A-2W1TRANSOM WINDOW ABOVETRANSOM WINDOW ABOVEW11/AB-A1.18' - 5"4" 11' - 7"4"2' - 10" 5' - 9" 6' - 6"D-7D-37D-6011' - 11 5/8"2' - 6"2' - 6"13' - 3"1' - 5"6' - 1"4"2' - 5"4"4' - 4"9' - 5"6"9' - 10"4"8' - 0"6"6' - 0"8"3' - 1"4"4' - 1"4"2' - 5"4"6' - 1"1' - 1"D-4D-2D-2BD-4D-5BD-213' - 0"4"2' - 1"4"2' - 1"4"11' - 1"6"5"5' - 1"4"D-4D-3D-3D-5BW7AW51' - 10"STAIR A-1STAIR AB-150' - 2"50' - 2"63' - 7 3/4"CLOSETCLOSETCLOSETCLOSETW11AB-A3.11AB-A3.12AB-A3.22AB-A3.22AB-A3.32AB-A3.38W2W28W7ESEQ EQ A-2W9BY3W5W5W5W5W7AW5W5W5W7AW5BEDOOM 2BEDOOM 1COAT CLOSETLINENRAIN LEADER TO SPLASH BLOCK (TYP.)BEDOOMLINENCLOSETCOATCLOSETCORRIDORLINENCLOSETCOATCLOSETBEDOOM 2BEDOOM 1GUARD RAILINGW9AW9W7A4"3' - 2"4"2' - 1"4"W5D-4W5CLOSETY16' - 1"4"3' - 5"MECHMECH10104"2' - 1"4"3' - 4"4"10D-3COATCLOSETCOMPRESSOR FOR DRY SPRINKLER SYSTEM ACCESS PANELScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"A-A1.1BUILDING A -LEVEL 1 PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063MARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP1/4" = 1'-0"A-A1.11BUILDING A - LEVEL ONE, ENLARGED PLANABDECFGHJKLMNORTHSITE KEY PLANABNo. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/195 Addendum 04 4/23/196 Construction Set 6/11/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/191010 WA W1 W2 W3 W4 W5 W6 W7 W8 W9A-A2.1 1 2 A-A3.2 2 A-A3.2 1 A-A3.1 1 A-A3.1 67' - 5" UNIT A-4 (1 BEDROOM) H.C. UNIT A-5 (1 BEDROOM) UNIT A-6 (2 BEDROOM) H.C. W5 W1 W5 W5 W5 W1 W1 W1 W1 W5 W5 W5 W5 W5 W54' - 2"4"10' - 4"3' - 1"4"2' - 5"4"12' - 8"4"2' - 2"4"8' - 5"6"5' - 1"4' - 6"6"10' - 4"15' - 2"3' - 6 1/8"2' - 4 7/8"5' - 9"8' - 11"4"11' - 3"4"9' - 10"6"8' - 5"4"21' - 5"10' - 9"4"2' - 2"4"10' - 9"4"1' - 11"4"2' - 3" 6"1' - 1"5' - 2"9' - 5"4"3' - 8"4"2' - 6"4"8' - 2"6"6' - 2"4"3' - 5"4"7' - 11" 6" 14' - 3"4"3' - 4"4"6' - 2" 7' - 0 1/4" 9' - 0 5/8" A-A2.1 4 A-A2.12 W5 W1 W1 9' - 4" 8' - 0" 8' - 0" 8' - 0" 8' - 1" 8' - 0" 8' - 0" 9' - 4" TOILET TYPE-1 11' - 0"4"2' - 3"4"10' - 4"4"4"5' - 2"6"TOILET TYPE-3 TOILET TYPE-3 KITCHEN TYPE-4 2' - 1"9' - 10"8' - 11"4"3' - 8"4"2' - 8"4" 4"1' - 5" 6" 9' - 11" 4" 5' - 5" 2' - 6"6" 8' - 10" 4"5' - 1" 4" 2' - 1"4"7' - 5"2' - 4 7/8"3' - 6 1/8"KITCHEN TYPE-5 KITCHEN TYPE-6 D-2 D-1 D-3 D-5 D-2B D-4 D-2 D-4 D-1 D-3 D-5 D-2A D-2 D-1 D-3 D-4 D-2B D-2 W2 W2 W1W1 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5W5 W5 W5 A-1 A-1A-1A-1A-1A-1A-1A-1 A-1 A-1 A-1A-1A-1A-1A-1A-1A-1 W1W1 1/A A3.3 D-7 CLOSET CLOSET 18' - 8"17' - 3"17' - 11 3/4"6' - 9 1/4" 69' - 11" CLOSET 1 AB-A3.1 1 AB-A3.1 2 AB-A3.2 2 AB-A3.2 2 AB-A3.3 2 AB-A3.3 6' - 8"W9B D-38 A-4 WINDOW ABOVE 4 A-D1.0 4 A-D1.0 8 W2 NEW PEDESTRIAN BRIDGE TO PARKING COAT CLOSET LINEN CLOSET BEDROOM BEDROOM CORRIDOR COAT CLOSET LINEN CLOSET W7A 2' - 1" RAIN LEADER TO SPLASH BLOCK (TYP.) BEDROOM 1 BEDROOM 2 COAT CLOSET LINEN CLOSET STAIR A-2 STAIR AB-2 AB CONNECTOR DN W9 W9 D-4 W5 W5 CLOSET W7DW7DW7D 6' - 3" ASK-050A 4 D-5 7 TYPE A TYPE A 2' - 11"2' - 11" WITH R-19 BATT INSULATION NEW DOORS AT FACADE WITH NEW FRAMED WALL BEHIND Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/4" = 1'-0" A-A1.2 BUILDING A - LEVEL 2 PLAN Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 02/06/20 16-063 1/4" = 1'-0"A-A1.2 1 BUILDING A - LEVEL TWO, ENLARGED PLAN MARK Description 8 EXISTING BRICK WALL 13A EB EXISTING BRICK WALL EC EXISTING CONCRETE WALL ES EXISTING STONE WALL EW EXISTING WOOD WALL W1 UNIT SEPARATION WALL W2 EXISTING BRICK WALL W3 STAIRWELL WALL W4 8" CMU WALL W4A 6" CMU WALL W5 4" STUD NON-ACOUSTIC INTERIOR PARTITION W5A 4" STUD ACOUSTIC INTERIOR PARTITION W6 6" STUD ACOUSTIC INTERIOR PARTITION W6A 6" STUD NON-ACOUSTIC INTERIOR PARTITION W7 6" FURRING WALL W7A 4" FURRING WALL W7B 1 7/8" FURRING WALL W7C 6" BEARING WALL W7D 4" SHAFT WALL W8B 1-5/8" FURRING WALL W9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUP W9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP W9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUP W10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP W13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP A B D E C F G H J K L M NORTH SITE KEY PLAN AB ASK-071 02/06/20 A-A2.11A-A2.14NEW RAIN GUTTER 1A-A4.1A-A2.11A-A2.13NEW RAIN LEADER TO A NEW UNDERGROUND PERIMETER DRAINAGE SYSTEMRAIN LEADERRAIN LEADER TO SPLASH BLOCK NEW RAIN GUTTERSLOPESLOPESLOPESLOPESLOPENEW ASPHALT SHINGLE ROOF NEW ASPHALT SHINGLE ROOF NEW LOW-SLOPE MEMBRANE ROOF SYSTEM NEW LOW-SLOPE MEMBRANE ROOF SYSTEM (SEE BLDG B)7B-A5.67B-A5.6ASK-050A4RAIN LEADER TO SPLASH BLOCK ROOF SYSTEM LEGENDNEW ASPHALT SHINGLE ROOF SYSTEMNEW LOW-SLOPE MEMBRANE ROOF SYSTEMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedA-A1.3BUILDING A -ROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/4/2016-0631/4" = 1'-0"A-A1.33BUILDING A - ROOF PLANABDECFGHJKLMNORTHSITE KEY PLANABASK-08203/09/20No. Description Date3 Permit Set 2/26/1923 ASK-082 03/09/20 BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"REBUILD CORNER OF STONE FOUNDATION. CLEAN AND REPAIR STONE AND BRICK WALL AND FOUNDATION.CORRIDOR TO UNITS A-4, A-5, A-6NEW EXTERIOR DOOR IN EXISTING MASONRY OPENING.NEW DOORS 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 OPENINGGRADEBLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"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.BUILDING AAB CONNECTORBUILDING BNEW 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.TO SPLASH BLOCK 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.REPLACE 3 COURSES OF DAMAGED BRICK, WITH BRICK TO MATCH AT CORBELEXPANSION JOINTGRADEBLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"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.SEE BUILDING SECTION 2/AB-A3.2BLDG B - ELEVATOR -OVERRIDE83' - 8 7/8"SECTION AT A/B CONNECTORBLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG A - LEVEL 267' - 5"BLDG A - LEVEL 3 attic78' - 1 7/8"BLDG A - LEVEL 1 old50' - 2"BLDG A - LEVEL 155' - 5"2A-A3.22A-A3.2NEW 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 CORBELCORRIDOR TO UNITS A-1, A-2, A-3NEW EXTERIOR DOOR IN EXISTING MASONRY OPENING.NEW WINDOW IN EXISTING MASONRY OPENING (TYPICAL).NEW LOW-SLOPE ROOFSYSTEM AT AB CONNECTORNEW BOARD AND BATTEN SIDED DOGHOUSE DORMER WITH LOWSLOPE ROOF SYSTEM.NEW WALKING BRIDGE AND RAILING.NEW WINDOW IN RESTORED MASONRY OPENING.BUILDING AAB CONNECTORBUILDING B4A-D1.04A-D1.0EXPANSION JOINTGRADEGRADEScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"A-A2.1BUILDING AELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/8" = 1'-0"A-A2.14BLDG A - WEST ELEVATION1/8" = 1'-0"A-A2.13BLDG A - SOUTH ELEVATION1/8" = 1'-0"A-A2.12BLDG A - EAST ELEVATION1/8" = 1'-0"A-A2.11BUILDING A - NORTH ELEVATIONBUILDING 'A' RENOVATION NOTES1. REPOINT MASONRY & STONE PERIMETER (BUDGET 5% NEW MASONRY). 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR.ABDECFGHJKLMNORTHSITE KEY PLANABASK-065R102/06/20(REV 03/04/20)No. Description Date3 Permit Set 2/26/1910 Addendum 08 11/05/1923 ASK-065 02/06/2024 ASK-065R1 03/11/20 $%$$%$$%$$%$ $%$$%$$%$$%$$%$$%$$%$$%$:$::$:::$:$''(63$57,7,217$*6$''('$$$$:$$%$$%$$%$$%$'183 $%$$%$$%$$%$ $%$$%$$%$$%$::$::$::$)'3$57,7,217$*6$''('$$$$:$:$$%$$%$$%$$%$83'1$%$$%$$%$$%$ $%$$%$$%$$%$ :$:$::::(6)'3$57,7,217$*6$''('$$$$:$:$:$$%$$%$$%$$%$ '1$%$$%$$%$$%$$%$$%$$%$$%$ ::::::$::$'3$57,7,217$*6$''('$$$$6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 $%$%8,/',1*$%&211(&72567$,53/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU $%$%/'*$% /(9(/ $%$%/'*$% /(9(/$%'(&)*+-./01257+6,7(.(<3/$1$% $%$%/'*$% /(9(/ $%$%/'*$% /(9(/1R 'HVFULSWLRQ 'DWH $GGHQGXP 3HUPLW6HW &'6HW6 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 &'6HW6 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 &'6HW6 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. 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(/ '(02/,7,213/$1 %'%8,/',1*% /(9(/ '(02/,7,213/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.JL2.KL2.ML2.NL2.1L2.LREMOVE ALL CEILING JOISTS BETWEEN FRAMES AND CEILING PLANKS WHERE THEY OCCUR.REMOVE ALL ELEVATOR EQUIPMENT, MACHINERY AND SHAFT WALLS.REMOVE CEILING JOISTS AT FOURTH FLOOR.REMOVE EXISTING WINDOWS AT ALL FLOORS.REMOVE FLOORING AND FLOOR FRAMING AT ALL FLOORS TO ACCOMMODATE NEW STAIR WELL.REMOVE FLOORING AND FLOOR FRAMING AT ALL FLOORS TO ACCOMMODATE NEW STAIR WELL. 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:1.2.3.4.5.6.7.8.9.10.11.12.13.LEGENDDEMOLISHED ELEMENTScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedB-D1.3BUILDING BDEMO PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/8" = 1'-0"B-D1.31BLDG B - LEVEL 4 BEAMS, DEMOLITION PLANB-D1.32BUILDING B - DEMO CUT-AWAY AXONOMETRICABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/19 %8,/',1*%81,7&%('522067$,5(/(&75,&$/0(7(552200$,17(1$1&(5220%2,/(55220635,1./(552200$7&+/,1(0$7&+/,1(%$To be Demolished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o be Demolished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LEVEL B, ENLARGED PLAN (PART A)1/4" = 1'-0"B-A1.22BUILDING B - LEVEL B, ENLARGED PLAN (PART B)MATCH LINEMATCH LINEABDECFGHJKLMNORTHSITE KEY PLAN02/06/20(REVISED 03/16/20, 03/30/20, 04/16/20)ASK-088R3No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/195 Addendum 04 4/23/196 Construction Set 6/11/1910 Addendum 08 11/05/1956 ASK-088 02/06/2057 ASK-088R1 03/16/2058 ASK-088R2 03/30/2059 ASK-088R3 04/16/20 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.150' - 2"50' - 2"UNIT B-4(2 BEDROOM)UNIT B-5(1 BEDROOM)UNIT B-6(1 BEDROOM)UNIT B-7(STUDIO)MECHMECHMECHMAILBOXESW1W1W5W5W1W5W1W4W4W5W5AW5W1W5W5W1W5W5W18' - 0 1/2"4' - 11"4' - 7"4"11' - 3" 4" 5' - 10"6"2' - 2" 4" 4' - 10" 8" 8' - 6" 1' - 3" 2' - 1"4"3' - 3" 4" 9' - 7"22' - 3"6' - 4"6"14' - 9"6"2' - 2"4"9"11' - 5"7' - 10"4"4' - 7" 4" 2' - 0"4"7' - 1"10"2' - 4"6"2' - 10"4"2' - 6" 7' - 1"6"2' - 1"4"6' - 7"4' - 6"6' - 4"6"6' - 4"4"5' - 10" 5' - 8"4"11' - 6"6' - 5" 8" 6' - 11"1' - 10"2' - 11"4"4' - 9" 4" 2' - 1"4"10' - 4"2' - 1 1/4"6"5' - 4" 4" 4' - 9"4"1' - 10"1' - 1"16' - 6"10' - 2"6' - 2"6"10' - 2" 4" 2' - 1"4"3' - 1"4"13' - 10"30' - 2 3/8"16' - 7 1/4"6" 4' - 7"4"2' - 7"4"8' - 9"6"B-A2.152B-A3.22B-A3.23B-A3.33B-A3.3A-5A-5A-5A-5A-5A-7A-10A-5A-5A-5A-5A-5A-5A-5B-A6.42TOILETTYPE-6KITCHENTYPE-11KITCHENTYPE-12KITCHENTYPE-13TOILETTYPE-7TOILETTYPE-104"3' - 1"4"2' - 1" 4"2' - 1 1/4"4' - 2"10' - 4"7' - 1"4"2' - 9"4"15' - 2"W5A6' - 1 1/2"4"2' - 2"4"3' - 4"D-1D-1D-2D-3CD-2D-2D-2BD-4D-3D-2D-4D-5DD-1D-3D-4BA-7D-8TRANSOM WINDOW ABOVEW4W4W5AELEVATORW5W1W1W5AD-5AD-5AY3A-5W5W5W5W5W1W1W5W5W5CLOSETBEDROOMCOAT CLOSETLINENCLOSETCOAT CLOSETB-A5.62CORRIDORW5LINENCLOSETCLOSETBEDROOMCOATCLOSETLINENCLOS.CLOSETCORRIDORCORRIDORW4AW4AVESTIBULE2' - 9"W7B2' - 2"2' - 8"W7AW54ASK-0924ASK-092D-39L2.2L2.HL2.JL2.KL2.ML2.NL2.1L2.L4B-A3.44B-A3.4UNIT B-3(1 BEDROOM)TYPE 'A'UNIT B-4(2 BEDROOM)MECHLIN. CLOS.50' - 2"W1W5W1W1W1W5W1W6W5W34"9' - 10"5' - 7"24' - 3 3/4"9' - 10"30' - 2 7/8"5' - 6 5/8"3' - 4 3/8"2' - 0 7/8"3' - 2 3/4"5' - 7 5/8"10' - 2"7' - 11"4"2' - 1"4"2' - 6"4"11' - 4"6"10' - 2"4"15' - 10"6"1' - 10 7/8"6' - 1"6"13' - 2"4"2' - 1"4"2' - 1"4"11' - 11"6' - 0 7/8"5' - 4"4"6' - 6"9' - 9"10"14' - 7"4"2' - 1"4"8' - 11"7' - 2"4"2' - 6"4' - 1"5' - 2"4"1' - 11" 2' - 9"6"2' - 11" 5' - 1"2' - 0"4' - 8 1/4"18' - 1 1/4"7' - 8 3/4"2B-A3.22B-A3.22C-A3.12C-A3.1A-5A-5A-5A-5A-5A-5A-5A-5A-5A-5A-5A-5KITCHENTYPE-10B-A6.37TOILETTYPE-8TOILETTYPE-92' - 7 1/4"4' - 9 7/8"KITCHENTYPE-9D-7D-1D-4BD-4BD-2BD-2D-1D-2D-3D-1D-2D-2D-4BD-3D-52B-A5.4TRANSOM WINDOW ABOVE2B-A5.52B-A5.51B-A5.41B-A5.4W5NEW FLOOR INFILL1B A5.2A-6AAA-6AAOW5W5W7AW3W3W5W1W5W5W5W1W7AW1W7AW7ABEDROOMW5LINENCLOSETCLOSETW5AW5ASTAIR B2UPDNCOAT CLOSETBEDROOM 1 BEDROOM 2CLOSETCLOSETCORRIDORCOAT CLOSETRAIN LEADER TO SPASH BLOCK (TYP.)D-5ALINENW7AW52' - 0"W5W1W5W5MECH363637ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"B-A1.3BUILDING BPLANS -LEVELONEDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"B-A1.32BUILDING B - LEVEL ONE, ENLARGED PLAN (PART B)MARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"B-A1.31BUILDING B - LEVEL ONE, ENLARGED PLAN (PART A)MATCH LINEMATCH LINEABDECFGHJKLMNORTHSITE KEY PLAN(02/06/20, REVISED 4/16/20)ASK-072R1No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/195 Addendum 04 4/23/196 Construction Set 6/11/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1936 ASK-072 02/06/2037 ASK-072R1 04/16/20 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.160' - 8"UNIT B-10(1 BEDROOM)UNIT B-11(1 BEDROOM)UNIT B-12(1 BEDROOM)MECHW1W1W5W1W1W1W56"4' - 7"4"11' - 3"4"5' - 10" 6" 2' - 2" 4" 4' - 10" 8" 8' - 6"1' - 3"12' - 9"4"6' - 7"4"5' - 1"10' - 2"5' - 10"6' - 2"6"10' - 2"4"3' - 1"4"2' - 1"4"13' - 10"2B-A3.22B-A3.23B-A3.33B-A3.3KITCHENTYPE-11KITCHENTYPE-12KITCHENTYPE-13W5W5W5MECH6' - 2"6"10' - 2"4"2' - 1"4"3' - 1"4"13' - 10"2' - 8"5' - 10"2' - 1 1/4"W1W4W5W5W5LIN.CLOSET2' - 1 1/4"4' - 2"6' - 3" 6" 5' - 4" 4" 4' - 9" 4" 2' - 11" 16' - 6"2' - 2"10' - 0"4"11' - 11"6"7' - 0"4"2' - 10"4"15' - 2"6"8' - 9"4"2' - 7"4"4' - 7"6"TOILETTYPE-10TOILETTYPE-7TOILETTYPE-6OD-1D-2D-1D-2BD-4D-5BD-3D-1D-3CD-2D-2D-4D-5DA-6A-6A-6A-6A-6A-8A-6A-6A-6A-7A-10A-6A-6A-6TRANSOM WINDOW ABOVEW4W4NEW WOOD FLOORY3W5W5W5W5W7AW1W1W1W5W1W7ACOAT CLOSETW5CLOSETLINENCLOSETBEDROOMCOAT CLOSETBEDROOMW57CLOSETCLOSETELEVATOR7' - 0" 6' - 11"1' - 10"2' - 11"4"4' - 9"4"2' - 1"4"10' - 4"MECHCORRIDORB-A5.63BEDROOMW7BLAUNDRYCLOSETD-277D-37D-8D-2D-374ASK-0924ASK-092ASK-0923WITH R-19 BATT INSULATION7NEW DOORS AT FACADE WITH NEW FRAMED WALL BEHINDASK064D-60NEW WOOD FLOOR INFILL P.LAM. COUNTER ON TOP.13' - 8"4"6' - 10"4"2' - 1"4"13' - 3"40L2.2L2.HL2.JL2.KL2.ML2.NL2.1L2.LB-A2.27UNIT B-8(1 BEDROOM)TYPE AUNIT B-9(2 BEDROOM)MECHMECH60' - 8"W1W5W1W5W5W5W1W1W1W3W5W5W7W3W1W56' - 1 7/8"8' - 4 3/8"15' - 7 3/8"15' - 9 5/8"3' - 5" 4' - 1" 6" 10' - 2"4"3' - 3" 4" 2' - 1"4"9' - 10"6' - 1" 6" 13' - 2"4"2' - 1"4"2' - 1"4"11' - 11"5' - 2"4"2' - 0" 2' - 8"6"7' - 3"4"2' - 6" 4' - 1"6"1' - 11"6"4' - 10"4"2' - 7"4"3' - 3"4"2' - 1"4"9' - 10"6"10' - 2"6' - 1"6"5' - 4"4"7' - 7"6"4' - 1"6"11' - 11"17' - 5"9' - 9"10"1' - 4"4"13' - 0"4"2' - 1"4"4"2' - 5"4"2' - 2"4"7' - 9"2' - 11" 5' - 1" 4" 2' - 0"4"4' - 9"4"2' - 1"4' - 10"2B-A3.22B-A3.2TOILETTYPE-8KITCHENTYPE-9TOILETTYPE-9KITCHENTYPE-10D-7D-1D-4BD-4BD-2BD-2D-1D-2D-3D-3AD-2D-2D-4BD-5A-6A-6A-6A-6A-6A-6A-6A-6A-6A-6A-6A-6Y16' - 2"6"5' - 7"4"3' - 4"4"20' - 8"2B A5.2NEW FLOOR INFILLA-6AAA-6AAW1W5W5W1W5W5W5W5W7ABEDROOMW5CLOSETLINENCLOSETW5AW5AW5ASTAIR B2UPDNCOATCLOSETCLOSET CLOSETBEDROOM 2BEDROOM 1COATCLOSETCORRIDORRAIN LEADER TO SPLASH BLOCK (TYP.)D-5AW5W5W5AW5AW5LIN.CLOS.TRANSOM WINDOW ABOVE2241ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"B-A1.4BUILDING BPLANS -LEVELTWODakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"B-A1.42BUILDING B - LEVEL TWO, ENLARGED PLAN (PART B)ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"B-A1.41BUILDING B - LEVEL TWO, ENLARGED PLAN (PART A)MATCH LINEMATCH LINEASK-078R202/06/20(revised 03/11/20, 04/16/20)No. Description Date3 Permit Set 2/26/195 Addendum 04 4/23/196 Construction Set 6/11/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1922 ASK-045 1/15/2039 ASK-078 02/06/2040 ASK-078R1 03/11/2041 ASK-078R2 04/16/20 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.1B-A2.2869' - 11"UNIT B-15(1 BEDROOM)UNIT B-16(1 BEDROOM)UNIT B-17(1 BEDROOM)W5W1W5W5W5W1W4W1W5W16' - 4 1/4"10' - 2"6' - 10" 6" 6' - 4"4"11' - 3"4"12' - 4"6' - 8" 6" 10' - 2"4"3' - 1"4"2' - 1"4"14' - 4"2B-A3.22B-A3.23B-A3.33B-A3.31B-A3.11B-A3.1KITCHENTYPE-11KITCHENTYPE-12KITCHENTYPE-13W5W5W5MECH6' - 8"6"10' - 2"4"2' - 1"4"3' - 1"4"14' - 4"4' - 7"4" 2' - 1" 4"6"5' - 4"4"2' - 8"5"5' - 9"6"2' - 2"4"4' - 7"3"8"8' - 6"8"8"5"2' - 1"4"2' - 10"4"9' - 7"2"4"9' - 6"LINENCLOSET10' - 10"2' - 1 1/4"4' - 2"5' - 4 1/4"6"4' - 7"4"2' - 7"4"8' - 9"6"7' - 10"4"7' - 0"4"7"2' - 2"4"4' - 0"4"2' - 10"6"9' - 11" 3' - 0"4"2' - 1"4"7' - 1"MECH22' - 9"7' - 10"4' - 1"30' - 7"2' - 3"W1W5W5W5TOILETTYPE-10TOILETTYPE-7TOILETTYPE-6A-7A-10A-5A-5A-9A-9A-9A-9A-9A-9A-5A-5A-5A-9A-8D-1D-2D-2D-2BD-4D-5BD-3D-4BD-2D-2D-4D-5DD-3D-1D-1D-2TRANSOM WINDOW ABOVENEW FLOOR INFILL10' - 5"10' - 2"6"3' - 0"4"2' - 11" 4" 5' - 0"4"2' - 7"4"12' - 3"ELEVATORW4W4W46' - 9"2"8"6' - 11"1' - 10"2' - 11"4"4' - 9"4"2' - 1"4"10' - 10"Y3W5W5W5W1W1W1W7AW5W5W1W5W5W1W7AW5W5W1W1W17PARTITION TAGS ADDEDCOATCLOSETCLOSETLINENCLOSETBEDROOMCORRIDORCOATCLOSETMECHCLOSETB-A5.64COATCLOSETBEDROOMBEDROOMCORRIDORW4AW4AW4AW4A4ASK-0924ASK-092ASK-09227WITH R-19 BATT INSULATIONNEW DOORS AT FACADE WITH NEW FRAMED WALL BEHINDD-4BCLOSETL2.2L2.HL2.JL2.KL2.ML2.NL2.1L2.LB-A2.27UNIT B-13(1 BEDROOM)TYPE AUNIT B-14(2 BEDROOM)69' - 11"MECHMECHW1W5W1W1W1W5W3W5W5W56' - 8"6"5"5' - 1"4"8' - 5"4"16' - 1"4' - 9" 2' - 2"6' - 8"6"5' - 7"4"3' - 4"4"21' - 2"6' - 7" 6" 5' - 4" 4" 7' - 6"6"4' - 2"6"12' - 5"10' - 3"10"14' - 7"4"2' - 1"4"9' - 5"10' - 6 1/8"0" 2' - 11" 5' - 1" 4" 2' - 0" 4"4' - 9"2' - 1"2B-A3.22B-A3.2W5KITCHENTYPE-9KITCHENTYPE-1014' - 1 7/8"5' - 2"4"2' - 0" 2' - 9"4"6' - 8"7"2' - 10" 4' - 1"6"1' - 11"6"4' - 10"4"2' - 7"4"3' - 3"4"2' - 1"4"9' - 10"6"6' - 7"6"13' - 2"4"2' - 1"4"2' - 1"4"12' - 5"4' - 2"TOILETTYPE-8TOILETTYPE-9A-5A-5A-5A-5A-5A-5A-8A-8A-8A-8A-8A-8A-8D-7D-1D-1D-2D-3D-5AD-4BD-2D-2D-4BD-4BD-2BD-2D-5AD-3AY1TRANSOM WINDOW ABOVE2B-A5.41B A5.3NEW FLOOR INFILLA-6AAA-6AAA-31W5W3W7AW3W3W5W5W1W1W1W5W1W5W5W5W5W5W5W5W5W5W5W7AW7AW7AW7APARTITION TAGS ADDEDBEDROOMCLOSETLIN.CLOS.STAIR B2UPDNCOATCLOSETCLOSET CLOSETCOATCLOSETBEDROOM 1 BEDROOM 2CORRIDORW5W5LIN.CLOS.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"B-A1.5BUILDING BPLANS -LEVELTHREEDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"B-A1.52BUILDING B - LEVEL THREE, ENLARGED PLAN (PART B)ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"B-A1.51BUILDING B - LEVEL THREE, ENLARGED PLAN (PART A)MATCH LINEMATCH LINEASK-073R102/06/20 (REV 03/11/20)No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/195 Addendum 04 4/23/196 Construction Set 6/11/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1923 ASK-073R1 03/11/20 L2.2L2.AL2.BL2.CL2.DL2.EL2.FL2.GL2.HL2.1B-A2.2879' - 11"UNIT B-20(1 BEDROOM)UNIT B-21(1 BEDROOM)UNIT B-22(1 BEDROOM)W5W1W1W5W5W4W1W5W1W1W18' - 4"6"6' - 6" 4" 5' - 0"4"2' - 7"4"10' - 8"28' - 11 3/8"10' - 2"5' - 10"16' - 5 1/8"5' - 3"6"10' - 2"4"3' - 1"4"2' - 1"4"12' - 8"22' - 3"2B-A3.22B-A3.23B-A3.33B-A3.31B-A3.11B-A3.1KITCHENTYPE-11KITCHENTYPE-12KITCHENTYPE-13MECHW5W5W5LIN.CLOS.MECH5' - 3"6"10' - 2"4"2' - 1"4"3' - 1"4"12' - 8"5' - 4 1/4"7' - 3 1/2"13' - 0 3/4"2' - 1 1/4"TOILETTYPE-10TOILETTYPE-74' - 2"9' - 7 3/8"7' - 8"4"8' - 10 1/8"6"2' - 3 5/8"25' - 10 7/8"2' - 1"4"8' - 3 5/8"6"7' - 0"6"6' - 1"6"1' - 4"5' - 0"4"11' - 3"4"10' - 8"2' - 3"4' - 1 1/4"7' - 10 1/4"TOILETTYPE-6AD-1D-2D-2D-1D-2BD-4D-5AD-3D-4BD-1D-2D-2D-3D-4BD-5AD-1A-5A-54' - 1 3/4"11' - 3 1/4"15' - 0"3' - 0"NEW FLOOR INFILLC-1C-1C-1C-1C-1C-1C-1C-1C-12AB 1.2ELEVATOROVERRUNW4W4W4C-1C-1C-1C-1C-1A-10A-10W5W5W5W7AW1W5W5W5W5W5W5W5W5W5W5W5W1W5W5W1W1W1W5W5W5W7AW1W1W57COATCLOSETBEDROOMLIVNG/DININGLINENCLOSET4' - 2"4"2' - 1"4"5' - 10"4"2' - 8"4"4"5' - 6"6"2' - 2"4"4' - 10" 8"8' - 6"8"8"5"2' - 1" 4" 2' - 10"4"9' - 7"2"4"10' - 9"10"8' - 0"CLOSET4" 4' - 9"4"18' - 3"COATCLOSETLIVING/DINING5' - 3"2"8"6' - 11"8"1' - 2"1' - 8"4"6' - 0"4"11' - 8"CLOSETBEDROOMMECHB-A5.65D-7COATCLOSETBEDROOMCORRIDORLIVING/DINING3' - 2"6' - 6"4"2' - 1"4"2"4"4' - 7"4"7' - 7"6"9' - 0"4"2' - 7"4"4' - 2"6"75' - 3"6"9' - 0" 1' - 8"4"5' - 5"4"2' - 5"4"5' - 0"4"4' - 1"4ASK-0924ASK-092ASK-09217WITH R-19 BATT INSULATIONNEW DOORS AT FACADE WITH NEW FRAMED WALL BEHIND. RAILINGD-4B7CLOSETWINDOW TYPE C-2 ABOVE.434242L2.2L2.HL2.JL2.KL2.ML2.NL2.1L2.L4B-A3.44B-A3.4B-A2.27UNIT B-18(1 BEDROOM)UNIT B-19(2 BEDROOM)MECH79' - 11"W1W5W5W5W1W1W5W7W3W5W5W5W59' - 10"5' - 6 5/8"8' - 4 3/8"14' - 5 1/4"4' - 9" 2' - 2"3' - 4 3/8"19' - 5 1/8"5' - 6 5/8"6' - 0 5/8"5' - 3"6"13' - 2"4"2' - 1"4"2' - 1"4"10' - 7"10' - 2"9' - 4" 4"2' - 1"4"7' - 2"4"2' - 6" 4' - 1"6"1' - 11"6"4' - 10"4"2' - 7"4"3' - 8"4"2' - 1"4"9' - 10"6"6"15' - 5"4"8' - 6"6"2' - 0"6"11' - 5"4"2' - 5"4"1' - 5"4"10' - 1"7' - 6"3' - 5" 4' - 1"9' - 0"10"14' - 7"4"2' - 1"4"5' - 3"4"2' - 0"5' - 10 5/8"22' - 8 1/4"2' - 1 1/4"9' - 4"2' - 8 5/8"5' - 3 5/8"5' - 3 3/8"8' - 9 3/4"19' - 7"2B-A3.22B-A3.2KITCHENTYPE-9MECHKITCHENTYPE-10A5' - 3"6"5' - 4"4"7' - 7"6"4' - 1"6"8' - 0"6"2' - 2"W1TOILETTYPE-8TOILETTYPE-9D-7D-1D-4BD-4BD-2BD-2D-1D-2D-3D-2D-5D-4BD-3D-2A-11C-1C-1C-1C-1C-12B A5.311' - 7"NEW FLOOR INFILLC-1C-1C-1C-1C-1C-1W3W1W5W1W1W5W1W5W5W5W5W5W5W5W5W7AW1W7AW7AW7ABEDROOMCLOSETLINENCLOSETLIVING/DININGSTAIR B2DNCOATCLOSETBEDROOM 1BEDROOM 2CLOSET CLOSETCOATCLOSETLIVING/DININGCORRIDORW5W5D-5ALIN.CLOS.41ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"B-A1.6BUILDING BPLANS -LEVELFOURDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"B-A1.62BUILDING B - LEVEL FOUR, ENLARGED PLAN (PART B)1/4" = 1'-0"B-A1.61BUILDING B - LEVEL FOUR, ENLARGED PLAN (PART A)MATCH LINEMATCH LINEASK-079R202/06/20(REV 03/11/20, 4/16/20)No. Description Date1 Addendum 01 2/1/194 Addendum 03 4/12/195 Addendum 04 4/23/196 Construction Set 6/11/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1941 ASK-079 02/06/2042 ASK-079R1 03/11/2043 ASK-079R2 04/16/20 NEW ASPHALT SHINGLE ROOFSLOPENEW ASPHALT SHINGLE ROOFSLOPENEW ASPHALT SHINGLE ROOFSLOPENEW ASPHALT SHINGLE ROOFSLOPEROOF BELOW (SEE BLDG C)LINE OF WALL BELOWNEW GUTTERLINE OF WALL BELOWEDGE OF HIGHER ROOFLINE OF WALL BELOWNEW RAIN GUTTERLEADER TO LOWER RAIN GUTTERRL TO SPLASH BLOCKRL TO SPLASH BLOCKTO NEW UNDERGROUND PERIMETER DRAINAGE SYSTEMRL RL NEW RAIN GUTTEREDGE OF HIGHER ROOFNEW ASPHALT SHINGLE ROOFSLOPENEW RAIN GUTTEREDGE OF HIGHER ROOFNEW ASPHALT SHINGLE ROOFSLOPENEW RAIN GUTTERRLNEW LOW-SLOPE MEMBRANE ROOFSLOPENEW LOW-SLOPE ROOF BELOWNEW LOW-SLOPE ROOF AT BRIDGE BETWEEN B AND DLINE OF WALL BELOWEDGE OF HIGHER ROOFLINE OF WALL BELOWLINE OF WALL BELOWEXPANSION JOINTTO NEW UNDERGROUND PERIMETER DRAINAGE SYSTEMRLRLRLLEADER TO LOWER ROOFTO NEW UNDERGROUND PERIMETER DRAINAGE SYSTEMRL TO SPLASH BLOCKRLRLROOF SYSTEM LEGENDNEW ASPHALT SHINGLE ROOF SYSTEMNEW LOW-SLOPE MEMBRANE ROOF SYSTEMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWAs indicatedB-A1.7BUILDING BPLANS -LEVELROOFDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063ABDECFGHJKLMNORTHSITE KEY PLANMATCH LINEMATCH LINE1/4" = 1'-0"B-A1.71BUILDING B - ROOF PLAN1/4" = 1'-0"B-A1.72BUILDING B - ROOF PLAN12/26/19(REV 03/09/20)ASK-039AR1No. Description Date3 Permit Set 2/26/1918 ASK-045 1/15/2020 ASK-039R1 03/09/20 BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG AB - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"BLDG H LEVEL 1 EXIST26' - 10 3/8"BLDG B - AVE GRADE47' - 6"NEW PREFIN ALUM COUNTER FLASHING NEW ALUM GUTTERS & DOWNSPOUTS, TO SPLASH BLOCKSREPLACE ALL CLERESTORY WINDOWS & WOOD JAMBS EXIT FROM EGRESS STAIRSEE BUILDING AB CONNECTOR DRAWINGSBLDG F - LEVEL 352' - 6 1/2"BLDG K - LEVEL 1 NEW30' - 5"BLDG M - LEVEL 1 NEW30' - 5"BLDG B - ELEVATOR -OVERRIDE83' - 8 7/8"10' - 0"10' - 0"BOILER ROOM EXHAUST MANTAIN 10'-0 MIN. FROM ANY OPERABLE OPENINGINFILL EXISTING MASSONRY OPENINGS W/BRICK,TYP.BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG AB - LEVEL B41' - 2 7/8"L2.2L2.1BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"3B-A3.33B-A3.3REMOVE OUTRIGGER (CONFIRM IT IS NON-STRUCTURAL BEFORE REMOVING)NEW BOARD AND BATTEN SIDING TO MATCH EXISTINGTYPICAL AT ALL 4 EAVE CORNER CONDITIONS AT BLDG 'B' -REMOVE CANTILEVERED BRICK & REPLACED W/ NEW FLUSH PTD SYNTHETHIC PANEL REMOVE ROOF & MISC STRUCTURAL SUPPORTSREPLACE ROOFING, REBUILD FASCIA & EAVE, INSTALL NEW PREFIN ALUM GUTTER & DOWNSPOUT, TIED INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMREBUILD/REPOINT MASONRY JAMBS OF EXISTING OPENINGSAT THESE OPENINGS REBUILD/REPOINT GABLE ENDSMAIN ENTRY TO BUILDING BNEW FIXED WINDOW IN EXISTING OPENINGBLDG F - LEVEL 352' - 6 1/2"NEW DOORS AT EXISTING OPENINGS,TYP.ASK-047ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"B-A2.1BUILDING BELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/8" = 1'-0"B-A2.16BUILDING B - WEST ELEVATION1/8" = 1'-0"B-A2.15BUILDING B - NORTH ELEVATIONBUILDING 'B'RENOVATION NOTES:1. REPOINT 50% OF EXISTING STONE WALLS2. REPOINT 5% OF EXISTING BRICK WALLS3. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR 4. FOR ALL STONE HEADERS THAT ARE CURRENTLY "COATED" REPLACE W/ NEW STONE (MATCH & ALIGN W/ EXISTING)5. FOR ALL " NON-COATED" STONE HEADERS, BUDGET 10% FOR REPLACEMENTABDECFGHJKLMNORTHSITE KEY PLAN02/06/20(REV 03/05/20)ASK-066R1No. Description Date3 Permit Set 2/26/1925 ASK-066 02/06/2026 ASK-066R1 3/11/20 BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG AB - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"L2.2L2.1BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"2B-A3.22B-A3.2REPLACE ROOFING, REBUILD FASCIA & EAVE, INSTALL NEW PREFIN ALUM GUTTER & DOWNSPOUTBRICK,INFILL,TYP.BLDG B - LEVEL 479' - 11"BLDG B - LEVEL 369' - 10 7/8"BLDG B - LEVEL 260' - 7 7/8"BLDG B - LEVEL 150' - 2"BLDG AB - LEVEL B41' - 2 7/8"BLDG B - LEVEL SB31' - 1 7/8"BLDG B - LEVEL 4 BEAMS88' - 4 7/8"BLDG B - LEVEL ROOF99' - 11 3/8"BLDG H LEVEL 1 EXIST26' - 10 3/8"ENTRANCE TO MECHANICAL ROOMSCORRIDOR TO UNITS B-1 AND B-2SEE BUILDING C DRAWINGSRAIN LEADER LOWER GUTTERBRICK INFILL TYP.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"B-A2.2BUILDING BELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/8" = 1'-0"B-A2.27BUILDING B - SOUTH ELEVATION1/8" = 1'-0"B-A2.28BUILDING B - EAST ELEVATIONBUILDING 'B'RENOVATION NOTES:1. REPOINT 50% OF EXISTING STONE WALLS2. REPOINT 5% OF EXISTING BRICK WALLS3. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR 4. FOR ALL STONE HEADERS THAT ARE CURRENTLY "COATED" REPLACE W/ NEW STONE (MATCH & ALIGN W/ EXISTING)5. FOR ALL " NON-COATED" STONE HEADERS, BUDGET 10% FOR REPLACEMENTABDECFGHJKLMNORTHSITE KEY PLANNEW ASPHALT SHINGLE ROOF ON EXISTING DECKNEW WINDOWS IN EXISTING OPENINGNEW GUTTERS AND LEADERS02/06/20REV 03/04/20ASK-089R1No. Description Date3 Permit Set 2/26/1938 ASK-089 02/06/2039 ASK-089R1 03/11/20 1 B-A3.1 1 B-A3.1 REMOVE ALL NON- STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELY REMOVE EXISTING WINDOW. TYPICAL ALL WINDOWS THIS FLOOR. REMOVE ALL EXISTING EXTERIOR DOORS AT THIS LEVEL. DEMOLISH STAIR TO UPPER LEVEL. DEMOLISH ALL COLUMNS AND UPPER FLOOR SYSTEM. 1 B-A3.1 1 B-A3.1 REMOVE ALL NON- STRUCTURAL INTERIOR PARTITIONS AND CEILINGS. REMOVE ALL FLOORING, SUBFLOOR AND FLOOR FRAMING AT THIS LEVEL. REMOVE EXISTING WINDOW. TYPICAL ALL WINDOWS THIS FLOOR. REMOVE ALL EXISTING EXTERIOR DOORS AT THIS LEVEL. DEMOLISH SECOND LEVEL FLOOR ENTIRELY (FLOOR, FRAMING AND COLUMNS). DEMOLISH STAIR TO SECOND LEVEL. DEMOLISH EXTERIOR WINDOWS AND DOORS AT BOTH LEVELS ON ALL FACADES. 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. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. LEGEND DEMOLISHED ELEMENT Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE As indicated C-D1.1 BUILDING C DEMO PLANS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 02/06/20 16-063 1/8" = 1'-0"C-D1.1 1 BUILDING C - LEVEL 1, DEMOLITION PLAN 1/8" = 1'-0"C-D1.1 2 BUILDING C - LEVEL 2 DEMOLITION PLAN C-D1.1 3 BUILDING C - DEMO CUT-AWAY AXONOMETRIC A B D E C F G H J K L M NORTH SITE KEY PLAN ASK-074 02/06/20 1C-A3.11C-A3.1C-A2.111UNIT C-1(2 BEDROOM)UNIT C-2(2 BEDROOM)W5W1W1W5W5W5W5W5W5W5W5W5W5W5W511' - 5"4"2' - 1" 4" 11' - 5" 6" .4"4' - 0"4"1' - 3"4"10"4"4' - 9"4"4' - 9".6"2"7' - 7"4"6' - 0"4"10' - 1"4"2' - 10"4"2' - 5"4"4' - 11"4"4' - 10". 6"12' - 3" 4" 2' - 1"4"8' - 8"4"4' - 0"C-A2.1102C-A3.12C-A3.1B-1AA-3AA-3AA-3ABUILDING FKITCHENTYPE-14KITCHENTYPE-15C-A6.11C-A6.12TOILETTYPE-12A-4ED-4BD-4BD-2BD-2D-3AD-2BD-3D-2D-4BTRANSOM WINDOW ABOVEW5W5W5W7AW7AW7AD-43BTOILETTYPE-11D-2W7AD-4BW5W7AW5D-2W7A5"2' - 9" 7' - 10"4"4' - 1"4"1' - 4"4"4' - 7"4"11' - 0"6"10' - 3"4"3' - 8"4"10' - 1"8' - 10" 4"9' - 3"4"5' - 8"4"1"6" .W5W5W1D-4BTRANSOM WINDOW ABOVEY3Y3W5W5W5RAIN LEADER (TYP.)12' - 9"4"MECHCOATCLOSETBEDROOM 1BEDROOM 2CLOSETCLOSETBEDROOM 1BEDROOM 2COATCLOS.W7ACLOSETCLOSETLINENCLOSETW7BD-5ALIN.CLOS.W5W5W5W5MECH2' - 1"4"W13W13W13ESW13W131'-6"1'-6"1'-6" 1'-6"0"9' - 5"1' - 8"4' - 5"1' - 7"0"0" .1C-A3.11C-A3.1C-A2.19BUILDING CBUILDING FUNIT C-3(2 BEDROOM)TYPE AUNIT C-4(2 BEDROOM)TYPE AW5W5W1W1W5W5W5W5W5W5W56' - 9"4"5' - 0" 4" 1' - 4"2' - 10" 4" 10' - 10"2' - 8"4"12' - 2"4"3' - 0"4" 11' - 3" 12' - 9"4"3' - 4"4"10' - 2"C-A2.1102C-A3.12C-A3.1A-3AA-3AA-3AA-3AA-3AA-3AA-3AA-5AA-4AA-4AA-3AA-2AA-1AKITCHENTYPE-16KITCHENTYPE-16ATOILETTYPE-13TOILETTYPE-14D-4AD-4AD-2D-2D-2D-3AD-2D-4BD-4BD-2D-2D-3AD-5D-45W5W5W5W5W7AW1W7AW1W5W5AW5W5W5COATCLOSETD-44BEDROOM 1BEDROOM 2CLOSETCLOSETLIN.CLOS.COATCLOSETCLOSETCLOSETBEDROOM 1BEDROOM 214' - 4"4"2' - 1"4"13' - 0"14' - 11"4"13' - 9"6"6' - 10"4"12' - 6"2"10' - 1"W54"2' - 1"4"6' - 10"4"4' - 11"4"5' - 10"4"10' - 4"6"W7AW7AF3110' - 4"5' - 1"4"8' - 4"D-4ACLOSETMECHMECHF31D-4AF31ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWSKETCH NUMBERRFI REFERENCESHEET NUMBERDATE1/4" = 1'-0"C-A1.1BUILDING CPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor02/06/2016-063MARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"C-A1.11BUILDING C - LEVEL ONE, ENLARGED PLAN1/4" = 1'-0"C-A1.12BUILDING C - LEVEL TWO, ENLARGED PLANABDECFGHJKLMNORTHSITE KEY PLAN02/06/20 R1ASK-042,R1 1C-A3.11C-A3.1C-A2.111C-A2.19C-A2.1102C-A3.12C-A3.1NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM SLOPESLOPEC-A4.15C-A4.160" INSULATION1" INSULATION2" INSULATION3" INSULATION4" INSULATION5" INSULATION6" INSULATION7" INSULATION8" INSULATION1' - 8"3' - 4"..TAPERED WOOD BLOCKING1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 7"3' - 4"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 7"3' - 4"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"3' - 4"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"TAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"C-A1.2BUILDING CPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063MARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"C-A1.23BLDG C - ROOF PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/1947 ASK-094 03/09/2048 ASK-094R1 03/20/20ASK094R1(03/09/2020)(revised 03/20/20) BLDG C - LEVEL 2 41' - 6 7/8" BLDG C - LEVEL 1 31' - 1 7/8" NEW LOW SLOPED ROOFING SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM FACE OF BLDG 'B' ENTRY TO UNIT C-3ENTRY TO UNIT C-4 NEW DOOR IN MODIFIED EXISTING MASONRY NEW WINDOW IN EXISTING/ REVISED DOOR OPENING NEW DOOR MODIFIED EXISTING MASONRY OPENING NEW WINDOW IN EXISTING MASONRY OPENING GRADE BLDG C - LEVEL 2 41' - 6 7/8" BLDG C - LEVEL 1 31' - 1 7/8" FACE OF BLDG 'B' ENTRY TO UNIT C-2 ENTRY TO UNIT C-1 NEW GUTTERS AND DOWNSPROUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM NEW WINDOW IN EXISTING OPENING,TYP. NEW WINDOW IN EXISTING MASONRY OPENING NEW DOOR IN EXISTING MASONRY OPENING GRADE BLDG C - LEVEL 2 41' - 6 7/8" BLDG C - LEVEL 1 31' - 1 7/8" BLDG C - ROOF 52' - 4 5/8" NEW 42" HIGH GUARDRAIL NEW ARCHITECTURAL PRECAST COPING OVER NEW S.S THRU-WALL FLASHING NEW WINDOW IN EXISTING OPENING,TYP. REPAINT EXISTING PARGED WALL GRADE GRADE Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/8" = 1'-0" C-A2.1 BUILDING C ELEVATIONS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 1/8" = 1'-0"C-A2.1 9 BUILDING C - NORTH ELEVATION 1/8" = 1'-0"C-A2.1 11 BUILDING C - SOUTH ELEVATION 1/8" = 1'-0"C-A2.1 10 BUILDING C - EAST ELEVATION BUILDING 'C' RENOVATION NOTES: 1. REPOINT 20% OF EXISTING BRICK WALL. BUDGET 5% FOR NEW EXTERIOR BRICK WALL REPLACEMENT 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR A B D E C F G H J K L M NORTH SITE KEY PLAN 02/06/20 ASK-067 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 &'6HW6 OA O1 O2 O3 O4 O5 2 D-A3.1 2 D-A3.1 1 D-A3.1 1 D-A3.1 42' - 3 1/2" UNIT D-1 (2 BEDROOM) UNIT D-2 (1 BEDROOM) W1 W6A W5 W1 W5 W1 W1 KITCHEN TYPE-18 KITCHEN TYPE-17 TOILET TYPE-16 TOILET TYPE-15 14' - 7" 6" 2' - 2" 4"13' - 4"6"2' - 6"4"8' - 11" 4" 14' - 1" 3"4' - 0"4"3' - 0"4"5' - 11"3' - 8"6"9' - 10"17' - 2" 6"4' - 4"4"5' - 2"8' - 10"4"2' - 2"4"2' - 4"4"2' - 10"4"10' - 1"8' - 6"6"11' - 2"4"3' - 2"4" 2' - 2" 4"6' - 0"6"7' - 5"8"7' - 8" 6" 2' - 1"4" 18' - 2"4"1' - 8"4"12' - 0" 6"3"2' - 11"4"5' - 6"7"6"3' - 7"9' - 2"4' - 11"2' - 5 7/8"3"7' - 0"4"10' - 7"4"4' - 11"4"4' - 0"3"4"3' - 9"4"3' - 3"3" W8BW8B W8B W8B W8B W8B W8B W8B W8B W8B W8B B-4A B-1A B-1A B-1A B-1A B-3AB-9AB-9AB-10AB-10A B-3A B-1A D-2 D-4B D-2 D-2A D-3 D-2A D-5A D-2A D-4B D-3 D-48 W5W5 W5 W5AW5A W7A W7 W5W5 W5W5 W8B W5 W5 W5 COAT CLOSET LINEN CLOS.CLOSETELECTRICAL ROOM BEDROOM 2 CLOSET LINEN CLOS. STAIR D1 CLOSET BEDROOM PARTIAL HEIGHT WALL COAT CLOSET D-46 RAIN LEADER (TYP.) 2' - 3" 4" 17' - 7"4"2' - 10"4"8' - 10"6"3' - 7" 4" 3' - 7" 6" 2' - 3" 14' - 7"3" D-4A W5A BEDROOM 1 D-62 B-11A W8B 3" 2' - 2" 4" W1 W5 W6A F02 4.5 D-4A F02 3' - 8" 4' - 11" 3' - 5" 3' - 9" 4' - 4" 3' - 9" 4' - 3" 3' - 9" 12' - 6" 3' - 9" 4' - 5" 3' - 9" 4' - 1" B-1A 3"4' - 0"4"UP OA O1 O2 O3 O4 O5 2 D-A3.1 2 D-A3.1 1 D-A3.1 1 D-A3.1 53' - 7" UNIT D-3 (2 BEDROOM)UNIT D-4 (1 BEDROOM) KITCHEN TYPE-17 KITCHEN TYPE-18 TOILET TYPE-15 3"14' - 10" 4" 2' - 1" 4" 13' - 4"6"2' - 6" 4" 6' - 1" 4" 2' - 1"4"14' - 6" 9"3"14' - 8" 4" 2' - 1"4"2' - 5"4"7' - 5"3"3"8' - 6" 6" 13' - 3" 4" 1' - 11" 6" 5' - 1" 1' - 9"6"7' - 9" 6" 2' - 1" 4" 6' - 1" 3" 7' - 6"3"3" 4' - 8"4"4' - 1"4"7' - 8"4"10' - 2"3"2' - 2"3' - 0"4"5' - 6"7"6"3' - 7"7' - 4"6' - 9"4' - 1"4"4' - 11"4"2' - 5"4"7' - 4"4"2' - 8"4"4' - 6"3"3"8' - 9"3"5"4"9' - 3"3"8' - 6"3"8' - 9 7/8"W8BW8B W8B W8B W8B W8B TOILET TYPE-17 B-1K B-4A B-1AB-1A B-1A B-1A B-1A B-1A B-1D B-1AB-1AB-1AB-1AB-1AB-1AB-1A B-2A B-1A B-1A D-2A D-2 D-4 D-5 D-2 D-3 D-4 D-2A D-5A D-2A D-4B D-1 D-3D D-1 W8B W5W5 W5 W6A W5 W5 W5 W5 W6 W5 W7AW7A W5 W1 W1 W1 W7A W7 W5W5 W5 W1 W5 W5W5 W5W5 W5 W8B W8B W8B W8B COAT CLOSET BEDROOM 1 BEDROOM 2 CLOSET CLOSET MECH LINEN CLOSET CLOSET COAT CLOSET BEDROOM PART HEIGHT WALL STAIR D1 LIN. CLOS. W6A 3 ASK-047 3 ASK-047 3 ASK-048 3 ASK-048 4 ASK-047 4 ASK-047 4.5 DN 4' - 11"Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/4" = 1'-0" D-A1.1 BUILDING D PLANS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 MARK Description 8 EXISTING BRICK WALL 13A EB EXISTING BRICK WALL EC EXISTING CONCRETE WALL ES EXISTING STONE WALL EW EXISTING WOOD WALL W1 UNIT SEPARATION WALL W2 EXISTING BRICK WALL W3 STAIRWELL WALL W4 8" CMU WALL W4A 6" CMU WALL W5 4" STUD NON-ACOUSTIC INTERIOR PARTITION W5A 4" STUD ACOUSTIC INTERIOR PARTITION W6 6" STUD ACOUSTIC INTERIOR PARTITION W6A 6" STUD NON-ACOUSTIC INTERIOR PARTITION W7 6" FURRING WALL W7A 4" FURRING WALL W7B 1 7/8" FURRING WALL W7C 6" BEARING WALL W7D 4" SHAFT WALL W8B 1-5/8" FURRING WALL W9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUP W9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP W9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUP W10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP W13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP 1/4" = 1'-0"D-A1.1 1 BUILDING D - LEVEL ONE, ENLARGED PLAN 1/4" = 1'-0"D-A1.1 2 BUILDING D - LEVEL TWO, ENLARGED PLAN A B D E C F G H J K L M NORTH SITE KEY PLAN ASK-051 02/06/20 OAO1O2O3O4O52D-A3.12D-A3.11D-A3.11D-A3.1D-A2.112D-A2.115D-A2.113D-A2.114NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM ASK-0471ASK-0481ASK-0482ASK-04723ASK-0473ASK-0473ASK-0483ASK-0484ASK-0474ASK-0474.5D-A4.15D-A4.160" INSULATION1" INSULATION2" INSULATION3" INSULATION4" INSULATION5" INSULATION6" INSULATION7" INSULATION8" INSULATIONTAPERED WOOD BLOCKING3' - 6"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"3' - 6"3' - 6" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9"1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 3' - 6"TAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"D-A1.2BUILDING DPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"D-A1.21BUILDING D - ROOF LEVEL , ENLARGED PLANABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPNo. Description Date3 Permit Set 2/26/1946 ASK-093 03/09/2047 ASK-093R1 03/20/20ASK093R1(03/09/2020)(REVISED 03/20/20) BLDG D - LEVEL 2 53' - 6 7/8" 1 BLDG D - LEVEL 1 42' - 3 3/8" O1O2O3O4O5 BLDG D - ROOF 66' - 7 7/8" BLDG E REMOVE PLANTER BOX AND REPLACE THE MASONRY BELOW THE WINDOW SILLS REPLACE MIN 7 ROWS OF FACE BRICK ALONG THE WALL REPOINT BANK OF BRICK BETWEEN WINDOWS REMOVE EXISTING WOOD STRUCTURE NEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW- GRADE PERIMETER DRAINAGE SYSTEM NEW LOW SLOPED ROOFING SYSTEM NEW BRICK INFILL AT EXISTING DOOR OPENING BELOW NEW WINDOW SILL. 4.5 GRADE NEW WINDOW IN EXISTING MANSONRY OPENING,TYP. BLDG D - LEVEL 2 53' - 6 7/8" BLDG D - LEVEL 1 42' - 3 3/8" BLDG D - ROOF 66' - 7 7/8" REMOVE DETERIORATED OUTRIGGER AND REBUILD AREA W/ NEW MASONRY THE CORNER OF THIS BLDG IS IN STRUCTURAL DISTRESS AND MUST BE REBUILT IN TOTAL, INCLUDING THE INSTALLATION OF A REINFORCEDFOUNDATION. REFER TO STRUCTURAL DWGS. REMOVE EXISTING STEEL STAIR ENTRY TO UNIT D-2 GRADE NEW WINDOW IN EXISTING MASONRY OPENING TYP. BLDG D - LEVEL 2 53' - 6 7/8" BLDG D - LEVEL 1 42' - 3 3/8" O1 O2 O3 O4 O5 BLDG D - ROOF 66' - 7 7/8" REBUILD ARCHED BRICK LINTELS & BRICK ABOVE , INCLUDING ALL ASSOCIATED PORTIONS OF EXISTING CORNICE REPOINT ALL BRICK ABOVE 1ST FLOOR WINDOWS REBUILD PORTION OF WALL THE 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 WALL REPAIR THIS AREA, INCLUDING SECTION OF STONE FOUNDATION WALL REMOVE EXISTING STEEL STAIR NEW LOW SLOPED ROOFING SYSTEM ENTRY TO UNIT D-1 ENTRY TO UNIT D-3 AND D-4 4.5 NEW WINDOW IN EXISTING MASONRY OPENING TYP. GRADE BLDG D - LEVEL 2 53' - 6 7/8" BLDG D - LEVEL 1 42' - 3 3/8" BLDG D - ROOF 66' - 7 7/8" GRADE Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/8" = 1'-0" D-A2.1 BUILDING D ELEVATIONS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 1/8" = 1'-0"D-A2.1 12 BUILDING D - ELEVATION NORTH 1/8" = 1'-0"D-A2.1 15 BUILDING D - ELEVATION EAST 1/8" = 1'-0"D-A2.1 13 BUILDING D - ELEVATION SOUTH 1/8" = 1'-0"D-A2.1 14 BUILDING D - ELEVATION WEST BUILDING '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 A B D E C F G H J K L M NORTH SITE KEY PLAN ASK-052 02/06/20 3 ASK-047 3 ASK-047 4 ASK-047 4 ASK-047 13A PULL DOWN STAIR 13A BLDG D - LEVEL 1 42' - 3 3/8" BLDG B - LEVEL 3 69' - 10 7/8" BLDG B - LEVEL 2 60' - 7 7/8" BLDG B - LEVEL 1 50' - 2" BLDG B - AVE GRADE 47' - 6" BLDG D NEW BOARD AND BATTEN SIDING TO MATCH EXISTING BLDG B NEW RAIN LEADER AND SPLASH BLOCK AT GRADE BLDG D - LEVEL 2 53' - 6 7/8" BLDG D - LEVEL 1 42' - 3 3/8" BLDG D - ROOF 66' - 7 7/8" BLDG D BLDG B 3 ASK-047 3 ASK-047 4 ASK-047 4 ASK-047 NEW RAIN LEADER CONDUCTOR BOX SLOPE BLDG D - LEVEL 2 53' - 6 7/8" BLDG D - LEVEL 1 42' - 3 3/8" BLDG D - ROOF 66' - 7 7/8" BLDG D BLDG B 9 BD A1.1 BLDG B - LEVEL 3 69' - 10 7/8" BLDG B - LEVEL 2 60' - 7 7/8" BLDG B - LEVEL 1 50' - 2" BLDG B - AVE GRADE 47' - 6" BLDG B 8 BD A1.1 BD A1.1 7 NEW FLASHING VERTICAL WOOD BOARD AND BATTEN 1 1/2" RIGID INSULATION EXISTING WOOD FRAMING TO REMAIN 2 LAYERS TYPE X 5/8" GWB 1 LAYER FIRE-RATED OSB SHEATHING (2-SIDED) EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL. NEW ALUMINUM DRIP EDGE WITH GRAVEL STOP. NEW CEDAR OR POLYMER COMPOSITE 10"X5/4" TRIM. NEW BLOCKING. NEW CEDAR OR POLYMER COMPOSITE 6"X1" TRIM. NEW EPDM ROOF FLASHING. NON-REINFORCED UNIFORM FLEXIBLE EPDM SHEET 3/4" PLYWOOD SHEATHING 1/2" PROTECTION BOARD. 1 1/2" RIGID INSULATION NEW CEDAR OR POLYMER COMPOSITE 8"X1" TRIM. VERTICAL WOOD BOARD AND BATTEN 1 1/2" RIGID INSULATION EXISTING WOOD FRAMING TO REMAIN 2 LAYERS TYPE X 5/8" GWB 1 LAYER FIRE-RATED OSB SHEATHING (2-SIDED) WOOD SOFFIT 1 1/2" RIGID INSULATION 1 LAYER FIRE-RATED OSB SHEATHING (2-SIDED) EXISTING FLOOR FRAMING TO REMAIN NEW 3/4" PLYWOOD SUBFLOOR EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL. 3/4" PLYWOOD SHEATHING 1/2" PROTECTION BOARD. 1 1/2" RIGID INSULATION NON-REINFORCED UNIFORM FLEXIBLE EPDM SHEET FLASHING TERMINATION BAR EXISTING EXTERIOR BUILDING BRICK WALL Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE As indicated ASK-047 CONNECTOR BD Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 12/30/2019 16-063 1/2" = 1'-0"ASK-047 5 CONNECTOR BD LEVEL2 1/4" = 1'-0"ASK-047 1 CONNECTOR BD NORTH ELEVATION 1/4" = 1'-0"ASK-047 2 CONNECTOR BD SOUTH ELEVATION 1/2" = 1'-0"ASK-047 6 CONNECTOR BD ROOF 1/4" = 1'-0"ASK-047 3 CONNECTOR BD SECTION 1 A B D E C F G H J K L M NORTH SITE KEY PLAN 1/4" = 1'-0"ASK-047 4 CONNECTOR BD SECTION 2 1 1/2" = 1'-0"ASK-047 8 CONNECTOR BD ROOF DET. A 1 1/2" = 1'-0"ASK-047 7 CONNECTOR BD FLOOR DET. 1 1/2" = 1'-0"ASK-047 9 CONNECTOR BD ROOF DET. B 1 3 ASK-048 3 ASK-048 4 ASK-048 4 ASK-048 PULL DOWN STAIR 13A 13A W1 W1 BLDG D - LEVEL 2 53' - 6 7/8" 1 BLDG D - LEVEL 1 42' - 3 3/8" BLDG D - ROOF 66' - 7 7/8" BLDG E BLDG D NEW BOARD AND BATTEN SIDING TO MATCH EXISTING NEW RAIN LEADER AND SPLASH BLOCK AT GRADE BLDG E - LEVEL 1 42' - 10 7/8" 1 BLDG E - ROOF 65' - 4 7/8" BLDG E - LEVEL 2 53' - 6 7/8" BLDG D BLDG E NEW BOARD AND BATTEN SIDING TO MATCH EXISTING NEW MEMBRANE ROOF NEW RAIN LEADER AND SPLASH BLOCK AT GRADE 1 3 ASK-048 3 ASK-048 4 ASK-048 4 ASK-048 BLDG E - LEVEL 1 42' - 10 7/8" 1 BLDG E - ROOF 65' - 4 7/8" BLDG E - LEVEL 2 53' - 6 7/8" BLDG D BLDG E 8 DE A1.1 BLDG D - LEVEL 2 53' - 6 7/8" BLDG D - LEVEL 1 42' - 3 3/8" OA BLDG D - ROOF 66' - 7 7/8" 8 DE A1.1 7 DE A1.1 NEW RAIN LEADERS AND SPLASH BLOCK AT GRADE NEW FLASHING VERTICAL WOOD BOARD AND BATTEN 1 1/2" RIGID INSULATION EXISTING WOOD FRAMING TO REMAIN 2 LAYERS TYPE X 5/8" GWB 1 LAYER FIRE-RATED OSB SHEATHING (2-SIDED) NEW ALUMINUM DRIP EDGE. NEW ALUMINUM RAIN GUTTER AND DOWNSPOUT WITH LEAF STRAINER. NEW CEDAR OR POLYMER COMPOSITE 10"X5/4" TRIM. NEW BLOCKING. NEW CEDAR OR POLYMER COMPOSITE 6"X1" TRIM. EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL. 3/4" PLYWOOD SHEATHING 1/2" PROTECTION BOARD. 1 1/2" RIGID INSULATION NON-REINFORCED UNIFORM FLEXIBLE EPDM SHEET NEW CEDAR OR POLYMER COMPOSITE 8"X1" TRIM. VERTICAL WOOD BOARD AND BATTEN 1 1/2" RIGID INSULATION EXISTING WOOD FRAMING TO REMAIN 2 LAYERS TYPE X 5/8" GWB 1 LAYER FIRE-RATED OSB SHEATHING (2-SIDED) WOOD SOFFIT 1 1/2" RIGID INSULATION 1 LAYER FIRE-RATED OSB SHEATHING (2-SIDED) EXISTING FLOOR FRAMING TO REMAIN NEW 3/4" PLYWOOD SUBFLOOR EXISTING ROOF DECK TO REMAIN. INSPECT FOR DAMAGE AND REPLACE DAMAGED MATERIAL. 3/4" PLYWOOD SHEATHING 1/2" PROTECTION BOARD. 1 1/2" RIGID INSULATION NON-REINFORCED UNIFORM FLEXIBLE EPDM SHEET FLASHING TERMINATION BAR EXISTING EXTERIOR BUILDING BRICK WALL Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE As indicated ASK-048 CONNECTOR DE Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 12/30/2019 16-063 1/2" = 1'-0"ASK-048 6 CONNECTOR DE LEVEL2 1/4" = 1'-0"ASK-048 1 CONNECTOR DE NORTH ELEVATION 1/4" = 1'-0"ASK-048 2 CONNECTOR DE SOUTH ELEVATION 1/2" = 1'-0"ASK-048 5 CONNECTOR DE ROOF 1/4" = 1'-0"ASK-048 3 CONNECTOR DE SECTION 1 A B D E C F G H J K L M NORTH SITE KEY PLAN 1/4" = 1'-0"ASK-048 4 CONNECTOR DE SECTION 2 1 1/2" = 1'-0"ASK-048 8 CONNECTOR DE ROOF DET. A 1 1/2" = 1'-0"ASK-048 7 CONNECTOR DE FLOOR DETAIL 1 1/2" = 1'-0"ASK-048 9 CONNECTOR DE ROOF DET. B REMOVE ALL NON- STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELY REMOVE ALL WINDOWS ON THIS LEVEL. DEMO BRICK WALL BELOW WINDOW OPENING TO FLOOR LEVEL FOR NEW DOOR REMOVE ALL NON- STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELY SHORE STRUCTURE. DEMOLISH FLOOR AND FRAMING TO ACCOMMODATE NEW STAIR WELL. REMOVE ALL WINDOWS ON THIS LEVEL. DEMO BRICK WALL BELOW WINDOW OPENING TO FLOOR LEVEL FOR NEW DOOR 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. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. LEGEND DEMOLISHED ELEMENT Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE As indicated E-D1.1 BUILDING E DEMO PLANS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 1/8" = 1'-0"E-D1.1 1 BUILDING E - LEVEL 1 DEMOLITION PLAN 1/8" = 1'-0"E-D1.1 2 BUILDING E - LEVEL 2 DEMOLITION PLAN E-D1.1 3 BUILDING E - DEMOLITION AXONOMETRIC A B D E C F G H J K L M NORTH SITE KEY PLAN ASK-053 02/06/20 3 E-A3.1 3 E-A3.1 1 E-A3.1 1 E-A3.1 42' - 11" W1 W1 W5 W1 ENTRY VESTIBULE OFFICE JANITOR CLOSET MECHANICAL ROOM COMMUNITY ROOM FITNESS ROOM W1 W5 W5 W5 23' - 11" 6" 4' - 1"6"4' - 5" 6" 6' - 11"4"6' - 11"4"14' - 3"3"3"27' - 8"3"3"6' - 1"4"3' - 8"6"11' - 6"5' - 7"3"3"23' - 11"6"4' - 1"6"4' - 4"6"14' - 3" 4" 6' - 0"4" 7' - 11" 3"3" 9' - 10" 4" 5' - 7"4"3' - 1" 4" 8' - 1"3"E-A2.1 18 E-A2.119 B-5A B-5A B-5AB-5A 2 E-A3.1 2 E-A3.1 REST RM. W8B W8B W8B W8B W8B W8B W8B D-10 D-51A W1 W1 D-49 D-51B W1 VESTIBULE W8B W53"OFFICE D-9 PACKAGES REST RM. D-20 D-10 D-2 D-2 D-2 W1 D-4BD-4B TOILET TYPE-18TOILET TYPE-18 3 E-A3.1 3 E-A3.1 1 E-A3.1 1 E-A3.1 UNIT E-2 (1 BEDROOM) UNIT E-3 (2 BEDROOM) W5 W1 W5 W5 W5 W5 W5 W5 W5 W5 W1 W5 W5 W5 W5 W5 13' - 11" 4" 9' - 7" 6" 4' - 3" 6" 5' - 5" 4"2' - 9" 7' - 1"4"15' - 3" 4" 2' - 2" 3" 3"8' - 1"4"2' - 1"4"3' - 2" 3"13' - 11" 4" 2' - 5" 4" 6' - 10"6"4' - 3"6"6' - 6"4"4' - 3"4"2' - 2"20' - 1"3"3"10' - 3"4"2' - 1"4"2' - 1"4"1' - 1"5' - 1"4"5' - 8"3"3"4' - 11"22' - 8"3"13' - 9"4"2' - 1"4"11' - 2"3"4"3' - 7" 4" 2' - 1"4"3' - 7"3"1' - 3"5' - 7"4"2' - 1"4"4' - 2"4"13' - 7"3"3"6' - 4"4"2' - 5"4"11"4"17' - 0"3"3"13' - 11"4"9' - 7"6"4' - 3"6"11' - 1"4"7' - 7"4"14' - 4"3"3"6' - 3"4"1' - 8"4"1' - 0"4"17' - 8"3"E-A2.1 18 E-A2.119 2 E-A3.1 2 E-A3.1 KITCHEN TYPE-2D KITCHEN TYPE-22 TOILET TYPE-19 TOILET TYPE-20 W8B W8B W8B W8B W8BW8B D-3 D-5 D-4 D-2 D-2 D-1 D-1 D-2A D-5AD-3 D-4 D-2 D-2 D-4 B-5AB-5A B-5A B-5A B-5AB-5AB-5AB-5A E-1AB B-7A6' - 5"NEW FLOOR INFILL W8B W1W1 W5 W5 W5 W5 W5W5W8B W5 W5 W7A W7 W5 W5W5COAT CLOSET LINEN CLOS. W7A CLOSET BEDROOM BEDROOM 1 DN STAIR E1 BEDROOM 2 CLOSET COAT CLOSET CLOSET LINEN CLOS.MECH MECH Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/4" = 1'-0" E-A1.1 BUILDING E PLANS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 A B D E C F G H J K L M NORTH SITE KEY PLAN MARK Description 8 EXISTING BRICK WALL 13A EB EXISTING BRICK WALL EC EXISTING CONCRETE WALL ES EXISTING STONE WALL EW EXISTING WOOD WALL W1 UNIT SEPARATION WALL W2 EXISTING BRICK WALL W3 STAIRWELL WALL W4 8" CMU WALL W4A 6" CMU WALL W5 4" STUD NON-ACOUSTIC INTERIOR PARTITION W5A 4" STUD ACOUSTIC INTERIOR PARTITION W6 6" STUD ACOUSTIC INTERIOR PARTITION W6A 6" STUD NON-ACOUSTIC INTERIOR PARTITION W7 6" FURRING WALL W7A 4" FURRING WALL W7B 1 7/8" FURRING WALL W7C 6" BEARING WALL W7D 4" SHAFT WALL W8B 1-5/8" FURRING WALL W9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUP W9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP W9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUP W10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP W13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP 1/4" = 1'-0"E-A1.1 1 BUILDING E - LEVEL ONE, ENLARGED PLAN 1/4" = 1'-0"E-A1.1 2 BUILDING E - LEVEL TWO, ENLARGED PLAN 02/06/20 ASK-054/ASK 19 R1 ASK -19 R1 1AB23E-A3.13E-A3.11E-A3.11E-A3.1E-A2.1E-A2.11817E-A2.1192E-A3.12E-A3.1NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM ASK-04823ASK-0483ASK-0484ASK-0484ASK-048E-A4.150" INSULATION1" INSULATION2" INSULATION3" INSULATION4" INSULATION5" INSULATION6" INSULATION7" INSULATION8" INSULATION3' - 7"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 7"1' - 7"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"3' - 7"3' - 7" 1' - 10" 1' - 10" 1' - 10" 1' - 10" 1' - 10" 1' - 10"1' - 10" 1' - 10" 1' - 10" 1' - 10" 1' - 10" 1' - 10" 3' - 7"TAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"E-A1.2BUILDING EPLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"E-A1.21BLDG E -ROOF PLANABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPNo. Description Date3 Permit Set 2/26/1924 ASK-055 02/06/2025 ASK-055R1 03/09/2026 ASK-055R2 03/20/20ASK055r2(03/09/2020)(REVISED 03/20/20) BLDG E - LEVEL 1 42' - 10 7/8" BLDG E - ROOF 65' - 4 7/8" BLDG E - LEVEL 2 53' - 6 7/8" MAIN ENTRY TO LEASING OFFICE GRADE NEW WINDOW IN EXISTING MASONRY OPENING TYP. BLDG E - LEVEL 1 42' - 10 7/8" BLDG E - ROOF 65' - 4 7/8" BLDG E - LEVEL 2 53' - 6 7/8" NEW LOW SLOPED ROOFING SYSTEM NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM CLEAN AND REPOINT 100% OF THE MASONRY BELOW THE WINDOW SILLS, BUDGET 5% FOR NEW BRICK PART OF BUILDING D ACCESSIBLE ENTRY TO COMMUNITY ROOM GRADE NEW WINDOW IN EXISTING OPENING,TYP. NEW ROOF,SIDING & TRIM BLDG E - LEVEL 1 42' - 10 7/8" 1 BLDG E - ROOF 65' - 4 7/8" 2 BLDG E - LEVEL 2 53' - 6 7/8" PART OF BUILDING D TYPICAL RESTORE ALL EXISTING STRUCTURAL TIE-BACKS EXPOSED TO VIEW (ROOF AND FLOORS ), SCRAPE TO BARE METAL, APPLY GALVANIZING PRIMER, APPLY 2 COATS OF OIL BASED ENAMEL RESTORE MASONRY OPENINGS BACK TO THEIR ORIGINAL SIZE TYPICAL REMOVE PAINT REMOVE CROSS-OVER UTILITY PIPE BETWEEN BLDG 'D' & 'E'REMOVE DOGHOUSE REBUILD PORTION OF EXTERIOR FACE BRICK BETWEEN WINDOWS STAIR TO UNITS E2 AND E3 GRADE NEW WINDOW IN EXISTING MASONRY OPENING TYP. BLDG E - LEVEL 1 42' - 10 7/8" A BLDG E - ROOF 65' - 4 7/8" B BLDG E - LEVEL 2 53' - 6 7/8" ENTRY TO COMMUNITY ROOM GRADE Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/8" = 1'-0" E-A2.1 BUILDING E ELEVATIONS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 1/8" = 1'-0"E-A2.1 19 BUILDING E - ELEVATION EAST 1/8" = 1'-0"E-A2.1 16 BUILDING E - ELEVATION NORTH 1/8" = 1'-0"E-A2.1 17 BUILDING E - ELEVATION SOUTH 1/8" = 1'-0"E-A2.1 18 BUILDING E - ELEVATION WEST BUILDING 'E' RENOVATION NOTES: 1. 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 A B D E C F G H J K L M NORTH SITE KEY PLAN 02/06/20 ASK-056 REMOVE ALL NON- STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELY REMOVE EXTERIOR DOOR. EXISTING EXTERIOR WINDOW TO BE REFURBISHED. REMOVE EXTERIOR DOOR. REMOVE EXISTING EXTERIOR DOORS. SEE SITE DEMOLITION PLAN FOR EXTERIOR STRUCTURE.DateDrawn byScaleREF:1/8" = 1'-0"12/20/2019 2:51:07 PMOXOBOXO LOFTS42 Pink Row Uncasville, CT 06382ASK2412/09/2019BLDG F -LEVEL 1 DEMO PLANTGF-D1.11/8" = 1'-0"ASK24 1 BUILDING F - LEVEL 1 DEMOLITION PLAN 1F-A3.11F-A3.1F-A2.222F-A2.114F-A3.14F-A3.1F-A2.2233F-A3.13F-A3.11F-A3.21F-A3.22F-A3.12F-A3.12F-A3.22F-A3.227' - 11"A-8AAA-8AAA-8AAD-5420' - 2"27' - 11 1/2"27' - 11"30' - 5"EXISTING FLOOR TO REMAINSEE MEP DRAWINGS FOR LOCATION OF EQUIPMENTNEW RAISED FLOORD-53A-8AAScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"F-A1.1BUILDING F PLAN-LEVEL 1DakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"F-A1.12BUILDING F - LEVEL ONE, ENLARGED PLANNo. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/196 Construction Set 6/11/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1978 ASK-105 04/16/20(04/16/20)ASK-105 1F-A3.11F-A3.1F-A2.12F-A2.222F-A2.114F-A3.14F-A3.1F-A2.2233F-A3.13F-A3.11F-A3.21F-A3.22F-A3.12F-A3.12F-A3.22F-A3.2A-7AA-7AA-7AOPEN TO BELOWA-7AScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"F-A1.2BUILDING F PLAN-LEVEL 2DakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"F-A1.21BUILDING F - LEVEL TWO, ENLARGED PLANNo. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/1910 Addendum 08 11/05/1979 ASK-106 04/16/20ASK-106(04/16/20) 1F-A3.11F-A3.1F-A2.12F-A2.222F-A2.114F-A3.14F-A3.1F-A2.2233F-A3.13F-A3.11F-A3.21F-A3.22F-A3.12F-A3.12F-A3.22F-A3.2NEW ROOF (SEE SHEET F-A1.4)D-1LD-1LD-1LD-1D-1D-1A-8AD-2D-2D-2D-2LOPEN TO BELOWNEW ROOF MEMBRANE AT MECHANICAL AREASLOPED SLABW9BEWD-2LD-66ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"F-A1.3BUILDING F PLAN-LEVEL 3DakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"F-A1.31BLDG F - LEVEL 3No. Description Date3 Permit Set 2/26/198 Addendum 06 7/15/1910 Addendum 08 11/05/1965 ASK-099 03/20/2066 ASK-099R1 04/13/20ASK-099R1(03/20/20)(revised 04/13/20) F-A2.120F-A2.222F-A2.121F-A2.223OPEN TO BELOW (SEE SHEET FA1.3)SLOPESLOPESLOPENEW MEMBRANE ROOF SYSTEM OVER EXISTING ROOF DECKNEW MEMBRANE ROOF SYSTEM OVER EXISTING ROOF DECKNEW PARAPET COPING AT EXISTING PARAPET WALLNEW ALUMINIUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW -GRADE PERIMETER DRAINAGE SYSTEMScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"F-A1.4BUILDING FROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"F-A1.41BLDG F - ROOF PLANASK-025R212/09/19(REV 03/09/20)(REV 03/20/20)No. Description Date3 Permit Set 2/26/1918 ASK-025 12/20/1919 ASK-025R1 03/09/2020 ASK-025R2 03/20/20 BLDG F - LEVEL 127' - 10 7/8"NEW LOW SLOPED ROOFING SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMNEW PREFIN ALUM COUNTER FLASHING.EXISTING MASONRY PARAPET WALL BEYOND.NEW LOW SLOPED ROOFING SYSTEMNEW WINDOWS TO MATCH EXISTING IN EXISTING FRAMED OPENINGS.100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"BLDG F - LEVEL 352' - 6 1/2"GRADENEW WINDOW TO MATCH EXISTING IN EXISTING MASONRY OPENING, TYPICAL.NEW WINDOWS TO MATCH EXISTING AT COOLING TOWER ENCLOSURE.NEW PAINTED WOOD ACCESS DOOR AT COOLING TOWER ENCLOSURE IN EXISTING FRAMED OPENING.NEW ROOF SCUPPER OPENINGS AT COOLING TOWER ENCLOSURE.NEW MECHANICAL COOLING TOWER BEYOND.BLDG F - LEVEL 127' - 10 7/8"4F-A3.14F-A3.1REPLACE EXISTING COPING W/ NEW ARCHITECTURAL PRECAST COPING OVER NEW S.S. THROUGH WALL FLASHING EXISTING PAINT TO REMAIN3F-A3.13F-A3.11F-A3.21F-A3.2100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"BLDG F - LEVEL 352' - 6 1/2"GRADENEW WINDOW T.M.E.,IN EXISTING MASONRY OPENING,TYP.ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"F-A2.1BUILDING FELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"F-A2.12BUILDING F - NORTH ELEVATION1/4" = 1'-0"F-A2.11BUILDING F - SOUTH ELEVATIONBUILDING 'F' RENOVATION NOTES:1. REPOINT MASONRY & STONE PERIMETER (BUDGET 20% NEW BRICK 50% REPOINT)2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ABDECFGHJKLMNORTHSITE KEY PLANASK-068R102/06/20(REVISED 04/13/20)No. Description Date3 Permit Set 2/26/1910 Addendum 08 11/05/1934 ASK-068 02/06/2035 ASK-068R1 04/13/20 BLDG F - LEVEL 127' - 10 7/8"BLDG F LOW ROOF50' - 9 7/8"1F-A3.11F-A3.1BLDG F LEVEL 241' - 2 7/8"REPLACE EXISTING COPING W/ NEW ARCHITECTURAL PRECAST COPING OVER NEW S.S. THROUGH WALL FLASHING REPLACE BRICK THIS AREA2F-A3.12F-A3.12F-A3.22F-A3.2INSTALL 1/2" WIDE SAWCUT VERTICAL CONTROL JOINT W/ BACKER ROD & SEALANT NEW WINDOW T.M.E., IN EXISTING MASONRY OPENING,TYP.100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"BLDG F - LEVEL 352' - 6 1/2"GRADEBLDG F PLATFORM LEVEL30'-5"30'-0"626262BLDG F - LEVEL 127' - 10 7/8"BLDG F LOW ROOF50' - 9 7/8"BLDG F LEVEL 241' - 2 7/8"INSTALL 1/2" WIDE SAWCUT VERTICAL CONTROL JOINT W/ BACKER ROD & SEALANT REMOVE EXISTING CMU BLDG ADJACENT TO BLDG 'F'COORDINATE RETAINING WALL W/ STRUC DWGS2F-A3.12F-A3.12F-A3.22F-A3.2REPLACE EXISTING COPING W/ NEWARCHITECTURAL PRECAST COPING OVER NEW S.S. THROUGH WALL FLASHING.NEW WINDOW T.M.E., IN EXISTING MASONRY OPENING,TYP.100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"REPLACE DAMAGED BRICK THESE AREAS.BLDG F - LEVEL 352' - 6 1/2"GRADEBLDG F PLATFORM LEVEL30'-5"8' - 8"8' - 8"3' - 9"7' - 0"NEW WINDOW IN EXISTING BLOCKED UP OPENING.626263ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"F-A2.2BUILDING FELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"F-A2.222BUILDING F - WEST ELEVATION1/4" = 1'-0"F-A2.223BUILDING F - EAST ELEVATIONABDECFGHJKLMNORTHSITE KEY PLANBUILDING 'F' RENOVATION NOTES:1. REPOINT MASONRY & STONE PERIMETER (BUDGET 20% NEW BRICK 50% REPOINT)2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ASK-091R103/11/20(REVISED 04/16/20)No. Description Date3 Permit Set 2/26/1962 ASK-091 03/11/2063 ASK-091R1 04/16/20 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 &'6HW6 *$*$%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. 'HVFULSWLRQ (;,67,1*%5,&.:$//(% (;,67,1*%5,&.:$//(& (;,67,1*&21&5(7(:$//(6 (;,67,1*6721(:$//(: (;,67,1*:22':$//: 81,76(3$5$7,21:$//: &255,'25:$//: 67$,5:(//:$//: &08:$//:$ &08:$//: 678'121$&2867,&,17(5,253$57,7,21:$ 678'$&2867,&,17(5,253$57,7,21: 678'$&2867,&,17(5,253$57,7,21:$ 678'121$&2867,&,17(5,253$57,7,21: )855,1*:$//:$ )855,1*:$//:% )855,1*:$//:& %($5,1*:$//:' 6+$)7:$//:% )855,1*:$//: (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83:$ (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83:% (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83: (;7(5,25%2$5'$1'%$77(1:$//:,7+678'%$&.83: ,1),//%5,&.:$//: (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.831R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 10G-A3.410G-A3.4UNIT G-5(2 BEDROOM)UNIT G-6(1 BEDROOM)UNIT G-7(1 BEDROOM)G-A2.1311G-A3.411G-A3.43G-A3.13G-A3.11G-A3.11G-A3.1E-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATW232G-A3.12G-A3.1UNIT G-4(1 BEDROOM)UNIT G-3(1 BEDROOM)D-55D-2D-2D-2D-2D-4CD-3D-4BD-4AD-4AD-9AD-3D-4CD-2D-1D-3D-3D-1D-1D-4BD-2D-4BD-2D-3D-1D-2D-1D-2D-26' - 10"4"2' - 1"4"3' - 5"4"5' - 1"6"6"10' - 1"4"6' - 4"4"2' - 1"4"9' - 10"6"9' - 11"4"2' - 1"4"6' - 0"4"10' - 1"6"10' - 2"4"9' - 10"4"2' - 1"4"5' - 9"4"10' - 8"10' - 1"4"6' - 0"4"2' - 1"4"9' - 10"7"6' - 9"6"3' - 1"4"9' - 2"4"9' - 2"15' - 10"4"2' - 2"4"2' - 4"4"7' - 6"6"7' - 5"4"2' - 4"0"4"2' - 2"4"16' - 1"6"6' - 9"6"2' - 0"6"10' - 1"4"9' - 1"7' - 9" 2' - 0" 4" 9' - 0"4"2' - 5"4"5' - 6"4"14' - 7" 4' - 0" 4" 4' - 1" 4" 9" 4" 1' - 4" 4" 6' - 2"6"3' - 11"5' - 11"2' - 6"6' - 7"5' - 5" 9' - 0"4"4' - 5"4" 3' - 7"6"6' - 3"3' - 7"4" 2' - 3" 4" 2' - 5" 4" 4' - 3" 4" 4' - 2" 9' - 8"4"1' - 5" 4" 5' - 1" 1' - 1" 6"5' - 9"6" 3' - 7"4" 4' - 5"4"9' - 0" 4' - 0"4"4' - 3"4"2' - 5"4"2' - 3"4"3' - 7"6"5' - 9"6"1' - 1"5' - 1"4"1' - 5"4"8"4"4' - 1"4"4' - 0"W5W5W5W1W1W1W1W1W5W5AW5AW5W1W1W5W5W5W5W1W5AW5AW5AW5AW1W1W5AW5AW5AW5W5W5W5W5W1W1W1W1W5AW5AW5AW5W5W5W5W5W1W5W5W5W5W5W5AW5AW5AW5AW1W5AW5AW5W1W1W1W1W1W1W7AW7AW7AW7AW7AW7AW7AW7AW7AW5W5AW5AW5AD-2D-2D-4CD-2KITCHEN(TYPE -23)KITCHEN(TYPE -24)D-5D-5D-5AD-5TOILET(TYPE -26)TOILET(TYPE -24)KITCHEN(TYPE -23)TOILET(TYPE -24)TOILET(TYPE -25)KITCHEN(TYPE -24)TOILET(TYPE -25)STORAGE CLOSETH-2AE-1ACTW1CLOSETCLOSETCLOSETCORRIDORBEDROOM 1BEDROOM 1COATCLOSETLINENCLOSETBEDROOMLIN.CLOS.CLOSETCOATCLOS.COATCLOS.LIN.CLOS.BEDROOMCLOSETCOATCLOSETCOATCLOS.LINENCLOS.CLOSETLINENCLOS.CLOSET7' - 11 1/4"1' - 11 5/8"W5A30' - 5"30' - 5"10MECH10MECH10MECHW5W5W5W510MECH6"7' - 8"4"2' - 1"4"2' - 2"4"14' - 0"2' - 2"6"2' - 2"14' - 3"4"2' - 2"4"2' - 2"4"7' - 7"6"7' - 9"4"10' - 11"104" 1' - 5" 4"10101010101010F35ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"G-A1.1BUILDING GLEVEL 1 PART ADakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP1/4" = 1'-0"G-A1.11BUILDING G - LEVEL ONE, ENLARGED PLAN (PART A)MATCH LINE -SEE SHEET G-A1.2NEW 1 1/2" BRICK INFILLAT EXISTING HIGH WINDOW OPENING NEW WINDOW IN EXISTING REVISEDOPENING WITH NEW GRANITE WINDOWSILL AND BRICK INFILL BELOWNo. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/19MATCH LINE -SEE SHEET G-A1.2 BUILDING H(SEE SHEET HJK-A1.1)30' - 5"30' - 5"UNIT G-1(2 BEDROOM)UNIT G-8(1 BEDROOM)UNIT G-9(1 BEDROOM)W1W1W1W13G-A3.13G-A3.11G-A3.11G-A3.1HJ-A6.124E-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-1ATE-3ATRANSOM WINDOW BOVEW22G-A3.12G-A3.1UNIT G-2(1 BEDROOM)UNIT G-3(1 BEDROOM)30' - 5"30' - 5"30' - 5"D-3D-2D-4CD-2D-3D-4CD-2D-1D-1D-4AD-2D-2D-1D-5AD-1D-3D-4CD-2D-2D-2B4' - 0"4"4' - 1"4"2' - 5"4" 2' - 3"4" 3' - 7"6"5' - 9"6"7' - 7"4" 9' - 10" 10' - 1"8' - 1 1/4"6' - 3"3' - 11 1/4"2' - 7 1/8"2' - 5"4"4' - 5 3/4"4' - 0" 4' - 0" 4" 4' - 1" 4" 2' - 5" 4" 2' - 3"4"3' - 7" 6" 5' - 9"6" 1' - 10" 4' - 4"4"5' - 0"4"5' - 9"11' - 11"4"2' - 2"4"15' - 11"6"16' - 2"4"2' - 2"4"10' - 2"6"1' - 9"2' - 9"4' - 11"4"2' - 1"4"2' - 2"4"3' - 3"4"2' - 1"4"9' - 11"6"9' - 10"4"2' - 1"4"3' - 7"4"2' - 2"4"2' - 1"4"7' - 8"10' - 3 1/8"2' - 4 3/4"6' - 3 3/4"10' - 7 1/4"10' - 1 5/8"2' - 4 3/4"16' - 5"2' - 6"10' - 7"12' - 6"D-24' - 5 3/4"12' - 1 1/8"1' - 0 3/8"8' - 1 3/8"2' - 6 1/4"2' - 6 1/4"12' - 0 3/4"11' - 0 1/8"4' - 6 7/8"3' - 11 3/8"6' - 5 1/2"6' - 2 7/8"W1W5W5W1W5W5W5AW5AW5AW1W1W5AW5AW5W5W5W5W5W1W5AW5W1W1W1W5AW5AW5AW5AW5W5W5W5W1W5W5W5W5W5W5AW5AW5W5AW5W5W5W5W1W1W1W5AW1W1W1BOILER ROOMSPRINKLER ROOMW1W7AW7AW7AW7AW7AW7AW7AW7AW7AW5AD-3D-9D-9D-4D-4D-4AKITCHEN(TYPE -25)TOILET(TYPE -24)KITCHEN(TYPE -23)TOILET(TYPE -24)TOILET(TYPE -27)TOILET(TYPE -25)KITCHEN(TYPE -24)KITCHEN(TYPE -23)D-5D-5D-5NEW WINDOW IN REVISED WINDOW OPENINGE-1AAE-1AABEDROOMCLOSETCOATCLOS.LIN.CLOS.2' - 2"2' - 2"COATCLOSETLIN.CLOS.CLOSETBEDROOMBEDROOMBEDROOMBEDROOMCLOSETCLOSETWALK-INCLOSETY1WALK-INCLOSETCLOSETCOATCLOSETLINENCLOSET30' - 5"30' - 5"4" 1' - 5" 4"MECH10MECH.1' - 5"4"10102X112X11MECH2' - 2"2' - 1"1' - 5"10F3510F3510F3510F35ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"G-A1.2BUILDING GLEVEL 1 PART BDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063ABDECFGHJKLMNORTHSITE KEY PLANMARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP1/4" = 1'-0"G-A1.21BUILIDING G - LEVEL ONE, ENLARGED PLAN (PART B)MATCH LINE -SEE SHEET G-A1.1No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/19MATCH LINE -SEE SHEET G-A1.1M AT C H L INE -SEE S H EET HJ-A1 .1 M AT CH L INE -SEE S H EET HJ-A1 .1 G-A2.1G-A2.12G-A2.113NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEM ROOF DIVERTER OVER DOORWAYNEW LOW -SLOPE ROOF SYSTEMOVER EXISTING ROOF DECKSLOPESLOPEG-A4.16G-A4.150" INSULATION1" INSULATION2" INSULATION3" INSULATION4" INSULATION5" INSULATION6" INSULATION7" INSULATION8" INSULATION5' - 3"2' - 7"2' - 7"2' - 7"2' - 7"2' - 7"2' - 7"2' - 7"5' - 3"2' - 7"2' - 7"2' - 7"2' - 7"2' - 7"2' - 7" 2' - 5"5' - 3"2' - 7"2' - 7"2' - 7"2' - 7"2' - 7"2' - 7"TAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"G-A1.3BUILDING GROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/8" = 1'-0"G-A1.31BLDG G - ROOF PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/1938 ASK-083 03/09/2039 ASK-083R1 03/20/20ASK083R1(03/09/2020)(REVISED 03/20/20) BLDG G - LEVEL 1 EXIST26' - 5 3/8"NEW LOW SLOPED ROOFING SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMFACE OF BLDG 'H'CONNECTOR TO EXISTING BLDG 'F'TYPICAL REPLACE 30% OF THE EXISTING WOOD OUTRIGGERSBLDG G - LEVEL 1 NEW30' - 5"CORRIDOR TOUNITS G-1 TO G-9NEW WINDOW WITH TEMPERED GLAZING AT LOWER PANESNEW BRICK INFILL ATEXISTING WINDOW OPENINGNEW EXIT DOOR IN REVISED WINDOW OPENINGNEW WINDOW WITH GRANITE SILLAND BRICK BELOW IN REVISEDDOOR OPENINGTYPICAL NO BRICK, NEW TIMBER FILL BELOW ARCHES100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10BLDG G - LEVEL 1 EXIST26' - 5 3/8"TYPICAL REPLACE & REPLACE 30% OF THE EXISTING WOOD OUTRIGGERSBLDG G - LEVEL 1 NEW30' - 5"NEW WINDOW WITH TEMPERED GLAZING AT LOWER PANESNEW WINDOW IN ENLARGED WINDOW OPENING100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10BLDG G - LEVEL 1 EXIST26' - 5 3/8"BLDG G - LEVEL 1 NEW30' - 5"NEW WINDOW WITH TEMPERED GLAZING AT LOWER PANESNEW WINDOW, GRANITE WINDOW SILL AND BRICK INFILL AT EXISTING DOOR OPENING100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"NEW BRICK INFILL AT EXISTING MASONRY OPEING.10ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"G-A2.1BUILDING GELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/8" = 1'-0"G-A2.13BUILDING G - ELEVATION NORTH1/8" = 1'-0"G-A2.11BUILDING G - ELEVATION SOUTH1/8" = 1'-0"G-A2.12BUILDING G - ELEVATION WESTBUILDING 'G' RENOVATION NOTES:1. REPOINT MASONRY 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 ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/194 Addendum 03 4/12/196 Construction Set 6/11/198 Addendum 06 7/15/1910 Addendum 08 11/05/19 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($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029($//(;7(5,25'2255(029($//(;7(5,25:,1'2:6$77+,6/(9(/5(029($//(;7(5,25'2255(029(/2)76758&785($%29('(02/,6+,17(5,250$6215<:$//%8,/',1*-%8,/',1*+5(029(3257,212)0$6215<$1'5(68332576((6758&785$/'5$:,1* 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&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 &'6HW6 +-$+-$+-$+-$+-$+-$+-$+-$+-$+-$+-$+-$ %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. 'HVFULSWLRQ (;,67,1*%5,&.:$//(% (;,67,1*%5,&.:$//(& (;,67,1*&21&5(7(:$//(6 (;,67,1*6721(:$//(: (;,67,1*:22':$//: 81,76(3$5$7,21:$//: &255,'25:$//: 67$,5:(//:$//: &08:$//:$ &08:$//: 678'121$&2867,&,17(5,253$57,7,21:$ 678'$&2867,&,17(5,253$57,7,21: 678'$&2867,&,17(5,253$57,7,21:$ 678'121$&2867,&,17(5,253$57,7,21: )855,1*:$//:$ )855,1*:$//:% )855,1*:$//:& %($5,1*:$//:' 6+$)7:$//:% )855,1*:$//: (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83:$ (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83:% (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83: (;7(5,25%2$5'$1'%$77(1:$//:,7+678'%$&.83: ,1),//%5,&.:$//: (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83 +-.3%8,/',1*6+- /(9(/21($%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 BUILDING HBUILDING JUNIT H-1(1 BEDROOM)UNIT H-2(2 BEDROOM)30' - 5"METERROOMLAUNDRYROOMBOILER AND SPRINKLERROOMJANITORMAILBOXESLOBBYW1W1W1W1W1W5W1W1W1W1W1W1W1W134' - 3 7/8"13' - 8"1' - 0"26' - 3"6"1' - 11"6"6"1' - 4"16' - 5"6"13' - 7"1' - 0"4' - 9"4"9' - 3"4"1' - 6"3' - 5"4"9' - 10"6"12' - 4" 6"6' - 4" 6"12' - 8" 6"9' - 10" 4"1' - 8" 4" 6' - 5"4" 8' - 8"6"REFER TO BUILDING G FOR DIMENSION6"9' - 10"4"12' - 6"4"2' - 1"4"4' - 5"6"6"9' - 7"4"6' - 3"4"3' - 1"6"6' - 3"6"8' - 6"6"12' - 6"11' - 0"6" 14' - 6" 6"5' - 9" 6"6' - 7" 6"10' - 7"10' - 7"4"2' - 1"4"5' - 1"1' - 1"6"6' - 3"6"7' - 7"4" 2' - 5"4" 9' - 10"6"6' - 4"6" 12' - 1" 2' - 4"2' - 1"4"2' - 1"4"5' - 0"6"REFER TO BUILDING J FOR DIMENSIONREFER TO BUILDING J FOR DIMENSION6' - 2 3/8"6"7' - 1"6"4' - 5"2HJ-A3.12HJ-A3.11HJ-A3.11HJ-A3.1D-2AD-2D-1D-2D-3DD-2D-4D-9D-9D-4D-1D-1D-2E-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1ATE-3AE-3AE-1AA8W1W1W1W1W1W5W5W5W5W1W5W5W7AW7AW5W5W5W5W5W53HJ-A3.13HJ-A3.11.G-A3.11.G-A3.14G-A3.14G-A3.1D-4D-2BD-4CD-2D-2D-4D-2D-2D-1D-5AD-4ABATHROOM(TYPE 31)D-2BKITCHEN(TYPE 27)BATHROOM(TYPE 32)KITCHEN(TYPE 26)NEW STRUCTURAL STEEL LINTEL ATNEW OPENING IN EXISTING MASONRY WALLMAILBOXES TRANSOM WINDOW ABOVEW5 Y1W1W5W7AW1W1D-3BEDROOM 1COAT CLOSETLIN.CLOS.W5CLOSETBEDROOM 230' - 5"D-4CW2W5W1F3530' - 5"30' - 5"30' - 5"H.C. ACCESSIBLE WASHER5A6.3BEDROOMLINEN CLOSETMECHCLOSETD-2AD-56"7' - 0" 8' - 3"4"5"4" 1' - 5" 1' - 3" 2' - 1"4"6' - 2"6" 11' - 9"4"2' - 4"4"5' - 0"11"6"6' - 2"D-5AMECH.D-56D-63ASK-008R13ASK-008R12F35D-1WDWDDDWWH.C. ACCESSIBLE DRYERASK46ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"HJ-A1.1BUILDING HPLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063MARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"HJ-A1.11BUILDING H - LEVEL ONE, ENLARGED PLANABDECFGHJKLMNORTHSITE KEY PLANMATCH LI N E TO S H EET G A1.2 M AT C H LINE TO SHEE T G A1.2 MATCH LINE TO SHEET K A1.1MATCH LINE TO SHEET K A1.1M ATC H L INE TO SHEET HJ -A1.3 ASK-046R102/06/20(REVISED 3/12/20)No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/194 Addendum 03 4/12/196 Construction Set 6/11/198 Addendum 06 7/15/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1921 ASK-046 02/06/2022 ASK-046R1 03/12/20 UNIT J-7(1 BEDROOM)UNIT J-6(2 BEDROOM)UNIT J-5(2 BEDROOM)UNIT J-4(1 BEDROOM)UNIT J-3(2 BEDROOM)UNIT J-2(2 BEDROOM)30' - 5"W1W1W5W5W1W5W5W1W5W5W1W5W1W1W1W5W5W1W5W5W5W7AW58' - 0"2' - 6 1/2"2' - 7" 11' - 2" 4"2' - 1" 4" 5' - 1" 1' - 1" 6"11' - 4"4"5' - 4"4"3' - 1"4"7' - 4"2' - 9"6"2' - 10"7' - 4"4"5' - 4"4"2' - 1"4"9' - 1"4"10' - 1"6"1' - 10 1/8"2' - 9"7' - 4"4"12' - 0"4"3' - 2"4"12' - 0"4"2' - 9"2' - 3"4"4' - 10"6"4' - 8"4"2' - 4"2' - 9"4"12' - 0"4"4' - 9"6"4' - 6"4"1' - 4"4"3' - 6"12' - 0"4"2' - 1" 4"5' - 1"1' - 1" 6"6"7' - 3"6"10' - 1"4"27' - 10"4"10' - 2"6"10' - 1"4"27' - 8"2' - 6"6"7' - 7"4" 12' - 11" 2' - 5"4" 15' - 7" 4"2' - 2" 11' - 11" 4"2' - 1" 4"5' - 1"1' - 1"6"6"6' - 2"4"3' - 6"1' - 1"6"2' - 6"4"5' - 1"4"4' - 8"6"4' - 10"4"5' - 0"4"27' - 10"4"2' - 1"4"7' - 8"11' - 11" 4" 2' - 1" 4"5' - 1"1' - 1" 6" 2' - 2"12' - 6"4"8' - 0"2' - 5"4"18' - 1"6"10' - 1"4"17' - 2"4"10' - 2"6"10' - 1"4"17' - 11"6"1' - 11"6"6' - 0"6"9' - 11"5' - 2"6"4' - 6"4"9' - 7"6"6' - 0"6"3HJ-A3.23HJ-A3.2D-2D-2D-2D-4AD-4AD-1D-3DD-2D-2AD-4D-2AD-2D-2D-4BD-3DD-3CD-1D-2AD-3DD-4AD-2AD-2AD-4D-1D-5AD-2D-4AD-2D-2AD-3D-1E-4AE-4AE-4AE-4AE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAH-2AH-2AD-4AD-4AW55' - 0"D-5AD-5A6"10' - 1"4"2' - 6"14' - 8"4"1' - 4"4"4' - 1"4"4' - 1"6"5' - 1"4"1' - 11"4"2' - 5"4"BATHROOM(TYPE 33)BATHROOM(TYPE 34)KITCHEN(TYPE 31)BATHROOM(TYPE 40)3' - 6"4"1' - 4"4"4' - 5"D-5AKITCHEN(TYPE 32)BATHROOM(TYPE 38)BATHROOM(TYPE 39)KITCHEN(TYPE 33)BATHROOM(TYPE 37)KITCHEN(TYPE 30)1HJ-A3.21HJ-A3.2W5W5W5W5W7AW1W1W5W5W5W5W5W5W5W7AW5W5W5W5W5W7AW5W5W1W1W5W5W5W5W7AW5W5W5W5W5W5W7AW5W5W5W5W5W1W1W5COAT CLOSETLINEN CLOSETCLOSETCLOSETBEDROOM 2BEDROOM 2WALK-INCLOSETCLOSETLIN.CLOS.BEDROOMCORRIDORCORRIDORD-57COATCLOS.COATCLOSETBEDROOM 1BEDROOM 1CLOSETCOATCLOSLIN.CLOS.CLOSETCLOSETBEDROOM 2BEDROOM 1COATCLOSLINENCLOSETCLOSET30' - 5"30' - 5"EQEQ10F3510EQEQ4"2' - 1"4"7' - 2"2' - 9"4"2' - 1"4"11' - 8"10F3510F35MECH.EQEQ1010ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"HJ-A1.2BUILDING J PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063MARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP1/4" = 1'-0"HJ-A1.21BUILDING J - LEVEL ONE, ENLARGED PLAN (PART B) M ATCH LI NE MATCH LI NE ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/19 UNIT H-2(2 BEDROOM)UNIT J-8(2 BEDROOM)UNIT J-7(1 BEDROOM)UNIT J-2(2 BEDROOM)UNIT J-1(2 BEDROOM)METERROOMW1W1W1W1W5W5W1W7AW5W5W1W1W1W5W5W112' - 0" 6"2' - 5"4"19' - 11"4"10' - 2"6"10' - 1"4"17' - 8"4"10' - 2"6"11' - 0"4"8' - 9"6" 12' - 5"4"2' - 1"4"4' - 11"6"8' - 2"4"11' - 6"4"2' - 1"4"5' - 5"4"10' - 1"6"12' - 0"4"4' - 1"4"6' - 0"4"10' - 1"1' - 0"10' - 10"4"2' - 1"6"2' - 1"4" 11' - 9"4"2' - 7"4"5' - 1"6"6' - 1"6"7' - 7"4"13' - 0"2' - 7"6"7' - 3"6"19' - 5"4"10' - 2"6"10' - 1"4"7' - 11"2' - 4"12' - 4"1' - 0"10' - 0"6"6"1' - 1" 5' - 1"4" 2' - 1"4"12' - 0" 4"2' - 1" 12' - 9"4" 7' - 10"6" 6' - 2"6"2' - 6"4"2' - 1"2' - 7"21' - 5"4HJ-A3.24HJ-A3.22HJ-A3.22HJ-A3.2HJ-A6.21HJ-A6.22D-2AD-1D-2AD-2AD-2AD-1D-3DD-5AD-4BD-2D-2D-2AD-1D-4AD-4AD-3DD-2AD-4AD-4AD-3BD-4AD-2D-1D-2D-1D-2D-3DD-2D-4D-3BD-14D-4E-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAE-1AAD-5A4"5' - 9"4"4' - 1"6"4' - 0"4"4' - 1"4"1' - 4"4"D-4A4"4' - 1"4"12' - 0"1' - 0"9' - 11"D-5ABATHROOMTYPE 32KITCHENTYPE 28KITCHENTYPE 29KITCHENTYPE 34KITCHENTYPE 35BATHROOMTYPE 35BATHROOMTYPE 361HJ-A3.21HJ-A3.2W1W1W5W5W5W7AW5W5W5W5W5W5W5W5W5W58W5W1W1W5W7AW5W5W5W5W1W1W58W5PARTITION TAGS ADDEDBEDROOM 2BEDROOM 1WALK-INCLOSETCOATCLOSETLINENCLOSETCLOSETCLOSETCLOSETCOATCLOSETCORRIDORCORRIDORCOATCLOSET4' - 0 1/2"4"4' - 0 1/2"4"1' - 4 1/4"4"2' - 5"4"2' - 0"4"5' - 1"MECHLIN.CLOS.CLOSETCLOSETCLOSETW5W5LINENCLOSETCOATCLOSETBEDROOM BEDROOM 2BEDROOM 1WALK-INCLOSETBEDROOM 1CLOSETD-4A30' - 5"EQEQMECHF3515' - 5" 4"5' - 1"6" 6' - 2"6"7' - 3"6"10' - 1"4"2' - 10"4"5' - 10"4"10' - 2"6"10' - 1"4"5' - 10"EQEQMECHScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWSKETCH NUMBERRFI REFERENCESHEET NUMBERDATE1/4" = 1'-0"HJ-A1.3BUILDING J PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor12/30/201916-063MARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"HJ-A1.31BUILDING J - LEVEL ONE, ENLARGED PLAN (PART A) MATCH LI N E M AT C H L INE ABDECFGHJKLMNORTHSITE KEY PLANASK-04401/21/20 NEW ALUM GUTTERS & DOWNSPOUTS, TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMSLOPESLOPES LOPE SLOPE LOW SLOPE ROOF SYSTEMON EXISTING ROOF DECKREMOVE EXISTING HATCH AND PROVIDE NEW FLUSH ROOF DECKNEW FLASHING ATEXISTING ROOF CURB26' - 2"S LOP E SLOPE HJ-A4.150" INSULATION1" INSULATION2" INSULATION3" INSULATION4" INSULATION5" INSULATION6" INSULATION7" INSULATION8" INSULATION5' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"3' - 1"3' - 1"5' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"5' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"TAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGT APE R ED W OOD BLO C K ING 5' - 11" 2' - 11" 2' - 11" 2' - 11" 2' - 11" 2' - 11" 2' - 11"5' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 10"5' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 9"TAPERED WOOD BLOCKINGTAP ERED W O OD B LOCKING TAPERE D WOO D BL OCKI N G ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT1/8" = 1'-0"HJ-A1.4BUILDING HJROOF PLANSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/8" = 1'-0"HJ-A1.42BLDG HJ - ROOF LEVELABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/1940 ASK-084 03/09/2041 ASK-084R1 03/20/20ASK084R1(03/09/2020)(REVISED 03/20/20) BLDG H LEVEL 1 EXIST26' - 10 3/8"BLDG HJ LEVEL 1 NEW30' - 5"LOBBY ENTRANCEBUILDING HBUILDING J100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10BLDG J LEVEL 1 EXIST26' - 5 3/8"BLDG HJ LEVEL 1 NEW30' - 5"NEW LOW SLOPED ROOFING SYSTEMNEW ALUM GUTTERS & DOWNSPOUTS , TIE INTO NEW BELOW-GRADE PERIMETER DRAINAGE SYSTEMTYPICAL FOR ALL EAVES OF BLDG 'J' REPLACE EXISTING FASCIA, STRIP LEAD BASED PAINT FROM EXISTING WOOD TRIM & REPLACE 10% OF EXISTING WOOD OUTRIGGERS THAT ARE ROTTEN OR MISSING PROVIDE STRUC REPAIR FOR SHEAR CRACK,COORD W/ STRUC EGR, REPLACE MASONRY AND REPOINT AS REQD INSTALL 1/2" WIDE SAWCUT VERTICAL CONTROL JOINT W/ BACKER ROD & SEALANT REPLACE BRICK ALONG FAULT LINE & REPOINTREPLACE 75% OF BRICK BELOW WINDOW SILLS IN THIS AREANEW GRADECORRIDOR TO UNITS J-1 TO J-8RESTORE EXISTING WINDOWNEW WINDOW IN REVISED DOOR OPENING WITH NEWGRANITE WINDOW SILL AND BRICK INFILLBUILDING HBUILDING JPROVIDE NEW CONCRETE SILL ATRAISED DOORWALL & WATERPROOFINGEXISTING GRADE100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10BLDG J LEVEL 1 EXIST26' - 5 3/8"BLDG HJ LEVEL 1 NEW30' - 5"REFER TO STRUC DWGS FOR REINFORCEMENT OF THE SOUTHEAST CORNER OF BLDG 'J' NEW GRADEEXISTING GRADEEXISTING WATERPROOFING100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10BLDG J LEVEL 1 EXIST26' - 5 3/8"BLDG HJ LEVEL 1 NEW30' - 5"PART OF BUILDING KTYPICAL FOR ALL EAVES OF BLDG 'J' REPLACE EXISTING FASCIA, STRIP LEAD BASED PAINT FROM EXISTING WOOD TRIM & REPLACE 10% OF EXISTING WOOD OUTRIGGERS THAT ARE ROTTEN OR MISSING REFER TO STRUC DWGS FOR REINFORCEMENT OF THE SOUTHEAST CORNER OF BLDG 'J' GRADE RESTORE EXISTING WINDOWEXISTING EXPOSED CONCRETE FOUNDATION 100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"10ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"HJ-A2.1BUILDING HJELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/8" = 1'-0"HJ-A2.127BUILDING H - ELEVATION NORTH1/8" = 1'-0"HJ-A2.128BUILDING J - ELEVATION NORTH1/8" = 1'-0"HJ-A2.130BUILDING J - ELEVATION EAST1/8" = 1'-0"HJ-A2.129BUILDING J - ELEVATION SOUTHBUILDING 'J' RENOVATION NOTES:1. REPOINT MASONRY 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 ABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/1910 Addendum 08 11/05/19 M-A2.141M-A2.1402JM-A1.12JM-A1.1E-1AE-1AE-2AE-2AE-2ANEW WOOD FRAMED FLOORBLDG M - LEVEL 1 EXIST29' - 7 7/8"BLDG J LEVEL 1 EXIST26' - 5 3/8"BLDG HJ LEVEL 1 NEW30' - 5"12' - 9"12' - 3"100 YEAR FLOOD27' - 10 3/4"500 YEAR FLOOD29' - 4 3/4"F31F02NEW WINDOW AND INFILL WALL AT EXISTING DOOR OPENING.7' - 0 1/2"8' - 6"7' - 0 1/2"7' - 0 1/2"8' - 6"5' - 10"BLDG M - LEVEL 1 NEW30' - 5"1010M-A2.141M-A2.140AAAAAEQEQEQ EQAAAALIGHT FIXTURES LOCATED CENTERED IN RAFTER BAYS TYPICALLYScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"JM-A1.1BUILDING JMBRIDGEDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-0631/4" = 1'-0"JM-A1.11BLDG JM BRIDGE - LEVEL 11/4" = 1'-0"JM-A1.12BUILDING JM - BRIDGE SECTION1/4" = 1'-0"JM-A1.13BLDG JM BRIDGE - CEILING PLANNo. Description Date3 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/1910 Addendum 08 11/05/19 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 &'6HW6 .$.$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$5. 'HVFULSWLRQ (;,67,1*%5,&.:$//(% (;,67,1*%5,&.:$//(& (;,67,1*&21&5(7(:$//(6 (;,67,1*6721(:$//(: (;,67,1*:22':$//: 81,76(3$5$7,21:$//: &255,'25:$//: 67$,5:(//:$//: &08:$//:$ &08:$//: 678'121$&2867,&,17(5,253$57,7,21:$ 678'$&2867,&,17(5,253$57,7,21: 678'$&2867,&,17(5,253$57,7,21:$ 678'121$&2867,&,17(5,253$57,7,21: )855,1*:$//:$ )855,1*:$//:% )855,1*:$//:& %($5,1*:$//:' 6+$)7:$//:% )855,1*:$//: (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83:$ (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83:% (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83: (;7(5,25%2$5'$1'%$77(1:$//:,7+678'%$&.83: ,1),//%5,&.:$//: (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.831R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 K-A2.1 31 2 HJ-A3.1 2 HJ-A3.1 1 K-A3.1 1 K-A3.1 2 K-A3.1 2 K-A3.1 3 HJ-A3.1 3 HJ-A3.1 3 K-A3.1 3 K-A3.1 E-3A E-3A E-3A E-3A E-3A E-3A E-3A E-3A E-3A E-3A E-3A E-3A E-3A D-4 D-4B D-4B D-2 D-2 D-2 D-2 D-5 D-3 D-1 D-1 D-26D-4A D-3 D-5A D-2A D-2 D-4A D-4A 6"3' - 8"6"10' - 9"4"20' - 5"6"10' - 3"4"17' - 11"4"10' - 0"UNIT K-2 (2 BEDROOM) UNIT K-4 (1 BEDROOM) UNIT K-1 (1 BEDROOM) UNIT K-3 (1 BEDROOM) TOILET TYPE 41 TOILET TYPE 43 TOILET TYPE 40 TOILET TYPE 42 KITCHEN TYPE 36 KITCHEN TYPE 37 KITCHEN TYPE 38 MATCH LINE TO M.A1.1 MATCH LINE TO M .A1 .2 MATCH LINE TO G.A1.2 MATCH LINE TO HJ.A1.1 M ATCH LINE TO HJ.A1.1 WINDOW ABOVE WINDOW ABOVE WINDOW ABOVE WINDOW ABOVE WINDOW ABOVE WINDOW ABOVE WINDOW ABOVE WINDOW ABOVE WINDOW ABOVE WINDOW ABOVE WINDOW ABOVE BEDROOM 1 CLOS. CLOS. LINEN CLOS. COAT CLOSET CLOSET BEDROOM 2 COAT CLOS.LIN. CLOS. BEDROOM CLOSET BEDROOM CLOS. CLOS. IDF CLOSET A-4F A-4F A-4F A-4F A-4I F-1 A-4F A-4F A-4F A-4F A-4F A-4F A-4I 12' - 8" 4"2' - 1"4"5' - 1" 1' - 1" 6" 6' - 3" 6" 19' - 6" 6" 6' - 3"6" 3' - 7"4" 17' - 8" 10' - 6" 4"2' - 1" 4"5' - 1"1' - 1"6"6' - 3"6" 5' - 2"6" 2' - 2"4" 13' - 5" 4"7' - 7" 6' - 10"4" 2' - 1"4" 4' - 3" 4" 1' - 10" 4" 3' - 1"6" 6' - 3"6" 4' - 1" 4"2' - 8" 4" 2' - 5" 4"11' - 5" 13' - 9" 5" 6" 1' - 6" 6"6' - 3"6"2' - 1" 4"12' - 5"10' - 7"6"6' - 10"4"3' - 8"6"1' - 1"5' - 1"4"2' - 1"4"5' - 6"4"5' - 6"6"2' - 2"6"7' - 5"6"10' - 1"4"2' - 1"4"5' - 2"4"1' - 4"4"4' - 0"4"4' - 0"18' - 7"4' - 3"59' - 4"10' - 5"6"5' - 7"4"5' - 8"6"6' - 2"4"2' - 1"4"4' - 11"4"8' - 1"6"5' - 2"4"1' - 11"4"2' - 5"4"5' - 2"4"2' - 6"4"8' - 1"6"8' - 8"2' - 6"D-5B WINDOW ABOVE WINDOW ABOVE LIN. CLOS. COAT CLOS. D-3D BEDROOM CLOS. MECH. LIN CLOS W5 W5 W5 W5 W5 W5 W1 W7AW7A D-1 W5 W5 W5 W1 W5 W5 W5 W1 W1 W1 W1 W1W1 W5 F35 W5 F35 2' - 2" W5 W5 W5 W5 W5 W6 W1 W1 W1 W1 W1W1 W1 W5 W7AW7A W5W5 W1 W1W1 W5 W5 W6 W5 W7AW7A W1 W5W5 W5 W5 W5 W1 W1 W5 W1 W1 W1 D-1 30' - 5" 30' - 5" W1 W1 4"2' - 5"4"MECH. MECH. D-2 D-5A D-3D KITCHEN TYPE 39W7A W5W5 W5 D-2A F35F35 D-4B F35 ASK-005 R1 2 ASK-005 R1 3 ASK-008 R1 3 ASK-008 R12 ASK-009 R1 2 ASK 081 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/4" = 1'-0" K-A1.1 BUILDING K - LEVEL 1 Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 02/06/20 16-063 1/4" = 1'-0"K-A1.1 1 BLDG K - LEVEL 1 NEW MARK Description 8 EXISTING BRICK WALL 13A EB EXISTING BRICK WALL EC EXISTING CONCRETE WALL ES EXISTING STONE WALL EW EXISTING WOOD WALL W1 UNIT SEPARATION WALL W2 EXISTING BRICK WALL W3 STAIRWELL WALL W4 8" CMU WALL W4A 6" CMU WALL W5 4" STUD NON-ACOUSTIC INTERIOR PARTITION W5A 4" STUD ACOUSTIC INTERIOR PARTITION W6 6" STUD ACOUSTIC INTERIOR PARTITION W6A 6" STUD NON-ACOUSTIC INTERIOR PARTITION W7 6" FURRING WALL W7A 4" FURRING WALL W7B 1 7/8" FURRING WALL W7C 6" BEARING WALL W7D 4" SHAFT WALL W8B 1-5/8" FURRING WALL W9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUP W9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUP W9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUP W10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP W13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP A B D E C F G H J K L M NORTH SITE KEY PLAN ASK-080 02/06/20 K-A2.131BUILDING G ROOFBUILDING H ROOFSLOPESLOPEBUILDING M ROOFBUILDING M ROOFNEW FLASHING OVER EXISTING ROOF CURBBUILDING WALL BELOWNEW SLOPE ROOF SYSTEMOVER EXISTING ROOF DECKASK-005R12K-A4.150 " I N SUL ATI ON 1 " I NS U LATI ON 2" I NSUL AT ION 3 " I N SUL ATION 4" I NSUL AT ION 5 " I N SUL ATI ON 6" INSULATION 7" INS U LATI ON 8 " I N S UL ATI ON 5' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"3' - 1"5' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"3' - 1"4' - 9"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0" TAPE RED W OOD BLOCKING TAPE RED W OOD BLOCKING TAPERED WOOD BLOCKINGScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"K-A1.2BUILDING K -ROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/4" = 1'-0"K-A1.22BLDG K - ROOF PLANABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/1942 ASK-085 03/09/2043 ASK-085R1 03/20/20ASK085R1(03/09/2020)(REVISED 03/20/20) BLDG K - LEVEL 1 EXIST 29' - 7 7/8" 2 K-A3.1 2 K-A3.1 STRUCTURAL ENGINEER TO EVALUATE INTERGRITY OF BRIDGE, STRUCTURAL DAMANGE DUE TO SCOURING FROM WATER COURSE AND PROVIDE ASSOCIATED DETAILS FOR RECTIFICATION NEW FLASHING OVER EXISTING ROOF CURB BRIDGE OVER OXOBOXO BROOK 3 K-A3.1 3 K-A3.1 100 YEAR FLOOD 27' - 10 3/4" 500 YEAR FLOOD 29' - 4 3/4" BLDG K - LEVEL 1 NEW 30' - 5" FACE OF BLDG 'H' FACE OF BLDG 'J' FACE OF BLDG 'M'GRADE GRADE NEW WINDOW T.M.E.,IN EXISTING MASONRY OPENING, TYP. CRAWL SPACE BASEMENT AREA OF NEW FILL IN CRAWL SPACE AND BASEMENT BEYOND BLDG K - LEVEL 1 EXIST 29' - 7 7/8" NEW LOW SLOPED ROOFING SYSTEM FACE OF BLDG 'G'FACE OF BLDG 'M'REMOVE WINDOW & BRICK-IN OPENING REPLACE DETERIORATED BRICK AROUND THIS CORNER NEW FLASHING OVER EXISTING ROOF CURB BRIDGE OVER OXOBOXO BROOK 100 YEAR FLOOD 27' - 10 3/4" 500 YEAR FLOOD 29' - 4 3/4" NEW WINDOW AT EXISTING DOOR OPENING BLDG K - LEVEL 1 NEW 30' - 5" NEW WINDOW T.M.E.,IN EXISTING MASONRY OPENING, TYP. GRADE BASEMENT CRAWL S.AREA OF NEW FILL IN BASEMENT BEYOND Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/8" = 1'-0" K-A2.1 BUILDING K ELEVATIONS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 02/06/20 16-063 1/8" = 1'-0"K-A2.1 32 BUILDING K - ELEVATION EAST 1/8" = 1'-0"K-A2.1 31 BUILDING K - ELEVATION WEST BUILDING '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. REPAINT A B D E C F G H J K L M NORTH SITE KEY PLAN STRUCTURAL ENGINEER TO EVALUATE INTERGRITY OF BRIDGE, STRUCTURAL DAMANGE DUE TO SCOURING FROM WATER COURSE AND PROVIDE ASSOCIATED DETAILS FOR RECTIFICATION 02/06/20 ASK-069 REMOVE ALL NON- STRUCTURAL INTERIOR PARTITIONS AND CEILINGS ENTIRELY REMOVE ALL WINDOWS AT BUILDING L. TRANSFORMER PEN AND CHAIN LINK FENCE. SEE SITE DEMOLITION PLAN. REMOVE EXTERIOR DOORS. REMOVE EXT. DOORS 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. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. LEGEND DEMOLISHED ELEMENT Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE As indicated L-D1.1 BUILDING L DEMO PLANS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 1/8" = 1'-0"L-D1.1 1 BLDG L - LEVEL 1 DEMOLITION PLAN A B D E C F G H J K L M NORTH SITE KEY PLAN 02/06/20 ASK-060 NEW ROOF MEMBRANE OVER EXISTING ROOF DECK (NO NEW INSULATION).1L-A3.11L-A3.12L-A3.12L-A3.1L-A2.133L-A2.135L-A2.134L-A2.136STORAGEA-90A-90A-90A-90D-58ASK-012R12ASK-012R13NEW WOOD STAIRS OVER EXISTING STONE STEPS TO REMAIN.NEW EXTERIOR WOOD DOOR IN EXISTING OPENING FIXED IN PLACE.D-65A-90ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"L-A1.1BUILDING L PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063MARK Description8 EXISTING BRICK WALL13AEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW13 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUP1/4" = 1'-0"L-A1.12BLDG L - LEVEL ROOFABDECFGHJKLMNORTHSITE KEY PLAN1/4" = 1'-0"L-A1.11BLDG L - LEVEL 1No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/1917 ASK-020 12/09/1946 ASK-086 03/09/2047 ASK-086R1 04/01/20ASK086R1(03/09/2020)(REVISED 4/1/20) BLDG H LEVEL 1 EXIST 26' - 10 3/8" BLDG L - LEVEL 1 29' - 7 7/8" BLDG M - LEVEL 1 NEW 30' - 5" NEW INFILL MASONRY BLDG H LEVEL 1 EXIST 26' - 10 3/8" BLDG L - LEVEL 1 29' - 7 7/8" EXISTING WOOD, STONE STEPS AND HANDRAILINGS TO REMAIN EL: 27'-0" BLDG M - LEVEL 1 NEW 30' - 5" BLDG H LEVEL 1 EXIST 26' - 10 3/8" BLDG L - LEVEL 1 29' - 7 7/8" INSTALL NEW MASONRY IN AREAS DAMAGED BY MORTARED OPENINGS 4' - 2 1/2"BLDG M - LEVEL 1 NEW 30' - 5" VENT 1X3 CONFIGURATED VENTILATED / INSULATED PAINTED WOOD ABOVE PAINTED WOOD EXISTING WOOD, STONE STEPS AND HANDRAILINGS TO REMAIN BLDG H LEVEL 1 EXIST 26' - 10 3/8" BLDG L - LEVEL 1 29' - 7 7/8" BLDG M - LEVEL 1 NEW 30' - 5" VENT 1X3 CONFIGURATED VENTILATED / INSULATED PAINTED WOOD ABOVE EXISTING WOOD, STONE STEPS AND HANDRAILINGS TO REMAIN L-A2.1 34 ASK-012 R1 3 Scale Date Drawn By Checked By Project Number UNCASVILLE, CT 42 PINK ROW SKETCH NUMBER RFI REFERENCE SHEET NUMBER DATE 1/8" = 1'-0" L-A2.1 BUILDING L ELEVATIONS Dakota Partners, Inc. OXOBOXO LOFTS Checker Author 01/23/2020 16-063 1/8" = 1'-0"L-A2.1 33 BLDG L - ELEVATION NORTH 1/8" = 1'-0"L-A2.1 34 BLDG L - ELEVATION SOUTH 1/8" = 1'-0"L-A2.1 36 BLDG L - ELEVATION EAST 1/8" = 1'-0"L-A2.1 35 BLDG L - ELEVATION WEST BUILDING 'L' 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. REPAINT A B D E C F G H J K L M NORTH SITE KEY PLAN 1/8" = 1'-0"L-A2.1 1 BLDG L - LEVEL 1 LANDSCAPE EXISTING WOOD STAIRS AND RAILINGS TO BE DEMOLISHED AREA OF DAMAGED MASONRY TO BE PATCHED AND REPAIRED 02/06/20 ASK-061 5(029($//1216758&785$/,17(5,253$57,7,216$1'&(,/,1*6(17,5(/<5(029($//(;7(5,25:,1'2:6$7%8,/',1*06((6,7('(02/,7,213/$1)25(;7(5,256758&785(65(029((;7(5,25'2255(029((;7(5,2567223$1'522)6((6,7('(02/,7,213/$1)25(;7(5,256758&785(66((6,7('(02/,7,213/$1)25(;7(5,256758&785(65(029($//:,1'2:6$70-&211(&7,1*%5,'*(5(029($//(;7(5,25:,1'2:6$7%8,/',1*05(029((;7(5,25'2256$1'67223 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&$69,//(&7$VLQGLFDWHG0'%8,/',1*0'(023/$16'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU 0'%8,/',1*0 /(9(/'(02/,7,213/$1$%'(&)*+-./01257+6,7(.(<3/$11R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 %8,/',1*0 81,70%('522081,70%('522081,70%('522081,70%('522081,70%('522081,70%('522081,70%('522081,70%('522081,70%('522081,70%('522081,70%('522081,70%('5220635,1./(55220::::$::::::::::::::::$:::::::::::::$::::::::::::::::::::::::::::::$::($($($($($($($($($($($($($($($($($($($($$($$($$($$($($($($($($($($($($($($($($($($($($($($-0$-0$ 0.3%8,/',1*0 /(9(/21(6FDOH'DWH'UDZQ%\&KHFNHG%\3URMHFW1XPEHU81&$69,//(&7 0.3%8,/',1*0.(<3/$1'DNRWD3DUWQHUV,QF2;2%2;2/2)76&KHFNHU$XWKRU0$5. 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'HVFULSWLRQ (;,67,1*%5,&.:$//(% (;,67,1*%5,&.:$//(& (;,67,1*&21&5(7(:$//(6 (;,67,1*6721(:$//(: (;,67,1*:22':$//: 81,76(3$5$7,21:$//: &255,'25:$//: 67$,5:(//:$//: &08:$//:$ &08:$//: 678'121$&2867,&,17(5,253$57,7,21:$ 678'$&2867,&,17(5,253$57,7,21: 678'$&2867,&,17(5,253$57,7,21:$ 678'121$&2867,&,17(5,253$57,7,21: )855,1*:$//:$ )855,1*:$//:% )855,1*:$//:& %($5,1*:$//:' 6+$)7:$//:% )855,1*:$//: (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83:$ (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83:% (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83: (;7(5,25%2$5'$1'%$77(1:$//:,7+678'%$&.83: ,1),//%5,&.:$//: (;7(5,25%5,&.9(1((5:$//:,7+678'%$&.83$%'(&)*+-./01257+6,7(.(<3/$10$7&+/,1 (0$7&+/,1 (1R 'HVFULSWLRQ 'DWH 3HUPLW6HW &'6HW6 31M-A3.11M-A3.13M-A3.23M-A3.24M-A3.24M-A3.22M-A3.12M-A3.1H-1AH-1AH-1AH-1AH-1AH-1AH-1AH-1AH-1AH-1AH-1AH-1AL-1AH-1AL-1AEB8EBW2H-1AH-1AL-1AH-1A2X112X1110ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"M-A1.2BUILDING MPLAN -LEVEL BDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063MARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPABDECFGHJKLMNORTHSITE KEY PLANMATCH LI NE MATCH LI N E MATCH LI NE M AT C H L INENo. Description Date3 Permit Set 2/26/1910 Addendum 08 11/05/19 34M-A3.24M-A3.22M-A3.12M-A3.12JM-A1.12JM-A1.1H-1AH-1AH-1AH-1AL-1AH-1AH-1AL-1AH-1AH-1AH-1AH-1AH-1AH-1AH-1AEB88EBEB1010ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"M-A1.3BUILDING MPLAN -LEVEL BDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063MATCH LI N E M ATCH LINEMARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/1910 Addendum 08 11/05/19 33M-A2.1393M-A3.23M-A3.2E-2AE-2AE-2AE-2AE-2AE-2AE-2AE-1AAE-1AAE-1AAE-1AAE-2AE-2AE-2AE-2AE-2AD-1D-3DD-2D-5D-4BD-3BD-4BD-3D-1D-5AD-2D-4BD-2D-2D-59D-4D-2D-3AD-2D-2D-1D-3DD-5BD-2D-4AD-2D-4AD-2BD-4BD-4BD-8UNIT M-1(1 BEDROOM)UNIT M-2(2 BEDROOM)UNIT M-6(2 BEDROOM)UNIT M-7(2 BEDROOM)BEDROOM 2BEDROOM 1CLOSETCLOSETCORRIDORCORRIDORCOATCLOSETCOATCLOSETCOATCLOSETLIN.CLOS.CLOSETBEDROOMCLOSETBEDROOMLINENCLOS.CORRIDORBEDROOMCLOSETCLOSETLIN.CLOS.COATCLOSETBEDROOM 2BEDROOM 1CLOSETCLOSETLINENCLOSETCOATCLOSETKITCHENTYPE 46TOILETTYPE 48KITCHENTYPE 46TOILETTYPE 48KITCHENTYPE 42TOILETTYPE 46TOILETTYPE 45KITCHENTYPE 41TRANSOM WINDOW ABOVED-16"4' - 5"6"18' - 5"4"10' - 3"6"25' - 5"4"2' - 1"4"12' - 1"6"2' - 10"6' - 11"4"10' - 10"4"2' - 1"4"10' - 3"6"2' - 9"6' - 10"4"15' - 6"4"2' - 1"4"5' - 7"6"6' - 0"6"7' - 8"4"11' - 11"4"3' - 1"4"7' - 4"2' - 9"6"2' - 10"7' - 4"4"10' - 8"4"3' - 7"4"6"2' - 2"4"1' - 10"6"18' - 5"4"10' - 1"6"10' - 2"4"6"12' - 10"6"5' - 1"6"4' - 3"4"9' - 8" 6"5' - 6" 6" 2' - 6"6"10' - 5" 4"10' - 4" 2' - 1"4" 10' - 10"4"2' - 1" 4"5' - 1" 1' - 2" 6"5' - 6"6"5' - 1" 11" 6"7' - 7" 4"9' - 7" 2' - 1"2' - 7"10' - 8" 4"2' - 1" 4" 4' - 1" 4"2' - 10" 4" 3' - 1" 6"5' - 6" 6" 1' - 2" 5' - 1" 4"2' - 1" 4" 10' - 10" 4" 7' - 8"6"5' - 6"6"5' - 1"11"6"7' - 7"4"5' - 6"6"3' - 7" 6' - 7"6"3' - 8"6"30' - 5"30' - 5"30' - 5"W5W1W1W1W1W1W1W1W1W1W5W5W5W5W5W5W5W6W5W1W7AW7AW5W5W5W5W5W5W5W1W1W1W1W5W5W5W6W7AW7AW1W1W1W12' - 8"W5W5W5W5W5W5W5W5W7AW7AW5W52' - 5"4"1' - 10"4"5' - 2"6"8' - 0"4"1' - 10"4"W7AW7AW5W5W5W5W5W5W5W5W52' - 8"MECH.W5W510106" 3' - 2"4"4' - 7"4"2' - 5"4"2' - 2"4"5' - 1" 4"4' - 11"MECH.W7AW7AW7A104" 2' - 5"4"4"2' - 1"W7AW7AW7A102X11ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"M-A1.4BUILDING MPLAN -LEVEL 1PART ADakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/191/4" = 1'-0"M-A1.41BLDG M - LEVEL 1 - PART A M ATC H L INE -SE E S H EET M -A1.5 MARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPABDECFGHJKLMNORTHSITE KEY PLANMATCH LI N E -S EE SHE E T M -A1.5 33M-A2.137M-A2.1381M-A3.11M-A3.14M-A3.24M-A3.2UNIT M-8(2 BEDROOM)UNIT M-9(2 BEDROOM)UNIT M-3(2 BEDROOM)UNIT M-10(2 BEDROOM)UNIT M-4(2 BEDROOM)TRANSOM WINDOW ABOVEKITCHENTYPE 47TOILETTYPE 49BEDROOM 1BEDROOM 2CLOSETCLOSETCOATCLOSETLINENCLOSETBEDROOM 1BEDROOM 2CLOSETCLOSETCOATCLOSETLINENCLOSETKITCHENTYPE 46TOILETTYPE 48KITCHENTYPE 47TOILETTYPE 49BEDROOM 1BEDROOM 2COATCLOSETLINENCLOSETCLOSETCLOSETKITCHENTYPE 44TOILETTYPE 47TOILETTYPE 46TOILETTYPE 45BEDROOM 1BEDROOM 2CLOSETCOATCLOSETLINENCLOS.CLOSETCLOSETLINENCLOS.BEDROOM 2COATCLOSETKITCHENTYPE 43BEDROOM 2CLOSETE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2AE-2A6"10' - 3"4"18' - 4"6"4' - 5"6"23' - 3"4"10' - 3"6"10' - 2"4"23' - 3"6"4' - 5"6"2' - 7"2' - 8"6"2' - 7"6"10' - 3"4"2' - 1"4"10' - 9"4"6' - 10"2' - 10"6"2' - 9"6' - 11"4"10' - 10"4"2' - 1"4"10' - 3"6"10' - 2"4"2' - 1"4"10' - 10"4"6' - 11"2' - 9"6"D-2D-3DD-1D-5BD-4AD-4AD-2D-4AD-4AD-2D-2D-5BD-3DD-1D-2D-2D-1D-3DD-5BD-2D-4AD-2D-4AD-2D-4AD-2D-3AD-4D-2D-2D-5D-4D-2D-5D-1D-3AD-4D-2D-24"2' - 1"6"6' - 3"6"11' - 5"6"8"4"2' - 1"6" 3' - 4" 6" 6' - 7"5"10"2' - 5"4" 6"10' - 8"4"2' - 1"4"10' - 7"10' - 7"4"2' - 1"4"5' - 1"1' - 5"6"5' - 6"6"24' - 0" 3' - 7"6"5' - 6"4" 7' - 7"6"11"5' - 1"6" 5' - 6"6" 2' - 2" 4"5' - 2"4" 11' - 10" 10' - 8" 4"2' - 1"4"4' - 1" 4" 2' - 10"4" 3' - 1"6" 5' - 6"6" 1' - 2" 5' - 1"4" 2' - 1" 4"10' - 10" 9' - 7"4" 7' - 7"6" 6' - 1" 6" 5' - 6" 6"7' - 8" 4"2' - 1" 4" 2' - 2" 3' - 1"4"2' - 10" 4"4' - 1"4" 2' - 1" 4" 10' - 8"W1W1W1W5W1W7AW7AW6W1W1W5W5W5W5W5W5W5W5W5W1W5W5W5W5W5W5W5W5W5W5W5W6W7AW7AW1W5W1W1W1W1W5W6W5W7AW7AW1W5W5W5W5W5W5W5W5W5W1W130' - 5"30' - 5"W1W1W5W1W5W5W5W5W5W7AW7AW5W5W5W5W1W5W5W7AW7AW5W5W5W1W5W1W1W5W5W5W5W5W7AW7AW5W5W5W5W1W5TRANSOM WINDOW ABOVED-2B10' - 11"4"2' - 1"4"9' - 10"4"10' - 2"6"9' - 7"4"28' - 2"4"9' - 11"6"6"MECH.10EQEQ4"2' - 1"4"4"2' - 5"104"2' - 5"4"4' - 11"4"5' - 0"6"4' - 11"4"4' - 11"4"2' - 5"4"MECH.10MECH.4" 2' - 1" 4"6"4' - 11"4"4' - 11"4"2' - 5"4"W7AW7AW7AW7AW7AW7A10MECH.W7AW7AW7A4"2' - 1"4"102X11ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"M-A1.5BUILDING MPLAN -LEVEL 1PART BDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor10/12/201816-063No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/191/4" = 1'-0"M-A1.51BLDG M - LEVEL 1 - PART BMARK Description8 EXISTING BRICK WALLEB EXISTING BRICK WALLEC EXISTING CONCRETE WALLES EXISTING STONE WALLEW EXISTING WOOD WALLW1 UNIT SEPARATION WALLW2 EXISTING BRICK WALLW3 STAIRWELL WALLW4 8" CMU WALLW4A 6" CMU WALLW5 4" STUD NON-ACOUSTIC INTERIOR PARTITIONW5A 4" STUD ACOUSTIC INTERIOR PARTITIONW6 6" STUD ACOUSTIC INTERIOR PARTITIONW6A 6" STUD NON-ACOUSTIC INTERIOR PARTITIONW7 6" FURRING WALLW7A 4" FURRING WALLW7B 1 7/8" FURRING WALLW7C 6" BEARING WALLW7D 4" SHAFT WALLW8B 1-5/8" FURRING WALLW9 EXTERIOR BRICK VENEER WALL WITH 6" STUD BACKUPW9A EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPW9B EXTERIOR BRICK VENEER WALL WITH 4" STUD BACKUPW10 EXTERIOR BOARD AND BATTEN WALL WITH 6" STUD BACKUPW12 EXTERIOR BRICK VENEER WALL WITH 8" STUD BACKUPABDECFGHJKLMNORTHSITE KEY PLANM ATC H L INE -SE E S H EET M -A1.4 MATCH LI N E -SE E SHEE T M-A1 .4 MATCH LINE -SE E SHEE T M-A1 .6 MATCH LINE -SE E S HEE T M-A1.6 335M-A3.25M-A3.2E-2AE-2AE-2AE-2AE-1AE-1AE-1AE-1AE-2AE-2AE-2AE-2AD-2D-4AD-3D-1D-2D-2D-4D-2D-1D-2D-3DD-8D-4D-59A6"10' - 2"4"2' - 7"15' - 3"4"1' - 8"4"8' - 2"6"10' - 11"6"10' - 2"4"10' - 0"4"2' - 1"4"5' - 0"4"7' - 4"2' - 10"6"10' - 11"11' - 1"6"9' - 8"4"2' - 7"4"5' - 7"4"6' - 10"2' - 10"6"4' - 9"6"5' - 11"6"2' - 6"16' - 0"4"1' - 10"4"7' - 6"6"UNIT M-5(2 BEDROOM)UNIT M-11(2 BEDROOM)SPRINKLER ROOMCLOSETCOATCLOSETKITCHENTYPE 45TOILETTYPE 45TOILETTYPE 49KITCHENTYPE 46BEDROOM 1WALK-INCLOSETBEDROOM 2LINENCLOSETCLOSETBEDROOM 1BEDROOM 2CLOSETCOATCLOSETD-5AD-414' - 6" 4"5' - 0" 6"5' - 6" 6" 15' - 1" 4" 2' - 1"6" 11"5' - 1"6" 5' - 6"6" 7' - 8" 4"11' - 10" 10' - 10" 4" 2' - 1" 4" 5' - 1" 1' - 3" 6" 5' - 6" 6"7' - 7" 4" 16' - 1" 1' - 9"4" 4"3' - 1" 6"3' - 6" 6"7' - 0"6"2' - 1"4"10' - 2"W1W5W5W5W6W7AW7AW5W1W5W5W5W5W1W1W1W1W1W1W5W5D-5LINENCLOS.W1W1W5W1W5W5W5W5W5W5W5W1W5W7AW7AW5W5W5W1W130' - 5"30' - 5"EQEQ11' - 5"4"7' - 10"2' - 4"8' - 4"4"9' - 8"6"MECHEQEQ4"2' - 1"4"4"2' - 5"W7AW7AW7AMECHScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/4" = 1'-0"M-A1.6BUILDING MPLAN -LEVEL 1PART CDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-063No. Description Date1 Addendum 01 2/1/193 Permit Set 2/26/196 Construction Set 6/11/198 Addendum 06 7/15/199 Permit ReviewComments8/05/1910 Addendum 08 11/05/1948 ASK-095 03/16/201/4" = 1'-0"M-A1.61BLDG M - LEVEL 1 - PART C MATCH LINE -SE E SHEE T M-A1.5 M ATCH LINE -SEE S HEET M -A1.5 ASK-004R103/16/20 NEW ALUM GUTTERS & DOWNSPOUTS, TO SPLASH BLOCKS 0" INSULATION1" INSULATION2" INSULATION3" INSULATION4" INSULATION5" INSULATION6" INSULATION7" INSULATION8" INSULATION6' - 2"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"3' - 3"6' - 2"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"2' - 10"6' - 2"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"6' - 2"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"3' - 1"TAPERED W OOD BLOCKING TAPERED WOOD BLOCKINGTAPERED WOOD BLOCKINGTAPE RED W OOD BLOCKING ScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROW1/8" = 1'-0"M-A1.7BUILDING MROOF PLANDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor3/9/2016-0631/8" = 1'-0"M-A1.72BLDG M - LEVEL 3 roofABDECFGHJKLMNORTHSITE KEY PLANNo. Description Date3 Permit Set 2/26/1945 ASK-087 03/09/2046 ASK-087R1 03/20/20ASK087R1(3/9/2020)(REVISED 03/20/20) J/M CONNECTOR29' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"NEW LOW SLOPED ROOFING SYSTEMTYPICAL FOR ALL EAVES OF BLDG 'M' REPLACE EXISTING FASCIA, STRIP LEAD BASED PAINT FROM EXISTING WOOD TRIM & REPLACE 75% OF EXISTING WOOD OUTRIGGERS THAT ARE ROTTEN OR MISSING REMOVE EXISTING PAINT FROM EXISTING BRICKNEW WINDOW T.M.E. IN EXISTING MASONRY OPENING,TYP.NEW WINDOW T.M.E., IN EXISTING MASONRY OPENING TYP.CORRIDOR ENTRANCE TO UNITS M1 THRU M11BLDG M - LEVEL 1 NEW30' - 5"GRADENEW FLOOD VENT IN EXISTING MASONRY OPENING,TYP.SECTION AT BLDG KSECTION AT J/M CONNECTORNEW ALUM GUTTERS DOWNSPOUTS TO SPLASH BLOCKSAREA OF EXIST. EQUIP. IN THE BASEMENT BEYONDAREA OF NEW FILL IN BASEMENT BEYOND J/M CONNECTOR29' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"NEW FLOOD VENT IN EXISTING MASONRY OPENING,TYP.NEW WINDOW T.M.E., IN EXISTING MASONRY OPENING,TYP.BLDG M - LEVEL 1 NEW30' - 5"GRADEAREA OF NEW FILL IN BASEMENT BEYOND J/M CONNECTOR29' - 7 7/8"BLDG M - LEVEL B22' - 4 7/8"BLDG H LEVEL 1 EXIST26' - 10 3/8"REMOVE WOODEN DOGHOUSECOORDINATE STRUC ASSESSMENT OF THIS EXISTING STRUCTURAL REPAIR WITH THE STRUCTURAL ENGRBLDG M - LEVEL 1 NEW30' - 5"NEW WINDOW T.M.E.,IN EXISTING MASONRY OPENING,TYP.GRADEAREA OF NEW FILL IN BASEMENT BEYOND J/M CONNECTOR29' - 7 7/8"FACE OF BLDG 'J'FACE OF BLDG 'M'BRIDGE OVER OXOBOXO BROOKGRADENEW WINDOW T.M.E.,IN EXISTING MASONRY OPENING,TYP.J/M CONNECTOR29' - 7 7/8"FACE OF BLDG 'J'BLDG 'M'J/M CONNECTORCORRIDOR ENTRANCE TO UNITS M1 THRU M11GRADEBRIDGE OVER OXOBOXO BROOKSEE PLANEXISTING DOOR TO BASEMENTAREA OF NEW FILL IN BASEMENT BEYONDScaleDateDrawn ByChecked ByProject NumberUNCASVILLE, CT42 PINK ROWSKETCH NUMBERRFI REFERENCESHEET NUMBERDATE1/8" = 1'-0"M-A2.1BUILDING MELEVATIONSDakotaPartners, Inc.OXOBOXOLOFTSCheckerAuthor02/06/2016-0631/8" = 1'-0"M-A2.137BUILDING M - ELEVATION NORTH1/8" = 1'-0"M-A2.138BUILDING M - ELEVATION SOUTH 11/8" = 1'-0"M-A2.139BUILDING M - ELEVATION WEST 11/8" = 1'-0"M-A2.140BUILDING J/M CONNECTOR- ELEVATION WEST1/8" = 1'-0"M-A2.141BUILDING M AND J/M CONNECTOR - ELEVATION EASTBUILDING 'M' & J/M CONNECTOR BLDG RENOVATION NOTES:1. REPOINT 5% BRICK PERIMETER 2. TYPICAL REMOVE ALL NONSTRUCTURAL APPURTENANCES ON EXTERIOR FACADE, INFILL EXPOSED OPGS WITH NEW MASONRY OR, IF LESS THAN 2"X2" NEW MORTAR ABDECFGHJKLMNORTHSITE KEY PLANASK-07002/06/20