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Home My WebLink About120 Maple Ave- Renovation_Signed&SealedCB CBCB CB CB CBCBCBCB CB 117116122124 50 566 156219 140 136 198 398 18 206 176 14 1065 305 281 120 309 699897 80 82 2371 64 64 1812 33 317 76 32 708 161 242 143 DN DN UP DN UP DN DN DN DN 156130 139 100TC 132B 132A 133 135 134 100TD 100JC 135A 152 100CB 100CE 150 136B 136A 146 148 144142138 140 100LA 100CC 143 100SB 132 136 145 100CA 100SD 150A 1OOEA 100UA 100SE 100CG 160 2209 161 148 168 362 164 122 166 119 165 109 167 233 169 115 173 126 175 129 171 129 100CH 453 100UB 71162 77 172 95 MAPLE AVENUE 120 MAPLE AVE HUMPHREY'S SERVICE BLDG H O Y R O A D DRYDEN ROAD (RT 366)CENTRAL HEATING PLANT W E L D I N G S H O P 116 MAPLE AVE AREA OF WORK AREA OF WORK N DRAWING LIST T-000 TITLE SHEET ARCHITECTURAL A-101 PLANS AND ELEVATIONSCORNE LL U N I V E R SI TYFOUN D E D 5681 AD CORNE LL U N I V E RSI TYFOUN D E D 5681AD FACILITIES ENGINEERING N ARCHIVE BAR CODEITHACA, NEW YORK ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.IPP.CORNELL.EDU IT IS 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 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. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 Cornell University MAPLE AVENUE 120 120 MAPLE AVENUE - RENOVATION OF ROOM 167 T-000 11498178 TITLE SHEET FE DESIGN RLH 3010B MARCH 12, 2019 120 MAPLE AVENUE - RENOVATION OF ROOM 167 SITE LOCATION -BUILDING NAME KEY PLAN -FLOOR LEVEL BUILDING CODE SUMMARY APPLICABLE CODES 2015 (EXISTING) IBC (ADOPTED BY NEW YORK STATE) PROJECT SUMMARY THIS PROJECT INCLUDES THE RENOVATION OF 233 SF OF OFFICE SPACE. THE WORK IS ALTERATION LEVEL 2. BUILDING LIMITATIONS CONSTRUCTION CLASSIFICATION:2B CLASSIFICATION OF HAZARDS:NONE HIGH-RISE BUILDING:NO EXTINGUISHING REQUIREMENT:THE EXISTING BUILDING IS SPRINKLERED OCCUPANCY OCCUPANCY CLASSIFICATION:BUSINESS (B) GENERAL SYMBOLS LEGEND EXTERIOR ELEVATION 1 1 1 1X-100 X-100 1 1 1 1 INTERIOR ELEVATION 1 X-100 SECTION MARKER 1 X-100 ENLARGED DETAIL CONSTRUCTION KEYED NOTE DEMOLITION KEYED NOTE DRAWING REVISION NOTE# DRAWING INDEX LINETYPE: TO BE PROVIDED / NEW LINETYPE: DEMOLITION / TO BE RELOCATED LINETYPE: EXISTING TO REMAIN PROJECT SCOPE The purpose of this project is to create a new office Room 167. The scope includes removing an existing alumimum and glass storefront to Room 167 and salvage for reinstallation, and installing a new gypsum wall board and metal wall partition. PERSPECTIVE VIEW # # N EQUAL I-2 EXIST'G EXIST'G EQUAL I-2 EXIST'G D1D1D2 D3OFFICE 169 OFFICE 165 A-101 4 167A EQUAL I-2 EXIST'G 2"2"3' - 0"2"2" EQUAL I-2 EXIST'G EXIST'G EQUAL EQUALGWB WALL A1 OFFICE 167 OFFICE 165 OFFICE 169 Room 167A Room 110CH TRAVEL DISTANCE TO EXIT DOOR = 28' FT. ALIGN A6 A6 1ST FLOOR 0' -0" EXIST'G I-2 EQUAL EXIST'G I-2 EQUAL 167A 2"3' - 0"2"EXIST'GI-2EXIST'GI-2A3 A4 A5 A1 A6 A7 CONT ACOUSTICAL FIRE RATED SEALANT EACH SIDE ON ALL FIRE RATED PARTITIONS METAL STUDS @ 16" O.C. MET. RUNNER CHANNEL SECURED TO FLOOR ACOUSTIC INSULATION AS REQUIRED, REFER TO PARTITION SCHEDULE FLEXIBLE FIRE RATED SEALANT OR SPRAY EACH SIDE ON ALL FIRE RATED PARTITIONS 2 1/2" HIGH LEG METAL TRACK FASTENED TO DECK UNDERSIDE OF SLAB ABOVE SUPSPENDED CEILING ANGLE PROVIDE SEAL AROUND ALL STRUCTURAL OR UTILITY PENETRATIONS (FIRE RATED SEALANT AT ALL FIRE RATED PARTITIONS) 5/8" GYP. WALLBOARD SLIP CLIP STUD VERTICALS TO TRACK FOR SLIDING ATTACHMENT NOTE: VINLY BASE TO MATCH EXIST'G GYP. WALLBOARD ON MET. STUDS, FULL HEIGHT 1. PROVIDE ONE LAYER 5/8" TYPE "X" GWB ON BOTH SIDES FOR 1 HR RATED CONSTRUCTION. PROVIDE FIRE RATED SAFING AND SEALANT AT TOP OF WALL. (UL U465).REFER TO GENERAL NOTESVERTICAL SPAN3-5/8" 20 GA. MTL STUDS @ 16" O.C. 4-7/8" 5/16" EXP. ANCHOR (POWER BOLT B POWERS) @ 16" O.C. MIN. 1-1/2" EMBED INTO EXT'G CONC. ACOUSTIC CEILING SYSTEM AS SCHEDULED 3/8" DIA. WEDGE BOLT BY POWERS (MIN. 2 1/8" EMBED & MIN. 2" EDGE DISTANCE) SECURED WITH 12 GA. CLIP ANGLE A2 ABBREVIATIONS A &AND @ AT ACT ACOUSTICAL CEILING TILE ALT ALTERNATE ALUM ALUMINUM AVG AVERAGE AFF ABOVE FINISH FLOOR B BD BOARD BLDG BUILDING BOD BOTTOM OF DECK BSMT BASEMENT C CG CORNER GUARDS CJ CONTROL JOINT CLG CEILING CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONF CONFERENCE CONT CONTINUOUS CORR CORRIDOR CPT CARPET CRS COURSE(S) CT CERAMIC TILE D DEMO DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DO DOOR OPENING DWG DRAWING E EA EACH EJ EXPANSION JOINT ELEC ELECTRIC ELEV ELEVATION/ ELEVATOR EPDM RUBBER ROOF MEMBRANE EQ EQUAL EX'G EXISTING EXT EXTERIOR F FD FLOOR DRAIN FDN FOUNDATION FEC FIRE EXTINGUISHER CABINET FFE FINISH FLOOR ELEVATION FRP FIBER REINFORCED POLYESTER FT FOOT/FEET FTG FOOTING G GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERAL GL GLASS GWB GYPSUM WALL BOARD H HC HANDICAPPED HT HEIGHT HM HOLLOW METAL HR HOUR HVAC HEATING, VENTILATING & AC J JAN JANITOR L LAV LAVATORY LB/#POUND LGMF LIGHT GAGE METAL FRAMING M MFR MANUFACTURER MAT MATERIAL MAX MAXIMUM MEZZ MEZZANINE MIN MINIMUM MO MASONRY OPENING MTL METAL N NA NOT APPLICABLE NIC NOT IN CONTRACT NR NOT RATED NTS NOT TO SCALE O OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OSB ORIENTER STRAND BOARD P +/-PLUS OR MINUS PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED Q QTY QUANTITY R R RISER RD ROOF DRAIN REF REFRIGERATOR REQ REQUIRED REV REVISION RO ROUGH OPENING RTU ROOF TOP UNIT S SHTG SHEATHING SIM SIMILAR SF SQUARE FOOT/ FEET SS STAINLESS STEEL STL STEEL STD STANDARD T T TREAD T&G TONGUE & GROOVE TEL TELEPHONE TEMP TEMPERATURE TOS TOP OF STEEL TV TELEVISION TYP TYPICAL U UEV UNEVEN DOORS W/ VISION PANEL UEF UNEVEN FLUSH DOOR V VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD W W/O WITHOUT WD WOOD 101 A101 1 1 1 1 0 Name Elevation 101 X-X X 1t DN WALL -EXISTING WALL -METAL STUD/ GWB WALL -CONCRETE WALL -CMU WALL -BRICK ITEMS FOR DEMOLITION DOOR/ WALL -EXISTING DOOR/ WALL -NEW DOOR/ WALL -DEMOLITION TAG -DOOR TAG -WINDOW TAG -WALL TAG -ROOM # CENTER LINE PHOTO REFERENCE LEVEL MARKER COLUMN GRID MARKER ELEVATION MARKER UP ELEVATION CHANGE ARROWS BREAK LINE SYMBOLS 0' -0"CORNE LL U N I V E RSI TYFOUN D E D 5681AD FACILITIES ENGINEERING N ARCHIVE BAR CODEITHACA, NEW YORK ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.IPP.CORNELL.EDU IT IS 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 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. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 MAPLE AVENUE 120 120 MAPLE AVENUE - RENOVATION OF ROOM 167 A-101 11498178 PLANS AND ELEVATIONS R. HERKO RLH 3010B MARCH 12, 2019 A-101 RENOVATION KEY NOTES A1 NEW 20 GA. 3-5/8" MTL STUDS WALL WITH SOUND BATT INSULATION & 5/8" GYP WALL BOARD EA. SIDE. EXTEND WALL TO DECK. SEE PARTITION TYPE DETAIL 5/A-101 A2 AREA OF EXISTING CEILING TO BE REINSTALLED AND EXISTING CEILING TILES CUT TO FIT WITH NEW WALL CONSTRUCTION. A3 GWB WALL, PRIMED, PAINTED (2 COATS TO MATCH EXT'G) BOTH SIDES OF WALL A4 NEW ALUM. FRAMING - KAWNEE TRIFAB VG450 (1 3/4" X 4 1/2") TO MATCH EXT'G CLEAR ANODIZED, CLASS 2 FINISH. A5 NEW 36"W X 84"H ASH VENEER STILE & RAIL WOOD DOOR AS MFGR. BY ALGOMA TO MATCH EXT'G DOOR TO ROOM 167 (PROVIDE SAMPLES) WITH 25" W X 67" 5/16" LAMINATED GLASS WITH.060 TRANSLUCENT INTER LAYER, 5-1/2" LOCK STILE, 5-1/2" TOP RAIL & 10-3/4" BOTTOM RAIL. A6 NEW VINYL BASE TO MATCH EXISTING A7 NEW DOOR HARDWARE - (3) 4-1/2" STD WT (.134) HINGE TA27144-1/2"X4-1/2" 26D FINISH BY McKINNEY, TYPE 102, WITH (1) MORTISE LOCKSET #8205 LNL X L/C (R), US26D FINISH BY SARGENT, TYPE 303B WITH CONCEALED OVERHEAD HOLDER/STOP, STD DUTY #1538S (36"W), 26D FINISH, BY SARGENT, TYPE 700A AND (3) SILENCERS #8S, GRAY FINISH BY DCI, TYPE 900A. NOTE: SET CONCEALED STOP AT 90 DEGREES. # A-101 DEMOLITION KEY NOTES D1 EXISTING GLASS & FRAME TO BE REMOVED AND SALVAGED FOR REINSTALLATION IN NEW LOCATION D2 EXISTING GLASS & STOREFRONT FRAMING TO BE REMOVED AS REQUIRED TO INSTALL NEW DOOR, FRAME, GWB WALL & STOREFRONT FRAMING. D3 AREA OF EXISTING SUSPENDED ACOUSTICAL TILE CEILING AND GRID TO BE REMOVED AS REQUIRED TO INSTALL NEW G.W.B WALL CONSTRUCTION. REINSTALL GRID & CUT TILE AS REQUIRED TO FIT NEW SPACE. # 0' 4' 8'16' SCALE: 1/8"=1'-0" SCALE: 1/4" = 1'-0" 1 DEMOLITION PLAN - 1ST FLOOR SCALE: 1/4" = 1'-0" 2 RENOVATION PLAN - 1ST FLOOR SCALE: 1/4" = 1'-0" 4 INTERIOR ELEVATION SCALE:1 1/2" = 1'-0"5 TYP. METAL STUD PARTITION SECTION SCALE: 1/4" = 1'-0" 3 RENOVATION REFLECTED CEILING PLAN - 1ST FLOOR SCOPE OF WORK 1.0 REMOVE AND SALVAGE EXISTING STOREFRONT & GLASSS AS INDICATED 2.0 REMOVE EXISTING CEILING TILES AND GRID AS REQUIRED TO INSTALLNEW WORK. SALVAGE FOR REINSTALLATION 3.0 INSTALL NEW METAL STUD WALL CONSTRUCTION AND GWB FINISH AS INDICATED 4.0 REINSTALL ALUM. FRAME & EXISTING GLASS SYSTEM AND NEW DOOR & FRAMING AS INDICATED. FINISH & PAINT AS NOTED. GENERAL NOTES 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 NFPA 101 LIFE SAFETY CODE, LATEST REVISION, ANSI A117.1 - LATEST REVISION, OSHA, AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THIS PROJECT IS 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 NOT 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 DRAWINGS 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 / 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 AREAS. 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 (i.e. ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS CONSISTING OF REMOVAL / 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 IS 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 FOR A 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.