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Home My WebLink AboutLynah Rink Video Board ReplacementSS STANDS S/P SCOREBOARD ATHLETIC FIELD FP SCOREBOARD 2 1 3 4 5 6 7 8 CB CBCBCB CB CB CBCB CB CB 116 114 112 110 111 113 10020 108 115 117 117A 117B 125 10021 119 121 123 10022 126 124 122 120 10023 101A 101B 101 10042 10001 10070 10040 118 10041 105 140 140 10024 10025 103A 103B 103 10046 10044 OPEN TO BELOWROOF 10060 DN LOCKERSLOCKERSLOCKERS LOCKERSLOCKERS LOCKERSDN DN BENCH GM0005 GM02 ROOF GM01 GM0003 DN DN DN UP DN to ice UP to 1st floor G13 G01 G0060 G0001 G0042 G0070 G32 G30 G34 G22 G19 ICE RINK G24 G21 G23 G25 G0002 G0061 G0040 G07 G06 G0020 G09 G0044 G0021 G10 G11 G14 G0062 G0022 G0023 G0024 G0003 G0063 G0041 G0004 G0005 UP UP UP UP UP UP J LYNAH RINK 2613 CAMPUS ROAD CORNE 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.FCS.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 LYNAH RINK LYNAH VIDEO BOARD REPLACEMENT T-001 11602313 TITLE SHEET FE DESIGN ETR 2613 JULY 12, 2019 LYNAH VIDEO BOARD REPLACEMENT E-100 GROUND FLOOR REMOVAL PLAN T-001 TITLE SHEET STRUCTURAL S-001 GENERAL NOTES, LEGEND, & ABBREVIATIONS S-101 STRUCTURAL PLAN AND SECTIONS S-201 STRUCTURAL ELEVATIONS AND DETAILS S-202 CONNECTION DETAILS ELECTRICAL E-001 GENERAL NOTES AND SYMBOL LEGENDS E-101 GROUND FLOOR INSTALLATION PLAN E-102 FIRST FLOOR PLAN POWER AND FIRE ALARM E-103 FIRST FLOOR PLAN COMMUNICATION CONDUIT E-104 MEZZANINE E-501 SCHEDULES FIRE PROTECTION FP-101 MEZZANINE FIRE PROTECTION LAYOUT SITE LOCATION -LYNAH RINK KEY PLAN -GROUND FLOOR, FIRST FLOOR, AND MEZZANINE AREA OF WORK BUILDING CODE SUMMARY APPLICABLE CODES 2015 (EXISTING) IBC (ADOPTED BY NEW YORK STATE) PROJECT SUMMARY THIS PROJECT INCLUDES THE REPLACEMENT OF THE EXISITNG SCOREBOARD, THE ADDITION OF TWO SCORBOARD RIBBONS AND A CONTROL ROOM. THE WORK IS ALTERATION LEVEL 2. BUILDING LIMITATIONS CONSTRUCTION CLASSIFICATION:1A CLASSIFICATION OF HAZARDS:NONE HIGH-RISE BUILDING:NO EXTINGUISHING REQUIREMENT:THE EXISTING BUILDING IS SPRINKLERED OCCUPANCY OCCUPANCY CLASSIFICATION:BUSINESS (B) GROUND FLOORFIRST FLOOR AREA OF WORK AREA OF WORK DRAWING INDEX PROJECT SCOPE PROVIDE STRUCTURAL AND ELECTRICAL DESING TO SUPPORT THE REPLACEMENT OF THE EXISTING DAKTRONICS SCOREBOARD AND INSTALLATION OF NEW RIBBON BOARDS ON THE EAST END OF THE RINK. 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# LINETYPE: TO BE PROVIDED / NEW LINETYPE: DEMOLITION / TO BE RELOCATED LINETYPE: EXISTING TO REMAIN MEZZANINE AREA OF WORK 1 6/21/19 ISSUE FOR PROGRESS REVIEW 2 7/8/19 ISSUE FOR COORDINATED REVIEW 3 7/12/19 ISSUE FOR CONSTRUCTION WIDE FLANGE MEMBERS A992, Fy = 50 KSI STRUCTURAL STEEL GRADES HSS RECTANGULAR MEMBERS CHANNELS AND ANGLES A500 GRADE B, Fy = 46 KSI A36, Fy = 36 KSI HSS ROUND MEMBERS A500 GRADE B, Fy = 42 KSI PLATES A572, Fy = 50 KSI PIPES A53, Fy = 35 KSI THREADED RODS F1554 GRADE 36, Fy = 36 KSI W_X__ NEW STEEL BEAM OF SIZE W_X__ COLUMN UP/DOWN NEW STEEL COLUMN W_X__EXIST. STEEL BEAM OF SIZE W_X__ EXISTING STEEL COLUMN GROUND SNOW LOAD, Pg 40 PSF FLAT-ROOF SNOW LOAD, Pf 28 PSF SNOW LOAD IMPORTANCE FACTOR, Is 1.00 THERMAL FACTOR, Ct 1.0 DRIFT SURCHARGE LOAD, Pd N/A SNOW DRIFT WIDTH, w N/A ULTIMATE WIND DESIGN SPEED, Vult 115 MPH WIND EXPOSURE CATEGORY B RISK CATEGORY II INTERNAL PRESSURE COEFFICIENT, GCpi +/-0.18 MWRFS DESIGN PRESSURE COEFFICIENT, qz N/A C&C DESIGN PRESSURE COEFFICIENT, qcc N/A SEISMIC IMPORTANCE FACTOR, Ie 1.00 Ss 0.15g S1 0.06g ASSUMED SOIL SITE CLASS D SDS 0.160g SD1 0.096g SEISMIC DESIGN CATEGORY B SEISMIC FORCE-RESISTING SYSTEM(S)STEEL NOTE SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE BASE SHEAR, V N/A SEISMIC RESPONSE COEFFICIENT, CS 0.053 RESPONSE MODIFICATION COEFFICIENT, R 3 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE DESIGN PARAMETERS MATERIAL STRUCTURAL STEEL: STEEL FABRICATION WELDED CONNECTIONS REQUIRED SUBMITTALS SCHEDULE / SHOP DWGS PRODUCT DATA INSPECTIONS & TESTS X X BOLTED CONNECTIONS X X A AVG AVERAGE B BLDG BUILDING C CJ CONTROL JOINT CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS CRS COURSE(S) D DEMO DEMOLITION DIA DIAMETER DIM DIMENSION DWG DRAWING E EA EACH EL ELEVATION EQ EQUAL (E),EXISTING EXIST EXT EXTERIOR F FT FOOT/FEET FTG FOOTING G GA GAGE GALV GALVANIZED H HT HEIGHT L LB(S)POUND(S) M MFR MANUFACTURER MAT MATERIAL MAX MAXIMUM MIN MINIMUM N N/A NOT APPLICABLE NTS NOT TO SCALE O O.C.ON CENTER OD OUTSIDE DIAMETER OPP OPPOSITE P PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH Q QTY QUANTITY R REQ REQUIRED REV REVISION S SIM SIMILAR SF SQUARE FOOT/ FEET SS STAINLESS STEEL STL STEEL STD STANDARD T TOS TOP OF STEEL TYP TYPICAL V VIF VERIFY IN FIELD SYMBOLS &AND @ AT +/-PLUS OR MINUS #POUND(S) OUTLINE OF VIDEOBOARD AND PANEL STEEL CORNE LL U N I V E RSI TYFOUN D E D 5681AD FACILITIES ENGINEERING ARCHIVE BAR CODEITHACA, NEW YORK ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.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 LYNAH RINK LYNAH VIDEO BOARD REPLACEMENT S-001 11602313 GENERAL NOTES, LEGEND, & ABBREVIATIONS Q. OLSEN QCO/AFA 2613 JULY 12, 2019 CODES & GENERAL REQUIREMENTS 1. PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH THE 2017 NEW YORK STATE UNIFORM CODE SUPPLEMENT AND CITY OF ITHACA AMENDMENTS REFERENCING THE 2015 INTERNATIONAL BUILDING CODE. THE FOLLOWING CODES AND STANDARDS ARE REFERENCED IN THE PROJECT DOCUMENTS: A. AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS B. ASCE7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES WITH SUPPLEMENT NO. 1 C. 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING IN THE FIELD ALL DIMENSIONS AND ELEVATIONS OF THE EXISTING BUILDING. 3. CONTRACTOR IS RESPONSIBLE FOR DESIGNING AND INSTALLING ALL TEMPORARY SHORING REQUIRED FOR CONSTRUCTION. THE LOCATIONS REQUIRING TEMPORARY SUPPORT DURING INSTALLATION MAY OR MAY NOT BE NOTED ON THE DRAWINGS. THIS IS PART OF THE MEANS AND METHODS OF CONSTRUCTION FOR WHICH THE CONTRACTOR IS RESPONSIBLE. DEFLECTION CRITERIA 1. TOTAL LOAD: L/800 FOR L IS TOTAL LENGTH OF VIDEOBOARD 2. MAXIMUM 1/2" DEFLECTION STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL BE ASTM FABRICATED AND ERECTED IN ACCORDANCE WITH AISC "STEEL CONSTRUCTION MANUAL" AND ALL WORK SHALL COMPLY WITH AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES." 2. GRADES OF STRUCTURAL STEEL TO BE PER TABLE THIS SHEET U.O.N. 3. ALL BOLTED CONNECTIONS TO BE MADE WITH A325 OR A490 TYPE N HIGH STRENGTH BOLTS UNLESS GALVANIZED BOLTS ARE SPECIFIED. WHERE GALVANIZED BOLTS ARE SPECIFIED ON THE DRAWINGS, GALVANIZED BOLTS SHALL CONFORM TO ASTM A153, CLASS C AND SHALL BE HOT-DIP GALVANIZED. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL BOLTED CONNECTIONS SHALL BE BEARING-TYPE BOLTED CONNECTIONS TIGHTENED TO THE "SNUG- TIGHT" CONDITION. 4. ALL NUTS SHALL MEET REQUIREMENTS OF ASTM A-563 DH OR ASTM A-194 2H. 5. ALL WASHERS SHALL MEET REQUIREMENTS OF ASTM F-436. 6. ALL BOLT HOLES IN STEEL MEMBERS SHALL BE 1/16" LARGER IN DIAMETER THAN THE NOMINAL SIZE OF THE BOLT USED, U.N.O. ON DRAWINGS. THIS IS A STANDARD SIZE BOLT HOLE. 7. WELDING SHALL MEET THE REQUIREMENTS OF OF THE "STRUCTURAL WELDING CODE" AWS D1.1-2006. ELECTRODES SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 KSI AND BE LOW-HYDROGEN TYPE. THE LENGTH OF WELD SPECIFIED ON THE DRAWINGS IS THE MINIMUM EFFECTIVE LENGTH OF THE WELD. ALL WELDS TO BE A MINIMUM 3/16" FILLET WELD U.N.O. ON DRAWINGS. CONTRACTOR TO SUBMIT WELDER CERTIFICATIONS FOR EOR TO REVIEW. 8. ALL STEEL SHALL BE PAINTED IN THE SHOP WITH DEVGUARD 4360 U.N.O. ON THE DRAWINGS. PAINT TO BE TINTED TO MATCH THE PAINT AT THE EXISTING MEZZANINE. 9. ALL STEEL SHALL BE INSTALLED WITH CAMBER UP EXCEPT WHERE NOTED OTHERWISE ON DRAWINGS AND AT CANTILEVERS WHERE STEEL SHALL BE INSTALLED WITH CAMBER DOWN. 10. SPLICING OF STRUCTURAL MEMBERS WHERE NOT DETAILED ON THE CONTRACT DOCUMENTS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE, AND CONNECTION TO BE MADE. 11. PERFORM SPECIAL INSPECTIONS PER THE IBC AND LOCAL CODE RQUIREMENTS. 12. AN INTERNAL WIND PRESSURE OF 5 PSF WAS USED TO DESIGN THE STEEL FRAME FOR THE VIDEOBOARD. THE FRAME WAS DESIGNED FOR THE FOLLOWING GRAVITY LOADS: AN EVENLY DISTRIBUTED LOAD OF 2440 LBS FOR THE WEIGHT OF THE VIDEOBOARD, THE SELF WEIGHT OF THE STRUCTURAL ELEMENTS, AND A 200 LB POINT LOAD IN THE WORST DIRECTION. 13. ALL HARDWARE FOR STRUCTURAL STEEL CONNECTIONS TO BE GALVANIZED. TOUCH-UP ALL DAMAGED AREAS WITH ZRC GALVILITE GALVANIZING REPAIR (95% ZINC). 14. VIDEOBOARD TO BE PROVIDED BY DAKTRONICS. VIDEOBOARD WEIGHT IS 2280 LBS AND PANEL WEIGHT IS 160 LBS. ALL CONNECTIONS BETWEEN VIDEOBOARD AND STRUCTURAL STEEL TO BE DESIGNED BY DAKTRONICS. ALL CONNECTIONS BETWEEN PANEL AND STRUCTURAL STEEL TO BE DESIGNED BY DAKTRONICS. INSTALLATION OF CONNECTIONS TO BE COORDINATED BETWEEN DAKTRONICS AND FACILITIES ENGINEERING. GENERAL NOTESLEGEND ABBREVIATIONS SCALE:NO SCALE1OVERALL VIEW OF FRAME 1.0 2.0 3.0 1.0 2.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 1 6/21/2019 ISSUE FOR PROGRESS REVIEW 2 7/8/2019 ISSUE FOR COORDINATED REVIEW 3 7/12/2019 ISSUE FOR CONSTRUCTION (E) W14X30 (E)W10X15(E) W10X15(E) W12X19 (E)W12X19(E) W12X19(E) W12X19 (E) W14X30(E) W12X19 (E) W14X30(E) W10X15 (E) W14X30(E) W12X19 (E) W14X30(E) W12X19 (E) W14X30(E) W10X15(E) W10X15(E) W10X15 (E) W12X19 S-201 NORTH2 S-101 3 S-101 S-201 SOUTH8' - 0"12' - 0"12' - 0"12' - 0"8' - 0"2 S-101 OPP 3 S-101 OPP 8' - 0"12' - 0"4' - 0"4' - 0"12' - 0"8' - 0"4' - 0"HSS4X4X1/4, TYP. 2 LOCATIONS 2L4X4X1/4 NO GAP, TYP. 4 LOCATIONS NEW STRUCTURE SUPPORTING VIDEOBOARD V.I.F.V.I.F. 7 8 11 12.5 14 16 20 23 25 28 31 24.5 28.9 C C.5 D.3 EXISTING COLUMN (E) 6'' PIPE DETAILS 2A & 2B PROVIDE SHORT-SLOTTED HOLE ALONG THE LENGTH OF THE KICKER AT EACH END. PROVIDE (2) 5/8" DIAMETER A325N BOLTS (ONE AT EACH END OF THE KICKER). KICKER IS L4X4X1/4. BETWEEN THE KICKER AND THE CONNECTION PLATE, PROVIDE A 2"X2"X1/2" THICK TEFLON PAD DETAIL 2D DETAIL 2C EXISTING BEAMS WELD ALL AROUND EXISTING ANGLES AT CONNECTION BETWEEN (E) W12 AND (E) W14 WITH 3/16" FILLET WELD DETAIL 2A SCALE: 3" = 1'-0" EXISTING W14 NOT SHOWN FOR CLARITY 2B2B PROVIDE (6) 5/8" DIAMETER A325N BOLTS THAT ARE BOLTED THROUGH ANGLES AND HSS AS SHOWN. PROVIDE 1'-8" LONG L4X4X3/8 ANGLES, TOP AND BOTTOM. DETAIL 2B SCALE: 3" = 1'-0" DOUBLE ANGLE BEYOND EXISTING W12 EXISTING CONCRETE ON METAL DECK WITH BENT PLATE AT SLAB EDGE EQ EQ 0' - 2 3/4" V.I.F. 0' - 4" DETAIL 2C SCALE: 3" = 1'-0" DETAIL 2D SCALE: 3" = 1'-0" WELD ALONG FULL LENGTH, BOTH SIDES WHERE POSSIBLE WELD ALONG FULL LENGTH, BOTH SIDES WHERE POSSIBLE 0' - 0 1/2"0' - 9"0' - 0 1/2"0' - 0 1/2" L3X2X1/4 ANGLE, TYP. LOCATIONS0' - 10"0' - 10"0' - 3"0' - 3"0' - 2"0' - 2"0' - 3"0' - 3"9" LONG W8X15 (E) W14 WELD L4X4X1/4 ANGLE TO UNDERSIDE OF (E) W12, BOTH SIDES DETAIL 2C-1 SCALE: 3" = 1'-0" 2C-1 2C-1 KICKER VERTICAL ANGLE HORIZONTAL ANGLE 0' - 2 3/4"0' - 2 1/8"0' - 7 1/4"0' - 0 1/2"0' - 1 3/4"0' - 3 1/8"0' - 1 3/4"DETAIL 2D -PLATE0' - 2"1/2" DIAMETER A325N BOLT WELD ALONG FULL LENGTH, BOTH SIDES OF PLATE POST BEYOND 4"X4"X1/4" PLATE WELDED TO HORIZONTAL ANGLE (7-3/8" LONG L4X4X1/4) WITH 3/16" FILLET WELD ON INSIDE OF ANGLE. PLATE THROUGH-BOLTED TO HSS WITH 5/8" DIAMETER BOLT 5/8" DIAMETER BOLT 0' - 4 3/8"0' - 3"0' - 2"0' - 1 1/2"0' - 2"0' - 2"3/16" FILLET WELD ALONG FULL LENGTH OF ANGLE (TYP. 2 LOCATIONS) TEFLON PAD DETAILS 3A AND 3B DETAIL 3A SCALE: 3" = 1'-0" 0' - 1 3/4"0' - 2"0' - 2"0' - 0 5/8"0' - 1 1/2" PROVIDE VERTICAL LONG- SLOTTED HOLE IN PLATE. PLATE TO BE 1/4" THICK X 2" WIDE X 8-1/8" LONG. PROVIDE (1) 5/8" DIAMETER A325N BOLT CENTERED ON SLOT. CONNECTION IS THROUGH- BOLTED. STIFFENER PLATE TO BE 1/4" THICK AND HAVING THE DIMENSIONS SHOWN HERE. WELD STIFFENER PLATE AT VERTICAL AND HORIZONTAL EDGES WITH 3/16" FILLET WELD (MINIMUM 3" LONG VERTICALLY AND MINIMUM 1" LONG HORIZONTALLY). WELD KICKER TO STIFFENER ALONG BOTTOM EDGE 3B 3B DETAIL 3B SCALE: 3" = 1'-0" 2" X 2" X 1/2" THICK TEFLON PAD SEE DETAILS ON S-201 FOR BALANCE OF INFORMATION ON HSS TO HSS CONNECTION BOLT TO ONLY BE HAND TIGHTENED. CONNECTION MUST REMAIN LOOSE TO ALLOW PLATES TO SLIP. FIELD WELD AFTER BOLT IS INSTALLED. MINIMUM 3'' LONG 3/16'' FILLET WELD AT TOP OF PLATE 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.FCS.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 LYNAH RINK LYNAH VIDEO BOARD REPLACEMENT S-101 11602313 STRUCTURAL PLAN AND SECTIONS Q. OLSEN JD/QCO/AFA 2613 JULY 12, 2019 SCALE:1/8" = 1'-0"1 MEZZANINE FRAMING GENERAL NOTES SCALE:1" = 1'-0"2 SECTION SCALE:1" = 1'-0"3 SECTION 1. PRIOR TO INSTALLATION OF THE NEW STEEL, THE EXISTING ANGLE FRAME SUPPORTING THE EXISTING SCOREBOARD MUST BE REMOVED. BASED ON THE ORIGINAL DRAWINGS, THE FRAME ATTACHES TO THE MEZZANINE STRUCTURE AT FOUR POINTS. THE CONNECTIONS BETWEEN THE FRAME AND THE MEZZANINE STEEL MUST BE COMPLETELY REMOVED. THIS INCLUDES CUTTING OFF ANGLES AND TABS WELDED TO THE MEZZANINE STRUCTURE FOR THE CONNECTIONS. 2. THE NEW FRAME TO SUPPORT THE VIDEOBOARD IS SHOWN IN ELEVATION 1/S-201. THE PLAN 1/S-101 SHOWS THE GENERAL LOCATION OF THE NEW STEEL. SEE THE SECTIONS, ELEVATION, AND DETAILS FOR THE EXACT PLACEMENT OF THE NEW STEEL RELATIVE TO THE EXISTING STRUCTURE. TOP OF EXISTING STRUCTURAL STEEL IS ELEVATION 0'-0". 1 6/21/2019 ISSUE FOR PROGRESS REVIEW 2 7/8/2019 ISSUE FOR COORDINATED REVIEW 3 7/12/2019 ISSUE FOR CONSTRUCTION 1.0 2.0 0 4 8 16 SCALE: 1/8"=1'-0" 0 1 3 6 SCALE: 3"=1'-0" 0 1 2 SCALE: 1"=1'-0" DET. F DET. F DET. E OPP. DET. C OPP.DET. B OPP. DET. G OPP. DET. D OPP. DET. A OPP. 5' - 0 3/4" -0' - 4" -3' - 2 3/4" HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/42LX4X4X1/4, NO GAP2LX4X4X1/4, NO GAPDET. H SIM. DET. F DET. H CONTINUOUS L2-1/2X2-1/2X1/4, TOP OF ANGLE MIN. 13" BELOW BOTTOM OF HSS 8' - 0"7' - 0"MATCHLINE -SEE 2/S-2012' - 0" V.I.F. 7' - 0" V.I.F. EXISTING W12 BEAM EXISTING 6" PIPE COLUMN, TYP. -4' - 8" DET. A DET. B DET. C DET. D DET. E DET. G DET. F DET. H DET. F. HSS4X4X1/4 HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4HSS4X4X1/42LX4X4X1/4, NO GAP2LX4X4X1/4, NO GAPDET. H SIM. DET. F ANGLE SPLICE HSS SPLICE 7' - 0"8' - 0"8' - 0"MATCHLINE -SEE 1/S-2010' - 11" TYP. 7' - 0" V.I.F. 2' - 0" V.I.F. EXISTING W12 BEAM EXISTING 6" PIPE COLUMN, TYP.CORNE LL U N I V E RSI TYFOUN D E D 5681AD FACILITIES ENGINEERING ARCHIVE BAR CODEITHACA, NEW YORK ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.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 LYNAH RINK LYNAH VIDEO BOARD REPLACEMENT S-201 11602313 STRUCTURAL ELEVATIONS AND DETAILS Q. OLSEN QCO/AFA 2613 JULY 12, 2019 SCALE:3/4" = 1'-0"1 VIDEOBOARD FRAMING - NORTH GENERAL NOTES 1. DIMENSIONS AND ELEVATIONS OF NEW STEEL TO BE COORDINATED WITH DAKTRONICS SHOP DRAWINGS. 2. PAINT TO MATCH EXISTING MEZZANINE STEEL AND TOUCH UP PAINT ON EXISTING MEZZANINE STEEL AFTER NEW STEEL IS INSTALLED. 3. IF SHIMMING IS REQUIRED FOR VIDEO BOARD PLATE ATTACHMENTS TO BE INSTALLED ON HORIZONTAL HSS MEMBERS, PROVIDE SHIMS ONLY AT THE BOTTOM HORIZONTAL HSS. DO NOT SHIM AT THE TOP HORIZONTAL HSS. 4. SEE S-202 FOR DETAILS AND SPLICES NOTED ON THIS SHEET. SCALE:3/4" = 1'-0"2 VIDEOBOARD FRAMING - SOUTH 1 6/21/2019 ISSUE FOR PROGRESS REVIEW 2 7/8/2019 ISSUE FOR COORDINATED REVIEW 3 7/12/2019 ISSUE FOR CONSTRUCTION SCALE: 3/4"=1'-0" 0 1 2 3 1.0 2.0 3.0 4.0 NOTES: 1. 1/4" THICK 8''x4''PLATE WELDED TO ANGLE WITH 3/16'' FILLET WELDS ON INSIDE OF BOTH ANGLES. PLATE BOLTED TO HSS WITH (2) 5/8" DIAMETER A325N BOLTS CENTERED ON TUBE WIDTH AND CENTERED ON DOUBLE ANGLE. DETAIL A DETAIL B 0' - 8" NOTES: 1. PROVIDE 4"X10"X1/4" PLATE THROUGH-BOLTED WITH 5/8" DIAMETER A325N BOLT CENTERED ON PLATE WIDTH (TYPICAL TWO LOCATIONS). PLATE TO BE WELDED TO VERTICAL HSS IN SHOP AS SHOWN ABOVE 2. PROVIDE 4"X4"X1/8" CAP PLATE ON END OF HORIZONTAL HSS SEAL WELDED AND WITH THE CORNERS OF THE PLATE GROUND SMOOTH DETAIL D DETAIL HDETAIL G DETAIL E DETAIL C DETAIL F -FROM THE BACK HSS SPLICE DETAIL PROVIDE (4) 2"X12"X1/4" PLATES, ONE ON EACH FACE OF HSS. WELD WITH 3/16" FILLET WELD, ALL AROUND, AT EACH PLATE. PROVIDE SEAL WELD BETWEEN HSS MEMBERS, GRIND SMOOTH, AND PAINT. 0 ' - 1 1 /2 "GUSSET DETAIL0' - 2"0' - 2" NOTES: 1. PROVIDE 5/8" DIAMETER A325N BOLT AND 8-1/2"X4-1/4"X1/4" GUSSET PLATE. 2. PROVIDE 12-3/4"X4"X1/4" CAP PLATE WITH (3) 5/8" DIAMETER A325N BOLTS THROUGH BOLTED TO HORIZONTAL HSS. 0' - 4" 0' - 7" 0' - 1 5/8"0' - 8 3/8" DETAIL E -FROM THE BACK (BRACES NOT SHOWN FOR CLARITY) DETAIL H -SECTION 3/16" FILLET WELD FOR FULL LENGTH OF ANGLE LEG 3/16" FILLET WELD FOR FULL WIDTH OF DOUBLE ANGLE CONTINUOUS ANGLE HSS SPLICE -SECTION PLATE, TYP. 3/16" FILLET WELD, BOTH SIDES SEAL WELD 0' - 1 3/4" 0' - 5" 0' - 2" 0' - 2" 0' - 2"0' - 2"0' - 1 3/8"0' - 0 5/8"CAP PLATE DETAIL 3/16" FILLET WELD ON INSIDE OF ANGLE, BOTH SIDES SEAL WELD 3/16" FILLET WELD 3/16" FILLET WELD NOTES: 1. PROVIDE 4"X1'-5"X1/4" CAP PLATE ON END OF HORIZONTAL HSS WELDED AS SHOWN. PLATE TO BE CENTERED ON HORIZONTAL HSS 2. THROUGH-BOLT CAP PLATE TO VERTICAL HSS WITH (4) 5/8" DIAMETER A325N BOLTS. SPACING SHOWN ABOVE. BOLTS TO BE CENTERED ON PLATE0' - 2 1/2"0' - 8"0' - 2 1/2"NOTES: 1. PROVIDE 4"X1'-5"X1/4" PLATE THROUGH-BOLTED WITH (3) 5/8" DIAMETER A325N BOLTS. PLATE TO BE WELDED TO VERTICAL HSS IN SHOP AS SHOWN ABOVE 2. PROVIDE 4"X4"X1/8" CAP PLATE ON END OF HORIZONTAL HSS SEAL WELDED AND WITH THE CORNERS OF THE PLATE GROUND SMOOTH 3. PROVIDE 10"X4"X1/4" GUSSET PLATE WITH (1) 5/8" DIAMETER A325N BOLT CONNECTING ANGLE AND GUSSET. WELD GUSSET TO BASE PLATE WITH 3/16" FILLET WELD BOTH SIDES (HORIZONTAL). WELD GUSSET TO HSS (VERTICAL) WITH 3/16" FILLET ONE SIDE.0' - 2 1/8"0' - 3 1/2"0' - 3 1/2"0' - 4" SECTION WITH PLATE DETAILING 1' - 5"EQEQ0' - 4"0' - 1 1/2" 3/16" FILLET WELD, BOTH SIDES SEAL WELD, BOTH SIDES 0' - 1 3/8"4-1/4"X11-1/2"X1/4" GUSSET WELDED TO HSS AND VERTICAL PLATE WITH 3/16" FILLET WELD BOTH SIDES 0' - 2 1/2"0' - 2" 0 ' - 1 1 /2 "0' - 1 7/8"0' - 1 5/8" 4-1/2"X8-1/4"X1/4" GUSSET WELDED TO HSS AND VERTICAL PLATE WITH 3/16" FILLET WELD BOTH SIDES 4"X1-4"X1/4" PLATE WELDED TO HSS WITH 3/16" FILLET ON TWO SIDES AND SEAL WELD ON TWO SIDES. PLATE THROUGH- BOLTED TO SECOND PLATE AND DOUBLE ANGLE WITH (4) 5/8" DIAMETER A325N BOLTS (NOT SHOWN HERE, SEE ABOVE DETAIL). TYPICAL TWO LOCATIONS 0' - 3"0' - 3 1/2"0' - 3 1/2"0' - 3"4"X1-4"X1/4" PLATE WELDED TO HSS WITH 3/16" FILLET ON TWO SIDES AND SEAL WELD ON TWO SIDES. PLATE THROUGH- BOLTED TO SECOND PLATE AND DOUBLE ANGLE WITH (4) 5/8" DIAMETER A325N BOLTS (NOT SHOWN HERE, SEE ABOVE DETAIL). TYPICAL TWO LOCATIONS 0' - 3"0' - 3 1/2"0' - 3 1/2"0' - 3"0' - 0 1/4"DETAIL E -SECTION 0' - 0 1/4" 0' - 1 3/8" DETAIL F -SECTION 0' - 0 1/4"CORNE LL U N I V E RSI TYFOUN D E D 5681AD FACILITIES ENGINEERING ARCHIVE BAR CODEITHACA, NEW YORK ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.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 LYNAH RINK LYNAH VIDEO BOARD REPLACEMENT S-202 11602313 CONNECTION DETAILS Q. OLSEN QCO/AFA 2613 JULY 12, 2019 SCALE:1 1/2" = 1'-0"1 DETAILS 1 6/21/2019 ISSUE FOR PROGRESS REVIEW 2 7/8/2019 ISSUE FOR COORDINATED REVIEW 3 7/12/2019 ISSUE FOR CONSTRUCTION SCALE: 1-1/2"=1'-0" 6 10 3 CORNE LL U N I V E RSI TYFOUN D E D 5681AD FACILITIES ENGINEERING ARCHIVE BAR CODEITHACA, NEW YORK ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.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 LYNAH RINK LYNAH VIDEO BOARD REPLACEMENT E-001 11602313 GENERAL NOTES AND SYMBOL LEGENDS E. REICHARD ETR 2613 JULY 12, 2019 GENERAL ELECTRICAL NOTES 1.0 ELECTRICAL SCHEMATICS INDICATED ON CONTRACT DOCUMENTS ARE DIAGRAMMATIC. IT IS NOT THE INTENT TO SHOW EXACT OR MOST EFFICIENT ROUTING. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS ON SITE. ANY CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS SHALL BE BROUGHT TO CORNELL'S PROJECT MANAGER FOR RESOLUTION BEFORE WORK PROCEEDS. 2.0 ASSURE PUBLIC AND WORKER SAFETY AT ALL TIMES. PROTECT ADJOINING AREAS FROM DAMAGE AND DUST. REMOVE ALL DEBRIS FROM SITE AND DISPOSE OF WASTE MATERIAL IN A SAFE MANNER. KEEP THE PREMISES FREE OF DEBRIS FROM THE EXECUTION OF WORK. DELIVER A FINAL PRODUCT THAT IS CLEAN AND OPERABLE. 3.0 FIRE STOP ELECTRICAL PENETRATIONS THROUGH FIRE RATED WALLS AND/OR FLOORS WITH MATERIAL EQUAL IN RATING TO THE CONSTRUCTION OF THE MATERIAL PENETRATED. 4.0 WORK SHALL BE COMPLETED AS SPECIFIED AND INDICATED ON CONTRACT DOCUMENTS. ANY SUGGESTED ALTERNATE MANUFACTURER OR METHOD OF INSTALLATION SHALL BE SUBMITTED TO PROJECT ENGINEER FOR APPROVAL PRIOR TO ORDERING ANY MATERIALS OR COMMENCING EXECUTION OF WORK. 5.0 GROUNDING SHALL BE IN STRICT ACCORDANCE WITH NEC ARTICLE 250. PROVIDE EQUIPMENT GROUND CONDUCTOR WITH EACH BRANCH CIRCUIT INDICATED ON CONTRACT DOCUMENTS. EQUIPMENT GROUND CONDUCTOR SHALL BE ROUTED WITH ASSOCIATED PHASE CONDUCTORS. 6.0 PROVIDE A NEW TYPED PANELBOARD DIRECTORY FOR EACH PANELBOARD. LABEL ALL NEW DEVICE FACEPLATES WITH SOURCE AND CIRCUIT NUMBER. PROVIDE PERMANENT LABEL ON SWITCHING DEVICES INDICATING EQUIPMENT SERVICE AND INVENTORY NUMBERS. COORDINATE EQUIPMENT INVENTORY NUMBERS WITH CORNELL UNIVERSITY'S MECHANICAL SHOP, 255-8667. 7.0 CIRCUITS RATED 20-AMP, 120 VOLT SHALL CONTAIN SEPARATE NEUTRAL CONDUCTORS. 8.0 CONDUCTORS SHALL BE A MINIMUM OF 12AWG, STRANDED COPPER, 600VAC, 90 DEGREE C, TYPE THHN/THWN-2 FOR DRY AREAS AND XHHW/THWN-2 FOR WET AREAS. 9.0 CONDUITS SHALL BE A MINIMUM OF 3/4 INCHES DIAMETER. CONDUITS SHALL BE ELECTRICAL METALLIC TUBING (EMT) AND SURFACE MOUNTED UNLESS NOTED OTHERWISE. 10.0 AIC RATING OF NEW CIRCUIT BREAKERS SHALL MATCH RATING OF RESPECTIVE PANELBOARD. SIZE AS INDICATED. 11.0 PROVIDE PULL STRING THROUGH NEW CONDUIT AND BOXES. PROVIDE SUPPORT HANGERS FOR CONDUIT AS NEEDED. 12.0 INSTALL RACEWAY SYSTEMS ENSURING PROPER ACCESS TO EQUIPMENT AND DEVICES AND WITH SUFFICIENT SPACE TO PERFORM ROUTINE MAINTENANCE AND REPAIR. RACEWAYS THAT ARE NOT INSTALLED WITH THIS REQUIREMENT IN MIND SHALL BE RELOCATED AT NO EXPENSE TO THE UNIVERSITY UNTIL DEFICIENCIES ARE CORRECTED. ELECTRICAL SCOPE OF WORK 1.0 PROVIDE POWER AND COMMUNICATION TO SUPPORT THE REPLACEMENT OF THE EXISTING DAKTRONICS SCOREBOARD AND INSTALLATION OF NEW RIBBON BOARDS ON THE EAST END OF THE RINK. ELECTRICAL LEGEND LIGHTING LEGEND MOTOR 1'x4' LUMINAIRE HARDWIRED EQUIPMENT CONNECTION P-1A12 HOMERUN TO PANEL P-1A, CIRCUIT #12. FED FROM 20A -1P BREAKER IS INTENDED UNLESS NOTED OTHERWISE. RUN GREEN WIRE GROUND FOR ALL CIRCUITS. PROVIDE ONE GROUND PER CIRCUIT. EMERGENCY POWER OFF (EPO) GROUND ROD ELECTRODE DUPLEX RECEPTACLE WITH GFCI PROTECTION DUPLEX RECEPTACLE WITH AFCI PROTECTION QUAD RECEPTACLE LINETYPES LEGEND SPECIAL RECEPTACLE5-30R PANELBOARD JUNCTION BOX B = INSTALLED IN BASEBOARD TR = INSTALLED IN WOOD TRIM/CASEWORK/WAINSCOTT SR = SURFACE RACEWAY WP = WEATHERPROOF AC = AIR CONDITIONER X DUPLEX RECEPTACLE: DOUBLE DUPLEX RECEPTACLE MOTOR STARTER J 2'x4' LUMINAIRE CEILING MOUNTED LUMINAIRE EM LIGHTING BATTERY UNIT COMBO EXIT SIGN/EM LIGHTING BATTERY UNIT SINGLE FACE, WALL MOUNT EXIT SIGN DOUBLE FACE, WALL MOUNT EXIT SIGN SINGLE FACE, CEILING MOUNT EXIT SIGN DOUBLE FACE, CEILING MOUNT EXIT SIGN LIGHT SWITCH: SAFETY SWITCH (NON-FUSED) SAFETY SWITCH (FUSED) X 3 = 3-WAY SWITCH 4 = 4-WAY SWITCH D = DIMMER SWITCH O = WALL SWITCH OCCUPANCY SENSOR V = WALL SWITCH VACANCY SENSOR W = WIRELESS SWITCH S = WIRELESS SCENE SWITCH WIRELESS OCCUPANCY SENSOR WIRELESS DAYLIGHT SENSOR OS W DS 1'x2' LUMINAIRE FIRE ALARM LEGEND FIRE ALARM CONTROL PANEL BATTERY CABINET WATER FLOW SWITCH MUXPAD REMOTE ANNUNCIATOR D = DUCT SMOKE DETECTOR R = RELAY BASE BR = BEAM RECEIVER BT = BEAM TRANSMITTER SB = SOUNDER BASE SMOKE DETECTOR: TAMPER SWITCH AUDIBLE NOTIFICATION APPLIANCE FACP BATT MUX FAA NAC PANELNAC MANUAL PULL STATIONF S X F = FIXED TEMPERATURE R = RATE OF RISE R/F = COMBINATION RISE/FIXED TEMPERATURE HEAT DETECTOR: H X CARBON MONOXIDE DETECTORCO AM F XXcd C FS F S XXcd C TS ADDRESSABLE MODULE XXcd = CANDELA C = CEILING COMBO A/V NOTIFICATION APPLIANCE: XXcd = CANDELA C = CEILING VISUAL NOTIFICATION APPLIANCE: SUPPRESSION SYSTEM ELECTRICAL ABBREVIATIONS AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFI ARC FAULT INTERRUPTER AMM ADDRESSABLE MONITOR MODULE AOM ADDRESSABLE OUTPUT MODULE ARB AUXILIARY RELAY BOARD ATS AUTOMATIC TRANSFER SWITCH B BASEBOARD BKR BREAKER C CONDUIT CD CANDELA CKT CIRCUIT CR CONTROL RELAY EC ELECTRICAL CONTRACTOR EMT ELECTRICAL METALLIC TUBING EPO EMERGENCY POWER OFF STATION FAA FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FSD FIRE SMOKE DAMPER GAA GENERATOR ALARM ANNUNCIATOR GFI GROUND FAULT INTERRUPTER GND GROUND HP HORSEPOWER KW KILOWATT LC LIGHTING CONTACTOR LFMC LIQUID TIGHT FLEXIBLE METALLIC CONDUIT LTG LIGHTING MCB MAIN CIRCUIT BREAKER MLO MAIN LUG ONLY MTS MANUAL TRANSFER SWITCH NAC NOTIFICATION APPLIANCE CIRCUIT NIC NOT IN CONTRACT OE OVERHEAD ELECTRIC PC PHOTOCELL PM PLUGMOLD PP POWER PANEL PVC POLYVINYL CHLORIDE CONDUIT RGS RIGID GALVANIZED STEEL CONDUIT SR SURFACE RACEWAY ST SHUNT TRIP TM THERMAL MAGNETIC TR TRIM/CASEWORK/WAINSCOTT TSP TWISTED SHIELDED PAIR TYP TYPICAL UE UNDERGROUND ELECTRIC UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY V VOLTS VA VOLT AMPS WP WATERPROOF UNDERGROUND ELECTRICUE UNDERGROUND LIGHTINGUL OVERHEAD ELECTRICOE TO BE PROVIDED DEMOLITION / TO BE RELOCATED EXISTING TO REMAIN UNDERGROUND TELCOUC MOUNTING HEIGHTS CARD READER 48" TOP OF BOX LIGHT SWITCH 48" TOP OF BOX RECEPTACLE 18" TOP OF BOX DATA OUTLET 18" TOP OF BOX TV OUTLET 84" TOP OF BOX PHONE OUTLET 48" TOP OF BOX SAFETY SWITCH 60" CENTERLINE OF HANDLE MOTOR STARTER 60" CENTERLINE OF HANDLE PANELBOARD 72" TOP OF PANELBOARD MANUAL PULL STATION 48" OPERABLE HANDLE NOTIFICATION APPLIANCE 80" BOTTOM OF LENS DOOR HOLD OPEN COORDINATE IN FIELD EM BATTERY UNIT 96" BOTTOM OF UNIT EM REMOTE UNIT 102" BOTTOM OF UNIT EXIT SIGN 96" BOTTOM OF UNIT LIGHT POLE WITH LED LUMINAIRES, REFER TO PLANS FOR NUMBER AND CONFIGURATION OF HEADS GENERAL ELECTRICAL DEMOLITION NOTES 1.0 ELECTRICAL EQUIPMENT SHOWN DASHED ON DEMOLITION DRAWINGS, INCLUDING ASSOCIATED ANCHORS, SUPPORTS, STRAPS, BOXES, FITTINGS, AND OTHER APPURTENANCES NOT SHOWN, SHALL BE DISCONNECTED AND REMOVED. REMOVE ASSOCIATED BRANCH CIRCUITRY TO SOURCE, UNLESS NOTED OTHERWISE. 2.0 EXISTING RACEWAYS AND DEVICE BACKBOXES NOT INTERFERRING WITH NEW WORK SHALL BE REUSED WHERE POSSIBLE. 3.0 PROVIDE JUNCTION BOXES, RACEWAYS, AND WIRING TO MODIFY/EXTEND EXISTING SYSTEMS AND CIRCUITS FED DOWNSTREAM OF ELECTRICAL EQUIPMENT SHOWN TO BE DEMOLISHED. 4.0 CUT DEMOLISHED CONDUITS INSTALLED THRU WALLS AND FLOORS FLUSH WITH THE SURFACE AND PATCH PENETRATIONS (FIRESTOP IF LOCATED ON A FIRE RATED SURFACE). PATCH AND PAINT SURFACES IN EXPOSED AREAS TO MATCH SURROUNDING MATERIALS, FINISHES, AND COLORS. 5.0 PROVIDE BLANK COVERPLATES ON UNUSED BACKBOXES REMAINING FROM DEMOLITION NOT SPECIFIED TO BE INFILLED. 6.0 EXISTING EQUIPMENT SHOWN TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. 1 6/21/19 ISSUE FOR PROGRESS REVIEW 2 7/8/19 ISSUE FOR COORDINATED REVIEW 3 7/12/19 ISSUE FOR CONSTRUCTION G13 G32 G30 G22 G19 ICE RINK G24 G21 G23 G25 G0061 G0040 G07 G06 G0020 G09 G0044 G0021 G10 G11 G14 G0062 G0022 G0023 G0024 G0063 G0041 G0004 G0005 UP UP J EXISTING RECEPCTACLE ON SCOREBOARD STRUCTURE EXISTING RECEPCTACLE ON SCOREBOARD STRUCTURE EXISTING RECEPCTACLE AND COMMUNICATION BOX IN BOARDS EXISTING GOALIE LIGHT 1 2 3 4 1 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.FCS.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 LYNAH RINK LYNAH VIDEO BOARD REPLACEMENT E-100 11602313 GROUND FLOOR REMOVAL PLAN E.REICHARD ETR 2613 JULY 12, 2019 SCALE:3/32" = 1'-0"1 GROUND FLOOR REMOVAL PLAN 1 6/21/19 ISSUE FOR PROGRESS REVIEW 2 7/8/19 ISSUE FOR COORDINATED REVIEW 3 7/12/19 ISSUE FOR CONSTRUCTION E-100 KEYED DEMOLITION NOTES 1 DISCONNECT AND REMOVE EXISTING RECEPTACLE ON SCOREBOARD. REMOVE CONDUCTORS AND CONDUIT BACK TO LAST CONNECTED JUNCTION BOX, LABEL AND CAP. 2 DISCONNECT AND REMOVE EXISTING GOALIE LIGHT. REMOVE POWER AND COMMUNICATION CONNECTIONS. REMOVE GOALIE LIGHT MOUNT AND SAVE FOR REUSE WITH NEW SCOREBOARD. 3 DISCONNECT AND REMOVE EXISTING DUPLEX RECEPATACLE AND COVER PLATE FROM BOX MOUNTED IN BOARDS. SAVE CONDUCTORS FOR REUSE WITH NEW RECEPTACLE. 4 DISCONNECT AND REMOVE EXISITNG COVER PLATE FOR COMMUNICAITON. SAVE CONDUCTORS FOR REUSE INSIDE OF BOX. # G13 G32 G30 G22 G19 ICE RINK G24 G21 G23 G25 G0061 G0040 G07 G06 G0020 G09 G0044 G0021 G10 G11 G14 G0062 G0022 G0023 G0024 G0063 G0041 G0004 G0005 UP UP J18"1 PANEL LNP-11 TO CABLE TRAY IN CONTROL ROOM 2" EMT W/PULLSTRING UNDER MEZZANINE DECK 4 PANEL LNP-11/5 PANEL LNP-11/2,4 PANEL LNP-11/1,3 2 3 5 7 6 PANEL LNP-11/6 8 9 9 9 "ALLSPORT" LOCATION "BEHIND THE GLASS" LOCATION 1" EXISTING CONDUIT UNDER SLAB EXISTING PULLBOX BEHIND BOARDS EXISTING 6"X6" WIREWAY 10 10 10 10 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.FCS.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 LYNAH RINK LYNAH VIDEO BOARD REPLACEMENT E-101 11602313 GROUND FLOOR INSTALLATION PLAN E. REICHARD JD 2613 JULY 12, 2019 SCALE: 3/32"=1'-0" 0 4 8 12 24 SCALE:3/32" = 1'-0"1 GROUND FLOOR POWER AND RACEWAY PLAN E-101 KEYED CONSTRUCTION NOTES 1 PROVIDE 3-#8 AND 1-#10 CU THHN IN 1” EMT FROM PANEL TO VIDEO SCOREBOARD LOCATION AND PROVIDE POWER CONNECTION TO VIDEO SCOREBOARD. 2 PROVIDE 3-#8 AND 1-#10 CU THHN IN 1” EMT FROM PANEL TO VIDEO SCOREBOARD LOCATION AND PROVIDE POWER CONNECTION TO VIDEO SCOREBOARD. 3 PROVIDE NEMA 5-20R RECEPTACLE UNDER MEZZANINE BEHIND VIDEO SCOREBOARD LOCATION FOR HORN POWER. 4 PROVIDE NEMA 5-20R RECEPTACLE IN ROOM G06 AT 7’6” AFF FOR NEW LOCKER ROOM CLOCK. 5 PROVIDE ¾” CONDUIT FROM LOCKER ROOM CLOCK IN ROOM G09 TO NEW LOCKER ROOM CLOCK LOCATION IN ROOM G06. #22 TSP BY DAKTRONICS SUBCONTRACTOR. 6 PROVIDE NEMA 5-20R RECEPTACLE IN EXISTING JUNCTION BOX BEHIND GOALIE POSITION. PROVIDE NEW COVER WITH RECEPTACLE. PROVIDE NEW COVER ON COMMUNICATION BOX NEXT TO RECEPTACLE. 7 PROVIDE 2” EMT WITH PULLSTRING FROM CONTROL ROOM CABLE TRAY TO SCOREBOARD LOCATION. 8 PROVIDE NEMA 5-20R RECEPTACLE IN EXISTING JUNCTION BOX BEHIND GOALIE POSITION. 9 EXISTING RECEPTACLE, COMMUNICATION CIRCUIT AND CLOCK TO REMAIN FOR USE WITH NEW DAKTRONICS SYSTEM. 10 PROVIDE PULLSTRING IN EXISTING CONDUIT UNDER SLAB FOR USE BY OTHERS. PROVIDE PULLSTRING FROM ALLSPORT LOCATION TO EXISTING PULLBOX BEHIND BOARDS ON HOME TEAM BENCH(ROOM G24). PROVIDE PULLSTRING FROM THE PULLBOX TO THE EXISTING 6”X6” WIREWAY IN LOCKERROOM B09. PROVIDE 1" CONDUIT FROM EXISTING CLOCK TO 6"X6" WIREWAY. PROVIDE 1” CONDUIT FROM 6”X6” WIREWAY TO THE NEW CABLE TRAY IN ROOM GM02. PROVIDE PULLSTRING IN THE NEW 1” CONDUIT. # 1 6/21/19 ISSUE FOR PROGRESS REVIEW 2 7/8/19 ISSUE FOR COORDINATED REVIEW 3 7/12/19 ISSUE FOR CONSTRUCTION 116 114 112 110 111 113 10020 108 115 117 117A 117B 125 10021 119 121 123 10022 126 124 122 120 10023 101A 101B 101 10042 10001 10070 10040 118 10041 105 140 140 10024 10025 103A 103B 103 10046 10044 OPEN TO BELOWROOF 10060 DN LOCKERSLOCKERSLOCKERS LOCKERSLOCKERS LOCKERSDN DN BENCH PANEL LPC-5 FFFFFFFLPC-5/24,26,28 LPC-5/30,32,34 6 5 LPC-5/2 1 3 3 3 3 3 4 4 2 "SLASH POSITION" LOCATION "CENTER ICE" LOCATION E-102 KEYED CONSTRUCTION NOTES 1 PROVIDE TWO NEMA 5-20R RECEPTACLES IN 4X4 J-BOX WITH COVER ABOVE SLASH POSITION. UMBILICAL CONNECTION TO J-BOX BY OTHERS. 2 PROVIDE 20A, 3 POLE BREAKER IN EXISTING PANEL LPC-5 FOR EACH VIDEO RIBBON BOARD. PANEL IS A SQUARE D NQOD, EXISTING BREAKERS ARE 10KAIC. REMOVE EXISTING SPARE SINGLE POLE BREAKERS FROM SPACE 24 TO SPACE 36 TO INSTALL NEW 3 POLE BREAKERS. REFER TO PANEL SCHEDULE FOR MORE INFORMATION. 3 EXISTING RECEPTACLE AND CLOCK TO REMAIN FOR USE WITH NEW DAKTRONICS SYSTEM. 4 PROVIDE 4-#12 AND 1-#12 CU THHN IN 1” EMT FROM PANEL TO VIDEO RIBBON BOARD LOCATION AND PROVIDE POWER CONNECTION TO VIDEO RIBBON BOARD. 5 DISCONNECT EXISTING FIRE ALARM A/V DEVICE AND SAVE FOR REUSE. DISCONNECT CONDUIT AND WIRES BACK TO JUNCTION BOX ABOVE JOISTS. RELOCATE A/V DEVICE TO THE END OF THE WALL TO ALLOW INSTALLATION OF THE VIDEO RIBBON BOARD. PROVIDE CONDUIT AND WIRE TO NEW A/V LOCATION. MOUNT DEVICE AT 82” AFF ON CENTER. 6 DISCONNECT EXISTING FIRE ALARM A/V DEVICE AND PULL STATION AND SAVE FOR REUSE. DISCONNET CONDUIT AND WIRES BACK TO JUNCTION BOX ABOVE JOISTS. RELOCATE A/V DEVICE AND PULL STATION TO THE END OF THE WALL TO ALLOW INSTALLATION OF THE VIDEO RIBBON BOARD. PROVIDE CONDUIT AND WIRE TO NEW A/V AND PULL STATION LOCATIONS. MOUNT A/V DEVICE AT 82” AFF ON CENTER AND MOUNT PULL STATION AT 46” AFF ON CENTER. # 0 8 16 32 SCALE: 1/16"=1'-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.FCS.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 LYNAH RINK LYNAH VIDEO BOARD REPLACEMENT E-102 11602313 FIRST FLOOR PLAN POWER AND FIRE ALARM E. REICHARD JD 2613 JULY 12, 2019 SCALE:1/16" = 1'-0"1 1ST FLOOR POWER AND FIRE ALARM PLAN 1 6/21/19 ISSUE FOR PROGRESS REVIEW 2 7/8/19 ISSUE FOR COORDINATED REVIEW 3 7/12/19 ISSUE FOR CONSTRUCTION 116 114 112 110 111 113 10020 108 115 117 117A 117B 125 10021 119 121 123 10022 126 124 122 120 10023 101A 101B 101 10042 10001 10070 10040 118 10041 105 140 140 10024 10025 103A 103B 103 10046 10044 OPEN TO BELOWROOF 10060 DN LOCKERSLOCKERSLOCKERS LOCKERSLOCKERS LOCKERSDN DN BENCH PANEL LPC-5 LPC-5/2 1 1 1 1 1 2 3 3 "SLASH POSITION" LOCATION "CENTER ICE" LOCATION J J J 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.FCS.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 LYNAH RINK LYNAH VIDEO BOARD REPLACEMENT E-103 11602313 FIRST FLOOR PLAN COMMUNICATION CONDUIT E.REICHARD ETR 2613 JULY 12, 2019 SCALE:1/16" = 1'-0"1 1ST FLOOR POWER PLAN E-103 KEYED CONSTRUCTION NOTES 1 EXISTING SIGNAL CABLING AND CLOCK TO REMAIN FOR USE WITH NEW DAKTRONICS SYSTEM. 2 PROVIDE 3” EMT WITH PULL STRING FROM CONTROL ROOM TO SLASH POSITION CAMERA POSITION. PROVIDE 6"X6" J-BOX ABOVE SLASH POSITION. PROVIDE PULLSTRING FROM CONTROL ROOM TO SLASH POSITION. PROVIDE 2" EMT FROM 6"X6" J-BOX TO RIBBON FIBER CONNECTION POINTS. PROVIDE PULLSTRING FROM 6"X6" J-BOX TO RIBBON CONNECTION POINTS. 3 PROVIDE 3” EMT WITH PULL STRING FROM CONTROL ROOM TO CENTER ICE POSITION. PROVIDE BUSHING AT END OF CONDUIT ABOVE BOOTH. CORE DRILL THROUGH FLOOR INTO ROOM GM02 FOR CONDUIT PATH. 1 6/21/19 ISSUE FOR PROGRESS REVIEW 2 7/8/19 ISSUE FOR COORDINATED REVIEW 3 7/12/19 ISSUE FOR CONSTRUCTION 0 8 16 32 SCALE: 1/16"=1'-0" # GM02 GM01 DN DN DN DN 27897GM02ROOFGM0003 DNUP 4 4 4 3 3 E-104 1 LNP/9 LNP/7 TO VIDEO BOARD LOCATION 2" EMT 2 DESK 1 DESK 2 DESK 3 DESK 4 1210 RACK DAKTRONICS RACK LNP/8 FLY PACK RACK EXISTING AUDIO RACK 1" EMT 3" EMT TO CENTER ICE POSITION 3" EMT TO SLASH POSITION 7' - 1"5' - 10"7' - 1"FLOOR BEAM BEAM WIRE TRAY WIRE TRAY PROVIDE DROPOUTS FOR CABLECEILING CMU WALL 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.FCS.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 LYNAH RINK LYNAH VIDEO BOARD REPLACEMENT E-104 11602313 MEZZANINE E. REICHARD JD 2613 JULY 12, 2019 SCALE:1/4" = 1'-0"1 MEZZANINE CABLE TRAY ROUTING 0 2 4 8 SCALE: 1/4"=1'-0" E-104 KEYED CONSTRUCTION NOTES 1 PROVIDE DEDICATED NEMA 5-20R RECEPTACLE AT EACH DATA RACK LOCATION. MOUNT RECEPTACLE AT 48”AFF. PROVIDE 3 SETS OF 2-#12 & 1-#12 GND(THHN) IN 3/4'” EMT FROM PANEL LNP-11 TO ROOM GM02 FOR ALL THREE DEDICATED CIRCUITS IN THE ROOM. 2 PROVIDE DEDICATED NEMA 5-20R RECEPTACLE AT FLY PACK RACK LOCATION. MOUNT RECEPTACLE AT 18”AFF. 3 PROVIDE HUBBELL HBT0412 12” WIDE BASKET TRAY BETWEEN DATA RACKS AND DESKS IN CONTROL ROOM. MOUNT TRAY BOTTOM AT SAME HEIGHT AS BOTTOM OF BEAM IN MIDDLE OF ROOM. 4 PROVIDE HUBBELL HBT0412 12” WIDE BASKET TRAY BETWEEN DATA RACK IN CONTROL ROOM AND EXISTING AUDIO RACK. MOUNT TRAY AT SAME HEIGHT AS BOTTOM OF BEAM IN MIDDLE OF ROOM. PROVIDE CABLE TRAY DROPOUTS ON BOTH SIDES OF BEAM. PROVIDE ONE SMALL SECTION OF TRAY 12" BELOW BEAM TO INSTALL CABLING TO BOTH SIDES OF THE BEAM. PROVIDE OPENING IN CMU WALL WITH SLEEVE TO INSTALL THE BASKET TRAY THROUGH THE WALL. PROVIDE CONDUITS WITH PULL STRINGS FROM BASKET TRAY TO SCOREBOARD, RIBBON BOARDS, CENTER ICE POSITION AND SLASH POSITION. REFER TO DRAWINGS E-102 AND E-103 FOR ADDITIONAL INFORMATION. # SCALE:1/4" = 1'-0"2 MEZZANINE POWER AND CONDUIT PARTIAL FLOOR PLAN 1 6/21/19 ISSUE FOR PROGRESS REVIEW 2 7/8/19 ISSUE FOR COORDINATED REVIEW 3 7/12/19 ISSUE FOR CONSTRUCTION SCALE: NO SCALE 3 CABLE TRAY SECTION VIEW CORNE LL U N I V E RSI TYFOUN D E D 5681AD FACILITIES ENGINEERING ARCHIVE BAR CODEITHACA, NEW YORK ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.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 LYNAH RINK LYNAH VIDEO BOARD REPLACEMENT E-501 11602313 SCHEDULES E.REICHARD ETR 2613 JULY 12, 2019 TOTAL AMPS:117 A 2 A 3 A TOTAL LOAD:14040 VA 180 VA 360 VA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 SPARE 20 1 0 0 1 20 SPARE 28 25 SPARE 20 1 0 0 1 20 SPARE 26 23 SPARE 20 1 0 0 1 20 SPARE 24 21 SPARE 20 1 0 0 1 20 SPARE 22 19 SPARE 20 1 0 0 1 20 SPARE 20 17 SPARE 20 1 0 0 1 20 SPARE 18 15 SPARE 20 1 0 0 1 20 SPARE 16 13 SPARE 20 1 0 0 1 20 SPARE 14 11 SPARE 20 1 0 0 1 20 SPARE 12 9 CONTROL RM DESKS/FLY...20 1 180 0 1 20 SPARE 10 7 DAKTRONICS RACK 20 1 180 180 1 20 1210 RACK 8 5 HORN 20 1 180 180 1 20 GOAL LIGHT POWER 6 3 ---- -- 0 0 -- -- -- 4 1 VIDEO SCOREBOARD PT3_1 40 2 6840 6840 2 40 VIDEO SCOREBOARD PT3_2 2 CKT DESCRIPTION TRIP POLES A B C POLES TRIP DESCRIPTION CKT ENCLOSURE:Type 1 MOUNTING:Surface WIRES:4 MAINS RATING:100 A FED FROM:PHASE:3 MAINS TYPE:MCB LOCATION:LAUNDRY ROOM G11 VOLTS:208Y/120V AIC RATING:22,000 A PANEL LNP-11 TOTAL AMPS:2 A 0 A 3 A TOTAL LOAD:180 VA 0 VA 360 VA 41 CONCESSION STAND RECEPT 20 1 0 0 -- -- -- 42 39 CONCESSION STAND RECEPT 20 1 0 0 -- -- -- 40 37 SEATING WALL LIGHTS 20 1 0 0 3 70 SPARE 38 35 -- -- --0 36 33 GLOVE DRYER 20 2 0 0 -- -- -- 34 31 SPARE 20 1 0 0 -- -- -- 32 29 VENDING MACHINE RECEPT 20 1 0 180 3 20 RIBBON DISPLAY NORTH 30 27 SPARE 20 1 0 0 -- -- --28 25 SPARE 20 1 0 0 -- -- --26 23 SPARE 20 1 0 180 3 20 RIBBON DISPLAY SOUTH 24 21 VENDING MACHINE RECEPT 20 1 0 0 1 20 SPARE 22 19 VENDING MACHINE RECEPT 20 1 0 0 1 20 SPARE 20 17 CONCESSION STAND RECEPT 20 1 0 0 1 20 SPARE 18 15 CONCESSION STAND RECEPT 20 1 0 0 1 20 REC EAST CAMERA...16 13 SPARE 20 1 0 0 1 20 REC EAST CAMERA... 14 11 CONCESSION STAND LIGHTS 20 1 0 0 1 20 SPARE 12 9 UNIT HEATER SECTION E 20 1 0 0 1 20 PRESS BOX RECEPT 10 7 NIGHT LIGHTS 20 1 0 0 1 20 PRESS BOX RECEPT 8 5 -- -- --0 0 1 20 PRESS BOX LIGHTS 6 3 -- -- -- 0 0 1 20 SPARE 4 1 EF-2 OVER ICE 20 3 0 180 1 20 SLASH POS CAMERA POWER 2 CKT DESCRIPTION TRIP POLES A B C POLES TRIP DESCRIPTION CKT ENCLOSURE:Type 1 MOUNTING:Surface WIRES:4 MAINS RATING:225 A FED FROM:PHASE:3 MAINS TYPE: LOCATION:CORRIDOR 10040 VOLTS:208Y/120V AIC RATING: PANEL LPC-5 1 6/21/19 ISSUE FOR PROGRESS REVIEW 2 7/8/19 ISSUE FOR COORDINATED REVIEW 3 7/12/19 ISSUE FOR CONSTRUCTION 1 1 2 4 22 2 2 3 3 1" 1" 1 1/4" 6" 1 1/2"1 1/4"1" 1" 1" 1" 1" 1" 1 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.FCS.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 LYNAH RINK LYNAH VIDEO BOARD REPLACEMENT FP-101 11602313 MEZZANINE FIRE PROTECTION LAYOUT T. JORDAN JG 2613 JULY 12, 2019 SCALE:1/4" = 1'-0"1 MEZZANINE FIRE PROTECTION LAYOUT KEYED DEMOLITION NOTES 1 REMOVE SPRINKLER AND ELBOW. PLUG SADDLE TEE. KEYED CONSTRUCTION NOTES 1 PROVIDE SADDLE TEE ON 6 INCH MAIN. 2 SPRINKLER: RELIABLE FIFR56 PENDENT, K5.6, 155 DEGREES FM CHROME FINISH. CHROME CAGE ON GM01 AND HALLWAY SPRINKLER, ONLY. INSTALL PENDENTS SO LIGHT FIXTURES DO NOT OBSTRUCT. 3 SPRINLKER: RELIABLE FIFR56 UPRIGHT, K5.6, 155 DEGREE F, CHROME FINISH. 4 PAINT PIPING SAME COLOR AS RECENTLY PAINTED WALLS. # # 0 2 4 8 SCALE: 1/4"=1'-0" 1 6/21/19 ISSUE FOR PROGRESS REVIEW 2 7/8/19 ISSUE FOR COORDINATED REVIEW 3 7/12/19 ISSUE FOR CONSTRUCTION