HomeMy WebLinkAbout_A0_1_p2-p2CODE INFORMATIONA.APPLICABLE CODES:1.BUILDING CODE 2015 OF NEW YORK STATE-ADOPTS WITH IBC 2015 WITH AMENDMENTS2.EXISTING BUILDING CODE 2015 OF NEW YORK STATE-ADOPTS WITH IEBC 2015 WITH AMENDMENTS3.2014 NATIONAL ELECTRICAL CODE4.NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE-ADOPTS WITH IECC 2015 WITH AMENDMENTSB.BUILDING SUMMARY:1.OCCUPANCY CLASSIFICATION - MIXED USE2.CONSTRUCTION TYPE/ CLASSIFICATION - 1A3.EXISTING BUILDING AREA - 77,200 GSFC.WORK SUMMARY:1.EXISTING BUILDING CODE WORK AREA COMPLIANCE METHOD2.CLASSIFICATION OF WORK - ALTERATIONS LEVEL 2 (IEBC 504)3.OCCUPANCY CLASSIFICATION - A-3 (RM B207)4.WORK AREA - 415 NSF (0.5% OF TOTAL BUILDING FLOOR AREA)D.FIRE SAFETY:1.AUTOMATIC SPRINKLER SYSTEM - EXISTING IN COMPLIANCE2.FIRE ALARM AND DETECTION SYSTEM - EXISTING IN COMPLIANCE3.INTERIOR FINISHES FOR ENCLOSED ROOM (CLASS C PER IBC 803.11) - CLASS C OR BETTER PROVIDED.E.EGRESS:1.IBC 1004.1.2 - ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TABLES AND CHAIRS)2.OCCUPANT LOAD = 415SF / 15 SF PER OCCUPANT = 283.DOOR WIDTH = 28 X 0.15" = 4.2", 36" MIN., 44" PROVIDED4.REQUIRED NUMBER OF EXIT ACCESS DOORWAYS : 1, 1 PROVIDED5.COMMON PATH OF EGRESS TRAVEL DISTANCE - EXISTING IN COMPLIANCE6.EXIT ACCESS TRAVEL DISTANCE - EXISTING IN COMPLIANCEKEY PLAN - SECOND LOWER LEVEL1A0.1N.T.SAREA OF WORK:RM B207, 415 SFCODE INFORMATION2A0.1N.T.SSPECIFICATIONS3A0.1N.T.SDIVISION 1 - GENERAL REQUIREMENTSREFER TO CORNELL GENERAL REQUIREMENTS SPECIFICATIONS.DIVISION 2 - SITE WORK2.1DEMOLITIONA.THE DEMOLITION PLANS ARE NOT COMPREHENSIVE. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTINGCONSTRUCTION AS REQUIRED TO ACCOMPLISH THE NEW WORKSHOWN OR REASONABLY IMPLIED. IN GENERAL, THE INTENT OFDEMOLITION IS INDICATED WITH DASHED LINES ON THE DRAWINGS,BUT THIS SCOPE IS DIAGRAMMATIC IN NATURE AND IS COMPLEMENTEDBY THE COMPLETE SET OF CONTRACT DOCUMENTS.B.THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THECONSTRUCTION INDICATED OR REASONABLY IMPLIED TO BE REMOVEDSHALL BE DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAINSHALL BE LEFT INTACT AND UNDAMAGED. IN AREAS WHEREARCHITECTURAL CONSTRUCTION IS TO BE REMOVED, CERTAINSTRUCTURAL AND BUILDING SERVICE ELEMENTS ARE TO BEPRESERVED. REFER TO NOTES ON DRAWINGS. IF DEMOLITION ISPERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EFFECTEDAREAS AT NO COST TO THE OWNER.C.MATERIALS TO BE REMOVED INCLUDE, BUT ARE NOT LIMITED TO:CARPET, DOOR, WALLS AND WALL BASE AS INDICATED, LIGHTFIXTURES, CEILING, CASEWORK AS NOTED, ALL WALL HUNG ITEMS ASNOTED, ALL ELECTRICAL DEVICES AS NOTED, AND ALL OTHER ITEMS ASNOTED ON THE DRAWINGS.D.REMOVE EXISTING CARPET IN ITS ENTIRETY, INCLUDING PAD ANCHORADHESIVE, DOWN TO EXISTING FINISH WOOD FLOOR. REMOVE CARPETWITH CARE TO AVOID DAMAGING TO THE EXISTING WOOD FLOORINGTO REMAIN.E.MATERIALS TO REMAIN INCLUDE, BUT ARE NOT LIMITED TO: WALLS,MECHANICAL DUCTWORK AND DIFFUSERS, SPRINKLERS AND ALLOTHER ITEMS AS NOTED ON THE DRAWINGS. PROTECT ALL ITEMS TOREMAIN FROM DAMAGE DURING CONSTRUCTION.F.REFER TO DEMOLITION DRAWING FOR ADDITIONAL NOTES.G.EXCEPT WHERE INDICATED ON THE DRAWINGS, AS SPECIFIED ANDDIRECTED TO BE REUSED OR RETAINED BY THE OWNER, ALLDEMOLISHED MATERIALS, ETC. SHALL BECOME THE PROPERTY OF THECONTRACTOR AND SHALL BE HIS RESPONSIBILITY TO PROMPTLYREMOVE FROM THE PREMISES AND RECYCLE OR DISPOSE LEGALLY.H.LOCATE TRASH DUMPSTER AS DIRECTED BY THE OWNER.I.PROTECT ALL EXISTING BUILDING COMPONENTS AND SERVICES TOREMAIN. PROTECT EXISTING OPENINGS AND MECHANICAL DIFFUSERSAT WALL DURING CONSTRUCTION TO AVOID DEBRIS AND DUSTENTERING INTO DUCTS, TYP.J.COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIMEAND LOCATIONS FOR DELIVERIES, BUILDING ACCESS. MINIMIZEDISTURBANCE OF OTHER USERS.DIVISION 3 - CONCRETENOT INCLUDEDDIVISION 4 - MASONRYNOT INCLUDEDDIVISION 5 - METALS5.1MISCELLANEOUS METALS: MISCELLANEOUS FRAMING AND SUPPORTS,METAL ANCHORS, FURRING CHANNELS, CONNECTIONS, FASTENERS,HANGERS, ANCHORAGES, INSERTS, AND CHAIR SUPPORTS. ALLFERROUS METAL TO BE SHOP PRIMED AND PAINTED WITH RUSTINHIBITIVE PRIMER.5.2ALL MISCELLANEOUS EXPOSED METALS SHALL BE PAINTED AS PART OFTHIS CONTRACT, INCLUDING GRILLES, ETC. EXCEPT WHERE NOTEDOTHERWISE. REFER TO DIVISION 9 - PAINTING FOR ADDITIONALINFORMATION.5.3ALL STUDS AND METAL FRAMING TO BE 20 GA MIN, 16" O.C.DIVISION 6 - WOOD AND PLASTICS6.1ROUGH CARPENTRYA.IDENTIFY ALL LUMBER AND PLYWOOD BY GRADE STAMPS.B.LUMBER SHALL CONFORM TO SPECIES AND GRADING IN ACCORDANCEWITH THE NATIONAL LUMBER MANUFACTURER'S ASSOCIATIONSTANDARDS.C.PLYWOOD TO MEET REQUIREMENTS OF PS-1-74 FOR SOFTWOODPLYWOOD TYPES.D.ROUGH WOOD FRAMING TO INCLUDE LEDGERS, GROUNDS, FURRING,STRAPPING, CURBS, BUCKS, NAILING STRIPS, NAILING INSERTS,SLEEPERS, ETC.E.ROUGH HARDWARE TO INCLUDE INSERTS, ANCHORS, FASTENERS, ANDOTHER COMPONENTS NECESSARY TO INSTALL ROUGH CARPENTRY:HOT DIPPED GALVANIZED OR NON-FERROUS WHERE EXPOSED.F.PROVIDE BLOCKING, BACKING AND OTHER CONCEALED SUPPORTSWITHIN WALLS TO ENSURE ADEQUATE SUPPORT FOR ALL WALL HUNGITEMS.G.PRODUCE JOINTS WHICH ARE TIGHT, TRUE, AND WELL NAILED, WITHMEMBERS ASSEMBLED IN ACCORDANCE WITH THE DRAWINGS ANDWITH PERTINENT CODES AND REGULATIONS.H.ON FRAMING MEMBERS TO RECEIVE FINISHED SURFACE, ALIGN THEFINISH SUBSURFACE TO VARY NOT MORE THAN 1/8" FROM THE PLANEOF SURFACES OF ADJACENT FRAMING AND FURRING MEMBERS.I.ALL STRUCTURAL WOOD, INCLUDING BLOCKING, MUST BE FIRERETARDANT TREATED WOOD TO MEET CITY OF ITHACA AND THE STATEOF NEW YORK REQUIREMENTS.6.2FINISH CARPENTRYA.FINISH CARPENTRY TO INCLUDE NEW CABINETRY, MILLWORK,INSTALLATION OF FINISH HARDWARE, ETC, AS NOTED ON DRAWINGS.B.SOLID LUMBER STOCK TO COMPLY WITH AWI 300, PLAIN SAWN,PREMIUM GRADE HARDWOOD, S4S AND WORK TO SHAPES INDICATED,UNLESS OTHERWISE INDICATED. USE LIGHT BIRCH FOR CLEAR SEALWOOD STOCK.C.PLYWOOD TO COMPLY WITH AWI 200, GRADE I, BIRCH VENEER.D.CONDITION WOOD MATERIALS TO AVERAGE PREVAILING HUMIDITYCONDITIONS BEFORE INSTALLING.E.SAND SMOOTH ALL WOOD FEATHERS OR ROUGH SURFACES BEFOREINSTALLING.F.USE 45 DEGREE BUTT JOINTS FOR END TO END JOINTS UNLESSOTHERWISE INDICATED.G.TOLERANCES:i. PLUMB AND LEVEL: 1/8" IN 8 FEET.ii. OFFSET IN SURFACE ALIGNMENT: MAX. 1/16".iii. OFFSET IN REVEALED ADJOINING SURFACE: MAX. 1/8".6.3CABINETS:A.CUSTOM-FABRICATED CABINETS CONFORMING TO DRAWINGS AND TOLATEST EDITION OF 'QUALITY STANDARDS ILLUSTRATED' (QSI) BYAMERICAN WOODWORK INSTITUTE.B.WHERE CONFLICTS OCCUR BETWEEN DRAWINGS AND QSI, THELARGER SIZE OR HIGHER STANDARD SHALL GOVERN. NOTIFYARCHITECT OF CONFLICTS AND PROPOSED RESOLUTIONS DURINGSHOP DRAWING PREPARATION.C.PROVIDE NEW CABINETS AS NOTED ON THE DRAWINGS. REFER TOINTERIOR ELEVATIONS FOR CABINET LOCATIONS AND SIZES. REFER TODETAILS FOR CABINET CONSTRUCTION. TYPICAL.D.PROVIDE FILLER PIECES AT SIDES OF BASE CABINETS TO MATCHCABINET FRONTS. REFER TO INTERIOR ELEVATIONS AND DETAILS.E.INSTALL ALL CABINETS SUCH THAT ALL DOORS SHALL CLEARADJACENT WALLS, CABINETS, AND EQUIPMENT.F.CABINETS SHALL BE FASTENED THROUGH PARTITIONS TO STUDS ORSOLID BLOCKING WITH NON-RUSTING SCREWS. CABINET FASTENERSWHERE EXPOSED IN THE CABINET SHALL BE EQUIPPED WITHSTAINLESS STEEL FINISHING WASHERS FOR APPEARANCE AND LOADDISTRIBUTION PURPOSES.G.ALL CUTTING REQUIRED TO FIT CABINETS WITH RESPECT TO OTHERTRADES SHALL BE DONE IN THE LOWEST PROFILE POSSIBLE.H.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALLDIMENSIONS IN THE FIELD PRIOR TO FABRICATION AND INSTALLATION.I.ALL EXPOSED SURFACES OF CABINETS SHALL BE FINISHED PER COLORSELECTED BY ARCHITECTJ.CABINET DESIGN: FLUSH OVERLAY.K.CABINET MATERIAL: MEDITE AND HARDWOOD PLYWOOD, SHOPFINISHED, TYP. REFER TO DRAWINGS.DIVISION 6 - WOOD AND PLASTICS (CONTINUE)6.4CABINET HARDWARE:A.GENERAL: PROVIDE CABINET HARDWARE AND ACCESSORY MATERIALSASSOCIATED WITH CUSTOM WOOD CASEWORK.B.HARDWARE STANDARD: COMPLY WITH BHMA A156.9 FOR ITEMSINDICATED BY REFERENCING BHMA NUMBERS OR ITEMS REFERENCEDTO THIS STANDARD.C.HINGES: STAINLESS STEEL, 2-3/4-INCH (70-MM), CONCEALED EUROPEANSTYLE HINGES MADE FROM MINIMUM 0.078-INCH- (2-MM-) THICK METAL.PROVIDE BLUM OR EQUI.D.EDGE PULLS: BRUSHED BLACK ALUMINUM EDGE PULLS, PER DRAWINGE.CATCHES: MAGNETIC CATCHES, BHMA A156.9, B03141.F.ADJUSTABLE SHELF SUPPORTS: TWIN-PIN, SHELF ENCAPSULATING,STAINLESS STEEL SHELF CLIPS DESIGNED FOR INSERTION INTO 5 MMDIAMETER HOLES. DRILL SUPPORT HOLES 2" O.C. PROVIDE (4)SUPPORTS PER SHELF.G.DRAWER SLIDES: SIDE-MOUNTED, FULL-EXTENSION, ZINC-PLATEDSTEEL DRAWER SLIDES WITH STEEL BALL BEARINGS, BHMA A156.9,B05091, AND RATED FOR 100 LBF (440 N).H.EXPOSED HARDWARE FINISHES: FOR EXPOSED HARDWARE, PROVIDEFINISH THAT COMPLIES WITH BHMA A156.18 FOR BHMA FINISH NUMBERINDICATED.i. SATIN STAINLESS STEEL: BHMA 630.I.FOR CONCEALED HARDWARE, PROVIDE MANUFACTURER'S STANDARDFINISH THAT COMPLIES WITH PRODUCT CLASS REQUIREMENTS INBHMA A156.9.J.TOUCH LATCHES: STANLEY 805215 CABINET TOUCH CATCH ORAPPROVED EQUAL.DIVISION 7 - THERMAL AND MOISTURE PROTECTION7.1ACOUSTIC INSULATIONA.SOUND ATTENUATION BLANKET INSULATION AS SHOWN ON DRAWING.B.CLASS 10 FLAME SPREAD.7.2ACOUSTICAL BACKER BEHIND WOOD HANGING WALLA.BOARD SHALL BE 1”, 3.0 LB./FT3 MINIMUM DENSITY AND SHALL MEETTHE REQUIREMENTS OF NFPA90-A.B.ABSORPTION SHALL BE EQUIVALENT TO A MINIMUM NOISE REDUCTIONCOEFFICIENT (NRC) OF 0.70 WHEN TESTED IN ACCORDANCE WITH ASTMC423 WHEN TESTED IN AN A-MOUNT CONFIGURATION.7.3SEALANTS:A.PROVIDE JOINT SEALERS, JOINT FILLERS, AND OTHER RELATEDMATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITHJOINT SUBSTRATES UNDER CONDITIONS OF SERVICE ANDAPPLICATION, AS DEMONSTRATED BY TESTING AND FIELD EXPERIENCE.B.USE SELF-LEVELING COMPOUNDS FOR HORIZONTAL JOINTS ANDNON-SAG COMPOUNDS FOR ALL OTHER AREAS EXCEPT AS INDICATEDOR SPECIFIED.DIVISION 8 - DOORS AND WINDOWS8.1DOORS AND FRAMESA.NEW WOOD DOORSi. PROVIDE NEW SOLID CORE WOOD DOOR PANEL WITH SAFETY GLASSBORROWED LITE AS SHOWN. DOOR PANEL THICKNESS TO BE 1 3/4"WITH WOOD VENEER, STAINED TO MATCH EXISTING. REFER TO A1.0FOR DETAILS.ii.PROVIDE ALL DOOR HARDWARE AS REQUIRED FOR A COMPLETEINSTALLATION. PROVIDE SOLID BLOCKS AT LOCK EDGE FORHARDWARE REINFORCEMENT AND SOLID BLOCKING FOR ALL OTHERASSOCIATED HARDWARE.iii.PROVIDE BOND EDGE BANDING TO CORES. PROVIDE EDGECLEARANCES IN ACCORDANCE WITH AWI 1600.iv.DOOR HARDWARE: REFER TO DRAWING FOR TYPE AND MODEL.LOCKSET CYLINDER TO MATCH BUILDING WIDE SYSTEM, CORES BYOWNER.B.DO NOT SUBJECT DOOR TO DAMAGING HEAT, DRYNESS, OR HUMIDITY.C.REHANG DOORS WHICH DO NOT OPERATE FREELY OR ARE OTHERWISEDAMAGED.D.PROTECT DOORS AND HARDWARE DURING CONSTRUCTION.8.2FINISH HARDWAREA.APPLY HARDWARE PER HARDWARE MANUFACTURER'S INSTRUCTIONS.B.PROTECT DOORS AND HARDWARE DURING CONSTRUCTION.C.ON COMPLETION, ADJUST AND LUBRICATE HARDWARE FOR PROPERINSTALLATION.DIVISION 9 - FINISHES9.1GYPSUM WALLBOARD PARTITIONA.GENERAL - PARTITIONS, WALL, AND CEILING SURFACES: GYPSUMWALLBOARD (GWB) APPLIED TO METAL STUDS AND SUSPENDEDCEILING CHANNEL FRAMING. INCLUDE METAL FRAMING, FURRING,ACCESSORIES, TAPING AND FINISHING.B.INTERIOR EXPOSED DRYWALL SURFACES: GWB COMPLYING WITHASTM C36, WITH PAPER FACE AND LONG EDGES TAPERED TO RECEIVEMANUFACTURER'S STANDARD JOINT TREATMENT. 5/8" THICK TYPICAL.MATCH EXISTING THICKNESS AT EXISTING WALLS.C.DRYWALL ACCESSORIES: CORNER BEADS, CASING BEADS,FASTENERS, SEALANTS, METAL TRIM ACCESSORIES AND JOINTTREATMENT MATERIALS. JOINT TAPE, COMPOUND, AND TOPPING TOCONFORM TO ASTM C475 AS RECOMMENDED BY MANUFACTURER.D.SMOOTH SURFACE FINISH TO CONFORM TO LEVEL 4 QUALITY PERASTM C 840 FOR ALL VISIBLE SURFACES.E.EXISTING WALLS: CONTRACTOR SHALL PATCH TO MATCH EXISTINGADJACENT SURFACES WHERE OPENINGS TO BE CLOSED OR WHERENEW WALLS BUTT TO EXISTING. NEW CONSTRUCTION TO BE METALSTUD AS NOTED. MATCH EXISTING ADJACENT WALL THICKNESSWHERE IN-FILLING OR ALIGNING WALLS.F.INSTALLATIONi.INSTALL JOIN REINFORCING TAPE AT ALL JOINTS AND AT ALLINTERNAL CORNERS WHERE ABUTTING SURFACES ARE BOTHGYPSUM WALLBOARD.ii.INSTALL CORNER BEADS AT ALL EXTERNAL GYPSUM WALLBOARDCORNERS.iii.INSTALL L-MOLDING AT ALL GYPSUM WALLBOARD TERMINATINGEDGES.IV. FINISH ALL CORNERS, JOINTS, EDGES OF GYPSUM WALLBOARD INSTRICT ACCORDANCE WITH MANUFACTURERS' INSTRUCTION.(SPECIFICATIONS CONTINUE ON A0.2)FINANCE & ADMINISTRATIONFACILITIES AND CAMPUS SERVICESHUMPHREYS SERVICE BUILDING OFFICE 121639 DRYDEN RD, ITHACA, NY 14853T: 1.607.255.5322CORNELL UNIVERSITY161 ELM STREET, 2, SOMERVILLE, MA 02144T: 1.617.286.2826JUSTIN LEE ARCHITECTURE + DESIGN, LLC31 KNIGHT ST, NORWALK, CT 06851T: 1.230.866.5538F: 1.203.866.5243ALTIERI SEBOR WIEBER LLC27 GLEN STREET, SUITE 8, STOUGHTON, MA 02072T: 1.781.344.4464F: 1.781.344.4452FENNESSY CONSULTING SERVICES327F BOSTON POST ROAD, SUDBURY, MA 01776T: 1.978.443.7871CAVANAUGH TOCCI ASSOCIATES3300 WALNUT STREET, DENVER, CO 80205T: 1.724.495.9788SEAN O STUDION