HomeMy WebLinkAboutArchitectural DrawingsSTUDENT AND CAMPUS LIFE MULTIPLE DEFICIENCIES CODEREMEDIATION - PHASE 1A21 NORTHCROSS ROAD, ITHACA, NEW YORK 14850CORNELL UNIVERSITYITHACA, NY 14850CLARA DICKSON HALLSEALPRIME CONSULTANT59-61 Court Street Suite 300,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comSHEET NUMBER114475IBI PROJECT NO:CLIENT PROJECT NO:10689-1154DATE:2019-03-12STUDENT AND CAMPUS LIFE MULTIPLE
DEFICIENCIES CODE REMEDIATION - PHASE 1A
21 NORTHCROSS ROAD, ITHACA, NEW YORK 14850
CORNELL UNIVERSITY
CLARA DICKSON HALL ARCHITECT/ ENGINEER:CONSULTANTS:114475IBI PROJECT NO:IBI GROUPARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTS59-61 COURT STREET SUITE 300BINGHAMTON, NY 13901, USATEL: 607-772-0007, FAX: 607-723-4121ibigroup.comAERIAL PHOTO:DRAWING LISTLOCATION MAP:G000ARCHITECTURAL:CDH-A100 LEVEL 1 FLOOR PLANCDH-A101 LEVEL 2 FLOOR PLANCDH-A102 LEVEL 3 FLOOR PLANCDH-A103 LEVEL 4 FLOOR PLANCDH-A104 LEVEL 5 FLOOR PLANCDH-A300 ENLARGED STAIR PLANSCDH-A301 ENLARGED STAIR PLANSCDH-A302 STAIR DETAILS
ITHACA, NY 14850
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STAIR9STAIR8STAIR10STAIR1019STAIR1021VEST.1021DATE:ISSUESHEET TITLEPROJECT114475STUDENT AND CAMPUS LIFEMULTIPLE DEFICIENCIES CODEREMEDIATION - PHASE 1AISSUEISSUANCEDATESCALE:APPROVED BY:PROJECT MGR:IBI PROJECT NO:SHEET NUMBER21 NORTHCROSS ROAD, ITHACA, NEW YORK 14850BUILDING:CLIENTCOPYRIGHTISSUESCORNELLUNIVERSITYThis drawing has been prepared solely for the intended use, thus anyreproduction or distribution for any purpose other than authorized by IBI Group isforbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions onthe job, and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor general conformance before proceeding with fabrication.is a member of the IBI Group of companiesIBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTSKEYPLANCHECKED BY:DRAWN BY:SCALE CHECK CONSULTANTSSEAL10mm1 in CLIENT PROJECT NO:ITHACA, NEW YORK 148502018-12-17AS NOTEDW.WB.CD.WB.CSTUDENT AND CAMPUSLIFEPRIME CONSULTANT41 Chenango Street,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comCLARA DICKSONHALL10689-11541ISSUED FOR BID2019-03-13CDH-A100 1LEVEL 1 FLOORPLAN1/16" = 1' - 0"FLOOR PLAN - LEVEL 111A300PLANNORTHPLANNORTH
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DNUPSTAIR13'-4"(V.I.F)2'-2"DNUPSTAIR13'-4"(V.I.F)2'-2"DNSTAIR13'-10"(V.I.F)5'-7"UPDNSTAIR33'-4"(V.I.F)UPDNSTAIR33'-4"(V.I.F)DNSTAIR33'-10"(V.I.F)UPDNSTAIR43'-4"(V.I.F)UPDNSTAIR43'-4"(V.I.F)DNSTAIR43'-10"(V.I.F)UPSTAIR1021 UPSTAIR42'-7"(V.I.F)DATE:ISSUESHEET TITLEPROJECT114475STUDENT AND CAMPUS LIFEMULTIPLE DEFICIENCIES CODEREMEDIATION - PHASE 1AISSUEISSUANCEDATESCALE:APPROVED BY:PROJECT MGR:IBI PROJECT NO:SHEET NUMBER21 NORTHCROSS ROAD, ITHACA, NEW YORK 14850BUILDING:CLIENTCOPYRIGHTISSUESCORNELLUNIVERSITYThis drawing has been prepared solely for the intended use, thus anyreproduction or distribution for any purpose other than authorized by IBI Group isforbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions onthe job, and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor general conformance before proceeding with fabrication.is a member of the IBI Group of companiesIBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTSKEYPLANCHECKED BY:DRAWN BY:SCALE CHECK CONSULTANTSSEAL10mm1 in CLIENT PROJECT NO:ITHACA, NEW YORK 148502018-12-17AS NOTEDW.WB.CD.WB.CSTUDENT AND CAMPUSLIFEPRIME CONSULTANT41 Chenango Street,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comCLARA DICKSONHALL10689-11541ISSUED FOR BID2019-03-13CDH-A300 1ENLARGED STAIRPLANS1/4" = 1' - 0"STAIR TOWER 1 - LEVEL 321/4" = 1' - 0"STAIR TOWER 3 - LEVEL 351/4" = 1' - 0"STAIR TOWER 4 - LEVEL 391/4" = 1' - 0"STAIR TOWER 1 - LEVEL 431/4" = 1' - 0"STAIR TOWER 3 - LEVEL 461/4" = 1' - 0"STAIR TOWER 4 - LEVEL 4101/4" = 1' - 0"STAIR TOWER 1 - LEVEL 541/4" = 1' - 0"STAIR TOWER 3 - LEVEL 571/4" = 1' - 0"STAIR TOWER 4 - LEVEL 5111/4" = 1' - 0"EXTERIOR STAIR 10211A3022A3025A3021A3022A3025A3021A3026A3021A3022A3025A3021A3022A3025A3021A3026A3021A3022A3025A3021A3022A3025A3021A3026A3021ADD TOP RAILWINDOW WELL GUARDSEXTEND NEWEL POSTADD TOP RAILWINDOW WELL GUARDSEXTEND NEWEL POSTADD TOP RAILEXTEND NEWEL POSTADD TOP RAILEXTEND NEWEL POSTWINDOW WELL GUARDSADD TOP RAILEXTEND NEWEL POSTWINDOW WELL GUARDSADD TOP RAILEXTEND NEWEL POSTADD TOP RAILEXTEND NEWEL POSTWINDOW WELL GUARDSADD TOP RAILEXTEND NEWEL POSTWINDOW WELL GUARDSADD TOP RAILEXTEND NEWEL POSTPLANNORTHPLANNORTHPLANNORTHPLANNORTHPLANNORTHPLANNORTHPLANNORTHPLANNORTHPLANNORTHPLANNORTH1/4" = 1' - 0"STAIR TOWER 4 - LEVEL 28A3022WINDOW WELL GUARDSPLANNORTHA3027A3027REMOVE EXISTING TWO RAIL PIPE HANDRAIL SYSTEM;EXISTING POSTS ARE SLEEVED INTO CONCRETESTAIRS; EXTEND POSTS 8" BY ADDING SCHEDULE40 STEEL PIPE MATERIAL MATCHING EXISTING DIAMETERAND PAINT ENTIRE RAIL SYSTEM; RE-INSERT POSTS INTOEXISTING SLEEVES AND PACK FULL WITH NON-SHRINKGROUT; TOP RAIL SHALL BE AT 34" ABOVE NOSING MINIMUMAND 38' ABOVE NOSING MAXIMUM.PLANNORTH
UPDNSTAIR63'-4"(V.I.F)UPDNSTAIR63'-4"(V.I.F)DNSTAIR63'-10"(V.I.F)5'-5"36503650AUPDNSTAIR73'-4"(V.I.F)UPDNSTAIR73'-4"(V.I.F)DNSTAIR73'-10"(V.I.F)UPDNSTAIR9DNUPSTAIR93'-4"(V.I.F)2'-2"DNUPSTAIR93'-4"(V.I.F)2'-2"DNSTAIR93'-10"(V.I.F)5'-7"UPSTAIR62'-7"(V.I.F)DATE:ISSUESHEET TITLEPROJECT114475STUDENT AND CAMPUS LIFEMULTIPLE DEFICIENCIES CODEREMEDIATION - PHASE 1AISSUEISSUANCEDATESCALE:APPROVED BY:PROJECT MGR:IBI PROJECT NO:SHEET NUMBER21 NORTHCROSS ROAD, ITHACA, NEW YORK 14850BUILDING:CLIENTCOPYRIGHTISSUESCORNELLUNIVERSITYThis drawing has been prepared solely for the intended use, thus anyreproduction or distribution for any purpose other than authorized by IBI Group isforbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions onthe job, and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor general conformance before proceeding with fabrication.is a member of the IBI Group of companiesIBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTSKEYPLANCHECKED BY:DRAWN BY:SCALE CHECK CONSULTANTSSEAL10mm1 in CLIENT PROJECT NO:ITHACA, NEW YORK 148502018-12-17AS NOTEDW.WB.CD.WB.CSTUDENT AND CAMPUSLIFEPRIME CONSULTANT41 Chenango Street,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comCLARA DICKSONHALL10689-11541ISSUED FOR BID2019-03-13CDH-A301 1ENLARGED STAIRPLANS1/4" = 1' - 0"STAIR TOWER 9 - LEVEL 281/4" = 1' - 0"STAIR TOWER 6 - LEVEL 321/4" = 1' - 0"STAIR TOWER 7 - LEVEL 351/4" = 1' - 0"STAIR TOWER 9 - LEVEL 391/4" = 1' - 0"STAIR TOWER 6 - LEVEL 431/4" = 1' - 0"STAIR TOWER 7 - LEVEL 461/4" = 1' - 0"STAIR TOWER 9 - LEVEL 4101/4" = 1' - 0"STAIR TOWER 6 - LEVEL 541/4" = 1' - 0"STAIR TOWER 7 - LEVEL 571/4" = 1' - 0"STAIR TOWER 9 - LEVEL 5114A3021A3025A3021A3025A3021A3026A3021A3025A3022A3022A3021A3025A3021A3025A3021A3026A3021A3025A3021A3025A3021A3026A3022A3022A3022A3022A302ADD TOP RAILWINDOW WELL GUARDSEXTEND NEWEL POSTADD TOP RAILWINDOW WELL GUARDSEXTEND NEWEL POSTADD TOP RAILEXTEND NEWEL POSTADD TOP RAILWINDOW WELL GUARDSEXTEND NEWEL POSTADD TOP RAILWINDOW WELL GUARDSEXTEND NEWEL POSTADD TOP RAILEXTEND NEWEL POSTADD TOP RAILEXTEND NEWEL POSTWINDOW WELL GUARDSADD TOP RAILEXTEND NEWEL POSTADD TOP RAILEXTEND NEWEL POSTWINDOW WELL GUARDSADD TOP RAILEXTEND NEWEL POSTNEWEL POST ADDITIONPLANNORTHPLANNORTHPLANNORTHPLANNORTHPLANNORTHPLANNORTHPLANNORTHPLANNORTHPLANNORTHPLANNORTH1/4" = 1' - 0"STAIR TOWER 6 - LEVEL 212A302WINDOW WELL GUARDSPLANNORTHPLANNORTH
2'-9"3'-9"NEWEL CAP TO MATCHEXISTING2" X 1" X 18" STEEL TUBETOP RAIL1" X 1" X 18" STEEL TUBERAILEXISTING WOODHANDRAIL3" X 3" 18" STEEL TUBENEWEL POSTEXISTING STEEL CHANNELSTRINGER; SCRIBE NEWELPOST TO STRINGER PROFILENEWEL CAP TO MATCHEXISTINGEXISTING LANDING DECK0'-3 78"0'-5"0'-3"1'-6"CONNECT NEWEL POST TOEXISTING STRINGER CHANNELWITH (2) 34" X 4 A325 STEELTROUGH BOLTS WITH NUTS ANDWASHERS42" MIN.
2'-9"0'-9"5'-2" +/-2" HIGH X 1" WIDE X 18" TUBE STEELRAIL; PAINTEDEXISTING GUARD RAIL SYSTEMTO REMAIN, PATCH PAINT ANYEXPOSED STEEL6 12" X 2" X 18" PLATE FULLY SHOPWELDED TO RAILS. SECURE TOEXISTING / EXTENDED NEWELPOST WITH (6) 14" X 1"COUNTERSUNK SELF TAPPINGSCREWSCUT EXISTING WOOD ANDSTEEL RAIL; WELD EXISTINGSTEEL TOP RAIL TO NEWELPOST,TRIM AND RESETWOOD RAILEXTEND EXISTING NEWEL POST3'-9"1'-6"EXISTING LANDING DECKSCRIBE NEWEL POST TO PROFILEOF EXISTING STEEL STRINGEREXISTING STAIR RUNEXISTING NEWEL CAP; REPLACEANY DAMAGED OR MISSING CAPS3 X 3 NEWELPOST1/81L1X1X3/161/81" LONG FILLETWELD2"8"2"
4"EXISTING NEWEL POST CAP;REPLACE ANY DAMAGED ORMISSING CAPSSAW CUT EXISTING TOP PORTIONOF NEWEL POST AND WELD TOPOST EXTENSION TUBING2" X 1" X 18" STEEL TUBETOP RAIL1" X 1" X 18" STEEL TUBERAIL3" X 3" X 316" STEELNEWEL POST EXTENSION4'-10"3'-7"4" MAX.3 7/8" MAX. (TYP.)1 12" DIAMETER SCHEDULE40 STEEL PIPE; PAINTED3" X 2" X 18" STEEL PLATESECURED TO EXISTING MASONRYWALL CONSTRUCTION WITH (4) 14" X 2 12"EXPANSION SCREWS34" X 34" SQUARE STEEL TUBINGBALUSTERS AT 4 58" O.C MAXIMUM FULLYWELDED TO TOP AND BOTTOM RAIL;PAINTEDEXISTING STAIRS ADJACENT TO WINDOWENCLOSURE3 7/8" MAX.EXISTING WINDOW WELL2"3"1/812'-9"0'-9"0'-112"42" MIN.1'-6" +/-2" HIGH X 1" WIDE X 18" TUBE STEELRAIL; PAINTEDEXISTING GUARD RAIL SYSTEM TOREMAIN, PATCH PAINT ANY EXPOSEDSTEEL6 12" X 2" X 18" PLATE FULLY SHOP WELDEDTO RAILS. SECURE TO EXISTING / EXTENDEDNEWEL POST WITH (6) 14" X 1" COUNTERSUNKSELF TAPPING SCREWSEXISTING NEWEL CAP; REPLACEANY DAMAGED OR MISSING CAPSEXISTING LANDING2'-9"0'-9"42" MIN.2" HIGH X 1" WIDE X 18" TUBE STEELRAIL; PAINTEDEXISTING GUARD RAIL SYSTEM TOREMAIN, PATCH PAINT ANYEXPOSED STEEL5'-1" +/-6 12" X 2" X 18" PLATE FULLY SHOPWELDED TO RAILS. SECURE TOEXISTING / EXTENDED NEWELPOST WITH (6) 14" X 1" COUNTERSUNKSELF TAPPING SCREWS6 12" X 2" X 18" PLATE FULLY SHOP WELDEDTO RAILS. SECURE TO EXISTINGMASONRY WALL WITH (6) 14" X 2 12"EXPANSION SCREWS3"3" X 3" X 18" STEEL TUBE NEWELPOST EXTENSIONEXISTING NEWEL CAP; REPLACEANY DAMAGED OR MISSING CAPSEXISTING LANDING0'-5"0'-3 78"0'-9"42"45"33"0'-2"34" MIN. - 38" MAX.
6"2"1/8GRIND SMOOTHPIPE STIFFENER 4" MIN.INTO EACH RAIL POSTEXISTING POST; PAINTEDPOST EXTENSION; PAINTEDEXISTING CONCRETE STAIRSLAB1 12" DIAMETER SCHEDULE40 STEEL PIPE; PAINTED3" X 2" X 18" STEEL PLATESECURED TO EXISTINGMASONRY WALLCONSTRUCTION WITH(4) 14" X 2 12" EXPANSIONSCREWS34" X 34" SQUARE STEEL TUBINGBALUSTERS AT 4 58" O.CMAXIMUM FULLY WELDEDTO TOP AND BOTTOM RAIL;PAINTEDEXISTING STAIRS ADJACENTTO WINDOW ENCLOSUREEXISTING WINDOW WELL3 7/8" MAX. (TYP.)4"DATE:ISSUESHEET TITLEPROJECT114475STUDENT AND CAMPUS LIFEMULTIPLE DEFICIENCIES CODEREMEDIATION - PHASE 1AISSUEISSUANCEDATESCALE:APPROVED BY:PROJECT MGR:IBI PROJECT NO:SHEET NUMBER21 NORTHCROSS ROAD, ITHACA, NEW YORK 14850BUILDING:CLIENTCOPYRIGHTISSUESCORNELLUNIVERSITYThis drawing has been prepared solely for the intended use, thus anyreproduction or distribution for any purpose other than authorized by IBI Group isforbidden. Written dimensions shall have precedence over scaled dimensions.Contractors shall verify and be responsible for all dimensions and conditions onthe job, and IBI Group shall be informed of any variations from the dimensions andconditions shown on the drawing. Shop drawings shall be submitted to IBI Groupfor general conformance before proceeding with fabrication.is a member of the IBI Group of companiesIBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTSKEYPLANCHECKED BY:DRAWN BY:SCALE CHECK CONSULTANTSSEAL10mm1 in CLIENT PROJECT NO:ITHACA, NEW YORK 148502018-12-17AS NOTEDW.WB.CD.WB.CSTUDENT AND CAMPUSLIFEPRIME CONSULTANT41 Chenango Street,Binghamton, NY 13901-1956, USAtel 607 772 0007 fax 607 723 4121IBI GROUPibigroup.comCLARA DICKSONHALL10689-11541ISSUED FOR BID2019-03-13CDH-A302 1STAIR DETAILS3/4" = 1' - 0"GUARDRAIL SECTION11 1/2" = 1' - 0"NEWEL POST DETAIL43/4" = 1' - 0"GUARDRAIL ELEVATION33/4" = 1' - 0"WINDOW GUARD DETAIL23/4" = 1' - 0"LANDING GUARD DETAIL5A1071A3024A30243/4" = 1' - 0"LANDING GUARD DETAIL6A30241 1/2" = 1' - 0"EXTERIOR STAIR 1021 DETAIL71 1/2" = 1' - 0"WINDOW GUARD DETAIL8