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00 combined plans Malott Hall
Cornell University MALOTT HALL NORTH VESTIBULE REPLACEMENT SITE LOCATION - MALOTT HALL SEEiEY G.MUDD F9ALL 1018W KEY PLAN - ENTRY LEVEL PERSPECTIVE VIEW mlfl raPoraPoraPoraPoraPoraPoraPoraPoraPo xPoraPora � ....raPoraPoraPoraPora PROJECT SCOPE DRAWING INDEX T-000 TITLE SHEET ARCHITECTURAL A-000 GENERAL NOTES, SYMBOLOGY, AND ABBREVIATIONS A-001 SPECIFICATIONS A-101 DEMOLITION & RENOVATION PLANS, EXTERIOR ELEVATION, AND SECTION MECHANICAL! ELECTRICAL ME -001 GENERAL NOTES AND SYMBOLS LEGEND ME -101 DEMOLITION & RENOVATION PLANS ME -501 SCHEDULES AND HVAC CONTROLS GENERAL SYMBOLS LEGEND BUILDING CODE SUMMARY AREA OF WORK GROUND FLOOR/ ENTRY LEVEL The purpose of this project is to remove and replace the existing north vestibule. Included in the project is new storefront system, new lighting, card access, fin tube radiation, and new epoxy terrazzo. EXTERIOR ELEVATION 1 1 1 1 INTERIOR ELEVATION SECTION MARKER ENLARGED DETAIL CONSTRUCTION KEYED NOTE DEMOLITION KEYED NOTE DRAWING REVISION NOTE LINETYPE: EXISTING TO REMAIN LINETYPE: DEMOLITION f TO BE RELOCATED LINETYPE: TO BE PROVIDED 1 NEW APPLICABLE CODES 2015 (EXISTING) IBC (ADOPTED BY NEW YORK STATE) PROJ ECT SUMMARY THIS PROJECT INCLUDES THE RENOVATION OF NORTH VESTIBULE REPLACEMENT. THE WORK IS ALTERATION LEVEL 2. BUILDING LIMITATIONS CONSTRUCTION CLASSIFICATION: CLASSIFICATION OF HAZARDS: HIGH-RISE BUILDING: EXTINGUISHING REQUIREMENT: OCCUPANCY OCCUPANCY CLASSIFICATION: 1B NONE NO THE EXISTING BUILDING IS SPRINKLERED BUSINESS (B) FACILITIES ENGINEERING WWW.IPP. CORNELL_EDU ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 148534701 WARNING ITIS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSE 6 ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. J ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: rAP } REVISIONS 02!27/18 ISSUE FOR SO% CD REVIEW 2 comm. ISSUE FOR CONSTRUCTION EN) MALOTT HALL NORTH VESTIBULE REPLACEMENT MALOTT HALL ITHACA, NEW YORK DATE: MARCH 27, 2018 FACILITY: 2081 DESIGN: FE DESIGN DRAWN: JGC TITLE SHEET ARCHIVE BAR CODE T-000 10361013 CONCRETE REPAIR CONSTRUCTION NOTES: 1.0 OUTLINE WITH MARKING PAINT THE EXACT EXTENT OF CONCRETE AREAS TO BE REPAIRED IN COORDINATION WITH A REPRESENTATIVE OF THE ENGINEER. SOUND THE CONCRETE WITH A HAMMER TO DETERMINE THE EXTENT OF LOOSE OR DELAMINATED CONCRETE, 2.0 USING A MINIMUM NUMBER OF STRAIGHT LINES, LAYOUT AND MARK THE SAW -CUT LOCATIONS AROUND THE REPAIR AREA. SAW -CUT 314" DEEP AROUND REPAIR AREA AT SLIGHT END OF EXISTING WALL OR BEVEL IN ORDER TO KEY THE REPAIR AREA INTO THE EXISTING CONCRETE. SYMBOLS ABBREVIATIONS SCOPE OF WORK A. ! 'I!' /dr ''4 DOOR/ WALL - DEMOLITION 1 4 DOOR/ WALL - EXISTING A J & AND JAN JANITOR AT ACT ACOUSTICAL CEILING TILE ALT ALTERNATE LAV LAVATORY ALUM ALUMINUM LB/# POUND AVG AVERAGE LGMF LIGHT GAGE METAL FRAMING AFF ABOVE FINISH FLOOR M B MFR MANUFACTURER BD BOARD MAT MATERIAL BLDG BUILDING MAX MAXIMUM BOD BOTTOM OF DECK MEZZ MEZZANINE BSMT BASEMENT MIN MINIMUM MO MASONRY OPENING C MT'L METAL CG CORNER GUARDS CJ CONTROL JOINT N CLG CEILING NA NOT APPLICABLE CL CENTER LINE NIC NOT IN CONTRACT CLR CLEAR NR NOT RATED CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE COL COLUMN CONC CONCRETE 0 CONF CONFERENCE OC ON CENTER CONT CONTINUOUS OD OUTSIDE DIAMETER CORR CORRIDOR OPNG OPENING CPT CARPET OSB ORIENTER STRAND BOARD COURSE(S) CT CERAMIC TILE P +++- PLUS OR MINUS PSF POUNDS PER SQUARE FOOT DEMO DEMOLITION PSI POUNDS PER SQUARE INCH DF DRINKING FOUNTAIN PT PRESSURE TREATED DIA DIAMETER DIM DIMENSION g DN DOWN QTY QUANTITY DO DOOR OPENING DWG DRAWING R R RISER E RD ROOF DRAIN EA EACH REF REFRIGERATOR EJ EXPANSION JOINT REO REQUIRED ELEC ELECTRIC REV REVISION ELEV ELEVATION/ ELEVATOR RO ROUGH OPENING EPDM RUBBER ROOF MEMBRANE RTU ROOF TOP UNIT EQ EQUAL EX'G EXISTING EXT EXTERIOR SHTG SHEATHING F SIM SIMILAR SF SQUARE FOOT/ FEET FD FLOOR DRAIN SS STAINLESS STEEL FDN FOUNDATION STL STEEL FEC FIRE EXTINGUISHER CABINET STD STANDARD FFE FINISH FLOOR ELEVATION FRP FIBER REINFORCED POLYESTER T FT FOOT/FEET T TREAD FTG FOOTING T&G TONGUE & GROOVE TEL TELEPHONE G TEMP TEMPERATURE GA GAGE TOS TOP OF STEEL GALV GALVANIZED TV TELEVISION GG GENERAL CONTRACTOR TYP TYPICAL GEN GENERAL GL GLASS U C,WB GYPSUM WALL BOARD UEV UNEVEN ODORS W1 VISION PANEL UEF UNEVEN FLUSH DOOR N HC HANDICAPPED V.: HT HEIGHT VCT VINYL COMPOSITION TILE HM HOLLOW METAL VIF VERIFY IN FIELD HR HOUR HVAC HEATING, VENTILATING & AC W W/O WITHOUT WD WOOD 1.0 REMOVE EXISTING VESTIBULE. 2.0 CUT EXISTING SLAB AND TERRAZZO FOR NEW WALK -OFF MAT. 3.0 PROVIDE NEW STOREFRONT SYSTEM. 4.0 PROVIDE NEW WALK -OFF MAT. 5.0 PROVIDE CARD READERS ON NEW DOORS. 6.0 PROVIDE NEW LED LIGHTING. 7.0 UPDATE FIRE ALARM SYSTEM. ., DOOR/WALL - NEW ITEMS FOR DEMOLITION GENERAL NOTES REPAIR MORTAR OPENING IN EXISTING WALL 3.0 REMOVE ALL UNSOUND CONCRETE, AGGREGATES, CEMENT PASTE, DIRT, OIL GREASE, FUNGUS, 1.0 DESIGN, CONSTRUCTION AND SAFETY SHALL CONFORM TO ALL LOCAL, STATE AND OWNER SPECIFIC CODES, INCLUDING (BUT NOT LIMITED TO) THE NEW YORK STATE UNIFORM FIRE PROTECTION AND BUILDING CODE, LATEST REVISION, THE NEPA 101 LIFE SAFETY CODE, LATEST REVISION, ANSI A117.1 - LATEST REVISION, OSHA, AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THIS PROJECT 1S BEING CONSTRUCTED. 2.0 THIS CONTRACT REQUIRES COMPLETE, FINISHED WORKABLE PROJECT OF THE AREAS INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO COMPLETE, REGARDLESS OF WHETHER OR ALL WORK OR EACH ITEM IS SPECIFICALLY INDICATED ON ANY OTHER PORTION OF THE DRAWINGS AND / OR NOTES. 3.0 WHERE MATERIALS REFERENCED ON DRAWINGS, OR NECESSARY TO COMPLETE THE WORK OF THIS CONTRACT ARE NOT SPECIFIED HEREIN, PROVIDE BEST QUALITY MATERIALS. WHERE MATERIALS ARE INTENDED TO MATCH EXISTING, PROVIDE CLOSEST POSSIBLE MATCH, SUBJECT TO OWNER'S APPROVAL. ALL ITEMS AND WORK ON DRAWINGS ARE NEW, UNLESS INDICATED EXISTING. ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER, WHERE ITEMS CAN NOT BE REPAIRED TO A "NEW CONDITION'', OR WHERE THE STRUCTURAL INTEGRITY HAS BEEN AFFECTED, ITEMS SHALL BE REPLACED AT NO COST TO THE OWNER. 4.0 CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWING$ AND FIELD CONDITIONS, NOTIFY THE PROJECT MANAGER, WHO WILL REQUEST CLARIFICATION FROM THE ARCHITECT/ENGINEER AND PROVIDE CLARIFICATION IN WRITING. 5.0 WHERE EXISTING CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REMOVED AND 1 OR DISTURBED FOR INSTALLATION OF NEW WORK, CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES RESULTING SURFACES AND INFILLED SURFACES SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED ALL ABANDONED OPENINGS I e. DUCT/PIPE REMOVALS,ETC, AT WALLS, ROOF OR FLOOR TO BE INFILLED SOLID. 6.0 WORK IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK OF OTHER TRADES (Le. ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK I$ REQUIRED IN THESE AREAS CONSISTING OF REMOVAL 1 REPLACEMENT OF CEILINGS, WALLS, FINISHES, PAVEMENT AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM WORK AND RESTORE THESE SPACES OR AREAS TO ORIGINAL CONDITION. 7.0 GENERAL CONTRACTOR 15 TO COORDINATE WORK OF ALL TRADES. SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FORA PROPER AND WELL COORDINATED INSTALLATION. PRIOR TO INSTALLATION OF ITEMS, VERIFY AND CONFIRM WITH EACH CONTRACTOR EXACT LOCATION OF ALL ITEMS. 8.0 ALL PENETRATIONS (EXISTING OR NEW) THROUGH FLOORS AND FULL HEIGHT WALLS - IN AREA OF WORK TO BE FIRE STOPPED. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALLS TO BE FIRE & SMOKE STOPPED. GAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK, WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRE STOPPING INCLUDES BOTH FORM OR PACKING MATERIAL AND THE FILL, VOID OR CAVITY MATERIAL. PROVIDE AND INSTALL LABELING REQUIRED BY CODE. LABELS SHALL INCLUDE PENETRATION TYPE WITH UL LISTING USED, MATERIAL USED, DATE INSTALL AND NAME OF INSTALLER. 9.0 JOBSITE WILL BE CLEANED DAILY AND DEBRIS REMOVED TO CONTAINERS OR TO VEHICLE WHICH WILL REMOVE DEBRIS FROM CAMPUS. CONTAINERS WILL BE REMOVED AS SOON AS FULL OR WHEN THE PROJECT HAS PROGRESSED TO A POINT THAT A CONTAINER IS NO LONGER REQUIRED, 10.0 CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL AREAS USED TO BRING SUPPLIES AND EQUIPMENT INTO THE PROJECT AREA. ANY DAMAGE TO AREAS OUTSIDE THE PROJECT AREA INCLUDING BUT NOT LIMITED TO THE LOBBY AND CORRIDOR SHALL BE REPAIRED AT NO COST TO THE OWNER. 2• . ' •' •- • • '' MILDEW, PAINT, PREVIOUS COATINGS, FORM RELEASE, CURING AGENTS AND OTHER FOREIGN MATERIALS. PROVIDE SURFACE WITH AN AGGREGATE -FRACTURED SURFACE PROFILE OF AT LEAST +/- 1/16" SAWCUT DEPTH TYP.) I/ / i / / i / .I WALL - BRICK ams m►T�me s WALL -CMU 1 - . : - a I WALL - CONCRETE -' • _ a` ' - �' { a . `. ` . a4-• �+ a " 'CRS •._ :� _ ; : " «- • ` tl• $ : _ ` • q - ' ' ; , • -4 - • • : dr.NEAREST } .".-0 • _ • (3/4" 4.0 AT ALL REINFORCING BARS EXPOSED FOR MORE THAN HALF OF THEIR CIRCUMFERENCE, CHIP OUT THE CONCRETE TO CREATE A 3/4" MINIMUM SPACE BEHIND THE BAR. 5.0 REVIEW EACH REPAIR AREA WITH OWNERS REPRESENTATIVE. TALLY QUANTITIES TO THE 0.1 SQUARE FOOT. $.0 SAND BLAST EXPOSED REINFORCING BARS TO COMPLY WITH SSPC-SP 6/NACE No. 3,NOT "COMMERCIAL BLAST CLEANING." IF THE REINFORCING BAR HAS LOST MORE THAN 25% OF ITS CROSS SECTIONAL AREA (REFER TO THE FOLLOWING TABLE), THE REINFORCEMENT SHALL BE101TAG WALL - METAL STUD/ GWB I I WALL -EXISTING 101 TAG - DOOR -WINDOW TAG - WALL y 'I 01 TAG -ROOM # CENTER LINE -ill* A101 PHOTO REFERENCE Name Elevation AS_ LEVEL MARKERAREAS. COLUMN GRID MARKER 0' - 0" ELEVATION MARKER APPROXIMATE REMOVAL •° .. . 4 _ , " • r -' _ �. _ `a •"� - . • - _ . ,•. a - , -0_, - ° " ,: J • , : , TYPICAL REPAIR WHERE NOT MORE CUT AT THE EXTENTS OF THE SECTION LOSS, REMOVED FROM THE STRUCTURE AND A -SS THAN HALF THE PERIMETER OF THE MATCHING BAR SHALL BE INSTALLED USING LENTON LOCK BERIES MECHANICAL REBAR REINFORCING BAR IS EXPOSED SPLICES AT EACH END. THE ERICO LENTON LOCK COUPLERS SHALL BE INSTALLED ACCORDING TO MANUFACTURER INSTRUCTIONS. CONCRETE REPAIR TO PROCEED WITHIN 48 HOURS OF SAND BLASTING AND BEFORE SURFACE CORROSION BEGINS. 6.1 STEEL REINFORCEMENT SECTION LOSS TABLE • ,a .. . , SAWCUT PATCH LIMITS (UNDERCUT) • - - d _"- a e .- . : - - ,BAR _ ' PERIMETER 3/4" DEEP (TYP.) SIZE NOMINAL BAR DIAMETER (INCHES) LIMIT OF REDUCED BAR DIAMETER (INCHES)A ` P ' a ` 3 4.375 0.32 ;' 314" CLEAN AROUND - . _ ' _ APPROXIMATE EXTENT OF REMOVAL AND PATCHING INDICATED BY HATCH 4 0.5 0.43 EXISTING REINFORCING (TYP,) • ` : - = • 5 0,625 0.54liff • s 4 = ` ' t- • ' - 6 0.75 0.56 • •' • ' �a I COAT EXISTING REINFORCING AND CONCRETE WITH BONDING AGENT/ 7 0.875 0.76 EXISTING CONCRETE .'" CORROSION INHIBITOR 8 1 0.87 d '• - .. ' 9 1.125 0.97 . ': , EXISTING SPALL OR DELAMINATION 7.0 SAND BLAST EXPOSED SURFACE OF CONCRETE. INSPECT CLEANED CONCRETE AND REMOVE -- l•; ,.. a • ;. _ _ - --� PROFILE LOOSE UNBONDED AGGREGATE PARTICLES. VACUUM REPAIR AREA TO REMOVE REMAINING LOOSE DEBRIS. . • :.• ' a' . • •. : r -- . ; , .• ' , ' - = `' e tl • r, ' - �,•- - - 8.0 WET THE CONCRETE SUBSTRATE WITH CLEAN WATER FOR 24 HOURS TO ACHIEVE A ORIGINAL CONCRETE SURFACE SATURATED SURFACE DRIED CONDITION WITH NO STANDING WATER. APPLY SIKA ARMATEC 110 • - �. ;.'- ; ,. : • • - "_-� " _ °, a,. J',: 4•_ - . $ - -'- - - • ' ° : :` f..•. :e +. - - ` Epocem CORROSION INHIBITOR AND BONDING AGENT TO CONCRETE SURFACE AND REINFORCING BARS. DN ELEVATION CHANGE ARROWS UP -/\/-BREAK LINE a _ ANCHORED TO EXISTING CONCRETE LB/UNIT}. THE AGGREGATE MUST BE NON-REACTIVE (REFERENCE ASTMC1260, C227 AND �' • .:..; • ';� a ., ; -.- .s .._ ,-• -4 - - - - - - -•` ° ".. WITH S.S. ANCHORS AT 12" O.C. C289), CLEAN, WELL -GRADED, SATURATED SURFACE DRY, HAVE LOW ABSORPTION, HIGH DENSITY AND COMPLY WITH ASTM C33 SIZE NUMBER 8 PER TABLE 2. THE REPAIR MORTAR FORM AND PATCH CONCRETERMNOSING MUST BE MIXED, INSTALLED, FINISHED AND CURED ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. 9.1 NOTE: IF THE PATCH AREA IS LESS THAN 1" IN DEPTH, THE REPAIR MORTAR DOES NOT REQUIRE 3/8" AGGREGATE. 10.0 APPLY CURING SYSTEM IMMEDIATELY AFTER FINISHING PATCH SURFACE. CURING SYSTEM SHALL BE TWO OR MORE COATS OF DISSIPATING LIQUID MEM BRANE-FORMING CURING COMPOUND. �* �* TYPICAL CONCRETE REPAIR DETAIL REPAIR SCALE: NO SCALE FACILITIES ENGINEERING WWW. IPP. CDR NELL -EDU ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 WARNING ITIS A VIOLATION OF NEW YORK STATE LAW FDR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHRECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION ALTERED BY' FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. J ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: rhP Imo• REVISIONS 1 02t27f18 ISSUE FOR 60% CD REVIEW 2 smanui ISSUE FOR CONSTRUCTION MALOTT HALL NORTH VESTIBULE REPLACEMENT MALOTT HALL ITHACA, NEW YORK DATE: MARCH 27, 2018 FACILITY: 2081 DESIGN: J. COOLBAUGH DRAWN: JGC GENERAL NOTES, SYMBOLOGY, AND ABBREVIATIONS ARCHIVE BAR CODE A-000 10361013 SUBMITTAL REGISTRY SPECIFICATION SECTION TITLE CATEGORY 03 54 00 CAST UNDERLAYMENT PRODUCT DATA 06 10 00 ROUGH CARPENTRY PRODUCT DATA 07 92 00 JOINT SEALANTS PRODUCT DATA 08 43 13 ALUMINUM -FRAMED STOREFRONTS PRODUCT DATA, SAMPLE, TEST REPORT, CERTIFICATION, SHOP DRAWINGS 08 71 00 DOOR HARDWARE PRODUCT DATA, SHOP DRAWING 08 80 00 GLAZING PRODUCT DATA, SAMPLE, TEST REPORT, CERTIFICATION, SHOP DRAWINGS 09 26 13 GYPSUM VENEER PLASTERING PRODUCT DATA 09 66 23 RESI NOU$ MATRIX TERRAZZO FLOORING PRODUCT DATA, SAMPLE, TEST REPORT, CERTIFICATION, OPERATION/MAINTENANCE MANUAL 09 91 23 INTERIOR PAINTING PRODUCT DATA 12 48 13 ENTRANCE FLOOR MATS AND FRAMES PRODUCT DATA, SHOP DRAWING, OPERATION/MAINTENANCE MANUAL 09 66 23 RESINOUS MATRIX TERRAZZO FLOORING PART 1- qENERAL 1.1 1.RK INCLUDED: A. Ftgraishineceriary material, labor, and.ia uipment:r uir :.to prom, 4eskinatedarea :end. install a'Thiii t' ppv.,y, Terrazzo FlOoring System,. 1..2•: RELATED WORK A, Drawer end general proVielonsPf contract. IncluOing General arid:Spec ContlitiOns and philaigh.1, excepting special Submittal endQu i Aseurance..provis ions ihiesection QUALITYASSURANC,E A. Martursoturees Ctua I tions Obtain Thirkettpww Tod Flocring Syttern rn OIs in a singiernartufacheer with a:. riatli .rurm.Oft (19):Y.684 rfi oe provading maths alt. if the tYpe sPacified in @o . NTRAC.TO1 1UFIC,ATi3ONS Inssrtallaition must .... ` Qr iedi.: .. a. rrierfUfattuter appitiOd.oentritOter With tkdI d .:nieCtienidS h.'i t,t s t n.:tlir e:y r :tics ex r nce l the l.n. ati of voteri at wed In thia.secllerk :and :reusit.he ep meed wd1inrg byt °the manufacturer of the ThIn 1. Epoxy :Tiro.Flooring- y rri,` aoninseber mustbe irr1poci lotindirig with t Naiion `Term . os Assoc'a io and :tWee&Oast ttinWOrtiferitatternpaa scope and comple xis and ofet.teast 1% Otai, were footage of this p4ct.• C., FLOOR ItyST THICKNE_SS:.VI IFIATION Ater rter*t, B r an. and.:u det.his rp elonith.e.obritrir tor' le : rr Il tare& (3) 1 r n - .;par 1 q 1st through tha system into: the :ta,ver . p r :thele s,. Coareas less than specified ..#I<'crtees shall :be'removed _arid reOaced or Incnaased. . td n r by theinstalling .pontmcioronj mariner tthat errs affept,tfle0erfOnmence oriniegtity L ii Stan .Cotedareed4hichterriply •►I i. the ..rei itirriandedejr staph eSS sh :be; Wilt, Old Match 'the Surrounding surface el Boron prig to..a i g :ilk seal .pcge), .COres taken and WOO*III :be:. .ticeaWe: therefore, 'o"shoObe take ".t are -where.a thetics ate le* chi, cool es aeiate th:r~ lr.s ass area* ..104.pptrpty wiUi We atic thi ss: the b b ty of pias a iia t 1.4. WARRAl . 'Tire ca rtreator.;an tie. MenWealth. . all fn nit& :aStandard guaranteed IliaEpoity Terra o .Flood°: syotorn.for a. period of One.. year: after istatlati ; Theabor arid material guarantee hen initiode.loes: Ijond eraof bondwe tl gh the onrete substrate the:Conon:ft substratefrom ncirrnaiose.. Ft Not .ir d. in the, warranty,. are damage doe to etniettoll demon deficiancies inthi ir, buf not Ilmited tax slab. cradking . later* vertu o€'nal movement, and. gottging or dither damage e e .f tom; mer equipment:, dela*. iatiOri Ca.usoi by vaPer. .transr inion, Acts' o God ;o Ir tarps" efemar1ts beyond thesbope melon elf tits. stem nor: rtioaa`r 'related t t the Systern mateartaia. C.:In case d'..a. rally :c airn, the : v ilial 'r y.lhe.:ri aid ii r and .eonriti or Iiia: Within '3s days. a .the ire .e of p. rabl� dovet. :r l :'th15.ii :.The ownowwill fresf :ktpd unencurribered. : during normal working hours fOr warranty rework.. Property proteclk n:is also.tbe oer's re nsibillty:.# emedy s.Elrnit .to'dir rr pair: . o .. tl: �Thiri•eet:E yTe1-ra :E leoririie : rr: A. Sy .Date Submit ca . ma rer's e ions. �� r�red ,;$ysta.end ir1l :components...of the Thir Epoxyeiri aFk oring..Syst , Inc Ind *Oval PrOOittlie and pa TorrriatiOe *Parties and teatid Abed in part.2;01. :and su it Material] Safely Data:.Sheets Ea ii Mdu .: coffin of the system will 'b > 1 ted u ths.bliarii eV these tan a .: any e. t not 0 ::int ; rnen ctu rer's.standard: nationally published dam the. r> nufacturer'r u.s upply tele a s g. d1 accompanied: by.'.the independent'.. testingIaborat 's: test results vwiath due compliance:. atcordarte V.itf: tthe ra r"en :ti dwd(s)..Funi€s . tai ( :sa ;Or this idoitiation, Manufacturer's c r Ghaart . shalt.:al : be 'suk t ,d end...trust :fir tie ownelr eseteCtion fronli ata stfix (6).stenar cap: and Ip om oo10 higiti:hitv.Oh0I av lable.r ori ia :Fifiniah..ts+r :.(2):: ..Of:this:i ... B. The, 'contractor s aan soba a .6'.'lx: r r . t i . rnppe which. the. contract .' ..r Ode r yentication ppmpla.eg, m101101:0, re:a pro 1, Cntrac to i- F pl ence. .The'ociatecztorlitlatt hirtik0a:I 1 OrProieCteusing either: imd materksi"Or egOivalentlhat they. titvidi installed during the last - three p) y s, infarniatien alien include: pie ct narneOgrieare footage, owner dohtaCt Minewith owneis.i d :and potio.nuMbit6 Also 'eontractOr°thaI :fignicla xieS: clatea9 the 0.16perience:.0.1W mittOt. iaersormi including stIPervisgra..ar1'd. mechanics, , t : •f `Ise the ifl n: UO this' Station to prOVIde the p eta :at mad. S.uhltittitor "+Orel. los considered 'only: stien: r ivied .by the Architect, ; Engi oi' l .Professional through a. bidding Pnme Orlracto..atleast ten4ay. prior -'to t ;data set for receipt:of bids. tirr r l . .: goy such •shbillissfon; :tlr►e itOdhlibMkErigineer.Or-Desigh l' f kr n L w1li: r e ut tier of .no 1t .. robteed`Pit-duct ailtial; li+ the event;the Arthitact,::ErigineetAJ.eJa4' lleeign i of ianl� deterinines that a propertied. SWOT`F$ an' appalheWill ire aaa .a rift .ar l In ' all udders at least. 48 hon 'prior to reoett if bids., No substitutions be tonside *or CQ r Ct WIMP, E The contractor ' as t `Stihrtita copy -Of The nienUfatturerl peOldrig slipitagged for thisapedlit. tem, along with :Pal Iatcr nee r.of:#h pinus' m ria!suPPlier 00111011strabrq that the quantity of material furnished :ler' the :prolect,will achieve the apeerste coi.mnag4,1§,nd roil: thickneSs, 1 6: lilll Ti (AI..;PELItVERZ itikiputim AND S:TOR GE.' . prorsat* system : Metert& .sh : be . delivered In the .manufa rerr.'s : tar area d, : Unopened.Containers; Eact container Shakily: clear Marker with. the fpk i . I Product: r ). and fNu ler(sl 4 n i cturer'S r rie 4.Corrrp rit. t ilgn bn (A. Siete.) M1 RatAr. G1 EMTREC EMergelicy ReitOnte infbiniatiden. Pry equipment: and sonnel. to handle the Ile: 1 + methods 106Joh, pr vent die:. C.`'The; Wit• :opiriptly Inspect direct jobette-niateriel.derrveries to saw they aialr fles, e r c.L.co rnpjYw fti rePirernenta:and are nOtOgrflagaid5 C . The contrattor. shall b it : for `rri la 10 0 d k ttiTi, Ittid haOA t nspli , at his, oWn expense., Ouch ma alt:°tl :s ,sound .to be, defece:tn -manUfacture:or that have become damaged:in trarisit,,handing or stoe, E. Store material* Ii aceardance Witt rriartifacturer's instructions, `vdthseale intactrange, :slid tails inta'end i ible Maain aun l.emp. _ res within : r ` u .d sem "e: Imo:. at ` MalariaIt whiOnpaleed the man the Thent4e0grefo rnoximum recommended shl f•hi ,. 1.7 ,10000ND.ITIONS A: The, conte .shalt vlikthajcOsibs..prior to 'a Ile: installation an of the -Thin let Epoxy Terrazzo Fl ri *Mamie evalyzite,substrate ooi`sr ions. in: ding ,substrate. Imre transmission tranSTriiiisitot gouty and.. so :. :Creeking,.. and the extent of rapah ceded. irlo t3> iinperfettione sfia l : I r Irl only Il r'rr nicsl pr aI o of tie substrate, *slaw preparation Royale moa: OvettecObosieciuiring r ir.. owV0e.:sitlbelmtahall E levied tO:vertfy that: the:rrrpi rain 000 0** :. :the ,001-trOtO 0,0ei 040 .theEpoxy Tsar s Aooiing � n r '•recom end 1%� . �t :a itad. With *air; bng and rernedlation of:the sobsi to are the: responsil : the prOiderof tkre:si sera :." 8 '`e cantractcr:,sold exertioe carecare..dOringettiface plraton:'and steam 1datioa° to :prat eUrreUnding. stibattales and surras, as.vasa lt.:.as err ata: equlpriciert: The" a ntrai rr:shall prepare' the. substrate„ .1aliettieeand. .00nth'le$:: see Tl t. l ,a0tekred :by: ..grit blasting, Mane psalm :achieved.shellhe. :s r' to medium gritsandpaper and feefrom bond. to rim: Cr S. fids tolarentes 'ere sPisdtedin SW** c : adet) . (#taCCortfartori With ;ACI .302)_ Each drams :In ti :insstailar l r. are. must : working.. and rosoor loworad to ;the .actual . hniahed'elevat on of theThin.set Epoxy Terrazzo Flooring System D. sy i :taust.p ed:by:1Je..i; ne lC01 rOcIr :e;... t :tell: item,:ley the it ll ling orttraclor.untli. irtspected land turned wer to the own E. The. mitilmiint slab. larnperattes .mus be.:Conditioned to 60 degrees. F before. commencing itnstail rr,; Duran instolladort aandxfor at least :72 urs after installation* complete,.: The substrate temperaturemust be at least 5: rt 'F. oath the; dew point during installation. F Maintain:lgi atininirnurnbnifOrmlevel Of 50 er Morcitict:ciandfcein areas where. the Thin -set. Ep Terrazzo ,F{ rt 'System 1.0.,beincl ositoed Itis the r ornniendation of the, :rt nufaciur that thepennanant 101ing be.' in , piace working .duilng. the installation. G. Leaks from pipes: and 01.* sow= musts cortected ;pis ' to the Ifl Nati ofi Thirkaat.Epoxy T rf F1b ng S.yets& PART g w;PRt]p.uoT3s Z.O.. t .Matatials &. ;,G rat ... mom.: T lect: ,plion 1':or 2 ice:. �: ...� ...:� ,..:,.. )... inaatnufecti .b Buse- ilikto . •0PTIO .1:.lwltlh Ci ck Bridsgll g:: baa al 1e'i`ba..Th t 17.4)0 01 Tare flooring Systern. skis it :be #11.00. Epoxy.'Thin-set .Te razzays m with . F1exGr1d .• Cry Brldgthg Maribrane, consisting of 3555 EF> FLEX Terrazzo Membrane,0:4 :.F6erffiass. S Ora,..5520 . Epoxy Tarraizo Maw as Ihee: biridQrr r 5270 Fnasus; #0, if arm its2" Marble Chips (#2 MOM C,1 ip for a sit S,1ts:teem 0,: 52ctE.q oxyr: T a o Matrix as Groui...•aid 4401 Terrace Wet La i .$041e.o 4502' ikOire•(~ems. ): s seal Oat, The Li ll `sy m thIcknesS Will l r- rtonlina L ., at7RTtlrillr ./, T Thi set 404 Teirarte flooring Syasste n as ferinotated °lid. SenetAt Polymers 0101134e #11: :g0OwThinfoet TeriazzO:wit 3579 P strati Pa i r, 3 ate. : Terri Maati x.ae Ole hind : s in, 70 .Epoicy PI r„;#0, ip Marble Ohips 0010. C/Jos fpr a "., ...o r+ . 3520: poxy. Terrazzo: � wind '01 Tearraa Weak* milk >S r O .42 .A ? eia onaas . e mil tea Oput; The tel System: thicknoS voNthelfr.notrilnat. 1. Terrazzo.:Base.Firorertin Maoaishall. bp: fl a .:pe as..r °rn *ram tIeld..ohd..place& at ttme OfterrakZo door •instaNetior EI F P1Ci : Pal 'YSI AI..:P OP TIE$ @,73: bel Oitg . F (400., S .OTII E W SE NOTED) Typical Phi/Meal: Properties Ahad r` Rist„ Color My custom color niatohiny rail on ra,sr+a>tit Able :to match INITMA and TTAC Fg corm r)n sr ?i1pHa@� Hardnesia,:.85165 Shore D Alm > 4U q Trprsssiv! Stre th ASTM 0:695 10,0g0 pal 68;9 MN Tensile Strength ASTM "D 638 Flexural ASTM 0790 le,IModulus TM. D 790 l::R Abtaaion is ASTM U +60 liVater AbsorptiOn ASTM D 5 Criti6ed.t i"IanI.FI it. ASTM t.640 Indentation MIL 313+: J lvli o,si;4..: aea.. aJ,4:3 RestErta rite* to.E ed tTem ratures Slip 1S: Thema! POeflic4ent of:LI near.ExpansiOn ASTM D b$6 as TM Mort r Systern TM i = Rooth only 0004%1 4,S00 al 500,000pol 300 psi 'fete 70490 milligrams lost `20;i' MPa 'al. .101Pe 4:MPaR i i tthotandv E^ ttAl i, Foo, p} a f !g, delami nation or.Chipping No 'slip .or :gat: req w F peers :.c .1 :. degrees >F MetiteADA Standandel alar) 25x'1 : 2a• Wirt Cliff :.:. .. A. Tl : d> ' . :oggteg> " it i 't#y. S e : rate, 8.: TyoicaI. yarie al•Prri ret ' fA:Srix : t¢o a o ni to with NT1alA:radationstenderds 1.0.Abresion. r istari :tutus+ testi: acobi sir tco ASTM C • 131 shall d 40aloloss. '3.0-2,4hourrabsorpilon:sh>efl vt; ed .75%:::. :4 Q'Chipal sexed' nt ..no foreign: Metter • a:0.Dust c aha i t : l s;than:::1%.by weig.hl 6.0: Chips:OtialrAhow: l : 't a :according.to ASTM C:6726e.111Ea:1 .. 3 Fiore stros A. the. c arts of design la.tilanhattati.AineriCan 1 k$Vpe,ahallbe L angle angle...divider strips ca'E! zinc er ,hresearid of lected l ge PART'S -,IAC ON ; .tiii.r.rface !reparation A. For the Ins tions reOrdi paratien oaooi :SUbetratta4Onsitilf lnetti.i6ticin for COl e: asrr Pre rr fl (F f). la. INSTALLATION General Applyeach, component; of the T.hineet Epoxy 'Terrazzo floorog : s at, Ira c„or.rip.torpowith manuifeeturer's .wren inetaliation stir tieris: and Strictly. adhere-. to. mixing, and installailen rim ads•i. *oat: wirdoWSF. coif*: 'tines and •erg sirs rr rtal: .reetridliarie 'ilk Thin -Set:- CPC* Teals FicOring .SYS1ern1010 be inehalled -dreCtiY. Weir non rti ng t> jam. oti.olides have b' tt: yikh .0,0;-FLEit end the TI.Oivast q'pol5y Terrazzo Flawing Sy:vi eintinate atthe edge of isolation a a�vi joints as designated the,A€ Erigirre'caii: Deign Pfrofeeilenak Integiral : be ,s A r initalleekiighen& specified •1 drawings. 'Allfir' pr tion, eva luabo.n guaritlW: d:. auk`. racks In ccncr'ete : .00ent:r1ine tbe rrsearded rehears. Drtgli Ibid assumes .repair. and truant of 15 linear feet .:.Of tradics and . joint's .Additi l teetnientlitorieldered:ei ii .a d rioa 'be l on ..e..per.(ir. atr i t. baaie, For:. irifOrrnatiOri. perieirring tO t e::treaInteht uI cry ovn€ te.:: .stratdea,.: Wit. Maanufeesturer's publicatiOn, is rete 1 i3Z.: CONTROL. JOINTS: • , ri . a ur naa� araeOf.:(tri. daferinitiedby owner linear. of.:Crack* and controt.joints. Addittionahreatment. is .redexcessive and: mast:: be bid on a: per lii ar fejt baels Foe-: Ormat :pertaining :to ;the: tr.neat Of' contra Joie: In : concrete Substrato* t is Olt Manufttotirei p ioati , Concrete:103. . 1$0LATION/EXPANSION AND OTHER JOINTS SUBJECT TOlEi OVEMENT Atl.expansion jointsmutt be honored thrash the flooring ,system. For Information pertainito the above, consult Manufacturer's Ptiblicatiort=. Iva .1t6. E. MEMBRANE 3556 EPO -FIE: Two M mbrerie= FS:*44.oz•FtherglaseScrtrn F. 'System lam. [reruin rd>err. use.CrackBridginti Monibrang 3579 Peiniftting Prirti r C . M4.ORT gpoxy..Terrazzo Matrix as itie. p min 5270 a . #'i. and 4/2 Marble f iips 4 *ore coos ifor ft: 3' eiro Eld.. GROUT COAT 3520 l puor TomizZo Moirtt is Se I C9. .401.0P.i.300 POO 44e1.1 Terrazzo Wet. Look Sealer;: or 4;•tel& 3:3.. "WRING, CLEANING .AND, PROTECTION A, 04re ttie Thin4ittt 410)q#'.Terr Fkodrng •System...n t . Eltx pIianc tvypilOgtoror'l dare,cOon.s I ki c to.;p€cvcnt: ntanrinatlon n age . the test lle.t and prior to copipjatiOn.af the ging process, B, Protect the Thin t EPOo Terrain Flooring terrairent dam- eg .sand ilaliear diaartirrg:sulla : ply:.'sof the: ::0000101: using'terr ' £> t: * •re nal W.:e. rraranufaa r; if required.. :Renneye :Reinteopprary.acoyering just:. for t f i ptton=. C Gans: ttie Thin Epoxy Terrazzo. Flooring S t j, t:prior toline inspeslon, using Materfale and pru s suiiabiia:to . m. sari° :ciballOrt,.welt. affect`: the .ci car, gietta, ar tCAAof your pol.ynioe. nodr sj.irta**. To determine :,1 cleaner .will 'perform fitst.'tom ,rpt'.cl r, :in a:small..area,; utiOn g your. plean :.;teqbnicivoi. Tb#s precapPlop'ixrltl der i era .t effect ..Of 7ycfpr*toner are uklquee tF' no: eilslbetkx s. a aarcts are'obsinied, samba with the Procedure. if deleferibits omits o ur modify the, ceatung..materla ` xor- ced d.. for re=o6tiitiiiniatioits.rigoOdinktyped CIOl ; contactcongaegt*Thinset Epoxy Terrene'Fto : Syste n • rt lufae er END •4F SECTION - BASIS OF DESIGN SPEC PROVIDED BY THE SHERWIN WILLIAMS CO. GENERAL POLYMERS INDUSTRIAL FLOOR SYSTEMS FACILITIES ENGINEERING WWW. IPP.00RNELL-EDU ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 } WARNING ITIS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTF ED, THE ALTERING ARCHRECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. J ARCH/STRUCT: Or CIVIL/ENV: ELECTRICAL: ric. MECHANICAL: } REVISIONS ISSUE FOR 60% cc REVIEW 2 ISSUE FOR CONSTRUCTION MALOTT HALL NORTH VESTIBULE REPLACEMENT MALOTT HALL ITHACA, NEW YORK DATE: MARCH 27, 2018 FACILITY: 2081 DESIGN: J. COOLABUGH DRAWN: JGC SPECIFICATIONS ARCHIVE BAR CODE A-OO1 10361013 NEW PLASTER ON EXISTING CONCRETE NEW LIGHT FIXTURE NEW 2" x 4 112" ALUMINUM STOREFRONT SYSTEM, SEE SHEET A-601 FOR MORE INFORMATION NEW ALUMINUM DOORS W1 CARL] ACCESS (OUTSIDE DOOR ONLY) NEW WALK -OFF MAT, SEE A-601 FOR MORE INFORMATION NEW EPDXY TERRAZZO TO MATCH EXISTING COLOR AND AGGREGATES CONCRETE PATCH (3"+/-) 1 T r� c 4 &, .a- SECTION AT VESTIBULE SCALE: 1/2" =11-0" REFER TO A-601 FOR STOREFRONT INFORMATION EXTERIOR ELEVATION SCALE:1/4" = 1'-0" A-101 DEMOLITION KEY NOTES DESIGN NOTES 1 REMOVE EXISTING STOREFRONT SYSTEM. 2 REMOVE EXISTING VESTIBULE AIR LOCK SYSTEM IN ITS ENTIRETY. INCLUDING DOORS AND ROOF SYSTEM. 3 REMOVE AND RELOCATE EXISTING KNOX BOX. 4 REMOVE EXISTING CEILING PLASTER FROM OVERHANG/ SLAB ABOVE. 5 SAWCUT EX. CAST STONE (HORIZONTAL SURFACE) AND REMOVE 6 AREA OF EXISTING EXTERIOR CONCRETE REMOVAL, EA. SIDE (3" DEPTH +/-) 7 AREA OF EXISTING STONE REMOVAL (3" DEPTH +/-) A-101 RENOVATION KEY NOTES 1 NEW WIDE STYLE ALUMINUM DOORS. SEE A-601 FOR MORE INFORMATION 2 PROVIDE CONCRETE PATCHING, SEE DESIGN NOTES PROVIDE CONCRETE PATCHING, SEE DESIGN NOTES 3 NEW 2" x 4 1/2" STOREFRONT SYSTEM. REFER TO A-601 FOR MORE INFORMATION 4 NEW TERRAZZO, SEE DESIGN NOTES, COLOR AND AGGREGATES TO MATCH EXISTING 5 NEW WALK -OFF MAT, SEE DESIGN NOTES NOTE: "A" IS 10% THE LENGTH OF WALL OR ROOF PROVIDED THAT "A" IS NO LESS THAN 3 FT. ZONE 3 ZONE 1 ZONE 6 ZONE 4 WIND CALC SECTIONS SCALE: NO SCALE r♦ 16' - 8" +/- 1'-5' 1 � 3' - 9" 3'-2" 3'-2" 3'-9" ALIGN NEW STOREFRONT WI FACE OF EXISTING AL Al AL Al ey x X r - r 30002 x x z RENOVATION PLAN - ENTRY LEVEL SCALE: 114" = DEMOLITION PHOTO SCALE: NO SCALE FACE OF EX. STOREFRONT ALIGN SAWCUT W/ EDGE OF ADJACENT CAST STONE AREA OF TERRAZZO REMOVAL (3" DEPTH +1-) DEMOLITION PLAN - ENTRY LEVEL SCALE: 1/4" = 1.0 GENERAL 1.1 THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND CITY OF ITHACA. 1.2 VESTIBULE WIND LOADS V=120 MPH RISK. CATEGORY III COMPONENTS & CLADDING (ASCE 7-14) ZONE 1 = -52 PSF ZONE 2 = -81 PSF ZONE 3=-111 PSF ZONE 4=36PSF ZONE 5 = 6+5 PSF 1.3 REFER TO WIND ZONE DIAGRAM FOR WIND ZONE LOCATIONS. 1.4 ALL MEANS AND METHODS OF SAFELY REMOVING ALL EXISTING CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1.5 THE CONTRACTOR SHALL EXPOSE AND CONFIRM ALL EXISTING CONDITIONS AND CONTACT THE ARCHITECT OF ANY CONDITIONS AT VARIANCE WITH THOSE SHOWN ON THE DRAWINGS. VERIFICATION AND NOTIFICATION SHALL PROCEED PRIOR TO THE START OF WORK SO THAT ANY NECESSARY CHANGES CAN BE MADE WITHOUT DELAYING THE PROJECT SCHEDULE. 2.0 TERRAZZO 2.1 THIN SET TERRAZZO SHALL BE A 318" DEEP SYSTEM. BASIS OF DESIGN TERRAZZO SYSTEM IS GENERAL POLYMERS #1100. 2.2 REFER TO SPECIFICATION 0966 23 RESINOUS MATRIX TERRAZZO FLOORING ON SHEET A-001. 2.3 PROVIDE TERRAZZO SYSTEM SUBMITTAL FOR REVIEW AND APPROVAL. PROVIDE SAMPLE MOCK-UP FOR REVIEW AND APPROVAL FOR MATCH TO EXISTING IN COLOR AND AGGREGATES. 3.0 STOREFRONT SYSTEM 3.1 STOREFRONT SYSTEM SHALL BE KAWNEER 451T OR EQUIVALENT. 3.2 PROVIDE STOREFRONT SHOP DRAWINGS FOR REVIEW AND APPROVAL. MANUFACTURER SHALL PROVIDE CONNECTIONS TO EXISTING BUILDING WITH CAPACITY FOR COMPONENT & CLADDING LOADS. SHOP DRAWING SHALL BE SIGNED AND SEALED BY A NEW YORK STATE REGISTERED PROFESSIONAL ENGINEER. 3.3 MANUFACTURER SHALL FIELD VERIFY ALL EXISTING FIELD CONDITIONS DIMENSIONS AND ELEVATIONS. 3.4 DESIGN TOP TRACK FOR 3/4" MAXIMUM VERTICAL DEFLECTION OF CONCRETE SLAB. 4.0 WALKOFF MAT/ GRID 4.1 WALKOFF GRID SHALL BE PEOITREO G4 BY CONSTRUCTION SPECIALTIES OR APPROVED EQUAL. 4.2 PROVIDE STAINLESS STEEL PAN BELOW GRID. 5.0 GYPSUM VENEER PLASTER 5.1 DO NOT APPLY VENEER PLASTER WHEN SUBSTRATE OR AMBIENT AIR TEMPERATURE IS LESS THAN 50 DEGREES F NOR MORE THAN 80 DEGREES F; FOR 24 HOURS PRIOR TO, DURING OPERATIONS AND AFTER. 5.2 GYPSUM VENEER PLASTER: 1. GEORGIA -PACIFIC GYPSUM LLC: WWW.GP,COM/GYPSUM. 2. NATIONAL GYPSUM COMPANY: WWW.NATIONALGYPSUM.COM. 3. USG: WWW.USG.COM. 5,3 MATERIALS A. GYPSUM VENEER PLASTER: ASTM 0587, MIXED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. BOND COAT: ASTM C631, VINYL POLYMER TYPE, BONDING COMPOUND. 5.4 EXAMINATION A VERIFY THAT SUBSTRATES ARE READY TO RECEIVE WORK. B. VERIFY MASONRY MORTAR JOINTS ARE CUT FLUSH; VERIFY SURFACE IS READY TO RECEIVE WORK OF THIS SECTION. VERIFY NO BITUMINOUS OR WATER REPELLENT COATINGS EXIST ON MASONRY SURFACE. C. VERIFY CONCRETE SURFACES ARE FLAT, HONEYCOMBS ARE FILLED FLUSH, AND SURFACE IS READY TO RECEIVE WORK OF THIS SECTION. VERIFY NO BITUMINOUS, WATER REPELLENT, OR FORM RELEASE AGENTS EXIST ON CONCRETE SURFACES. 5.5 PREPARATION A. CLEAN SURFACE$ OF DUST OR LOOSE MATTER. B. REMOVE PROJECTIONS GREATER THAN 1/8 INCH AND RLL DEPRESSIONS GREATER THAN 1/4 INCH WITH LATEX FILLER, C. APPLY COLOR TINTED BOND COAT TO PREPARE MASONRY SURFACES WITHIN 24 HOURS OF VENEER PLASTER APPLICATION. APPLY IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 5.6 INSTALLATION A INSTALL GYPSUM VENEER PLASTER IN ACCORDANCE WITH ASTM C843 AND MANUFACTURER'S INSTRUCTIONS. B. AT ALL LOCATIONS: TWO COAT APPLICATIONS. 1. APPLY BASE COAT TOA THICKNESS OF 1/8 INCHES 2. APPLY FINAL COAT OVER SLIGHTLY GREEN, ALMOST DRY BASE COAT, TOA THICKNESS OF 1116 INCH. 3. TOTAL THICKNESS: 3/16 INCH. C. FINISH SURFACE TO MATCH EXISTING ADJACENT FINISH. 6.0 PAINT 6.1 CLEANING: BEFORE APPLYING PAINT, CLEAN THE SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR THE BOND OF THE VARIOUS COATINGS REMOVE OIL AND GREASE BEFORE CLEANING SCHEDULE CLEANING AND PAINTING SO DUST AND OTHER CONTAMINANTS FROM THE CLEANING PROCESS WILL NOT FALL ON WET, NEWLY PAINTED SURFACES. 6.2 MIX AND PREPARE PAINT MATERIALS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. APPLY PAINT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. 6.3 CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR ALL PAINT PRODUCTS. SUBMIT COLOR SAMPLES FOR REVIEW AND APPROVAL. 6.4 PAINTS AND COATINGS: READY MIXED, UNLESS INTENDED TO BEA FIELD - CATALYZED COATING. ALL PAINTS AND COATINGS SHALL BE OF PROFESSIONAL GRADE. 1, SUPPLY EACH COATING MATERIAL IN QUANTITY REQUIRED TO COMPLETE ENTIRE PROJECTS WORK FROM A SINGLE PRODUCTION RUN. 2. DO NOT REDUCE, THIN, OR DILUTE COATINGS OR ADD MATERIALS TO COATINGS UNLESS SUCH PROCEDURE IS SPECIFICALLY DESCRIBED IN MANUFACTURER'S PRODUCT INSTRUCTIONS. 6.5 PROVIDE INSTITUTIONAL LOW ODORIVOC (OVER W.B. PRIMER/SEALER) GLOSS LEVEL 3 ("EGGSHELL -LIKE") AS PER MPI APPROVED PRODUCT LIST. 1. PRIMER/SEALER, INTERIOR, LOW ODOR/LOW VOC 149 2. INSTITUTIONAL LOW ODORILOW VOC 145 3. INSTITUTIONAL LOW ODORILOW VOC 145 7.0 CONCRETE 7.1 PROVIDE 9 SQAURE FEET OF CONCRETE REPAIR FOR SLAB. REPLACE AT LEAST 25 LINEAR FEET OF REBAR (#4, #5, #B, AND #8) AND PROVIDE 4 COUPLERS. REFER TO 1/A-000 FOR TYPICAL DETAIL AND CONSTRUCTION NOTES. FACILITIES ENGINEERING WWW.IPP. CORNELL-EDU ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 WARNING ITIS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHRECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. J ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: } REVISIONS 02!27/18 ISSUE FOR 60% CD REVIEW 2 sa�rz�rrta ISSUE FOR CONSTRUCTION EN) 611' 2 4' SCALE: 1/2"=1'-0' 0' 2' 4' 8' SCALE: MALOTT HALL NORTH VESTIBULE REPLACEMENT MALOTT HALL ITHACA, NEW YORK DATE: MARCH 27, 2018 FACILITY: 2081 DESIGN: J. COOLBAUGH DRAWN: JGC DEMOLITION & RENOVATION PLANS, EXTERIOR ELEVATION, AND SECTION ARCHIVE BAR CODE A -1O1 10361013 DDDR / HARDWARE SCHEDULE 0 0 0 DO OR FRAM E DOOR LOCATION HAND PANEL SIZE CO J w z 0 0 w x co m w z se c x H MATERIAL MATERIAL FIRE RATING HARDWARE HINGES MCKINNEY P4A3788 X 26D X NRP 0 J w z 0 TC 0 0 w w LL z 1- 0_ 8 438 2 N l0 a 0 0 0 0 {I] w -J z z 0 2 SARGENT PULL 810 -PTB X 26D SARGENT DUMMY RAJ L 8892 X 32D X 3'-2" 03 0 J 0 D- H z w co RESTRICTED CYLINDER PROVIDE BY THE ZONE LOCKSMITH w LU w 00 0 X J P co ❑ 5 m 0 MULLION SEALS NGP 51005 X 96" .65 x 1- z W C7 cC 0 1- co ❑ 0 d LL. CC 0 O 0 D - w NCP THRESHOLD 613 X DOOR FRAME WIDTH co co 0 0 w 0 z w J REMARKS 1 EXTERIOR FROM 30048 RHRB ACTIVE (2) 3'-2" _0" 1 314" ALUM ALUM N 8 2 2 2 1 1 1 2 X 2 2 2 1 2 1 1 2 2 30048 FROM 30002 RHRB ACTIVE (2) 3'-2" 8'-0" 1 3/4" ALUM ALUM N 8 2 2 2 2 2 2 NEW WALKOFF MAT, MODEL: PEDITRED 04 BY CONSTRUCTION SPECIALTIES OR APPOVED EQUAL, INSTALL AS PER MANUFACTURERS RECOMM ENDATIONS NEW EPDXY TERRAZZO FLOORING CONCRETE INFILL EXISTING CONCRETE SLAB TO REMAIN WALKOFF MAT DETAIL SCALE: 3" = EXISTING CONCRETE FLOOR ABOVE TO REMAIN SHIM AS REQUIRED BACKERSEALANT ROD AND NEW GYPSUM VENEER PLASTER CEILING. PRIME AND PAINT HEAD RECEPTOR 2" x 4 112" CENTER GLAZED STOREFRONT STOREFRONT DETAIL SCALE: 3" =1'-0" NOTES: 1. DOOR STOPS TO BE MOUNTED AT 110 DEGREES 2. CLOSERS TO BE MOUNTED TOP JAMB, FIELD DETERMINE DEPTH OF REVEAL. 3. DOOR CLOSERS SHALL BE MOUNTED AT 120 DEGREES. 4. POWER TRANSFER SHALL BE LOCATED BETWEEN THE 2ND AND 3RD HINGE FROM THE TOP OF DOOR, 5. THEORY OF OPERATION: FREE EGRESS FROM INSIDE AT ALL TIMES . CYLINDER IN THE HANDLE IS IF THE CARD ACCESS FAILS. REQUEST TO EXIT IN PANIC DEVICES TO ALLOW AUTHORIZED EXIT. PROGRAMMING FROM THE CARD ACCESS SYSTEM CAN LOCK AND UNLOCK THE EXTERIOR DOORS AT CERTAIN TIMES. WHEN THE BUILDING IS SECURE PRESENTING A VALID ID CARD, THE PANIC DEVICE WILL RETRACT AND THE DOOR CAN BE PULLED OPEN. • r 0 1'-9112" 13'-l" 1'-91 , 2114"y-2314", 3'-0" l<4 112" iY 4112 - 2314"2 114" PART 47 - TRANSPARENT GLASS DOORS (AND SIDELIGHTS) NEW YORK STATE DEPARTMENT OF LABOR. GRAPHIC TO BE SELECTED BY BUILDING COORDINATOR. PROVIDE HEAD AND JAMB RECEPTORS AS REQUIRED FOR DEFLECTION 1W-3114" STOREFRONT ELEVATION SCALE: NO SCALE BASIS OF DESIGN: STOREFRONT SYSTEM • KAWNEER - TRIFAB VG 451T OR APPROVED EQUAL 1. 2" X 4 112" CENTER GLASS APPLICATION 2. OUTSIDE GLAZED 3. SCREW SPLINE FRAME (SHEAR BLOCK AT DOOR FRAME) 4. CLEAR ANODIZED FINISH KAWNEER - 500 DOORS OR APPROVED EQUAL 1. 5" SIDE RAILS 2. 7" TOP RAIL 3. 10" BOTTOM RAIL ALL STOREFRONT GLAZING TO BE 1" INSULATED GLASS UNITS: 114" LOW -E #2 SURFACE CLEAR TEMPERED GLASS 112" ARGON AIR SPACE WITH SPACER 114" CLEAR TEMPERED GLASS DOOR ELEVATION SCALE: NO SCALE 2" x 4 1/2" CENTER GLAZED STOREFRONT STOREFRONT DETAIL SCALE: 3" = 11-0" 11 `'. il'.`II` 7iiW11117''liiar 2"x4112"CENTER GLAZED STOREFRONT W/ SILL FLASHING SHIM AS REQUIRED BACKER ROD AND SEALANT NEW EPDXY TERRAZZO FLOORING EXISTING CONCRETE SLAB TO REMAIN CONCRETE INFILL NEW WALKOFF GRID 4a • n a � • -4:: - STOREFRONT DETAIL SCALE: 3" = 1'-0" —r 4 2 STOREFRONT DETAIL SCALE: 3" =1'-0" EXISTING CAST STONE TO REMAIN BACKER ROD AND SEALANT JAMB RECEPTOR (TYP BOTH SIDES) SHIM AS REQUIRED 2"x4112"CENTER GLAZED STOREFRONT EXISTING 114" BEND PLATE TO REMAIN. ATTACHED STOREFRONT SYSTEM TO PLATE REPAIR EXISTING PLASTER AS REQUIRED. PRIME AND PAINT TO MATCH EXISTING 4 112" x 4 1/2" CENTER GLAZED STOREFRONT CORNER POST STOREFRONT DETAIL SCALE: 3" =1'-0" 4 112" x 4 1/2" CENTER GLAZED STOREFRONT CORNER POST STOREFRONT DETAIL SCALE: 3" = 1'-0" 4 1/2" x 4 1/2" CENTER GLAZED STOREFRONT CORNER POST WIDE STILE DOOR STOREFRONT DETAIL SCALE: 3" = 1'-0" 2" x 4 112" CENTER GLAZED STOREFRONT WIDE STILE DOOR STOREFRONT DETAIL SCALE:3" =1'-0" FACILITIES ENGINEERING WWW. IPP. CORNELL_ EDU ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 } WARNING ITIS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHRECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. J ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: rill MECHANICAL: REVISIONS 0212768 ISSUE FOR SSO% CD REVIEW 2 ISSUE FOR CONSTRUCTION SCALE: MALOTT HALL NORTH VESTIBULE REPLACEMENT MALOTT HALL ITHACA, NEW YORK DATE: MARCH 27, 2018 FACILITY: 2081 DESIGN: J. COOLBAUGH DRAWN: JGC SCHEDULES ARCHIVE BAR CODE A-601 10361013 CONTROL SYMBOLOGY A 2 -WAY CONTROL VALVE, DIGITAL 08 TEMPERATURE SENSOR CONTROL ABBREVIATIONS Al ANALOG INPUT AO ANALOG OUTPUT AV ANALOG VALUE 01 BINARY INPUT BO BINARY OUTPUT BV BINARY VALUE F.L. FAIL LAST N.C. NORMALLY CLOSED N.O. NORMALLY OPEN VFD VARIABLE FREQUENCY DRIVE MECHANICAL ABBREVIATIONS 2 -WAY ELECTRIC CONTROL VALVE BCU BLOWER COIL UNIT -WAY ELECTRIC CONTROL VALVE CHWR CHILLED WATER RETURN ACOUSTICALLY ALIGNED DUCTWORK CHWS CHILLED WATER SUPPLY ,__ CC CLEAN CONDENSATE CO CLEAN OUT CS CLEAN STEAM its CD CONDENSATE DRAIN BALL VALVE EA EXHAUST AIR BOTTOM PIPE CONNECTION EAG EXHAUST AIR GRILLE BUTTERFLY VALVE FD FIRE DAMPER GWR GLYCOL HEATING RETURN GWS GLYCOL HEATING SUPPLY DIRECTION OF FLOW HPR HIGH PRESSURE STEAM RETURN DUCT AIRFLOW HPS HIGH PRESSURE STEAM SUPPLY HWR HOT WATER HEATING RETURN DUCT DOWN (SUPPLY) HWS HOT WATER HEATING SUPPLY y LPC LOW PRESSURE CONDENSATE DUCT UP (SUPPLY) LIDS LOW PRESSURE STEAM W it MU MAKE UP WATER EXHAUST OR RETURN UP THROUGH NEXT FLOOR OR ROOF MPC MEDIUM PRESSURE CONDENSATE MPS MEDIUM PRESSURE STEAM — NG NATURAL GAS 1 IF } PCWR PROCESS CHILLED WATER RETURN FIRE DAMPER IN DUCT PCWS PROCESS CHILLED WATER SUPPLY FLANGE CONNECTION HG REFRIGERANT HOT GAS FLEX CONNECTOR RL REFRIGERANT LIQUID 1TFITT RS REFRIGERANT SUCTION FLOW METER RAG RETURN AIR GRILLE ^ SA SUPPLY AIR SAD SUPPLY AIR DIFFUSER IP VD VOLUME DAMPER 41— MECHANICAL SYMBOLOGY A 2 -WAY ELECTRIC CONTROL VALVE 4i3 -WAY ELECTRIC CONTROL VALVE j, ACOUSTICALLY ALIGNED DUCTWORK AIRFLOW ,__ AQUA STAT '4_ AUTOMATIC LOUVERED DAMPER 11%1DUCT � BACKFLOW PREVENTER its BALANCE VALVE BALL VALVE ,a _ BOTTOM PIPE CONNECTION e_ r� BUTTERFLY VALVE I. CAP OR PLUG CHECK VALVE CIRCULATING PUMP DIRECTION OF FLOW DUCT AIRFLOW DUCT DOWN (EXHAUST OR RETURN) DUCT DOWN (SUPPLY) , pri DUCT UP (EXHAUST OR RETURN) DUCT UP (SUPPLY) W it EXHAUST FAN grl EXHAUST OR RETURN UP THROUGH NEXT FLOOR OR ROOF — EXPANSION COMPENSATOR WITH EXPANSION GUIDES EXPANSION JOINT — FIRE AND SMOKE DAMPER IN DUCT 1 IF } FIRE DAMPER IN DUCT 4ISD , FLANGE CONNECTION —I— — FLEX CONNECTOR i} FLEXIBLE CONNECTION 1TFITT FLEXIBLE DUCT 6 FLOW METER 1 FLOW SWITCH ^ FUSIBLE LINK VALVE GLOBE VALVE IP MANUAL AIRVENT 41— ORIFICE METER PIPE ANCHOR — PIPE DOWN PIPE GUIDE .- PIPE UP — PIPING REDUCER (CONCENTRIC) PIPING REDUCER (ECCENTRIC) PITCH PIPING (DOWN) n etP PRESSURE GAUGE T PRESSURE OR TEMPERATURE PETES PLUG PRESSURE REDUCING VALVE ,a, w PRESSURE SWITCH 12* RECTANGULAR ELBOW iFf RECTANGULAR ELBOW WITH TURNING VANES RELIEF VALVE ROOF TOP HOOD KI SMOKE DAMPER IN DUCT T A SOLENOID VALVE STANDARD BRANCH DUCT 4 I, ELPeD g, STEAM TRAP STRAINER (DUPLEX) STRAINER WITH SLOWDOWN VALVE AND CAP ,j 00 SUPPLY THROUGH NEXT FLOOR OR ROOF —1.F TEMPERATURE WELL 1 THERMOMETER qk, THERMOMETER (DIAL) _. TOP PIPE CONNECTION 01 TRIPLE DUTY VALVE _I— UNION CONNECTION c VACUUM BREAKER VOLUME DAMPER IN DUCT MECHANICAL SCOPE OF WORK 1.0 PROVIDE FINTUBE AND ASSOCIATED PIPING, HANGERS, HYDRONIC BALANCING, AND CONTROLS. 2.0 PROVIDE NON-ADJUSTABLE TEMPERATURE SENSOR AND TIE INTO EXISTING BMCS, 3.0 OPEN EXISTING WALL TO CONNECT NEW HOT WATER SUPPLY AND RETURN PIPING. PATCH WALL TO MATCH EXISTING. 4.0 MECHANICAL CONTRACTOR SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WALL DEMO AND PATCHING. FACILITIES ENGINEERING WWW.IPP. CORNELL_EDU ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 148534701 WARNING ITIS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHRECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. J ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: REVISIONS 02!27/18 ISSUE FOR 60% CD REVIEW 2 coanut ISSUE FOR GONSTRUGTKWI MALOTT HALL NORTH VESTIBULE REPLACEMENT MALOTT HALL ITHACA, NEW YORK DATE: MARCH 27, 2018 FACILITY: 2081 DESIGN: P. OCKENFELS DRAWN: PCO GENERAL NOTES AND SYMBOLS LEGEND ARCHIVE BAR CODE ME-OO1 10361013 SCALE: 114" = 1'-0" • I{w-« u,u« 11-41 14•41 i PLAN - ENTRY LEVEL ti a' f`s zf \`^ 30048 { ti •f`s :f \ti I • 1r::.... 30002 I" 1441 1u-yu-«q DEMOLITION PLAN - ENTRY LEVEL SCALE:1 14" = lc -0" ;IT (TYPICAL) V Phi -41§Citt: WI TYPICAL) 112" HWS & HWR UP TO FINNED -TUBE --- RENOVATION PLAN - LANDING 1 SCALE: 114" = ME -101 DEMOLITION KEY NOTES 1 REMOVE EXISTING SURFACE MOUNT LUMINAIRE. EXISTING LIGHTING CIRCUIT TO BE REUSED TO FEED THE NEW SWITCH AND LUMINAIRE. 2 (EXISTING FIRE ALARM MANUAL PULL STATION TO BE RELOCATED. 40 ME -101 CONSTRUCTION KEY NOTES 1 EXISTING WALL CAVITY OF EXISTING RECESSED MOUNTED UNIT HEATER. 2 FROM THE EXISTING CARD READER HEAD END CABINET, PROVIDE (1) ORANGE STRIPE CABLE, (1) BLACK STRIPE CABLE, AND (1) GREEN STRIPE CABLE IN 1" EMT TO THE NEW EXTERIOR VESTIBULE DOOR, THE ORANGE STRIPE CABLE IS TO CONTROL THE DOOR CONTACT. THE BLACK STRIPE CABLE IS TO CONTROL THE POWER TRANSFER, THE GREEN STRIPE CABLE IS TO CONTROL THE CARD READER. THE DOOR CONTACT, THE POWER TRANSFER, AND THE CARD READER PROVIDED BY OTHERS. WIRING AND TERMINATIONS BY ELECTRICAL CONTRACTOR, PROGRAMMING BY STANLEY ACCESS CONTROL SECURITY PERSONNEL. 3 CONDUIT TO ENTER EXISTING WALL CAVITY OF EXISTING RECESSED MOUNTED UNIT HEATER. FROM WALL CAVITY, EXTEND CONDUIT AND WIRING TO THE NEW EXTERIOR VESTIBULE DOOR. 4 PROVIDE SURFACE MOUNTED 4" X 4' JUNCTION BOX. 5 ELECTRICAL CONTRACTOR TO COORDINATE CEILING REMOVAL AND REINSTALLATION WITH GENERAL CONTRACTOR. GENERAL CONTRACTOR TO REMOVE AND REINSTALL ALL CEILING GRID SYSTEMS AFTER CONDUIT AND WIRE HAS BEEN RUN TO NEW LOCATION, 6 PROVIDE RECESS MOUNT LIGHT SWITCH W/ STAINLESS STEEL BLANK PLATE. 7 RELOCATED FIRE ALARM PULL STATION MODIFY AND EXTEND EXISTING F.A. WIRING AS REQUIRED. 8 NEW PHILLIPS LEDALITE, VERGE SUSPENDED LED CAT. NO. 7606 -LB -E -OG -04 -1 -120V -E W -DS- MOUNT FIXTURE 16' BELOW THE CEILING, 9 CORE DRILL TO RECEIVE 3/4" HWS & HWR PIPING. EXTEND FLOOR PENETRATION SLEEVE A MINIMUM OF 1" ABOVE VESTIBULE FINISHED FLOOR ELEVATION, PROVIDE CHROME PLATED ESCUTCHEONS AT PIPE PENETRATIONS. PROVIDE 3/4" ELBOW WITH MANUAL AIR BLEEDER VALVE ON HWS PIPE, 10 HOT WATER PIPING SHALL NOT BE INSULATED WHERE LOCATED IN THE VESTIBULE. 11 SURFACE MOUNTED SPACE TEMPERATURE SENSOR B.O.D.(AUTOMATED LOGIC, MODEL RS STANDARD). RUN CONTROL WIRES INSIDE MULLION. 12 MECHANICAL CONTRACTOR TO MAKE GENERAL CONTRACTOR AWARE OF REQUIRED WALL AND PLASTER REPAIRS. OPEN UP EXISTING WALL TO MAKE HEATING HOT WATER PIPING CONNECTIONS. PATCH WALL TO MATCH EXISTING CONDITION ONCE PIPES ARE CONNECTED. 13 EXISTING 1" 1-IWS AND 314' HWR RUNNING UP/DOWN IN WALL. CONNECT NEW 112" HWS & HWR INTO EXISTING LINE AND RUN PIPING TIGHT TO THE CEILING. 14 EXISTING 314" HWS AND 1' HWR RUNNING UP/DOWN IN WALL. CONNECT NEW 112" HWS & HWR INTO EXISTING LINE AND RUN PIPING TIGHT TO THE CEILING. 15 PROVIDE DRAIN VALVE WITH HOSE CONNECTION ANC) CAP. 16 INSULATE PIPING PER HVAC PIPE AND FITTING SCHEDULE AND SPECIFICATIONS ON ME -501. 17 COORDINATE WITH GENERAL CONTRACTOR FOR THE REPAIR OF PLASTER CEILING. REFER TO A-101 FOR DESIGN NOTES, EXISTING CARD READER HEAD END UNIT F____________. BELOW 30004 30061 30060 ..- ....................... 30002 EXISTING POWER SUPPLY CABINET 30020 FilliMill 11 • • A MI il . Pp 130021E:• 4 IP Mill 41r,30070 t 0 1 © _g 30022 i I � , 1130001 i41 11 DN !+ 1 11111111/ 1► 11111111 UP ,II .': .V 4moi4Vi 174 V4I 071 IF *AN I W Wire?r♦. ♦♦W♦+q%I r • Nalle RENOVATION PLAN - GROUND FLOOR SCALE: 1/8" = 1'-0" ti FACILITIES ENGINEERING WWW. IPP. CORNELL-EDU ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 148534701 WARNING ITIS A VIOLATION OF NEW YORK STATE LAW FDR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. EF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHRECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. J ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: REVISIONS ISSUE FOR 60% CD REVIEW 2 imanui ISSLIE FOR GONSTRUGTKWI N 0' 4' 8' 16! SCALE 1(8"=1'-0" 0* 2' 4' 8' SCALE: 914"=1 "-0" MALOTT HALL NORTH VESTIBULE REPLACEMENT MALOTT HALL ITHACA, NEW YORK DATE: MARCH 27, 2018 FACILITY: 2081 DESIGN: P. OCKENFELS DRAWN: PCO DEMOLITION & RENOVATION PLANS ARCHIVE BAR CODE ME -101 10361013 SEQUENCE OF OPERATION SYSTEM DESCRIPTION FINTUBE RADIATION HEATING. EXTEND EXISTING BUILDING AUTOMATION AND CONTROL SYSTEM TO SERVE NEW VESTIBULE. PROVIDE ALL PROGRAMING AND EQUIPMENT TO ACCOMPLISH THE FOLLOWING SEQUENCE OF OPERATIONS. GENERAL SYSTEM SHALL BE CONTROLLED THROUGH THE BUILDING AUTOMATION AND CONTROL SYSTEM (SACS). ALL SETPOINTS SHALL BE ADJUSTABLE THROUGH THE BASC. DESIGN INTENT: HEATING SHALL BE ACCOMPLISHED BY FINTUBE RADIATION AND CONTROLLED BY ONE TEMPERATURE SENSOR, NON- ADJUSTABLE. SPACE TEMPERATURE SETPOINT SHALL BE SET BY THE BASC. SETPOINTS SPACE HEATING TEMPERATURE SETPOINTS: 55°F+I-4°F OPERATION FINTUBE RADIATION SHALL BE ACTIVATED WHEN THE OUTSIDE AIR TEMPERATURE IS EQUAL TO OR BELOW 55°F (ADJ). ALARMS - SPACE TEMPERATURE IS BELOW 40°F FOR MORE THAN 5 MINUTES. - FINTUBE RADIATION IS ACTIVE AND THE CONTROL VALVE IS CLOSED, AO } >~ Al AV SETPOINT PIPING ACCESSORIES SCHEDULE AND SPECIFICATIONS TAG DEVICE ACCEPTABLE MANUFACTURERS BOD MANUFACTURER MODEL PRESSURE RATING SPECIFICATIONS V-1 SHUT-OFF BALL VALVE APOLLO, WATTS WATTS B6000 -SS 300 PSIG WOG, 150 PSIG WSP MSS SP -110, 2 -PIECE, STANDARD PORT, BRONZE BODY, 316 5S BALL & STEM, PTFE OR TFE SEAT BV -1 BALANCE VALVE, NPS 112 - 2 INCH ARMSTRONG, BELL & GOSSETT, TOUR & ANDERSON BELL & GOSSETT CB SERIES, CB 1/2 209 PSIG (4 250 'F 1.5 GPM AND LESS, BRONZE, BALL OR PLUG TYPE BODY WITH CALIBfATED ORIFICE OR VENTURI; GLASS AND CARSON FILLED TFE OR EPDM SEAT RINGS, EPDM STEM 0 -RING, WITH INTEGRAL SEALS FOR PORTABLE DIFFERENTIAL PRESSURE METER, WITH LEVEL HANDLE AND MEMORY STOP TO RETAIN SET POSITION. CONTROL VALVE SCHEDULE TAG MANUF (BOD) VALVE MODEL (BON ACTUA MODELER (BOD) SERVICE SE VALVE (IN) CV CAPACITY (GPM) MAX PD IPSIG) VALVE TYPE FAIL POSITION CV -1 BELIMO CCV - B211 TR24-SR US FINTUBE 112 1,9 6.5 - 4.1 4 2 -WAY, PROPORTIONAL LAST POSITION CONTROL AND ALARM POINTS SCHEDULE FINTUBE RADIATIONALARM HARDWARE POINTS SOFTWARE POINTS SHOW ON GRAPHIC NOTES B! g0 Al AO AV BV SCH TREND 1. USE SPLIT RI NG/CLEVIS TYPE HANGERS FOR HORIZONTAL PIPING RUNS. USE VERTICAL PIPING CLAMPS FOR VERTICAL PIPING RUNS. BACS EMCS DESCRIPTION SPACE TEMPERATURE 6. INSTALL HANGERS WITHIN 12 INCHES OF EACH HORIZONTAL ELBOW. 7. INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY BOLTS, RODS, NUTS WASHERS, AND SHIELDS. X VULCAN LV4-PM LINOVECTOR-II LV4-PM X X 0.02 +I- 4 DEG F FROM SETPOINT X 868 FINTUBE RADIATION CONTROL 4346 6 0.5 X 170 1,2,3,4,6 NOTES 1. PEDESTAL MOUNTED FINTUBE ENCLOSURE WITH THREE EQUALLY SPACED PEDISTALS. 2. HIGH POLYMER/HIGH SOLIDS BAKED ENAMEL, COLOR TO BE SELECTED BY ARCHITECT PRIOR TO ORDERING. 3 PROVIDE END CAPS 4 PROVIDE 6" X 9" ACCESS DOOR AT PIPE FLOOR PENETRATION_ ACCESS DOOR SHALL RE HINGED AT TOP WITH TAMPER RESISTANT LATCHES OF TYPE THAT REQUIRE A SPECIAL TOOL TO OPERATE 5, HOT WATER RETURN LINE SHALL RUN BELOW THE ELEMENT. X X FAIL LAST SPACE TEMPERATURE SETPOINT X X X MECHANICAL PIPING SUPPORT SCHEDULE PIPE MATERIAL PIPE SIZE (IN) MAXIMUM SPAN (FT) MINIMUM ROD SIZE (IN) HANGER TYPE NOTES METAL PIPING 112" 6 3/8 CARBON STEEL, ADJUSTABLE SWIVEL, SPLIT RING 1, 2, 3, 4, 5, 6,7 NOTES: 1. USE SPLIT RI NG/CLEVIS TYPE HANGERS FOR HORIZONTAL PIPING RUNS. USE VERTICAL PIPING CLAMPS FOR VERTICAL PIPING RUNS. 2. PROVIDE 180° PROTECTION SHIELDS ON INSULATED PIPING SYSTEMS, 3. USE MECHANICAL EXPANSION ANCHORS COMPLYING WITH ICC -ES AC193 FOR USE IN HARDENED CONCRETE 4. PROVIDE HANGERS AND SUPPORTS THAT COMPLY WITH MSS SP -58 5. INSTALL IN ACCORDANCE WITH ASME B31.9. 6. INSTALL HANGERS WITHIN 12 INCHES OF EACH HORIZONTAL ELBOW. 7. INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY BOLTS, RODS, NUTS WASHERS, AND SHIELDS. HVAC PIPE AND FITTING SCHEDULE AND SPECIFICATIONS PIPE SERVICE ABBREVIATION PIPE SIZE MATERIAL FITTINGS JOINT INSULATION CONDUCTIVITY (BTU -I NIH R -FTS' F) INSULATION MEAN TEMP (-F) THICKNESS & MATERIAL NOTES HOT WATER HWS&R 1-114" & BELOW ASTM B88 TYPE L COPPER ,ASTM 616.22 STD WROUGHT COPPER ASTM 632 SOLDER '0,25 - 0.29 125 1-112', TYPE A WITHOUT VAPOR RETARDER 1 THROUGH 12 NOTES: 1. SOLDER FILLER METALS: ASTM B32, LEAD-FREE ALLOYS. INCLUDE WATER FLUSHABLE FLUX ACCORDING TO ASTM B813. 2. DIELECTRIC FITTINGS: USE FLANGES OR COUPLINGS. UNIONS ARE UNACCEPTABLE. 3. INSTALL ESCUTCHEONS FOR PENETRATIONS OF WALLS, CEILING, AND FLOORS. 4. INSTALL PIPING SYSTEMS TO FACILITATE SERVICE, MAINTENANCE AND REPAIR OR REPLACEMENT OF COMPONENTS. 5. ALL INSULATION AND ADHESIVE SHALL HAVE A MAXIMUM FLAME -SPREAD INDEX OF 25 AND A MAXIMUM SMOKE -DEVELOPED INDEX OF 50 WHEN TESTED IN ACCORDANCE WITH ASTM E84. 6. TYPE A INSULATION: PRE -FORMED MINERAL FIBERGLASS, ASTM 0547 TYPE I, ASTM C1136 FACTORY APPLIED SELF-SEALING ALL SERVICE JACKET. 7. ALL PIPING AND INSULATION SYSTEM EXPOSED TO VIEW SHALL BE PAINTED TO MATCH SURROUNDING SURFACES. 8. MAINTAIN INDICATED FIRE RATING OF WALLS, PARITIOMS, CEILINGS, AND FLOORS AT PIPE PENETRATIONS. SEAL PIPE PENETRATIONS WITH FIRESTOP MATERIALSMAINTAIN INDICATED FIRE 9. RATING OF WALLS, PARITIONS, CEILINGS, AND FLOORS AT PIPE PENETRATIONS. SEAL PIPE PENETRATIONS WITH FIRESTOP MATERIALS. 10. INSTALL UNIONS IN PIPING, NPS 2 AND SMALLER, ADJACENT TO VALVES, AT FINAL CONNECTIONS OF EQUIPMENT, AND ELSEWHERE AS INDICATED. 11. PROVIDE PIPE LABLES AND DIRECTIONAL ARROWS ON ALL NEW PIPING SYSTEMS. LABELS SHALL BE PRINTED PLASTIC WITH CONTACT -TYPE, PERMANENT ADHESIVE BACKING. LETTERS SHALL BE 114 --INCH IF VIEWING DISTANCE IS LESS THAN 24 INCHES, 112 -INCH FOR VIEWING DISTANCES UP TO 72 INCHES, AND PROPORTIONATELY LARGER LETTERING FOR GREATER VIEWING DISTANCES. 12. TESTING OF HYDRONIC SYSTEMS: FILL SYSTEM WITH AMBIENT TEMPERATURE WATER. USE VENTS INSTALLED AT HIGH POINTS OF SYSTEM TO RELEASE AIR. USE DRAINS INSTALLED AT LOW POINTS FOR COMPLETE DRAINING OF TEST LIQUID. ISOLATE EXPANSION TANKS AND DETERMINE THAT HYDRONIC SYSTEM IS FULL OF WATER. SUBJECT PIPING SYSTEM TO HYDROSTATIC TEST PRESSURE THAT IS NOT LESS THAN 1.5 TIMES THE SYSTEM WORKING PRESSURE. TEST PRESSURE SHALL NOT EXCEED MAXIMUM PRESSURE FOR DEVICE IN THE SYSTEM UNDER TEST. AFTER HYDROSTATIC TEST PRESSURE HAS BEEN APPLIED FOR AT LEAST 10 MINUTES, EXAMINE PIPING, JOINTS, AND CONNECTIONS FOR LEAKAGE. ELIMINATE LEAKS BY TIGHTENING, REPAIRING, OR REPLACING COMPONENTS, AND REPEAT HYDROSTATIC TEST UNTIL THERE ARE NO LEAKS. ARRANGE FOR INSPECTION BY FACILITIES MANAGEMENT PIPE SHOP. FINTUBE RADIATION SCHEDULE TAG LOCATION MANF (BOD) ENCLOSURE (BOD) MODEL (BOD) CATALOG DESIGNATION (BOD) TUBE DIA (IN) FIN SIZE (IN) FIN THK (IN) FIN SPACING (FPF) TIERS HEAT OUTPUT (BTUHILF) FINNED LENGTH (LF) TOTAL OUTPUT (BTUH) WTD (°F) FLOW RATE (GPM) ENT AIR TEMP (°F) AVG WATER TEMP (pF) NOTES FTR-1 VESTIBULE VULCAN LV4-PM LINOVECTOR-II LV4-PM 314" 3-518 x 4-114 0.02 50 1 868 5'-0" 4346 6 0.5 55 170 1,2,3,4,6 NOTES 1. PEDESTAL MOUNTED FINTUBE ENCLOSURE WITH THREE EQUALLY SPACED PEDISTALS. 2. HIGH POLYMER/HIGH SOLIDS BAKED ENAMEL, COLOR TO BE SELECTED BY ARCHITECT PRIOR TO ORDERING. 3 PROVIDE END CAPS 4 PROVIDE 6" X 9" ACCESS DOOR AT PIPE FLOOR PENETRATION_ ACCESS DOOR SHALL RE HINGED AT TOP WITH TAMPER RESISTANT LATCHES OF TYPE THAT REQUIRE A SPECIAL TOOL TO OPERATE 5, HOT WATER RETURN LINE SHALL RUN BELOW THE ELEMENT. FACILITIES ENGINEERING WWW.IPP. CORNELL_EDU ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 } WARNING ITIS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHRECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. J ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: } REVISIONS 02127/18 ISSUE FOR 60% CD REVIEW 2 soanut ISSUE FOR CONSTRUCTKWI MALOTT HALL NORTH VESTIBULE REPLACEMENT MALOTT HALL ITHACA, NEW YORK DATE: MARCH 27, 2018 FACILITY: 2081 DESIGN: P. OCKENFELS DRAWN: PCO SCHEDULES AND HVAC CONTROLS ARCHIVE BAR CODE ME -501 10361013