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HomeMy WebLinkAboutSTAMPED PLANS - 07-00314 – BYUI Testing Center – Remodel13uG=78 �D 3L --- i CD cn cQ v n O (D O �- cD Z7 CD 3 O a CD LIGHTING FIXTURE SCHEDULE Q1 KEY MANUFACTURER CATALOG NUMBER LOCATION MOUNTING TYPE MOUNTING HEIGHT BACK BOX LUMP EFFICACY NO OF LIMPS FIXTURE WATTAGE BALLAST VOLTAGE REMARKS 9 TYPE I EMERGENCY I DIM I I is, IRS4 1pso L-1 MHONIA 2AV-3-32—SBL—MVOLT—GEBIOIS EXAM & PROCEDURE RMS LAY IN — — T8 — 3 82 1 % 120 2 X 4 FLUORESCENT LAY —IN L-2 LITHONIA WP-2-32412—MVOLT—GENORS ABOVE RESTROOM MIRRORS SURFACE 7'-6- 3/0 18 — 2 32 1 X 120 4' WALL BRACKET, CENTER BETWEEN SINKS L-3 LfTHONIA SB-2-32—MV0LT—GEBIORS BASEMENT SURFACE — 4/0 T8 — 2 54 1 X 120 SURFACE WRAPAROUND L-3EM LITHONIA SB-2-32—MVOLT—GEBIORS—EL14 BASEMENT SURFACE — 4/0 T8 — 2 54 1 X X 120 SURFACE WRAPAROUND, EMERGENCY X-1 LITHONIA LRP—W—I—RC-120/277—EL N—TM SEE DRAWINGS SURFACE — — LED — — 2.3 X 120 SINGLE FACE CEILING MOUNT EMERGENCY EXIT SIGN X-2 I LITHONIA I LRP—W-2—RMR—LRA-120/277—EL N—TM SEE DRAWINGS SURFACE — — LED — — 3.2 X 120 DOUBLE FACE TOP MOUNT EMERGENCY EXIT SIGN NOTE: ALL SUBSTITUTIONS SHALL BE APPROVED BY OWNER OR ENGINEER PRELIMINARY 0 N O T F O R CONSTRUCTION , ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PRoJrcr: MCKAY BASEMENT REMODEL SKEET: LIGHTING FIXTURE SCHEDULE E 6.2 SHEET 14 OF 14 REVISED PANEL CP7 SCHEDULE LDCATIONL TYPE OF MAIN: MANUFACTURER: TYPE (N) COMPUTER LAB MLO SQUARE D AMPS: VOLTS: PHASE: WIRE: 225 120/208 3 4 MINIMUM NC; GROUND BUS: MOUNT. NOTES: EXISTING YTS FLUSH IPROODE NEW FLUSH COVER) EXISTIN TVSS PANELBOARD - RE -NUMBER FROM 1-42, ADD NEW ISOLATED CND BUS LOAD CIRCUIT DESCRIPTION CKT NO BRKR P AMP NOTES VOLT AMPS A B C VOLT AMPS NOTES BRKR AMP P CKT NO ORCUODESCRIPTION LOAD TYPE R REC - COPIER 1 1 1 20 2 1200 2100 900 2 20 1 1 T R REC - PRINTERS 3 1 20 2 12DO 2100 900 2 20 1 4 1 R 5 1 20 2 720 1440 720 2 20 1 6 R R - 4 ATI N F C 7 1 20 1 720 1800 1080 1 20 1 B C- 6 ATI 12 STATI D R 9 1 20 1 1080 2160 1080 1 20 1 10 R 11 1 20 1 1080 2160 1080 1 20 1 12 REC - 6 STATIONS IN CLASSROOM R 13 1 20 1 1080 1980 900 1 20 1 14 REC - 5 STATIONS IN CLASSROOM R 15 1 20 1 1080 1900 900 1 20 1 16 REC - 5 STATIONS IN CLASSROOM IR R 17 1 20 1 900 IB00 900 1 20 1 18 REC - 5 STATIONS IN CLASSROOM R 19 1 20 1 900 1BOD 900 1 20 1 2D REC - 5 STATIONS IN CLASSROOM R R - 4 All S 14 TIN ISLAND 21 1 20 1 720 1800 1080 1 20 1 22 REC - 6 STATIONS IN CLASSROOM R 23 1 2D 1 9DO 1990 1080 1 20 1 24 REG - OFFICE 26 R 25 1 20 1 900 1980 1080 1 20 1 26 REC - OFFICE 16 R 27 1 20 2 720 1260 540 2 20 1 28 REC - 3 STATIONS IN CALL CENTER 20 R 29 1 20 2 900 1440 540 2 20 1 30 REC - 3 STATIONS IN CALL CENTER 20 R 31 1 20 2 900 1440 540 2 20 1 32 REC - 3 STATIONS IN CALL CENTER 20 R R 33 1 20 900 1800 900 2 20 1 34 REC - HELP DESK 10 R R STATIONS 7 N. W 35 1 900 18DO 900 2 20 1 36 REC - HELP DESK 10 R R 37 1 720 1260 540 2 20 1 38 REC - HELP DESK 10 R R 39 1 jL 900 2100 1200 2 20 1 40 REC - PRINTER R R 41 1 900 1620 720 2 20 1 42 REC - NEW BDF ROOM 34 R LOAD CODES CONNECTED 12360 13200 12240 CONNECTED PHASEVk 10-M 110A 102A CONNECTEDPHASEANO: AB -6.4X BC 7.3X NOTES: AC 6.0% 1 - NEW LOAD ON EXISTING BREAKER 12 - NEW LOAD ON NEW BREAXER, NO RATING OF BREAKER TO MATCH EXISTING PANELBOARD RATING P=PANEL 0 L=UGHTING 0 R=RECEPTACLE 37800 1M=7PH MOTORS 0 3M-3PH MOTORS 0 O=EQUIPMENT 0 E=ELECTRIC HEAT 0 37BDO VA 105 A NEW PANEL R SCHEDULE LOCATION: (N) COMPUTER LAB AMPS 'TYPE OF MAIN; MLO VOLTS: MMUFACTURER: SQUARE D PHASE: TYPE: HOOD WIRE: 225 120/208 3 4 MINIMUM NC: GROUND BUS: MOUNT: NOTES: 10,000 YES FLUSH NEW PANELBOARD, PROVIDE ISOLATED GROUND BAR LOAD TYPE CIRCUIT DESCRIPTION CKI % BRKR P AMP NOTES VOLT MAPS A B C VOLT AMPS NOTES BRKR AMP P CKT NO CIRCURDESCRIPTION LOAD TYPE L 1 7 20 3 512 1012 50D 20 1 2 REC - WATER COOLER R L 3 1 20 1 256 976 720 20 1 4 REC - RESTROOMS 30,32 R L 5 1 20 4 1280 218D 900 20 1 8 REC- CALL CENTER 20 R L LIGHTS - EXTERIOR OUTSIDE HELP DESK 7 1 20 3 195 735 540 20 1 8 REC - OFFICE 26 R L LIGHTS - COMPUTER LAB 40 9 1 20 2 1024 _ 1564 540 20 1 10 REC - OFFICE 16 R L LIGHTS - COMPUTER LAB 40 11 1 20 2 640 1180 540 20 1 12 REC - STORAGE 20A R L LIGHTS - COMPUTER LAB 40 13 1 1 20 1 2 1024 2104 1080 20 T 14 REC - CLASSROOM 50 R L LIGHTS - COMPUTER LAB 40 15 1 1 20 1 2 640 118D 54D 20 1 16 REC - HELP DESK 10 R L LIGHTS - COMPUTER LAB 40 17 1 1 20 1 2 640 10DO 360 20 1 18 REC - HELP DESK 10 R L LIGHTS - COMPUTER LAB 40 19 1 1 20 1 2 640 1000 360 20 1 20 REC - CLASSROOM 50 PODIUM R L LIGHTS - CLASSROOM 50 21 1 20 2 1060 1755 675 20 1 22 CLASSROOM 50 PROJECTOR k SCREEN 1M L LIGHTS - OFF 26,16,CALf. CNTR 20, STOR 23 1 20 2 960 960 20 1 24 L LIGHTS - RESTROOMS 30, 32 25 1 20 1 560 560 20 1 26 SPARE 27 1 20 20 1 28 SPARE 29 1 20 20 1 30 R 31 1 20 3 540 540 20 1 32 R 33 1 20 3 360 360 20 1 34 R 35 1 20 3 540 540 20 1 36 R 37 1 2D 3 600 600 20 1 38 R 39 1 20 3 720 720 20 1 40 R REC - ROOMS 9,111 INEW 1130 3 41 1 1 20 1 3 720 720 20 1 42 LOAD CODES CONNECTED 6551 6555 ON CONNECTED PHASEV.k 54.6A I 54.6A I54.fl4 CONNECTED PHASE AMPS: AB -0.1% NOTES: BC -0.4% 1 - REMOVE EXISTING RESTROOM LIGHTING FROM THIS CIRCUIT AC 6.0% 2 - NEW CIRCUIT FOR NEW/RELOCATED LIGHTING 3 - EXISTING CIRCUIT INTERCEPTED, RE-ROUTED TO NEW PANEL 'R' LOCATION, AND RE -FED. RE -CONNECT COMPLETE 4 - EXISTING LIGHTING CIRCUITING TO RE", RECONFIGURE AS SHOWN ON DRAWINGS P-PANEL 0 L=LIGHTING 9451 R=RECEPTACLE 9560 1M=1PH M07ORS 675 3M=3PH MOTORS 0 O=EQUIPMENT 0 E=ELECTRIC HEAT 0 19686 VA 54.7 A EXISTING PANEL CP7 SCHEDULE LOCATION: TYPE OF MAIN: MANUFACTURER: TYPE: (E) TEST DISTRIBUTION MLO SQUARE D NDOD AMPS: VOLTS: PHASE; WIRE: 225 120/208 3 4 MINIMUM NC: GROUND BUS: MOUNT: NOTES: EXISTING YES SURFACE MODULAR EXISTWG TVSS ANELBOARD - SEE REVISED PANEL SCHEDULE FOR RE -WORK LOAD TYPE CIRNUDESCRIPTION CKT NOP BRKR AVPNOTES VOLT AMPS A B C VOLT ANTS NOTES BRKR AMP P CKi NO CRN DESCR1P10N2 IR POWERLINK CONTROLLER 2SPARE 1 1 20 20 1 2 SPARE SPARE 3 1 20 20 1 4 SPARE R REC - W22 5 1 20 1 20 1 6 SPARE R REC - W20 7 1 20 1 1 20 1 8 REC - WEST AREA ENTRANCE R AEC - W18 9 1 20 1 1 20 1 10 REC - W14 R REC - W22 11 1 20 1 1 20 1 12 REC - W16 R SPARE 13 1 20 20 1 14 SPARE SPARE 15 1 20 1 20 1 16 SPARE SPARE 17 1 20 20 1 18 SPARE SPARE 19 1 20 20 1 20 SPARE 21 22 23 24 25 26 27 28 29 70 31 32 33 j3 34 5 1 136 LOAD CODES CONNECTED CONNECTEDPHASEVk 1 CONNECTED PHASE AMPS: NDTES: 1 - EXISTING LOAD TO BE REMOVED AS PART OF DEMO WORK 2 - REMOVE EXISTING PCWERUNK CONTROL MODULE AND ALL ASSOCIATED WIRING, RETURN TO OWNER P=PANEL 0 L=LIGHTING 0 R=RECEPTACLE 0 lM=lPH MOTORS 0 3M=3PH MOTORS 0 Q=EQUIPMENT 0 E=ELECTRIC HEAT 0 0 VA 0 A EXISTING PANEL R SCHEDULE LOCATION: (E) TEST CENTER VESTIBULE AMPS TYPE OF MAIN: MLO VOLTS: MANUFACTURER: SQUARE D PHASE: TYPE: NOOD WIRE: 225 MINIMUM NC: 120/208 GROUND BUS: 3 MOUNT: 4 NOTES EXISTING YES FLUSH EXISTING PANELBOARD TO BE DEMO'O ]LOADTYPE LOAD CIRCUIT DESCRIPTION CKT NOP BRKR ANP ND1E5 VOIi AMPS A B C VOLT AMPS NOTES BRKR A\1P P CKf NO CIRCUITDESCRPTIONL LIGHTS - ROOMS 17.18,19 1 1 2D 2 1 20 1 2 LIGHTS - ROOM 7 L LIGHTS - ROOMS 9,10,11 3 1 2D 2 1 20 1 4 LIGHTS - ROOM 7 SPARE 5 1 20 1 20 1 6 LIGHTS - ROOMS 2,3,4,5,E L SPARE 7 1 20 1 20 1 8 LIGHTS - ROOM 1 L SPARE 9 1 20 2 20 1 10 LIGHTS - EXTERIOR OUTSIDE ROOM i L L LIGHTS - ROOM 12 11 1 20 1 2 20 1 12 REC - ROOM 19 R L LIGHTS - ROOM 12 13 1 2D 1 2 20 1 14 REC - ROOM 16 R R REC - ROOM 12 15 1 20 1 2 20 1 16 REC - ROOM 12 R R REC - ROOM 7 17 1 20 1 1 20 1 18 REC - ROOM 7 R R REC - ROOM 7 19 1 20 1 1 20 1 20 REC - ROOM 7 R IM FAN MOTOR - ROOM 2 21 1 20 1 1 20 1 22 REC - ROOM 7 R iM FAN MOTOR - ROOM 1 23 1 20 1 1 20 1 24 REC - ROOMS 4,12 R 1M FAN MOTOR - ROOM 4,12 25 1 20 1 1 20 1 26 REC - ROOMS 4.7 R iM FAN MOTOR - ROOM 7 27 1 20 1 1 20 1 28 REC - ROOMS 2,3 R R REC - ROOMS 17.18 29 1 2D 2 1 20 1 30 FAN MOTOR - ROOM 12 1M R REC - ROOMS 9,10,11 31 1 20 2 1 20 1 32 FAN MOTOR - ROOM 12 1M R REC - ROOM 6 33 1 20 1 1 20 1 34 FAN MOTOR - ROOM 12 1M R AEC - ROOM 5 35 1 20 1 3 20 1 36 EXISTING LOAD R 37 1 20 2 3 20 1 38 EXISTING LOAD 39 4 40 2 40 UPS 0 41 4 - - 42 - 0 LOAD CODES CONNECTED CONNECTED PHASE VA NOTES; CONNECTED PHASE AMPS. 1 - EXISTING LOAD TO BE REMOVED AS PART OF DEMO WORK 2 - EXISITNG LOAD TO BE INTERCEPTED, RE-ROUTED, AND RE -FED FROM NEW PANEL R 3 - IF EXISTING LOAD IS NOT LOCATED IN AREA OF REMODEL, LOAD TO BE INTERCEPTED, REROUTED, AND RE -FED FROM NEW PANEL R 4 - COORDINATE W OWNER IF EXISTING LOAD IS TO BE RE -USED AND RE -FED FROM NEW PANEL R, OTHERWISE DEMO COMPLETELY P-PANEL 0 L=LIGHTNG 0 R=RECEPTACLE 0 1M=lPH MOTORS 0 3M=3PH MOTORS 0 Q=EQUIPMENT 0 E=ELECTRIC HEAT 0 0 VA 0 A PRELIMINARY N CO T F O R CONSTRUCTION , @2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL SHEET: PANEL SCHEDULES IIIIIIIII E6.1 SHEET 13 OF 14 1" C FOR VOICE/DATA WIRING 5 TO CABLE TRAY 3/4" C TO SPEAKERSi DATA IA 2" C TO CEILING MOUNTED PROJECTOR 0 V/D V/D A/C DEVICE ACCESS AREA V/D A/C V/D HUBBEL PREMISE WIRING #LCFBSSA FLOOR BOX DETAIL D DETAIL F I I 3/4" C FOR POWER WIRING 3/4" C TO SCREEN 2 2"CTO PODIUM FROM SCREEN TO POWER _ CONTROLS PANEL 120V 10 3/4" C 120V A/C, 10 ELECTRICAL J-BOX SUPPORTED FROM FLUSH STRUCTURE DUPLEX REC MOTORIZED PROJECTOR SCREEN (BY OTHERS) FINISHED CEILING FINISHED WALL 3 COMMUNICATIONS J-BOX SUPPORTED FROM STRUCTURE 8'A"x6" CEILING PROJECTOR BY GROMMET OWNER uuuKUINAIE EXACT LOCATION OF SPEAKER JUNCTION BOXES WITH SCREEN VENDOR PRIOR TO ROUGH -IN. VERIFY DISTANCE FROM CEILING AND EXACT MOUNTING REQUIREMENTS WITH SOUND SYSTEM VENDOR. DE WIRE R ILING -ING FA III PRELIMINARY N O T F O R CONSTRUCTION ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 625 SOUTH CENTER STREET REXBURG, IDAHO 83460 rnoJEcr; AICKAY BASEMENT REMODEL SHEET: DETAILS om 1000 w !19 A 73/4"ONTROLDUIT TOSCREENSIANG 2" DEEP BOX IN WALL CONTROLS O.F.C.I. BOX W/ PODIUM PODIUM BY 4-PLEX W/ PODIUM, SECURE OTHERS ELECTRICAL BOX TO INSIDE OF ONE T W/ 3-JACKS AND PODIUM WALL. RUN MC CABLE CAT 6 HOMERUNS. THROUGH CONDUIT SLEEVE TO SECURE DATA BOX TO POWER J-BOX, FIRE SEAL. INSIDE OF PODIUM 1 " C 88 1-1 /4" C FLUSH 9 W/ FINISHED FLOOR 3/4'" TO SPEAKERS - 3/4" TO POWER 1" TO MAIN DATA SYSTEM 3/4" TO SCREEN CABLE TRAY STEEL DIVIDER 2" C TO 12"x12"x12" PROJECTOR DETAIL B NEMA-1 WITH DIVIDER 3/4' CONTROL CONDUIT TO SCREEN SINGLE -GANG 2" DEEP BOX IN WALL CONTROLS O.F.C.I. PODIUM BY POWER RECEPTACLE OTHERS 2-1/2" GROMMETED HOLE FOR VOICE/DATA CABLES. 3/4" SEAL-TITE ---. HUBBELL PREMISE 1-1/4" C FLUSH WIRING #LCFBSSA FLOOR W FINISHED FLOOR BOX. SEE DETAIL 'D' / 3/4" C TO SPEAKERS 3/4" C TO POWER PANEL JODEDICATED CIRCUIT 3/4" C TO 1 " C TO MAIN SCREEN DATA SYSTEM 2" C TO DETAIL A PROJECTOR J-BOX TYPICAL PODIUM/SCREEN/PROJECTOR CONNECTION DETAILS 012 THREADED ROD HANGER *VERIFY EXACT WALL TYPES WITH ARCHITECTURAL DRAWINGS. DRAWING IS INTENDED FOR GENERAL REFERENCE; ALL REQUIRED EQUIPMENT AND SUPPORTS NOT SHOWN. TYPICAL VOICE/DATA INSTALLATION No- 3 COORDINATE 6A(11INITINI(_ TYPED LABEL BEHIND PLASTIC COVER THREE -PORT JACK TYPED LABEL BEHIND PLASTIC COVER 13 Al PRELIMINARY 0 N O T F O R �GONSTRUCT�ONJ ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 63460 PROJECT: MCKAY BASEMENT REMODEL SHEET: DETAILS E5.1 SHEET 11 OF 14 9 3 1199 3/4" TO PODIUM INSTALL INSIDE PODIUM FLOOR BOX. SEE (FED FROM FLOOR BOX) DETAIL 1/E5.1 F SEE DETIAL 1/E5.1 KEYNOTES U NEW FIRE ALARM SYSTEM DEVICE. CONNECT TO EXISTING FIRE ALARM SYSTEM. 10 ROUTE NEW VOICE/DATA CONDUIT FOR PODIUM DOWN NEW WALL AND IN COMMON TRENCH WITH POWER AND OTHER CONDUITS. SEE E2.2 AND DETAIL 1/E5.1 FOR MORE INFORMATION. 5HREDDER PM#40 43 50. -7. HALLWAY 0-11 201 50. FT. _ 2 2 2 2 2 SEEn 6 1-1 C 1-1/IN C 1/E5DETIAL J 3 1" C f2" 1-1/2" C I" C I IZ 2 7 7N_—�2 IL 2 PP 5 �PP (1) 2" C TO 6 1" C 4 J PODIUM J-BOX 8„x8"x6„ 1 L_ I" C- 2 2 O7 7 2 2 6 2 oar �� 1"Ce �d < C3 4 P;R 2 2 0 7 Q� I" C 12 2 2 12 m 6 �] z N ,--, ill C , 2 1 1 12 2 1 12 A I ! \ O 12" CABLE TRAY 12" CABLE TRAY 1---- 12" CABLE TRAY v1 v2 1712 �2 O I O v2 v2 2 J• 1�11/2" C KEYNOTES 3 1O APPROXIMATE LOCATION ABOVE CEILING OF (2) 4" CONDUIT RACEWAYS UP TO 2ND FLOOR TELECOM ROOM. PROVIDE NEW CONDUIT EXTENSIONS FROM THESE STUB OUTS DOWN INTO NEW CABLE TRAY FOR INSTALLING NEW BASEMENT TELECOM ROOM CONNECTIVITY CABLING. PROVIDE (3) NEW 1" INNER DUCTS IN ONE OF THE 4" CONDUITS FOR NEW FIBER CABLING. PROVIDE PLASTIC BUSHINGS ON CONDUIT ENDS. AFTER NEW CABLING IS INSTALLED PROVIDE FIRE STOP PUTTY TO FILL IN ANNUAL SPACE OF CONDUITS. ZO NEW BASEMENT TELECOM ROOM CONNECTIVITY CABLING SHALL BE INSTALLED IN NEW INNER DUCT RACEWAY LOCATED IN NEW CABLE TRAY AND SHALL INCLUDE (1) 24-STRAND SINGLE -MODE FIBER, (1) 24-STRAND MULTI -MODE FIBER, AND (1) 100-PAIR COPPER BACKBONE. CABLE SHALL BE TERMINATED IN EXISTING 2ND FLOOR ROOM AND NEW BASEMENT ROOM ON NEW RACK -MOUNTED PATCH PANELS, LABELED, AND TESTED IN ACCORDANCE WITH BYU-IDAHO TELECOMMUNICATIONS STANDARDS. 30 RECONFIGURED BASEMENT TELECOM ROOM. LAYOUT OF NEW ROOM SHALL BE UNDER THE DIRECTION OF OWNER. PROVIDE NEW FIRE TREATED 3/4" AC GRADE PLYWOOD LINING ON NEW/RECONFIGURED. WALLS UP TO 8'. PROVIDE (3) NEW 19" EQUIPMENT RACKS WITH 6" DUAL- SIDED CABLE MANAGERS, INSTALLATION KITS AND GROUNDING KITS. ALSO PROVIDE WALL SUPPORTS AND RACK TO RACK RUNWAY MOUNTING PLATES AS REQUIRED. NEW CABLE TRAY SHALL EXTEND OVER NEW RACKS. ALL NEW EQUIPMENT SHALL BE PROVIDED BY CONTRACTOR AND INSTALLED IN ACCORDANCE WITH BYU-IDAHO TELE- COMMUNICATION STANDARDS. ® PROVIDE DUAL -CHANNEL SURFACE RACEWAY ON EXISTING WALL FOR INSTALLING NEW CIRCUITS INDICATED. ROUTE FROM COUNTER OR TABLE HORIZONTAL RACEWAY UP TO ABOVE ACCESSIBLE CEILING. TERMINATE AT BOTH ENDS WITH LISTED FITTINGS AND/OR CONDUIT TRANSITION. PANDUIT "PAN -WAY" RACEWAY, COLOR: ELECTRIC IVORY. 5O PROVIDE DUAL -CHANNEL POWERPOLE FOR INSTALLING NEW WORKSTATION CIRCUITS INDICATED. POWERPOLE SHALL EXTEND FROM FLOOR UP TO ABOVE ACCESSIBLE CEILING. TERMINATE AT FLOOR WITH LISTED TERMINATION. TERMINATE ABOVE CEILING WITH LISTED CONDUIT TRANSITION AND GRID CEILING SUPPORT. PROVIDE RACEWAY TO CONDUIT CONNECTION FROM POWERPOLE TO WORKSTATION HORIZONTAL RACEWAY AS REQUIRED FOR TRANSITIONING CIRCUITS TO WORKSTATION RECEPTACLES. COORDINATE FINAL LOCATION OF POWERPOLE WITH ACTUAL LOCATION OF WORKSTATION ISLAND. 6 PROVIDE CONDUIT CONCEALED IN WALL FOR INSTALLING NEW WORKSTATION CIRCUITS INDICATED. ROUTE CONDUIT INTO WORKSTATION. TABLE HORIZONTAL RACEWAY, CONDUIT SIZE AND CONDUCTORS TO MATCH HOME RUN SHOWN. 0 RECEPTACLES INSTALLED IN HORIZONTAL SURFACE RACEWAY. WEST BASEMENT DATA/COMM. PLAN SCALE: 1 8"=1'-0" I PROVIDE RACEWAY AND INDIVIDUAL RACEWAY COMPATIBLE BOX i FOR EACH DEVICE SHOWN. ® RELOCATED FIRE ALARM SYSTEM DEVICE. RECONNECT TO 1 I 2 1 EXISTING FIRE ALARM �YSTEM. vl Al PRELIMINARY 0 N O T F O R CONSTRUCTION , ©2006 BRIGHAM YOUNG UNIVERSITY•IDAHO 525 SOUTH CENTER STREET REXBURG,IDAHO 83460 PROJECr; MCKAY BASEMENT REMODEL sHrrT: WEST BASEMENT DATA/COMM. PLAN E3.2 SHEET 10 OF 14 GENERAL NOTES ICONT. GENERAL NOTES CONE I GENERAL NOTES 3 N. E.C. SHALL COORDINATE EXACT LOCATION OF JACKS WITH L. WIRING FROM DIFFERENT ZONES MAY BE COMBINED IN A COMMON FIRE ALARM A. ALL LOW VOLTAGE VOICE/DATA WORK SHALL BE PERFORMED OWNER PRIOR TO ROUGH -IN. SYSTEM CONDUIT. FOLLOW NEC REQUIREMENTS FOR CONDUIT FILL. BY BYU-IDAHO PRE -APPROVED CONTRACTOR AND IN ACCORDANCE WITH "BYU-IDAHO TELE- COMMUNICATIONS 0. CONNECT NEW DEVICES TO NEAREST 120V CIRCUIT. CIRCUIT M. E.C. AND FIRE ALARM CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING CABLING STANDARD" DATED 12/07/2006. CAPACITY SHALL NOT EXCEED 16 AMPS. SHOP DRAWINGS AND CALCULATIONS TO THE AUTHORITY HAVING JURISDICTIONS (A.H.J.) AS REQUIRED. OBTAIN A WRITTEN ACCEPTANCE LETTER FROM THE B. CONTRACTOR AND IN ACCORDANCE COORDINATE ELEVATION OF P. RELOCATE EXISTING FIRE ALARM DEVICES AS REQUIRED. A.H.J. OF THE SYSTEM AND PROPOSED MODIFICATIONS. INCLUDE ACCEPTANCE ALL ELECTRICAL DEVICES SHOWN WITH ARCHITECTURAL DETAILS CONNECT COMPLETE. LETTER WITH FIRE ALARM DRAWING SUBMITTED TO ENGINEER. AND OWNER PRIOR TO ROUGH -IN. PP e O7 O7 e (�P 1 v C. ALL WORKSTATION JACKS SHALL BE INSTALLED IN PANDUIT 5 12" CABLE TRAY 2 "PAN -WAY" T-70 SURFACE RACEWAY. SEE ARCHITECTURAL 2 1-1 /2" C 1-1 /2 C — �� _C� ANICAL DETAILS ON SHEETS AE503 - AE507 FOR MORE INFORMATION. 12" CABLE TRAY 12" CABLE TRAYF -- RBI# 43 D. ALL SURFACE RACEWAY SHALL BE PANDUIT "PAN -WAY" T-70 5 7 1-1 /2" C 1-1/2" C _ O 43 50. WITH DIVIDER FOR CLASS 1 AND CLASS 2 WIRING. PROVIDE 1 2 T- 2 2 �� } ALL NECESSARY RACEWAY BASES, COVERS, DIVIDERS, pp 7 7 p Q COUPLING, FITTINGS, TRANSITIONS, RETAINERS, DEVICE AN '2 2 2 1 2 '2 2 - BRACKETS, BOXES, FACE PLATES, ETC. FOR A COMPLETE 1-1 / C OS O5 2 -1 5' RAGE SYSTEM. COLOR: ELECTRIC IVORY. 1-1/2" - 4 � Rf ,�2 4 PP OO 18" CABLE TRAY pp 4 59 5Q.F1. E. CABLE TRAY SHALL BE INSTALLED ABOVE ACCESSIBLE CEILING. LOCATION SHOWN ARE PARTIALLY DIAGRAMMATIC. COORDINATE SEE DE IL __ - _ - _ _ _ O9 2 SEE DETAIL FINAL ROUTING WITH LIGHT FIXTURES AND DUCTWORK. 3 0 E T 3 1 C 2/E5.1 FOR (E) PANEL CP7' PROVIDE AO EINERSLLRADIQUSRPDCESPPOCT FOR A COMPLETE SYSTEM. AE5 2 F R TYPICAL (N) PANEL R ELE�A IO S 2 2 INSTALLATION CPI "FASTTRAC" CABLE TRAY, 2" HIGH IN WIDTHS INDICATED 3 6 2 0 12 1 2 2 O (E) PANEL 'MC' ON DRAWINGS. �'J (TYPICAL) 3 3 F. NEW BASEMENT TELECOM ROOM (REVISED BDF 34) SHALL HAVE NEW CONNECTIVITY TO EXISTING 2ND FLOOR TELECOM 1" C ® ELECTRICAL ROOM IN THE FORM OF (1) 24-STRAND SINGLE MODE FIBER, 3 -'� RM# 40 (1) 24-STRAND MULTI -MODE FIBER, AND (1) 100-PAIR _0 0 � (E) MQAIN � COPPER. SEE DETAIL PANEL G. ALL NEW CABLINGSHALL BE SYSTIMAX, PLENUM RATED IN 6 2/E5.1 FOR ACCORDANCE TO BYU-1DAHO TELECOMMUNICATIONS STANDARD. 3 j 2 TYPICAL I INSTALLATION O - -cL H. COORDINATE ALL FIRE ALARM SYSTEM WORK WITH OWNER (TYPICAL) 3 2 r PRIOR TO ANY DEMOLITION OR NEW ROUGH -IN. PHASING OF ALL FIRE ALARM SYSTEM WORK SHALL BE COORDINATED WITH ® OWNER. o 1 3 I (E) PANEL 'E' 4 I. ALL NEW FIRE ALARM DEVICES SHALL BE CIRCUITED TO I F4 I I FT- FJEXISTING FIRE ALARM CONTROL PANEL. EXACT ROUTING ►p - - SHALL BE DETERMINED BY E.C. AND FIRE ALARM CONTRACTOR. INCLUDE INTERCONNECTION DIAGRAMS OF NEW COMPONENTS A 1-1/2" C TO EXISTING SYSTEM WITH SHOP DRAWN SUBMITTALS. 1-1/2"� - — J. ALL FIRE ALARM SYSTEM CONDUCTORS AND CIRCUITING SHALL 3 3 3- 3 _ 3 Pe 3 3 31 I BE INSTALLED IN CONDUIT, 1 /2" MINIMUM SIZE. E.C. SHALL CPT)PROVIDE AND INSTALL CONDUCTOR QUANTITIES PER FIRE - - - - - - - -- - - - - ALARM SYSTEM SUPPLIER, PER NFPA AND NEC. 4 �4 -- K. ALL FIRE ALARM SYSTEM CONDUIT SHALL BE CONCEALED IN WALLS AND ABOVE CEILINGS. EXPOSED CONDUIT SHALL BE FFI F - ALLOWED IN ALL UNFINISHED SPACES AND EQUIPMENT ROOMS. WHERE CONCEALED RACEWAY IS NOT POSSIBLE, COORDINATE WITH EAST BASEMENT DATA/COMM. PLAN<Z�SCALE:1/8"=1'-O" /emu\� OPTIONSCHITECT/ENGINEER REGARDING SURFACE RACEWAY PRELIMINARY N O T F O R CONSTRUCTION ©2006 BRIGHAM YOUNG UNIVERSITY.IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PRO)JEC:T: MCKAY BASEMENT REMODEL SHEET: EAST BASEMENT DATA/ COMM. PLAN E3.1 SHEET 9 OF 14 2 3 A KEYNOTES (CONT) I 13 INSTALL EXISTING CAMPUS CLOCK SYSTEM BOX FLUSH IN NEW WALL FOR OWNER PROVIDED CLOCK. COORDINATE WITH OWNER FOR MOUNTING HEIGHT PRIOR TO ROUGH -IN. SEE KEYNOTE 10 ON ED1.1/1.2 FOR MORE INFORMATION. 14 INSTALL NEW FLUSH MOUNTED CAMPUS CLOCK SYSTEM BOX FOR OWNER PROVIDED CLOCK. COORDINATE WITH OWNER FOR MOUNTING HEIGHT PRIOR TO ROUGH -IN. SIMPLEX #29759038 BACKBOX TO BATCH EXISTING. INSTALL INSIDE PODIUM (FED FROM FLOORBOX) SEE DETAIL 1/E5.1 FLOOR BOX BELOW PODIUM. SEE DETAIL 1/E5.1. KEYNOTES (CbNT) 11 COORDINATE ELEVATION OF PRINTER RECEPTACLES WITH OWNER PRIOR TO ROUGH —IN. 12 ROUTE CONDUIT TO PODIUM FLOORBOX DOWN NEW CLASSROOM WALL TO BELOW FLOOR. SAW CUT EXISTING FLOOR FROM NEW WALL OUT TO PODIUM LOCATION. COORDINATE EXACT LOCATION OF PODIUM FLOORBOX WITH OWNER PRIOR TO SWATTING FLOOR. SEE DETAIL 1/E5.1 FOR TOTAL NUMBER OF CONDUITS TO FLOORBOX. HUBBELL #LCFBSSA OR EQUAL. HALLWAY 0-H 201 50.FT. ABOVE CEILING FOR 5HUDDEK MOTORIZED SCREEN. R-20 R11049 SEE DETAIL 1/E5.1 LOCATE J-BOX O ABOVE CEILING O4 43CRP.IT. Al 3 L VJC W/ (2) # 12 CU 12 °a9 P_ (1) # 12 CU GND CKT NOTE 2 CKT LOCATE J-IBOX ABOVE CEILING FOR O - 7 i i 0 O O NOTE 2 ABOVE CEILI G PP pp C T NOTE 1 PROJECTOR. SEE 1 16-14 1-� L -1 2d 18 < 1 1 4- 2 DETAIL 1/E5.1. J R-22 LOCATE J-BOX ®P 7 7 6 O r ABOVE ACCESSABLE 1 2( x4) 1 CP7- 6 II L CEILING 1 ►-� 14, 116 14 8, 10 CP7— `� � (TYPICAL OF 2) CKT NOTE 1 0 + 2, 4, 6 1 J Q O> m 4 O _. 114 —11- 7 2 � cv LCKT '\ 7 ,l T� NOTE 1 1 0 \ 7 l CP7-18 -20N22 F2 F 7 7� _Jg6;��4 O CP7-33,���-�►}}H 1 — — CP7-23, 2 O 35, 37 25, 27 CKT NOTE 1 -� CKT NOTE 1 g 3 5 2L7�j3 5— 3 3 1T3-11�1T3-1]55 �2 i 21 3 �=�( 1i� RICAL POWER PLANS\s 2 CEILI KEYNOTES 3 10 SEE ED1.1 & ED1.2 FOR WORK REGARDING EXISTING RECEPTACLES. ALL EXISTING CIRCUITING TO REMAIN OPERATIONAL. EXTEND CONDUIT AND CONDUCTOR TO NEW/RELOCATED PANELS AS REQUIRED. 2O FOR EACH T-STAT LOCATION, PROVIDE (1) 4-SQUARE DEEP BACKBOX WITH SINGLE GANG MUD RING AND 1/2" CONDUIT WITH PULL -LINE ROUTED TO ASSOCIATED VAV BOX FOR CONTROL WIRING BY M.C. COORDINATE WITH M.C. FOR FINAL T-STAT LOCATIONS, MOUNTING HEIGHT AND ORIENTATION OF MUDRING. O COORDINATE WITH PLUMBING CONTRACTOR FOR FINAL LOCATION, MOUNTING HEIGHT, AND ORIENTATIONS OF RECEPTACLE FOR WATER COOLER. O PROVIDE DUAL -CHANNEL SURFACE RACEWAY ON EXISTING WALL FOR INSTALLING NEW CIRCUITS INDICATED. ROUTE FROM COUNTER OR TABLE HORIZONTAL RACEWAY UP TO ABOVE ACCESSIBLE CEILING. TERMINATE AT BOTH ENDS WITH LISTED FITTINGS AND/OR CONDUIT TRANSITION. PANDUIT "PAN -WAY" RACEWAY, COLOR: ELECTRIC IVORY. 50 PROVIDE DUAL -CHANNEL POWERPOLE FOR INSTALLING NEW WORKSTATION CIRCUITS INDICATED. POWERPOLE SHALL EXTEND FROM FLOOR UP TO ABOVE ACCESSIBLE CEILING. TERMINATE AT FLOOR WITH LISTED TERMINATION. TERMINATE ABOVE CEILING WITH LISTED CONDUIT TRANSITION AND GRID CEILING SUPPORT. PROVIDE RACEWAY TO CONDUIT CONNECTION FROM POWERPOLE TO WORKSTATION HORIZONTAL RACEWAY AS REQUIRED FOR TRANSITIONING CIRCUITS TO WORKSTATION RECEPTACLES. COORDINATE FINAL LOCATION OF POWERPOLE WITH ACTUAL LOCATION OF WORKSTATION ISLAND. Q PROVIDE CONDUIT CONCEALED IN WALL FOR INSTALLING NEW WORKSTATION CIRCUITS INDICATED. ROUTE CONDUIT INTO WORKSTATION. TABLE HORIZONTAL RACEWAY. CONDUIT SIZE AND CONDUCTORS TO MATCH HOME RUN SHOWN. RECEPTACLES INSTALLED IN HORIZONTAL SURFACE RACEWAY. PROVIDE RACEWAY AND INDIVIDUAL RACEWAY COMPATIBLE BOX FOR EACH DEVICE SHOWN. ® COORDINATE WITH OWNER FOR FINAL LOCATION OF NEW DOUBLE DUPLEX RECEPTACLES IN REMODELED TELECOM J-B©X ROOM. PROVIDE NEW CIRCUITING IN SURFACE MOUNTED kCG(-SSIBLE EMT. �I 9O NEW PANEL 'R' LOCATION. INTERCEPT EXISTING FEEDER 1 CONDUIT AND EXTEND TO NEW PANEL LOCATION. INSTALL NEW FEEDERS UNSPLICESED, FORM MAIN ELECTRICAL BOARD; SAME SIZE AND QUANTITY AS EXISTING. RECONNECT COMPLETE. 10 EXISTING PANEL 'CP-7' LOCATION. PROVIDE NEW 2-1/2" CONDUIT WITH (4) #4/0 CU + (1) #4 CU ISOLATED GROUND BACK TO PANEL 'MC1' IN MAIN ELECTRICAL ROOM. REPLACE EXISTING 100A BREAKER WITH NEW 225A BREAKER (SQUARE D TYPE FH3). RECONNECT COMPLETE. I 3 01 PRELIMINARY 0 N O T F O R GO NSTRUGTION � ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG,IDAHO 83460 PROJrCT: MCKAY BASEMENT REMODEL SHrrT: WEST BASEMENT ELECTRICAL POWER PLAN E2.2 SHEET 8 OF 14 1:1 0 0 •- O ■. O • • 1'1 -' m�.=.�:�_.,�_.;�= G %■ • l0> 1:1 ICI 1:1 • • • SEE / =' •3 ON SHEET AE503 FOR ELEVATIONS �n 1:1 1:1 1:1 1 1 1.1 • 0 �r'u, i1► • ,AC i u • �•D II_I �I _� • II�II r "1-A-► L1�►�Y Idl 1�1 1_I � — 1 1.1 O 0 III • I� a � 1:1 �►1111:► II►1.► �' Q�:► IU 1:_I 1:► O III , . • O 0 ,. I��I �o o - 0 L `� 8 • T BASEMENT E 2 (E) CLOCK REC. COORDINATE W/ O�N>=�_EOB-1 I��ECIIP,NICAL etoel�AND—T-RI- . o RNl# 43 o 43 52. T. < 5, RAGE ® _ - RM# 42 FT. i (E) PANEL 'CP7�' (N) PANEL 'R' 0 (E) PANEL 'MC' 8 \ ELECTRICAL RM# 40 419 5Q, FT, GFCI — (E) MAIN PANEL I GFCI I— — — (E) PANEL 'E' GENERAL NOTES A. ALL HOME RUNS FOR ISOLATED GROUND RECEPTACLES SHALL INCLUDE DEDICATED HOT CONDUCTOR, DEDICATED NEUTRAL CONDUCTOR, GROUNDING CONDUCTOR, AND ISOLATED GROUNDING CONDUCTOR. DO NOT SHARE NEUTRAL CONDUCTORS. B. COORDINATE ELEVATION OF ALL ELECTRICAL DEVICES SHOWN WITH ARCHITECTURAL DETAILS AND OWNER PRIOR TO ROUGH —IN. C. ALL WORKSTATION RECEPTACLES SHALL BE INSTALLED IN PANDUIT "PAN —WAY" T-70 SURFACE RACEWAY. SEE ARCHITECTURAL DETAILS ON SHEETS AE503 — 6 AE507 FOR MORE INFORMATION. D. ALL SURFACE RACEWAY SHALL BE PANDUIT "PAN —WAY" T-70 WITH DIVIDER FOR CLASS 1 AND CLASS 2 WIRING. PROVIDE ALL NECESSARY RACEWAY BASES, COVERS, DIVIDERS, COUPLING, FITTINGS, TRANSITIONS, RETAINERS, DEVICE BRACKETS, BOXES, FACE PLATES, ETC. FOR A COMPLETE SYSTEM. COLOR: ELECTRIC IVORY. E_ ALL ELECTRICAL DEVICES SHALL BE SPEC GRADE, 20A RATED WITH MATCHING PLASTIC COVERS. COLOR: ELECTRIC IVORY. CIRCUIT NOTES _ 1. 3/4" C W/ (6) # 10 CU + #12 CU GND + �1) 1) #12 CU ISOLATED GND 2. 3/4" C W/ (4) #12 CU + (1) #12 CU GND + (1) #12 CU ISOLATED GND 3. 1 /2" C W/ (2) #12 CU + (1) #12 CU GND + (1) #12 CU ISOLATED GND Al PRELIMINARY N O T F O R CONSTRUCTION ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PRUJE(:T: MCKAY BASEMENT REMODEL SHEET: EAST BASEMENT ELECTRICAL POWER PLAN E2.1 SHEET 7 OF 14 2 9 IG IA TO EMERGENCY LIGHTS. SEE E1.2 EST BASEMENT EL 0 1► CAL LIGHT Ip�l LIX 2 HALLWAY 0-H 20 ! 50. FT. 5HP\TDDEe RM#49 43 50. FT. 0 o� � c(J �s �_D __j m = cv UP 1 /8"=1'-0" 5TAi RVVELL 0-E 318 505. u C EVATOF O- 5 8 FT VCVA I(1TCC 3 (� EXISTING LIGHT FIXTURE IN EXISTING CEILING . SEE KEYNOTE 1 ON ED1.1. CONNECT TO NEW CIRCUIT SHOWN. EXISTING BI-LEVEL SWITCHING TO REMAIN. 20 EXISTING LIGHT FIXTURE RELOCATED TO NEW LOCATION SHOWN. CLEAN LENS AND RE -LAMP WITH NEW LAMPS OF SAME WATTAGE AND COLOR TEMPERATURE. 3O RELOCATED EMERGENCY LIGHTING UNIT. MOUNT AT T-6" TO TOP OF FIXTURE. CONNECT TO UNSWITCHED HOT PORTION OF CIRCUIT INDICATED. O CONNECT RELOCATED FIXTURE TO EXISTING B EMERGENCY CIRCUIT. O LOCATE NEW SWITCHES IN EXISTING 3-GANG SWITCH BOXES IN EXISTING BLOCK WALL. RE -USE EXISTING CONDUIT(S) STUBBED OUT TOP OF WALL. EXTEND NEW CONDUIT AND CIRCUITING TO RELOCATED FIXTURES AS SHOWN. 6� CONNECT NEW EXIT/EMERGENCY LIGHTS SIGN TO UNSWITCHED HOT PORTION OF CIRCUIT INDICATED. O EXISTING EXTERIOR LIGHTS TO REMAIN SEE NOES IN (N) PANEL 'R' SCHEDULE FOR MORE INFO. ® RECONNECT EXISTING RESTROOM EXHAUST FANS TO NEW LIGHT CIRCUIT AND CONTROL INDICATED. 0 INTERLOCK EXISTING RESTROOM EXHAUST FAN WITH OCCUPANCY SENSOR CONTROLLED LIGHTING. SET DELAY TO MAXIMUM. Al PRELIMINARY 0 N O T F O R CONSTRUCTION ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 rRQjECT: MCKAY BASEMENT REMODEL SHfiRT: WEST BASEMENT ELECTRICAL LIGHTING PLAN E1.2 SHEEP G OF 14 9 3 I I 2 I To GENERAL NOTES EMERGENCY A. PROVIDE DUAL -LEVEL SWITCHING FOR ALL ROOMS LIGHTS. WITH MORE THAN ONE FIXTURE SUCH THAT EACH SEE E1.2 SWITCH CONTROLS 1 /2 THE LIGHTING IN EACH ROOM. I -L I L- i!�h 5O \�' B. LOWERCASE LETTERS ON OR NEAR FIXTURES INDICATE CONTROLLING SWITCHES. SWITCH LEGS MAY NOT jc+ f�iiEC11AhIICA.L ALWAYS BE SHOWN. -H-c-H F\m# 437 c c c c c c . 43 5G. C. PROVIDE DEDICATED NEUTRAL CONDUCTORS FOR ALL FLUORESCENT LIGHTING CIRCUITS. D. CONNECT EMERGENCY/NIGHT LIGHT FIXTURES TO _ °AC'- UNSWITCHED HOT PORTION OF CIRCUIT INDICATED. 6 "NL" 13 Ll 9 N 11, 13 Q d ONLY FIXTURES WITH DESIGNATION SHALL REMAIN - b b b b b T R.Mfr 42 ON 24/7. SWITCH LEGS MAY NOT ALWAYS BE NL N NL - ] 59 3Q GT SHOWN. - - - R Y13E. (E) PANEL 'CP7' OCCUPANCY SENSORS SHALL BE CEILING MOUNTED 2 2 'R' ULTRASONIC TYPE, WATTSTOPPER # W-1000A. PROVIDE LOCAL POWER PACK FOR EACH SENSOR, (N) PANEL a a (E) PANEL 'MC' #B120E-P, PROVIDE BACK BOX OF SUFFICIENT SIZE I R-25 TO INSTALL POWER PACK. PROVIDE SEPARATION OF CLASS 1 AND CLASS 2 WIRING. L a a © ELECTRICAL r FNT r 2` L-3� I L-3 RIVI# 40 - :� , %CCU/ X L-- 419 5Q.�. NL a 2 6� 2 NL (E) MAIN ® PANEL EXHAUST FAN 2 �! r— L a" 2 r i 8 I a > 6 2 L-3EM E EXHAUST FAN ©PANEL 'E' a 2 2 AOS (TY OF 25) O 2 2 LL3 - X-1 o 1 - - - 1 - ,,,, - - 1 1 �� 1 / 9 4 1 © -1 N O7 + (1) #12 CU GND (TYPICAL FOR EMERGENCY CKT) O T BASEMENT ELECTRICAL I mm on mm mmmms 2 I 3 Al PRELIMINARY N O T F O R CONSTRUCTION ©2006 BRIGHAM YOUNG UNIVERSITY-IOAHO 525 SOUTH CENTER STREET REXBURO, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL SHEET: EAST BASEMENT ELECTRICAL LIGHTING PLAN El SHEET 5 OF 14 119 A c� �C� E� JCS 0 � 0 rZB-WO-4� 14 E� �C� EC 0 (Do Q 0 GG SHREDDER 4° r— -S, LICK KAY L— — J STORAGE HALL 14 4�3 0-F 2 0 0 4 16 TESTING CENTER LE` ]E J E` lC` J Fr- ]C J E`��LC J 0 0 rB-WO-� � rB-wo-31O Q �- — — —1 LL — j O � 14 14 (2) 3-GANG SWITCH BOXES �. LC. JC` J E-3C` J E` �C J E—JLC J L ZB-WO-11 E CLOCK REC. 14 FOR DRINKING FOUNTAIN E ` C ` J E ` C ` J Ll1/�C ` �I L ` 9J 2��� LEMERVt �CY LI(1 O O w O �O 16 O(2) 3-GANG O (1_3 LOCATED/ABOVE SWITCH BOXES TEST AREA (2) 3-GANG �2 SWITCH BOXES �I TEST DISTRIP)UTION 12 T BASEMENT ELEC DE I�ii KEYNOTES 3 Cl EXISTING CEILING AT LOBBY TO REMAIN. EXISTING LIGHT FIXTURES TO REMAIN. CLEAN LENS AND RE -LAMP WITH NEW LAMPS OF SAME WATTAGE AND COLOR TEMPERATURE. O REMOVE EXISTING LIGHT FIXTURE TO ALLOW FOR CEILING DEMOLITION. STORE IN SAFE LOCATION PRIOR TO RE -INSTALLATION. SEE E1.1 AND E1.2 FOR RELOCATED FIXTURE LOCATIONS AND NEW CIRCUITING. 30 REMOVE EXISTING EXIT SIGN. SEE E1.1 AND E1.2 FOR NEW EXIT SIGN LOCATIONS. 4O REMOVE EXISTING ELECTRICAL DEVICE AND REPLACE WITH NEW DEVICE AND COVER PLATE IN EXISTING LOCATION. CONFIGURATION (3-WAY, SINGLE -POLE, DUPLEX, SIMPLEX, ETC.) AND RATING OF NEW DEVICE SHALL MATCH EXISTING DEVICE BEING REPLACED. COORDINATE WITH G.C. FOR INSTALLING NEW DEVICE AFTER ANY NEW WALL FINISHES ARE COMPLETE. B 5O EXISTING FIRE ALARM SYSTEM DEVICE AND ASSOCIATED SURFACE RACEWAY TO REMAIN. EXISTING FIRE ALARM SYSTEM DEVICE AND ASSOCIATED SURFACE RACEWAY TO BE REMOVED. © STORE DEVICE IN SAFE LOCATION FOR RE -INSTALLATION. SEE E3.1 AND E3.2 FOR RELOCATED DEVICE LOCATIONS 70 REMOVE EXISTING SURFACE MOUNTED REC. AND VOICE/DATA JACK ASSEMBLY. REMOVE ALL ASSOCIATED SURFACE RACEWAY. ® REMOVE EXISTING POWER AND COAX CONNECTIONS TO EXISTING N, LOCATED ABOVE ACCESSIBLE CEILING. 90 REMOVE EXISTING WALL MOUNTED MOTION SENSOR AND ALL ASSOCIATED RACEWAY AND CABLE. RETURN SENSORS TO OWNER. 10 REMOVE EXISTING CAMPUS CLOCK SYSTEM BOX AND EXISTING CIRCUITING BACK TO SOURCE. STORE BOX IN SAFE LOCATION PRIOR TO RE -INSTALLATION. SEE E2.1 FOR NEW/RELOCATED BOX LOCATION. 11 EXISTING PANEL 'R' TO BE REMOVED AS PART OF WALL DEMOLITION. REMOVE EXISTING FEEDER BACK TO MAIN ELECTRICAL BOARD. REMOVE EXISTING FEEDER CONDUIT BACK TO ABOVE ACCESSIBLE CEILING. SEE PANEL SCHEDULE FOR NOTES REGARDING EXISTING AND NEW CIRCUITING ASSOCIATED WITH THIS PANEL, ALSO SEE E2.1 FOR NEW PANEL 'R' LOCATION AND ADDITIONAL WORK REQUIRED. 12 EXISTING PANEL 'CP7' TO REMAIN IN EXISTING LOCATION. REMOVE EXISTING FEEDER BACK TO PANEL 'MC'. REMOVE EXISTING MODULAR FRAMEWORK TO ALLOW FOR PANEL TO BE INSTALLED IN FURRED -OUT WALL. SEE PANEL SCHEDULES FOR NOTES REGARDING EXISTING AND NEW CIRCUITING ASSOCIATED WITH THIS PANEL. SEE E2.1 FOR ADDITIONAL WORK REQUIRED. 13 EXISTING HVAC CONTROL RELAY ENCLOSURE LOCATED ABOVE CEILING. COORDINATE WITH M.C. Al FOR RELOCATING ENCLOSURE TO ACCOMMODATE WALL DEMOLITION. 14 EXISTING 25-PORT DATA TERMINATION POINT LOCATED IN LAY -IN CEILING. REMOVE BOX AND RETURN TO OWNER. ALL CABLING CURRENTLY ROUTED TO 2ND FLOOR TELECOM CLOSET SHALL BE COMPLETELY REMOVED. 15 APPROXIMATE LOCATION ABOVE CEILING OF (2) 4" CONDUIT RACEWAYS UP TO 2ND FLOOR TELECOM ROOM. ALL EXISTING CABLING ROUTED FROM BASEMENT AREAS BEING DEMOD (PARTICULARLY ZB TERMINATION BOXES. SEE NOTE 14) SHALL BE REMOVED COMPLETELY, EXISTING (E) CONDUITS TO REMAIN. SE E3.1 AND E3.2 FOR NEW VOICE/DATA SCOPE OF WORK. 16 PLEASE NOTE: ACCORDING TO EXISTING BUILDING AS -BUILT DRAWINGS, THESE LIGHT FIXTURES ARE CONNECTED TO THE BUILDING EMERGENCY GENERATOR THROUGH PANEL 'E'. EXISTING 2 DOWNSTREAM LIGHTS SHALL REMAIN OPERATIONAL ON ENSTING EMERGENCY CIRCUIT. PRELIMINARY 0 N O T F O R CONSTRIJCT�ON . ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PRUJE(.T: MCKA'Y BASEMENT REMODEL SHEET: WEST BASEMENT LEC DEMOLITION PLAN ED1.2 SHEET 4 OF 14 2 3 GENERAL DEMO NOTES A. ELECTRICAL WORK IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, PATCHING AND PAINTING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. B. E INDICATED OR NOTED TO DISCONNECT WHICH R BE REMOVED AND/OR RELOCATED WHILE MAINTAINING CONTINUITY OF REMAINING CIRCUITRY. C. PROVIDE NEW CONDUCTORS, RACEWAYS, ETC., AS REQUIRED TO MAINTAIN OPERATION OF EXISTING OUTLETS, EQUIPMENT, ETC., WHICH REMAIN OR ARE RELOCATED. D. NO EXISTING WIRING MAY BE REUSED IN THE NEW ELECTRICAL WORK. 6 UNLESS OTHERWISE NOTED. E. ALL EXISTING CIRCUITS, CONDUIT AND WIRE THAT ARE NOT IN USE AFTER DEMOLITION IS COMPLETED SHALL BE REMOVED. F. EXISTING LIGHT FIXTURES WHICH ARE NOT REUSED SHALL BE DELIVERED TO THE OWNER. G. EXISTING CONDUITS IN THE FLOOR WHICH ARE NOT USED AND WHICH AAII ARE ABANDONED SHALL BE TRIMMED TO FLOOR SURFACE, GROUND FLUSH AND FILLED WITH GROUT. FINISH FLOOR TO MATCH EXISTING. H. WORK SHALL BE PERFORMED WITH NO DISRUPTION OF THE OWNER'S BUSINESS. ALL ELECTRICAL POWER DISRUPTIONS SHALL BE SCHEDULED AIN AND APPROVED BY THE OWNER. I. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH N.E.C., — STATE AND LOCAL BUILDING CODE. J. ALL DASHED ITEMS ON DEMOLITION PLANS ARE TO BE REMOVED UNLESS NOTED OTHERWISE. SOLID ITEMS ARE TO REMAIN OR TO BE RELOCATED AS NOTED. NOTE — ITEMS SHOWN IN THE DEMOLITION PLANS ARE BASED ON FIELD OBSERVATIONS. ADDITIONAL ELECTRICAL ITEMS MAY BE ENCOUNTERED THAT ARE NOT SHOWN — ALL GENERAL ELECTRICAL ITEMS ARE TO BE REMOVED OR RELOCATED AS REQUIRED THAT ARE NOT SHOWN, BUT ARE IN AREAS OF CONFLICT WITH NEW CONSTRUCTION. K. WHEN ANY MODIFICATIONS ARE MADE TO EXISTING ELECTRICAL PANELS (I.E. ADDING CIRCUITS, REMOVING CIRCUITS, ETC.), E.C. SHALL PROVIDE NEW TYPED SCHEDULE TO DOCUMENT CHANGES. L. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED ELECTRICAL BOXES WHERE NEW FINISHES DO NOT COVER. M. ALL ELECTRICAL DEVICES THAT ARE LOCATED IN AREAS WITH NEW FINISHES AND ARE TO REMAIN SHALL BE ADAPTED TO NEW FINISHES, PROVIDE NEW EXTENSIONS, COVERS, ETC, TO BRING EXISTING DEVICES OUT FLUSH WITH NEW FINISHES. ED N. INEXISTINGELECTRICAL DEVICES THAT WALLS THAT ARE NOT BEING DOMED, THAT A DOMED,PROVIIDERE TNEW BLANK COVERS. ,ASEMENT LLLC DEMOLITION �P�LAN„�SCA�LE:l8"=�'-o" PRELIMINARY NOT F O R GONSTRUGT�ONJ ©2006 BRIGHAM YOUNG UNIVERSITY•IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PRoJ rcr: MCKAY BASEMENT REMODEL sHrrr: EAST BASEMENT LEC DEMOLITION PLAN EDIA SHEET 3 OF 14 3 2 IA GENERAL NOTES A. INSTALL ALL ELECTRICAL SYSTEMS IN ACCORDANCE WITH 2O03 INTERNATIONAL BUILDING CODE, 2003 INTERNATIONAL ENERGY CONSERVATION CODE, AND 2005 NATIONAL ELECTRIC CODE, B. CLOSELY COORDINATE ALL ELECTRICAL SYSTEMS WITH MECHANICAL, PLUMBING, STRUCTURAL, AND ARCHITECTURAL SYSTEMS. CONDUIT/CABLE ROUTING IS APPROXIMATE AND DIAGRAMMATIC AND SHALL NOT BE SCALED. PROVIDE ALTERNATE ROUTING FOR COORDINATION OF ALL WORK WITHOUT ADDITIONAL COST TO OWNER. C. FIELD VERIFY ALL ASPECTS OF ELECTRICAL SYSTEMS PRIOR TO COMMENCING WORK. DO NOT INSTALL ANY ELECTRICAL COMPONENTS BEFORE VERIFYING DIMENSIONS AND ROUTING WITH BUILDING CONDITIONS. D. COORDINATE ALL POWER AND CONTROL REQUIREMENTS OF SYSTEMS PROVIDED BY OTHERS (HVAC EQUIPMENT, KITCHEN EQUIPMENT, ETC.). E.C. SHALL BE RESPONSIBLE FOR ALL LINE VOLTAGE CONNECTIONS. E. INSTALL ALL ELECTRICAL EQUIPMENT, LIGHTING, DEVICES, ETC. PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ONE YEAR PARTS AND LABOR WARRANTY ON ALL ELECTRICAL INSTALLATION. PROVIDE MINIMUM WORKING CLEARANCES PER NEC. G. E.C. SHALL BE RESPONSIBLE FOR APPLYING FOR, OBTAINING, AND PAYING ALL FEES FOR ALL REQUIRED PERMITS AND INSPECTIONS ASSOCIATED WITH THE ELECTRICAL SYSTEMS. H. E.C. SHALL BE RESPONSIBLE FOR ALL CONCRETE PADS, SUPPORTS, BASES, ETC. THAT ARE REQUIRED FOR ELECTRICAL EQUIPMENT. I. MAINTAIN 18" (MINIMUM) CLEARANCE BETWEEN LINE VOLTAGE CIRCUITING AND ALL LOW VOLTAGE, SIGNAL BUS, TELEPHONE, DATA, TELEVISION, SATELLITE, ETC. CABLING. INTERSECTIONS BETWEEN LINE VOLTAGE CIRCUITS AND LOW VOLTAGE CABLE SHALL BE AT 90 DEGREE ANGLES. J. COORDINATE WITH MECHANICAL DUCT WORK AND STRUCTURAL MEMBERS FOR BEST LOCATION OF FIXTURES TO PROVIDE MAXIMUM UNOBSTRUCTED LIGHTING. A K. LOCATIONS OF LIGHTING OUTLETS AND RECEPTACLES IS PARTIALLY DIAGRAMMATIC. COORDINATE FINAL LOCATIONS WITH FIELD CONDITIONS. L. COORDINATE WORK IN EXTERIOR WALLS TO MINIMIZE INTERRUPTION OF INFILTRATION/VAPOR BARRIER SEAL AROUND ALL PENETRATIONS M. E.C. SHALL BE RESPONSIBLE FOR VISITING THE PROJECT SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS AS THEY RELATE TO THE SCOPE OF ELECTRICAL WORK FOR THIS PROJECT. E.C. SHALL MAKE NECESSARY PROVISIONS IN BASE BID TO ACCOMMODATE DISCOVERED CONDITIONS. PRELIMINARY N O T F O R CONSTRUCTION , ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT .REMODEL SHEET: GEN. NOTES ELEC. SYMBOLS ABBREVIATIONS LE0.2 F 2 3 119 IA SHEET INDEX SHEET NO. SHEET TITLE REVISION #1 #2 E0.1 ELEC. SYMBOLS ELEC. ABBREVIATIONS E0.2 GEN. NOTES, GEN. SPECIFICATIONS ED1.1 EAST BASEMENT ELEC DEMOLITION PLAN ED1.2 WEST BASEMENT ELEC DEMOLITION PLAN E1.1 EAST BASEMENT LIGHTING PLAN E1.2 WEST BASEMENT LIGHTING PLAN E2.1 EAST BASEMENT POWER PLAN E2.2 WEST BASEMENT POWER PLAN E3.1 EAST BASEMENT SPECIAL SYSTEMS PLAN E3.2 WEST BASEMENT SPECIAL SYSTEMS PLAN E5.1 ELECTRICAL DETAILS E5.2 ELECTRICAL DETAILS E6.1 PANEL SCHEDULES E6.2 LIGHTING FIXTURE SCHEDULE STANDARD ABBREVIATIONS EC ELECTRICAL CONTRACTOR MC MECHANICAL CONTRACTOR GC GENERAL CONTRACTOR C CONDUIT CU COPPER GND GROUND AFF ABOVE FINISH FLOOR a,b,c etc SWITCH DESIGNATION WP WEATHERPROOF 0 SHEET WORK NOTE HOME RUN TO PANEL. NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. /"� CONDUIT OR CABLING CONCEALED IN CEILING OR WALL —!I! CIRCUIT, NUMBER OF HASH MARKS INDICATES NUMBER OF CONDUCTORS IN CABLE/RACEWAY. GROUND WIRE NOT SHOWN BUT SHALL BE INCLUDED. NO HASH MARKS INDICATES 2 CONDUCTORS PLUS GROUND. INTERIOR BOX MOUNTING HEIGHTS FINISHED CEILING 0 C:�, 4C=p BOD TOD LLJ w COD w o O 0 CD 0o U) � $ COD - $Hc m J COD. � o U � 0 AC = ABOVE COUNTER, o MINIMUM 4" ABOVE om m Lj BACKSPLASH TO o BOTTOM OF DEVICE. _ i- _ o �1SZSL `t 00 00 o COD Lo i FINISHED FLOOR 2 ELECTRICAL SYMBOLS LEGEND 208V OUTLET DUPLEX OUTLET ISOLATED GROUND OUTLET QUAD ISOLATED GROUND OUTLET ® SPECIAL CONNECTION �# VOICE/DATA JACK INDICATES NUMBER OF DROPS PER LOCATION SURFACE/PENDANT MOUNT FIXTURE �-- e { SURFACE/PENDANT MOUNT ® EMERGENCY/BATTERY FIXTURE 2x4 LAY -IN FIXTURE 2x4 EMERGENCY/BATTERY FIXTURE ® CEILING EXIT SIGN 4t:P EMERGENCY LIGHTING UNIT I-Q WALL MOUNT LIGHT FIXTURE a EXISTING PANELBOARD, SURFACE MOUNT �3 EXISTING PANELBOARD, FLUSH MOUNT OEM NEW PANELBOARD, SURFACE MOUNT �-ffl THERMOSTAT 8 BELL i-Q JUNCTION BOX, WALL MOUNT JUNCTION BOX, FLOOR MOUNT MD MOTION DETECTOR, WALL MOUNT FIRE ALARM HORN/STROBE ❑F FIRE ALARM PULLSTATION SD SMOKE DETECTOR WALL SWITCH 3 THREE WAY M MOTOR MS MOTION SENSOR PB PUSH BUTTON 3 mI mI PRELIMINARY N O T F O R `CONSTKUCTION J ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 63460 PR(-)jrcT: MCKA'Y BASEMENT REMODEL sHrr•.T: GEN. NOTES ELEC. SYMBOLS ABBREVIATIONS E0.1 �iiiiSHEET 1 OF 14 PLUMBING FIXTURES ROCGHIN SIZE AURK DESCRIPTION COMMENTS C.VY. H.W. WASTE VENT WALL MOUNT, RECTANGULAR LAVATORY, AMERICAN STANDARD 'LUCERNE' VTTEROUS CHINA, 4' CENTERSET, CHROME 1/2' 1/2' 1 1/2' 1 1/2" 0355.012 FAUCET: AMERICAN STANDARD WRISfBLADE "DLE GOOSENECK FAUCET 'MONTERREY 7502.170 WITH GRID DRAIN, 0.5 GPM FLOW ERICW STANDARD 'MADERA' 3D43.10 WATER CLOSET, ADA COMPLIANT, SEAT: OLSONRE 110CC/SS WC-1 FLOOR MOUNT, MANUAL FLUSH VALVE, 1' - 3' 27 FLUSH VALVE: ZURN Z-6DODAV-WSI SIPHON JET, VITREOUS CHINA 1.8 GPF COLOR: WHITE FLOOR TO RIM: 1 ' ERICAN STANDARD 'MADERA' 2234.D1 WATER CLOSET, STANDARD FLOOR SEAT: OLSON17E 110CC/SS MOUNT, MANUAL FLUSH VALVE, 1' - 3' 2' FLUSH VALVE: ZURN Z-SOOQAV-WSI SIPHON JET, VITREOUS CHINK 1.6 GPF COI.OIC WHITE FLOOR TO RIM: 15' URIMUL, ADA COMPLIANT AMERICAN STANDARD 'WASHBROW 6501.03A FLUSH VALVE: ZURN Jt1 VITREOUS CHINA, SIPHON JET, } 4' / _ 2' 1 1 �� WHITE Z-60FLOOR MANUAL FLUSH VALVE, 1.0 GPF O RIM:COL1 FLOOR TO RIM: 17' FLOOR VAV REHEAT MAX. COOL CFM WAX, HEAT CFM MIN. COOL CFM MARK INLET ON) DESICN ON WC) MAX COOLING &TAX N.C, MIN. INLET pN Wq A11N CRTL CFM E,1) MIN LFF) CFMFAT HW ROWS COIL � 160F tAXOFT) . LA,IH. REMARKS _ 1300 N/A N/A N/A N/A N/A 800 2 2.0 N/A 39.8 PROVIDEDBY - - 13M N/A N/A N/A N/A N/A 800 2 2.0 N/A 39.8 -OWNER PROVIDED - - 1300 N/A N/A NIA N/A NIA B00 2 20 NIA 39.8 BY PROVWNE 1300 N/A N/A N/A N/A N/A B00 2 2.0 N/A 39.8 DED OWNE - - 310 N/A N/A N/A j N/A N/A 250 2 1.0 N/A 13.4 PROVIDED 12 N/A 1350 N/A N/A N/A N/A N/A 80O 2 2.0 N/A 39.8 PROVIDE - BY OWNS 12 1.0 1400 31 0.63 23D 55 8B 1400 2 2.0 0.8 36 _ - N/A 1000 N/A N/A N/A N/A N/A 600 2 1.0 N/A 28.2 PAWNED _ N/A 2050 N/A N/A N/A N/A N/A 12DO 2 3.0 N/A 59.1 Y PIROWNEO PERFORMANCE AT 4500 FT. ELEVATION. FLOOR VAV COOLING ONLY wJRKBox NO. MAX.CFM MIN,CFM MARK INLET SIZE ONJ DESIGN INLET S.P. ON WCI MAX. CFM MAX. N.0 MIN. INLET S.P. ON WO MIN, CONTROL CFM rEpEll 8 1 1.0 500 34 0.22 BO AIR DEVICE AIR DEVICE 1__(ED_ GFIA TYPE& FACE NECK CEILING' MAX. MAK.T.P. N.C.LEVEL AWNUFACTURER REMARKS MARK DUN I SIZE SIZE TYPE CFM ON VVCI MAX. &MODEL NO. LOUVERED 15"x15' 8'/ SURFACE 240 0,08 20 i7Dr 12412' CORE SUPPLY ADJUSTABLE 247x24' 6'0 GRID 175 0.73 25 18'x18' CORE LOUVERED TDDCU,S1 E 24'x24' IOY GRID 400 0.12 27 � 1B'r1B" CORE LOUVEREDA 24'x24' 12'/ L2bD 550 0.11 25 1B'r18' CORE LOADJUVERED TTDDUCS1 PERFORATED 24'r24' 22'x22' GRID 1200 0.G5 17 ALP - PERFORATED RETURN 24'x12' 22'x10' GRID 600 0.08 10 TITUS PXP _ _ RETURN 12'x12' 10'r10' SURFACE 280 0.05 25 TITUS 355R _ U.LRF FRAME TYPE OF ALL AIR DEMCES WITH ARCHITECTURAL REFLECTED CEILING PLAN BEFORE ORDERING ALL EQUIPMENT SELECTED AT SITE ELEVATION (4 900')UNLESS NOTED OTHERWISE, PRELIMINARY 0 N O T F O R CONSTRUCTION ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT. MCKAY BASEMENT REMODEL z 0 QF a q U Q SHEET: MECHANICAL SCHEDULES M6.1 SHEET # OF a 119 A 0 9 11 70 SFCf101:A SQUARE TO ROUND TAKE -OFF Ra sa+c 2 KEYNOTES CONT: 11. INSULATION 12. FLEX DUCT 13. RIGID ROUND DUCT OR DIFFUSER COLLAR NOTES: A. TAKE —OFFS SHOULD NOT BE INSTALLED CLOSER THAN TWO MOTHS TO ELBOWS OR INTERSECTIONS B. AREA OF AxB SHALL BE EQUAL TO 1.5 x AREA BRANCH DUCT KEYNOTES: 1. 45' TAP AND DAMPER ASSEMBLY IS PRE MANUFACTURERED DO NOT FABRICATE IN SHOP DR FIELD 2. RIGID ROUND DUCT SEE PLANS FOR LENGTH. WRAP WITH EXTERNAL INSULATION 3. SEE SECTION A 4. INSULATED FLEX DUCT MAX LENGTH 6'-D' 5. CEILNG DIFFUSER 6. LOCKING QUADRANT HANDLE OR REMOTE CEILING OPERATOR WHERE DAMPER INACCESSIBLE 7. 24 GA. 8. AR FLOW 9. NYLON CLAMP OVER INSULATION 10. NYLON CLAMP OVER FLEX DUCT KEYNOTES: 1. SUPPORT HANGER 2. 12"x24' RETURN GRILLE 3. 24"x24' RETURN GRILLE CV 4. 1" DUCT LINER TRIM AND SEAL ALL JOINTS T S. 26 GAUGE SHEETMETAL NDTFS: A. TYPICAL OF ALL RETURN AIR GRILLES 4 N i o N \ \ 4 � TSOUND DUCT- SHEETMETAL 3 3 TRANVERSE REINFORCING (1) ATJOINTS S� DRIVEry H �� MIN. REINFORCING ANGLE SUP LONGEST SHEET METALGAGE SIZE AND MAX. LONGITUDINAL TRANSVERSE E SOINTS MIN. H. � HEMMED REIN - SIDE (I SIDE (IN) TALL FOUR SIDES) AND OR IN JOINTS AND ORINTERAIEDIATE IN. PLAIN S SLIP BAR SUP BAR SLIP FORCED REINFORCING BAR SUP RECOMMENED RECOMMENED RECOMMENED RECOMMENED GAGE GAGE GAGE GAGE UP THRU 12 26 NONE REQUIRED 1 26 26 24 24 13 THRU 18 24 NONE REQUIRED 1 24 24 24 24 19 THRU 30 24 1"x1"x1/B' AT 60- 1 - 24 24 24 31 THRU 36 22 1'xt'x1/8' AT 60" 1 - - 22 22 1 TRANSVERSE REINFORCING SIZE IS DETERMINED BY DIMENSION OF SIDE TO WHICH ANGLE IS APPLIED 2 LONGITUDINAL JOINTS TO BE PITTSBURG OR SNAP LOCK TYPE III 9 DUCT CONSTRUCTION DETAIL rao � DUCT LINER DETAIL KEYNOTES: 1. 12' D.C. MAX IN DIRECTION OF AIR FLOW. (IF DUCT IS FABRICATED ON AUTOMATED COIL UNE THIS DIMENSION MAY BE INCREASED TO 14' MAX) 2. SHEET METAL DUCT 3. DUCT UNER 4. NOT MORE THAN 2' FROM EDGE OF UNER 5. FASTENERS (TYPICAL) B. 12- OX. MAX (TYPICAL) NDTES: A. All TRANSVERSE AND LONGITUDINAL EDGES OF LINER TO BE COATED WITH ADHESIVE KEYNOTES: 1. INSULATION 2, 5/8" GYPSUM BOARD 3. BOTTOM CHORD OF TRUSSED RAFTER OR I JOIST 4. 1 1/4' MIN PENETRATION 5, J10f3/4- SELF TAPPING GALVANIZED SHEET METAL SCREWS TO ANCHOR STRAPS TO DUCT. ALL STRAPS TO BE TIGHT AGAINST DUCT AND SUPPORT MEMBERS (TYPICAL) NO POP RNETS ALLOWED B. 1748 GAGE STRAP HANGERS AT B'-O' SPACING 7, (1) #10x2" WOOD SCREWS AT EACH TRUSS CHORD (TYP) B. DOUBLE SHEET METAL STRAP BACK OVER Al PRELIMINARY 0 PA O T F O R GO N'3TRUCTBCIO N ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJF?CT: MCKAY BASEMENT REMODEL SHRfiT: MECHANICAL DETAILS M5.1 SHEET # OF oil 3 WE A 1 2 1 KEYNOTES 3 10 BALANCE (E) SUPPLY GRILLE TO INDICATED CFM. 20 RE —INSTALL (E) RETURN GRILLE BASEMENT ME L FLOOR PLAN(` SCALE: 1/8"=V-O° on GENERAL NOTES A. CONTRACTOR TO FIELD VERIFY QUANTITY AND SIZE OF (E) GRILLES AND DUCTWORK TO BE REUSED. PROVIDE NEW GRILLES AND DUCTWORK AS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER. B. CONTRACTOR IS RESPONSIBLE FOR COMPLETE INSTALLATION. SOME EQUIPMENT PROVIDED BY OWNER. COORDINATE ALL REQUIREMENTS WITH OWNER. CONTRACTOR TO RECEIVE, INSTALL, AND WARRANTY ALL A OWNER PROVIDED EQUIPMENT. .C. REFER TO 1,2,3,4/M5.1 FOR DUCT INSTALLAITON REQUIREMENTS. PRELIMINARY (9 N O T F co R CONSTRU CT�ON ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL Mr.r : WEST BASEMENT MECHANICAL FLOOR PLAN M1.2 SHEET # OF c 9 I r VB- 00 A T BASEMEN ICAL FLOOR 2 1 KEYNOTES 3 1O BALANCE (E) SUPPLY GRILLE TO INDICATED CFM. 2O RE —INSTALL (E) RETURN GRILLE O GENERAL NOTES A. CONTRACTOR TO FIELD VERIFY QUANTITY AND SIZE OF (E) GRILLES AND DUCTWORK TO BE REUSED, PROVIDE NEW GRILLES AND DUCTWORK AS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER. REFER TO M0.1 FOR NEW GRILLES AS REQUIRED. B. CONTRACTOR IS RESPONSIBLE FOR COMPLETE INSTALLATION. SOME EQUIPMENT PROVIDED BY OWNER. COORDINATE ALL REQUIREMENTS WITH OWNER. A CONTRACTOR TO RECEIVE, INSTALL, AND WARRANTY ALL OWNER PROVIDED EQUIPMENT. .C. REFER TO 1,2,3,4/M5.1 FOR DUCT INSTALLATION REQUIREMENTS. PRELIMINARY (5 N O T F O R 4__Or4.'q TlON ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL 7 zx L zRl�gF �Qo a�qv 0 Q.- SHrrT: EAST BASEMENT MECHANICAL FLOOR PLAN miA SHEET # OF I 3 C A (E) 1 2 (E)24"O L_�I _7- I (E)10"0 �\/-- �(E) VAV �—I�(E)10"0 I1 II (E)12"0,---,-,L4 --------�J-1 1 ------4 1 24/15 1 J (E) 3/4' 1 1 1 K-(E)10"0 I 12-J1 , -----�(E)12-0 -(E) ---------------------- -!1 L_-_t i (E) VAV _ (E)1 0"0 (E)10"0 (E)10' _ C_____— �1 (E)10"0—� -- ----- ti.\y -)12 0r-1L-►-2--A---------LJ I I I I _ 24/15 J I 1 (E) VAV I 1 (E)10"0 1 V- I , (E) 3/4, V_� �-------------------- I I ------------------------ -- ------------------------- --------------- --------- 4 1 24/15 F-1 �(E)12" 0 '---r----------J-� H r- L - L(E) VAV L_y----- (E) 3/4" -- II �I I i ql Ice' � L_y WEST BASEMENT MECHANICAL DEMOLITION PLAN, 5HREDDER. ag Lf E)KARY 5TO RAG E 48 5T02A.GE 38 h ALL 0-F SCALE: 1 /8"=1'-O" 3 171 GENERAL NOTES A. REMOVE ALL EXISTING MECHANICAL EQUIPMENT. COORDINATE DISPOSAL REQUIREMENTS WITH OWNER. B. REMOVE ALL (E) DIFFUSERS AND STORE FOR REUSE WITH NEW MECHANICAL SYSTEM. C. REMOVE ALL (E) DUCT DOWNSTREAM OF MAIN AND STORE FOR REUSE WITH NEW MECHANICAL SYSTEM D. REMOVE ALL (E) THERMOSTATS AND WIRING. COORDINATE A DISPOSAL REQUIREMENTS WITH OWNER. PRELIMINARY 0 N O T F O R GONSTRU GTI ON ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL SHEET: WEST BASEMENT MECHANICAL DEMOLITION PLAN MD1.2 SHEET # OF 2 3 r A E 3 �_� ----- V-_A (E) 3/4" v --------- __________ _ I I I -------------- F_'�- 1---------- I I ------------ __ (E)18 ------------ - I -------------- - -----a i 24/15 -- -- -i [(E)12"0 L--_.r------------J--r -i E)1 " y (E) VAV L \-J -- (E) 3/4" T-r r -=—1��1i(E)T (E) 18' --I-- 1 y / I I I 13 IrIEJI I I �� lc J�, i I -�-- iTM�ti i ITE_ITZ 15TKLL% 110� I i' III --I - --- --� I I I I I II 3�2 1 _I I I I }3 MENS iv ------r-�-t I I �E Z14L115 I j I - d i I I I' IYi I I t K�-I = 10 --E) 115� 4 I - _ ------I--t--t-{-- 1�, 11iII I 8"o 1 1 E 8"0 Ll -z-N6 -i -(��E_�-1 � 1l1i-X--_I-II -E-i fi I- r=- II -- --J II II ! �rLJ.\ -- II III LEA J(E) a -rgym II --I-TI I� FI II1I I 1 1 1 EN5(Q r"o /YF I L-� 1 -1- \/ (E) 14' - -r- +- I II I II I j:- -L --�-- r-�-� L41-- -- ' --T- L,I I I GENERAL NOTES A. REMOVE ALL EXISTING MECHANICAL EQUIPMENT. (') AVI-_�El 3RILLE COORDINATE DISPOSAL REQUIREMENTS WITH OWNER. (E•) GRILLE Li B. REMOVE ALL (E) DIFFUSERS AND STORE FOR REUSE WITH I (E)12" I I. I NEW MECHANICAL SYSTEM. (E 2 /15 (E')10 10 C. REMOVE ALL (E) DUCT DOWNSTREAM OF MAIN AND STORE -- FOR REUSE WITH NEW MECHANICAL SYSTEM D. REMOVE ALL (E) THERMOSTATS AND WIRING. COORDINATE A DISPOSAL REQUIREMENTS WITH OWNER. EAST BASEMENT MECHANICAL DEMOLITION PLAN SCALE:1 8"=1'-0" -w�\, PRELIMINARY (0 N O T F O R CONST[tUCT10N 02006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG,IDAHO 83480 PROJECT: MCKAY BASEMENT REMODEL SHEET: EAST BASEMENT MECHANICAL DEMOLITION PLAN MD1.1 SHEET # OF e 2 3 N A 2 3 PLUMBING MECHANICAL GENERAL NOTES STANDARD ABBREVIATIONS MECHANICAL LEGEND A COORDINATE ALL STRUCTURAL PENETRATIONS FOR WATER PIPING WITH A COORDINATE ALL DIFFUSER AND GRILLE LOCATIONS WITH REFLECTED CEILING A INSTALL ALL MECHANICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS IN STUCTURAL ENGINEER PUN AND ELECTRICAL DRAWINGS, ACCORDANCE WITH 2O03 INTERNATIONAL BUILDING CODE, 2003 011 O , I NEIER —qa-- DOE VALVE —SD-- SIORI ORMI ABEVE gyCE INTERNATIONAL MECHANICAL CODE, 2003 INTERNATIONAL FUEL CAS CODE, AFT AW7E RNIM ROOR B. REFER TO ARCHITECTURAL FLOOR PLANS FOR EXACT FIXTURE LOCATIONS B. COORDINATE ALL STRUCTURAL PENETRATIONS FOR DUO WORK WITH 2O03 INTERNATIONAL ENERGY CONSERVATION CODE, AND 2003 UNIFORM AO ALIOAATE d IWL WOVE - —SD---- SION DIM R:ELN ONCE AND MOUNTING HEIGHTS. STUCIURAL ENGINEER DUCT PENETRATIONS THROUGH ROOF ARE TO BE PLUMBING CODE. API Ai PREM DO COORDINATED WITH JOIST LAYOUT. DOD WON OF DUCT — WERRY LACY —E— FRE SOMIE C, WASTE PIPING SMALLER THAN 4' IS TO BE SLOPED AT I' PER FOOT UNO, B, CLOSELY COORDINATE ALL MECHANICAL, PLUMBING, MID FIRE PROTECTION IOP BORDI (F PPE ALL WASTE PIPING 4' AND LARGER TO BE INSTALLED AT J' SLOPE PER C. COORDINATE EXACT LOCATION OF THERMOSTATS WITH ARCHITECT PRIOR 70 WITH ELECTRICAL, ARCHITECTURAL, AND STRUCTURAL DUCTWORK AND BTII/N wa Tak UIIS PER No ® 1gWINED MLVE WMER —C— NUIRA GAS FOOT UPON APPROVAL BY LOCAL JURISDICTION. VERIFY INVERT BEFORE INSTALLATION. PIPM IS APPROXIMATE AND DIAGRAMMATIC AND 5 NOT TO BE SCALED, CAP. 01PADIY INSTALLATION_ PROVIDE ALTERNATE ROUTING, OFFSETS, AND TRMSITIDNS AS REQUIRED FOR Try 111C FEET PER SALUTE KT DO( WINE LSRA OR In AS REQ'D) fw EWING -r->~,•y-rrrr D. PROVIDE BALANCE VALVES AND DAMPERS TO ALLOW COMPLETE BALANCE OF COORDINATION OF ALL WORK WITHOUT ADDITIONAL COST TO THE OWNER. Of OwNr VQUE D. ALL DOMESTIC WATER PIPING TO BE AS FOLLOWS BURIED - ASTM BBB HVAC SYSTEMS. W DRY III SOFI00 WAVE —THIS— OPINED DATER SUPPLY TYPE K SOLDERED COPPER (NO JOINTS BELOW SLAB). INTERIOR - ASTM C. FIELD VERIFY ALL MECHANICAL, PLUMBING, AND FIRE PROTECTION PRIOR TO S TOM SPW RM BBB TYPE L SOLDERED COPPER. E. PROVIDE ACCESS PANELS FOR ALL EQUIPMENT, DAMPERS, ACTUATORS, AND COMMENCING NEW WORK DO NOT FABRICATE OR INSTALL ANY MECHANICAL DR 091tWEN D MUM MM VANE (2-LAIN —CHR— DIVED PKIER RE = FILTERS. ENSURE ADEQUATE ACCESS TO ALL SYSTEM COMPONENTS FOR PLUMBING, OR FIRE PROTECTON BEFORE VERIFYING DIMENSIONS AND E. ALL SANITARY WASTE AND VENT PIPING TO BE ASTM D2661 SCHEDULE 40 MAINTNNABNJIY. ROUTING WITH BUILDING CONDITIONS G) DD�YA1hA1 AN MUTE MM VAVE (YSY) —CWS— 07DENSER r,TER SIMPLY ADS, CS 270-65, SOLVENT WELD JONTS. ALL SANITARY WASTE AND VENT F. PROVIDE FLUSH CUP CONCEALED OPERATORS ON ALL HAND DAMPERS D. COORDINATE ALL ELECTRICAL AND CONTROL REQUIREMENTS WITH PIPING LOCATED IN A RETURN AIR PLENUM TO BE CAST IRON SV NO HUB Gl ITT DIM AN TEMERAJA FTTEW TAF59RS RWNG WOVE —CWR— O]mm S4A ROAN SYSTEM. LOCATED ABOVE FARO OR INACCESSIBLE CEILINGS. ELECTRICIAN. BLY FIRM ESP MOM SMUG PtrFSiA P t T RDA' WWYE —HWS— HEm WAD AIRY C. PROVIDE STARTERS AND CONTACTORS NECESSARY 70 OPERATE ALL F. PROVIDE BALANCE VALVES TO ALLOW COMPLETE BALANCE OF PLUMBING E. INSTALL ALL EQUIPMENT AND DEVICES PER MANUFACTURER'S on OODNG mg TNRSVRE SYSTEMS AND ISOLATION VALVES FOR MAINTENANCE ON EACH PIECE OF MECHANICAL EQUIPMENT, COORDINATE ALL REQUIREMENTS WITH ELECTRICAL. RECOMMENDATIONS. PROVIDE ONE YEAR PARTS AND LABOR WARRANTY ON N FEE NIPS T1 —Y AW SEAT (I1 nia) —HWR— ITALIC AAER RE1lW1 EQUIPMENT. INSTALLATION, H. PROVIDE VIBRATION ISOLATION FOR ALL FAN OR COMPRESSOR DRIVEN Too m ROOR MAIN SRANER STEW —S— EQUIPMENT. PROVIDE FLEXIBLE CONNECTIONS TO EQUIPMENT. G PROVIDE ISOLATION VALVES FOR ALL BRANCH LINES SERVING THREE OR F. CONTRACTOR 5 RESPONSIBLE FOR ALL APPLICABLE PERMITS AND FEES. TTM FW PER MARE MORE FIXTURES. PROVIDE BALANCING VALVES FOR EACH DOMESTIC HOT PROVIDE SERESTRAINTS WATER RETURN PIPING OF TWO BRANCHES OR MORE. I. RVSERESTRAINTS FOR WAG EQUIPMENT, DUCTWORK, AND G, PROVDE SUBMITTALS ON -ITEMS LSTED IN SCHEDULES TO ENGINEER FOR IS IT ADRI SIR FEET —�— WHLOED BYANll VALVE —RL-- AE}IdSR1Nl LAIM PIPING IN ACCORDANCE WITH 2OG3 IBC WITH SEISMC DESIGN CATEGORY O, RENEW PRIOR TO ORDER, PURCHASE, OR INSTALLATION. ALL REOUIRED IV NQ VEIOQO --- VFNRII RDA METER —ITS— RFiM,EPBIE 9JCWN H. PROVIDE CLEANOUTS ON INTERIOR SANITARY PIPING EVERY 50 FEET. SITE CLASS D, SEISMIC USE GROUP I, SHORT PERIOD DESIGN SPECTRAL SUBMITTALS 70 BE SUBMITTED IN A SINGLE TABBED BINDER. PROVIDE ALL GL Na RESPONSE ACCELERA71ON COEFFICIENT SDS-0.49, ONE SECOND PERIOD HVAC AND PLUMBING CONSTRUCTION COSTS FOR ENGINEER DATA BASE AS DE CALM cl ow ® SARI 01111 R I. PROVIDE VENT FOR EVERY TRAP AND TRAPPED FXTURE. ALL VTR'S TO BE DESIGN SPECTRAL RESPONSE ACCELERATION COEFFICIENT SDI.0.25. AND PART OF SUBMITTALS. GO GWGE WIN 2' MINIMUM AND TERMINATE MINIMUM 10' ABOVE ROOF AND MINIMUM 24, IMPORTANCE FACTOR I.G. PIPING SUPPORTED WITHIN 12' OF SIRUCTURE Gill GA U16 PER MINE —4 PEI COOL OR WIC{ COO( � IETLWI OQLE FROM ROOF EDGE OR PARAPET, MID 25' FROM OUTSIDE AIR INTAKE INTO DOES NOT REQUIRE SEISMIC BRACING. DUCTS SUPPORTED WITHIN 12" OF H. ALL MANUFACTURER SUBSTITUTIONS MUST BE SUBMITTED TO ENGINEER AND w IARSEPOAER �— BUILDING. STRUCTURE OR DUCTS LESS THAN 6 SO. FT. CROSS -SECTIONAL AREA DO APPROVED THROUGH AN ADDENDUM, PRIOR APPROVALS MUST BE F1�Rd MR W/ No6�IE NOT REQUIRE SEISMIC BRACING. SUBMITTED 10 DAYS PRIOR 70 BID DATE. III hm INIENDIETEA RAAN Aft OUCI Slam J, PROVIDE WATER HAMMER ARRESTOR IN EACH BRANCH LINE SERVING J ALL ITEMS LOCATED IN A RETURN NR PLENUM TO HAVE A FLAME SPREAD I. PROVIDE OPERATIONS AND MAINTENANCE MANUAL INCLUDING ALL WAG AND FDCfURES WITH AUTOMATIC VALVE OPERATORS. SIZE AND INSTALL PER J. N 10 N0[S OF DATER DIUMN T MANUFACTURER'S RECOMMENDATIONS, INDEX OF 25 AND SMOKE DEVELOPMENT INDEX OF 50. DUCT COVERINGS PLUMBING EQUIPMENT. N16 ,ROES IF STIR MINE104SIAl1lAE It RESPITE TEST RUC AFTIAX M DO ilWEO UP AND UNONGS TO HAVE A FLAME SPREAD INDEX NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF 5D IN ACCORDANCE WITH ASTM84. DUCT J. CLOSE ENDS OF DUCTWORK AND PIPING AND COVER FLOOR DRAINS DURING AT LBS ,DAL 70PDIAlRC Pam PUP REEMARINICIVININ K. PROVIDE DRAIN PANS UNDER ALL PIPING LOCATED OVER ELECTRICAL COVERINGS AND LININGS SHALL NOT FUME, GLOW, SMOLDER, OR SMOKE CONSTRUCTION. CLEAN ALL EQUIPMENT, PIPING, AND DUCTWORK AT L17 LEM WAER hIPEAADpE PANELS, WHEN 7ES7ED IN ACCORDANCE WITH ASTMC411. COMPLETION OF PROJECT. K YWAAI RON Aim APPLY AN WD SEUM L PROVIDE SEISMIC RESIRNNTS FOR PLUMBING EQUIPMENT AND PIPING IN N. LANE ALL RECTANGULAR SUPPLY DUCT A MINIMUM OF 20 FEET iWWNSfRFAII LINE 191 INN TOM no TIEAWL UFIS/JAIW I[➢NICN. 7DPERIJUE SENSR ® ® 9PRY Nt WCI,DMEO LP ACCORDANCE WITH 2003 IBC WITH SEISMIC DESIGN CATEGORY D, SITE VAV BOX. LINE ALL RETURN AIR TRANSFERS AND GRILLE PLENUM D.S SEISMIC USE CROUP I, SHORT PERIOD DESIGN SPECTRAL BOXES DUCT UNFR 70 BE MINIMUM R-5, TRIM AND SEAL JOINTS. RESPONSE ACCELERATION COEFFICIENT SDS=0.49, ONE SECOND PERIOD RESPONSE � �� wD � � M � S� ®® �Y � W � DESIGN SPECTRAL RESPONSE ACCELERATION COEFFICIENT SD7 AND L. INSULATE ALL CONCEALED UNLINED DUCT WITH MINIMUM R-5 INSTALLED) NC E� AD! N TAQNDT -� YARD INDRAN z (� DIRU,T AA DUCT Xm ORTE STRUCTURE IMPORTANCE FACTOR SEISM PIPING SUPPORTED WITHIN 12' OF SIRUCNRE FIBERGLASS DUCT WRAP. INSULATION TO BE UL LISTED AND MET NFPA K M�t1 ODES NOT REQUIRE SEISMIC BRACING. 220E NQI NOIWAL ® FLOW DRAM ®® DIN.6T AR W TURNED UP M. SET ALL FUTURE TEMPERATURE UNIT STOPS 70 1107 UNLESS INDICTED M. ROUND FLEXIBLE DUCT TO BE 1' THICK INSULATED AND MEET NFPA 90A N5 (;W ACT 10 SINE OPPOSED Ra WIPER RON SIR ® ® EBIi16T AR WC1 DOMR OTHERWISE, STANDARDS. FLEXIBLE DUCT RUNS TO BE MAXIMUM 8 FEET IN LENGTH 70 m 09i 04MM DRMF WUOE AIR - II MLL QLIW ® A= PANEL N INSULATE HANDICAP LAVATORY TAR PIECE, P-TRH, TRAP ARM, HOT AND AND FREE OF KINKS. FLEXIBLE DUCTS TO BE TESTED ACCORDING COLD WATER SUPPLY k17H HWDI UV-Cl1NR0. UL181. IN P,ESSl1E RE0.E71C VALVE FLn OR a" QTNIOIT y" VOLME DRWEA 0. INSULATE ALL. DOMESTIC HOT WATER PIPING WITH i" INSULATION. N. CONSTRUCT ALL DUCT 70 SMACKA STANDARDS FOR LOW PRESSURE DUCT DOMESTICCONSTRUCTION, SEAL CLASS A AND 2 IN.WG. PRESSURE CLASS. ALL DUCT PSI PS9 FOAM PEA am in PWO PER 97ARE KEN MIX —E3— EX 4m off ORMIY t10D1AR DWO INSULATION TO BE BTU RATE FIFO n TO BE GALVANIZED METAL ALL ROUND EXPOSED DUCT 70 BE SPIRAL IR RETURN At DUCT. PsWIN—ram— _ flD®lE PPE OLAIECDUI IglpiOD DaIPEE P. ROUTE WATER PIPING IN HEATED AREAS ONLY. DO NOT ROUTE PIPING IN NON -INSULATED ATTIC, CUING AND WALL SPACES. RPIF SA NDIAm REIAAE 81OO1011 PRYOAER AAKYWR RDIUDD mmmE ENMON PEWNEER --® TH WPIE 0. CONSTRUCT ALL DUCT TEES, BENDS, AND ELBOWS WITH RADIUS NOT LESS 0, DISINFECT DOMESTIC WATER PIPING THAN 1.5 TIMES THE WIDTH OF THE DUCT. WHERE PHYSICAL CONSTRNN7S PROHIBIT RADIUSED ELBOWS, PROVIDE RECTANGULAR ELBOW WITH TURNING SENN 9. SEM SEA LEVEL v r— DIM OM WREN RHOOER � Cd6NAOR FH/SNK DIAPER R. TEST ALL SANITARY SEWER AND VENT AND STORM PIPING TO 15' HEAD. VANES. ALL BRANCH TAKEOFFS TO BE CONSTRUCTED OF 90' WYE WITH 45' ENTRY. SP A FT SOQIG 11ESM MM FEET * ANEW RIMER ARRESKR + +_ DICE SIZE, FR67 IWRE 6 SEE ROAN FIRE PROTECTION P. DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS, SS T01 gRM 9W AIR SVSITE.AIM 5 TOP Of DIRT D 11" DOA11 BARED OR UGRII.CDI DUCT A COORDINATE ALL FIRE SPRINKLER LOCATIONSWITH REFLECTED CEILING PUN, Q, PAINT DUCT INTERIORS VISIBLE THROUGH REGISTERS, GRILLES, DIFFUSERS, ESP Vt' mk SWAG PRE ME VW11aE At Y011E _ DB71' NP � DEC W/ AMZWA LW AND ELECTRICAL DRAWINGS, AND MECHANICAL DRAWINGS, AND LOUVERS FLAT BUCK. WD wm IINOAL7IONS VEX Nmw POPE UPNE)SE (� ) B. FIRE SPRINKLE ENTIRE BUILDING IN ACCORDANCE WITH NFPA 13 AND ALL R. BALANCE ALL INAC EQUIPMENT AND AIR DEVICES PER PLAN BY AN VAN VENT THICIO ROOF '] .. APPLICABLE CODES. APPROVED INDEPENDENT TEST AND BALANCE CONTRACTOR. BALANCE Wrw V TEE DUAL FEW MITT COIIECTgX C. FIRE SPRINKLE ALL ATTIC AND ROOF JOIST SPACES IN ACCORDANCE WITH REPORT TO BE GIVEN TO ENGINEER OWNER, AND O&M MANUAL. AB Wfl BIAS 1.141 { QL7 TpJRTI01 NFPA AND APPLICABLE CODES, S. PROVIDE FIRE AND FIRE/SMOKE DAMPERS WHERE REQUIRED. INSTALL N9 A 10 PRMIE TRIP EOgII — — — OQES7C DXD RATER am W/ MINIM; WARS D. USE DRY PENDANT HEADS OR DRY PIPE SYSTEMS IN FREEZING AREAS DAMPERS PER UL 555 AND MANUFACTURER'S RECOMMENDATIONS. PROVIDE (GLYCOL LOOPS NOT ALLOWED). FIRE SAW ON ALL PENETRATIONS THROUGH FIRE RATED SEPARATIONS WITH UL RATED FIRE WING MATERIAL. _ _ _ _ Dam MQ YIATER l.E LE TEE W/ 4Y EXAM. SHEET INDEX E. STATE FIRE MAR9NLL AND LOCAL FIRE DEPARTMENT TO BE PRESENT DOIm a IAOER W_ WE W/ 4Y INIRY DURING TESTING OF THE FIRE HARM AND FIRE SPRINKLER SYSTEMS. SHONO. SHEET TYRE REV ION —T— 0IESIO TEIPERm WUEW DIPAASMT IN SDP zam F. UNDERGROUND PORTION OF THE FIRE PROTECTION SYSTEM FROM THE CONNECTION AT THE DOMESTIC WATER AWN 70 THE BUILDING TO BE SIZED, MA€1 AIAg2M11Ad3 �'�� ® �14R UM � MO d MECH,LEGEND $1'MBOLSAND ABBRE4, WALLED, FLUSHED, AND PRESSURE -TESTED BY A LICENSED FIRE PROTECTIDN INSTALLER SR4IEW m Am am PUNT IF IEMYa FROM DIETING MDIA EAST BASEMENT MECH. DEMOLITION PLAN MDi.2 WE57 BASEMENT MICH. DEMOUDON PUN SANITARY m Raw a PONT EF CDK90 TO DESW MIA 66T BASEMENT MECHANICAL PLAN M1.2 WEST BASEMENT MECHANICAL PLAN —D— MAIN ® METAL UG M5.1 MECHANICAL DETAILS —RD— NO DRAIN wmL as NOTE M6,1 MECHANICALSCHEOULES —OD— wmoW mm � YCRON NUR LINE M7.1 MECHANICAL ENERGYCODE COMPLIANCE PDI.1 EAST BASEMENT PLUMBING DEMO, PUN P1.1 EAST BASEMENT PLUMBING PUN NA ENLARGED PLUMBING FLOOR PUN I7 Al PRELIMINARY (9 N O T F O R CON STRU CTE ON ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO M SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL SHEET: MECHANICAL LEGEND, SYMBOLS, AND ABBREV. M0.1 SHEET # OF a 2 3 — E 3 4" I I I I I E) (E) /4,� I I I r I I I I 1 1 I I I'I ( 1 I t I E5 3/4„ rl 2„ `------- ELECTRIC I ' r---� r---� „ J2 \ \ i LL� n i I I I I I � � j —�" ♦ WC R ( I I I I♦ i — I II I I I I I I ♦ �4�� I I } I I to �E) 4„ i ♦♦ I �— 1 1/2" I LL I—♦ 3' 2" ly I U- 3 ♦ I I I I I I I I I ♦ I L-1 I ��—� I I I I �.♦ II \I i I I ♦ , - i I I I I I I I gs L—"1 � ♦♦ I I I I I WC-1 t / I / I i f I I ENLARGED PLUMBING FLOOR PLAN SCALE:1 4"=1'—O" I 2 3 PRELIMINARY NOT' FOR CONaT RUCTION ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL SHERT: ENLARGED PLUMBING FLOOR PLAN P4.1 SHEET # OF I 2 3 11 L J 1111 J L_ J I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I a VJ I I I I I I I I I f 1 I I I I I I I I I I I I I I ! 4� • 8 B TT I I r r I I I I L- -_J I I I I II FNITFR I 1 I I I 20 _ _ �____J II I L---=JL----J P41 45� 21 I i -`L I i . I I A A EAST BASEMENT PLUMBING FLOOR PLAN SCALE:1 8"=1'—O" I 2 3 PRELIMINARY N coT FIoR CON>ITRUCTI ON ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG,IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL sur•.rT: EAST BASEMENT PLUMBING FLOOR PLAN pi SHEET # OF W I_1 I I I I I I I I I --I --I—] I— I I— - 1 7 __I—_1_ILLLI�JIJ1__L_J I I I o I I I I u I I I I I ���1F EAST BASEMENT PLUMBING DEMOLITION_ PLAN, E - C) 3 GENERAL NOTES A. REMOVE ALL EXISTING PLUMBING EQUIPMENT IN WOMEN'S (3D) AND MEN'S (32). COORDINATE DISPOSAL REQUIREMENTS WITH OWNER. B. CAP AND SEAL (E) SEWER AND VENT FOR (E) WATER CLOSETS, (E) LAVATORIES, AND (E) URINAL FLUSH WITH FLOOR. 13 Al PRELIMINARY N O T F O R CONSTRUCTION ©2006 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURO, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL SHr. P.M EAST BASEMENT PLUMBING DEMOLITION PLAN PDIA SHEET # OF s 2 3 2 GENERA. NOTES 1°`°' 9 8 lam 9 25-7 114' FIELD VERIFY A. B. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO, DIMENSIONS AND QUANTITIES. OREFERENCE NOTES O DETAILS 1 . 14 STATIONS WITH ONE 1 1/2" GROMMET PER STATION, SEE I ID'0 I 10'D" 2°° I°° AI/AE50G, B2/AE507 AND C2/AE507. 2. 12 STATIONS WITH ONE 1 1/2" GROMMET PER STATION. SEE DETAILS AI/AE506, 132/AE507, AND C2/AE507. 3. 7 STATIONS WITH ONE 1 1/2" GROMMET PER STATION, SEE DETAILS AI/AE50G AND BI/AE507. 4. 9 STATIONS WITH ONE 1 1/2' GROMMET PER STATION. SEE DETAILS �a-01 B 1/AE5OG AND A2/AE507, 5. 10 STATIONS WITH ONE I I/2' GROMMET PER STATION, SEE DETAILS Cl/AE50G AND A2/AE507. G. 4 STATIONS WITH ONE 1 1/2" GROMMET PER STATION. SEE DETAILS A I /AE507 AND A3/AE507. 7. 8 STATIONS WITH ONE 1 1/2" GROMMET PER STATION, SEE DETAILS 2 C I/AE507, B2/AE507 AND C2/AE507. - 8, TEACHING STATION PROVIDED AND INSTALLED BY OWNER. Ir-G I I 15�-Or I L L L 9. NOTCH WORKSURFACE TO ACCOMMODATE EXISTING COLUMN. '4 ZIP 10. PRINTER STATION WITH TWO 1 1/2" GROMMETS. SEE DETAILS A3/AE50G AND B 1/AE507, N I z m EAST TESTING CENTER FURNI5HlNG PLAN XALf: 1 /8" - I' -a r— Al ©2007 BRIGHAM YOUNG UNIVERSITY•IDAHO 823 SOUTH CENTER STREET REXBURO, IDAHO 83"0 PROJECT: MCKAY BASEMENT REMODEL SHEET: WEST BASEMENT FURNISHING PLAN AF102 SHEET # OF x AFf01 -Al -96 3 A EAST TE5TING CENTER FURN15H1NG PLAN 1--ckf: I /8' = V-v AFIOI-AI-9G GENERAY. NOTES A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLE55 SPECIFICALLY NOTED OTHERWISE. ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO, DIMENSIONS AND QUANTITIES. O REFERENCE NOTES (i) I . NEW 4'-O" ADJUSTABLE SHELVES, SEE DETAIL A I /AE509. 2. NEW 3G" x 48" WHITE BOARD. PROVIDED AND INSTALLED BY OWNER. 3. NEW 48" x 48" WHITE BOARD. PROVIDED AND INSTALLED BY OWNER. 4. NEW WALL HUNG MONITOR, PROVIDED AND INSTALLED BY OWNER. 5. NOTCH WORK5UKFACE TO ACCOMMODATE COLUMN. G. NOTCH ADJUSTABLE SHELVES TO ACCOMMODATE COLUMN, 7. NEW 1 2"D 12'-7" ADJUSTABLE SHELVES. SEE DETAIL INDICATED. 8. NEW 1 2"D 5'-1 1" ADJUSTABLE SHELVES. SEE DETAIL INDICATED. 9. NEW 1 2"D 7'-0" ADJUSTABLE SHELVES. SEE DETAIL INDICATED. 10. NEW I G" 7'-0" ADJUSTABLE SHELF. SEE DETAIL INDICATED. 1 1 . COPY MACHINE. 12. WATER COOLER BY OWNER. 13. NOTCH WORK5UKFACE TO ACCOMMODATE VERTICAL PANDUIT STRIP. 14, CUT WORK.SURFACE TO FIT. BY OWNER. 15. LINE OF FLOOR COVERING TRANSITION, O STEELCASE KEY O Imm I D=FfiON r I 4G I CHAIR PNEU HGT,FULL BK,BK LK,LM5 ADJM,5EAT ANGJD,ARMDCHR FBK,H/W/P 4G 1141 I 2 3 5 WDKFSuKFAGt-WKAdum,w+n, Z4 APPLICATIONW5-CRVUN,5T&2424 6 WOR0UWACE_51MGHT,lAM, 30 APPUCATIONWB-CRVUN,5TR,3O24 NOTE: 7 SIN-5TOWE.LK. 15-5/8X59-3/4X ALL 5TEE ME 15 PROVIDED AND INSTALLED BY THE OWNER 8 WORKSURFACE-5TRAIGtiLIAM, 24 AFFUCATIONW5-CKVU N,5TR, 2448 g WORKSURFACEZTKAGHT,LAM.24 APPUCATIONW5-CKVUN,5TR,24G0 F ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL FC55185 II SHEET: EAST BASEMENT FURNISHING & CASEMWORK PLAN MP624 A F 101 SHEET # OF x M135M 1 G MBBL3G I G MBBL481G MB5L721 G T530507 5PRT,48W T54818 5PKT.72W TB7218 4+WXG4+H MPTAMG524 FINISH SCHEDULE ROOM # - NAME FLOOR BASE WALLS CEILING SPECIAL NORTH EAST SOUTH WEST A - ENTRY F4 133 W2 W2 W2 W3 C3 B- ENTRY f I B I W I W3 W I - C2 C- HALLWAY fl BI WI WI - WI C2 D - STAIR F3 53 WI W3 WI - CI 10 - HELP DESK f 1 53 - - W3 W3 C2, C3 IG- OFFICE f1 BI WI W3 WI WI C2 20 - CALL CENTER F I al W I W3 W3 W I C2 20A-5TORAGE FI BI WI WI W3 WI C2 2G-OFFCE FI BI WI WI WI WI C2 30 - WOMEN3 RE5TROOM F2 B2 W I , W4 W3, W4 W I , W4 W I , W4 C I 32 - MENS RESTRDO-m F2 132 WI, W4 WIN4 WI, W4 WI, W2, W4 CI 40 - COMPUTER LAB F I 51 W2 W I W3 W2 C2 R I 50-CLA55ROOM fI BI WI WI W3 W2 C2 RI F FLOOR FI CARPET F2 2' CERAMIC TILE F3 NEW RUBBER STAIR TREAD5 AND RI5ER5 F4 LEES MODULAR5TEPUP 508 CHARCOAL GREY B BASE BI 4'CARPET B2 G' CERAMIC TILE B3 4' RUBBER - COLOR A5 SELECTED BY ARCHITECT 154 EXISTING TO REMAIN W WALLS WI GYPSUM BOARD - PAINTED W2 CMU - PAINTED W3 TEXTURED CONCRETE - PAINTED W4 44 CERAMIC TILE C CEILING C I 5U5PENDED GYP5UM BOARD CEILING 5Y5TEM - PAINTED C2 51,15PENDED ACOU5TICALTILE CEILING 5Y5TEM C3 U15TING TO REMAIN R REMARKS RI PICTURE RAIL INDICATES NO WORKTO BE DONE ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO S25 SOUTH CENTER STREET REXBURG, IDAHO 63460 PROJECT: MCKAY BASEMENT REMODEL L OOM FINISH SCHEDULE E 03F c ALUMINUM STOREFRONT HARDWARE HINGING I . CONTINUOU5 GEARED HINGE. DOOR CLOSER I . PROVIDE PARALLEL ARMS ON SURFACE -MOUNTED CLOSERS. 2. CLOSERS SHALL ALLOW FOR 180 DEGREE OPENING AND NOT BE USED AS A STOP. 3, ADJUST CLOSERS TO PROVIDE MAXIMUM OPENING FORCE AS REQUIRED BY GOVERNING CODE AUTHORITY, 4. CLO5ER5 SHALL HAVE THE FOLLOWING FFATERUE5: • ADJUSTABLE SWEEP SPEED • ADJUSTABLE 13ACKCHECK • NON -HANDED, NON -SIZED. 5. APPROVED PRODUCT5: • 4041 SERIES PARALLEL ARM BY LCN EXIT DEVICES I . OPERATION: • ENTRY SHALL BE BY KEY. DEVICE SHALL BE LOCKED BY CYLINDER PROM OUTSIDE. • DOGGING OPERATION SHALL BE BY ACCESSIBLE KEY CYLINDER BUT NOT BY PERMANENT KNOB OR BY REMOVABLE ALLEN WRENCH DEIVCE5. 2. COLOR: EQUIVALENT TO CLEAR ANODIZED. 3. MYRICKTRIMIFULL EQUAL TDkAWNEERCS-9. 4. APPROVED MANUFACTURERS: • 'PANELNV BY KAWNEER. • 'VIP I' BY VISTAWALL D. THRESHOLDS 1. SIMILAR TO PEMKO 253, 254, 255 PROFILE. E. BRUSH DOOR SWEEPS AND BRU5H PERIMETER SEALS I. QUkJlY5TANDARD: PEMKO 18141NB-DB F. STOPS 1. USE WALL 9TOP5. 2. ACCEPTABLE PRODUCTS: • WALL MOUNTED: « WD35 BY GLYNN-JOHN50N. « 1205 BY TRMCO / BBW/ QUALITY. « EQUAL AS APPROVED BY ARCHITECT BEFORE INSTALLATION. SEE SECTION 01 GOO. NEW BLOCK WALL CAUL II LLVrr IVILI f%L VVVI\ I IVYYIL.. SEE DOOR 5CHEDULF BJAMB / HEAD 51M. SCALE: 3"= P-0" 2M WALL SEE WALL TYPE DETAILS. ml HO4W Yy IVILI nL VVVI\I IV vt SEE DOOR SCHEDULE ZD m m N 2 JAMB/ HEAD 51M. A3 SCALE: 3"= L V ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL SHEET: DOOR HARDWARE REQUIREMENTS E E DOORTYPES ' DOOR TYPE D I REQUIREMENTS DOORWINDOW 1, Type: AM PC-5ME or FD-5ME. WHERE 2. Grade: AM Premium, except face veneer, INDICATED 3. Face Veneer: _ INSCHEDULE a. Plain sliced Red Oak meeting requirements of AM Grade A,1/50 NEW 50LID inch thick minimum tmmediatly prior to finishing. CORE b. Face veneers shall be running book WOOD matched. DOOR 4. Fully Type I: Adhere all glue lines with Type I adhesive, including veneer lay-up. D I B — 5. Core: a. Fully bonded to stiles and Fads and sanded as a unit prior to applying veneers, b. Fire -Rated, AM ID 1/3 (20-minute): 1) 32 lb density meeting requirements of ANSI A 208.1 Mat Formed Wood Particle Board, Grade I-L-I minimum. 2) 5tlle5: a) 1-3/8 inches deep minimum before fitting. b) 1 /4 inch minimum of stile face to be hardwood matching face veneer material. 3) Rails: a) 1-1 /8 inches b) Manufacturer's option. DOOR TYPE D2 REQUIREMENT5 I . Aluminum: 6063 T5 aluminum alloy, or meeting requirements of A5TM B 221. alloy G5 I OA T5. 2. Stiles: 3-1/2 inches by 1-3/4 inches by 0.125 inches thick nominal. 3. Top Rails: 6 inches by 1-314 inches by 0.125 inches thick nominal. 4. Bottom Rails: 10 inches minimum by 1-3/4 inches by 0.125 inches thick nominal. 5. Construction: Manufacturer's standard. G. Glazing Stops: Snap -in type with neoprene bulb -type glazing. Units shall be glazed from exterior side. 7. Weatherstripping: a. Neoprene bulb -type. A b. Approved Products: NEW ALUMINUM 1) 5ealair by Kawneer DOOR 2) D 125 by Vi5tawall D2 — 8. Finish: a. AA-M 12C22A3 I Class 11 min. Clear anodized to match existing. 9. Approved Products: a. 350 Medium Stile by Kawneer. b. Series 375 by Vistawall. DOOR SCHEDULE 101 DOOR FRAME >- z `� DETAILS HARDWARE (COMMENTS) 0L � Uj Z n N cn c� 11 HEAD JAMB THRESHOLD I DA EX15TINGTO RE IN 105 EXI TING TO UWJN IOC D2 • 51 G2 F2 T2 FRO MANUFACTURER MANUFACTURER ALUMINUM SEE SHEET AEG02 I G D 1 • 51 G2 F I T I FRO A3/AEG02 SIM, A3/AEG02 51M. NONE H 1, H2, H3, H4 (Gx 16 DOOR WINDOM 20 DI • 51 G2 F I T I FRO A3/AEG02 51M. A3/AE602 SIM. NONE H 1, H3, H4, H5 (Gx 16 DOOR WINDOW) 20A DI • 51 GI F I T I FRO A3/AEG02 SIM. A3/AE602 51M. NONE H 1, H2, H3, H4 26 DI • 51 G2 F I T I FRO A3/A0:602 SIM. A3/AE602 51M. NONE H 1, H2, H3, H4 (Gx 16 DOOR WINDOW) 30 DI • 51 GI F I T I FRO A3/AEG02 SIM. A3/AEG02 51M. NONE H I, H3, H4, H6, H7 32 DI • 51 GI P I T 1 FRO A3/AEG02 SIM. A3/AEG02 SIM. NONE H I , H3, H4, HG, H7 34 DI • 51 GI F 1 T I FRO A3/AEG02 51M. A3/AEG02 SIM. NONE H 1, H3, H4, HG, H8 38 DI • 51 GI F 1 T I FRO 53/AEG02 SIM. 133/AEG02 SIM. NONE H 1, H2, H3, H4, HG 40 DI • 51 GI F 1 T I FRO 53/AEG02 51M. 133/AEG02 SIM. NONE H 1, H3, H4, HG 50 D I • 51 G I P I T I FRO A3/AE60 I SIM. A3/AE60 I NONE H I, H3, H4, H5 GENERAL: I . FIELD VERIFY ALL SIZES PRIOR TO ORDERING DOORS AND FRAMES. 2. DUE TO MULTIPLE USE, SOME OF THE DETAILS REFERRED TO ON THE DOOR SCHEDULE AKE REVERSED AND/ORTUKNED FROM THE DIRECTION 5HOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE. 3. DOORS TO BE SET TO CLEAR FINISHED FLOOR SURFACE BY 1/2'. 4. DOOR FRAME ANCHORS ARE NOT SHOWN ON THE DETAILS, PROVIDE MINIMUM OF THREE (3) EACH ANCHORS PER JAMB AT ALL DOORS 3'-V WIDE AND LESS. H HARDWARE H I HINGING: NEW BALL BEARING HINGES. THREE HINGES PER DOOR LEAF. USE HAGER BB 1279 OK EQUAL. H2 LOCKSET: OFFICE FUNCTION ANSI F82.5CHLAGE ND SERIES, x BHMA G26 SATIN CHROME FINISH. LEVER DESIGN RHODES. H3 SMOKE GASKETS: USE PK55 BY PEMKO OR EQUAL, COLOR SHALL MATCH EXISTING SMOKE GASKETING IN BUILDING. H4 WALL STOPS: DON-JO MANFACTURING MODEL 140G WITH BHMA 626 SATIN CHROME FINISH. H5 LOCK5ET: CLA55ROOM FUNCTION ANSI F84.5CHLAGE ND SERIES, x BHMA 626 SATING CHROME FINISH. LEVER DESIGN RHODES. HG DOOR CLOSER: LCN 4041 5ERIE5. OVERHEAD, SURFACE -MOUNTED, PARALLEL -ARM, 160 DEGREE OPENING, ADJUSTABLE SWEEP SPEED, ADJUSTABLE BACKCHECK, NON -HANDED, NON -SIZED. PROVIDE APPROPRIATE FASTENERS, TEMPLATES, AND BRACKETS AS REQUIRED PER DOOR AND FRAME CONDITIONS. PROVIDE EXTRA DUTY AONI5 (EDA) AT EXTERIOR OPENINGS AND DOORS 30, 30, AND 50. H7 LOCKSET: PASSAGE FUNCTION AN5I1`75.5CHLAGE ND SERIES, x BHMA 626 CHROME FINISH, LEVER DE51GN RHODES. H8 LOCKSET: STOREROOM FUNCTION AN51 F86.5CHLAGE ND SERIES, x BHMA 626 SATIN CHROME FINISH. LEVER DE51GN RHODES. S 51ZE G GLA55 FR FIRE RATING 51 1-3/4' X 5-0' X T-O' G I NONE FR NON -RATED G2 TEMPERED FRAME/PROFILE TYPES 2i nM HOLLOW METAL HOLLOW METAL 3'-4' T2 NEW ALUMINUM 5TO REFRONT P2 NEW ALUMINUM STOREFRONT ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 523 SOUTH CENTER STREET REXBURG, IDAHO 83"0 PROJEcr: MCKAY BASEMENT REMODEL SHEET: MCKAY BASEMENT DOOR SCHEDULE AND DETAILS AE601 SHEET # OF x 3 I & x 30' MIRROR T 4' CERAMIC WA 5EE DETAIL 531; F PAL I IUM7 U1Vf\I VNW. 5EE DETAILB2/AE402. 4. SOUTH WING ELEVATION 4' CERAMIC WAI 5M DETAILB3/A METAL TOILET COMPARTMENT GRAB BAR TOILET 4 METAL TOILET COMPARTMENT (BEYOND) PAINTED WALL. 4' CERAMIC WALL TILE.TYPICAL 5EE DETAIL 53/AE402. 3, EAST ELEVATION PAINTED WALL 4' CERAMIC WALL DETAIL DNAL402. 5EE DETAIL B3/AE402. WALL t1UNG LAVATORIES. - OWNER PROVIDED 4 INSTALLED TOILET SEE DETAIL B2/AE402, TOILET PAPER DI5PEN5ER 5. NORTH WING ELEVATION 1. WEST ELEVATION ELEVATIONS - WOMEN5 KESTROOM SCAM: I /4" = IV AE5 I I -A I -0 3 T.....r....... BULL NOSE G' CERAMIC WALL TILE BASE 6. SOUTH ELEVATION FAINTED WALL BULL N05E EDGE. --\ ■OEM ■■■II 0■■■■■■■■■■■1 :: • �. ►\■■■■■1 ■■■■9.70TI •■■■■1 ■tW\■■■1lm��a�u���ml1 %:\'m-41111 's .. %%11■1 ■■■■■■►� I \i�41 111■■■■■1 PRO no OR Mil No L.■I�Il ■91 ■■■I�1■■■■■1 11■1-:■�E :■I�1■■■■■1 ■1 y, �■r.7■■1 V 1■■■■■1 Ilfi �sifiElffi�111 9=1 @2007 BRIGHAM YOUNG UNIVEIT RSY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 MCKAY BASEMENT REMODEL SHEET: WOMENS RESTROOM INTERIOR EI.EVS. AE511 SHEET # OF x METAL TOILET COMPARTMENT (BEYOND) A 18' x W MIRROR WIC WALL TILE. TAIL =AE402, unP II.1,- -1-11 W. 5EE DETAIL 52/AE402. 4. SOUTH WING ELEVATION 1 k MICWALLTILE. TAIL OAE402. URINAL 5, NORTH WING ELEVATION ELEVATIONS - MENS RESTROOM 1. WEST ELEVATION PAINTED WALL. 4CEKAMIC WALLTILE.TYPICAL. / SEE DETAIL UAE402. �- WALL HUNG LAVATORIES. SEE DETAIL B2/AE402. 3, EAST ELEVATION 0 6. SOUTH ELEVATION SCALE: 114' = f l-0' AE5 I O-A 1 -48 1 1 2 l 3 G' CERAMIC WALL TILE BASE 1 ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83"0 1�1 Vl�L 1 Z BASEMENT REMODEL SHEET: MENS RESTROOM INTERIOR ELEVATIONS H 510# OF x t c 5'-34 TEMPERED 150TING COLUMN NEW FIXED WINDOW HOLLOW METAL WINDOW FRAME TO MATCH DOOR FRAME 2'-G' 2'-9 &51 INTERIOR ELEVATION SCALE: 3/5' — I'-0' AE509-B 1-32 NOTE: MIRROR FOR OFFICE 2G 3'--3 1/4' / 1/2' 4V clu 5-3 1/2' /ADJU5TA8LE SHELF N > > / 5TANDARD,TYPICAL \ 3w mirrE I MAMINE:7 \ ADJU5TA13 5HELF w/ \ WHITE PVCBANDING \ STMCA5E \ END PANEL INTERIOR ELEVATION AI SCALE: 3/5' = 1'47 AE505-AI-32 #47 NEW FRED WINDOW HOLLOW METAL WINDOW FRAME TO MATCH DOOR FRAME STFELCASE BINDER DIN 5TEELCA9E WORK5URFACE A DGYING COWMN NEW SUSPENDED ACOUSTICAL / TILE CEILING SYSTEM —/ TOP TRACK EX15TING BLOCK WALL TO REMAIN F.V. EXACT DIMEN51ON TO BRING FLUSH w/ FACE OF COWMN 0 20 GUAGE 3-5/5' METAL FRAMING ® I G' ON CENTER 5/6 GYPSUM BOARD aFURRED-OUT WALL A3 5CALE: 1 1/2' = I'47 3 AE509-A3-M ©2007 BRIGHAM YOUNG UNIVERSITY•IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 MCKAY BASEMENT REMODEL SHEET: MISCELLANEOUS CONSTRUCi'ION DETAILS AE509 SHEET # OF g I 2 3 VERTICAL WIRES 12 GA. AT FIRST LINE OF - METAL FURRING 4-9 O.C. BRACING 4'-0' OR CHANNEL AT I G' 1/2' CONDUIT COMPRESSION STRUCTURE ABOVE LE55 FROM WALL O.C. mr') BRIJUNDARY BRACE (FULL HEIGHT), TYP, 459 MAX. 2" MIN. NEW 20 GUAGE 3-5/8' METAL 452 MAX. — SPLAY WIRE 12 GA. AT 12'-0' O.C. IN EACH PLAN FRAMING @ I G' O.C. OF EACH RUNNER 452 MAX. �`b• �HH 20 GA. x 3-5/8" STEEL STUD BRACE AT 459 MAX. 48' O.C. ALTERNATING, FASTEN 'TO STRUCTURE (ABOVE) 5 SUSPE DED U TICALTIL CEILING 4RUNNER CHANNEL L AT 2° MIN. 5 SY5TEM ie, NOTE z SUSPENDED GYPSUM BOARD CEILING. ALB3 AS SMALLER THAN 144 5Q. FT. AND WITH ON FOUR SIDES.TTHEAE512 NEED SEE DETAILS OVAE512 # B3/AE512, §_ STRUCTURE, DO NOWALLS BRACED. TODBEG BOUNDARY WAL5 MUST BE BRACED TOP AND TYP. 0 BOTTOM INDEPENDENT OF CEILING. 5/8" GYPSUM BOARD 5/8' GYPSUM BOARD CEILING 5U5PEN51ON 5Y5TEM FINISH VARIES, SEE FINISH SCHEDULE BOX HEADER BRACI NG 2 5CALE: 1 1/2' = I'-V AE508-B2-08 % 5E15M IC BRACING DETAIL "' 5CALE: I' = I' AE502-B2-01 %� 5E15M IC BRACING DETAIL �`� 5CAIL 1' = I M I -53-01 Aq SPLAY WIRE 12 GA. AT 12LO O.C. I/T CONDUIT IN EACH PLAN OF EACH RUNNER C�OLLMhEI�GtSfIfOTNYPBIC�AL�- ICAL � FIRST LINE OF BRACING 4'-0' OR LE55 FROM WALL BOUNDARY �� 12 GA. AT n� �h 4-0' O.C. �So CEILING SUSPENSION SYSTEM T MIN. 8' MAX. G MIN. 3/4' ± 10° MAX' I � � A � MIN.3/4' fl A NOTE: CEILINGS ART REQUIRED A /. MIN. 2 5PACEK BAR TO KEEP PERIMETER TO BE BRACED UNLE55 ALL OF THE COMPONENTS FROM SPREADING APART. \,��f FOLLOWING CRITERIA ARE MET: (1) ROOM AREA IS 5MALLERTHAN 144 SQ. FT., AND LINE Of WALL ANTHERE EE WALLS EExARE WALLS OrE D O THE STRUCTURE. SUSPENDED CEILING SUSPENDED CEILING DETAIL A`- 5U5PEN DED CEILING DETAI L A I SCALE: 3"= I'4Y NOT TO SCALE NOT NOT TO SCALE AE512-A 1-04 2 AE512-A2-1 G 3 AE512-A3-16 ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL SHEET: CEILING DETAILS AE508 SHEET # OF x 612114� I AE507 I N-N I 5-95-9a' V- N C I COMPUTER TABLE ELEV SCALE: 1 /2" = P-a AE507-C 1-24 END PANEL MID -SPAN SUPPORT SUPPORT PANEL DETAILS BI SCALE: 1 /21 - P47 AE507-51-24 rA3 AE507 4'-N L L 4+-9 L END PANEL MID-5PAN PANEL SUPPORT PANEL DETAILS B%SCAIF: I /2" = I'-0' AE507-B2-24 z i` ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑o❑ ❑❑❑ 547 5'-0' CV V.1 aA IA ICLA55ROOM TABLE ELEV. SCALE: I/2' = I' o' AE507-AI-24 @A2 TABLE SUPPORT DETAIL GENERA. NOTES A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE, ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AND/OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C, PROVIDE ONE (1) 1 I/2-INCH GROMMET FOR 30-INCH WORKSTATION. D. FINISH ALL WOOD TO ARCHITECTS SAMPLE.. O REFERENCE NOTES O I . PLASTIC LAMINATE SURFACE - WILSONART 4789 LIMESTONE - OVER TWO LAYERS 3/4" PARTICLE BOARD WITH I x SOLID HARDWOOD EDGE BANDING ON EXPOSED SIDES ONLY. 2. NOT USED. 3. 3/4" HARDWOOD VENEER PANEL PRODUCT SUPPORT PANEL WITH 3/4"x3/4" SOLID HARDWOOD EDGE BANDING. ALL EXPOSED SIDES TO BE HARDWOOD VENEER. 4. CONDUIT FOR TEC STATION DATA AND POWER. 5. 3/4" HARDWOOD VENEER PANEL PRODUCT CENTER SUPPORT PANEL WITH 3/4"x3/4" SOLID HARDWOOD EDGE BANDING. ALL EXPOSED SIDES TO BE HARDWOOD VENEER. G. POWER/DATA PANDUIT. 7. 1 O'-0" W x 3'-0" H HARDWOOD VENEER PANEL PRODUCT BACK PANEL WITH 3/4"x3/4" SOLID HARDWOOD BANDING, 8, PRE -MANUFACTURED SUPPORT BRACKET. Z-0" vik1=a� 2'-0' MID -SPAN SUPPORT SUPPORT PANEL DETAILS A3SCALE: 1/2' = I'-0' AE507-A3-24 0 ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 523 SOUTH CENTER STREET REXBURO, IDAHO 83"0 PROJECT: MCKAY BASEMENT REMODEL A2 w Ae517 25L7 1/4" FIELD VERIFY 9 Typ I0 8 5'-1 1/2' 8 5L1 1/2' 8 5'-1 1/4' 8 5'-1 1/2' 8 8 51-1 1/2' COMPUTER TABLE ELEVATION C ( NOT TO SCALE AE506-C 1-24 A2 M507 A 23-9 3/4' FIELD VERIFY 9 TYP. TYP. 10 041 ❑o❑ o ❑ ❑oo o❑❑ 5'-3 1/2' 5'-3 I/2' 7-1 1 1/4' 5L3 1/2' B I COMPUTER TABLE ELEVATION NOT TO SCALE AE506-B I-24 B I SEE PLAN AE507 r B2 SEE PLAN AE507 OWN I�m1 aA IA ICOMPUTER TABLE ELEVATION NOT TO SCALE AE50G-AI-24 GENERAY. NOTES A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AND/OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C. PROVIDE ONE (1) 1 1/2-INCH GROMMET PER 30-INCH WORKSTATION. C D. FINISH ALL WOOD TO ARCHITECTS SAMPLE, O REFERENCE NOTES O I , PLASTIC LAMINATE SURFACE - WILSONAP.T 4789 LIMESTONE - OVER TWO LAYERS 3/4" PARTICLE BOARD WITH I X SOLID HARDWOOD EDGE BANDING ON EXPOSED SIDES ONLY. 2, NOT USED. 3. 3/4" HARDWOOD VENEER PANEL PRODUCT SUPPORT PANEL WITH 3/4"x3/4" SOLID HARDWOOD EDGE BANDING, SEE SECTION INDICATED. ALL EXPOSED SIDES TO BE HARDWOOD VENEER. 4. NOT USED. 5. 3/4" HARDWOOD VENEER PANEL PRODUCT CENTER SUPPORT PANEL WITH 3/4"x3/4" SOLID HARDWOOD EDGE BANDING. SEE SECTION INDICATED. ALL EXPOSED SIDES TO BE HARDWOOD VENEER. G. POWER/DATA PANDUIT. COORDINATE w/ ELECTRICAL SHEETS. 7. NOT USED, 8. PRE -MANUFACTURED SUPPORT BRACKET. 9. NEW 3-PORT DATA DROP, COORDINATE w/ ELECTRICAL SHEETS, 10. NEW DUPLEX OUTLET. COORDINATE w/ ELECTRICAL SHEETS. 6411_1� AE507 7 r, rim I 3 oti 9 8 ° o ❑ 10 aPRINTER TABLE ELEV. NOT TO SCALE 3 0 AE50G-A I -24 ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 823 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT_ MCKAY BASEMENT REMODEL L MPUTER TABLE DETAILS EEE!T06 F x CABINET ELEVATION BI SCALE: 1 /4' = V-0 AE505-15 1-48 A2 AE503 15'-6 1/2' F.V. 7 EQUAL 5PACE5 A I CABINET ELEVATION SCAM: 1 /4" = 1'-0' lb AE505-A148 � 2'-3 3/4' _10 10-81 5 EQUAL 5PACE5 4 2 1/2' 6 7 GENERA. NOTES A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE, ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AND/OR REPLACED TO THE OWNER'S SATISFACTION, B, FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. O REFERENCE NOTES OI I , 3" BRUSHED CHROME WIRE PULLS, TYP. 2. NEW RUBBER BASE. 3. 2 1/2" FILLER TO ACCOMMODATE GATE. 4. 1'-4" D x 1'-4 1/4" W x 3'-0" H UPPER CABINET FILLER TO CONCEAL PIPE, 5. P-4 1/4" W BASE CABINET FILLER TO CONCEAL PIPE, G. 12" TRANSACTION SURFACE, SEE DETAIL A I/AE503. 7. 1 x3 SOLID HARDWOOD BATTEN WOODWORK. 8. HARDWOOD VENEER PANEL PRODUCT. SEE DETAIL A2/AE503, 9. 7" W x 7" D x 1'-5" H HARDWOOD VENEER PANEL PRODUCT TO CONCEAL PIPE BETWEEN CABINETRY, 10, EXISTING STRUCTURAL BEAM TO REMAIN. 1 1 , 5" H FILLER TO ENCLOSE GAP BETWEEN CABINETRY AND CEILING. 12. EXISTING STRUCTURAL COLUMN TO REMAIN, 13. CABINET LOCK, TYPICAL ALL DOORS. 14. 1 x I GATE STOP, ❑i Al ©2007 BRIGHAM YOUNG UNIVERSITY�IDAHO 323 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL SHEET: HELP DESK CABINET ELEVATIONS H E INEW CASEWORK Y/ HARDWOOD VENEER 3' PANEL PRODUCT. STAIN TO MATCH EXI5TING CA5EW M T 7 TWO (z) FIVB IwuciclF 1 X SOLID HARDWOOD! BALL BEARING t�iNC�E (5URFACE APPIJED) ,STAIN \ TO MATCH CABI /* I x 15TOP 5OUD HARDWOOD, STAIN TO MATCH Ex15TING CABINETRY. B I GATE SECTION SCALE: 1 1 /2" = 1'-a AE504-B 1-08 co A I GATE ELEVATION SCALE: I /2' = 1 NEW CABINET AE504-A 1-24 z GENER.AI. NOTES A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AND/OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. O REFERENCE NOTES O I . EXISTING STRUCTURAL COLUMN TO REMAIN, 2. EXISTING STRUCTURAL BEAM TO REMAIN. 3. NEW UPPER CABINETRY. SEE DETAIL A I/AE503. 4. NEW BASE CABINETRY COUNTERTOP. SEE DETAIL A I/AE503. 5. HARDWOOD VENEER PANEL PRODUCT w/ Ix3 SOLID HARDWOOD BATTEN WOODWORK. SEE A2/AE503 FOR SECTION. G. END PANEL w/ I x3 SOLID HARDWOOD BATTEN WOODWORK. 7. SECURITY GATE. SEE DETAIL B I/AE504. 8. GATE HINGE. 3 0 ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL SHEET; HELP DESK GATE DETAILS H 504# OF x CABINETRY SECTION A I SCALE: 1/2_ IV f%)ikyom WORK5URMCE SECTION B2 SCALE: 1 /21 = 1 AE503-B2-24 WORK5U RFACE 5ECTION A2 SCALE: 1/21= IV GENERAY. NOTES A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AND/OR REPLACED TO THE OWNER'S SATISFACTION. B, FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES, O REFERENCE NOTES O B I , 3/4" WHITE MELAMINE PANEL PRODUCT ADJUSTABLE SHELF WITH FAUX WOOD PVC EDGE BANDING. 2. PLASTIC LAMINATE SURFACE - WIL50NAKT 4789 LIMESTONE - OVER TWO LAYERS 3/4" PARTICLE BOARD WITH SOLID HARDWOOD EDGE BANDING. 3. 3/4" x 3/4" OAK CLEAT, 4, 3/4" HARDWOOD VENEER FLAT SLAB DOOR WITH FAUX WOOD PVC EDGE BANDING. 5. 3/4" MINIMUM WHITE MELAMINE PANEL PRODUCT BOTTOM PANEL WITH FAUX WOOD PVC EDGE BANDING. G, NEW RUBBER BASE. 7, FLOOR LINE. 8. 1 X 5A5E FRAMING, 9. 1/4" WHITE MELAMINE PANEL PRODUCT. I O, NOT USED. 1 1 . NOT USED. 12. 3/4" MINIMUM WHITE MELAMINE PANEL PRODUCT TOP PANEL WITH FAUX WOOD PVC EDGE BANDING, 13. ADJUSTABLE SHELF STANDARD. 14, 3/4" PARTICLE BOARD TRANSACTION SURFACE WITH PLASTIC LAMINATE TOP k SOLID HARDWOOD EDGEBAND, PLASTIC LAMINATE TO BE WIL50NAKT 4789 LIMESTONE. MOUNT WITH BRACKET @ 2G 1/4" O.C. 15. NOT USED. I G. 3/4" HARDWOOD VENEER PANEL PRODUCT (BOTH SIDES). SEE ELEVATION FOR STANDING AND RUNNING TRIM PATTERN. A 17, POWER/DATA PANDUIT. 18, NOT USED. 19, 7"W x I'-5"H HARDWOOD VENEER PANEL PRODUCT TO CONCEAL EXISTING PIPE. ©2007 BRIGHAM YOUNG UNIVERSITY-IDAO 52S SOUTH CENTER STHREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL E HELP DESK CABINET SECTIONS AE503 SHEET X OF x AE503-AI-24 AE503-A244 3 15LOCKI NG DETAIL NOT TO SCALE 2 GENERAL. NOTES WALL CONSTRUCTION. SEE WALL TYPES. A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY 20 GA x G' FLAT STEEL DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR BLOCKING REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO, DIMENSIONS AND QUANTITIES. GYPSUM BOARD ACCE550RYMOUNTED O REFERENCE NOTES O OVER FINISttED WALL 1 . 1 2" DEEP ADJUSTABLE SHELF. CONSTRUCT OF 3/4" WHITE MELAMINE WITH WHITE PVC EDGE BANDING. 2. 1 G" ADJUSTABLE SHELF. CONSTRUCTION OF 3/4" WHITE MELAMINE WITH WHITE PVC EDGE BANDING. CKING 3. ADJUSTABLE SHELF STANDARD, TIT. /ALL MOUNTED 4. NEW DUPLEX OULET. COORDINATE WITH ELECTRICAL SHEETS. EQUIPMENT 5. NEW 3-PORT DATA DROP. COORDINATE WITH ELECTRICAL SHEETS. AE501-51- I G 3'-0' MAX. Typ 3 I G >_0 8 12'-7 1/2' 1. WE5T SHELVING ELEVATION STORAGE SHELVING A I SCALD: 3/8' a I'-9 AE502-A 1.32 2. SOUTH 3HELVING ELEVATION G. LINE OF 4" COLUMN, NOTCH SHELVING ACCORDINGLY. 7. LINE OF P-3" COLUMN, NOTCH SHELVING ACCORDINGLY. 8, 4" CARPET BASE. 3. EAST SHELVING ELEVATION 3 Al ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 523 SOUTH CENTER STREET REXBURG, IDAHO 83460 r PROJECT: MCKAY BASEMENT REMODEL NOTE,. I . TOP OF WALL SHALL BE BRACED AND SHALL CONFORM TO THE HEAD DETAIL LISTED BELOW. 2. WALL SHALL HAVE BLOCKING AS REQUIRED TO ACCOMODATE WALL -MOUNTED ITEMS (I.E. ACOUSTICAL WALL PANELS, STEELCASE, DOOR STOPS, ETC,). SEE BI/AE502 FOR BLOCKING DETAIL m GA. x 3-5/8' 5TEEL STUD BRACE AT `O.C. ALTERNATING (FLAT), FASTEN STRUCTURE (ABOVE) ' TRACK LING FINISH. 20 GUAGE 3-5/8' METAL FRAMING® I G' ON CENTER 5/8' GYPSUM BOARD ACOUSTICAL BATT INSULATION TYP. NEW WALL Al SCALE: 1 112E _ ►�-� Wrizillumm NOTE: WALL SHALL HAVE BLOCKING AS REQUIRED TO ACCOMODATE WAD: MOUNTED ITEMS (LE, ACOUSTICAL WALL PANEL5, 5TEETASE, DOOR STOPS, ETC.). SEE 5I/AF502 FOR BLOCKING DETAIL. TC CEILING FINISH. SEE R CEIUN EXISTING BLOCK WALL TC WALL FINISH AND F COORDINATE WITH WALL TYPE 20 GUAGE 5-5/8' METAL FRAMING A 1 b' ON CENTER 5/8' GYPSUM BOARD ACOUSTICAL GATT INSULATION A2 CHASE WALL 5CA E: 1 1/2' = 1V AE501-A2-08 NOTE: I , TOP OF WALL SHALL BE BRACED AND SHAD. CONFORM TO THE HEAD DETAIL LISTED BELOW. 2. WALL SHALL HAVE BLOCKING AS REQUIRED TO ACCOMODATE WALL -MOUNTED ITEMS p.E. ACOUSTICAL WALL PANELS, ETC.). SEE 5I/AE502 FOR BLOCKING DETAIL 97 GA. x 5-5/8' STEEL STUD BRACE 48' O.C. ALTERNATING (FIAT), )TEN TO STRUCTURE (ABOVE) at-L& I 5PENDED GYPSUM BOARD CEWNG )TW. SEE. 52/AE512 4 53/AE512. 20 GUAGE 5-5/0 METAL FRAMING @ I G' ON CENTER 518E GYPSUM BOARD ACOUSTICAL BAST INSULATION aTYP. NEW WALL A3 SCALE: 1 1/2' = -0' WTzT*j&Xm ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL PAINTED WALL. DRINKING FOUNTAIN CERAMIC WALL TILE CERAMIC TILE BASE 4'-0' 1'-0' j� DRINKING FOUNTAIN V I SCALE: 3/8' = I'-V AE402-B I -32 ITEMS PROVIDED * INSTALLED BY OWNER 3'-0' MAX. TO WALL cv Lo I:• 7'9,. COORDINATE 4 PWMB5 FOR WAIL CARRIERS OR BRACKETS INSULATE SUPPLY 4 WASTE FINISH FLOOR n AVATORY D ETA I L SCALE: 3/4' = I L01 AE402132- I L ® SIDE WALL I' MA), 3LG' 3 4Y 6' ® BACK WAIL HC URINAL SURFACE MTD. SURFACE MTD. NAPKIN TOILET PAPER HC GRAB BAR WASTE RECEPT. COMBINATION ft �TI N D15FO54 HOLDER 15P. FURNISHED FIAN15HED WASTE . ' INSTALLED 4 INSTALLED OR FEMININE DLSP. BY ER R. FURNISHED 4 INSTALLED BY OWNER. FIXTURE AND ACCE550RY MOUNTING HEIGHTS 5m. 316'- V V AE401-Al-32 ZD m cn cm 00 ACCENT COLOR I ACCENT COLOR 2 83 TILE DETAIL SCALE: 1 1/2' = I'-V 9402-133-08 WATER FOUNTAIN ARE DMNGUISHEK BOOK SHELF b u, m Iyaw-0 ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL L ACCESSIBLERES DETAILS E 02F a MEN5 32 Q _1 _ Q Al 6 5 AE510 So 32 4'-7 1 ' N Ln Al 6 AE5II 5 6 WOMEN5 30 ff 7-5 5/ 16' I 1 \ 10 s} I 2 \ I --L L — — — -1F — :014 AE510 2 I L ----J 3 11'-1 1/8' F.V, V-7' ENLARGED RE57\0"OM FLOOR PLAN SCALP. 3/8' = I'-0' AE501-A1-32 4'$' U En 9 t\ � CV i� 7'-9' GENERA. NOTES A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C. SEE ELECTRICAL SHEETS FOR ELECTRICAL AND DATA CONSTRUCTION REQUIREMENTS D. SEE MECHANICAL SHEETS FOR MECHANICAL CONSTRUCTION REQUIREMENTS. E. SEE PLUMBING SHEETS FOR PLUMBING CONSTRUCTION REQUIREMENTS. F. PATCH, REPAIR, AND PAINT ALL WALLS. G. SEE ELCTRICAL SHEET FOR FIRE ALARM * DETECTION CONSTRUCTION REQUIREMENTS,. H. SEE ELECTRICAL SHEET FOR TELECOMMUNICATIONS CONSTRUCTION c 3 REQUIREMENTS. B O REFERENCE NOTES O I . NEW WALL. SEE DETAIL AI/AE501 . II 2. NEW 2x2 CERAMIC FLOOR TILE. D3. NEW CHASE WALL. SEE DETAIL A2/AE50 1. 4. LINE OF ADA REQUIRED CLEARANCE. 5. STRUCTURAL COLUMN TO REMAIN, G. NEW PLUMBING WALL. SEE A3/AE501 J. 7. NEW STONE THRESHOLD. 8. NEW DRINKING FOUNTAIN, 9. GRAB BAR. 10. TOILET COMPARTMENT. 1 1, NEW URINAL. SEE AE402 FOR HC HEIGHT REQUIREMENT. AI 02007 BRIGHAM YOUNG UNIVERSITY-IDAHO 323 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL SHEET: ENLARGED RESTROOMS FLOOR PLAN AE4013 SHEET # OF x z WEST BASEMENT REEL CLG CONSTRUCTION PLAN SCALE: 1 /8' = P-17 GENERAI. NOTES A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION, B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES, C. SEE ELECTRICAL SHEETS FOR ELECTRICAL AND DATA CONSTRUCTION REQUIREMENTS D. SEE MECHANICAL SHEETS FOR MECHANICAL CONSTRUCTION REQUIREMENTS. E. SEE PLUMBING SHEETS FOR PLUMBING CONSTRUCTION REQUIREMENTS. F. PATCH, REPAIR, AND PAINT ALL WALLS, G. SEE ELCTRICAL SHEET FOR FIRE ALARM t DETECTION CONSTRUCTION REQUIREMENTS- H. SEE ELECTRICAL SHEET FOR TELECOMMUNICATIONS CONSTRUCTION REQUIREMENTS, B O REFERENCE NOTES (DI I . NEW SUSPENDED ACOUSTICAL TILE CEILING SYSTEM. SEE DETAILS A I/AE508, A2/AE508, AND A3/AE508. 2, EXIST SIGN. COORDINATE WITH ELECTRICAL SHEETS. 3. FLUORESCENT LIGHT. COORDINATE WITH ELECTRICAL SHEETS, 4. SUPPLY AIR GRILLE, COORDINATE WITH MECHANICAL SHEETS, 5. RETURN AIR GRILLE. COORDINATE WITH MECHANICAL SHEETS. G. EXISTING FIRE SPRINKLER HEAD. 7. RELOCATED SPRINKLER HEAD. 8, NEW PROJECTOR. SUPPLIED AND INSTALLED BY OWNER. 9. SMOKE DETECOTR. COORDINATE WITH ELECTRICAL SHEETS. 10. REBUILD CEILING AS REQUIRED WHERE NEW WALL WAS CONSTRUCTED 1 1. NO CEILING SYSTEM. ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 323 SOUTH CENTER STREET REXBURG, IDAHO 63460 PROJECT: MCKAY BASEMENT REMODEL AE104 SHEET # OF x AEIo"I-9G EAST BASEMENT REFL CLG CONSTRUCTION PLAN 5CA f. 1 /8" = 1'-V AE103-Al-96 2 GENERAL NOTES A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE, ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C. SEE ELECTRICAL SHEETS FOR ELECTRICAL AND DATA CONSTRUCTION REQUIREMENTS D. SEE MECHANICAL SHEETS FOR MECHANICAL CONSTRUCTION REQUIREMENTS. E. SEE PLUMBING SHEETS FOR PLUMBING CONSTRUCTION REQUIREMENTS. P. PATCH, REPAIR, AND PAINT ALL WALLS. G. SEE ELCTRICAL SHEET FOR FIRE ALARM t DETECTION CONSTRUCTION REQUIREMENTS.. H, SEE ELECTRICAL SHEET FOR TELECOMMUNICATIONS CONSTRUCTION REQUIREMENTS. 51 O REFERENCE NOTES OI I. HELP DESK CEILING SYSTEM TO REMAIN UNALTERED. 2. NEW SUSPENDED ACOUSTICAL TILE CEILING SYSTEM. SEE DETAILS A 1/AE508, A2/AE508, AND A3/AE508. 3. FLUORESCENT LIGHT. COORDINATE w/ ELECTRICAL SHEETS, 4. EXISTING FIRE SPRINKLER HEAD, 5. RELOCATED FIRE SPRINKLER HEAD, G. SUPPLY AIR GRILLE. COORDINATE w/ MECHANICAL SHEETS. 7. RE -BUILD CEILING WHERE LOCKERS WERE REMOVED. 5. RETURN AIR GRILLE. COORDINATE w/ MECHANICAL SHEETS. 9, NO CEILING SYSTEM. 10. SURFACE -MOUNTED FLUORESCENT LIGHT. COORDINATE w/ ELECTRICAL SHEETS, 1 1. NEW BOX HEADER. SEE DETAIL B 1/AE508. 12, NOT USED. 13. SUSPENDED GYPSUM BOARD CEILING. SEE DETAIL 152/AE508 AND B3/AE508, 14. LINE OF ANGLED CEILING. 15. EXIT SIGN. COORDINATE wl ELECTRICAL SHEETS. I G. NOT USED. 17. NEW SPRINKLER HEAD, 18. NOT USED, 19. NEW SUSPENDED GYPSUM BOARD FINISHED CEILING. SEE DETAILS 132/AE508 AMC) 53/AE508. 20. SMOKE DETECTOR. COORDINATE w/ ELECTRICAL SHEETS. 2 1. EXISTING UTILITY LIGHT. COORDINATE w/ ELECTRICAL SHEETS, 22, NEW UTILITY LIGHT. COORDINATE wl ELECTRICAL SHEETS. ©2007 BRIGHAM YOUNG UNIVERSITY-11 523 SOUTH CENTER STREET REXBURG, IDAHO 83"0 PROJECT: MCKAY BASEMENT REMODEL SHEET: EA S B ASEMENT CONSTRUCTION REFL CLG PLAN ESHFT:# 103 OF x WEST BASEMENT CONSTRUCTION FLOOR PLAN 5CAlb 1 /90 - I' -a' GENERA. NOTES A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE, ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C. SEE ELECTRICAL SHEETS FOR ELECTRICAL AND DATA CONSTRUCTION REQUIREMENTS D, SEE MECHANICAL SHEETS FOR MECHANICAL CONSTRUCTION REQUIREMENTS. E. SEE PLUMBING SHEETS FOR PLUMBING CONSTRUCTION REQUIREMENTS. F. PATCH, REPAIR, AND PAINT ALL WALLS, G. SEE ELCTKICAL SHEET FOR FIRE ALARM * DETECTION CONSTRUCTION REQUIREMENTS„ H. SEE ELECTRICAL SHEET FOR TELECOMMUNICATIONS CONSTRUCTION B REQUIREMENTS. O REFERENCE NOTES (DI I . NEW WALL. SEE DETAIL A I/AE501 . 2, EXISTING STRUCTURAL COLUMN, 3, NOT USED. 4, SEE AF SHEETS FOR CASEWORK/ FURNITURE IN THIS AREA.. 5. NOT USED. G. NEW CARPET. SEE FINISH SCHEDULE. 7. NEW 4'-0" x 4'-0" FIXED WINDOW. SEE ELEVATION INDICATED. 8, NEW 8'-0" WHITEBOARD, OWNER SUPPLIED, 9, NEW 0-0" PROJECTOR SCREEN. OWNER SUPPLIED. 10, FILL IN DOOR OPENING WITH 8" BLOCK. PAINT TO MATCH EXISTING. ©2007 BRIGHAM YOUNG UNIVERSITY•IDAHO 523 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT. MCKAY BASEMENT REMODEL SHEET: WEST BASEMENT CONSTRUCTION PLAN AE102 SHEET # OF x AE 102-A I -96 2 17 23'-' U. 5 STORAGE R 20A � II 13'-9' F.V. II CALL S? CENTER — 20 ol b 20A 16 IN-7 1/2' 5 1z II 11 191 12'-1 5/8' HELP DE5K 10 24 COMPUTER LAB 40 13 AI AE508 BI AE402 14 AI 30 AE401 iE I 8'--3 1/4' II 11 L4'-2 5/8' R 23 BDF 22 34 WOMEN _ 30 � 'I �_j T-5 I/4" 1'— - 7'-9' EAST BASEMENT CONSTRUCTION FLOOR PLAN 5CAV; 1 /8' = I'-0' GENERA. NOTES A. ALL CONSTRUCTION 15 EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE, ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY 38 DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION, B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO 71 DIMENSIONS AND QUANTITIES. C. SEE ELECTRICAL SHEETS FOR ELECTRICAL AND DATA CONSTRUCTION REQUIREMENTS D, SEE MECHANICAL SHEETS FOR MECHANICAL CONSTRUCTION REQUIREMENTS. E. SEE PLUMBING SHEETS FOR PLUMBING CONSTRUCTION REQUIREMENTS. F, G. PATCH, REPAIR, AND PAINT ALL WALLS. SEE ELCTRICAL SHEET FOR FIRE ALARM * DETECTION CONSTRUCTION REQUIREMENTS- H. SEE ELECTRICAL SHEET FOR TELECOMMUNICATIONS CONSTRUCTION B 20 REQUIREMENTS, 21 O REFERENCE NOTES O 7 I. NEW WALL. SEE DETAIL AI/AE501. 2, NOT USED. 3, FILL IN DOOR OPENING WITH 8" BLOCK. PAINT TO MATCH EXISTING. 25 4. FILL IN DOOR OPENING WITH 1 2" BLOCK. PAINT TO MATCH EXISTING. 5. INSTALL NEW CARPET. SEE FINISH SCHEDULE. ��� 71 / G, NEW 2x2 CERAMIC FLOOR TILE, �� ��--�� 7. NEW WALL, SEE DETAIL A2/AE501 , 8. NOT USED. 9. NEW 1 1/2" 0 STAINLESS STEEL HANDRAIL. `- 10. INFILL WALL w/ CMU TO MATCH EXISTING IN SIZE, THICKNESS AND PATTERN. 6 I 1. PAINT TO MATCH. SEE "AF" SHEETS FOR CASEWORK/ FURNITURE IN THIS AREA, 12, 4"xG" FLOOR PIPE TO REMAIN. 13, STRUCTURAL COLUMN TO REMAIN. I 14, NEW DRINKING FOUNTAINS, SEE SHEET AE402. 15, NEW PLUMBING WALL, SEE A3/AE501 . I G, NOT USED, 17, EXISTING 4" PIPE TO REMAIN. 18, INSTALL 1/2" GYPSUM BOARD TO BRING COLUMN FLUSH WITH NEW WALL, 19. INSTALL TWO LAYERS OF 1/2" GYPSUM BOARD TO BRING COLUMN FLUSH WITH NEW WALL. 20. PATCH, REPAIR, AND PAINT WHERE WALL WAS REMOVED. 2 1 . REPAIR FLOOR AS REQUIRED WHERE CONCRETE LIP WAS REMOVED. 22. NEW FURRED OUT WALL TO ACCOMMODATE ELECTRICAL PANELS. SEE A3/AE509. 23. ELECTRICAL PANELS. COORDINATE WITH ELECTRICAL. 24. NEW STEP-UP BLACK WALK -OFF MATT BY LEES. SEE FINISH SCHEDULE. 25. PATCH BACK FLOOR w/ MINUMUM 4"-INCHE5 OF CONCRETE DOWEL INTO EXISTING SLAB WITH I G" LONG #4 DOWELS @ 48" O.C. AI @2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83"0 PROJECT: MCKAY BASEMENT REMODEL SHEET: EAST BASEMENT CONSTRUCTION PLAN AE101 SHEET # OF x AE101-AI-96 - r 2 71 r 2 -II 2 O-I r 2 - Ir 2 Or 2 2 Or 2 F-OJ� - _uLJL - J _ 5 I I I 5I I I 5 I I + 5 T----I---1--- --� --rt -r--- 3 I I _ � _I I 3 -1 � __ I I I I I rt �-I - I 4 24 1 I 01 I r 2 - 0 2--�o2�- 0 2 �--_ -�--�----�-- �0 �----I--�--- 1- _L� �1 I 13 31 -_I I I I � I I 3 5-�--I---1- 5 - 1L 2 J 2 J _ ZO- J L 2 J - �LOJ L J _ LL=OJ L J I I L3 1 1 3 I I I I+ 3 -1--� - -1--- t --I---I--i--I-f{-i-i 4 i- I 5 • === = I I 5 TEST AREA _ _ = 3 _ F 3 22 6 TEST D15TRIBUTION it 12 WEST BASEMENT REEL CLG DEMOLITION PLAN 5CMI: 1 /8' = 11-9 SHREDDER 49 U13RARY STORAGE 48 STORAGE 44 STORAGE 38 BDF 34 GENERA. NOTES A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNEK5 SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. C. SEE ELECTRICAL SHEETS FOR ELECTRICAL AND DATA DEMOLITION REQUIREMENTS D. SEE MECHANICAL SHEETS FOR MECHANICAL DEMOLITION REQUIREMENTS. E. SEE PLUMBING SHEETS FOR PLUMBING DEMOLITION REQUIREMENTS. - - - - DEMOLISH ENTITY O REFERENCE NOTES O I , SUSPENDED ACOUSTICAL TILE CEILING SYSTEM TO BE REMOVED, 2. FLUORESCENT LIGHT TO BE REMOVED. COORDINATE w/ ELECTRICAL PLANS 3. SUPPLY AIR GRILLE TO BE REMOVED. COORDINATE w/ MECHANICAL PLANS. 4. RETURN AIR GRILLE TO BE REMOVED. COORDINATE w/ MECHANICAL PLANS. 5, PRESERVE AND PROTECT FIRE SPRINKLER, G, EXIT SIGN TO BE REMOVED. COORDINATE w/ ELECTRICAL PLANS. 7. FIRE SPRINKLER TO BE RELOCATED. ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 525 SOUTH CENTER STREET REXBURG,IDAHO 85460 PROJECT: MCKAY BASEMENT REMODEL SHEET: WEST BASEMENT DEMOLITION REEL CLG PLAN AD104 SHEET # OF x AD 104-A 1-96 3 IA 2 GENERAL.. NOTES STORAGE F3_5_1 A. ALL CONSTRUCTION 15 EXISTING TO REMAIN UNLE55 SPECIFICALLY NOTED OTHERWISE. ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY 12 2 7 DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR 18 REPLACED TO THE OWNER'S SATISFACTION, 2 5 T B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO --� DIMENSIONS AND QUANTITIES, 7 T -i 7 T - �I I � I L- 3 �� I_ C. REQUIREMENTS SEE L SHEETS FOR ELECTRICAL AND DATA DEMOLITION D. 5EE MECHANICAL SHEETS FOR MECHANICAL DEMOLITION REQUIREMENTS. _ 1T5FE:�T� r 115) I - - _ _ - - 7 - I 11 E. SEE PLUMBING SHEETS FOR PLUMBING DEMOLITION REQUIREMENTS. �30 I � 3 L �3� I F (- r � C 4 - - - - DEMOLISH ENTITY IL JI �[ I� 'IL I I � I r � 20 I7 ' 1 r 3 6� I- NJB�F O REFERENCE NOTES O 3 34 L JI _ _ __ 1 3 F 7 -I I T_ 1jE5T DI�TRIPU1jIONI 61 1 18 I . HELP DESK LOBBY TO REMAIN UNALTERED. FF C t II 19 fl t 14 2. SUSPENDED ACOUSTICAL TILE CEILING SYSTEM TO BE REMOVED. 4 2 + — 3 -I — I- 3 CTRICAL PLANS. I LE 6 3. FLUORESCENT LIGHT TO BE REMOVED. COORDINATE w/ E 12 —L —_� LJ 5 I _LJ -II... 32 18 - Ij II D I 1 E I r ; I•.. i ` 4. PRESERVE AND PROTECT FIRE SPRINKLER, Z= 3 3 37j- 3 -1 L I _ 5. FIRE SPRINKLER TO BE RELOCATED. 1 4 I I f�LGEL Lo -� — —L r 18 8 I G. SUPPLY AIR GRILLE TO BE REMOVED. COORDINATE w/ MECHANICAL PLANS. — — — -�:WOMEN 2 _ 3 3 - r I..L I I , . 7, RETURN AIR GRILLE TO BE REMOVED. COORDINATE w/ MECHANICAL PLANS, O L --J A 3 LI I I 8. FLUORESCENT LIGHT TO BE REMOVED, I 16 8 8 fi 13 9. NOT USED, 6 O 10 12 10. LINE OF ANGLED SUSPENDED ACOUSTICAL CEILING TILE. REMOVE. 1 1 , NOT USED. E7 • 12. EXIT SIGN TO BE REMOVED. COORDINATE w/ ELECTRICAL PLANS. 13, DROPPED ACOUSTICAL TILE SYSTEM OVER LOCKERS TO BE REMOVED. 111 1011 1 114, SURFACE -MOUNTED FLUORESCENT LIGHT TO BE REMOVED. COORDINATE w1 MECHANICAL SHEETS, • 15. SURFACE -MOUNTED SUPPLY AIR GRILLE TO BE REMOVED. COORDINATE w/ MECHANICAL SHEETS, I G. SURFACE -MOUNTED RETURN AIR GRILLE TO BE REMOVED. COORDINATE w/ MECHANICAL SHEETS. 17. FIRE SPRINKLER TO BE REMOVED, 18. SUSPENDED GYPSUM BOARD CEILING TO BE REMOVED, 19. FIRE ALARM TO BE REMOVED, COORDINATE w/ ELECTRICAL PLANS. 20. UTILITY LIGHT TO REMAIN, COORDINATE w/ ELECTRICAL PLANS. EAST BASEMENT REEL CLG DEMOLITION PLAN SCALE: 1 /8" = NY ©20G7 BRIGHAM YOUNG UNIVERSITY•IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO 83"0 PROJECT: MCKAY BASEMENT REMODEL SHEET: EAST BASEMENT DEMOLITION REFL CLG PLAN AD103 SHEET # OF z AD103-AI-9G 4 TESTING CENTER 24 O GENERAL. NOTES (DI 5HREDDER A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED 4g OTHERWISE. ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMENSIONS AND QUANTITIES. 6 6 C. SEE ELECTRICAL SHEETS FOR ELECTRICAL AND DATA DEMOLITION REQUIREMENTS D. SEE MECHANICAL SHEETS FOR MECHANICAL DEMOLITION REQUIREMENTS. E. SEE PLUMBING SHEETS FOR PLUMBING DEMOLITION REQUIREMENTS. DEMOLISH ENTITY LIBRARY STORAGE HALL ® 0-F 6 r v� 4 5TORAGE 5 STORAGE 38 4 L 10 4 / 4 9 -- _ TEST AREA 3 =ix � O _ - � _ � 22 6 10 6 � V TE5T D15TRIBUTION 12 WEST BASEMENT DEMOLITION PLAN SCALE: 1 /8" - I'-9 OR E F E R E N C E N O T E S oI I . CAREFULLY SAW -CUT AND REMOVE HOLLOW METAL DOOR FRAME, DOOR AND HARDWARE, 2. CARPET TO BE REMOVED, 3. NOT USED. 4. CAREFULLY SAW -CUT AND REMOVE CMU WALL (AND CONCRETE CURB WHERE APPLIES). 5, DRINKING FOUNTAIN TO BE REMOVED, CAP PLUMBING AS REQUIRED, G. STRUCTURAL COLUMN TO REMAIN. 7. NOT USED. 8. NOT USED. 9. DOOR, FRAME, AND HARDWARE TO BE REMOVED. 10. 40"x4O" WINDOW TO BE REMOVED. I 1 1, NOT USED, 1 12. SAW -CUT WALL FOR NEW DOOR. SEE DOOR SCHEDULE. ©2007 BRIGHAM YOUNG UNIVERSITY•11D S23 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL SHEET: WEST BASEMENT DEMOLITION FLOOR PLAN AM 02 SHEET # OF x AD 102-A I -9G 3 14 43 21 r 7- 39 14 /4 31 II II � h I I I I 39 TES 22 1 35 L J 138 I 37 / n 25 — TEST D15TRJ13UTION F 12 —_—=a----__� 39 ��— I— - �\ 39 I 1 3G I 35 I I 34 Ip OFFICE '-� 20 � � c-- 28 I I I I 14 33 I --- J L OFFICE -- _ _r---;3 � 7 1 4 I I l I I �/� 26 �� — /39 �LL 29 I � OFFICE 38— ! 8 F OFFICE m 2G I 1I37 1 33 �45 45� 10 9 I 13 12 P Il LOBBY 1► 10 15 40 2 EAST BASEMENT DEMOLITION PLAN 5CALE: 1 /8' = NY ADIOI-AI-9G 1 I4)a 0 3 11 23�v BDF 34 2J9/f 32 r—�:3 L [1 LL��IJI L r N i 14 N 2 42 4 42 GENERA. NOTES A. ALL CONSTRUCTION IS EXISTING TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE, ALL EXISTING TO REMAIN ITEMS THAT ARE DAMAGED BY DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE OWNER'S SATISFACTION. B. FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO DIMEN51ONS AND QUANTITIES, C. SEE ELECTRICAL SHEETS FOR ELECTRICAL AND DATA DEMOLITION REQUIREMENTS D. SEE MECHANICAL SHEETS FOR MECHANICAL DEMOLITION REQUIREMENTS. E. SEE PLUMBING SHEETS FOR PLUMBING DEMOLITION REQUIREMENTS. - - - - DEMOLISH ENTITY O REFERENCE NOTES OI I . CARPET TO BE REMOVED, 2. CARPET SQUARES TO BE REMOVED. 3. WINDOW TO REMAIN. 4. SAW -CUT AND REMOVE FLOOR AS REQUIRED TO ACCCOMMODATE NEW PLUMBING FIXTURE LOCATIONS. 5, NOT USED. G. NOT USED. 7. NOT USED. 8. NOT USED. 9. LOCKERS TO BE REMOVED. 10. VERTICAL ACOUSTICAL TILE TO BE REMOVED. 1 1 . 4"xG" FLOOR PIPE TO REMAIN. 12, 72"x 3G" DISPLAY CASE TO BE REMOVED. 13, COLUMN MOUNTED TV STAND AND TV TO BE REMOVED. SALVAGE TO OWNER. 14. STRUCTURAL COLUMN TO REMAIN, 15. METAL RAILING TO BE REMOVED. I G. NOT USED. 17. NOT USED, 18. NOT USED. 19. NOT USED. 20, NOT USED, 2 1 . COAT RACK TO BE REMOVED. 22, NOT USED. 23, ELECTRIC PANEL TO REMAIN. 24, RECEIVER TO BE REMOVED. 25, FIRE EXTINGUISHER TO BE SALVAGED FOR REINSTALLATION. 2G. THROUGH THE WALL POWER -IN TO BE REMOVED, SALVAGE TO OWNER, 27, NOT USED, 28. Gx4' TACKBOARD TO BE REMOVED, 29. ASBESTOS CONTAINING FLOOR TILE TO BE REMOVED BY OWNER. 30. NOT USED. 3 1 , COAT HOOK STRIP TO BE REMOVED. 32. 48"x48" DRY ERASE BOARD TO BE REMOVED. SALVAGE TO OWNER. 33. HANDRAIL TO BE REMOVED. 34. TEST 155UE DESK WITH SEVEN (7) OUTLETS TO BE REMOVED. 35. TEST STORAGE SHELF TO BE REMOVED. 3G. TEST RETURN DESK TO BE REMOVED, 37. DESK TO BE REMOVED, 38. ADJUSTABLE SHELF TO BE REMOVED. 39, DOOR, FRAME, AND HARDWARE TO BE REMOVED, REPLACE KNOB TYPE LATCHSET WITH LEVER TYPE. SEE DOOR SCHEDULE. 40, DOOR, FRAME, AND HARDWARE TO REMAIN. 4 1 , NOT USED. 42. CERAMIC FLOOR TILE TO BE REMOVED. 43, 4" PIPE TO REMAIN. 44. CAREFULLY SAW -CUT AND REMOVE CMU WALL AND CONCRETE CURB, 45, CAREFULLY SAW -CUT AND REMOVE HOLLOW METAL DOOR FRAME, DOOR, AND HARDWARE. ©2007 BRIGHAM YOUNG UNIVERSITY-IDAHO 523 SOUTH CENTER STREET REXBURG, IDAHO 83460 PROJECT: MCKAY BASEMENT REMODEL SHEET: EAST BASEMENT DEMOLITION FLOOR PLAN AD101 SHEET # OF x 'S I G 5F' 20A 1 20 1 LAB 40 26 113 5F,. Offm I Is amm- 1m 1 32 1 CODE COMPLIANCE PLAN A I SCALE: 3/32' - IV I GIOO I -A I -128 2 CODE INF6RMATION TYPE OF CONSTRUCTION: TYPE II, A OCCUPANCY: B, A3 ALLOWABLE HEIGHT: 3 STORIES ALLOWABLE AREA: 15,500 SQUARE FEET AREA INCREASE: j'=100[P-"1 0 = I00[(502%744)-0.25]'(30/30) = 427. A,If +rrA,(,1 A.=A,+ I00 I L 100 J =) 5,500+[(15,500'427.) / 100] +[(1 5,500-200%)/ 1 OOJ= 53,082 EXISTING BUILDING SECOND LEVEL B GROSS SQUARE FEET 27,724 S.F. + 20,170 S.F. _ 47,894 SQUARE FEET FIRE RESISTANCE RATING REQUIREMENTS OF NONBEAKING INTERIOR WALLS AND PARTITIONS (TABLE GO 1, 2003 IBC): ZERO (0) REQUIRED CORRIDOR FRE-RESISTANCE RATING (TABLE 10 1 G. 1): ZERO (0) EXISTING BUILDING IS FIRE SPRINKLED THROUGHOUT SYMBOLS LEGEND SF SQUARE FEET QROOM OCCUPANT LOAD NOT COUNTED ® ROOM NUMBER ® ROOM OCCUPANT LOAD @ 20 SF PER PERSON 198 ROOM OCCUPANT LOAD WITH FIXED SEATS OROOM OCCUPANT LOAD @ 100 SF PER PERSON 22 1 OCCUPANT LOAD SERVED BY EXIT HATCH INDICATES REMODELED AREA =I ©2007 BRrGHAM YOUNO UNIVERSITY-111) 325 SOUTH CENTER STREET REXBURG, IDAHO 83"0 MCKAY BASEMENT REMODEL SHEET: CODE COMPLIANCE PLAN G1002 SHEET 2 OF x BRIGHAM YOUNG UNIVERSITY IDAHO OLD TESTING CENTER BASEMENT REMODEL DAVID O. MCKAY LIBRARY PLAN DISTRIBUTION ❑ OPERATIONS DIRECTOR - CHARLES ANDERSEN (49G-245 1) ❑ PHYS. FACILITIES DIRECTOR - WAYNE CLARK (49G-245G) ❑ CENTRAL SHOPS MANAGER - ERIC CONRAD (49G-2592) ❑ CNA/COORDINATOR - JOHN REED (49G-2435) ❑ STRUCTURAL - DAVE WOODBURY (49G-2475) ❑ ELECTRICAL - STRVE PRICE (49G-2470) ❑ HVAC - NEAL SHIRLEY (49G-2473) ❑ FIRE SYSTEMS - THOMAS MOORE (49G-243 1) ❑ MECHANICAL/PLUMBING - KYLE WILLIAMS (49G-2484) ❑ BUILDINGS/GROUNDS - DOUG WATSON (49G-2422) ❑ MAINTENANCE - DOUG SORENSEN (49G- 104G) ❑ TELECOM PATHWAYS - TRAVIS WILLIAMS (49G-2897) ❑ FIRE SAFETY - RYAN RASMUSSEN (49G-2481) ❑ CAMPUS ARCHITECT - RULON NIELSEN (49G-1 1 38) ❑ FACILITIES UTILIZATION - BRAD HILL (49G-24G8) ❑ SAFETY OFFICER - ERIC HARMSTON (49G-2457) ❑ INFORMATION SERVICES - PAUL JEPPSON (49G-2401) ❑ NETWORK OPERATIONS - MICHAEL RYDALCH (49G-2880) ❑ MULTIMEDIA - KELAND DRANEY (49G-2400) ❑ COMPUTER SERVICES - DOUG THOMP50N (49G-281 0) ❑ PURCHASING - SANDY MIYA5AKI (49G-23 18) ❑ SCHEDULING COORDINATION- MARIE WELLS (49G-243G) ❑ SIGN SHOP- DARRELL HOLM (49G-2459) ❑ TELEPHONES - MARY IVIE (49G-240G) ❑I/T INFRASTRUCTURE - TODD SMITH (49G- 1 230) ❑ hVAC CONTROLS - BILL SCHIERS (blue copies only) ❑ REQUESTER - RIC PAGE (49G-3200) ❑ REQUESTER - MARTIN RAISH �49G-23GG) �) LOCATION MAP ENUIRA11 UJL^11wv4 APPROVAL SIGNATURES SHEET INDEX HEET # DESCRIPTION GENERAL GI001 COVER 5HEET AND GENERAL INFORMATION G1002 CODE COMPUMCE PLAN DEMOLITION PLANS AD 101 DEMOLITION FLOOR MN - BASEMENT EA5T AD 102 DEMOLITION FLOOR PM - BASEMENT WEST AD 103 DEMOLITION REFLECTED CEIUNG PLAN - BASEMENT EAST CONSTRUCTION an F-I ENLARGED CONSTRUCTION PLANS 1 DETAILS SCHEDULES FURNISHING PLANS AFI01 FURN15HING PLAN - BASEMENT EAST AF102 FURN15MING PLAN - BASEMENT WEST PLUMBING PLANS MECHANICAL RIC PAGE DATE ACADEMIC ADMINISTRATOR MD I . I MD 1.2 MECHANICAL utMULJ i TUN r AN - MECHANICAL DEMOLITION PLAN - M MECHANICAL FLOOR FLAN - BASS M 1.2 MECHANICAL FLOOR PLAN -BASE M5. I MECHANICAL DETAIL5 MG. I MECHANICAL 5CHEDULE5 ELECTRICAL PLANS E0. I ELECTRICAL NOTI=5, 5YMBOL5 E p DOUG THOMPSON DATE TECHNOLOGY SUPPORT DIRECTOR EO.2 NOTESI 5'I p r-D I , I UELECMCAL N MAN - ELECTRICAL DEMOLITION PLAN - B ED 1.2 ELECTRICAL DEMOLITION PLAN - B E I , I ELECTRICAL UGHTING PLAN - BAST EI.2 ELECTRICAL UGHTING PLAN - BAST E2. I ELECTRICAL POWER PLAN - 5A5EN E2.2 ELECTRICAL POWER PLAN - 5A5EA J DATE EDD WALKER ASSISTANT CAMPUS ARCHITECT E3 1 pfCMCAL DATA A/COMM PLAN - E3.2 ELECTRICAL DATA COMM PLAN - E5. I ELECTRICAL DETAIL5 E5.2 ELECTRICAL DETAIL5 EG II PANEL 5CHEDUIF5 EG.2 UGHTING FIXNRE 5CHEDULE RULON NIELSEN, MANAGER DATE FACILITIES PLANNING & CONSTRUCTION ©2007 BRIGHAM YOUNG UNIVERSITY•IDAHO 525 SOUTH CENTER STREET REXBURG,IDAHO 83460 DR�i-019 PROJECT: MCKAY BASEMENT REMODEL