23035 Drawings

FOR PLAINFIELD, WILL COUNTY, ILLINOIS PLAINFIELD TOWNSHIP PLAINFIELD, ILLINOIS OFFICE BUILDING PLAINFIELD TOWNSHIP ADMINISTRATIVE TOWNSHIP GARAGE RADIANT FLOOR HEATING ABBREVIATIONS AND SYMBOLS DIM. DIA. DF DET. D CT CPT. CORR. CONTR. CONT. CONST. COND. CONC. COL. CO CMU CLRM. CLR. CLO. CL CJ CEIL. CB CAB. B/ BUR BTN. BRG. BOT. BM. BLKG. BLK. BLDG. BIT. BD. BB @ & ALUM. AISC AFF ADA AC.T. AC AB DIMENSION DIAMETER DRINKING FOUNTAIN DETAIL DEEP CERAMIC TILE CARPET CORRIDOR CONTRACTOR CONTINUOUS CONSTRUCTION CONDITION CONCRETE COLUMN CLEAN OUT CONCRETE MASONRY UNIT CLASSROOM CLEAR CLOSET CENTERLINE CONTROL JOINT CEILING CHALKBOARD CABINET BOTTOM OF BUILT-UP ROOF BETWEEN BEARING BOTTOM BEAM BLOCKING BLOCK BUILDING BITUMINOUS BOARD BULLETIN BOARD AT AND ALUMINUM STEEL CONSTRUCTION AMERICAN INSTITUTE OF ABOVE FINISHED FLOOR DISABILITIES ACT AMERICANS WITH ACOUSTICAL TILE ACOUSTIC ANCHOR BOLT INSUL. IF HT. HORIZ. HM HC GYP. BD. GL. GFRG GFRC GFCI GEN. GC GALV. GA. FTG. FRT FRMG. FR. FLR.

FLEX. FIN. FEC FE FDN. FD FBO EXT. EXP. EXIST. EWC EW EQUIP. EQ. ELEV. EL. EIFS EA. DS DRWG. DR. DN. DL INSULATION INSIDE FACE HEIGHT HORIZONTAL HOLLOW METAL HOLLOW CORE GYPSUM BOARD GLASS REINFORCED GYPSUM GLASS FIBER REINFORCED CONCRETE GLASS FIBER INTERRUPTER GROUND FAULT CIRCUIT GENERAL GENERAL CONTRACTOR GALVANIZED GAUGE FOOTING FIRE RETARDANT TREATED FRAMING FRAME FLOOR FLEXIBLE FINISHED FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER FOUNDATION FLOOR DRAIN FURNISHED BY OTHERS EXTERIOR EXPANSION EXISTING ELECTRIC WATER COOLER EACH WAY EQUIPMENT EQUAL ELEVATION ELEVATIONS (USGS) FINISH SYSTEM EXTERIOR INSULATED EACH DOWNSPOUT DRAWING DOOR DOWN DEAD LOAD RD RAD. R. QT / PSI PSF PT PL PLAS. PEWB PEMB PC PART. OPP. OPG. OH OF OD OC NS NOM. NO., # NIC MTD. MTL. MPH MO MISC. MIN. MFR. MECH. MB MAX. MATL. MAS. LVT LL LG. LAV. LAM. L JT. JAN. INT. ROOF DRAIN RADIUS RISER QUARRY TILE PER POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PORCELAIN TILE PLATE PLASTIC WOOD BUILDING PRE-ENGINEERED METAL BUILDING PRE-ENGINEERED PRECAST PARTITION OPPOSITE OPENING OVERHEAD OUTSIDE FACE OUTSIDE DIAMETER ON CENTER NO SCALE NOMINAL NUMBER NOT IN CONTRACT MOUNTED METAL MILES PER HOUR MASONRY OPENING MISCELLANEOUS MINIMUM MANUFACTURER MECHANICAL MARKERBOARD MAXIMUM MATERIAL MASONRY LUXURY VINYL TILE LIVE LOAD LONG LAVATORY LAMINATE LENGTH JOINT JANITOR INTERIOR WP W/O W/ WWF WD. WC W VIF VEST. VERT. VCT UON T/ TYP. TOIL. TL THK. TEMP. TB T. SY SUSP. SUPT. STRUCT. STOR. STL. SS SQ. SPEC. SP. SIM. SHT. SGT. SF SECT. SCHED. SC ROW RM. REQD. REINF. WORK POINT WITHOUT WITH WELDED WIRE FABRIC WOOD WATER CLOSET WIDTH VERIFY IN FIELD VESTIBULE VERTICAL TILE VINYL COMPOSITION NOTED UNLESS OTHERWISE TOP OF TYPICAL TOILET TOTAL LOAD THICK TEMPERED TACK BOARD TREAD SQUARE YARD SUSPENDED SUPPORT STRUCTURAL STORAGE STEEL STAINLESS STEEL SQUARE SPECIFICATION SPACES SIMILAR SHEET TILE STRUCTURAL GLAZED SQUARE FOOT SECTION SCHEDULE SOLID CORE RIGHT OF WAY ROOM REQUIRED REINFORCING MATERIAL INDICATIONS CMU CONCRETE EARTH FACE BRICK GRAVEL INSULATION - RIGID BATT METAL - LARGE BATT WOOD - ROUGH FINISHED MARKING EXPLANATIONS NUMBER DETAIL OR SECTION SECTION APPEARS DETAIL OR SHEET WHERE DRAWINGS INDEX ELECTRICAL MECHANICAL & PLUMBING ARCHITECTURAL TITLE ELECTRICAL DETAILSE-2 ELECTRICAL FLOOR PLANS - DEMOLITION & NEW WORKE-1 MECHANICAL AND PLUMBING DETAILSMP-3 MECHANICAL AND PLUMBING DETAILSMP-2 MECHANICAL & PLUMBING FLOOR PLANS - DEMOLITION & NEW WORKMP-1 DETAILSA-2 DEMOLITION PLAN, FLOOR PLAN, FLOOR FINISH PLAN, GENERAL NOTESA-1 DRAWINGS INDEX, CERTIFICATION TITLE SHEET, ABBREVIATIONS AND SYMBOLS, T-1 T IT L E S H E E T , A B B R E V IA T IO N S A N D S Y M B O L S , D R A W IN G S I N D E X , C E R T IF IC A T IO N CERTIFICATION Expiration Date: April 30, 2025 License Number: 184-000385 David G. Patton, Managing Agent Healy Bender Patton & Been Architects Professional Design Firm - Architect Corporation Signature: License Expires: November 30, 2024 License Number: 001-022203 By: Jacob A. Been, AIA, NCARB, LEED AP BD+C HEALY BENDER PATTON & BEEN ARCHITECTS Supplementary Conditions. Contract for Construction, 2017 Edition; and Section 00 80 00 - 2017 Edition; AIA Document A201 - General Conditions of the Standard Form of Agreement Between Owner & Contractor, The Contract Documents also include the AIA Document A101 - in the Project Manual Table of Contents. The Specifications consist of specification sections as listed Index on drawing Title Sheet T-1. The Drawings consist of drawings as listed in the Drawings and belief comply with all codes. Accessibility Code requirements to the best of our knowledge comply with 2018 International Building Code and Illinois under our supervision and to the best of our knowledge County, Illinois for Plainfield Township, Illinois were prepared Building located at 22525 W. Lockport Street, Plainfield, Will Radiant Floor Heating, Plainfield Township Administrative Office February 7, 2024 for the construction of the Township Garage We hereby certify that these Drawings and Specifications dated Architect: Healy Bender Patton & Been Architects T-1 001-022203 BEEN JACOB A. SHEET NO. 02-07-2024 DATE JCJ, STMP DRAWN BY 6-123-35 PROJ. NO. R E V IS IO N S N O . D A T E D E S C R IP T IO N F O R T O W N S H IP G A R A G E R A D IA N T F L O O R H E A T IN G P L A IN F IE L D T O W N S H IP A D M IN IS T R A T IV E O F F IC E B U IL D IN G P L A IN F IE L D , IL L IN O IS P L A IN F IE L D T O W N S H IP P L A IN F IE L D , W IL L C O U N T Y , I L L IN O IS C O P Y R I G H T H E A L Y B E N D E R P A T T O N & B E E N A R C H I T E C T S C 2 0 2 4 OF 1 D E M O L IT IO N P L A N , F L O O R P L A N , F L O O R F IN IS H P L A N , G E N E R A L N O T E S AREA OF WORK 1⁄8" = 1'-0" DEMOLITION PLAN NORTH TRUE NORTH WORKING 1⁄8" = 1'-0" FLOOR PLAN NORTH TRUE NORTH WORKING 0 2 4 8 16 24 NORTH TRUE NORTH WORKING KEY PLAN NO SCALE TOP OF SLAB SPOT ELEVATION NEW CONCRETE SLAB EXISTING CONSTRUCTION PATCH TO MATCH EXISTING TO BE DEMOLISHED EXISTING TO REMAIN WALL TYPE LEGEND TO REMAIN EXIST. CONC. FLR. SLAB - VIF EXIST. MTL. STAIR TO REMAIN REMAIN - TYP. - VIF EXIST. HM. DR. AND FR. TO MECH./PLUMBING DRAWINGS AND STONE BASE IN THEIR ENTIRETY - SEE SAWCUT AND REMOVE EXIST. CONC. FLR. SLAB - SEE MECH./PLUMBING DRAWINGS REMOVE EXIST. TRENCH DRAIN - TYP. OWNER EXIST. MECH. LIFT TO BE REMOVED BY EXIST. CONC. PIER TO REMAIN - TYP. - VIF EXIST. STL. COL. TO REMAIN - TYP. - VIF REMAIN - TYP. - VIF EXIST. PIPE BOLLARD TO TYP. - VIF EXIST. OH. DR. TO REMAIN - EXIST. COL. FTG. TO REMAIN - TYP. - VIF DRAIN LOCATIONS. NOTED. COORDINATE WITH FLOOR DRAINS. SEE MECHANICAL DRAWINGS FOR FLOOR PITCH CONCRETE FLOORS TO FLOOR DRAINS AT 1/8" PER FOOT UNLESS OTHERWISE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT. SEE MECHANICAL AND PROVIDE CONCRETE HOUSEKEEPING PADS FOR INTERIOR FLOOR MOUNTED CONCRETE COORDINATE PROPER DIMENSIONS OF ITEMS CAST IN OR PASSING THROUGH ELECTRICAL, AND PLUMBING ITEMS IN CONCRETE WORK WITH TRADES INVOLVED AND CONTRACTOR SHALL COORDINATE OPENINGS, DEPRESSIONS, SLEEVES, AND MECHANICAL, EXCEED 1.5 TIMES PANEL WIDTH. MAXIMUM. PANELS SHALL BE NEARLY SQUARE AND PANEL LENGTH SHALL NOT PROVIDE ADDITIONAL CONCRETE FLOOR SLAB CONTROL JOINTS AT 15'-0" ON CENTER DIRECTIONS. PROVIDE CONCRETE FLOOR SLAB CONTROL JOINTS AT COLUMN CENTERLINES IN ALL MINIMUM 8" THICK LAYER OF COMPACTED ENGINEERED GRANULAR FILL, TYP., UON. WIRE FABRIC REINFORCEMENT ON VAPOR BARRIER ON 2" RIGID INSULATION ON PROVIDE 6" THICK CONCRETE FLOOR SLAB WITH (1) LAYER 6x6 W2.9xW2.9 WELDED EXTERIOR FLATWORK. MINIMUM CONCRETE STRENGTH TO BE 4,500 PSI AT 28 DAYS FOR INTERIOR AND THAN FLATWORK. MINIMUM CONCRETE STRENGTH TO BE 3,500 PSI AT 28 DAYS F0R CONCRETE OTHER ASSUME BEARING CAPACITY OF SOIL TO BE 2,000 PSF. 9. 8. 7. 6. 5. 4. 3. 2. 1. GENERAL CONCRETE NOTES 0' - 0" SLOPE TO DRAINS INSUL. ON COMPACTED GRANULAR BASE - CONC. FLR. SLAB ON VAPOR BARRIER ON RIGID FLUSH W/ EXIST. - VIF NEW CONC. SLAB TO BE DRAWINGS SEE MECH./PLUMBING TRENCH DRAIN - TYP. - GENERAL DEMOLITION NOTES PERFORMING THE DEMOLITION WORK. DEMOLITION, THE CONTRACTOR SHALL NOTIFY THE OWNER BEFORE ANY ITEM SCHEDULED FOR DEMOLITION WAS DAMAGED PRIOR TO TO REPAIR OR REPLACE THE ITEM TO ITS PRE-DEMOLITION CONDITION. IF DURING THE DEMOLITION IT IS THE RESPONSIBILITY OF THE CONTRACTOR ITEM INDICATED TO BE REMOVED, STORED AND REINSTALLED IS DAMAGED CONSTRUCTION TO REMAIN IS NOT DAMAGED DURING DEMOLITION. IF ANY CONTRACTOR TO TAKE SPECIAL PRECAUTIONS TO ENSURE EXISTING AND MATERIALS INCIDENTAL TO THE WORK FROM THE SITE. PROPERLY DISPOSE OF DEMOLISHED MATERIAL, OTHER OBSTACLES, DEBRIS, CONTRACTOR TO PERFORM REQUIRED DEMOLITION AND TO LAWFULLY AND INTERRUPTION OF FREE PASSAGE TO AND FROM SUCH AREAS. PROPERTY, AND INTERFERENCE WITH THE USE OF ADJACENT AREAS, AND A CAREFUL AND ORDERLY MANNER TO AVOID HAZARDS TO PERSONS AND DRAWINGS WITH EXISTING SITE CONDITIONS. OPERATIONS SHALL BE DONE IN EXTENT OF DEMOLITION THAT WILL BE NECESSARY BY COMPARING THE PERFORMED SHALL BE VERIFIED AT THE SITE. DETERMINE THE NATURE AND EXACT EXTENT OF DEMOLITION AS SHOWN ON DRAWINGS AND TO BE THE SOLE SOURCE OF EXISTING CONDITIONS TO BE DEMOLISHED. ARE FOR REFERENCE PURPOSES ONLY. THEY ARE NOT INTENDED TO BE DRAWINGS INDICATE THE GENERAL INTENT OF THE DEMOLITION WORK AND EXPOSED AND NOT TO REMAIN IN USE. INCLUDING THE REMOVAL AND PROPER DISPOSAL OF ITEMS WHICH ARE PERFORM DEMOLITION WORK AS NECESSARY TO ACCOMPLISH THE WORK 5. 4. 3. 2. 1. FULLY FUNCTIONAL CONDITION. RESTORE ITEM/DAMAGED AREAS AT STAGING AREAS, ETC. TO ORIGINAL NEW AND PROPER FINISHES. WORK TO EXISTING CONSTRICTION AFFECTED BY THE WORK TO RECEIVE DRAWINGS, TYP., UON. PROVIDE NECESSARY AND REQUIRED PREPARATOR ADJACENT SURFACES AND FINISHES, WHETHER SHOWN OR NOT ON THE MATERIALS AND FINISHES CONSISTENT WITH EXISTING TO MATCH NEWLY EXPOSED CONSTRUCTION AFFECTED BY THE WORK WITH PATCH AND REPAIR EXISTING CONSTRUCTION, EXISTING SURFACES, AND OWNER PRIOR TO START OF THE WORK. MOVING SCHEDULE WITH OWNER FOR LOOSE ITEMS TO BE REMOVED BY SUPPLIES SHALL BE REMOVED BY OWNER AS NECESSARY. COORDINATE EXISTING LOOSE ITEMS INCLUDING FURNITURE, VEHICLES EQUIPMENT, AND ALLOW FOR OWNER'S REUSE. OWNER. ITEMS TO BE SALVAGED SHALL BE CAREFULLY REMOVED AS TO VERIFY WITH OWNER ITEMS TO BE SALVAGED AND RETURNED TO ITEMS NOTED AS EXISTING ARE TO REMAIN, UNLESS OTHERWISE NOTED. ACCESS THROUGH SUBSTANTIAL COMPLETION. MAINTAIN REQUIRED EXITS FROM THE EXISTING BUILDING AND SITE QUANTITIES, ETC. NOTIFY ARCHITECT OF ANY APPARENT DISCREPANCIES. FIELD VERIFY AND COORDINATE ITEMS, DIMENSIONS, CONDITIONS, AND WORK INCLUDED UNDER THE CONTRACT. DIFFICULTIES, AND RESTRICTIONS AFFECTING THE COMPLETION OF THE AND LABOR SO THAT THEY MAY FULLY UNDERSTAND THE FACILITIES, ACQUAINT THEMSELVES WITH CONDITIONS RELATING TO CONSTRUCTION CONTRACTORS SHALL VISIT THE SITE OF PROPOSED WORK AND FULLY 8. 7. 6. 5. 4. 3. 2. 1. GENERAL NOTES A-1 DETERMINED BY CHANGE ORDER, IF REQUIRED. THICKNESSES. ADJUSTMENTS BEYOND 6" SLAB AND 8" BASE WILL BE NEW CONCRETE FLOOR SLAB AND GRANULAR BASE TO MATCH EXISTING 2. THICKNESS OF EXISTING GRANULAR BASE. ARCHITECT THE THICKNESS OF EXISTING CONCRETE SLAB AND AT TIME OF DEMOLITION, CONTRACTOR TO CONFIRM IN WRITING TO THE 1. CONC. SLAB AND BASE: ROOM INDEX DISPATCH STORAGE STORAGE TOOL/WELDING ROOM MAINTENANCE MECHANICAL CORRIDOR BREAK ROOM VESTIBULE 132D 132C 132B 132A 132 131 126 125 124 COATING INDICATES AREA OF NEW EPOXY FLOOR NO SCALE FLOOR FINISH PLAN NORTH TRUE NORTH WORKING EXIST. FLR. COATING TO REMAIN - VIF 2 3 '- 8 " V IF 114'-8" VIF 6 2 '- 8 " V IF 12'-11" VIF FOR REINSTALLATION ALUM. THRESHOLD AND STORE CAREFULLY REMOVE EXIST. FOR REINSTALLATION ALUM. THRESHOLD AND STORE CAREFULLY REMOVE EXIST. DOOR TO BE LEVEL AT ELEV. 0'-0" - TYP. HATCHED AREA INDICATES SLAB HT. AT OH DOOR TO BE LEVEL AT ELEV. 0'-0" - TYP. HATCHED AREA INDICATES SLAB HT. AT MAN BAY 1 BAY 2 BAY 3 BAY 4 BAY 5 DRAWINGS FLOOR DRAIN - SEE MECH./PLUMBING SHEET NO. OF 2 02-07-2024 DATE JCJ, STMP DRAWN BY 6-123-35 PROJ. NO. R E V IS IO N S N O . D A T E D E S C R IP TI O N F O R T O W N S H IP G A R A G E R A D IA N T F L O O R H E A T IN G P L A IN F IE L D T O W N S H IP A D M IN IS T R A T IV E O F F IC E B U IL D IN G P L A IN F IE L D , IL L IN O IS P LA IN FI E LD T O W N S H IP P LA IN FI E LD , W IL L C O U N TY , I LL IN O IS C O P Y R IG H T H E A L Y B E N D E R P A T T O N & B E E N A R C H IT E C T S C 2 0 2 4 125 124 131 126 132 132A 132B 132C 132D 125 124 131 126 86'-6" VIF13'-10" VIF15'-0" 6 2 '- 8 " V IF 1 A-2 2 A-2 5 '- 0 " V IF MAN DOOR TYP. AT OH DOOR TYP. AT TYP. 5 A-2 6 A-2 P IT C H P IT C H PITCH PITCH 0' - 0" 0' - 0" 0' - 0" 0' - 0" TYP.+0' -0 1⁄2" TYP. 7 A-2 TYP. 0' - 0" 0' - 0" 132 3 A-2 P IT C H P IT C H PITCH PITCHPITCHPITCH -0' -1 1⁄2" 132A 132B 132C 132D E Q . 4 0 '- 0 " E Q . CL EQ.EQ. CL EQ.EQ. CL EQ.EQ. -0' - 1 1⁄2" -0' - 1 1⁄2" -0' - 1⁄4" -0' - 1⁄4" 0' - 0" 0' - 0" 0' - 0" TYP. +0' -0 1⁄2" TYP. 125 124 131 126 132 132A 132B 132C 132D D E T A IL S A-2 SHEET NO. OF 2 02-07-2024 DATE JCJ, STMP DRAWN BY 6-123-35 PROJ. NO. R E V IS IO N S N O . D A T E D E S C R IP T IO N F O R T O W N S H IP G A R A G E R A D IA N T F L O O R H E A T IN G P L A IN F IE L D T O W N S H IP A D M IN IS T R A T IV E O F F IC E B U IL D IN G P L A IN F IE L D , IL L IN O IS P L A IN F IE L D T O W N S H IP P L A IN F IE L D , W IL L C O U N T Y , I L L IN O IS C O P Y R I G H T H E A L Y B E N D E R P A T T O N & B E E N A R C H I T E C T S C 2 0 2 4 CONC. STOOP - TURN UP AND SEAL TO EXIST. - SEAL TO T/ FDN. WALL - SEAL PENETRATIONS VAPOR BARRIER GRANULAR BASE CONC. FLR. SLAB ON COMPACTED EXIST. HM. DR. & FR. - VIF EXIST. CONC. STOOP - VIF 3⁄4" = 1'-0" 3 A-23⁄4" = 1'-0" 2 A-2 EPOXY ADHESIVE GROUT SLAB AND PACK W/ INTO EXIST. CONC. FLR. #4 DOWEL - TYP. DRILL CONC. FLOOR SLAB - VIF EXIST. CONC. FLR. SLAB HARD CAULK 2" RIGID INSUL. EXIST. CONC. FDN. - VIF BIT. PAVEMENT - TURN UP AND SEAL TO EXIST. - SEAL TO T/ FDN. WALL - SEAL PENETRATIONS VAPOR BARRIER GRANULAR BASE CONC. FLR. SLAB ON COMPACTED EXIST. MTL. OH DR. AND TRACK - VIF EXIST. BIT. PAVING - VIF TYP. CONTROL JT. 3⁄4" = 1'-0" 4 A-2 0 1 2 4 3⁄4" = 1'-0" 1 A-2 3⁄4" = 1'-0" 6 A-2 EXIST. CONC. FDN. - VIF WALL CONST. - TURN UP AND SEAL TO EXIST. - SEAL TO T/ FDN. WALL - SEAL PENETRATIONS VAPOR BARRIER GRANULAR BASE CONC. FLR. SLAB ON COMPACTED EXIST. WALL CONST. - VIF 3⁄4" = 1'-0" 5 A-2 8 " 2 " 6 " 8 " 2 " 6 " 8 " 2 " 6 " FILLER W/ CAULK 1⁄2" COMPRESSIBLE JT. FILLER W/ CAULK 1⁄2" COMPRESSIBLE JT. FILLER W/ CAULK 1⁄2" COMPRESSIBLE JT. EXIST. WALL CONST. - VIF EXIST. WALL CONST. 2" RIGID INSUL. EXIST. CONC. FDN. INSUL. - VIF 1⁄2 " EXIST. CONC. FDN. INSUL. - VIF V IF 1 '- 8 " M IN . 8 " (3) CONT. #4's - COORDINATE W/ DRAIN MFR. #6 AT 24" OC - SEAL PENETRATIONS VAPOR BARRIER COORDINATE W/ DRAIN MFR. AND #6 BARS BELOW - BARS AT 24" OC TIED TO #4 ANCHOR DRAIN W/ (2) #4 C DRAINL 10"10" 1'-8" CONC. FLR. SLAB - COORDINATE W/ PLUMBING "2 1 T/ DRAIN ELEV. = -0'-1 TRENCH DRAIN 8 " 2 " 6 "8 " 2 " 6 " 2" RIGID INSUL. SET IN CONT. SEALANT REINSTALL EXIST. ALUM. THRESHOLD 2" RIGID INSUL. EXIST. CONC. FDN. - VIF EXIST. CONC. FDN. INSUL. - VIF EXIST. CONC. SLAB - TURN UP AND SEAL TO - SEAL TO T/ FDN. WALL - SEAL PENETRATIONS VAPOR BARRIER 2" RIGID INSUL. 2 " CONC. FLOOR SLAB 1⁄8" CAULK UNDER PRESSURE AND FILL JT. W/ DAYS FLUSH JT. W/ WATER OR AIR AFTER CONC. IS POURED, AFTER 7 CONTROL JOINT - SAWCUT MORNING SEAL PENETRATIONS- VAPOR BARRIER SLAB HT. TO BE LEVEL AT 0'-0" W/ EXIST. BIT. PAVING NEW CONC. TO BE FLUSH W/ EXIST. CONC. STOOP NEW CONC. TO BE FLUSH SLAB HT. TO BE LEVEL AT 0'-0" 2" RIGID INSUL. 0 1 2 4" 6 " 7 A-2 11⁄2" = 1'-0" EXIST. OH. DR TRACK - VIF PANEL - VIF EXIST. PRECAST CONC. WALL EXIST. PIPE BOLLARD - VIF +0' -0 1⁄2" TYP. 0' - 0" 1 HWP HWS HWS HWR HWR 4" C.A.I. 4" CAT IV VENT 4" C.A.I. & 4" VENT THRU WALL - TERMINATE 10' MINIMUM ABOVE GRADE W/ SIDEWALL SNORKEL TERMINATION 2" 2" 2" 11⁄4" 11⁄4" RADIANT MANIFOLD ZONE 1 PANEL: · 12 LOOPS OF 300 FT · 5 8" PEX PLACED 12" ON CENTER 4"EX. FCO EX. YCO 4" 11⁄4" CTE 5 4 7 4" 4" 4" 21⁄2" CTECTE FCO FCO FCO TD-1 CTE 21⁄2" EX 26/20 S/A EX 26/20 S/A 11⁄4" L.P. DN. TO BOILER RADIANT MANIFOLD ZONE 2 PANEL: · 11 LOOPS OF 300 FT · 5 8" PEX PLACED 12" ON CENTER · ONE SPARE LOOP LP LP LP SLAB SENSOR CTE EX. EXH. GRILLES TO REMAIN - TYP EX. EXH. UP TO REMAIN - TYP EX. EXH. GRILLES TO REMAIN - TYP EX. EXH. UP TO REMAIN - TYP EX. S/A DIFFUSERS TO REMAIN - TYP EX. 2.5" x 3" VTR EX. 2.5" x 3" VTR CTE 4 EX. 2.5" x 3" VTR 4 BY-PASS CIRCUIT SETTER FOR 13 GPM UNDERFLOOR RADIANT HEATING PIPING ROUTING AND LAYOUT BASED ON SCHEDULED MANUFACTURER. PROVIDE PIPING ARRANGEMENT, SIZING, QUANTITY, SPECIALTIES, ETC AS PER ALTERNATE MANUFACTURER RECOMMENDATIONS AND REQUIREMENTS. 1 ZP EX. L.P. EX. L.P. EX. L.P. EX. L.P. EX. L.P. E X . L .P . E X . L .P . E X . L .P . E X . L .P . E X . L .P . E X . L .P . E X . L .P . E X . L .P . E X . L .P . E X . L .P . 11⁄4" 11⁄4" 11⁄4" SLAB SENSOR TO ZP-1 TO ZP-2 TO ZP-2 TO ZP-1 TO B-1OUTSIDE AIR TEMPERATURE SENSOR EX 36/20 S/A UP 1 B 1 T 2 ZP4 6 EX 20/16 S/A 2" CAP 2" HWS&R PIPING FUTURE USE FD-1 TEKMAR PANEL CONNECT NEW 11⁄4" LIQUID PROPANE PIPE TO EX. 4" L.P. GAS RISER GAS PRV: ASSUME TO BE 11" W.C. L.P. HIGH PRESSURE GAS MAIN TO L.P. STORAGE TANKS 10 EX 36/20 S/A 2" HWS/R, & 11⁄4" L.P. (399 CFH) 4" AT IV V, & 4"Ø C.A.I. PIPE DN TO BOILER. EXTEND 3⁄4" OVERFLOW FROM BOILER RELIEF VALVE TO NEAREST FLOOR DRAIN TD-1 TD-1 1 1 1 4" 4" 4" 4" 21⁄2" 11 EX 20/16 S/AEX 36/20 S/A EX 36/20 S/A UP EX ROOFTOP UNIT TO REMAIN 4"EX. FCO EX. YCO 11⁄4" 3 4" 4" 3 3 3 3 2 8 8 8 8 8 3 EX 26/20 S/A EX 26/20 S/A EX. 4" L.P. UP THRU ROOF EX. EXH. GRILLES TO REMAIN - TYP EX. EXH. UP TO REMAIN - TYP EX. EXH. GRILLES TO REMAIN - TYP EX. EXH. UP TO REMAIN - TYP EX. S/A DIFFUSERS TO REMAIN - TYP 9 9 9 9 9 9 9 9 9 9 EX. 2.5" x 3" VTR EX. 2.5" x 3" VTR EX. 2.5" x 3" VTR EX. 11⁄4" L.P. UP EX. L.P. EX. L.P. EX. L.P. EX. L.P. EX. L.P. E X . L .P . E X . L .P . E X . L .P . E X . L .P . E X . L .P . E X . L .P . E X . L .P . E X . L .P . E X . L .P . E X . L .P . EX 36/20 S/A UP EX 20/16 S/A EX 36/20 S/A EX 20/16 S/AEX 36/20 S/A EX 36/20 S/A UP EX ROOFTOP UNIT TO REMAIN SHEET NO. 02-07-2024 DATE EK DRAWN BY 6-123-35 PROJ. NO. RE VI SI ON S NO . DA TE DE SC RI PT IO N FO R TO W N SH IP G A R A G E R A D IA N T FL O O R H EA TI N G PL A IN FI EL D T O W N SH IP A D M IN IS TR A TI VE O FF IC E B U IL D IN G PL A IN FI EL D , I LL IN O IS PL AI NF IE LD T OW NS HI P PL AI NF IE LD , W ILL C OU NT Y, IL LIN OI S MILLIES ENGINEERING GROUP www.milliesengineeringgroup.com (219) 924-8400 9711 Valparaiso Drive Munster, Indiana 46321 221 N. LaSalle Street Chicago, Illinois 60601 Copyright © 2024 Millies Engineering Group OF 3 MP-1 ME CH AN IC AL & P LU MB IN G FL OO R PL AN S - D EM OL IT IO N & NE W W OR K PLUMBING FIXTURE SCHEDULE TAG NO. TD-1 FD-1 NOTE #1: ZURN, JOSAM, J.R. SMITH, MIFAB, WADE, WATTS FIXTURE/EQUIPMENT TYPE TRENCH DRAIN FLOOR DRAIN FIXTURE/EQUIPMENT DESCRIPTION 12" WIDE, 40' LONG PRESLOPED HIGH DENSITY POLYPROPYLENE CAST IRON BODY, ADJUSTABLE 6"x6" NICKEL BRONZE TOP FIXTURE/EQUIPMENT MANUFACTURER AND MODEL NO. ZURN Z882-BDE-VP ZURN Z415S ACCEPTABLE MANUF. NOTE #1 NOTE #1 FIXTURE VALVE/FAUCET TYPE - - FIXTURE VALVE/FAUCET TYPE - - ACCEPTABLE MANUF. - - ACCESSORIES/REMARKS (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) BLACK ACID RESISTANT EPOXY COATED DUCTILE GRATE - CLASS E VANDALPROOF SCREWS SHEET NOTE TAG EXISTING HOT WATER RECIRCULATION PIPING EXISTING HOT WATER PIPING EXISTING COLD WATER PIPING PIPE DOWN PIPE UP AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE BFP BACKFLOW PREVENTER CTE CONNECT TO EXISTING CW COLD WATER DN DOWN EX. EXISTING FCO FLOOR CLEANOUT FIN. FL. FINISHED FLOOR FIN, GR. FINISHED GRADE HB HOSE BIBB HW HOT WATER HWR HOT WATER RECIRCULATION INV. EL. INVERT ELEVATION RPZ REDUCED PRESSURE ZONE TD TRENCH DRAIN V VENT VS VENT STACK VTR VENT THROUGH ROOF EXISTING UNDERGROUND SANITARY PIPING PLUMBING SYMBOLS/ABBREVIATIONS DEMO UNDERGROUND SANITARY PIPING NEW UNDERGROUND SANITARY PIPING EXISTING VENT PIPING DEMO VENT PIPING NEW VENT PIPING PLUMBING RISER DIAGRAM 4" 4" 4" EXISTING TRIPLE BASIN FD -1 4" TD -1 4" 2" FC O FC O FC O TD -1 4" 2" 2" 2" TD -1 4" 2" E X . S IN K 3" 2" CTE CTE FC O FC O 3" CTE 2" CTE CTECTE 21⁄2"21⁄2"21⁄2" FIRST FLOOR FLOOR FIRST FLOOR CEILING ROOF 3x4 INCR VTR 4x6 INCR VTR 21⁄2x3 INCR VTR 21⁄2" 21⁄2x3 INCR VTR CERTIFICATION SHEET NOTES 1. NEW 4" SANITARY UP TO NEW TRENCH DRAIN 2. REMOVE EXISTING SANITARY 3. REMOVE EXISTING VENT PIPING 4. CONNECT NEW 21⁄2" VENT UP TO EXISTING 21⁄2" VENT THROUGH ROOF 5. EXISTING 1⁄2" HOT, COLD WATER PIPING AND 2" VENT DOWN, NEW 3" SANITARY UP TO EXISTING SINK 6. NEW 4" SANITARY UP TO FLOOR DRAIN 7. EXISTING 21⁄2" VENT UP/DN 8. REMOVE EXISTING TRENCH DRAIN AND ALL ASSOCIATED SANITARY PIPING 9. EXISTING SUSPENDED UNIT HEATER TO REMAIN 10. NEW 3⁄4" CW DOWN TO BOILER WITH ZURN 975XL2 RPZ 11. VIDEOTAPE EXISTING SANITARY MAIN TO CONFIRM EXISTING BRANCH SANITARY CONNECTION POINTS, INVERTS AND CONDITION OF PIPING AS REQUIRED TO COMPLETE WORK. PROVIDE REPORT INDICATING CONNECTION POINT LOCATIONS, INVERTS, ANDANY DEFICIENCIES IN EXISTING SANITARY PIPING SYSTEM PRIOR TO STARTING WORK. CTE PROVIDE NEW 3⁄4" COLD WATER MAKEUP WITH ZURN 975XL2 BACKFLOW PREVENTER TO BOILER. (SEE BOILER DIAGRAM ON SHEET MP-2 FOR CONTINUATION) BACKFLOW PREVENTER AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text T AutoCAD SHX Text T AutoCAD SHX Text T AutoCAD SHX Text RADIANT ZONE 1 AutoCAD SHX Text RADIANT ZONE 2 AutoCAD SHX Text S AutoCAD SHX Text S AutoCAD SHX Text 125 AutoCAD SHX Text 124 AutoCAD SHX Text 131 AutoCAD SHX Text 126 AutoCAD SHX Text 132 AutoCAD SHX Text 132A AutoCAD SHX Text 132B AutoCAD SHX Text 132C AutoCAD SHX Text 132D AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text 125 AutoCAD SHX Text 124 AutoCAD SHX Text 131 AutoCAD SHX Text 126 AutoCAD SHX Text 132 AutoCAD SHX Text 132A AutoCAD SHX Text 132B AutoCAD SHX Text 132C AutoCAD SHX Text 132D AutoCAD SHX Text 2024 AutoCAD SHX Text C AutoCAD SHX Text COPYRIGHT AutoCAD SHX Text HEALY BENDER PATTON & BEEN ARCHITECTS AutoCAD SHX Text AREA OF WORK AutoCAD SHX Text KEY PLAN AutoCAD SHX Text NO SCALE AutoCAD SHX Text TRUE NORTH AutoCAD SHX Text WORKING NORTH AutoCAD SHX Text ROOM INDEX AutoCAD SHX Text 124 125 126 131 132 132A 132B 132C 132D AutoCAD SHX Text VESTIBULE BREAK ROOM CORRIDOR MECHANICAL MAINTENANCE TOOL/WELDING ROOM STORAGE STORAGE DISPATCH AutoCAD SHX Text 1/8" = 1'-0" AutoCAD SHX Text MECHANICAL & PLUMBING FLOOR PLAN - DEMOLITION AutoCAD SHX Text TRUE NORTH AutoCAD SHX Text WORKING NORTH AutoCAD SHX Text 1/8" = 1'-0" AutoCAD SHX Text MECHANICAL & PLUMBING FLOOR PLAN - NEW WORK AutoCAD SHX Text TRUE NORTH AutoCAD SHX Text WORKING NORTH AutoCAD SHX Text 0 AutoCAD SHX Text 2 AutoCAD SHX Text 4 AutoCAD SHX Text 8 AutoCAD SHX Text 16 AutoCAD SHX Text 24 AutoCAD SHX Text 0 AutoCAD SHX Text 2 AutoCAD SHX Text 4 AutoCAD SHX Text 8 AutoCAD SHX Text 16 AutoCAD SHX Text 24 AutoCAD SHX Text MAINTENANCE 132 SHEET NO. 02-07-2024 DATE EK DRAWN BY 6-123-35 PROJ. NO. RE VI SI ON S NO . DA TE DE SC RI PT IO N FO R TO W N SH IP G A R A G E R A D IA N T FL O O R H EA TI N G PL A IN FI EL D T O W N SH IP A D M IN IS TR A TI VE O FF IC E B U IL D IN G PL A IN FI EL D , I LL IN O IS PL AI NF IE LD T OW NS HI P PL AI NF IE LD , W ILL C OU NT Y, IL LIN OI S MILLIES ENGINEERING GROUP www.milliesengineeringgroup.com (219) 924-8400 9711 Valparaiso Drive Munster, Indiana 46321 221 N. LaSalle Street Chicago, Illinois 60601 Copyright © 2024 Millies Engineering Group OF 3 MP-2 ME CH AN IC AL A ND P LU MB IN G DE TA ILS 4" Ø C A T IV V E N T RADIANT BOILER DIAGRAM (NTS) FINISHED FLOOR HWS 2" HWR 2" HW R HW S AIR VENT (TYPICAL) HWR HWS 1⁄2" 2" HWS HWR TO ZONE 1 MANIFOLD 1 11" CVPC NEUTRALIZATION BASE - TYPICAL SLOPE TO FLOOR DRAIN CD B 1 1 HWP INLINE PUMP (TYPICAL) 1 TD HWR EQUIPMENT LEGEND B-35 TRIPLE DUTY VALVETD-1 BELL & GOSSETT EXPANSION TANK DESCRIPTION T-1 TAG BELL & GOSSETT MANUFACTURER MODEL # REMARKS NOTE 1. SIZE EAS-1-1/2AIR SEPARATORR-1 BELL & GOSSETT 11⁄2"Ø 12"Øx23.5"H 4.7' MAX PSI PRESSURE DROP 5' MAX PSI PRESSURE DROP MIN. ACCEPTANCE VOL. = 1.88 GAL., MIN. TANK VOL.= 5.73 GAL.NOTE 1: 3DV-2RFF 2"Ø 2" R 1 TO ZONE 1 MANIFOLD 2 HWS HWR 4" Ø C .A .I. RADIANT HEATING - SLAB ON GRADE NOT TO SCALE RADIANT TUBING MATERIAL - PEX NOT TO SCALE RADIANT HEATING SYSTEM NOT TO SCALE AUTOMATIC AIR VENT 3⁄4" EX CW CTE GAS SOLENOID VALVE GAS METER LIQUID PETROLEUM PIPING UNION PIPE TURNED DOWN PIPE TURNED UP SHUT-OFF VALVE CIRCUIT SETTER INLINE PUMP EXISTING PIPING HOT WATER RETURN PIPING HOT WATER SUPPLY PIPING SHEET NOTE SEE SCHEDULES CONDENSATE DRAIN DUCT TRANSITION EXISTING DUCTWORK HWR LP CD HWS DESCRIPTIONSYMBOL ABBREVIATIONS DESCRIPTION GRISWOLD VALVE RELIEF VALVE FLOW SWITCH CONTROL VALVE PRESSURE GAUGE THERMOMETER MANUAL AIR VENT TRIPLE DUTY VALVE CHECK VALVE 2-WAY AUTOMATIC VALVE 3-WAY AUTOMATIC VALVE PRESSURE REGULATOR STRAINER PRESSURE REDUCING VALVE SHUT-OFF VALVE IN RISER PIPING TO BE REMOVED GAS COCK COLD WATERCW PRESSURE SENSOR PS B BOILER BP BOILER PUMP CAI COMBUSTION AIR INTAKE CD CONDENSATE DRAIN CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CS CIRCUIT SETTER CTE CONNECT TO EXISTING CW COLD WATER DN. DOWN DS DISCONNECT SWITCH DV DRAIN VALVE DX DIRECT EXPANSION EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR EDB ENTERING DRY BULB TEMPERATURE ER EXHAUST/RETURN ERV ENERGY RECOVERY VENTILATOR ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB TEMPERATURE EWT ENTERING WATER TEMPERATURE EX EXISTING EXH EXHAUST FC FLEXIBLE CONNECTION FPM FEET PER MINUTE FMS FACILITY MANAGEMENT SYSTEM LP LIQUID PETROLEUM GPM GALLONS PER MINUTE H HOOD HP HORSE POWER HWP HOT WATER PUMP HWS HOT WATER SUPPLY HWR HOT WATER RETURN HW HOT WATER HZ HERTZ L LIQUID LAT LEAVING AIR TEMPERATURE LDB LEAVING DRY BULB TEMPERATURE LWB LEAVING WET BULB TEMPERATURE LWT LEAVING WATER TEMPERATURE M/A MIXED AIR MBH 1,000 BTU/HOUR MC MECHANICAL CONTRACTOR MD MANUAL DAMPER MOD MODULATING MUA MAKEUP AIR MV MANUAL AIR VENT NC NORMALLY CLOSED NK NECK NO NORMALLY OPEN NTS NOT TO SCALE O/A OUTSIDE AIR OAI OUTSIDE AIR INTAKE OBD OPPOSED BLADE DAMPER PC PLUMBING CONTRACTOR PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH R/A RETURN AIR RPM REVOLUTIONS PER MINUTE S SUCTION S/A SUPPLY AIR SHC SENSIBLE HEAT CAPACITY SM SMOKE T/A TRANSFER AIR TC TEMPERATURE CONTROL TSP TOTAL STATIC PRESSURE TYP TYPICAL UH UNIT HEATER V VENT VFD VARIABLE FREQUENCY DRIVE WC WATER COLUMN WPD WATER PRESSURE DROP NON ADJUSTABLE THERMOSTAT HUMIDISTAT THERMOSTAT W/ COVER GUARDG REVERSE ACTING THERMOSTATR THERMOSTAT - ADJUSTABLE SLAB SENSOR THERMOSTAT w/WIREMOLD SUPPLY OR OUTSIDE AIR DUCT UP RETURN OR EXHAUST OR RELIEF DUCT UP PETE'S PLUG TAG B-1 MANUFACTURER TRIANGLE TUBE MODEL SOLO 399 MECHANICAL EQUIPMENT SCHEDULE DESCRIPTION CONDENSING HOT WATER BOILER EFF. 95% HOT WATER HEATING EQUIPMENT DATA MBH (IN) 399 MBH (OUT) 379 GPM 29 EAT - LAT - EWT - LWT - MAX WPD - LOAD HP - MCA - FLA 10 AMPS - ELECTRICAL DATA MOCP - VOLT 120 PHASE 1 HZ. 60 STARTER: MC. X EC. - UNITS CTRL'D BY BOILER CTRL'R & TEKMAR CTRL'R EQUIP. WEIGHT 216 REMARKS NOTE 1 TAG HWP-1 ZP-1 ZP-2 MANUFACTURER B&G B&G B&G MODEL NUMBER E-80 E-90 E-90 DESCRIPTION HOT WATER RECIRCULATION PUMP ZONE PUMP - ZONE ONE ZONE PUMP - ZONE TWO GPM 40 13.5 13.5 HEAD (FT.) 35 12 12 PUMP MOTOR DATA HP 1 1/4 1/4 PUMP SCHEDULE RPM 1750 1725 1725 VOLT 120 120 120 PH 1 1 1 HZ. 60 60 60 STARTER: MC. X X X EC. - - - SUCTION/ DISCHARGE SIZE 1.5" 1.25" 1.25" REMARKS - - - BACKFLOW PREVENTOR BY P.C. T 3⁄4" WALL MOUNTED CAP END OF RUN FOR FUTURE USE 1 ZP 2 ZP 2 TD 3 TD TRIPLE DUTY VALVETD-2 BELL & GOSSETT 3.7' MAX PSI PRESSURE DROP3DV-1-1/4RFF 11⁄4"Ø TRIPLE DUTY VALVETD-3 BELL & GOSSETT 3.7' MAX PSI PRESSURE DROP3DV-1-1/4RFF 11⁄4"Ø RADIANT HEATING CONTROL/PUMP HOUSING DETAIL SUPPLY HEADER (TYPICAL) VERIFY QUANTITY OF ZONE LOOP HEADERS WITH ACTUAL RADIANT HEATING EQUIPMENT MANUFACTURERS REQUIREMENTS. (TYPICAL) TO FLOOR SLAB. PIPING IN WALL CONTROL PANEL INSIDE HOUSING HOT WATER PUMP 16 GAGE RADIANT HEATING PANEL HOUSING AND COVER. UNION (TYPICAL) TEMPERATUTE/PRESURE GAUGE. FIELD CONNECTION LOCATION (TYPICAL) PROVIDE HOUSING WITH ADEQUATE SPACE TO ACCOMMODATE FIELD INSTALLED VALVES, SPECIALTIES, ETC. MANUAL AIR VENT HWS HWS HWR HWR HWS H W R H W S AT CONTRACTOR'S OPTION VALVES, ETC. MAY BE PROVIDED AS ONE PIECE ASSEMBLIES. RETURN HEADER (TYPICAL) VERIFY QUANTITY OF ZONE LOOP HEADERS WITH ACTUAL RADIANT HEATING EQUIPMENT MANUFACTURERS REQUIREMENTS. SHUT-OFF VALVE TYPICAL. PETE'S PLUG (TYPICAL) 3-WAY TEMPERATURE CONTROL VALVE. STRAINER W/DRAIN VALVE (3⁄4" HOSE CONNECTION) CIRCUIT SETTER - TYPICAL (NTS) HWS/R ROUTED EXPOSED ON WALL. SEE PLANS FOR APPLICATION. BYPASS 13 GPM MS 1 BOILERMAG XLMAGNETIC SEPARATORMS-1 BOILERMAG 11⁄2"Ø 1' MAX PSI PRESSURE DROP 2" 2" 2" 2" NOTE 1: · SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. HW S HWS HWR 2" BY-PASS FILTER SYSTEM POT FEEDER LOCATE 6'-0" A.F.F. (MAX) (SEE SPEC.) 3⁄4" 3⁄4" 3⁄4" 3⁄4" 3⁄4" MECHANICAL GENERAL NOTES A. WORK SHALL COMPLY WITH LOCAL, MUNICIPAL, AND STATE HVAC. B. LAYOUT IS DIAGRAMMATIC AND CONTRACTOR SHALL INSTALL DUCTWORK, PIPING AND EQUIPMENT TO MEET ACTUAL FIELD CONDITIONS. REVIEW PROJECT SPECIFICATIONS BEFORE STARTING ANY WORK. SUBMIT SHOP DRAWINGS OF WORK AS PER SPECIFICATIONS. C. LAYOUT WORK TO AVOID CONFLICTS BETWEEN DUCTWORK, LIGHTING, CEILINGS, PIPING AND BUILDING STRUCTURE. D. COORDINATE EQUIPMENT ELECTRICAL REQUIREMENTS (VOLTAGES, PHASE, LOAD, ETC.) BEFORE ORDERING ANY EQUIPMENT. E. DUCTWORK, PIPING, EQUIPMENT, ETC. SHALL NOT BE SUPPORTED FROM THE BOTTOM CHORD OF ENGINEERED JOISTS WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. F. VERIFY EXACT THERMOSTAT AND SENSOR LOCATIONS IN FIELD PRIOR TO ROUGH-IN OR INSTALLATION. CONTROL WIRING TO BE ROUTED IN CONDUIT. G. COORDINATE PHASING OF WORK AND PROVIDE TEMPORARY EQUIPMENT, DUCTWORK AND PIPING AS REQUIRED FOR THE IMPLEMENTATION OF WORK WHILE MAINTAINING SERVICES TO PORTIONS OF BUILDING TO REMAIN OCCUPIED. H. SCHEDULE WORK TO AVOID DOWNTIME AND INCONVENIENCE TO OWNER. OWNER'S EXISTING FACILITY SHALL REMAIN IN OPERATION AT ALL TIMES. REQUIRED SHUTDOWN OF EXISTING UTILITIES SHALL BE SCHEDULED WITH OWNER'S OPERATING PERSONNEL. NOTIFY OWNER'S REPRESENTATIVE 48 HOURS IN ADVANCE PRIOR TO ANY SHUTDOWN OF EXISTING MECHANICAL SYSTEMS. I. VISIT SITE PRIOR TO BIDDING TO FULLY DETERMINE FIELD CONDITIONS AND TO VERIFY EXISTING MECHANICAL SYSTEMS INCLUDING QUANTITIES AND LOCATIONS TO DETERMINE THE FULL EXTENT OF NEW AND DEMOLITION WORK. J. COORDINATE NEW INSTALLATIONS WITH EXISTING SYSTEMS. ANY EXISTING CONDUIT, PIPING, DUCTWORK, EQUIPMENT, ETC., SHALL BE REWORKED AS REQUIRED TO AVOID CONFLICTS WITH THE INSTALLATION OF THE NEW MECHANICAL SYSTEMS. NO EXTRAS WILL BE ALLOWED AFTER BIDDING FOR ANY REWORK OF EXISTING FIELD CONDITIONS TO RESOLVE ANY CONFLICTS OR NOT FULLY UNDERSTANDING THE SCOPE OF THE WORK REQUIRED. EXISTING EQUIPMENT, DUCTWORK, PIPING, ETC., SHALL BE REMOVED AS NOTED ON DRAWINGS AND AS REQUIRED TO MEET SCOPE OF NEW WORK. K. EXISTING INFORMATION IDENTIFIED ON THE CONTRACT DOCUMENTS IS SCHEMATIC ONLY. BE RESPONSIBLE TO PROPERLY ADDRESS EXISTING CONDITIONS FOR A COMPLETE AND PROPER INSTALLATION OF NEW SYSTEMS. EXISTING EQUIPMENT NOT IDENTIFIED SHALL BE REVIEWED AS TO WHETHER THE EQUIPMENT SHALL REMAIN AND BE RECONNECTED TO THE NEW SERVICES, BE RELOCATED, BE ABANDONED, ETC. L. ANY HIDDEN CONDITIONS IDENTIFIED THROUGH THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY REPORTED IN WRITTEN FORM FOR REVIEW AND DIRECTION. OTHERWISE, BE RESPONSIBLE FOR ANY AND REQUIRED CHANGES AND COSTS TO CORRECT SAID HIDDEN CONDITION. M. WORK ON THE ROOF SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE EXISTING ROOFING MANUFACTURER'S RECOMMENDATIONS. ROOF WORK SHALL BE PERFORMED BY CERTIFIED INSTALLERS AS TO MAINTAIN THE EXISTING ROOF WARRANTY. PRIOR TO THE START OF ANY WORK ON THE ROOF, EXISTING ROOF SHALL BE INSPECTED AND CERTIFIED BY THE EXISTING ROOFING MANUFACTURER. ANY DEFICIENCIES WHICH OCCUR BETWEEN THE INITIAL AND FINAL INSPECTIONS SHALL BE CORRECTED AT NO COST TO THE OWNER. CORRECTIVE MEASURES SHALL BE PERFORMED BY CERTIFIED INSTALLERS TO MAINTAIN THE EXISTING ROOF WARRANTY. N. PROVIDE AN APPROVED SURFACE MOUNTED RACEWAY AS REQUIRED FOR INSTALLATION OF NEW THERMOSTATS ON EXISTING WALLS TO CONCEAL CONTROL WIRING. SUBMIT SAMPLE OF RACEWAY FOR REVIEW. COORDINATE ROUTING OF RACEWAYS WITH EXISTING BUILDING CONDITIONS AND ADJUST ROUTING TO AVOID CONFLICTS AND TO MINIMIZE THE AMOUNT OF EXPOSED SURFACE MOUNTED RACEWAY. O. MINIMUM SIZE FOR HOT WATER HEATING SUPPLY AND RETURN PIPING TO BE 3/4". AutoCAD SHX Text 2024 AutoCAD SHX Text C AutoCAD SHX Text COPYRIGHT AutoCAD SHX Text HEALY BENDER PATTON & BEEN ARCHITECTS AutoCAD SHX Text P AutoCAD SHX Text REBAR OR WIRE MESH AutoCAD SHX Text COMPACTED BASE AutoCAD SHX Text PLASTIC ZIP TIES - INSTALLED AT A DISTANCE TO ASSURE TUBE SPACING IS MAINTAINTED AutoCAD SHX Text INSTALL A MINIMUM OF 3/4" OF CONCRETE ABOVE THE TOP OF THE TUBING AutoCAD SHX Text RADIANT TUBING - TUBE DIAMETER AND INCHES ON CENTER SPACING PER THE SCHEDULE AutoCAD SHX Text CONCRETE SLAB AutoCAD SHX Text FLUID CHANNEL AutoCAD SHX Text OXYGEN BARRIER - LAYER OF CHEMICALLY APPLIED EVOH AutoCAD SHX Text TUBING LAYER - CROSS-LINKED POLYETHYLENE TUBING MATERIAL (E-BEAM) AutoCAD SHX Text WALL MOUNTED DIGITAL THERMOSTAT W/ SLAB FEEDBACK AutoCAD SHX Text WIRE THERMOSTAT BACK TO MAIN CONTROLLER AutoCAD SHX Text WIRE SLAB SENSOR BACK TO WALL MOUNTED THERMOSTAT AutoCAD SHX Text SLAB SENSOR (MIN 1" BELOW SURFACE & 1/2 WAY BETWEEN TUBES) AutoCAD SHX Text CONDUIT WITH MINIMUM 1/2" INTERNAL DIAMETER AutoCAD SHX Text TUBING SHALL BE ENCAPSULATED IN A FILL MEDIA. AutoCAD SHX Text RADIANT TUBING - TUBE DIAMETER AND INCHES ON CENTER SPACING PER THE SCHEDULE AutoCAD SHX Text FILL MEDIA AutoCAD SHX Text INSTALL A MINIMUM OF 3/4" OF FILL MEDIA ABOVE THE TOP OF THE TUBING AutoCAD SHX Text GM AutoCAD SHX Text SYMBOLS/ABBREVIATIONS AutoCAD SHX Text T AutoCAD SHX Text S AutoCAD SHX Text H AutoCAD SHX Text T AutoCAD SHX Text S AutoCAD SHX Text T AutoCAD SHX Text T AutoCAD SHX Text HWS MANIFOLD AutoCAD SHX Text HWS MANIFOLD AutoCAD SHX Text HWR MANIFOLD AutoCAD SHX Text HWR MANIFOLD AutoCAD SHX Text INSTALL PER MANUFACTURERS SPECIFICATIONS AutoCAD SHX Text SIDEWALL INSULATION -EXTRUDED POLYSTYRENE INSULATION BOARD AutoCAD SHX Text UNDERFLOOR INSULATION -EXTRUDED POLYSTYRENE INSULATION BOARD AutoCAD SHX Text INSTALL PER MANUFACTURERS SPECIFICATIONS SHEET NO. 02-07-2024 DATE EK DRAWN BY 6-123-35 PROJ. NO. RE VI SI ON S NO . DA TE DE SC RI PT IO N FO R TO W N SH IP G A R A G E R A D IA N T FL O O R H EA TI N G PL A IN FI EL D T O W N SH IP A D M IN IS TR A TI VE O FF IC E B U IL D IN G PL A IN FI EL D , I LL IN O IS PL AI NF IE LD T OW NS HI P PL AI NF IE LD , W ILL C OU NT Y, IL LIN OI S MILLIES ENGINEERING GROUP www.milliesengineeringgroup.com (219) 924-8400 9711 Valparaiso Drive Munster, Indiana 46321 221 N. LaSalle Street Chicago, Illinois 60601 Copyright © 2024 Millies Engineering Group OF 3 MP-3 ME CH AN IC AL A ND P LU MB IN G DE TA ILS A.WORK SHALL COMPLY WITH LOCAL, MUNICIPAL, AND STATE PLUMBING CODES. A.LAYOUT IS DIAGRAMMATIC. INSTALL PIPING AND EQUIPMENT TO MEET ACTUAL FIELD CONDITIONS. REVIEW PROJECT SPECIFICATIONS BEFORE STARTING ANY WORK. SUBMIT SHOP DRAWINGS OF WORK AS PER SPECIFICATIONS. B. COORDINATE PHASING OF WORK AND PROVIDE TEMPORARY PIPING AND SERVICES AS REQUIRED FOR THE IMPLEMENTATION OF WORK WHILE MAINTAINING SERVICES TO PORTIONS OF BUILDING TO REMAIN OCCUPIED. C.FIELD VERIFY IF EXISTING ASBESTOS WILL BE ENCOUNTERED PRIOR TO STARTING ANY WORK. IF ASBESTOS IS PRESENT, THE OWNER WILL PROVIDE FOR THE REMOVAL OF ANY MATERIAL CONTAINING ASBESTOS. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. D.LAYOUT WORK TO AVOID CONFLICTS BETWEEN DUCTWORK, LIGHTING, CEILINGS, PIPING AND BUILDING STRUCTURE. E. SCHEDULE WORK TO AVOID DOWNTIME AND INCONVENIENCE TO OWNER. OWNER'S EXISTING FACILITY SHALL REMAIN IN OPERATION AT TIMES. REQUIRED SHUTDOWN OF EXISTING UTILITIES SHALL BE SCHEDULED WITH OWNER'S OPERATING PERSONNEL. NOTIFY OWNER'S REPRESENTATIVE 48 HOURS IN ADVANCE PRIOR TO ANY SHUTDOWN OF EXISTING PLUMBING SYSTEMS. F. VERIFY LOCATION AND ELEVATION OF PLUMBING EQUIPMENT, FIXTURES, PIPING, PANELS, ETC. EXPOSED WITHIN OCCUPIED SPACES BEFORE THE START OF ANY ROUGH-IN OR INSTALLATION. G.COORDINATE EQUIPMENT ELECTRICAL REQUIREMENTS (VOLTAGES, PHASE, LOAD, ETC.) BEFORE ORDERING ANY EQUIPMENT. H.COORDINATE VENT THROUGH ROOF LOCATIONS WITH OUTDOOR AIR INTAKE LOCATIONS TO MAINTAIN A MINIMUM SEPARATION OF TEN FEET. I. VISIT SITE PRIOR TO BIDDING TO DETERMINE FIELD CONDITIONS. VERIFY EXISTING INTERIOR AND EXTERIOR PLUMBING SYSTEMS TO VERIFY QUANTITIES AND LOCATIONS OF EXISTING SYSTEMS TO DETERMINE EXTENT OF NEW AND DEMOLITION WORK. VERIFY EXISTING INTERIOR AND EXTERIOR STORM AND SANITARY PIPING SYSTEMS AS TO ROUTING, SIZE AND INVERT ELEVATION PRIOR TO ANY INSTALLATION OF NEW AND REMOVAL OF ANY EXISTING. J. COORDINATE NEW INSTALLATIONS WITH EXISTING SYSTEMS. ANY EXISTING CONDUIT, PIPING, DUCTWORK, EQUIPMENT, ETC., SHALL BE REWORKED AS REQUIRED TO AVOID CONFLICTS WITH THE INSTALLATION OF THE NEW PLUMBING SYSTEMS. NO EXTRAS WILL BE ALLOWED AFTER BIDDING FOR ANY REWORK OF EXISTING FIELD CONDITIONS TO RESOLVE ANY CONFLICTS OR NOT FULLY UNDERSTANDING THE SCOPE OF THE WORK REQUIRED. EXISTING EQUIPMENT, FIXTURES AND PIPING, ETC., SHALL BE REMOVED AS NOTED ON DRAWINGS AND AS REQUIRED TO MEET NEW SCOPE OF WORK. K.REMOVE EXISTING EQUIPMENT, FIXTURES, PIPING, ETC. PRESENTLY SERVING AREAS THAT ARE BEING RENOVATED AND THAT ARE NOT REQUIRED TO STAY IN SERVICE. NO EQUIPMENT, FIXTURES, PIPING, SUPPORTS, HANGERS, ETC, IS TO BE LEFT ABANDONED. VERIFY QUANTITY, LOCATION AND ELEVATION OF EXISTING TO BE REMOVED IN FIELD. REMOVE EXISTING ABANDONED EQUIPMENT, FIXTURES AND PIPING IN AREAS THAT ARE TO BE RENOVATED. L. EXISTING INFORMATION IDENTIFIED ON THE CONTRACT DOCUMENTS IS SCHEMATIC ONLY AS AN AID TO THE CONTRACTOR. PROPERLY ADDRESS EXISTING CONDITIONS FOR A COMPLETE AND PROPER INSTALLATION OF NEW SYSTEMS. EXISTING EQUIPMENT NOT IDENTIFIED SHALL BE REPORTED IN WRITTEN FORM FOR REVIEW AS TO WHETHER THE EQUIPMENT SHALL REMAIN AND BE RECONNECTED TO THE NEW SERVICES, BE RELOCATED, BE ABANDONED, ETC. M.ANY HIDDEN CONDITIONS IDENTIFIED THROUGH THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY REPORTED IN WRITTEN FORM FOR REVIEW AND DIRECTION. FAILURE TO DO SO SHALL MAKE THE CONTRACTOR RESPONSIBLE FOR ANY REQUIRED CHANGES AND COSTS TO CORRECT SAID HIDDEN CONDITION. N.NO FIXTURES, EQUIPMENT, PIPING, SUPPORTS, HANGERS, ETC, IS TO BE LEFT ABANDONED. VERIFY QUANTITY, LOCATION AND ELEVATION OF EXISTING TO BE REMOVED IN FIELD. O. EXISTING EQUIPMENT SHALL REMAIN PROPERTY OF THE OWNER AND OWNER SHALL DETERMINE IF CONTRACTOR IS TO STORE EQUIPMENT ON SITE AT OWNER SELECTED LOCATION OR IF CONTRACTOR IS TO ABANDON OR REMOVE EQUIPMENT FROM SITE. P.REMOVED PIPING IS TO BE TERMINATED PROPERLY BACK TO EXISTING MAINS. CAP PIPING WATERTIGHT. PROVIDE ADDITIONAL PIPING AS REQUIRED TO MAINTAIN CONTINUITY OF EXISTING SYSTEMS MODIFIED DUE TO REMOVAL OF PORTION OF SYSTEMS. Q.PATCH EXISTING FLOOR, WALL AND ROOF OPENINGS AND SURROUNDING FINISHES RESULTING FROM REMOVAL OF EXISTING MATERIALS AND EQUIPMENT SO THAT FINISH WILL MATCH EXISTING IN SURROUNDING AREAS. R.PROVIDE FINISHING OF EXISTING FLOOR AND WALL SURFACES AT LOCATIONS AFFECTED BY REMOVAL OF EXISTING MATERIALS AND EQUIPMENT SO THAT NEW FINISH WILL MATCH EXISTING IN SURROUNDING AREAS. S.PROVIDE CUTTING, CORE DRILLING AND PATCHING OF EXISTING FLOOR, WALL AND ROOF CONSTRUCTIONS REQUIRED FOR THE INSTALLATION OF NEW PIPING. SEAL PENETRATIONS THROUGH FLOOR, WALL AND ROOF STRUCTURE WATERTIGHT AND WITH AN APPROVED FIRE STOPPING MATERIAL, INCLUDING APPROVED FIRE RATED SLEEVE. T.PROVIDE CUTTING, TRENCHING AND PATCHING OF EXISTING FLOOR SLAB REQUIRED FOR THE INSTALLATION OF NEW UNDERGROUND PIPING. U.PROVIDE A WATERTIGHT SHEET METAL DRIP PAN OVER ELECTRICAL EQUIPMENT INSTALLED UNDER OR NEAR PIPING SYSTEMS. DRIP PAN TO EXTEND MINIMUM 3" OVER FRONT AND SIDES OF ELECTRICAL EQUIPMENT AND BE PITCHED AT A MINIMUM 30^ ANGLE. SEAL DRIP PAN WATERTIGHT TO WALL. V.PROVIDE ROUGH-IN AND FINAL CONNECTIONS TO PLUMBING EQUIPMENT AND FIXTURES. SET FIXTURES/EQUIPMENT AND FURNISH AND INSTALL NECESSARY FITTINGS, TRAPS, STOPS, ETC. AS REQUIRED. W. PROVIDE ALL ROUGH-IN AND FINAL SERVICES AND CONNECT ALL WATER LINES, WASTE LINES, INDIRECT PIPING, ETC. FOR FIXTURES. PROVIDE ALL VALVES, STOPS, TRAPS, AND PRESSURE REGULATORS NECESSARY TO CONNECT LINES. X. PLUMBING PIPING ROUTING TO BE FIELD COORDINATED WITH NEW AND EXISTING HVAC DUCTWORK, HVAC PIPING, FIRE PROTECTION PIPING, ELECTRICAL AND STRUCTURE TO ENSURE NO CONFLICTS WILL OCCUR DUE TO INTERFERENCE. Y.PIPING, EQUIPMENT, ETC. SHALL NOT BE SUPPORTED FROM THE BOTTOM CHORD OF ENGINEERED JOISTS WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. Z. INVERT ELEVATIONS SHALL BE FIELD COORDINATED WITH FINAL GRADING PLANS TO ENSURE PROPER INSTALLATION. AA.REFER TO ARCHITECTURAL INTERIOR ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF PLUMBING FIXTURES. BB. PROTECT NEW AND EXISTING DRAIN OPENINGS AND SANITARY LINES DURING CONSTRUCTION TO PREVENT BLOCKAGE. ROD-OUT EXISTING SANITARY PIPING. PIPING SHALL BE FREE OF BLOCKAGE. CC.REPAIR AND/OR REPLACE DAMAGED PIPE INSULATION THAT OCCURS AS THE RESULT OF THIS CONSTRUCTION. DD.PRIME AND PAINT EXPOSED PIPING IN FINISHED AREAS IN COLOR AS SELECTED BY OWNERS REPRESENTATIVE. EE. VIDEOTAPE EXISTING SANITARY MAIN TO CONFIRM EXISTING BRANCH SANITARY CONNECTION POINTS, INVERTS AND CONDITION OF PIPING AS REQUIRED TO COMPLETE WORK. PROVIDE REPORT INDICATING CONNECTION POINT LOCATIONS, INVERTS, ANDANY DEFICIENCIES IN EXISTING SANITARY PIPING SYSTEM PRIOR TO STARTING WORK. PLUMBING GENERAL NOTES AutoCAD SHX Text 2024 AutoCAD SHX Text C AutoCAD SHX Text COPYRIGHT AutoCAD SHX Text HEALY BENDER PATTON & BEEN ARCHITECTS EXISTING 120/208V, 3PH 4W, 400A PANEL "PP-1" (9 SPARE, 3 SPACES) EXISTING 120/208V, 3PH 4W, 1200A PANEL "MDP" J 1 B 1 HWP J 1 1 J J J TC PANEL APPROXIMATE LOCATION OF FUTURE REFRIGERANT MANIFOLD. EXTEND CIRCUIT PP-1: #28 FROM NEARBY ZP-2 AND PROVIDE LOCAL DISCONNECTING MEANS AS SHOWN FOR EXTENSION TO FUTURE EQUIPMENT. VERIFY EXACT LOCATION IN FIELD WITH EQUIPMENT INSTALLER AND ARCHITECT PRIOR TO ROUGH-IN. 30 1 ZP 1 2 ZP 1 26 28 28 22 24 EXISTING MDF RACK EXTEND 120V CONNECTION TO ZONE PUMP AND REFRIGERANT MANIFOLD. COORDINATE REQUIREMENTS WITH EQUIPMENT INSTALLER. SHEET NO. 02-07-2024 DATE EK DRAWN BY 6-123-35 PROJ. NO. RE VI SI ON S NO . DA TE DE SC RI PT IO N FO R TO W N SH IP G A R A G E R A D IA N T FL O O R H EA TI N G PL A IN FI EL D T O W N SH IP A D M IN IS TR A TI VE O FF IC E B U IL D IN G PL A IN FI EL D , I LL IN O IS PL AI NF IE LD T OW NS HI P PL AI NF IE LD , W ILL C OU NT Y, IL LIN OI S MILLIES ENGINEERING GROUP www.milliesengineeringgroup.com (219) 924-8400 9711 Valparaiso Drive Munster, Indiana 46321 221 N. LaSalle Street Chicago, Illinois 60601 Copyright © 2024 Millies Engineering Group OF 2 E-1 EL EC TR IC AL F LO OR P LA NS - DE MO LIT IO N & NE W W OR K SHEET NOTES 1. REFER TO MECHANICAL CONNECTION SCHEDULE FOR ADDITIONAL CIRCUITING AND LOAD INFORMATION. GENERAL NOTES 1. ALL NEW EQUIPMENT AND BRANCH CIRCUITRY SHALL BE SURFACE MOUNTED TO THE EXISTING PRECAST WALLS AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text PITCH AutoCAD SHX Text s AutoCAD SHX Text 128 AutoCAD SHX Text 127 AutoCAD SHX Text 130 AutoCAD SHX Text 129 AutoCAD SHX Text 131 AutoCAD SHX Text 126 AutoCAD SHX Text s AutoCAD SHX Text s AutoCAD SHX Text s AutoCAD SHX Text s AutoCAD SHX Text A-115 AutoCAD SHX Text A-116 AutoCAD SHX Text 117 AutoCAD SHX Text 125 AutoCAD SHX Text 124 AutoCAD SHX Text 118 AutoCAD SHX Text 122 AutoCAD SHX Text 120 AutoCAD SHX Text 121 AutoCAD SHX Text 123 AutoCAD SHX Text 132A AutoCAD SHX Text 132B AutoCAD SHX Text 132C AutoCAD SHX Text 132D AutoCAD SHX Text 2024 AutoCAD SHX Text C AutoCAD SHX Text COPYRIGHT AutoCAD SHX Text HEALY BENDER PATTON & BEEN ARCHITECTS AutoCAD SHX Text AREA OF WORK AutoCAD SHX Text KEY PLAN AutoCAD SHX Text NO SCALE AutoCAD SHX Text TRUE NORTH AutoCAD SHX Text WORKING NORTH AutoCAD SHX Text ROOM INDEX AutoCAD SHX Text 124 125 126 131 132 132A 132B 132C 132D AutoCAD SHX Text VESTIBULE BREAK ROOM CORRIDOR MECHANICAL MAINTENANCE TOOL/WELDING ROOM STORAGE STORAGE DISPATCH AutoCAD SHX Text 1/8" = 1'-0" AutoCAD SHX Text ELECTRICAL FLOOR PLAN - NEW WORK POWER AutoCAD SHX Text TRUE NORTH AutoCAD SHX Text WORKING NORTH AutoCAD SHX Text 0 AutoCAD SHX Text 2 AutoCAD SHX Text 4 AutoCAD SHX Text 8 AutoCAD SHX Text 16 AutoCAD SHX Text 24 SHEET NO. 02-07-2024 DATE EK DRAWN BY 6-123-35 PROJ. NO. RE VI SI ON S NO . DA TE DE SC RI PT IO N FO R TO W N SH IP G A R A G E R A D IA N T FL O O R H EA TI N G PL A IN FI EL D T O W N SH IP A D M IN IS TR A TI VE O FF IC E B U IL D IN G PL A IN FI EL D , I LL IN O IS PL AI NF IE LD T OW NS HI P PL AI NF IE LD , W ILL C OU NT Y, IL LIN OI S MILLIES ENGINEERING GROUP www.milliesengineeringgroup.com (219) 924-8400 9711 Valparaiso Drive Munster, Indiana 46321 221 N. LaSalle Street Chicago, Illinois 60601 Copyright © 2024 Millies Engineering Group OF 2 E-2 EL EC TR IC AL D ET AI LS TAG B-1 MECHANICAL EQUIPMENT CONNECTION SCHEDULE DESCRIPTION CONDENSING HOT WATER BOILER WATTS 2400 HP - LOAD MCA - FLA - AMPS 20 MOCP - VOLT 120 PHASE 1 PANEL EX. PP-1 CKT. NO. 22 FUSED SWITCH C/B 25A/1P FEEDER CABLE 2 #10 & 1 #10 GRD. C 3/4" STARTER BY: MC. X EC. - LOCATION - REMARKS - TAG HWP-1 ZP-1 ZP-2 PUMP EQUIPMENT CONNECTION SCHEDULE DESCRIPTION HOT WATER RECIRCULATION PUMP ZONE PUMP - ZONE ONE ZONE PUMP - ZONE TWO LOAD WATTS 1920 696 696 HP 1 1/4 1/4 MOCP - - - VOLT 120 120 120 PHASE 1 1 1 PANEL EX. PP-1 EX. PP-1 EX. PP-1 CKT. NO. 24 26 28 FUSED SWITCH C/B 20A/1P 20A/1P 20A/1P FEEDER CABLE 2 #12 & 1 #12 GRD 2 #12 & 1 #12 GRD 2 #12 & 1 #12 GRD C 3/4" 3/4" 3/4" STARTED BY: MC. X X X EC. - - - LOCATION - - - REMARKS - - - SYMBOL LIST LP-A1 #1 INDICATES NUMBER OF CONDUCTORS IN CONDUIT (CONTRACTOR SHALL VERIFY AND INSTALL ADDITIONAL WHERE REQUIRED) CROSS HATCHED INDICATES NUMBER OF CONDUCTORS (HOT OR SWITCHED LEG, NEUTRAL, GROUND) HOMERUN TO PANEL INDICATING PANEL AND CIRCUIT BREAKER NUMBER WITHIN THE PANEL. CONDUIT EXPOSED ON CEILING, WALL OR BAR JOIST - ROUTED IN NEAT MANNER CONDUIT CONCEALED IN OR BELOW FINISHED FLOOR. CONDUIT CONCEALED ABOVE CEILING OR IN WALL JUNCTION BOX - SIZE AND TYPE AS REQUIRED. EQUIPMENT AND WIRING FLEX CONDUIT CONNECTION ELECTRIC PANELBOARDS. DISCONNECT SWITCH SIZE AND TYPE AS REQUIRED - COORDINATE AMPERE RATING WITH EQUIPMENT SUPPLIER FLEXIBLE CONDUIT - ROUTED IN NEAT MANNER WITHIN CHASE OF CASEWORK. CIRCUIT NO. DESIGNATION PANEL DESIGNATION GROUND CONDUCTOR(S) PHASE CONDUCTOR(S), SWITCH NEUTRAL CONDUCTOR(S) LEG OR GO-BETWEEN ALL CONDUCTORS #12 AWG UNLESS OTHERWISE NOTED KEY TO ELECTRICAL CIRCUIT WIRING NOTES: #1,3,5 PP-1 1. ALL WIRING SHALL BE #12 AWG, UNLESS OTHERWISE NOTED. 2. MINIMUM CONDUIT SIZE SHALL BE 3/4" EXCEPT FOR THREE (3) WIRES OR LESS, OR CONTROL WIRING WITHIN BUILDINGS, WHICH MAY BE 1/2" CONDUIT. 3. 1/2" FLEXSTEEL, GREENFIELD OR SEALITE SHALL BE THE MINIMUM SIZE INSTALLED. X X ELLIPSE TAG REFERENCE TO SHEET NOTES HEXAGON TAG REFERENCE TO EQUIPMENT CONNECTION SCHEDULE SHEET SYMBOLS 120V-20A SPECIFICATION GRADE GROUNDED DUPLEX RECEPTACLE WITH G.F.I. PROTECTION - (MOUNTED 18" A.F.F. OR AS NOTED) (HUBBELL #GF20 OR EQUAL) RECEPTACLES A. WORK SHALL COMPLY WITH LOCAL, STATE AND NATIONAL ELECTRIC CODES, AND ILLINOIS ACCESSIBILITY CODE. B. THE PANEL MUST BE BALANCED UPON COMPLETION OF THE PROJECT TO COMPLY WITH CODE. IN ADDITION, THE DRAWINGS DO NOT IDENTIFY THE TYPES OF CIRCUIT BREAKERS TO BE USED (SUCH AS GFCI, HACR, SHUNT TRIP UNITS, ETC.) NOR DO THEY IDENTIFY CIRCUIT BREAKERS REQUIRED. (SUCH AS C/B'S FEEDING SURGE PROTECTION UNITS). REFER TO THE REST OF THE DRAWINGS AND THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND DETAILED INFORMATION. C. COORDINATE EQUIPMENT ELECTRICAL REQUIREMENTS (VOLTAGES, PHASE, LOAD, ETC.) TO AVOID CONFLICTS. D. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR ADDITIONAL ELECTRICAL INFORMATION AND REQUIREMENTS. DEVICE MOUNTING HEIGHTS AND LOCATIONS SHALL CONFORM TO THE LATEST AMERICANS WITH DISABILITIES FEDERAL STANDARDS (OR LATEST ILLINOIS ACCESSIBILITY CODE). E. REFER TO THE PLANS FOR ADDITIONAL ELECTRICAL WORK AND REQUIREMENTS. FURNISH, INSTALL AND LOCATE DISCONNECT SWITCHES AT EQUIPMENT/MOTOR LOCATION, AS REQUIRED, AND IN ACCORDANCE WITH CODE. IF THE WORK OF OTHER TRADES CAUSES A LOSS OF CONTINUITY OF THE EXISTING ELECTRICAL DISTRIBUTION, GROUNDING SYSTEM OR CIRCUITRY, IT SHALL BE RECONNECTED OR REPAIRED AT NO ADDITIONAL COST. F. FIELD VERIFY IF EXISTING ASBESTOS WILL BE ENCOUNTERED PRIOR TO STARTING WORK. IF ASBESTOS IS PRESENT, THE OWNER WILL PROVIDE FOR THE REMOVAL OF MATERIAL CONTAINING ASBESTOS. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS G. COORDINATE PHASING OF WORK AND PROVIDE TEMPORARY POWER AND SERVICES AS REQUIRED FOR THE IMPLEMENTATION OF WORK WHILE MAINTAINING SERVICES TO PORTIONS OF BUILDING TO REMAIN OCCUPIED. H. SCHEDULE WORK TO AVOID DOWNTIME AND INCONVENIENCE TO OWNER. OWNER'S EXISTING FACILITY SHALL REMAIN IN OPERATION WITH NO DOWNTIME, INCLUDING F/A AND OTHER SPECIAL SYSTEMS, ELECTRICAL POWER DISTRIBUTION, ETC. REQUIRED SHUTDOWN OF EXISTING FACILITY UTILITIES SHALL BE SCHEDULED WITH OWNER'S OPERATING PERSONNEL. I. LAYOUT IS DIAGRAMMATIC AND INSTALL DEVICES, CONDUIT AND EQUIPMENT TO MEET ACTUAL FIELD CONDITIONS. REVIEW PROJECT SPECIFICATIONS BEFORE STARTING WORK AND SUBMIT COMPLETE SHOP DRAWINGS AS PER SPECIFICATIONS. J. VISIT SITE PRIOR TO BID TO DETERMINE AND VERIFY EXISTING INTERIOR AND EXTERIOR ELECTRICAL SYSTEMS TO VERIFY QUANTITIES AND LOCATIONS OF EXISTING SYSTEMS TO DETERMINE FULL EXTENT OF WORK. INCLUDE THE NECESSARY MODIFICATIONS TO THE EXISTING CONDITIONS (INCLUDING CEILINGS, WALLS, FLOORS, PIPES, CONDUIT, ROOF WORK, ETC.) AS REQUIRED, TO ALLOW FOR PROPER INSTALLATION OF WORK. ADJUST INSTALLATIONS TO MEET FIELD CONDITIONS AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. NO EXTRAS WILL BE ALLOWED AFTER BIDDING FOR REWORK OF EXISTING FIELD CONDITIONS TO RESOLVE CONFLICTS OR NOT FULLY UNDERSTANDING THE SCOPE OF THE WORK REQUIRED. EXISTING EQUIPMENT, CONDUIT, PIPING, ETC. SHALL BE REMOVED AS NOTED ON DRAWINGS AND AS REQUIRED TO MEET NEW SCOPE OF WORK. K. HIDDEN CONDITIONS IDENTIFIED THROUGH THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO ATTENTION IN WRITTEN FORM FOR REVIEW AND DIRECTION. FAILURE TO DO SO SHALL REQUIRE THE CHANGES AND COSTS TO CORRECT SAID HIDDEN CONDITION TO BE COMPLETED AT NO COST. EXISTING EQUIPMENT NOT IDENTIFIED SHALL BE BROUGHT TO ATTENTION FOR REVIEW AS TO WHETHER THE EQUIPMENT SHALL REMAIN AND BE RECONNECTED TO THE NEW SERVICES, BE RELOCATED, BE ABANDONED, ETC. L. REMOVE AND REINSTALL EXISTING CEILINGS NOT BEING REPLACED (INCLUDING LIGHTS, MOTION SENSORS, FIRE ALARM DEVICES AND OTHER ELECTRICAL DEVICES AS REQUIRED.) WHERE NECESSARY TO PERFORM WORK. THIS ALSO INCLUDES EXISTING CEILINGS OF PLASTER, DRYWALL, ETC. COORDINATE WORK IN CEILING SPACE SO AS TO MINIMIZE THE AMOUNT OF CEILINGS WHICH MUST BE REMOVED AND REINSTALLED. REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS IN ORDER TO FULLY UNDERSTAND AND INCLUDE CEILING WORK NECESSARY FOR WORK ON THE PROJECT. WHEN THE WORK IS COMPLETED IN THE SPACE, REINSTALL OR PATCH EXISTING CEILINGS, REINSTALL DEVICES AND EQUIPMENT AND REPAIR DAMAGE AS REQUIRED TO COMPLETELY MATCH EXISTING CONDITIONS. REPAIR OR REPLACE DAMAGE CAUSED TO EXISTING CEILING AREAS. M. REMOVE EXISTING CONSTRUCTION AS REQUIRED AT EXISTING WALLS, FLOORS, PIPE CHASES, SURFACES, FINISHES, ETC. WHICH ARE AFFECTED. REPAIR EXISTING SURFACES AFFECTED, TO MATCH EXISTING SURFACE OF EQUAL OR BETTER QUALITY TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. N. COORDINATE NEW INSTALLATIONS WITH EXISTING SYSTEMS. RELOCATE EXISTING LIGHTING, CONDUIT, EQUIPMENT, ETC., AS NECESSARY FOR NEW INSTALLATIONS. O. PROVIDE NEW PANEL DIRECTORIES IN EXISTING MODIFIED PANELBOARDS AND NEW PANELBOARDS TO CORRECTLY IDENTIFY EXISTING AND NEW LOADS. FINAL DIRECTORIES SHALL BE TYPE WRITTEN. P. WHERE INDICATED ON THE DRAWINGS IN UNFINISHED SPACES, RUN EXPOSED RACEWAYS PARALLEL WITH OR AT RIGHT ANGLES TO WALL. Q. NO RACEWAYS SHALL BE INSTALLED WITHIN 6" OF STEAM, HOT WATER PIPES OR SIMILAR HEAT PRODUCING APPLIANCES. R. PROVIDE PULL WIRE IN EACH RACEWAY IN WHICH WIRING IS NOT INSTALLED. S. COVERS OF JUNCTION OR PULL BOXES SHALL BE ACCESSIBLE AND IDENTIFIED PER SPECIFICATIONS. JUNCTION OR PULL BOXES AND THE LIKE SHALL BE INDEPENDENTLY SUPPORTED TO BUILDING STRUCTURE WITH NO WEIGHT BEARING ON RACEWAYS. T. WIRE COLOR CODING SHALL BE COORDINATED THROUGHOUT THE ENTIRE PROJECT/BUILDING FOR NEW AND EXISTING SYSTEMS. U. IF MORE THAN THREE (3) PHASE (UNGROUNDED) CONDUCTORS ARE RUN IN THE SAME RACEWAY, CONDUCTOR AMPACITY SHALL BE DERATED IN ACCORDANCE WITH NEC ARTICLE 310. V. CONDUIT, EQUIPMENT, ETC. SHALL NOT BE SUPPORTED FROM THE BOTTOM CHORD OF ENGINEERED JOISTS WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. CONDUITS, ROUTED THROUGH AREAS WITH NO CEILING, SHALL BE ROUTED WITHIN THE WEBBING OF THE JOISTS AND SHALL NOT BE ROUTED BELOW THE BOTTOM CHORD OF THE JOIST. W. VERIFY EXISTING AND NEW MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS PRIOR TO START OF NEW CONSTRUCTION. COORDINATE AND ADJUST NEW WORK AS REQUIRED TO AVOID CONFLICTS WITH EXISTING SERVICES AND NEW SERVICES PROVIDED. X. WIRING DEVICES SHOWN BACK-TO-BACK IN WALLS SHALL BE SEPARATED BY 8" MINIMUM. Y. UNLESS OTHERWISE NOTED, DEVICE ELEVATIONS REFER TO CENTER LINE OF JUNCTION BOX. VERIFY JUNCTION BOX LOCATIONS WITH FINAL EQUIPMENT LAYOUT PRIOR TO ROUGHING IN SAME. Z. FURNISH AND INSTALL A GREEN GROUND WIRE IN POWER CONDUITS (NOT LIGHTING). DEVICES, EQUIPMENT, FIXTURES AND THE LIKE, MUST BE GROUNDED. MECHANICAL/ELECTRICAL BONDS OF THE METALLIC RACEWAY SYSTEM SHALL BE MAINTAINED. AA. REWORK EXISTING ELECTRICAL FEEDERS, CONDUIT AND LOW VOLTAGE WIRING AS REQUIRED FOR INSTALLATION OF NEW STRUCTURAL COMPONENTS REQUIRED TO SUPPORT NEW MOUNTED EQUIPMENT. FURNISH AND INSTALL REQUIRED CONDUIT, WIRING AND SPLICE BOXES TO MAINTAIN CONTINUITY. AB. SINGLE POLE CIRCUITS SHALL HAVE SEPARATE INDEPENDENT NEUTRAL CONDUCTORS (NON-NETWORKED), WHICH (PER CODE) ARE CONSIDERED CURRENT CARRYING CONDUCTORS. THEREFORE, IF MORE THAN THREE (3) CURRENT CARRYING CONDUCTORS ARE RUN IN THE SAME RACEWAY, CONDUCTOR AMPACITY SHALL BE DERATED IN ACCORDANCE WITH NEC ARTICLE 310. AS SUCH, MULTIPLE BRANCH CIRCUIT HOME RUNS SHALL, AT A MINIMUM, UTILIZE #10 AWG CONDUCTORS TO COMPLY WITH REQUIREMENTS HEREIN. COORDINATE REQUIREMENTS IN FIELD WITH SPECIFIC HOME RUN CONFIGURATION AND NEC 2008. AC. PRIOR TO THE START OF WORK AND THE ORDERING OF EQUIPMENT, CONTRACTOR SHALL CAREFULLY MEASURE AND VERIFY THE VOLTAGE, PHASE AND WIRING CONFIGURATION OF EXISTING PANELS AND EXISTING GEAR THAT ARE PART OF WORK AND SHALL CAREFULLY VERIFY THAT ELECTRICAL CONNECTIONS, GEAR AND EQUIPMENT HAVE BEEN CAREFULLY COORDINATED TO ELIMINATE CONFLICTS. COORDINATE WITH OTHER TRADES AS REQUIRED TO ELIMINATE ELECTRICAL CONFLICTS PRIOR TO START OF WORK. GENERAL NOTES PHASEPH EXISTING DEVICE TO BE REMOVED GROUND FAULT INTERRUPTING PROTECTION GRC KVA J HP FS GFI G ER F EX FUSIBLE SWITCH GALVANIZED RIGID CONDUIT HORSEPOWER JUNCTION BOX KILOVOLT AMPERE EXISTING DEVICE TO REMAIN FUSE GROUND VERIFY IN FIELD FURNISH AND INSTALL WEATHERPROOF TYPE DEVICE UNLESS OTHERWISE NOTED REMOVE AND RELOCATE EXISTING DEVICE VIF F&I WP W TYP V UON SW RR WATTS SWITCH VOLTS TYPICAL ELECTRICAL ABBREVIATIONS BRKR ELEC CKT DISTR AFG EMT EM EF C CH AC AFF A ABOVE FINISHED GRADE AIR CONDITIONING ABOVE FINISHED FLOOR CABINET HEATER DISTRIBUTION EXHAUST FAN ELECTRICAL EMERGENCY ELECTRICAL METALLIC TUBING CIRCUIT BREAKER CONDUIT AMPS NEW LOCATION OF EXISTING RELOCATED DEVICE NOT IN CONTRACT NOT TO SCALE KW KILOWATTS NIC O/C PNL P NTS NL NE MTD MECH ON CENTER POLE PANEL NIGHTLIGHT MOUNTED MECHANICAL ABBREVIATIONS USED ON DRAWINGS IN GENERAL ARE LISTED BELOW. REFER TO CSI SECTION 01420 FOR ANY ABBREVIATIONS LISTED ON THE DRAWINGS BUT ARE NOT LISTED BELOW. NOTE: WG WIRE GUARD DUPLEX DATA OUTLET - WITH 3/4" CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE WITH INSULATED BUSHING - MOUNTED 18" A.F.F. WHEN MOUNTED ADJACENT TO AN ELECTRICAL RECEPTACLE OR AS NOTED. PROVIDE 3/4" CONDUIT THROUGH ALL EXPOSED CEILING AREAS. PROVIDE CAT-6 PLENUM CABLE, FROM EACH JACK, TO MDF LOCATION INDICATED ON PLANS. TERMINATE WITH RJ-45 JACK. TEST AND LEAVE 10' SLACK LENGTH. COMMUNICATIONS AutoCAD SHX Text 2024 AutoCAD SHX Text C AutoCAD SHX Text COPYRIGHT AutoCAD SHX Text HEALY BENDER PATTON & BEEN ARCHITECTS AutoCAD SHX Text J AutoCAD SHX Text 1