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HomeMy WebLinkAboutBoldt Hall - Basement, Ground Floor and First Floor Code Compliance PlanBUILDING CODE COMPLIANCE CLIENT CORNELL UNIVERSITY STUDENT AND CAMPUS LIFE ITHACA, NEW YORK 14850 1. 2015 INTERNATIONAL EXISTING BUILDING CODE {5TH PRINTING AS ADAPTED BY NEW YORK STATE) WITH THE 2017 UNIFORM CODE SUPPLEMENT ALTERATION LEVEL 1: REPAIR. 2. BC 302: OCCUPANCY: R-2 (DORMITORY) 3. TABLE BC 601: CONSTRUCTION CLASSIFICATION: TYPE 26 4 FULLYSPRINKLERED: SM TYPE 5 TABLE BC 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE: 75'; ACTUAL 45'. 6. TABLE BC 504.4 ALLOWABLE BUILDING HEIGHT IN STORIES: 5; ACTUAL 4. 7. TABLE BC 506.2 ALLOWABLE BUILDING AREA @ MAX. LEVEL : 48,000 SF + ALLOWABLE FRONTAGE INCREASE; ACTUAL LEVEL 1 @ 5,550 S.F 8. BC 1014.2 HANDRAIL HEIGHT: IN A RANGE 34" TO 38" ABOVE STAIR NOSINGS; USE 35" HEIGHT TO MEET CORNELL UNIVERSITY STANDARDS AND TO COMPLY WITH ICC 1 ANSI A117.1-09 FOR ACCESSIBILITY. 9. BC 1015.3 GUARD HEIGHT: 42" MINIMUM AT OPEN SIDE OF STAIRS AND LANDINGS THAT ARE GREATER THAN 30" ABOVE GRADE. COPYRIGHT This drawing has been prepared solely for the intended use, thus any reproduction or distribution for any purpose other than authorized by IBI Group is forbidden. Written dimensions shall have precedence over scaled dimensions. on Contractors Groupall verify and be responsiblemedof for all dimensions and dimensions the job, and IBI shall be informed any variations from the dimensions and conditions shown on the drawing. Shop drawings shall be submitted to IBI Group for general conformance before proceeding with fabrication . — --, 1 - - - - - - - - ISSUES I I ISSUED FOR BID 04-04-19 ( — — — — — — — i DWELLING aq '41111111111111111111 O 10 IT >< TOILET II I ll�� TOILET p 1044 DWELLING ROOM DWELLING DWELLING Q ROOM UNIT DWELLING TOILET 10020 DWELLING UNIT UNIT UNIT DWELLING DWELLING DWELLING DWELLING 102 UNIT ROOM UNIT UNITr UNIT UNIT 203 113A — 114 nJ' 1026 q 100 112 110 108 106 — I.0 ' STAIR i"j{�I ® CORRIDOR i T STAIR/.____F-_____v_ C C lij 1 B I ( CORRIDOR I STAIR �O"ID CORRID►• DWELLING 1138 113 UNIT 10042 A 1004 10040 120A _ \ DWELLING ) SIM ,. Q UNIT UP I DN IP — DN 202 DWELLING 1 I DWELLING DWELLING DWELLING DWELLING I I DWELLING UNIT UNIT UNIT UNIT UNIT UNIT KEYPLAN .nfiii ( „nf I I DWELLING 113 111 109 107 105 M -- 103 UNIT I I I IIIII 201 , . + r DN © 1 I I I DWELLING o =I—H I ri ri ____ __ ___ ___ __ __ �rf 101 $ ....I .6.444* HANDRAIL AND HANDRAIL AND SECOND FLOOR GUARDRAIL MODIFICATIONS IN STAIRWELLS A300 3) FIRST FLOOR GUARDRAIL MODIFICATIONS IN STAIRWELLS A300 CONSULTANTS PLAN NORTH FIRST AND SECOND FLOOR PLAN 1/8"=1'-0" SEAL ifif�t 1K a ` * ....:;. 9 02672$ 0�. oic Ne . � � S STORAGE ROOM G0064 STORAGE PRIME CONSULTANT — — — — • iz — — — — ---ROOM G 06 1 ' 1 I TOILET le - ( DWELLING ROOM STORAGE STORAGE — UNIT <10T TOILET DWELLING DWELLING — DWELLING MECHANICAL q TOILET — ROOM ROOM ROOM UNIT ROOM STORAGEROOM 103Fe UNIT UNIT ROOM Goo G0060 G0021 G12 G0020 G10 G08 G0065 G0062 - AIRa JC BUILDING: BOLDT HALL 727 UNIVERSITY AVE, ITHACA, NEW YORK 14850 110 .., STORAGE • 006._ UP ROOM CO IDOR S £ 1000 G13 TAIR CORRIDOR STAIR CORRIDOR ROOM aB I , G0042 G0040 G0061 II I – uP Ca Iii � I --I ;N_' "�� I �� I UP II�� 11 PROJECT STUDENT AND CAMPUS LIFE MULTIPLE DEFICIENCIES CODE REMEDIATION – PHASE 2A DWELLING V n ���� UNIT v 11� I I ��"" DWELLING 411!11\1110" 102 DN DWELLING DWELLING DWELLING DWELLING EMI UNIT UNIT UNIT UNIT 1 I G11 G09 G07 Goy DWELLING UNIT 101 ■ ■ DWELLING UNIT r NM IBI PROJECT NO: 114475 CLIENT PROJECT NO: 10689-1154 ----0.• ----� \ DRAWN BY: W.W CHECKED BY: B' C t� HANDRAIL AND GUARDRAIL HANDRAIL AND GUARDRAIL 2 'Il PROJECT MGR: . C B.0 APPROVED BY: D. W FLOOR MODIFICATIONS IN A300 GROUND FLOOR MODIFICATIONS IN A300 STAIRWELLS STAIRWELLS SCALE: AS NOTED DATE: 04-04-19 SHEET TITLE BASEMENT, GROUND FLOOR AND FIRST FLOOR CODE COMPLIANCE PLAN PLAN NORTH SHEET NUMBER BoH-A1 0 O1 ISSUE GROUND AND FIRST FLOOR PLAN 1/8"=1'-0" 8 O SCALE CHECK ARCHITECT/ ENGINEER: 1B CONSULTANTS: LOCATION MAP: IBI GROUP ARCHITECTS, ENGINEERS, & LANDSCAPE ARCHITECTS 59-61 COURT STREET SUITE 300 BINGHAMTON, NY 13901, USA TEL: 607-772-0007, FAX: 607-723-4121 ibigroup.com AERIAL PHOTO: 4 8PPohl:a 03,2 2,2)0 Res.. Cents Easaonkg, Phi pi A , s leen esh'ss.,„..-•,--.-- /WF i: eight Sigma 1111,11W4.) PrOarreherigh4AUS.7YOWN010.20.BES DoPplota6m Equine .191,-.0 Peserniii2P-Ora. Bee Tio,siss corneliEkivm, 11..1,110,m Rep..61,,,, Oprohoiakii aiipne ,PP ',Grourds I ••d erdeme Mt 0010U11 2. ,., .,:001,1TS frcti ptn,IYFIELD .040* 06) K`rusa-. Cd00) AP,r..4400711 Fla*: *00/0 001 ' • %OjitiP(50 00020400 Moakley Hoase C00,0004 B.% Cart Storage k. CRCS' tANE Naha Sigma Phi g_ (HoeiredgeM , 2.SFOrirerhighe Bpshde AMU g25 Craded-g Fall Creek 806 ...ragenRWAi, Bridge g '',ggggggggg,,*, :Gamma .se,_.W.reB•1 aPaliqdr, ,inirpri.psaYP,ENti. ikohe roada2 Q•ile• • Aincolo. Heil EA: rah', n Hoe ..,.••••••• • q:17.7.77 03 Ai..6s*!bii • • k..,2y Brerlherkrd H;tgatt Fa NEWMAN ARBORETUM CORNELL PLANTATIONS PL41414710108 WiLDFLOWER 040 '0 ACTS' 00000 0,2 2,02 '6pOS400 1, 00.0 ,jr Bahia Canle o174t' 0))06072 VIZ= .R,VR IS RoCKNIF.0, 6A00E0 4zAiE.4.64RP "41043ria„ 000 40 0040 BB, 0604710 TheiCordelaSters 4401142 20100 11 COMs-roct,\ 000600 Go 07 000,0, Lat! 0-)001,1 1,1 .ivA STATE 40 2802/71 B GIB'''''Wrire-RB GARDEN PE01011100 eeF' PERVIMAI ARD6N 40 0,08 BB House .52. 0. `prze Plegragoes goadifg: 08 cintoor. HER TAGE Shed 44 .0 LE CARDEN PdTERS. 0 C...RROAD t.T M0.13,3kl0:! • - 0,,wtom,,Ecos sP0815 OMPLCx /—F-rhiadcroa ' , ig<mtga.:5, djc _ e ler r EN:ZRIAIG 00.00 ,.,Je.,r,,t,,,, 'era ':'' „ssarigarradididd : - loge Avenso 'Bel Be. 1, . :Nuii1020Siciebt:Ps Nhka ll - --- • ' , ''",,,,..,, Rhodes Haegsggs. igl JudiadEiener : Tenn,e rdaddidadeg Pavillio2, a ''ldi,4 :,-;.••.-A ... . '''''',''q',..•,'--,'',.,-i.,i(i..,'WM•it ' ,,, '''''',,::a,.`%, .,,,i..i,, ',.rs',•:,';,•:••,':-.... , 47 : :8:tel'a•:' rd . L :. ...., s7100E040\ Fenn H..r, • . 001,0000 0,400,41400 VegelBSie Crops BuRclingo A 13 720 Kei Parsology eh, Cold Storage ' and Selel Pornehoy Pols Baivggs, 80.1.7Y 00 cz5En sr Lab Choreg# N Ovonset 0 00 120 1 0 30070 60001 CAVE,. STREET STUDENT AND CAMPUS LIFE MULTIPLE DEFICIENCIES CODE REMEDIATION PHASE 2A CORNELL UNIVERSITY 319 WAIT AVENUE 319 WAIT AVENUE, ITHACA, NEW YORK 14850 IBI PROJECT NO: 114475 Ellis Flt.xci iiwigetud ROM TaTrigara niatisu • " ';'.4a••cgrgunierceirecrahn '0 8,020 Feao aoe derBeceaed heFe dear., cad. Att,r46.4.6anle.on 00 6210,00 00 Campus Pisnrad:g Cease 20 NereAdirk DRAWING LIST ARCHITECTURAL: 319W -A100 BASEMENT, FIRST AND SECOND FLOOR OVERALL PLAN 319W -A300 STAIR SECTIONS AND DETAILS SEAL CN (i) LU CL ' Z.1 0 < LLI LLWD Lu a <0 00 (f) z w < z u 113 (-) DLL W ci) THACA, NEW YORK 14850 9 WAIT AVENUE CID DATE: 04-04-19 IBI PROJECT NO: 114475 CLIENT PROJECT NO: 10689-1154 PRIME CONSULTANT SHEET NUMBER G000 SCALE CHECK WOOD TOP RAIL SALVAGED WOOD TOP RAIL SECURED TO GUARD INFILL CLIENT C O R N E L L UNIVERSITY STUDENT AND CAMPUS LIFE ITHACA, NEW YORK 14850 PANEL SALVAGED NEWEL TOP SECTION; PREP AND PAINT NEWEL EXTENSION SECTION, FIELD PAINT .1"..." ... 1 1/2" 0.D. HANDRAIL RETURN TO 1 ii" 0.D MOUNT AT 35" .TEEL PIPE WALL D HAND RAIL BOVE STAIR NOSING; MOUNT RAILING 3" 0.0 1 4" 0.D STEEL PIPE WALL rSALVAGED SECURED TO GUARD INFILL FROM FACE OF WALL OR DOOR OPENING IN AREAS NOT ABLE TO CLEAR 12" FROM FACE OF RISER; RETURN TO WALL AND TRIM RING'NNEXTENSION; DOOR OR EDGE OF WALL MOUNTED HAND RAIL AT 35" ABOVE STAIR NOSING; FACTORY POWDER COATED .... PANEL GUARD INFILL PANEL SALVAGED NEWEL TOP SECTION; PREP AND PAINT [ NEWEL POST GUARD INFILL PANEL IL FACTO Y POWDER COATED - Aimi -mr , „.. —a 11; N. MOUN RAILING 3" 0.0 1 iit t 11 FRO DOOR ACE OF WALL OR PENING IN AREAS liri 12" '-' '-"' NOT A LE TO CLEAR 12" COPYRIGHT drawing has been prepared solely for the intended use, thus any reproduction or distribution for any purpose other than authorized by IBI Group is Written dimensions shall have precedence over scaled dimensions. rl i shallad ti mi. ensnb sefromi os nu sb tmahnei tdt edcdi motnoedni i si3t i ioio nGn ssr ooaunnpd the job, oovuneptr the hoonps oi dbf rl responsible wnf oyi nr variations conditions j ob, andContractors shown1Bs1hGal Groupshallf yead nradbwebi eninformedgr,e sShop for general conformance before proceeding with fabrication. ii':ii ,i.,ii-:iiii.,:iiii.ii•,i-'' .iiiiH:.iiiiiiii i ii':,iii ii:ii., ii,': Mii..'-i'iiiii,': i,::ii:r%i,:.. •i:i, ...kiiii ..i'i,nir:i...riiii.iiMi,:. ,iMiiin ii:',,i.: i 'ii:i - FROM CE OF ISER; AR En 01 It II Tr) m I :nix) . Ln en ,---- iL RRIRINGThis N TO WALL AND TRIM - hit En m = DO R OR EDGE OF WALL / 116. EXI TING NOSING "Ilk\ aillik ISSUES MNillikii --111 illilig 1 1/2" 0.D. HANDRAIL EXTENSION; RETURN TO b IIIIIIIik. r NEWEL POST ISSUED FOR BID 04-04-19 b -1 NEWEL EXTENSION SECTION, FIELD PAINT EXISTING METAL BALUSTERS EXISTING BOTTOM NEWEL; k EXISTING BOTTOM NENEL; PREP AND PAINT EXISTING NOSING EXISTING IVIETAL BALUSTERS PREP AND PAINT EXISTING NOSING TYP. HAND RAIL 14 TYP. HAND RAIL 16 TYP. HAND RAIL TYP. HAND RAIL 1/2" = 1' - 0" 1/2" = 1' - 0" 1/2" = 1' - 0" 1/2" = 1' - 0" AV— 3„ ± EXISTING NEWEL POST TOP SALVAGED.GWNT0 REMOVE SECTION ALLT OBERA PAINT DOWN METAL; PREP AND PAINT, TYPICALwRA GUARDRAILRAREXTENSIONouND SALVAGED WOOD TOP RAIL SECURED TO GUARD INFILL INFILL PANEL SALVAGED NEWEL TOP SECTION; PREP AND PAINT SALVAGED WOOD TOP RAIL SECURED TO GUARD 'NEILL GUAREIDINFILL PANEL SALVAGED NEWEL TOP SECTION; PRNEEPwAENLDEPxATIENNTs EXISTING NEWEL POST TOP SECTION TO BE SALVAGED. REMOVE ALL PAINT DOVVN TO METAL; PREP AND PAINT. REMOVE PAINT ACCORDING TO SECTION 02 82 02 - LEAD BASED PAINT HANDLING II io- —PGAUNAERLD SALVAGED TOP SECTION CONTINUOUS TOP AND 2" DIAMETER 4 FACES, NEWEL POST PIPE SECTION BOTTOM PLUG GRIND WELDS SMOOTH KEYPLAN •\ RETURN HANDRAIL TO POST T. • 9 , _ RNANDRAAT STAIR SWITCH BACK . NEWEL EXTENSION SECTION, FIELD PAINT 1 0 N SECTION, FIELD PAINT STEEL NEWEL POST EXTENSIONS; SEE PROFILE DETAIL 6 AND SECTION DETAIL 5 EQ. SPACING BETWEEN P• Lu ..., 1 4" 0.D STEEL PIPE .- ., .... 5'-0" MAX ..... RAILIN G. MOUNTED AT 35" ABOVE STAIR NOSING; - . ,,,, 11.1! in- EXISTING BOTTOM tn -- FIELD PAINT a „.....,- NEWEL; PREP AND II N, PAINT GUARD RAIL PANEL qammilN;s\ls, NEILL t.1) STEEL NEWEL POST a EXISTING NOSING IIIA , t 1 PROCEDURE; PREP AND PAINT. to EXTENSIONS; SEE PROFILE DETAIL 6 AND ' VD EXISTING STEEL SUPPORT STRUTS; PAINTED ' 1 ts _,. SECTION DETAIL 5 .--4 BOTTOM EXISTING STAIR 1 = NEWEL; PREP AND PAINT iN- 6, .:r Ln i" FILLET CONTINUOUS WELD; ,* i 11 ....: 4 4., ...., LANDING r:n <, m LIJ ha I ....- ktiO I el , I, . GRIND SMOOTH TO MATCH IL _ — 4" DIAMETER PLUG WELDS \ EXISTING NOSING EXISTING. 1' ftspii Aft...~-Awrimair I CONSULTANTS -- ...„, A010011 —.40. - -„,._ .,..... EXISTING BOTTOM EXISTING METAL (I) ,-4 CONTINUOUS PIPE SECTION REINFORCEMENT AND ATTACHMENT = —.\-- — — 11 4 FACES, : NEWEL POST EXTENSION; REP AND FIELD PAINT. CONTINUOUS BRAZED JOINT, GRIND SMOOTH AND BOTTOM. GRIND TOP SMOOTH Ilk\ Ili 111 1/8" THICK SCH 40 STEEL i PLATE STOCK SECTIONED AND WELDED TO SHOP FABRICATED NEWEL SECTION; SEE DETAIL 5/A301 Ay-..... v.. ...zi- ......, T... 1 111,,, .. \ +I rn SECTION OF NEWEL EXISTING METAL BALUSTERS BALUSTERS REMOVE EXISTING PAINT TO METAL: PREP AND PAINT EXISTING STAIR EXISTING METAL EXISTING BOTTOM POST TO REMAIN; PAINT TO METAL: LANDING BALUSTER REMOVE PREP SECTION OF EXISTING AND PAINT. NEWEL TYP. 10 HAND RAIL TYP. HAND RAIL TYP. HAND RAIL TYP. GUARD RAIL 1/2" = 1' - 0" 1/2"= 1' - 0" 1/2" = 1' - 0" 1/2" = 1' - 0° DETACH TOP STEEL PLATE I-4" NEWEL FABRICATED SLEEVE POST CUSTOM STEEL EXTENSION .,11110 EXISTING NEWEL POST TOP SECTION TO BE SALVAGED. REMOVE ALL PAINT DOWN TO METAL; PREP AND PAINT. TYPICAL GUARDRAIL EXTENSION WRAP HANDRAIL AROUND AT STAIR SWITCH BACK MOUNT RAIL BRACKETS EXISTING MASONRY WITH (2) 1/4" 0 SUNK HEAD EXP. SHIELD TO WALL X 2" COUNTER BOLTS AND RETURN RAIL TO to — 4" DIAMETER PLUG WELDS bo......1( -.,s 00,0,w,„„immparavio, Alr 1/8" THICK PLATE STEEL; MATCH CURVE FROM EXISTING NEWEL PROFILE 3/16" THICK PLATE STEEL; MATCH CURVE FROM EXISTING NEWEL POST PROFILE AP -- \------ FROM NEWEL AND REATTACH STEEL INSERT PANEL WITH CLIPS 1 4" 0.D STEEL PIPE WALL TRIM AND ONCE NEWEL EXTENSION IS '...-4411.116-211 .. Ln MOUNTED HAND RAIL RING COMPLETE SAWCUT EACH NEWEL POST SALVAGED REATTACHED WOOD TOP RAIL TO GUARD EXTENSION TO . 1ir STEEL NEWEL POST EXTENSIONS; SEE AT 35" ABOVE FACTORY POWDER STAIR NOSING; COATED __r___ REMOVE PAINT ACCORDING TO SECTION 02 82 02 - LEAD BASED PAINT HANDLING PROCEDURE; PREP AND PAINT, — — I I 4 FACES, EXISTINGmETALT0 MDEETTAELRNmEi NWEE N zz- AND WELDING PROCEDURE GRIND IL ETAI POST. T CHARACTERISTICS TYP SMOOTH E S T REMOVE WOODEN TOP RAIL, PREPARE FOR NEW WORK EXISTING RAILING SPINDLES I - 1 4" X EQUAL TO EXCEED 1 4" SUPPORT, SECTIONS BE IN WIDTH, EACH SECTION NOT 5'-0" ,.. F0' 1•11111 . P PROFILE DETAIL 6 AND SIMI ECTION DETAIL 5 SEAL \ ('''? < :: 4451'f71("4": *, 0 * - O267 , ,.....„. - ..- AND TOP METAL TRACK TO EQ. 5'-0" M 't . E4. 5LO" MAX. _.-- REMAIN 4! -,. 12". ics.,, illi r *---.4---.) 35" :,." = .----- . P , , , 1' 1* HANDRAIL11/ZODSTEEL III EXISTING STAIR is, . .. td LANDING _ • = =_- =_- = -r: t'L - MOUNTED AT 35" ABOVE TREAD blih. - In — N NOSING; AND 1 . 4 —1111hi.• 1/2" CLEAR Lu ---N--- C 1 OUTSIDE GUARDRAIL; .10 12" .„, NEWEL POST PROFILE 6 , FIELD PAINT amk. NEWEL POST EXTENSION w 1 6'-5 1/2" r FROM STAIR NOSING . EXISTING STAIR AND LANDING 3" = 1' - 0" 6" = 1' - 0" EXISTING STAIR TO REMAIN ASSEMBLY 1'-6 3/4"/ IIP IP SAWCUT EACH NEWEL POST EXISTING BOTTOM SECTION OF NEWEL POST TO REMAIN; REMOVE EXISTING I ......- PRIME CONSULTANT PAINT TO METAL: PREP AND PAINT , . _ ... IBI —/ , STAIR BUILDING: 727 UNIVERSITY AVE, ITHACA, NEWYORK 14850 CORRIDOR TYP. RAILING DETAIL DEMOLITION AND RENOVATION TYP. HAND RAIL 8 9 TYP. HAND RAIL -.. A 13 1/4" = 1' - 0" 1/2" = 1' - 0" 1/2" = 1' - 0" 30040 4'-1" • ,. PANEL CLIPS AS SPECIFIED 1STEEL U CHANNEL FRAME " DECORATIVE METAL WOVEN WIRE EQ. E g E. 5`-0" 1'-4" NEWEL FABRICATED SLEEVE STEEL INSERT (TYP.) /AX. E . POST CUSTOM STEEL EXTENSION PANEL WITH CLIPS 1'-4" NEWEL POST CUSTOM FABRICATED STEEL EXTENSION SLEEVE STEEL INSERT PANEL WITH CLIPS (TYP.) SALVAGED WOOD TOP RAIL 1 . PROJECT STUDENT AND CAMPUS LIFE MULTIPLE DEFICIENCIES CODE REMEDIATION - PHASE 2A DN i 1 lok IA PANEL (TYP) 18 i* 1 *-- . . REATTACHED TO GUARD EXTENSION 1 4" X 1 4" SUPPORT. SECTIONS TO BE iffiffirAT DETACH TOP STEEL PLATE EQUAL IN WIDTH, EACH SECTION NOT 7 . FROM NEWEL AND REATTACH ONCE NEWEL EXTENSION IS COMPLETE SALVAGED REATTACH WOOD TOP RAIL D TO GUARD EXTENSION DETACH TOP STEEL PLATE - TO EXCEED 50" MAX. _-...-..."=........ --. immompwormrAmi I 57013W/ ' la I.I.':.,: = SAWCUT EACH NEWEL POST , 1 4" X 1 4" S PPORT. SECTIONS TO BE FROM NEWEL AND REATTACH EQ. 5.-0" MAX. 3'-4" IBI PROJECT NO: 114475 CLIENT PROJECT NO: 10689-1154 WAN. REMOVE WOODEN TOP RAIL, ,-1 EQUAL IN IDTH, EACH SECTION NOT ONCE NEWEL EXTENSION IS 5' 0' AX - , PREPARE FOR NEW WORK •.-- , TO EXCEE 1 1/2" 0.D. 5'-0" TEEL HANDRAIL COMPLETE 7 MI 1/2" 0.D. STEEL Ap‘t. r... EXISTING RAILING SPINDLES Lu - MOUNTED T 35" ABOVE TREAD SAWCUT EACH NEWEL POST - - REMOIE_ WOODEN TOP RAIL, I HANDRAIL MOUNTED AT 35" DRAWN BY: W.W CHECKED BY: B.0 .1 - J .. 1 -101111 . AND TOP METAL TRACK TO NOSING; A D 1 1/2" CLEAR OUTSIDE PREPARE FOR NEW WORK , REMAIN I Ikh... GUARDRAI ; FIELD PAINT. :‘ ABOVE TREAD 1116,, 1 III ,. , `1" EXISTING STAIR ASSEMBLY —III\ ,„ 111110 EXISTING RAILING SPINDLES ' METAL TRACK TO Nvi, NOSING; AND 1 1/2" CLEAR RIE1111111111111111111111111 t ."-: TO REMAIN 1111 ,.. ,..,.:::".;;AENmDATIONP II OUTSIDE PROJECT MGR: B.0 APPROVED BY: D.W —166. .. 11,, GUARDRAIL; FIELD PAINT. I —111111111 ' —IL.. ,- Ilia SCALE: AS NOTED DATE: 04-04-19 —11111) -111 1111h' b 6'116111 II NOTE: SEE RENOVATION LEGEND ON SHEET A300 FOR WORK DESCRIPTIONS \ II\ bk. Il SHEET TITLE STAIR RAILING PLANS AND DETAILS 'Old III —1614 *III" SAWCUT EACH NEWEL POST —II --li EXISTING STAIR ASSEMBLY TO REMAIN NIIIIMMMb 1 I $'-2 1/4" SAWCUT EACH NEWEL POST 3'-1" 4'-1 1/41 SHEET NUMBER B 0 H -A30 1 ISSUE 1 ENLARGED PLAN TYP. METAL PANEL INSERT TYP. RAILING DETAIL DEMOLITION AND RENOVATION 4 TYP. RAILING DETAIL DEMOLITION AND RENOVATION THIRD FLOOR 1/4" = 1' - 0" 11/2" = 1' - 0" 1/4" = 1' - 0" 1/4" = 1' - 0" SCALE CHECK 3'-0" J ENLARGED PLAN THIRD FLOOR 1/4" = 1' - 0" CLIENT CORNELL UNIVERSITY STUDENT AND CAMPUS LIFE ITHACA, NEW YORK 14850 COPYRIGHT This drawing has been prepared solely for the intended use, thus any reproduction or distribution for any purpose other than authorized by IBI Group is forbidden. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and 161 Group shall be informed of any variations from the dimensions and conditions shown on the drawing. Shop drawings shall be submitted to IBI Group for general conformance before proceeding with fabrication. ISSUES ISSUED FOR BID 04-04-19 I E DWELLING UNIT 105 STAIR 10 9" A 9 DN 91 ► 3 9 311* 9 4" 11" 3' 4" 10 etni DWELLING UNIT 103 3'-0" 1'_1" 3 9 DN 1'-2" 3'-4" ' r I r STAIR A DWELLING UNIT 205 9/1► 4 DN 0 9" 3'-6" UP 3 4t 1! 9 9 3' 4" 3 4" 100 DWELLING UNIT 203 DWELLING UNIT 402 DWELLING UNIT 401 STAIR D *UP 400 STAIR c DN 5 13 4'-4" D' �-r KEYPLAN CONSULTANTS ENLARGED PLAN FIRST FLOOR 1/4" = 1' - 0" 3" X 3" STEEL SQUARE TUBE GUARDRAIL NEWEL POST EXTENSION AS DETAILED #5 A301 EXISTING GUARDRAIL MODIFICATION, SEE ELEVATIONS AND DETAILS ON SHEET A301 WALL -MOUNTED HANDRAIL SEE ELEVATIONS AND DETAILS ON SHEET A301 E ENLARGED PLAN SECOND FLOOR 3'-0" 1/4" = 1' - 0" DWELLING UNIT G11 STAIR LJ YELLING UNIT G05 r - A301 10 4'-0" Imo::';:::::::: 3'-4" 9 ► UP f G0040 DWELLING UNIT G03 ENLARGED PLAN FOURTH FLOOR 3'-0" i SCALE CHECK CLIENT CORNELL UNIVERSITY STUDENT AND CAMPUS LIFE ITHACA, NEW YORK 14850 COPYRIGHT This drawing has been prepared solely for the intended use, thus any reproduction or distribution for any purpose other than authorized by IBI Group is forbidden. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and 161 Group shall be informed of any variations from the dimensions and conditions shown on the drawing. Shop drawings shall be submitted to 1E31 Group for general conformance before proceeding with fabrication. 1 1 I 1 ISSUES 1 ISSUED FOR BID 04-04-19 t 11 1 1 1 1 I DWELLING Q — I 1 UNIT DWELLING I — 304 UNIT TOILET � 502 — C TOILET x ROOM Q *1111. RODE •esu �—' X21 � � 1; oo DWELLING 111 �� UN T `, ' 1 DWELLINGDWELLING402 ■ I UNIT UNIT 1 STAIR DWELLING DWELLING Wri III�i ����� UNIT 312 306 STAIR UNIT r STAIR s • , 1 CORRIDO ����� 403 314 I AIR 30040 — DN DWELLING I IIy DWELLING 1.I UP COR DOR la UP 443 309NIT 307Jj/i. ,�;, DN ' J 11111111111it. MIL � � �'� I 1111111111111 DWELLING UNIT Emig $DWELUNG 501 I I I III I 1 1 4 1 KEYPLAN DWELLING — _ =111111U 303 I I DN I _ I I I I L — / V...........1Irrr� 11.........1rrrrr01" 1............_r rir� r / I-1 I 1 HI GUARDRAIL 7 MODIFICATIONS AT HANDRAIL GUARDRAIL AND HANDRAIL AND GUARDRAIL A300 LANDING FOURTH FLOOR MODIFICATIONS STAIRWELLS IN A300 THIRD FLOOR MODIFICATIONS IN A300 STAIRWELLS CONSULTANTS PLAN NORTH PLAN NORTH THIRD AND FOURTH FLOOR PLAN FIFTH FLOOR PLAN 1/8" = 1' - 0" 1/8" = 1' - 0" SEAL • 0 I •#(</ * -v 026726 0 _ _-- I —J ' 1-1I — — — — --i �\ (I /� DWELLING UNIUNIT X TOILET DWELLING 4 TOILET C Q 0 2O4 DWELLING PRIME CONSULTANT i[ 1 ROOM UNIT TOILET UNIT DWELLING DWELLING ROOM Q ROOM UNIT ., e ' ( 214 20021 Q DWELLING DWELLING _ DWELLING DWELLING 20020 202 UN — UNIT UNIT UNIT UNIT / 2026 303 % ° 212 210 208 206 G STAIR UP CORRIDOR C BUILDING: BOLDT HALL 727 UNIVERSITY AVE, ITHACA, NEW YORK 14850 STAIR STAIR •' •IDc ' D CORRI■. AOC CORRIDOR A 20041 UNITNG 20040 10042 UP 202A DUN DWELLING TNGUP ; `i I� UNIT DN 213 ��' DN /`. • i 302 �- DWELLING DWELLING DWELLING DWELLING DWELLING DWELLING UNIT UNIT UNIT I 1 UNIT STUDENT AND CAMPUS LIFE MULTIPLE DEFICIENCIES CODE REMEDIATION - PHASE 2A I,I UNIT UNIT `' 1 211 209 207 205 I 1 203PROJECT �� 301 � .111111161111 � � ,, �� DN I I I ��I`� DEL TNG in Imo'I 1 1 Imo' I r==1 ri I-1 I -i _ _ _ _ _ _ _ _ _ = 201 n r i r i1 /7" I --ti- A IBI PROJECT NO: 114475 CLIENT PROJECT NO: 106$9-1154 HANDRAIL AND GUARDRAIL THIRD FLOOR MODIFICATIONS IN A300 STAIRWELLS 5 HANDRAIL AND GUARDRAIL SECOND FLOOR MODIFICATIONS IN A300 STAIRWELLS - lb DRAWN BY: W. W CHECKED BY: B . C PROJECT MGR: B.0 APPROVED BY: D.W SCALE: AS NOTED DATE: 04-04-19 SHEET TITLE SECOND, THIRD, AND FOURTH FLOOR CODE COMPLIANCE PLANS NORTH NLA" SHEET NUMBER 8 ISSUE 1 SECOND AND THIRD FLOOR PLAN 1/8" =1' - 0" SCALE CHECK