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Home My WebLink AboutPLANS - 20-00839 - BYUI Hart Building - MEP-B RemodelVICINITY MAP DRAWING INDEX SITE MAP SCALE: A1 DETAIL XXX 2 XX X XX.XX ROOM NUM NAME SYMBOLS LEGEND ROOM IDENTIFICATION NUMBER DOOR NUMBER REFERENCE NOTE GLAZING TYPE PARTITON WALL TYPE INTERIOR ELEVATION WALL SECTION EXTERIOR ELEVATION DETAIL REVISION DELTA ROOM NUMBER ELEVATION NUMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER REVISION NUMBER BUILDING SECTION DETAIL TITLE ROOM NAME SHADE INDICATES ELEVATED WALLA1 A2A4 A3 AFF CMU EIFS ABOVE FINISH FLOOR CONCRETE MASONRY UNIT EXTERIOR INSULATED FINISH EQ EQUAL MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT O.C. ON CENTER SPEC SPECIFICATION SIM SIMILAR TYP TYPICAL T.O. TOP OF B.O. BOTTOM OF ABBREVIATIONS MATERIAL LEGEND CONCRETE STUD WALL GRAVEL COMPACTED FILL AND/OR EARTH BATT INSULATION RIGID INSULATION CMU (CONCRETE MASONRY UNIT) GYPSUM BOARD OR CONCRETE SURFACE PROJECT NUMBER: PROJECT ARCHITECT www.ffkr.com www.ffkr.com www.ffkr.com www.ffkr.com FFKR ARCHITECTS 730 PACIFIC AVE. SALT LAKE CITY, UT 84104 801-512-6186 TBSE INC 233 N 1250 W #201 CENTERVILLE, UT 84014 801-298-8795 HEATH ENGINEERING 377 W 800 N, SALT LAKE CITY, UT 84103 801-322-0487 PAYNE ENGINEERING 1823 E CENTER ST. POCATELLO, ID 83201 208-232-4439 STRUCTUAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER JOHN W. HART BUILDING PHASE 3 REMODEL CONSTRUCTION DOCUMENTS BID SET 10/16/2020 JO H N W . H A R T B U I L D I N G P H A S E 3 R E M O D E L 20054 PROJECT TEAM JOHN W. HART BUILDING PHASE MEP-B REMODEL CONSTRUCTION DOCUMENT -BID SET 10 -6 -2020 JO H N W . H A R T B U I L D I N G P H A S E M E P -B R E M O D E L 21 22 23 24 25 26 27 B C C1 02.60 02.60 02.60 02.60 02.60 02.60 AT ALL REQ'D LEVELS DEMOLITION NOTES 1. PROTECT ALL ADJACENT SURFACES AND EQUIPMENT DURING CONSTRUCTION. 2. SET UP A CONSTRUCTION BARRIER IN EACH OF THE CONSTRUCTION AREAS. 3. DUST CONTAINMENT IS MANDATORY. 4. COORDINATE WITH OWNER TO RELOCATE ANY EXISTING IT AND SURVEILLANCE EQUIPMENT. 5. REFER TO MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. FOR ADDITIONAL DEMOLITION INFORMATION. AREA OF WORK LEGEND 2122 23 24 25 26 27 B C C1 02.54 02.5402.54 02.61 7' - 6 " 8' - 9 " 3' - 0 " 31' - 6"14' - 6" 02.62 MEP-B-AD101 D6 21 22 C C1 3' - 4 " 02.05 91' - 0" .3 ' - 0 " 5'-5" HIGH FROM 91'-0" LEVEL, OPENING TO ACCOMMODATE A 3'-0" X 3'-6" DOOR 2" 1" 0" 654321 654321 E D C B A REFERENCE NOTES DATE REVISION PROJECT NUMBER 10 / 1 4 / 2 0 2 0 4 : 2 0 : 1 1 P M MEP-B-AD101 RACQUETBALL COURT CEILING & ROOF DEMO PLANS JO H N W . H A R T B U I L D I N G P H A S E 3 R E M O D E L CO N S T R U C T I O N D O C U M E N T S B I D S E T - 1 0 / 1 6 / 2 0 2 0 RE X B U R G I D 20054 SCALE:1/8" = 1'-0"A4 RACQUETBALL COURTS DEMO REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" B4 RACQUETBALL ROOF DEMO PLAN JO H N W . H A R T B U I L D I N G P H A S E M E P -B R E M O D E L RE X B U R G , I D CO N S T R U C T I O N D O C U M E N T S B I D S E T - 10 / 6 / 2 0 2 0 . SCALE: 1/16" = 1'-0" D6 RAQUETBALL CT - DOOR 02.05 NEW WALL OPENING, REFER. TO HEIGHT & WIDTH DIM. 02.54 REMOVE EXISTING MECH. DUCT, RTU, ETC., RE: MECH. DWG. 02.60 REMOVED REUIRED CEILING PANELS AND FRAMING SYSTEM (IF REQ'D) FOR MECH WORK, PROTECT FOR REUSE 02.61 REMOVE EXTG. ROOFING ASSEMBLY DOWN TO METAL DECK, PREP FOR 1/2" PER 12" SLOPE CRICKET, SUBMIT SHOP DRAWING FOR APPROVAL PRIOR TO DEMOLITION 02.62 REMOVE EXTG. ROOFING ASSEMBLY AND METAL DECK FOR NEW RTU, RE. MECH. DWG. FOR RTU DIMENSION CAULK, LUCAS 9600, BETWEEN BRICK AND STEEL FRAME CONTINUOUS AT HEAD AND JAMBS - BOTH SIDES OF WALL RE. STRU. DWG. HOLLOW METAL DOOR - 3'-0" X 3'-6" ALUMINUM THRESHOLD 1/2" X 3" SLEEVE ANCHOR BOLT (TYP.) 3/16" DIAMOND GRIP STEEL TREADS 3/16" STEEL C CHANNEL CARRIAGE W/ 2" FLANGE 3/16" STEEL BASE PLATE TACK WELD DOOR FRAME TO 3/16" STEEL FRAME AT ENDS AND EVERY 6" ALONG LENGTH 91' - 0" MEP-B-AE101 E4 2" 3' - 0 " 6" 1 1/2" TYP. 6" 7 E Q U A L R I S E R S 9' - 2 1 / 2 " + / - 6 7 ° 5' - 4 1 / 2 " + / - 2" 2" 1 1 / 2 " T Y P . 4" 6" 1' - 1" 2' - 9 1/2" 3' - 6 " F . V . MA X I M I Z E H T . D186 E6 3' - 0 " 2" 3' - 0 " 2" 3' - 6 " E2 MEP-B-AE101 C2 MEP-B-AE101 MEP-B-AE101 21 22 C1 1/2" X 3" SLEEVE ANCHOR BOLT 3/16" STEEL BASE PLATE 3/16" STEEL C CHANNEL CARRIAGE W/ 2" FLANGE 2" 6 1/2" 2"4 1/2" 1 1 / 2 " FLASHING TO WRAP AROUND STEEL FRAME METAL FASTNER WITH NEOPRENE WASHER AT 4" O.C. (TYP.) EPDM MEMBRANE SET IN BONDING ADHESIVE EXTEND TO BOTTOM OF STEEL FRAME SCREW AND FASTENING PLATE AT 8" O.C. TREATED WOOD BLOCKING FLUSH WITH TOP OF INSULATION SPLICE ADHESIVE EXISTING WOOD BLOCKING 1-1/2" RIGID INSULATION VAPOR RETARDER 1" RIGID INSULATION EXISTING METAL DECK CAULK AROUND FASTENERS (TYP.) 1/2" X 3" SLEEVE ANCHOR BOLT 3/16" STEEL FRAME ALUMINUM THRESHOLD 21 3/16" STEEL PLATE 1/2" X 3" SLEEVE ANCHOR BOLT 1/2" X 3" SLEEVE ANCHOR BOLT E2 MEP-B-AE101 91' - 0" 5' - 4 1 / 2 " 3 ' - 6 " 3'-0"2"2" 2" 2" 2" 2" 3'-6" 21 22 23 24 25 26 27 B C C1 RACQ BALL #1 191 RACQ BALL #2 192 RACQ BALL #3 193 RACQ BALL #4 194 RACQ BALL #5 195 STAIR 1-A 09.17 09.17 09.17 09.17 @ ALL REQ'D LEVELS TYP. TYP. TYP. 21 22 23 24 25 26 B C C1 11 ' - 9 " 14' - 6" 3' - 0" 3' - 0 " 07.05 23.03 07.04 07.04 07.04 D4 MEP-B-AE101 D6 MEP-B-AE101 MEP-B-AE101 E1 M I N . 3 ' - 0 "1/2" P E R 12" SLO P E 1/2" P E R 12" S L O P E 07.06 07.05 SINGLE PLY ROOFING EXTG. OR NEW INSULATION EXISTING METAL ROOF DECK APPLY POLY-ISO SPRAY INSULATION TO OUTSIDE OF STEEL ANGLE 1 2 " M I N . @ H I G H E S T P T . COVER BOARD IF APPLICABLE 6" MIN. EXTG. SINGLE PLY ROOFING STL. TUBE, RE. STR. DWG 3 5/8" MTL. STUD BETWEEN STL. TUBES 2" RIGID INSULATION 5/8" EXT. SHEATHING STL . CHANNEL, RE. STR. DWG. RTU W/INTEGRATED MOUNTING BRACKET MECH. DUCT TO HANDBALL COURT BLOCK 95' -4" 6"6" RACQUETBALL .COURT ROOF EXISTING ROOF INSULATION EXISTING ROOF DECK NEW ROOF DECK INFILL, RE. STRU. DWG. SINGLY PLY ROOFING & INSULATON ROOF TRAFFIC PAD LEGEND PROTECT DURING CONSTRUCTION 2" 1" 0" 654321 654321 E D C B A REFERENCE NOTES DATE REVISION PROJECT NUMBER 10 / 1 4 / 2 0 2 0 4 : 2 0 : 1 1 P M MEP-B-AE101 RAQUETBALL COURT CEILING, ROOF PLANS & DETAILS JO H N W . H A R T B U I L D I N G P H A S E 3 R E M O D E L CO N S T R U C T I O N D O C U M E N T S B I D S E T - 1 0 / 1 6 / 2 0 2 0 RE X B U R G I D 20054 JO H N W . H A R T B U I L D I N G P H A S E M E P -B R E M O D E L RE X B U R G , I D CO N S T R U C T I O N D O C U M E N T S B I D S E T - 10 / 6 / 2 0 2 0 . SCALE: 1/8" = 1'-0" A4 RACQUETBALL COURTS REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" B4 RACQUETBALL COURTS ROOF PLAN 07.04 PATCH AND REPAIR EXTG. ROOFING AS REQ'D 07.05 3' WIDE FULLY ADHERED TRAFFIC MEMBRANE, MATERIAL TO COMPLY WITH EXISTING ROOF MATERIAL 07.06 1/2" PER 12" SLOPE CRICKET, SUBMIT SHOP DRAWING FOR APPROVAL PRIOR TO DEMOLITION 09.17 PATCH, REPAIR & PAINT AS REQ'D 23.03 MECH. RTU, RE. MECH. DWG. ACTUAL DIMENSION SCALE:1 1/2" = 1'-0"D6 MECH. UNIT CURB DETAIL SCALE: 1 1/2" = 1'-0" D4 ROOF PATCH DETAIL SCALE: 1/2" = 1'-0" E2 ROOF ACCESS STAIR SCALE: 1/2" = 1'-0" E1 ROOF ACCESS DOOR SCALE:3" = 1'-0"E6 ROOF ACCESS ANCHOR SCALE: 3" = 1'-0" E4 ROOF THRESHOLD SCALE: 1/2" = 1'-0" C2 ROOF ACCESS ELEVATION 21 23 2422 25 26 27L3X3X1/4 L 3 X 3X1/4 L 3X3X1/4 L 3 X 3X1/4 MC12X31 MC 1 2 X 3 1 MC 1 2 X 3 1 MC 1 2 X 3 1 MC 1 2 X 3 1 MC12X31 C3 MEP-B-SE101 C3 MEP-B-SE101 1 2 2 MC 1 2 X 3 1 MC 1 2 X 3 1 MC12X31 MC 1 2 X 3 1 MC 1 2 X 3 1 C2 MEP-B-SE101 HS S 8 X 4 X 1 / 4 HS S 3 X 3 X 1 / 4 C5 MEP-B-SE101 B1 SE-201 _______ BEAM, SEE PLAN. 3/8"X7"X9" SHEAR TAB WITH (3) 3/4"Ø BOLTS. 5/16 HSS4X4X1/4 COLUMN, WITH 1/2"X6"X10" BASE PLATE WITH (4) 5/8"Ø BY 5" TITEN HD BOLTS. WELD 1/4" INSERT IN TOP TO KEEP WATER OUT. 0' - 1 1/4" #10 SCREW AT 6"O.C. NEW DECK. MATCH EXISTING SIZE, SHAPE AND GAUGE. L3X3X1/4 EXISTING DECK EXISTING FRAMING AROUND OPENING. INDICATES NOTES ARE KEYED ON PLAN. 1.USE L4X4X1/4 SHEAR TABS WITH (3) 3/4"Ø BOLTS EACH CHANNEL. 2.SEE DETAIL C4/MEP-B-SE101 FOR ROOF DECK INFILL. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATIONS. KEYED SHEET NOTES GROUT SOLID AND CAULK HSS3X3X1/4 6" BEARING ON MASONRY EACH END L3X3X1/4 ANGLE, FRAME BOTH SIDES AND BOTTOM. 1/4" CONT. PLATE BETWEEN ANGLES TYP.1/8 2@12 L3X3X1/4 ANGLE HSS8X3X1/4 6" BEARING ON MASONRY EACH END 1/4"X2" SPACERS AT 12" O.C. WITH FILLET WELDS TO EACH TUBE EXISTING ROOF DECK EXISTING ROOF JOIST (2) 6X4X5/16 AT BASE OF ANGLES 96'-4½" ± 100'-0½" EXISTING BRICK VEENER EXISTING MASONRY WALL HSS8X3X1/4 6" PORG EACH END 58 PSI PORG ON ENDS OF 8X3 TUBE HSS3X3X1/4 6" PORG EACH END 50 PSI PORG 1/4 2@12 5/16 1"X2.75"X2'-6" PLATE 3/4"X4.5"X2'-6" PLATE 3/8" SHEAR TAB WITH (3) 3/4"Ø BOLTS.3/8" EXTENDED SHEAR TAB WITH (3) 3/4"Ø BOLTS. 1/4 1/4 ROOF JOIST L2X2X1/4 ANGLE BRACE FROM ANGLE BEARING TO BOTTOM CHORD PANEL POINT (NOT REQ'D IF ANGLE BEARS AT TOP CHORD PANEL POINT) DECK OPENING L6X4X5/16 ANGLE (LLV) UP TO 10'-0" L4X4X5/16 UP TO 4'-0" L3X3X1/4 LLV (TYP.) STEEL ROOF JOIST, TYP. STEEL ROOF JOIST, TYP. B A A B ROOF OPENINGS GREATER THAN 9" OR MECHANICAL UNIT LESS THAN 1000 LBS DECK OPENIN G L6X4X5/16 ANGLE (LLV) UP TO 10'-0" L6X4X5/16 UP TO 4'-0" L3X3X1/4 LLV (TYP.) STEEL ROOF JOIST, TYP. STEEL ROOF JOIST, TYP. NOTE: PLACE HSS1.1/2X1.1/2X3/16 X6" LONG AT DECK BELOW MECHANICAL CURB WHERE SUPPORT ANGLE RUNS PERPENDICULAR TO DECK USE CONTINUOUS HSS1.1/2X1.1/2X3/16 WHERE DECK IS PARALLEL TO SUPPORT ANGLE. C A MECHANICAL UNIT SUPPORT UP TO 4000 LBS 1/4 1/4 ROOF JOIST C L6X4X5/16 ANGLE (LLV), TYP. NOTCH VERT. LEG AND EXTEND HORZ. LEG TO WIDTH OF SUPPORT. 4" MIN. L3X3X1/4 AROUND OPENING. NEXT OPENING 2'-0" MIN. TO NO DECK RIBS SHALL BE REMOVED. ROOF DECK 4"Ø MAX. HOLE AT 3" DECK 3"Ø MAX. HOLE AT 1.1/2" DECK NEXT OPENING 3'-0" MIN. TO MAXIMUM UNREINFORCED OPENING REINFORCED OPENINGS UP TO 9" MAX. 8" MIN.9" MAX.16 GA. PLATE W/ #10 SCREWS AT 6"O.C. MAX. AT PERIMETER SECTION PLAN D D TACK WELD 1/4 NOTCH VERT. LEG AND EXTEND HORZ. LEG TO WIDTH OF SUPPORT. PLACE SUPPORT ANGLES BELOW MECH. CURB TYP. SE E P L A N SE E P L A N ROOF DECK 2" 1" 0" 654321 654321 E D C B A DATE REVISION PROJECT NUMBER 10 / 1 4 / 2 0 2 0 1 : 4 4 : 2 8 P M MEP-B-SE101 PARTIAL ROOF FRAMING PLAN AND DETAILS JO H N W . H A R T B U I L D I N G A U X I L I A R Y G Y M R E M O D E L CO N S T R U C T I O N D O C U M E N T S B I D S E T - 1 0 / 1 6 / 2 0 2 0 RE X B U R G , I D Project Number 1/8" = 1'-0"MEP-B-SE101 D3 RACQUETBALL FRAMING PLAN 3/4" = 1'-0"MEP-B-SE101 C3 3/4" = 1'-0"MEP-B-SE101 C4 NO SCALEMEP-B-SE101 C2 3/4" = 1'-0"MEP-B-SE101 C5 3/4" = 1'-0"MEP-B-SE101 B2 TYPICAL OPENINGS IN ROOF DECK DETAIL - MEP 10/14/2020 11 12 13 14 15 16 17 18 21 22 23 24 25 26 27 28 29 BA C D E F G 19 20 F1 G1C1D1 PH A S E 3 W O R K 'P 3 M ' PA N E L LO C A T E D I N L E V E L ( 3 ) ME C H R O O M 3 3 3 AR E A O F W O R K - HV A C U P G R A D E (2 / M E P -B -EE -10 1 ) PH A S E 3 W O R K 21 22 23 24 25 26 27 B C DC1 FH R -9,1 1 , 1 3 1 1 / 2 " C . , 4 -#1 / 0 + G N D FH R -8 FH R -2 E. . C S H A L L R E M O V E , C L E A N , R E I N S T A L L , A N D RE C O N N E C T E X I S T I N G R A C Q U E T B A L L CO U R T L I G H T I N G A S N E E D E D F O R ME C H A N I C A L W O R K T O B E D O N E . P3 M -2,4 , 6 4" C . , 4 -50 0 + G N D SE E L E V E L 2 O V E R A L L - ME P b T H I S S H E E T 1 2 3 3 A H U -3 0 0 'F H R ' NE W P A N E L 4 5 WP 8270 S T AT E O F I D AHO T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.com 2 " 1 " 0 " 6 5 4 3 2 1 6 5 4 3 2 1 E D C B A DATE REVISION PROJECT NUMBER P.E. JOB #2048JOHN W. HART MEP-b MECHANICAL UPGRADE CONSTRUCTION DOCUMENT - 10-6-2020 10-16-2020 1 0 / 1 3 / 2 0 2 0 1 0 : 5 5 : 0 1 A M MEP-B-EE-101RAQUETBALLROOFELECTRICALPLANSREXBURG, ID 20054A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENER AL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDING BUT NOT LIMI TED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:KEY NOTES:#1 PROVIDE AND INSTALL A 3/4" CONDUIT FOR CONTROL CAB LE. SEE MECHANICAL DRAWINGS FOR DESTINATION.2 PROVIDE AND INSTALL A 120V. 20A CIRCUIT TO EACH AI R HANDLER FOR INTEGRAL LIGHTING AND SERVICE RECEPTACLE. MAKE ALL REQUIRED CONNECTIONS, CONNECT OT SPARE BREAKERS IN PANEL "FHR".3 E . C . S H A L L D I S C O N N E C T E X I S T I N G H V A C U N I T S I N T H I S AREA FOR REMOVAL. REMOVE ALL ASSOCIATED CONDUIT AND WIRE BAC K TO SOURCE. SEE MECH. DRAWINGS FOR EQUIPMENT AND LOCATI ON.4 P R O V I D E A N D I N S T A L L D U C T D E T E C T O R S I N S U P P L Y A N D R ETURN DUCTS IN THIS UNIT. PROVIDE RELAY MODULE AND WIRE S UCH THAT UNIT WILL SHUT DOWN UPON DETECTION. SEE MECH. DRAWI NGS FOR QUANTITY AND LOCATION OF ALL DUCTS.5 R O U T E F E E D E R F R O M U P P E R M E D I A R O O M , T H R O U G H U P P E R STRUCTURE OF STAGE TO NEW PANEL FHR ON ROOF ABOVE RACQUET BALL COURTS. CORE DRILL ALL WALL PENETRATIO NS AND SEAL AROUND CONDUIT. SC A L E : 1 " = 2 0 ' - 0 " 1 LE V E L 2 - O V E R A L L M E P b SC A L E : 1 / 8 " = 1 ' - 0 " 2 HV A C U P G R A D E M E P b 16 ' 8' 0" 16 ' 8' 0" NO R T H NO R T H S = S H U N T - T R I P B R E A K E R G = G F C I B R E A K E R R = R E D H A N D L E D , LOCK-OUT TYPE A = A R C - F A U L T B R E A K E R GP = G F E P D B R E A K E R L C P = C R K T T O B E R O U T E D T H R O U G H L T G CONTROL PANEL BR K N O T E S : TO T A L E S T I M A T E D D E M A N D A M P S : 295 ATOTAL AMPS:294 A 2 9 3 A 2 9 3 A TOTAL LOAD:35.3 kVA 3 5 . 1 k V A 3 5 . 1 k V A 41 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 4 2 39 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 4 0 37 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 3 8 35 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 3 6 33 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 3 4 31 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 3 2 29 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 3 0 27 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 2 8 25 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 2 6 23 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 2 4 21 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 2 2 19 - - -- - - - - 1 2 0 0 0 1 2 7 3 - - - - - - - - 20 17 - - -- - - - - 1 2 0 0 0 1 2 7 3 - - - - - - - - 18 15 A H U 4 0 0 A ( P H A S E 3 ) 1 5 0 A 3 1 2 0 0 0 1 2 7 3 3 2 0 A D R Y E R E X H A U ST FAN (PHASE 3) 1 6 13 - - -- - - - - 9 5 0 0 1 2 0 0 0 - - - - - - - - 14 11 - - -- - - - - 9 5 0 0 1 2 0 0 0 - - - - - - - - 12 9 A H U 3 0 0 125 A 3 9 5 0 0 1 2 0 0 0 3 1 5 0 A A H U 4 0 0 B ( P H A S E 3 ) 1 0 7 S P A R E - - 2 0 A 1 0 1 8 0 1 2 0 A R e c e p t a c l e 8 5 S P A R E - - 2 0 A 1 0 5 0 0 1 2 0 A A H U 4 0 0 B L I G H T S A N D R E C E P T . . . 6 3 S P A R E - - 2 0 A 1 0 5 0 0 1 2 0 A A H U 4 0 0 A L I G H T S A N D R E C E P T . . . 4 1 S P A R E - - 2 0 A 1 0 5 0 0 1 2 0 A A H U 3 0 0 L I G H T S A N D R E C E P T S . 2 CK T C I R C U I T D E S C R I P T I O N N O T E A M P S P A B C P A M P S N O T E C I R C U I T DESCRIPTION C K T NO T E S : MF G & M O D E L : SQ . D / N Q S E R I E S DIMENSIONS:20"W x 5.8"D x *"H FEED: EN C L O S U R E : NE M A 3 R BUSSING:SEE SPEC'S MBR AMPS:N/A MO U N T I N G : SU R F A C E WIRES:4 PANEL AMPS:400 A J O H N W . H A R T B U I L D I N G M E P - b FE D F R O M : P3 M PHASES:3 PANEL TYPE:MLO J O H N W . H A R T B U I L D I N G P H A S E 3 . . . LO C A T I O N : V O L T A G E : 120/208 Wye A.I.C. RATING:0 PROJECT: PA N E L : F H R PAYNE ENGINEERING