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HomeMy WebLinkAboutPLANS Remodel 561 Big Thompson Ave 2021-03-11THE BUILDING SHALL BE IN COMPLIANCE WITH THE MOST RECENT VERSION OF THE FOLLOWING CODES: PROJECT CODE INFORMATION 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2020 NATIONAL ELECTRICAL CODE 2009 AMERICANS WITH DISABILITIES ACT (ADA) O.S.H.A 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL EXISTING BUILDING CODE OCCUPANCY CLASS OCCUPANCY CLASS MERCANTILE SECTION M NOTES CONVENIENCE STORE SQUARE FOOTAGE OCC.SQ. FT.SECTION 192 NOTES% OF AREA 8% TOTAL 2,221 100% CONSTRUCTION TYPE TYPE STRUCTURAL FRAME BEARING WALLS (EXT) SECTION VB NOTESRATING BEARING WALLS (INT) NON-BEARING WALLS (EXT) FLOOR CONSTRUCTION NON-BEARING WALLS (INT) FIRE PROTECTION SYSTEMS ELEMENT REQUIRED SPRINKLER SYSTEM SECTION NO NOTESPROVIDED NO ELEMENT AREA REMODEL M PORT. FIRE EXTINGUISHERS YES YES FIRE ALARM & DETECTION NO NO - - - - - - - EXISTING VERIFY W/ LOCAL CODE UNDER 500 OCCUPANTS IBC-309 IBC CHAP. 5 IBC TABLE 601 IBC-903 IBC-906 IBC-907 PLUMBING FIXTURES FIXTURE REQUIRED WATER CLOSETS LAVATORIES SECTION 1 BATHTUBS / SHOWERS DRINKING FOUNTAINS SERVICE SINK OCCUPANTS 24 1 NONE 1 PER 1000 1 EXCEPT. IPC 410.4 REST. PROVIDES WATER DISP. IPC-403.1 AREA OF WORK EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING SEPARATE FACILITIES SHALL NOT BE REQUIRED IN MERCANTILE OCCUPANCIES IN WHICH THE MAXIMUM OCCUPANT LOAD IS 100 OR FEWER EXISTING BUILDING INFO AREA TYPE EXISTING / RENOVATION SECTION ALTERATION LEVEL 2 NOTES RENOVATION OF EXISTING BUILDING SCHRADER OIL (M) IEBC-801.3 PROVIDED 3 2,029UNALTERED M 2 0 1 92% EG AMERICA (M) 2,221 SF AREA OF WORK PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:17 PM 12322-034 G001 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C CO V E R S H E E T 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 VICINITY PLAN KEY PLAN TRUENORTH INDEX OF DRAWINGS SHEET NO. DESCRIPTION RE V # 1 - 0 3 / 0 5 / 2 1 COVER G001 COVER SHEET X G002 EGRESS PLAN X G003 SYMBOLS AND ABBREVIATIONS G004 ACCESSIBILITY STANDARDS G005 RESPONSIBILITY SCHEDULE DEMOLITION D100 DEMOLITION PLAN X ARCHITECTURAL A150 FIXTURE PLAN X A151 EQUIPMENT SCHEDULE X A160 CASEWORK PLAN & DETAILS X PLUMBING P001 PLUMBING SPECIFICATIONS P110 SANITARY PIPING PLAN REFRIGERATION R100 REFRIGERATION PLAN AND SCHEDULES ELECTRICAL E001 ELECTRICAL SPECIFICATIONS E110 POWER PLAN X E501 ELECTRICAL DETAILS X E600 ONE LINE, PANEL SCHEDULES X SCOPE OF WORK GENERAL DEMOLITION, RELOCATION AND INSTALLATION OF NEW CONVENIENCE EQUIPMENT FOR FOOD SERVICE. CASEWORK AND UTILITY UPDATES AS REQUIRED TO ACCOMMODATE. CIVIL / SITE INSTALLATION OF NEW ENCLOSURE FOR CO2 SCREENING. ARCHITECTURAL DEMO AND INSTALLATION OF NEW EQUIPMENT. DEMO EXISTING AND INSTALLATION OF NEW CASEWORK. MECHANICAL NEW EXHAUST FAN OVER OVENS. ELECTRICAL PROVIDE NEW/MODIFY POWER TO NEW CONVENIENCE EQUIPMENT AND RELOCATED EQUIPMENT. INSTALL NEW POWER AS REQUIRED FOR NEW CONDENSING UNITS PLUMBING INSTALL NEW/MODIFY EXISTING SANITARY AND WATER SUPPLY TO NEW AND RELOCATED EQUIPMENT. INSTALL NEW WATER FILTER SYSTEM. INSTALL NEW CONDENSING UNITS AS REQUIRED FOR NEW DRINK EQUIPMENT PROJECT DIRECTORY PROJECT ADDRESS ARCHITECT 561 BIG THOMPSON AVE., ESTES PARK, CO 80517 LARSON DESIGN GROUP ARCHITECT: ROBERT J. GEHR, AIA, NCARB CONTACT PROJECT MANAGER: BRENT DRESSLER 1000 COMMERCE PARK DR. SUITE 201 WILLIAMSPORT, PA 17701 TEL: 570-323-6603 FAX: 570-323-9902 ELECTRICAL ENGINEER KEITH ISNER, PE CONTACT PROJECT MANAGER: BRENT DRESSLER 1000 COMMERCE PARK DR. SUITE 201 WILLIAMSPORT, PA 17701 TEL: 570-323-6603 FAX: 570-323-9902 PLUMBING ENGINEER JEFF RIGGS, PE CONTACT PROJECT MANAGER: BRENT DRESSLER 1000 COMMERCE PARK DR. SUITE 201 WILLIAMSPORT, PA 17701 TEL: 570-323-6603 FAX: 570-323-9902 561 BIG THOMPSON AVE., ESTES PARK, CO 80517 EG AMERICA STORE #750828 561 BIG THOMPSON AVE., ESTES PARK STEAMER DR B I G T H O M P S O N A V E TRUE NORTH 0 2/12/21 ORIGINAL PERMIT SUBMISSION MS RG 1 3/05/21 CLIENT'S UPDATES MS/JM RG/KI 1 1 1 03/08/2021 2.4" 0.212 34" 170 A EX. EM EXIT SIGN EX. EM EXIT SIGN B 2.4" 0.212 34" 170 WALK-IN COOLER BOH OFFICE SALES CHECKOUT WOMEN'S RESTROOM MEN'S RESTROOM 1 EX. EM LIGHT EX. EM LIGHT EGRESS PLAN LEGEND 10" 0.250 34" 170 PROVIDED CLEAR OPENING WIDTH WIDTH PER OCCUPANT LOAD FACTOR (1005.1) REQUIRED OPENING WIDTH OCCUPANT LOAD ATTRIBUTED TO EXIT TRAVEL ROUTE FROM SPACE TO EXIT EXIT DOOR WITH PANIC HARDWARE & TACTILE SIGNAGE OPENING CAPACITY FIRE EXTINGUISHERFE MEANS OF EGRESS DOORS 36" MINIMUM 44" MIN AT STOCKROOM AISLE (NON-SPRINKLERED)TRAVEL DISTANCE ELEMENT REQUIRED PROVIDEDNOTES 75 FT MAX 0.20" PER OCCUPANT FOR EACH MEANS OF EGRESS REQUIRED 4.8" 1-49 OCCUPANTS = 1 EXITTOTAL EXITS 1 EXIT EGRESS MAY PASS THROUGH RECEIVING AREAS AND STOCKROOMS IN M OCCUPANCIES (VERIFY W/ LOCAL CODE) EXIT ACCESS INTERVENING SPACES 68" 2 EXITS PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:20 PM 12322-034 G002 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C EG R E S S P L A N 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 OCCUPANCY IBC TABLE 1004.1.1 OCCUPANCY S.F. TYPE S.F.PER PERSON S.F UNIT KITCHEN, COMMERCIAL 200 GROSS BUSINESS 100 GROSS MERCANTILE 60 GROSS STORAGE 300 GROSS UNOCCUPIED 0 EGRESS PATHS EXIT PATH EXIT PATH DISTANCE 'A' 'B' TOTAL PATH LENGTH - 73'-7" TOTAL PATH LENGTH - 49'-2" KEYED NOTES 1 G.C. TO FURNISH & INSTALL NEW FIRE EXTINGUISHERS AS REQ'D BY LOCAL CODES. WHEN MOUNTING ADJACENT TO DOOR OPENING, MAINTAIN 12" CLEAR TO DOOR OPENING FOR ADA COMPLIANCE. FINAL LOCATION, MOUNTING HEIGHT, & QUANTITY BY FIRE INSPECTOR. G.C. TO VERIFY FIRE MARSHALL REQUIREMENTS FOR INSPECTION & TAGGING. SCALE: 1/4" = 1'-0"G002 1 EGRESS PLAN X OCCUPANT LOAD - EG AMERICA NAME AREA OCCUPANCY SF PERSON PERSONS BUSINESS OFFICE 34 SF BUSINESS 100 1 CHECKOUT 109 SF BUSINESS 100 2 KITCHEN, COMMERCIAL BOH 283 SF KITCHEN, COMMERCIAL 200 2 MERCHANTILE SALES 1060 SF MERCHANTILE 60 18 STORAGE WALK-IN COOLER 230 SF STORAGE 300 1 UNOCCUPIED WOMEN'S RESTROOM 125 SF UNOCCUPIED 0 MEN'S RESTROOM 119 SF UNOCCUPIED 0 1961 SF 24TOTALS (NET SQUARE FOOTAGE) GENERAL NOTES A. G.C. TO PROVIDE SIGNAGE FOR EVERY ROOM OR SPACE IN THE ASSEMBLY OCCUPANCIES SHOWING THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAYS. COORDINATE WITH LOCAL INSPECTOR. B. ALL EGRESS DOORS SHALL BE EQUIPPED WITH PANIC HARDWARE, OR WILL NOT BE PROVIDED WITH A LOCK OR LATCH. C. ALL REQUIRED EXIT DOORS TO HAVE EMERGENCY LIGHTING AND EXIT SIGNS. 0 2/12/21 ORIGINAL PERMIT SUBMISSION MS RG 03/08/2021 SYMBOLS WALL LEGENDHATCH PATTERNS ACOUSTIC TILE ASPHALT ROOFING INSULATION CONCRETE (CAST-IN-PLACE OR PRECAST) CONCRETE MASONRY EARTH OR BACKFILL CONCRETE (FINISHED) BRICK FINISH WOOD GLASS RIGID INSULATION WOOD STEEL PLYWOOD GRANULAR SUBBASE FIRE RATINGS EXISTING OR NEW LOW WALL ASSEMBLY NEW STUD WALL ASSEMBLY DEMOLISHED WALL OR BULKHEAD ABOVE 1-HOUR FIRE RATED ASSEMBLY 2-HOUR FIRE RATED ASSEMBLY 3-HOUR FIRE RATED ASSEMBLY 4-HOUR FIRE RATED ASSEMBLY 1 0 A0.0 0 A0.0 CALLOUT BUBBLE SECTION & DETAIL MARKER KEY NOTE A WINDOW TAG 100 DOOR TAG 1 DEMO KEY NOTE REVISION NOTE & CLOUD 1 COLUMN GRID TAG 1 WALL TAG D AC B A0.0 0 EXTERIOR ELEVATION MARKER INTERIOR ELEVATION MARKER DRAWING NUMBER SHEET NUMBER ROOM NAME 00 ROOM NAME & NUMBER FIRST FLOOR 100.00' FLOOR ELEVATION TAG 0 A0.0 1 PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:21 PM 12322-034 G003 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C SY M B O L S A N D A B B R E V I A T I O N S 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 @ AT & AND A AMPERE, COMPRESSED AIR A/C AIR CONDITIONING AB ANCHOR BOLT ABAN ABANDON(ED) ABT ABOUT ABUT ABUTMENT ABV ABOVE AC ALTERNATING CURRENT ACC ACCESSIBLE ACI AMERICAN CONCRETE INSTITUTE ACS ACCESS ACT ACOUSTICAL CEILING TILE ADDL ADDITIONAL ADDM ADDENDUM ADH ADHESIVE ADJ ADJACENT, ADJUSTABLE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AGGR AGGREGATE AHD AHEAD AHU AIR HANDLING UNIT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ALUM ALUMINUM AMER STD AMERICAN STANDARD ANC ANCHOR, ANCHORAGE ANOD ANODIZED APPD APPROVED APPROX APPROXIMATE APPV APPROVE ARCH ARCHITECT, ARCHITECTURAL ARR ARRANGEMENT ASAP AS SOON AS POSSIBLE ASSY ASSEMBLY ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS AUTO AUTOMATIC AUX AUXILIARY AVG AVERAGE AWG AMERICAN WIRE GAGE AWS AMERICAN WELDING SOCIETY AZ AZIMUTH B/B BACK TO BACK BC BOLT CIRCLE BD BOARD BFILL BACK FILL BITUM BITUMINOUS BK BACK BL BASE LINE, BUILDING LINE BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM, BENCH MARK BOC BOTTOM OF CURB BOD BOTTOM OF DUCT BOF BOTTOM OF FOOTING BOP BOTTOM OF PIPE BOS BOTTOM OF STEEL BOT BOTTOM BOW BOTTOM OF WALL BP BASE PLATE BRCG BRACING BRG BEARING BRG PL BEARING PLATE BRK BRICK BRKT BRACKET BS BOTH SIDES BSMT BASEMENT BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT PER HOUR BTWN BETWEEN BVL BEVELED A B C C TO C CENTER TO CENTER CANTIL CANTILEVER CAP CAPACITY CB CATCH BASIN CBORE COUNTERBORE CC CUBIC CENTIMETER CCTV CLOSED CIRCUIT TELEVISION CLSM CONTROLLED LOW STRENGTH MATERIAL CEM CEMENT CER CERAMIC CERTS CERTIFICATES CFM CUBIC FOOT (FEET) PER MINUTE CFS CUBIC FOOT (FEET) PER SECOND CG CENTER OF GRAVITY CHFR CHAMFER CHKD CHECKED, CHECKERED CLG HT CEILING HEIGHT CI CAST IRON CIP CAST-IN-PLACE, CAST IRON PIPE CJ CONSTRUCTION JOINT CL CENTER LINE CLG CEILING CLJ CONTROL JOINT CLO CLOSET CLR CLEAR, CLEARANCE CLWG CLEAR WIRE GLASS CM CENTIMETER CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO CLEAR OPENING COL COLUMN CONC CONCRETE CONF CONFERENCE CONN CONNECTION, CONNECTOR CONSTR CONSTRUCTION CONT CONTINUE, CONTINUATION, CONTINUOUS COORD COORDINATE CORP CORPORATE, CORPORATION CORR CORRIDOR, CORRUGATED CPT CARPET CRS COLD ROLLED STEEL CS CARBON STEEL CSK COUNTERSINK CSMT CASEMENT CTB CERAMIC TILE BASE CTF CERAMIC TILE FLOOR CTJ CONTRACTION JOINT CTR CENTER CTW CERAMIC TILE WAINSCOT CTWALK CATWALK CU COPPER CU IN CUBIC INCH CU FT CUBIC FEET CU M CUBIC METER CU MM CUBIC MILLIMETER CUB CUBICLE CU YD CUBIC YARD CYL CYLINDER D DEEP, DEPTH, PENNY(NAIL) DB DRY BULB DBL DOUBLE DC DIRECT CURRENT DDC DIRECT DIGITAL CONTROL DEG DEGREE DEMO DEMOLISH. DEMOLITION DET DETAIL DF DRINKING FOUNTAIN DFT DRY FILM THICKNESS DH DOUBLE HUNG DIA DIAMETER DIAG DIAGONAL, DIAGRAM DIFF DIFFERENCE DIM DIMENSION DL DEAD LOAD DMPR DAMPER DN DOWN DOM DOMESTIC DP DEW POINT DR DOOR DS DISCONNECT SWITCH, DOWNSPOUT DWG DRAWING E EAST EA EACH EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR EER ENERGY EFFICIENCY RATIO EF EACH FACE EFF EFFICIENCY EJ EXPANSION JOINT EL EACH LAYER, ELEVATION ELEC ELECTRIC/ELECTRICAL ELEV ELEVATOR EMB EMBANKMENT EMBED EMBEDMENT EMER EMERGENCY EMT ELECTRICAL METALLIC TUBING ENCL ENCLOSURE EOD EDGE OF DECK EOS EDGE OF SLAB EQ EQUAL EQL SP EQUALLY SPACED EQUIP EQUIPMENT ERV ENERGY RECOVERY VENTILATOR ES EACH SIDE, EDGE OF SHOULDER, ELECTROSTATIC ESP EXTERNAL STATIC PRESSURE EVAP EVAPORATOR EW EACH WAY EWC ELECTRIC WATER COOLER EXC EXCAVATE EXP EXPANSION EXIST EXISTING EXT EXTERNAL, EXTERIOR EXT GR EXTERIOR GRADE D FA FIRE ALARM FB FLAT BAR FC BRK FACE BRICK FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDMPR FIRE DAMPER FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF EL FINISHED FLOOR ELEVATION FGL FIBERGLASS FIN FINISHED FIN FLR FINISHED FLOOR FL FLOOR LINE FLA FULL LOAD AMPS FLG FLANGE, FLOORING FLJ FLOOR JOIST FLR FLOOR FLR PL FLOOR PLATE FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUDS FPM FOOT (FEET) PER MINUTE FPS FOOT (FEET) PER SECOND FR FRAME FRP FIBER REINFORCED PLASTIC FS FAR SIDE, FEDERAL SPECIFICATION FT FOOT (FEET) FTG FOOTING FVNR FULL VOLTAGE NoN-REVERSING FVR FULL VOLTAGE REVERSING G GIRDER, GROUND, GROUND WIRE, NATURAL GAS GA GAUGE OR GAGE GAB GRADED AGGREGATE BASE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GF GROUND FACE GFCI/GFI GROUND FAULT CIRCUIT INTERRUPTION GL GIRT LINE, GLASS GROUND LEVEL GND GROUND GOVT GOVERNMENT GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GPS GALLONS PER SECOND GR GRADE GR BM GRADE BEAM GRTG GRATING GT GIRDER TRUSS, GROUT GWB GYPSUM WALLBOARD GWR GLYCOL WATER RETURN GWS GLYCOL WATER SUPPLY H HIGH HC HOLLOW CORE HCA HEADED CONCRETE ANCHOR HDR HEADER HDW HARDWARE HDWD HARDWOOD HEX HEXAGONAL HEX HD HEXAGONAL HEAD HG HOT GAS, HEAT GAIN, MERCURY HGR HANGER HK HOOK HM HOLLOW METAL HORIZ HORIZONTAL HP HORSE POWER HPS HIGH PRESSURE SODIUM HPT HIGH POINT HS HIGH STRENGTH HSB HIGH STRENGTH BOLT HSS HOLLOW STRUCTURAL SHAPE HT HEIGHT HVAC HEATING, VENTILATION AND AIR CONDITIONING HVY HEAVY HW HOT WATER HWR HOT WATER RETURN HWS HOT WATER SUPPLY HWY HIGHWAY HZ HERTZ IBC INTERNATIONAL BUILDING CODE IBO INSTALLED BY OTHERS ID INSIDE DIAMETER IE THAT IS IF INSIDE FACE IJ ISOLATION JOINT IN INCH INC INCORPORATED, INCREASE INCL INCLUDE INFO INFORMATION INSUL INSULATE/INSULATION INTMD INTERMEDIATE INT INTERIOR IPS IRON PIPE SIZE IR INSIDE RADIUS J-BOX JUNCTION BOX JAN CLO JANITOR'S CLOSET JST JOIST JT JOINT K KIP (THOUSAND POUNDS) KB KNEE BRACE KFT THOUSAND FT POUNDS KLF KIPS PER LINEAR FOOT KO KNOCK OUT KPL KICK PLATE KSI KIPS PER SQUARE INCH KV KILOVOLT KVA KILOVOLT-AMPERE KVAR KILOVAR KW KILOWATT H L LEFT LAD LADDER LAM LAMINATE LAV LAVATORY LBS POUNDS LF LINEAR FEET LG LENGTH LH LEFT HAND LL LIVE LOAD LLBB LONG LEG BACK TO BACK LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDE, LONGITUDINAL LPCR LOW PRESSURE CONDENSATE RETURN LPS LOW PRESSURE STEAM LPT LOW POINT LS LUMP SUM LVL LAMINATED VENEER LUMBER, LEVEL LVR LOUVER LWC LIGHTWEIGHT CONCRETE LWIC LIGHTWEIGHT INSULATING CONCRETE MAINT MAINTENANCE MAS MASONRY MATL MATERIAL MAX MAXIMUM MBTUH THOUSAND BRITISH THERMAL UNITS PER HOUR MC MECHANICAL CONTRACTOR MOMENT CONNECTION MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MEZZ MEZZANINE MFD MANUFACTURED MFR MANUFACTURER MH MANHOLE MI MALLEABLE IRON, MILE MIL ONE THOUSANDTH INCH MIN MINIMUM MISC MISCELLANEOUS MLDG MOLDING, MOULDING MLO MAIN LUGS ONLY MM MILLIMETER MO MASONRY OPENING MR MOISTURE RESISTANT MTD MOUNTED MTL METAL MV MERCURY VAPOR N NORTH NA NOT APPLICABLE NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MFR. NATL NATIONAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE, NECESSARY NEMA NATIONAL ELECTRICAL NF MANUFACTURERS ASSOCIATION NESC NATIONAL ELEC SAFETY CODE NF NEAR FACE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NPT NATIONAL TAPER PIPE (THREAD) NS NEAR SIDE NTS NOT TO SCALE OA OUTSIDE AIR OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OFM OUTSIDE FACE OF MASONRY OPH OPPOSITE HAND OPNG OPENING OPP OPPOSITE OR OUTSIDE RADIUS OSB ORIENTED STRAND BOARD OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OVHD OVERHEAD OWJ OPEN-WEB JOIST OZ OUNCE / PER (BETWEEN WORDS) P PUMP PAR PARALLEL PB PUSH BUTTON PBO PROVIDED BY OTHERS PC PLUMBING CONTRACTOR PIECE PCC PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT PEC PHOTO ELECTRIC CELL PERF PERFORATED PERP PERPENDICULAR PH PHASE PIBO PROVIDED AND INSTALLED BY OTHERS PL PLATE, PROPERTY LINE PLAM PLASTIC LAMINATE PLF POUNDS PER LINEAR FOOT PL GL PLATE GLASS PLYWD PLYWOOD PMF PRE-MOLDED FILLER, PROBABLE MAXIMUM FLOOD PNL PANEL PR PAIR PREFIN PREFINISHED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSIA POUNDS PER SQUARE INCH ABSOLUTE PSIG POUNDS PER SQUARE INCH GAGE PT PAINT, PRESSURE TREATED PTD PAINTED PTN PARTITION PTW PRESSURE TREATED WOOD PVC POINT OF VERTICAL CURVE, POLYVINYL CHLORIDE N QA QUALITY ASSURANCE QC QUALITY CONTROL QT QUARRY TILE, QUART QTY QUANTITY R RADIUS, RISER RA RETURN AIR RC REINFORCED CONCRETE RD ROOF DRAIN RE: REFER TO RECPT RECEPTACLE REINF REINFORCING REM REMOVABLE REQD REQUIRED REV REVISION RFG ROOFING RH RIGHT HAND RM ROOM RO ROUGH OPENING RPM REVOLUTIONS PER MINUTE RT RIGHT RTU ROOFTOP UNIT RWC RAINWATER CONDUCTOR S SOUTH (S) SLOPES SC SOLID CORE SCHED SCHEDULE SECT SECTION SENS SENSIBLE SHN SHOWN SHT SHEET SHT MTL SHEET METAL SHTHG SHEATHING SIM SIMILAR SJI STEEL JOIST INSTITUTE SLBB SHORT LEG BACK TO BACK SP SPACE (D) (S) SPEC SPECIFICATION SPF SPRUCE-PINE-FIR SQ SQUARE SQ FT SQUARE FOOT SQ IN SQUARE INCH SQ MI SQUARE MILE SS SANITARY SEWER SST STAINLESS STEEL STD STANDARD STL STEEL STIF STIFFENER STIR STIRRUP STOR STORAGE STRUCT STRUCTURAL SQ YD SQUARE YARD SYMM SYMMETRICAL T TREAD T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TB TOWEL BAR TC TERRA COTTA, TOP CHORD TEMP TEMPORARY THD THREAD THK THICKNESS THRES THRESHOLD THRU THROUGH TO TOP OF TOC TOP OF CONCRETE TOF TOP OF FOOTING TOG TOP OF GRATING TOJ TOP OF JOIST TOS TOP OF STEEL TRS TRUSS TRTD TREATED TS TUBE STEEL TOD TOP OF DUCT TOW TOP OF WALL TV TELEVISION TYP TYPICAL UGND UNDERGROUND UH UNIT HEATER UL UNDERWRITER'S LABORATORIES UN UNLESS NOTED UNC UNIFIED COARSE THREAD UNEX UNEXCAVATED UNFIN UNFINISHED UNF UNIFIED FINE THREAD UNIV UNIVERSAL UNO UNLESS NOTED OTHERWISE UR URINAL V VENT, VOLT, VOLTAGE VAR VARIABLE, VARIATION, VARIES VAV VARIABLE AIR VOLUME BOX VB VACUUM BREAKER, VINYL BASE VCB VACUUM CIRCUIT BREAKER VINYL COVER BASE VCT VINYL COMPOSITION TILE VEL VELOCITY VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VIN VINYL VSD VARIABLE SPEED DRIVE VTR VENT THRU ROOF T E ABBREVIATIONS F G I J K L M O P Q R S U V W X Y Z NOTE:NOT ALL ABBREVIATIONS AND SYMBOLS MAY BE USED IN THIS PROJECT. THIS SHEET IS PROVIDED FOR GENERAL REFERENCE ONLY W WASTE, WATT, WEST, WIDE W/ WITH W/O WITHOUT WB WET BULB, WOOD BASE WBL WOOD BLOCKING WC WATER CLOSET WD WOOD WF WIDE FLANGE WG WATER GAUGE, WIRE GUARD WH WATER HEATER WHM WATT HOUR METER WL WIND LOAD WO WALL OPENING, WHERE OCCURS, WORK ORDER WP WORK POINT WSCT WAINSCOT WU WINDOW UNIT WWR WELDED WIRE REINFORCING X BY (BETWEEN DIMENSIONS) XBRA CROSS BRACING XMFR TRANSFORMER XS EXTRA STRING XXS DOUBLE EXTRA STRONG YD YARD ZD ZONE DAMPER 0 2/12/21 ORIGINAL PERMIT SUBMISSION MS RG 03/08/2021 EXIT 18" MIN. FRONT APPROACH HINGE APPROACHLATCH APPROACH TWO HINGED DOORS IN SERIES TWO HINGED DOORS IN SERIES DOORS AT OPPOSITE WALLS PULL SIDE PUSH SIDE * 60 " M I N . 44 " M I N . 36" MIN. 54" MIN. 44 " M I N . 6 0 " M I N . 24" MIN. 48 " M I N . 18" MIN. 48 " M I N . MIN.12" MIN. 18" MIN. 48 " M I N . 60 " M I N . 48 " M I N . 24" EXTERIOR 18" INTERIOR 12" PROVIDE THIS ADDITIONAL SPACE IF THE DOOR HAS BOTH A LATCH AND A CLOSER PROVIDE THIS ADDITIONAL SPACE IF THE DOOR HAS BOTH A LATCH AND A CLOSER 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER PUSH SIDE PULL SIDE PUSH SIDE PULL SIDE LETTERS AND NUMBERS: THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. BRAILLE SHALL BE CONTRACTED (GRADE 2) BRAILLE AND SHALL COMPLY WITH SECTION 703.4. (ICC/ANSI SEC. 703.4.1) BRAILLE SHALL BE BELOW THE CORRESPONDING TEXT. IF TEXT IS MULTILINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8" (9.5 MM) MIN. FROM ANY OTHER TACTILE SIGN LOCATIONS: LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" (76 MM)OF THE SIGNAGE WITHOUT ENCOUNTERING ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. (ICC/IBC SEC. 1110) BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMATION POSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY. INTERNATIONAL SYMBOL OF ACCESSIBILITY: STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. WHITE FIGURE ON BLUE BACKGROUND, COLOR # 15090 ON FEDERAL STANDARD # 595A. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BE APPROVED. BRAILLE: (ICC/ANSI TABLE 703.4.3) DOTS TO BE 0.09" (2.3 MM) TO 0.1" (1.5 MM) ON CENTER IN EACH CELL. 0.241" (6.1 MM) TO 0.3" (7.6 MM) SPACE BETWEEN CELLS HORIZONTALLY. DOTS RAISED 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE BACKGROUND. 5. 7. 11. 12. 13. 14. 15. 16 17. 19. UPPERCASE, SANS-SERIF OR SIMPLE SERIF AND SHALL BE ACCOMPANIED LETTERS AND NUMERALS SHALL BE RAISED 1/32" (0.8 MM) MINIMUM,1. WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10. (ADAAG SEC. 4.30.2) 4. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. (ADAAG SEC. 4.30.3) 6. (ADAAG SEC. 4.30.5) AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY9. TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. (ICC/IBC SEC. 1110) WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACE ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" (1525 MM) 10. ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. 1/ 3 2 " RESTROOMSWOMENMEN INTERNATIONAL SYMBOLS FOR ACCESSIBILITY RAISED GENERAL RESTROOM SIGNAGE PROPORTIONS FOR INTERNATIONAL SYMBOLS FOR ACCESSIBILITY INTERNATIONAL TDD SYMBOL INTERNATIONAL SYMBOL OF ACCESS FOR HEARING IMPAIRED (16 MM) HEIGHT, BUT NO HIGHER THAN 2" (50 MM). PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSIONS OF THE PICTOGRAM SHALL BE 6" (152 MM) MINIMUM IN HEIGHT. (ADAAG SEC. 4.30.4) OR OTHER NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND - EITHER LIGHT CHARACTERS ON 8. CHARACTERS AND 3/8" (9.5 MM) MIN. FROM RAISED BORDERS AND DECORATIVE ELEMENTS. BRAILLE PROVIDED ON ELEVATOR CAR CONTROLS SHALL BE SEPARATED 3/16" (4.8 MM) MIN. EITHER DIRECTLY BELOW OR ADJACENT TO THE CORRESPONDING RAISED CHARACTERS OR SYMBOLS. (ICC/ANSI SEC. 703.4.4) (ADAAG SEC. 4.30.6) 0.395" (10.0 MM) TO 0.4" (10.2 MM) SPACE BETWEEN CELLS HORIZONTALLY.18. DOTS BASE DIAMETER TO BE 0.059" (1.5 MM) TO 0.063" (1.6 MM).20. AREA OF REFUGE 60 " M I N I M U M 18"MIN EQ EQ CLEAR 18 " M I N EQ EQ DOOR LATCH SIDE CL E A R PROVIDE TACTILE SIGNAGE AS PER ANSI CODE SECTION 703 TACTILE SIGNAGE MOUNTING HEIGHTS 48 " M I N I M U M MOUNTED SIGNAGE: A. DOOR MOUNTED SIGNAGE: 1.(UNISEX) -12" DIAMETER CIRCLE 1/4" THICK WITH 1/4" THICK TRIANGLE SUPERIMPOSED WITHIN CIRCLE. 2. THE CHARACTERS AND BACKGROUND OF THE SIGN IS EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH AND THE COLOR AND THE CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR AND CONTRAST OF THE DOOR. 3. SIGNS ARE CENTERED ON THE DOOR 60" FROM THE FLOOR. B. WALL MOUNTED SIGNS 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. THE BORDER DIMENSION SHALL BE A MINIMUM OF 6" IN HEIGHT. NOTE: IF NO WALL SPACE IS AVAILABLE, SIGN IS TO BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON RIGHT. 2. VERBAL DESCRIPTION AS TO REST ROOM USAGE (I.E. MEN'S REST ROOM) IS TO BE PLACED DIRECTLY BELOW THE SYMBOL OF ACCESSIBILITY. 3. THE CHARACTER AND BACKGROUND OF THE SIGN IS EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH AND THE COLOR AND THE CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR OF THE WALL. NOTE: THE REQUIRED COLOR OF THE SYMBOL OF ACCESSIBILITY CONSISTS OF A WHITE FIGURE ON A BLUE BACKGROUND. 4.SIGNS ARE CENTERED ON THE WALL 60" FROM THE FLOOR. 5. LETTERS AND NUMERALS ARE RAISED 1/32", SANS-SERIF UPPERCASE CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. CHARACTERS ARE MINIMUM 5/8" HIGH AND A MAXIMUM OF 2" HIGH. 6. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGN WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. 12" MIN. 12 " M I N . 60 " M I N I M U M WOMEN TEXT NOT IN PICTOGRAM FIELD (5/8" TO 2" TALL) GRADE 2 BRAILLE SYMBOL OF ACCESSIBILITY TO COMPLY WITH 703.7 PICTOGRAM TO COMPLY WITH 703.6 REQUIRED ADA SIGNAGE WALL-SIGNAGE (TYP.) 6" M I N . DI M . T O TA C T I L E CH A R A C T E R 6" M I N . +/- 9" EXIT ROUTE 6" M I N . +/- 9" 1/ 2 " M A X . TRANSITION BETWEEN FLOOR FINISHES DOOR THRESHOLD LEVEL CHANGES 1/ 4 " M A X . 1/ 2 " M A X PI L E H E I G H T NOTES: 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT EDGE. 1:2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1. 2. 2 1 COMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD FIN. FLOOR THRESHOLD 1/4" VERTICAL. 1/ 2 " M A X 1/ 4 " M A X LEVEL LEVEL CHANGES OF MORE THAN 1/2" MUST BE RAMPED AND3. COMPLY WITH RAMP REQUIREMENTS. 2 1 FIG (A) FIG (B) FIG (C) FIG (D) 27 " MA X > 2 7 " 27 " MA X . ACCESSIBLE WIDTH 27 " MA X LOBBY CANE RANGE 4" MAX.ANY AMOUNT 80 " M I N . 12" MAX.CANE RANGE POST HIGH FORWARD REACH LIMIT MAXIMUM FORWARD REACH OVER AN OBSTRUCTION CLEAR FLOOR SPACE PARALLEL APPROACH HIGH AND LOW SIDE REACH LIMITS SIDE REACH OVER AN OBSTRUCTION (X) 48 " M A X . 48" (X) (Y ) (Z) 48" 48" 30 " 30 " 48" (Z) 15 " M I N . 48 " M A X . 48 " 30" 46 " M A X . >10" MIN. 24" MAX.30" 15 " M I N . 34 " M A X . 48 " M A X . 10" MAX.30" 34 " M A X . NOTES: X SHALL BE < 25 INCHES; Z SHALL BE > X. WHEN X < 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM. WHEN X IS > 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM. 1. 2. 3. URINALS 40 " M A X 3 6 " 34 " 15" 17 " 15"15" 40 " 34 " 27 " 17" 9" M I N . * 5 9 " MI N I M U M 60" MINIMUM 48 " MI N I M U M 30" MINIMUM 48 " MI N I M U M 30" MINIMUM 4" MAX 42 " MI N I M U M * 5 9 " MI N I M U M 60" MINIMUM 4" M A X 36" 42 " MI N I M U M 60 " MI N I M U M 9" M I N 6"MIN MA X MA X MA X MA X MI N MIN 8" MIN KNEE CLEARANCE 6" MAX TOE CLEARANCE VERIFY KNEE & TOE CLEARANCES WITH SPECIFIED FIXTURE RE: MECH VERIFY KNEE & TOE CLEARANCES WITH SPECIFIED FIXTURE RE: MECH TO B O T T O M O F RE F L E C T I V E S U R F A C E * 56" AT WALL-HUNG TOILETS ALT DOOR LOCATION 6" TOE KICK SPACE (TYP) NO FIXTURE MAY OVERLAP CLEARANCE PARTITION ℄ ℄ ℄ ℄ 17 " - 1 9 " MAX 12"42" 39"-41" 39 " - 4 1 " 18 " M I N . T. O . B A R 33 " - 3 6 " 24"12" 36" T. O . B A R 33 " - 3 6 " 18" ℄ ℄ 48 " C L E A R 2' - 0 " 15" MIN. 15" MIN. 36 " T O S P O U T 27 " M I N . 42 " T O S P O U T 15"15" 4'-0" 1.THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4" HIGH SO AS TO ALLOW THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. DRINKING FOUNTAIN NOTES FOR LOW DRINKING FOUNTAIN: 2.CONTROLS SHALL BE FRONT MOUNTED OR SIDE MOUNTED NEAR THE FRONT EDGE. SPOUTS SHALL BE NO HIGHER THAN 36" MEASURED FROM THE FLOOR OR GROUND SURFACES TO THE SPOUT OUTLET. 3.WALL AND POST MOUNTED CANTILEVERED UNITS SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE BOTTOM OF THE APRON AND THE FLOOR OR GROUND AT LEAST 27" HIGH, 30" WIDE, AND 17-19" DEEP. SUCH UNITS SHALL HAVE A MINIMUM CLEAR FLOOR SPACE 30" X 48" TO ALLOW A PERSON IN A WHEEL- CHAIR TO APPROACH THE UNIT FACING FORWARD. 4.THE FOLLOWING KNEE CLEARANCE IS REQUIRED UNDERNEATH THE FOUNTAIN: 27" MIN. FROM THE FLOOR TO THE UNDERSIDE OF THE FOUNTAIN WHICH EXTENDS 8" MIN. MEASURED FROM THE FRONT EDGE UNDERNEATH THE FOUNTAIN BACK TOWARDS THE WALL; IF A MIN. 9" OF TOE CLEARANCE IS PROVIDED, A MAX. OF 6" OF THE 48" OF CLEAR FLOOR SPACE REQUIRED AT THE FIXTURE MAY EXTEND INTO THE TOE SPACE. LOWHIGH DRINKING FOUNTAIN DRINKING FOUNTAIN ELEVATION DRINKING FOUNTAIN PLAN 30"x48" CLEAR FLOOR AREA 4' - 0 " W I N G W A L L S LAVATORY CLEARANCEURINAL CLEARANCEWATER CLOSET CLEARANCE WATER CLOSET STALL CLEARANCE LAVATORIESWATER CLOSET WATER CLOSET STALL TOE CLEARANCE URINALS LAVATORIES 18"x36" MIRRORA 2010 STANDARDS 603.3 TOILET SEAT COVER DISPENSER B 2010 STANDARDS 308 ELECTRIC HAND DRYERC 2010 STANDARDS 308 COAT HOOKD 2010 STANDARDS 213.3.7, 603.4 & 308 SOAP DISPENSERE 2010 STANDARDS 308 SANITARY NAPKIN DISPOSAL (WOMEN'S ONLY) F 2010 ADA STANDARDS OF ACCESSIBLE DESIGN, SEE SECTIONS 604.7 & 609.3 BABY CHANGING STATIONG 2010 STANDARDS 305 & 308 HEIGHT OF SHELF IN DOWN POSITION 34" MAX AFF H TOILET TISSUE DISPENSER 2010 ADA STANDARDS OF ACCESSIBLE DESIGN, SEE SECTIONS 604.7 & 609.3 DOOR PULLS AT TOILET PARTITIONSI 2010 STANDARDS 404.2.7 & 604.8.2.2 COORDINATE w/ PARTITION MFG 74 " M I N . 40 " M A X B O T RE F L E C T I V E SU R F A C E TI D I S P E N S E R 48 " M A X 40 " T O S E N S O R 48 " M A X EQ.EQ. 48 " M A X . OP E R A T O R 36 " + / - MA X . 15 " 16"℄ TO B O T 30 1 / 2 " MIN. 15" 7"-9"℄ 32"40" 2'-8" CLEAR90°3. 1. 2. CLOSERS THE MAXIMUM EFFORT TO OPERATE DOORS CANNOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. REQUIRED FIRE DOORS MAY REQUIRED UP TO 15 POUNDS PRESSURE. THE PRESSURE IS TO BE MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE REQUIREMENTS. IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (75 mm) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. THRESHOLD THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2 INCH HIGH. BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING 45 DEGREES SO THAT NO SINGLE VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4" INCH. EXIT DOORS, TOILET ROOM AND CHANGING ROOM DOOR TO BE OPERABLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE, FORCE OR NEED OF KEY. SEE SPECIFICATION SHEET FOR RESPONSIBILITIES. ALL HARDWARE TO BE LEVER TYPE. ENTRANCE SIGNS ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. HARDWARE HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL HAVE TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH- PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS ARE REQUIRED TO OPERATE AS DESCRIBED ABOVE IN THE DIRECTION OF EGRESS. DOORS ENTRANCES ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES ARE REQUIRED TO BE MADE ACCESSIBLE. A PRIMARY ENTRANCE IS DEFINED AS, "...ANY ENTRANCE TO A FACILITY WHICH HAS A SUBSTANTIAL FLOW OF PEDESTRIANS TO ANY SPECIFIC MAJOR FUNCTION OF THE FACILITY." REVOLVING DOORS CAN NOT BE USED AS A REQUIRED ENTRANCE FOR THE HANDICAPPED. RECESSED DOORMATS ARE REQUIRED TO BE ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. DOOR WIDTHS & HEIGHTS REQUIRED EXIT DOORWAYS ARE REQUIRED TO HAVE A CLEAR OPENING NOT LESS THAN 32 INCHES WIDE. FOR HINGED DOORS, THE OPENING IS MEASURED WITH THE DOOR AT A 90 DEGREE ANGLE FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS, INCLUDING AUTOMATIC DOORS, HAS TO PROVIDE THE 32 INCH CLEAR OPENING. DOOR HEIGHTS ARE REQUIRED TO BE A MINIMUM OF 80 INCHES. LEVER 2'-6" TO 3'-8" A.F.F. HARDWARE LEVER OR U SHAPED HANDLE MOUNTED AT 10" MIN. BOTTOM RAIL 34" TO 48" AFF PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:23 PM 12322-034 G004 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C AC C E S S I B I L I T Y S T A N D A R D S 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 SCALE: 1/4" = 1'-0"G004 1 REQUIRED DOOR CLEARANCES SCALE:NTSG004 2 TACTILE SIGNAGE & SYMBOLS SCALE:NTSG004 3 THRESHOLDS & LEVEL CHANGES SCALE:NTSG004 4 PROTUDING OBJECTS SCALE:NTSG004 5 REACH REQUIREMENTS SCALE: 1/4" = 1'-0"G004 6 TOILET ROOM FIXTURE HEIGHTS & CLEARANCES SCALE: 1/4" = 1'-0"G004 7 ACCESSORY MOUNTING DIAGRAMS SCALE: 1/4" = 1'-0"G004 8 DOOR/HARDWARE DETAIL ACCESSIBILITY REQUIREMENTS 1. ALL CONSTRUCTION SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THE DESIGN GUIDELINES ESTABLISHED BY THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (2010 STANDARDS) AND ALL STATE AND LOCAL ACCESSIBILITY CODE REQUIREMENTS. 2. UTILIZE EXTREME CARE TO ENSURE THAT ALL TOLERANCES, DIMENSIONS, AND CLEARANCES ARE CONSTRUCTED ACCURATELY. 3. TAKE ANY AND ALL ACTIONS NECESSARY TO CORRECT CONDITIONS WHICH ARE IN THE OPINION OF THE STATE ACCESSIBILITY INSPECTOR IN VIOLATION OF GUIDELINES AS THE DIRECT & SOLO RESULT OF DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS OR INADEQUATE CONSTRUCTION CONTROL &, OR TOLERANCES. 0 2/12/21 ORIGINAL PERMIT SUBMISSION MS RG 03/08/2021 ██ RESPONSIBILITY SCHEDULE - FEBRUARY 01, 2021 GENERAL DEMOLITION NOTES 1. ALL WORK SHALL BE PROVIDED (SUPPLIED AND INSTALLED) BY CONTRACTOR UNLESS OTHERWISE NOTED IN THIS SCHEDULE OR ELSEWHERE IN THE DRAWINGS. ALL MENTION THROUGHOUT THIS SET OF "OWNER" SHALL BE IN REFERENCE TO CUMBERLAND FARMS. ALL MENTION THROUGHOUT THIS SET OF "OTHERS" SHALL BE IN REFERENCE TO CUMBERLAND FARMS SUPPLIED VENDOR/CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBILE FOR COORDINATION OF INSTALLATION OF ALL ITEMS ON JOB SITE.*** DIVISION ITEM DIVISION 2 - EXISTING CONDITIONS ENVIRONMENTAL REMEDIATION DEMOLITION DIVISION 3 - CONCRETE REINFORCED CONCRETE FOOTINGS AND FOUNDATIONS REINFORCED CONCRETE FLOOR SLAB REINFORCED CONCRETE SIDEWALK DIVISION 4 - MASONRY EXTERIOR STONE VENEER WAINSCOT PRECAST CONCRETE CAP DIVISION 5 - METALS STRUCTURAL STEEL (BEAMS, COLUMNS, ETC.) ANCHOR BOLTS AND LEVELING PLATES (BY STEEL FABRICATOR ANCHOR BOLT TEMPLATES (BY STEEL FABRICATOR) DIVISION 6 - WOOD, PLASTICS AND COMPOSITES INTERIOR/EXTERIOR WOOD BLOCKING FOR ALL ACCESSORIES CDX PLYWOOD SHEATHING WOOD FRAMING PRE-ENGINEERED WOOD TRUSSES VINYL RAILING SYSTEM SYNTHETIC WOOD TRIM AND SYNTHETIC WOOD SOFFIT PANELS PRE MANUFACTURED FIBERGLASS COLUMN SHROUD RESTROOM/HAND SINK ACCESSORY FIRE RETARDANT WOOD BLKG DIVISION 7 - THERMAL AND MOISTURE PROTECTION THERMAL INSULATION/ AIR/ VAPOR BARRIER ROOFING SYSTEM PENETRATIONS ROOFING SYSTEM (BOTH PITCHED AND FLAT ROOFS) STANDING SEAM ROOF, EPDM AND ASPHALT SHINGLES SNOW GUARDS (METAL ROOFS ONLY U.N.O.) METAL ROOF EDGE ALUM GUTTERS AND DOWNSPOUTS VINYL SOFFIT PANELS EXTERIOR SIDING DIVISION 8 - OPENINGS ALUM WINDOW AND ENTRY DOOR SYSTEM INSULATED GLAZING, INSULATED METAL PANEL DOORS, FRAMES, FINISHING AND VINYL CLAD WINDOWS DOOR HARDWARE ELIASON DOOR AND HARDWARE ELIASON HM FRAME DIVISION 9 - FINISHES SUSP CEILING GRID AND HANGERS SUSP CEILING TILE INTERIOR VALANCE GRAPHICS FLOOR TILE (LVT-1) (WHERE SPECIFIED) FLOOR TILE (FT-2) (WHERE SPECIFIED) FLOOR TILE (FT-3) (WHERE SPECIFIED) WT-1, WT-2, WT-3 (RETAIL AND RESTROOMS) TILE ADHESIVES, GROUT AND OTHER INSTALLATION ACCESSORIES VINYL COVE BASE VINYL COVE BASE ADHESIVE, VCT FLOOR TILE AND ADHESIVE CONC FLOOR SEALER FRP WALL PANELS (WP-1), TRIM, ADHESIVES AND SEALANT @ UTILITY / RECEIVING AREAS AND FRP CLG PANELS (WP-4), TRIM, ADHESIVES AND SEALANT @ HOT FOODS PREP CLG ██ ██ ██ ██ WALK IN FREEZER CONDENSERS / EVAPORATORS ** WALK IN COOLER CONDENSER / EVAPORATORS ** SODA/ICE DISPENSER CONDENSER SANDWICH COOLER CONDENSER FBD DISPENSER CONDENSER UPRIGHT FREEZER CONDENSER ██ ██ ██ ██ ██ ██ ██ ██ ██ ██ ██ ██ ██ FRP WALL PANELS (WP-5) TRIM, ADHESIVES AND SEALANT @ BEER CAVE (FL, VT, NH, NY, ME STATES ONLY) FRP WALL PANELS (WP-6,7,8,9) TRIM, ADHESIVES AND SEALANT @ RENOVATION PROJECTS (WHERE OCCURS) INTERIOR PAINT (AS SPECIFIED IN FINISH SCHEDULE) EXTERIOR PAINT (AS SPECIFIED IN FINISH SCHEDULE) GYPSUM BOARD, CORNER AND J BEADS TAPE & MUD METAL STUDS EPOXY FLOORING WALK-OFF MAT (CPT-1), AS SPECIFIED IN FLOOR FINISH SCHEDULE DIVISION 10 - SPECIALTIES FIRE EXTINGUISHERS TOILET PARTITIONS VANITY MIRRORS TOILET ACCESSORIES (EXCLUDING MIRRORS) DIGITAL MENU BOARDS INTERIOR SIGNAGE DIVISION 11 - EQUIPMENT EQUIPMENT UNLESS NOTED OTHERWISE ON EQUIPMENT SCHEDULE MILLWORK UNLESS NOTED OTHERWISE ON A160 ██ ██ GONDOLAS SHELVING PATIO FENCE PATIO UMBRELLA AND PICNIC TABLES MOTORIZED ROLLER SHADES DIVISION 22 - PLUMBING PLUMBING FIXTURES (EXCEPT FOR WALL HYDRANTS, FLOOR SINKS, FLOOR DRAINS, GREASE TRAPS, AND DRINKING FOUNTAINS WHERE THEY OCCUR) WALL HYDRANTS, FLOOR SINKS, FLOOR DRAINS, GREASE TRAPS AND DRINKING FOUNTAINS WHERE THEY OCCUR PLUMBING PIPING AND CONNECTIONS COFFEE BAR AND CHILL ZONE PLUMBING ██ ██ ██ ██ ██ ██ WALK-IN FREEZER CONDENSER PLUMBING WALK-IN FREEZER PLUMBING WALK-IN COOLER PLUMBING WALK-IN COOLER CONDENSER PLUMBING SODA/ICE DISPENSER CONDENSER PLUMBING SANDWICH COOLER CONDENSER PLUMBING ██ ██ ██ ██ ██ FBD DISPENSER CONDENSER PLUMBING UPRIGHT FREEZER CONDENSER PLUMBING CONDENSATE REMOVAL PUMP AND ALL PIPING NATURAL GAS PIPING AND CONNECTIONS PROPANE (WHEN OCCURS) DIVISION 23 - HVAC HVAC DIFFUSERS, DUCTWORK AND HANGERS HVAC EXHAUST FANS HVAC EQUIPMENT ██ ██ ██ ██ ██ ██ ELECTRICAL WIRING (OUTLETS AND LIGHTING) LOW VOLTAGE COMMUNICATION WIRING FOR REFRIGERATION UNITS DISCONNECTS FOR REFRIGERATION UNITS LIGHTING FIXTURE SUPPORT CABLES LIGHT FIXTURES: EXCEPT SERVICE WALL SCONCES AT ROOF DECK CEILING MOUNTED SPEAKER WIRING ██ ██ ██ ██ POS POWER AND DATA HEAT AND SMOKE DETECTORS HVAC EXHAUST FANS POWER ATM PATH LINE AND POWER WALK-IN COOLER/FREEZER ELECTRICAL AND LOW VOLTAGE WIRING UPRIGHT FREEZERS ELECTRICAL COFFEE BAR/ CHILL ZONE ELECTRICAL ELECTRICAL WIRING FOR COOLER/FREEZER DOORS ELECTRICAL PANELS / CIRCUIT BREAKERS ELECTRICAL CT CABINET FIRE SUPPRESSION ELECTRICAL ██ ██ GAS CONTROLLER EQUIPMENT AND PANELS DIVISION 27 - COMMUNICATIONS CEILING MOUNTED SPEAKERS CCTV SYSTEM POS SYSTEM ██ DIVISION 28 - ELECTRICAL SAFETY & SECURITY NOT USED DIVISION 31- EARTHWORK SITEWORK ██ ██ ██ ██ ██ ██ ██ ██ ██ DIVISION 32 - EXTERIOR IMPROVEMENTS NOT USED DIVISION 33- UTILITIES SEWER / WATER / GAS ██ 10. ██ ██ ██ ██ ██ ██ ██ ██ ██ ██ ██ ██ 9. 5. SUPPLIED AND INSTALLED BY OTHERS SUPPLIED BY OWNER INSTALLED BY OTHERS* SUPPLIED BY OWNER INSTALLED BY CONTRACTOR SUPPLIED BY CONTRACTOR INSTALLED BY CONTRACTOR DIVISION ITEM ██ FRP WALL PANELS (WP-6), TRIM, ADHESIVES AND SEALANT @ COFFEE COUNTER AND HOT FOODS AREAS SUPPLIED AND INSTALLED BY OTHERS SUPPLIED BY OWNER INSTALLED BY OTHERS* ██ SUPPLIED BY OWNER INSTALLED BY CONTRACTOR SUPPLIED BY CONTRACTOR INSTALLED BY CONTRACTOR DIVISION ITEM CUSTOM HVAC RETURN DIFFUSER ASSEMBLIES @ COFFEE BAR AND HOT FOODS (WHERE OCCURS) DIVISION 26 - ELECTRICAL SUPPLIED AND INSTALLED BY OTHERS SUPPLIED BY OWNER INSTALLED BY OTHERS* SUPPLIED BY OWNER INSTALLED BY CONTRACTOR SUPPLIED BY CONTRACTOR INSTALLED BY CONTRACTOR 4. ██ 2. 3. KNOW AND UNDERSTAND THE SCOPE OF WORK DEPICTED ON THE CONSTRUCTION DOCUMENTS. UTILIZE ADDITIONAL DRAWINGS FOR OBTAINING ALL INFORMATION REQUIRED. PROVIDE DEMOLITION WORK SHOWN ON THE DRAWINGS AND RELATED INCIDENTAL DEMOLITION WORK REQUIRED TO COMPLETE NEW CONSTRUCTION WORK. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL UTILITIES AND BUILDING TENANTS REGARDING UTILITIES AND SERVICE DISCONNECTS. THE SCOPE OF DEMOLITION SHOWN ON THE CONTRACT DOCUMENTS REPRESENTS THE BEST EFFORTS OF THE DESIGN TEAM TO DOCUMENT THE EXTENT OF DEMOLITION. NOT ALL WALLS, PARTITIONS, FIXTURES, EQUIPMENT, STRUCTURAL FRAMING, AND BUILDING SYSTEMS HAVE BEEN SHOWN ON PLANS. THE CONTRACTOR SHALL PARTICIPATE IN A SITE WALK THRU PRIOR TO ESTIMATING DEMOLITION SCOPE OF WORK AND FAMILIARIZE THEMSELVES WITH THE SCOPE. FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF DEMOLITION OPERATIONS. BRING ANY DISCREPANCIES WHICH MAY AFFECT DEMOLITION OR NEW CONSTRUCTION WORK TO THE ATTENTION OF THE ARCHITECT FOR REVIEW. 6. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR ITS ASSEMBLIES UNLESS SPECIFICALLY NOTED OTHERWISE. PROVIDE ALL MEANS NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO TEMPORARY BRACING AND SHORING REQUIRED TO PERFORM THE WORK. FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, BEARING WALLS, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, SHEETING, AND BRACING OF EXCAVATIONS ADJACENT TO EXISTING STRUCTURES AND UTILITIES SO THAT NO HORIZONTAL MOVEMENT OR VERTICAL SETTLEMENT OCCURS. 7. ITEMS LISTED FOR REMOVAL AND STORAGE ARE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR METHOD OF STORAGE AND PROVIDE PRICING ASSOCIATED WITH REMOVAL, STORAGE, PROTECTION, AND RE- INSTALLATION. 8. CONTRACTOR SHALL COORDINATE DIRECTLY WITH OWNER'S REPRESENTATIVE FOR SALVAGE OF PRODUCTS, EQUIPMENT, FINISHES, FIXTURES, ETC. INDICATED TO BE REMOVED. CONTRACTOR TO PROVIDE FOR REMOVAL, SALVAGE, TRANSPORT, ETC. AS REQUIRED. REMOVE ENTIRE WALL ASSEMBLY INDICATED TO BE DEMOLISHED, INCLUDING CONCEALED ELEMENTS WITHIN PARTITIONS AND ABOVE-CEILING CONSTRUCTION UNLESS NOTED OTHERWISE. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING DEMOLITION AND/OR NEW CONSTRUCTION OPERATIONS. CONDUCT DEMOLITION OPERATIONS SO AS TO MINIMIZE THE DEVELOPMENT AND SPREAD OF DUST. 11. 12. REMOVE DEMOLITION MATERIALS FROM THE SITE PROMPTLY AND DISPOSE OF LEGALLY OFF-SITE WITH DOCUMENTATION. UPON REMOVAL OF FINISH MATERIALS INDICATED OR REQUIRED, PREPARE SUBSTRATE TO RECEIVE NEW FINISH. REFER ALSO TO ROOM FINISH SCHEDULE FOR NEW MATERIAL(S). REPAIR ANY EXISTING DAMAGE, OR DAMAGE ARISING FROM DEMOLITION OPERATIONS, TO MATCH EXISTING AND AS NEEDED FOR INSTALLATION OF NEW FINISH(ES). 13. PATCH AND REPAIR DAMAGE ARISING FROM DEMOLITION OPERATIONS TO FLOOR, WALL, AND CEILING SURFACES TO MATCH EXISTING ADJACENT SURFACES. PATCH CHIPPED OR SPALLED CONCRETE CAUSED BY PARTITION REMOVAL. REMOVE ANY EXTRANEOUS MATERIALS AND PATCH TO MATCH ADJACENT SURFACES. 14. MAINTAIN MEANS OF EGRESS AND KEEP FULLY SEPARATE FROM CONSTRUCTION AREA AT ALL TIMES. 15. 16. PATCH AND REPAIR OPENINGS AND/OR PENETRATIONS THROUGH EXISTING FIRE-RATED ASSEMBLIES AND SMOKE BARRIER ASSEMBLIES (WHERE THEY OCCUR). AT UNEVEN AREAS AND DEPRESSIONS IN EXISTING CONCRETE FLOOR CONSTRUCTION, PROVIDE CEMENTITIOUS UNDERLAYMENT AS REQUIRED TO PROVIDE SUITABLE BASE CONDITION FOR NEW FINISH(ES) AND NEW CONSTRUCTION. ██17. COORDINATE TIMING AND HOURS OF DEMOLITION OPERATIONS WITH THE OWNER'S SCHEDULE AND AUTHORITIES HAVING JURISDICTION. 18. MINIMIZE NOISE FROM DEMOLITION OPERATIONS. 19. * ** *** **** CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE WORK FOR ALL ITEMS IN THIS COLUMN. CONTRACTOR SHALL INSTALL CONDENSING UNIT AND PROVIDE POWER DISCONNECT SWITCH; CONTRACTOR WILL MAKE FINAL CONNECTIONS TO CONDENSER. CONTRACTOR SHALL RECEIVE ALL DROP SHIP ITEMS. CONCRETE MASONRY UNITS, WHEN REQUIRED, SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. 21. 20. SAWCUT SLABS ON GRADE WHERE REQUIRED TO INSTALL NEW CONDUIT, PIPING, ETC. REFER ALSO TO MECHANICAL AND ELECTRICAL DRAWINGS. PATCH AND REPAIR SLABS TO MATCH EXISTING. SEE STRUCTURAL FOR SLABS TO BE REPLACED. CORE EXISTING FLOOR SLAB CONSTRUCTION WHERE REQUIRED FOR INSTALLATION OF REQUIRED CONDUIT, PIPING, ETC. REFER ALSO TO MECHANICAL AND ELECTRICAL DRAWINGS. PROVIDE UL-RATED FIRE SAFING ASSEMBLIES AT ALL SUCH CONDITIONS. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY OR DAMAGE TO ADJACENT BUILDING AREAS. ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREA. PROTECT WALLS, CEILINGS, FLOORS, AND OTHER FINISH WORK THAT ARE TO REMAIN AND ARE EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS. COVER AND PROTECT FURNISHINGS AND EQUIPMENT THAT HAVE NOT BEEN REMOVED. DO NOT BLOCK ANY EXITS DURING CONSTRUCTION OPERATIONS. 22. 23. ██ ██ ██ ██ ██ ██ 24. 25. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION AND NEW CONSTRUCTION OPERATIONS. IN WALLS TO BE REFINISHED, REMOVE EXISTING MISCELLANEOUS ACCESSORIES TO FACILITATE INSTALLATION OF NEW FINISHES. PATCH, REPAIR, AND PREP WALLS TO RECEIVE NEW FINISHES. ITEMS REMOVED TO BE SALVAGED AND GIVEN BACK TO THE OWNER. ALL DEMOLITION EFFORTS SHALL BE COORDINATED WITH THE HAZARDOUS MATERIALS ABATEMENT CONTRACTOR AND THEIR SCOPE OF DEMOLITION. EXISTING CONSTRUCTION MAY CONTAIN ASBESTOS- CONTAMINATED PRODUCTS. MATERIALS THOUGHT TO CONTAIN ASBESTOS MUST BE INSPECTED BY AN EPA-CERTIFIED INSPECTOR CAPABLE OF SAMPLING FOR THE EXISTENCE OF ASBESTOS. WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT OSHA REGULATIONS AND DISPOSED OF IN ACCORDANCE WITH CURRENT EPA REGULATIONS. 26. EXISTING CONSTRUCTION MAY CONTAIN LEAD- CONTAMINATED PRODUCTS. MATERIALS THOUGHT TO CONTAIN LEAD MUST BE INSPECTED BY AN EPA- CERTIFIED INSPECTOR CAPABLE OF SAMPLING FOR THE EXISTENCE OF LEAD WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT OSHA REGULATIONS AND DISPOSED OF IN ACCORDANCE WITH CURRENT EPA REGULATIONS. 6. DIVISION 3 - CONCRETE - STEEL REINFORCING FOR FOUNDATION - CONCRETE MIX DESIGN FOR FOUNDATIONS, FOOTINGS AND SLABS 2. DIVISION 6 - WOOD, PLASTICS & COMPOSITES - PRE-ENGINEERED WOOD TRUSSES - PRODUCT DATA, INCLUDING DESIGN PROPERTIES, FOR A LL MANUFACTURED WOOD BEAMS AND COLUMNS - WOOD CONNECTORS DIVISION 7 - THERMAL & MOISTURE PROTECTION - MEMBRANE ROOFING SYSTEM COMPONENTS - ROOFING SHINGLES - THERMAL INSULATION DIVISION 8 - OPENINGS - HM DOORS AND FRAMES - WOOD DOORS - HARDWARE - ALUMINUM STOREFRONT - GLASS AND GLAZING ITEMS - VINYL CLAD WINDOWS - HORIZONTAL SLIDING DOORS DIVISION 9 - FINISHES - EXTERIOR SIDING AND TRIM DIVISION 22 - PLUMBING - PLUMBING FIXTURES; FLOOR DRAINS, FLOOR SINKS, CLEANOUTS, WALL HYDRANTS AND GREASE TRAPS DIVISION 23 - HVAC - DIFFUSERS AND GRILLES - COMMISSIONING AND BALANCING DIVISION 26 - ELECTRICAL - CPI ELECTRIC PANELS - FIRE ALARM SYSTEM COMPONENTS INCLUDING BUT NOT LIMITED TO; FIRE ALARM PANEL, BATTERY(SIZED BASED ON CALCS), CALCULATIONS, WIRELESS COMMUNICATOR BOX(IF ALLOWED BY AHJ), ANNUNCIATOR, PULL, SMOKE, HEAT, DUCT(AND REMOTE TEST STATION), MONITOR MODULES(MONITOR ANSUL/SUPPRESSION, AND SPRINKLER FLOW/TAMPER IF APPLICABLE), NOTIFICATION DEVICES(CEILING, WALL MOUNTED AND WEATHER PROOF BOXES FOR REFRIGERATION) AND FIRE ALARM WIRE SPECIFICATIONS 1.SPRAY FOAM INSULATION: - BASE PRODUCT: ICYNENE OPEN CELL SPRAY FOAM INSULATION LDC50. - TOP COAT: CD315 THERMAL BARRIER PAINT USE @ UNDERSIDE OF ROOF, GABLE END AT ATTIC WALLS. 14. 15. 16. 8. GENERAL NOTES 1. ALL WORK SHALL CONFORM TO ALL GOVERNING CODES AND ORDINANCES UNDER WHICH THEY ARE PERFORMED. WHERE CONFLICTS OCCUR, THE MOST STRINGENT EQUIPMENTS SHALL BE MET. REFER TO PROJECT DATA. THE G.C. SHALL COORDINATE ALL STRUCTURAL, MECHANICAL AND PLUMBING SYSTEMS PRIOR TO THE START OF CONSTRUCTION. 3. THE G.C. SHALL OBTAIN ALL PERMITS AND INSPECTIONS NECESSARY TO ENSURE ISSUANCE OF AN OCCUPANCY PERMIT UPON COMPLETION OF THE WORK. 4. THE G.C. SHALL MAINTAIN ALL INSURANCE REQUIRED BY OWNER AND/ OR GOVERNMENTAL AUTHORITIES AND SHALL PROVIDE PROOF OF SUCH INSURANCE AS REQUIRED. 5. 6. 7. THE G.C. SHALL BE RESPONSIBLE FOR BRACING ALL WORK DURING CONSTRUCTION. THE DRAWINGS MAY NOT BE TO SCALE. REFER TO PLANS, SECTIONS, AND DETAILS FOR DIMENSIONS. THE G.C. SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE COMMENCING CONSTRUCTION AND REPORT ALL DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE TO CHECK ALL DIMENSIONS AND DETAILS ON SHOP DRAWINGS BEFORE SUBMISSION TO THE ARCHITECT. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE OWNER ALL LOCATIONS FOR RECEPTACLES, SWITCHES AND DIMMERS, POS, CABLE AND TELEPHONE PRIOR TO THE START OF CONSTRUCTION. 9. 10. ALL EXTERIOR LIGHTING AND WET AREA LIGHTING TO INCLUDE MANUFACTURER'S WATER TIGHT HOUSINGS. THE G.C. IS RESPONSIBLE TO COORDINATE THE INSTALLATION OF ALL CEILING DIFFUSERS, EMERGENCY SIGNAGE, LIGHTING, ACCESS PANELS, ETC TO FULLY COMPLETE THE SCOPE OF WORK. 11. THE G.C. SHALL PROVIDE AND COORDINATE WITH THE ELECTRICAL CONTRACTOR AND THE FIRE DEPARTMENT ALL LOCATIONS FOR EXIT SIGNS, EMERGENCY LIGHTING, FIRE EXTINGUISHERS, FIRE ALARM PULL STATIONS, HORN STROBES, ETC. 12. 13. ALL DIMENSIONS ARE FROM FINISH FACE OF GYPSUM BOARD, CONCRETE OR MASONRY UNLESS NOTED OTHERWISE. PROVIDE PRESSURE TREATED WOOD AT ALL FRAMING LOCATIONS WHERE WOOD IS IN CONTACT WITH CONCRETE. ALL PENETRATIONS THROUGH RATED WALL ASSEMBLIES SHALL BE TREATED WITH AN APPROVED "FIRESTOP" MATERIAL TO MEET THE SPECIFIED WALL CONSTRUCTION. USE MOISTURE RESISTANT WALL BOARD IN LIEU OF GYPSUM WALLBOARD AT ALL WET LOCATIONS. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS, AS WELL AS CUMBERLAND FARMS' POLICIES FOR HANDICAP ACCESSIBILITY. ALTHOUGH THESE PLANS IN SOME CASES MAY EXCEED THE MINIMAL LOCAL, STATE OR FEDERAL REQUIREMENTS, STRICT COMPLIANCE BY THE CONTRACTOR WITH THESE PLANS IS MANDATORY. ANY DEVIATION FROM THESE PLANS WILL BE AT THE SOLE DISCRETION, RESPONSIBILITY, AND LIABILITY OF THE CONSTRUCTION. SITE INSPECTION SCHEDULE 1. 2. SITE INSPECTIONS ARE REQUIRED FOR ALL PROJECTS IN ALL STATES. SEE LIST BELOW FOR REQUIREMENTS BY STATE. FINAL AFFIDAVITS ARE REQUIRED FOR PROJECTS IN MA AND RI ONLY. CONTROLLED CONSTRUCTION INSPECTIONS WILL NEED TO BE PERFORMED TO PROVIDE FINAL AFFIDAVITS UPON PROJECT COMPLETION. 3. 4. THE G.C. TO CONTACT EACH DISCIPLINE FOR ALL INSPECTIONS AND PROVIDE ONE WEEK MINIMUM NOTICE FOR ALL INSPECTIONS. STRUCTURAL INSPECTIONS - PERFORMED BY STRUCTURAL ENGINEER: MA AND RI ONLY - FOOTINGS AND FOUNDATIONS - FINAL FRAMING INSPECTION: ROUGH EXTERIOR FRAMING WITH EXTERIOR PLYWOOD AT WALLS AND ROOF EXPOSED TO INSPECT NAILING PATTERNS. TRUSSES VISIBLE FOR INSPECTION OF CONNECTIONS TO BEARING POINTS AND HURRICANE CLIPS. ALL OTHER STATES: - FINAL FRAMING INSPECTION: ROUGH EXTERIOR FRAMING WITH EXTERIOR PLYWOOD AT WALLS AND ROOF EXPOSED TO INSPECT NAILING PATTERNS. TRUSSES VISIBLE FOR INSPECTION OF CONNECTIONS TO BEARING POINTS AND HURRICANE CLIPS. 5. ARCHITECTURAL INSPECTIONS - PERFORMED BY ARCHITECT: - INTERIOR ROUGH FRAMING INCLUDING COMPLETED ELECTRICAL AND PLUMBING ROUGH-IN PRIOR TO INSULATION AND SHEETROCK INSTALL. - FINAL INSPECTION UPON CONSTRUCTION COMPLETION FOR AFFIDAVIT. THE SPACE SHOULD BE READY FOR OCCUPANCY WITH LIFE SAFETY AND ALL ADA CODE ITEMS IN PLACE. MECHANICAL/PLUMBING/ELECTRICAL INSPECTION - PERFORMED BY MEP ENGINEER: - FINAL INSPECTION UPON CONSTRUCTION COMPLETION FOR AFFIDAVIT. THE SPACE SHOULD BE READY FOR OCCUPANCY WITH LIFE SAFETY AND ALL ADA CODE ITEMS IN PLACE. SHOP DRAWING SUBMITTAL LIST ██ ██ PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:24 PM 12322-034 G005 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C RE S P O N S I B I L I T Y S C H E D U L E 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 0 2/12/21 ORIGINAL PERMIT SUBMISSION MS RG 03/08/2021 11 22 ± 19' - 7" 3 4 5 6 77 8 CHECKOUT WOMENS' RESTROOM MENS' RESTROOM SALES WALK-IN COOLER (8 DOORS) BOH/ OFFICE AREA 9 SYMBOL DESCRIPTION DEMO LEGEND EXISTING WALLS/FIXTURES TO BE REMOVED EXISTING WALLS TO REMAIN PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:12 PM 12322-034 D100 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C DE M O L I T I O N P L A N 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 SCALE: 1/4" = 1'-0"D100 1 DEMOLITION PLAN DEMOLITION NOTES A. CONTRACTOR BID TO BE BASED ON EXISTING CONDITION. B. ALL DEMOLITION WORK INVOLVING ELECTRICAL, OR PLUMBING WORK MUST COMPLY WITH ALL APPLICABLE CODES IN REGARD TO THESE ITEMS. C. CONTRACTOR IS TO PROTECT ALL EXISTING CONDITIONS THAT ARE TO REMAIN FROM DAMAGE DURING DEMOLITION PHASE OF WORK. ITEMS DAMAGED ARE TO BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. D. CONTRACTOR IS TO VERIFY WITH THE TENANT WHICH ITEMS TO BE REMOVED WILL REMAIN THE PROPERTY OF THE TENANT. DISPOSE OF OR STORE SUCH ITEMS AS DIRECTED. E. COORDINATE ALL PLUMBING, AND ELECTRICAL DEMO WITH RESPECTIVE PLUMBING AND ELECTRICAL SHEETS. F. CONTRACTOR TO REMOVE ALL FIXTURES NOT BEING REUSED IN FIXTURE PLAN. PROTECT AND STORE DURING CONSTRUCTION. COORDINATE WITH OWNER FOR RELOCATION OF UNUSED EQUIPMENT. G. G.C. TO COORDINATE WITH THIRD PARTY VENDOR AS REQUIRED FOR ANY PATCH/REPAIR NEEDED TO EXISTING CASEWORK/COUNTERTOPS. ALL NEW AND EXISTING CASEWORK TO BE RE-SURFACED BY THIRD PARTY VENDOR. H. G.C. IS TO COORDINATE REMOVAL, STORAGE, AND RELOCATION OF ALL EXISTING STORE DISPLAY FIXTURES THAT ARE AFFECTED BY PROPOSED SCOPE OF WORK W/ OWNER AND FINAL MERCH PLAN. I. G.C. IS TO NOTIFY THE AOR IF THE NOTED CASEWORK TO GET MODIFIED CANNOT BE RECONFIGURED PER DWG'S D100 & A160. J. ITEMS INDICATED FOR REMOVAL ON DEMO PLAN SHALL BE COORDINATED WITH THE FIXTURE PLAN AND SCHEDULE FOR REMOVAL, STORAGE, AND RELOCATION. ALL EQUIPMENT NOT BEING RELOCATED TO BE COORDINATED WITH OWNER FOR TEMPORARY STORAGE AND PICKUP. KEYED NOTES 1 REMOVE EXISTING NOVELTY MUGS DISPLAY, AND STRAW BOX/HOLDER IF STILL EXISTING AT TIME OF DEMOLITION. PROTECT DURING DEMO/CONSTRUCTION AND COORDINATE W/ OWNER. 2 REMOVE EXISTING REESES CHOCOLATE, SOUR PATCH CANDY, KITKAT CHOCOLATE, AND TEA DISPLAYS IF STILL EXISTING AT TIME OF DEMOLITION. PROTECT DURING DEMO/CONSTRUCTION AND COORDINATE W/ OWNER. 3 DEMO ENTIRE COUNTERTOP. PULL EXISTING CABINETS FORWARD, AND PREP FOR FILLER. REF: A160. 4 REMOVE EXISTING SODA BIBS, CO2 TANKS, AND ADJOINING LINES. COORDINATE STORAGE W/ OWNER. REMOVE ALL ASSOCIATED PLUMBING AND ELECTRICAL NOT BEING REUSED BACK TO SOURCE. PATCH AND REPAIR AFFECTED WALL SURFACES AS REQUIRED. 5 REMOVE EXISTING BANG/STAR ENERGY DRINK RACK IF STILL EXISTING AT TIME OF DEMOLITION. PROTECT DURING DEMO/CONSTRUCTION AND COORDINATE W/ OWNER. 6 REMOVE EXISTING GRINDS DISPLAY IF STILL EXISTING AT TIME OF DEMOLITION. PROTECT DURING DEMO/CONSTRUCTION AND COORDINATE W/ OWNER. 7 REMOVE EXISTING NOVELTY CUPS, GRANDMA'S PASTRY, EXTRA/BOOST ENERGY DRINKS, AND OREO DISPLAYS IF STILL EXISTING AT TIME OF DEMOLITION. PROTECT DURING DEMO/CONSTRUCTION AND COORDINATE W/ OWNER. 8 REMOVE EXISTING JOHNSON'S CORNER DISPLAY IF STILL EXISTING AT TIME OF DEMOLITION. PROTECT DURING DEMO/CONSTRUCTION AND COORDINATE W/ OWNER. 9 REMOVE TILE BASE AS REQUIRED ON SIDE TO ALLOW RELOCATED CASEWORK. X 0 2/12/21 ORIGINAL PERMIT SUBMISSION MS RG 1 3/05/21 CLIENT'S UPDATES MS/JM RG/KI 1 03/08/2021 EX. SHELVINGCHECKOUT WOMENS' RESTROOM MENS' RESTROOM SALES WALK-IN COOLER (8 DOORS) BOH/ OFFICE AREA EX. LOTTERY EX. AIR COMPRESSOR (26 GAL) SLOPED DOWNSLOPED DOWN EX. DUMPSTER EX. BOLLARD EX. BOLLARD EX. CONDENSOR EX. BOLLARD (TYP.) EX. COOLER CONDENSOR EX. KEROSENE PUMP EX. BOLLARD (TYP.) EX. ICE MACHINE EX. BOLLARD (TYP.) EX. RAISED CONCRETE SLAB ROOF OVERHANG ABOVE DS DS DS DS DS DS EX. CONDENSOR EX. DISCONNE CTS EX. VENT PIPING EX. AIR COMPRESSOR LINE THROUGH WALL EX. VENT THROUGH WALL EX. BULKHEAD ABOVE EX. COLUMN WRAP (TYP.) EX. COLUMN (TYP.) EX. COLUMN WRAP (TYP.) EX. PHONE BOOTH EX. EMERGENCY PUMP SHUT-OFF SL O P E D D O W N J13 (x3) J13 (x8) J13 (x8) J J J J J J J J A10 A10 B12A P8 M5 K1 K1 K6 K3 B25 E1 C10 C12AC9 F10 F10 F8 F7 C10A F16 EL E C . & T E L E / C O M M . S E R V I C E S B7 P3 T3 T4 P1 P2A EX. HEAT PUMP P4 EX. WATER METER G2 G1 J1 C6J1 CO F F E E B A R EX. LIVE BAIT EX. DISPLAY FE G8 E9 E10 E13 E4 F10 F2 (x2) F3 (x4) C1 F5 C9A C7 B15 C4 C26 HOT FOODS & CONDIMENTS 1' - 0"3' - 0"8' - 6" J14 J14 J14 J14 M1 1 2 2 3 4 55 J14 (x4) C27 ABV 6 7 EX . C I G A R E T T E / T O B A C C O D I S P L A Y S EX. OVERHEAD CIGARETTE RACK EX. TOBACCO DISPLAY 4' - 2 " EX. CONCRETE PAD NEW CONCRETE PAD G2 8 ABV C1c C3 7 2 A150 ________________________________ 3 A150 ________________________________ 4 A150 ________________________________4' - 1 1 " 13' - 9" SYMBOL DESCRIPTION LEGEND NEW WALL CONSTRUCTION EXISTING EQUIPMENT/CASEWORK TAG NEW EQUIPMENT/CASEWORK TAGXX XX EXISTING ASPHALT PAVING R = 3/4" 48 " REINFORCING @ MID-DEPTH 4" CONC. UTILITY PAD 6"x6" 1.4/1.4 W.W.M. 6" COMPACTED GRAVEL CONT. #5'S NOTE: BROOM FINISH WITH TWO COATS SEALING/CURING COMPOUND '1-0" 1/4" x 1" DEEP SAW CUT @ 8'-0" O.C. MAX. 4" CONC. UTILITY PAD WWF 6X6 -W1.4 X W1.4 REINFORCING @ MID-DEPTH 6" COMPACTED GRAVEL BASE NOTE: BROOM FINISH WITH TWO COATS SEALING/CURING COMPOUND 4" 4" CONC. UTILITY PAD WWF 6"x6" 1.4/1.4 W.W.M. REINFORCING @ MID-DEPTH 1/2" FLEXIBLE SEALANT CONT. #5'S STOP AT EXPANSION JOINT PREFORMED FILLER -FULL DEPTH OF JOINT 6" COMPACTED GRAVEL NOTE: BROOM FINISH WITH TWO COATS SEALING/CURING COMPOUND 4" 1/8"/FT. SLOPE PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E CO M M E N T S BY CH K D IS S U E / R E V I S I O N S D: \ U s e r s \ M S c o t t \ D o c u m e n t s \ E G _ 7 5 0 8 2 8 _ E S T A S - P A R K _ C O _ C en t r a l _ M s c o t t 8 D D T S . r v t 3/ 5 / 2 0 2 1 3 : 4 7 : 0 9 P M 12322-034 A150 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C FI X T U R E P L A N 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 KEYED NOTES 1 CO2 VENDOR TO SUPPLY/INSTALL CO2 TANK AND SERVICE LINE INTO THE BUILDING AS INDICATED. LINE TO BE COORDINATED WITH G.C. AND CONCEALED THROUGHOUT BUILDING UNTIL CONNECTION AT SODA BIB RACK. 2 G.C. TO INSTALL SODA BIB RACK AND ALL REQUIRED LINES TO EQUIPMENT. LINES TO BE ROUTED THROUGH WALLS AND CASEWORK AS NEEDED TO REMAIN CONCEALED. PATCH/REPAIR ALL AFFECTED SURFACES. 3 G.C. TO INSTALL CONCRETE EQUIPMENT PAD AND INSTALL 6'-0" HIGH CHAIN LINK FENCE ENCLOSURE FOR CO2 TANK WITH LOCKING GATE. FENCE TO HAVE PRIVACY SLATS TO MATCH ADJACENT EXTERIOR WALL COLOR. G.C. TO SEAL AND WEATHERPROOF OPENING FOR CO2 LINE AFTER CO2 TANK INSTALLATION. 4 G.C. TO INSTALL (1) NEW BOLLARD TO MATCH EXISTING. 5 G.C. TO INSTALL NEW CONDENSING UNITS ON THE AREA INDICATED. REF R100. 6 G.C. TO OPEN UP THE WALL AS REQUIRED TO RUN THE NEW PLUMBING. PATCH AND REPAIR AS REQUIRED. FINISHES TO MATCH EXISTING. SEE SHEET P110 FOR MORE INFO. 7 G.C. TO INSTALL 3 5/8" STUD WALL (16" O.C.) TO SUPPORT REAR OF NEW COUNTER. NO WALL FINISHES. STUD WALL FROM FLOOR TO UNDERSIDE OF COUNTER. 8 G.C. TO REPAIR TILE BASE AS REQUIRED AFTER REINSTALLING CASEWORK. X SCALE:1/4" = 1'-0"A150 1 FIXTURE PLAN NOTE: REFER TO SHEET A151 FOR EQUIPMENT SCHEDULE. REFER TO SHEET A160 FOR CASEWORK SCHEDULE. A. CAULK ALL COUNTERTOP "FOOTBALLS" TO THE COUNTER TO PREVENT LIQUID FROM INFILTRATING THE METAL BASE. USE CLEAR SILICONE CAULKING. (BY G.C.) B.UPRIGHT COOLERS/FREEZERS ARE SHIPPED WITH HINGES ON THE RIGHT SIDE. GENERAL CONTRACTOR TO MODIFY DOOR SWING ON UPRIGHTS TO MATCH PLAN AS SHOWN. EQUIPMENT PLAN GENERAL NOTES: 0 2/12/21 ORIGINAL PERMIT SUBMISSION MS RG 1 3/05/21 CLIENT'S UPDATES MS/JM RG/KI 1 SCALE:1 1/2" = 1'-0"A150 2 TURN DOWN SLAB DETAIL SCALE: 1 1/2" = 1'-0"A150 3 CONTROL JOINT DETAIL SCALE: 1 1/2" = 1'-0"A150 4 SLAB TERMINATION DETAIL CONCRETE PAD NOTES: 1. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI FOR EXTERIOR PADS. 2. ALL CONCRETE SHALL BE AIR-ENTRAINED. 3. CONCRETE SHALL BE CURED FOR MINIMUM OF SEVEN DAYS BEFORE ANY LOADS ARE APPLIED THERETO. 4. CONSTRUCTION JOINTS SHALL BE PLACED AS SHOWN ON THE DRAWINGS. 5. CONCRETE SHALL BE PLACED SO THAT SLAB THICKNESS IS AT NO POINT LESS THAN THAT INDICATED ON DRAWINGS. 6. PROVIDE A BROOM FINISH ON EXTERIOR PADS. 7. PROVIDE ARDEX CG (TM) CONCRETE GUARD ACRYLIC PENETRATING SEALER. INSTALL PER MFR. RECOMMENDATION. COLOR: CLEAR. 1 1 1 03/08/2021 EG - EQUIPMENT SCHEDULE ITEM # QTY DESCRIPTION MANUFACTURER MODEL NOTES SUPPLIED BY OWNER & INSTALLED BY EG/CF THIRD PARTY VENDOR CONTRACTOR A-WALK-IN COOLER/FREEZER B-REFRIGERATION B25 1 ICE CREAM NOVELTY EXISTING EXISTING C - FOOD SERVICE EQUIPMENT C9 1 CONDIMENT BAR CREATIVE SERVING CH196-CF • C10 1 HEATED CONDIMENT DISPENSER TBD TBD C10A 1 CHIPS HOLDER E - CHILL ZONE EQUIPMENT E1 1 ICE/SODA DISPENSER CORNELIUS #IDC 621058656/PIDC PRO255BCH20B8FS115 w/ IY0594N-161 ice maker E9 1 BAG-IN-BOX PFI STOCKMASTER E10 1 BIB AIR COMPRESSOR PUMA LA-5706 (PROVIDE AS PART OF E9) F - COFFEE EQUIPMENT F2 2 COFFEE/TEA BREWER BUNN ITCB-DV 35700.0055 F5 1 6 FLAVOR CAPPUCCINO MACH W/ HOT WATER CURTIS PCGT6 F7 1 MILK AND CREAM DISPENSER SURESHOT AC220-SS • F8 1 FLAVOR SHOT DISPENSER SURESHOT ACFC-10-14 G - STORE FURNISHINGS G1 1 SWIVEL TASK CHAIR EXISTING EXISTING G2 3 FILE CABINET G8 1 FIRE EXTINGUISHER J - STORE SHELVING J 8 EXISTING COOLER WIRE RACK EXISTING EXISTING J1 2 EXISTING STORAGE SHELVING EXISTING EXISTING K - CASHIER EQUIPMENT K1 2 EXISTING POS TERMINAL EXISTING K3 1 LOTTERY TERMINAL EXISTING K6 1 ELECTRONIC SAFE EXISTING M - MISCELLANEOUS M5 1 ATM MACHINE EXISTING EXISTING P - PLUMBING EQUIPMENT P8 1 HAND SINK EXISTING EXISTING NOTE: AREAS IN HATCH INDICATE EXISTING EQUIPMENT PROPOSED TO BE REUSED. C4 1 HOT SANDWICH SLIDE F10 3 DUAL SOFT HEAT COFFEE BREWER BUNN DUAL SH DBC 33500.0001 • INCLUDES (2) 1.5 GALLON SERVER EACHUSE FACTORY SUPPLIED 90DEG WATER SUPPLY FITTING EXISTING EXISTING EXISTING EXISTING T3 1 PAPER TOWEL DISPENSER EXISTING EXISTING T4 1 SOAP DISPENSER EXISTING EXISTING E4 1 FROZEN BEVERAGE DISPENSER B12a 1 UPRIGHT COOLER - 2 DOOR (SANDWICH) EXISTING J13 19 GONDOLA SHELVING EXISTING EXISTING HATCO HZMS-30D EXISTING EXISTING P3 1 HAND SINK (WALL MOUNT) EXISTING EXISTING P2A 1 MOP SINK EXISTING EXISTING A10 2 GLASS DISPLAY - 4 DOOR - MEDIUM TEMP (COOLER)EXISTING EXISTING P1 1 3-BAY SINK EXISTING EXISTING F3 4 39600.0083 B7 1 UPRIGHT STORAGE FREEZER C6 1 ACCELERATED WARMING OVEN MERRYCHEF e4S-CF • P4 1 WATER HEATER EXISTING EXISTING F16 1 ICE DISPENCER/MAKER EXISTING EXISTING EXISTING EXISTING FBD#774 4-HEADTAYLOR COMPANY C12A 1 HEATED PIZZA DISPLAY CABINET HATCO FSD-1X C1b 1 ROLLER GRILL • • • • E13 1 CO2 TANK CARBO-MIZER 450 • • • ICE TEA/COFFEE DISPENSER • BUNN • EXISTING EXISTING B15 1 U/C CONVERTABLE REFRIGERATOR/FREEZER RANDELL FX-2WSA AT OVENS TBD TBD C9A 1 CONDIMENT RACK •TBD TBD • • C7 1 MICROWAVE OVEN EXISTING EXISTING C26 1 PASTRY CASE ROSETTO BD125 • • EXISTING EXISTING • ELECTRICAL PLUMBING VOLTAGE WATTS/ AMPS OUTLET/ BREAKER 115/60/1 7.8 A NEMA 5-15P/ 20A 1P WIRE (3) 12 AWG SANITARY DOMESTIC 120/60/1 3.0 A NEMA 5-15P/ 20A 1P (3) 12 AWG 120/60/1 8.5 A NEMA 5-15P/ 20A 1P (3) 12 AWG 115/60/1 14.2 A WIRED/ 20A 1P (3) 10 AWG 115/60/1 2.0 A (3) 12 AWG 115/60/1 8.5 A NEMA 5-15P/ 20A 1P (3) 12 AWG 208/60/2 or 240/60/2 15.6 A NEMA L6-30R/ 30A 2P (3) 10 AWG 208/60/2 or 240/60/2 12.0 A WIRED/ 15A 2P (3) 12 AWG 1" IW 3/8" FW WIRED/ 15A 1P 1" IW 3/8" DFW 3/8" DFW 115/60/1 11.53 A DUPLEX/ 20A 1P (3) 12 AWG 120/60/1 14.0 A NEMA 5-15P/ 20A 1P (3) 12 AWG 1/4" DFW 120/60/1 15.0 A NEMA 5-15P/ 20A 1P (3) 12 AWG 1/4" DFW 120/60/1 1.0 A NEMA 5-15P/ 15A 1P (3) 12 AWG 120/60/1 1.0 A NEMA 5-15P/ 15A 1P (3) 12 AWG 208/60/2 or 240/60/2 29.1 A NEMA 14-50R/ 50A 2P (3) 8 AWG (1) 10 AWG 1/4" DFW V.I.F.V.I.F. V.I.F. V.I.F. RELOCATED 208/60/2 or 240/60/2 7.5 A NEMA 6-30P/ 30A 1P (3) 10 AWG V.I.F.V.I.F. V.I.F. V.I.F. 11.3 A NEMA L14-20P120/208/60/1 (4) 12 AWG EXHAUST FAN NEEDED REF: SHEET E501 120/60/1 12.0 A NEMA 5-15P/ 20A 1P (3) 12 AWG C27 1 EXHAUST FAN FANTECH FG 8XL INLINE REFERENCE SHEET E501 FOR LOCATION 120/60/1 5.8 A WIRED/20A 1P (3) 12 AWG ICE CU-3 SODA DISPENSER CU-4 PROVIDED AS PART OF E9 M1 1 6 FT CHAIN LINK FENCE W/ PRIVACY SLATS & GATE PRIVACY SLAT COLOR TO MATCH ADJACENT FINISHES. SEE PLAN FOR FENCE/GATE DIMENSIONS SUPPLIED AND INSTALLED BY CONTRACTOR • J14 8 DISPLAY SHELVING EXISTING EXISTING P1A 1 WATER FILTER EVERPURE EV9328-06 REFERENCE SHEET P110 FOR LOCATION • C1c 1 SNEEZE GUARD EXISTING EXISTING V.I.F.V.I.F. V.I.F. V.I.F. C3 1 BUN WARMER EXISTING EXISTING V.I.F.V.I.F. V.I.F. V.I.F. • • • RELOCATED RELOCATED RELOCATED • • • 1 PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:10 PM 12322-034 A151 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C EQ U I P M E N T S C H E D U L E 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 0 2/12/21 ORIGINAL PERMIT SUBMISSION MS RG 1 3/05/21 CLIENT'S UPDATES MS/JM RG/KI 1 1 11 03/08/2021 CHECKOUT WOMENS' RESTROOM MENS' RESTROOM SALES WALK-IN COOLER (8 DOORS) BOH/ OFFICE AREA DS DS DS DS DS DS H1 EL E C . & T E L E / C O M M . S E R V I C E S H14 H36 H5 H6 H19 H22 (x2) H20 3' - 3" A160 2 ± 8" ± 1' - 8" ± 19' - 7" EXISTING CUP AND LID HOLDERS ± 7' - 0" H8 SYMBOL DESCRIPTION LEGEND EXISTING CASEWORK TAG NEW CASEWORK TAGXX XX NEW SOLID SURFACE COUNTERTOP EG - CASEWORK SCHEDULE ITEM # QTY DESCRIPTION MANUFACTURER MODEL SUPPLIED AND INSTALLED BY CONTRACTOR H - BUILDING CASEWORK (BY MILLWORK VENDOR) H1 1 CASHWRAP H5 1 COFFEE BAR/PREP TABLE SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR NOTE: AREAS IN HATCH INDICATE EXISTING CASEWORK TO BE REUSED. EXISTING. NEW WRAP CABINETS (BY OTHERS).EXISTING EXISTING H36 1 HOT FOODS TABLE H6 1 CHILL ZONE/HOTFOOD COUNTER H14 1 MANAGER'S DESK EXISTING EXISTING • • H19 1 COFFEE/TEA SHROUD (x4) • • H20 1 TEA RACK H22 2 FIT IT RACK ADVANCE TABCO: TKSS-305 OR APPROVED ALTERNATE EXISTING. NEW WRAP CABINETS (BY OTHERS). RELOCATED EXISTING CABINETS. NEW COUNTER TOP. NEW WRAP ON CABINETS (BY OTHERS). REF: SHEET A160 FOR DETAILS EXISTING H8 1 LID HOLDER • • NOTE: 1. MATERIALS LISTED IN SCHEDULE DO NOT NECESSARILY APPEAR IN DRAWINGS. MILLWORK FINISH SCHEDULE SOLID SURFACE COUNTER TOPSS-1 TO MATCH EXISTING BY GCTO MATCH EXISTING STAINLESS STEEL COUNTER TOPST-1 -BY GC- WASTE PULL CABINETS FORWARD AND INSTALL NEW COUNTER TOP TO MATCH DEPTH INDICATED FOR NEW EQUIPMENT NEW SS-1 COUNTER TOP ± 19' - 7" REMOVE ALL EXISTING VINYL BASE OVER CASEWORK ON WALL FINISH TO BE WRAPPED BY THIRD PARTY PULL CABINETS FORWARD AND INSTALL NEW COUNTER TOP TO MATCH DEPTH INDICATED FOR NEW EQUIPMENT PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:11 PM 12322-034 A160 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C CA S E W O R K P L A N & D E T A I L S 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 SCALE: 1/4" = 1'-0"A160 1 CASEWORK PLAN CASEWORK RECONFIGURATION NOTE: G.C. TO NOTIFY THE AOR IF THE NOTED CASEWORK TO GET MODIFIED CANNOT BE RECONFIGURED PER DWG'S D100 & A160 CASEWORK GENERAL NOTE: G.C. TO COORDINATE WITH THIRD PARTY CASEWORK VENDOR AS REQUIRED FOR ANY PATCH/REPAIR NEEDED TO EXISTING CASEWORK/COUNTERTOPS. ALL NEW AND EXISTING CASEWORK TO BE RE-SURFACED BY THIRD PARTY VENDOR. 0 2/12/21 ORIGINAL PERMIT SUBMISSION MS RG 1 3/05/21 CLIENT'S UPDATES MS/JM RG/KI SCALE:1" = 1'-0"A160 2 CHILL ZONE/HOTFOOD COUNTER (H6) ELEV. 1 1 1 1 03/08/2021 E.CUTTING, PATCHING AND DRILLING 1.PATCH AND FINISH TO MATCH ADJACENT AREAS THAT HAVE BEEN CUT, DAMAGED OR MODIFIED AS A RESULT OF THE INSTALLATION OF THE MECHANICAL SYSTEMS. 2.EXACT LOCATION OF ROOF TOP MECHANICAL UNITS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. CONTRACTOR SHALL FURNISH AND INSTALL ALL SUPPLEMENTAL SUPPORT STEEL FOR EQUIPMENT AND ROOF PENETRATIONS AFTER APPROVAL OF STRUCTURAL ENGINEER. INSULATION A.PLUMBING INSULATION (AS MANUFACTURED BY OWENS CORNING, KNAUF, SCHULLER OR CERTAINTEED) 1.INSULATE ALL ABOVE GRADE HOT AND COLD WATER PIPING WITH MOLDED FIBER GLASS HAVING AN ALL SERVICE JACKET. B.INSULATION THICKNESS SCHEDULE: 1) LESS THAN 2" DIAMETER PIPE: 1" THICK-HW AND 1/2" THICK-CW; 2) 2"-8" DIAMETER PIPE: 1-1/2" THICK. 1.INSULATE ALL ABOVE-GRADE, HORIZONTAL RAIN CONDUCTORS AND ROOF DRAIN SUMPS WITH ONE (1) INCH THICK MOLDED FIBER GLASS HAVING TYPE ASJ JACKET AND MANUFACTURED BY OWENS-CORNING FIBERGLASS COMPANY. 2.INCLUDE INSULATION OF FITTINGS AND VALVES. KEEP VAPOR BARRIERS INTACT. APPLY TO MANUFACTURER'S RECOMMENDATIONS. PIPING AND VALVES A.GENERAL 1.LABEL ALL PIPING AND SHOW DIRECTION OF FLOW EVERY 20 FEET ON CENTER. B.CONNECTIONS TO EQUIPMENT 1.PROVIDE VALVED WATER CONNECTION FOR EQUIPMENT. 2.INCLUDE ACCESSORIES REQUIRED BY CODE, DRAWING OR MANUFACTURER'S INSTRUCTIONS. C.SANITARY AND STORM SEWERS 1.PVC PIPING SHALL NOT BE INSTALLED UNLESS PERMITTED BY CODE. 2.SANITARY/STORM SEWER AND VENT MATERIAL SHALL BE AS FOLLOWS: D.ABOVE GRADE SANITARY/STORM SEWER AND VENT MATERIAL SHALL BE AS FOLLOWS: (EXISTING TIE-IN FOR ROOF DRAIN IS SCH 40 PVC) 1.NO-HUB CAST IRON PIPE CISPI 1-301-78. 2.PVC-DWV PLASTIC ASTM D1785 WITH ASTM D2665 DWV SOLVENT WELD SOCKET FITTINGS. 3.SCHEDULE 40 GALVANIZED STEEL PIPE, ASTM A120-83 WITH CAST IRON SCREWED FITTINGS ANSI B16.22 1983. E.SITE STORM AND SANITARY SEWERS 1.UP TO 15" -PVC PLASTIC ASTM D3034 SDR 35 WITH ASTM D3212 GASKET JOINTS. F.DOMESTIC WATER PIPING 1.INSTALL DOMESTIC WATER PIPING AS INDICATED ON DRAWINGS. INCLUDE ALL FITTINGS, VALVES, HANGERS AND OTHER ACCESSORIES INCLUDING WATER METER AND BACKFLOW PREVENTER. EXTEND DOMESTIC WATER PIPING TO ALL FIXTURES AND EQUIPMENT REQUIRED FOR COMPLETE INSTALLATION. 1.INCLUDE UNIONS, OR OTHER DISCONNECT MEANS, STOPS OR VALVES FOR ISOLATION OF FIXTURES AND EQUIPMENT. VALVES TO BE FULLY COMPATIBLE WITH PIPING FOR SERVICE INTENDED AS MANUFACTURED BY NIBCO, CRANE OR MILWAUKEE. INCLUDE HOSE OR DRAIN VALVES AT LOW POINTS WHERE FIXTURES CANNOT BE USED FOR DRAINAGE. 2.DOMESTIC WATER PIPING SHALL BE AS FOLLOWS: a.ABOVE GRADE -TYPE "L" HARD COPPER ASTM B88-832 WITH WROUGHT COPPER FITTINGS ASTM B16.22 1980 AND NON-LEAD OR ANTIMONY SOLDER JOINTS. b.BELOW GRADE -TYPE "K" SOFT COPPER WITHOUT JOINTS. c.FLUSH, VENT AND SANITIZE ALL WATER PIPING WITH CHLORINE AS REQUIRED PER AWWA, LOCAL BUILDING DEPARTMENT AND HEALTH DEPARTMENT CODES. d.DOMESTIC HOT AND COLD WATER PIPING UNDER CONCRETE FLOOR TO BE COVERED WITH SAND SO THAT PIPING WILL NOT BECOME EMBEDDED IN THE FLOOR SLAB. 4.ALL PIPING UNDER CONCRETE FLOOR SHALL BE TYPE "K" SOFT COPPER, CONTINUOUS. NO SPLICES OR FITTINGS WILL BE ALLOWED. 5.EXTREME CAUTION MUST BE TAKEN SO THAT NO COPPER PIPING AND INSULATION UNDER CONCRETE FLOORS BECOMES CRUSHED, CUT, SPLIT OR DEFORMED DURING THE POURING OF THE FLOOR SLAB. 6.ALL PIPING UNDER CONCRETE FLOORS SHALL BE COVERED INSIDE A PVC PIPE G.PIPE SUPPORTS 1.PIPE SUPPORTS FOR HOT PIPE SHALL BE ANVIL FIG. 181 OR EQUAL. 2.PIPE SUPPORTS FOR NATURAL GAS SHALL BE ANVIL FIG. 260 OR EQUAL. GENERAL REQUIREMENTS A.GENERAL 1.CONFORM TO ALL GENERAL AND SPECIAL CONDITIONS OF CONTRACT AS SPECIFIED BY SITE ENGINEER’S AND/OR OWNER. 2.VISIT SITE, CHECK FACILITIES AND CONDITIONS AND MAKE ALL NECESSARY OBSERVATIONS AND MEASUREMENTS. NOTE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND TAKE ALL ITEMS INTO CONSIDERATION IN BID. 3.SYSTEMS ARE TO BE COMPLETE AND WORKABLE IN ALL RESPECTS, PLACED IN OPERATION AND PROPERLY ADJUSTED. 4.CONTRACTOR SHALL PROVIDE HIS OWN CLEAN-UP, REMOVAL AND LEGAL DISPOSAL OF ALL RUBBISH DAILY. 5.CONTRACTOR SHALL PROTECT HIS WORK, HIS EXISTING AND ADJACENT PROPERTY AGAINST WEATHER. 6.CONTRACTOR SHALL PROTECT HIS WORK, MATERIALS, APPARATUS AND FIXTURES FROM DAMAGE. ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION REQUIRED, SHALL BE REMOVED AND REPLACED WITH NEW MATERIAL AT THE CONTRACTOR'S EXPENSE. 7.ARRANGE FOR AND OBTAIN OWNER'S AND INSURANCE REPRESENTATIVE'S PERMISSION FOR ANY SERVICE SHUTDOWNS. 8.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES OF CONSTRUCTION AND THE SAFETY OF WORKMEN. 9.NO PIPING, DUCTWORK, WIRING, ETC. SHALL BE INSTALLED OR ROUTED ABOVE ELECTRICAL PANELS AND EQUIPMENT. 10.THE CONTRACTOR SHALL COORDINATE AND OBTAIN A WRITTEN APPROVAL IDENTIFYING THE ELECTRICAL CHARACTERISTICS OF ALL MECHANICAL EQUIPMENT PRIOR TO ORDERING OF EQUIPMENT. NO ADDITIONAL PAYMENT WILL BE MADE FOR LACK OF CONTRACTOR COORDINATION OF ELECTRICAL CHARACTERISTICS. 11.DURING CONSTRUCTION THE CONTRACTOR MAY UNCOVER AN EXISTING CONDITION THAT WILL HAVE TO BE MODIFIED. ANY SUCH WORK WHICH COMES UNDER THE JURISDICTION OF THIS CONTRACTOR SHALL BE DONE BY THIS CONTRACTOR WITHOUT EXTRA COST TO THE OWNER, AS THOUGH FULLY DETAILED ON PLANS AND/OR DESCRIBED IN THE SPECIFICATIONS. 12.ALL DIMENSIONS, MEASUREMENTS AND PROJECT CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE CONTRACTOR. REFER ALL DIFFERENCES, IN WRITING, TO THE OWNER'S REPRESENTATIVE FOR CONSIDERATION PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BEAR THE COST OF RECTIFYING WORK NOT APPROVED BY THE OWNER'S REPRESENTATIVE, CAUSED BY LACK OF COORDINATION AND OR NOTIFICATION. 13.INSTALL ALL EQUIPMENT IN FULL ACCORDANCE WITH LOCAL CODE REQUIREMENTS, OTHER SPECIFICATION SECTION REQUIREMENTS, AND MANUFACTURER RECOMMENDATIONS. B.CODES, PERMITS, STANDARDS AND REGULATIONS 1.CONFORM TO ALL APPLICABLE CODES (LOCAL, STATE, NATIONAL CODES, NFPA, OSHA, ETC.). GOVERNMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND APPLICABLE STANDARDS. 2.OBTAIN PERMITS AND PAY ALL FEES, ARRANGE FOR ALL REQUIRED INSPECTIONS AND APPROVALS. C.DRAWINGS 1.THE SYSTEMS AS SHOWN ON PLUMBING DRAWINGS ARE DIAGRAMMATIC. CONFIRM ALL DIMENSIONS BY FIELD MEASUREMENT. 2.THE EXACT LOCATIONS FOR FIXTURES, EQUIPMENT AND PIPING WHICH IS NOT COVERED BY DRAWINGS, SHALL BE OBTAINED FROM THE SITE ENGINEER’S OR HIS REPRESENTATIVE IN THE FIELD AND THE WORK SHALL BE LAID OUT ACCORDINGLY. D.BASE EQUIPMENT, MATERIALS AND SUBSTITUTIONS. 1.ALL EQUIPMENT AND MATERIALS SHALL BE NEW, FREE OF DEFECTS AND U.L. LABELED. 2.BASE BID MANUFACTURERS ARE INCLUDED IN THE SPECIFICATIONS OR LISTED IN THE NAME OR MAKE OF ANY ARTICLE, DEVICE, MATERIAL, FORM OF CONSTRUCTION, FIXTURE, ETC. STATED IN THIS SPECIFICATIONS, WHETHER OR NOT THE WORDS "OR APPROVED EQUAL" ARE USED, SHALL BE KNOWN AS A "STANDARD". 3.ALL PROPOSALS SHALL BE BASED ON "STANDARDS" SPECIFIED. 4.THE EQUIPMENT SCHEDULES ON THE DRAWINGS INDICATE MANUFACTURERS EQUIPMENT MODEL NUMBERS THAT THIS DESIGN HAS BEEN BASED ON. THE USE OF OTHER MANUFACTURES EQUIPMENT THAT IS LISTED AS ACCEPTABLE ALTERNATES AND REFLECTS ANY ADDITIONAL COST OF SUCH CHANGES SHALL BE PAID BY THE CONTRACTOR. 5.SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER. IF A SUBSTITUTION IS SUBMITTED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO EVALUATE IT AND CERTIFY THAT THE SUBSTITUTION IS EQUIVALENT IN ALL RESPECTS TO THE BASE SPECIFICATIONS. 6.COORDINATE ALL APPROVED SUBSTITUTIONS. ANY COSTS RESULTING FROM SUBSTITUTION SHALL BE THE RESPONSIBILITY OF AND PAID FOR BY THE CONTRACTOR. APPROVED SHOP DRAWINGS DO NOT ABSOLVE THIS CONTRACTOR FROM THIS RESPONSIBILITY. E.ALL EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH THE MANUFACTURER'S DATA AND INSTALLATION INSTRUCTIONS. IT IS THIS CONFORM THESE REQUIREMENTS PRIOR TO STARTING WORK. F.WARRANTY 1.FULLY WARRANT ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR (1) YEAR FROM DATE OF ACCEPTANCE. 2.EXTEND ALL MANUFACTURERS' WARRANTIES TO OWNER. 3.REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE DURING THE WARRANTY PERIOD. IN THE CASE OF REPLACEMENT OR REPAIR DUE TO FAILURE WITHIN THE WARRANTY PERIOD, THE WARRANTY ON THAT PORTION OF THE WORK SHALL BE EXTENDED FOR A MINIMUM PERIOD OF ONE (1) YEAR FROM THE DATE OF SUCH REPLACEMENT OR REPAIR. G.SHOP DRAWING SUBMITTALS 1.SUBMIT SHOP DRAWINGS FOR PLUMBING SYSTEMS, INCLUDING BUT NOT LIMITED TO FIXTURES AND EQUIPMENT WITH ADEQUATE DETAILS AND SCALES TO CLEARLY SHOW CONSTRUCTION. INDICATE THE OPERATING CHARACTERISTICS FOR EACH REQUIRED ITEM. CLEARLY IDENTIFY EACH ITEM ON THE SUBMITTAL AS TO MARK, LOCATION AND USE, USING SAME IDENTIFICATION AS PROVIDED ON THE CONSTRUCTION DOCUMENTS. 2.CONTRACTOR SHALL REVIEW AND INDICATE HIS APPROVAL OF EACH SHOP DRAWINGS PRIOR TO SUBMITTAL FOR REVIEW. SHOP DRAWINGS WILL NOT BE REVIEWED BY THE ENGINEER UNLESS THE CONTRACTOR'S APPROVAL IS NOTED. DO NOT START WORK OR FABRICATION UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED BY THE ENGINEER AND RETURNED TO THE CONTRACTOR. 3.SUBMITTALS WILL BE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS AND NOT FOR DIMENSIONS OR QUANTITIES. THE SUBMITTAL REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR PURCHASE OF ANY ITEM IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS OR ITS COMPLETE AND PROPER INSTALLATION. 4.WHERE SUBMITTALS VARY FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL CLEARLY INDICATE ON SUBMITTAL OR ACCOMPANYING DOCUMENTS THE NATURE AND REASON FOR THE VARIATIONS. 5.EACH MANUFACTURER OR HIS REPRESENTATIVE MUST CHECK THE APPLICATION OF HIS EQUIPMENT AND CERTIFY AT TIME OF SHOP DRAWING SUBMITTAL THAT THE EQUIPMENT SPECIFIED HAS BEEN PROPERLY APPLIED AND CAN BE INSTALLED, SERVICED AND MAINTAINED WHERE INDICATED ON THE DRAWINGS. ADVISE ENGINEER IN WRITING WITH SUBMITTAL DRAWINGS OF ANY POTENTIAL PROBLEMS. THE MANUFACTURER SHALL BE RESPONSIBLE FOR ANY CHANGES THAT MIGHT BE NECESSARY BECAUSE OF PHYSICAL CHARACTERISTICS OF EQUIPMENT THAT HAVE NOT BEEN CALLED TO THE ENGINEER'S ATTENTION AT THE TIME OF SUBMITTAL. BASIC MATERIALS AND METHODS A.GENERAL 1.THIS SECTION INCLUDES BASIC PLUMBING MATERIALS AND METHODS TO COMPLEMENT OTHER SECTIONS IN THIS SPECIFICATION AND REQUIREMENTS INDICATED ON THE MECHANICAL DRAWINGS. B.SUPPORTS AND HANGERS 1.INSTALL HANGERS, SUPPORTS, CLAMPS AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING FROM BUILDING STRUCTURE. THE INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF MSS SP-69 AND SP-89. C.ESCUTCHEONS 1.FIT ALL PIPE PASSING THROUGH WALLS, FLOORS OR CEILINGS IN FINISHED ROOMS WITH STEEL OR BRASS ESCUTCHEONS. WHERE SURFACE IS TO RECEIVE A PAINT FINISH, MAKE ESCUTCHEONS PRIME PAINTED; OTHERWISE MAKE ESCUTCHEONS NICKEL OR CHROME PLATED. WHERE PIPING IS INSULATED, FIT ESCUTCHEONS OUTSIDE INSULATION. D.IDENTIFYING DEVICES AND LABELS 1.PROVIDE METAL EQUIPMENT NAMEPLATES PERMANENTLY FASTENED TO EQUIPMENT WITH PERATIONAL DATA ENGRAVED OR STAMPED. 2.IDENTIFY ALL PIPES AND VALVES UNEXPOSED AREAS, AND ACCESSIBLE CEILINGS AND SHAFTS. 3.COLOR CODE IDENTIFICATION BANDS OR MARKER BACKGROUNDS TO IDENTIFY CONTENTS OF PIPE AND DIRECTION OF FLOW LOCATED NEAR EACH VALVE AND FITTING, ON BOTH SIDES OF PIPE PASSING THROUGH WALLS AND ON LONG RUNS AT NOT OVER 20 FOOT INTERVALS. PLUMBING SYSTEMS AND EQUIPMENT A.GENERAL 1.CONTRACTORS BIDDING THIS PROJECT SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THEIR WORK. SUBMISSION OF A BID ON THIS PROJECT SHALL BE CONSTRUED AS HAVING SUCH KNOWLEDGE. 2.VERIFY EXACT CONDITIONS IN FIELD AND COORDINATE WITH THESE DRAWINGS AND OTHER TRADES BEFORE BEGINNING NEW WORK. 3.DETERMINE EXACT LOCATIONS FOR ALL EQUIPMENT, PIPING, CONDUITS AND DUCTWORK IN FIELD. 4.COORDINATE WORK OF THIS CONTRACT WITH OTHER TRADES. CONFLICTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE SITE ENGINEER’S. SITE ENGINEER’S RESOLUTION TO CONFLICTS SHALL BE FINAL. 5.ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON DRAWINGS OR SPECIFIED AND THE ACTUAL CONDITIONS IN THE FIELD SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE SITE ENGINEER’S BEFORE PROCEEDING. 6.BUILDING AND SURFACES DAMAGED DURING INSTALLATION SHALL BE REPAIRED, REPLACED, AND/OR RESTORED TO ORIGINAL CONDITION AFTER COMPLETION OF WORK AND BEFORE ACCEPTANCE BY OWNER. B.EQUIPMENT 1.PLUMBING CONTRACTOR TO FURNISH ALL PLUMBING EQUIPMENT INDICATED AND/OR SCHEDULED ON THE DRAWINGS COMPLETE WITH BASES, ISOLATORS, SUPPORTS AND OTHER REQUIRED ACCESSORIES, 2.INSTALL COMPLETE AND PLACE IN PROPER OPERATION PER MANUFACTURER'S RECOMMENDATIONS, LUBRICATE AND ADJUST AS REQUIRED. FURNISH AND INSTALL CLEAN SET OF FILTERS PRIOR TO BALANCING. 3.EQUIPMENT TO BE MADE AND MODEL AS SCHEDULED UNLESS ALTERNATE EQUIPMENT OF EQUIVALENT QUALITY AND PERFORMANCE IS SUBMITTED AS A SUBSTITUTION PRIOR TO BIDDING. ALL SUBSTITUTIONS ARE SUBJECT TO ACCEPTANCE WITHOUT QUALIFICATION BY OWNER, ENGINEER AND SITE ENGINEER’S. PLUMBING INSTRUMENTS AND CONTROLS A.GENERAL 1.AFTER INSTALLATION, CHECK ALL EQUIPMENT AND PERFORM START UP IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 2.ALL PIPING SHALL BE TESTED AND FREE OF LEAKS AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 3.WORK THAT IS SCHEDULED TO BE CONCEALED OR INSULATED SHALL REMAIN UNCOVERED UNTIL REQUIRED TESTS HAVE BEEN COMPLETED. IF THE CONSTRUCTION SCHEDULE REQUIRES, ARRANGE FOR TESTS ON SECTIONS OF THE SYSTEM AT A TIME. 4.BALANCE ALL SYSTEMS, CALIBRATE CONTROLS, CHECK FOR PROPER OPERATION AND SEQUENCE UNDER ALL CONDITIONS AND MAKE ALL NECESSARY ADJUSTMENTS. 5.INSTRUCT OWNER IN OPERATION OF SYSTEMS AND SUBMIT OPERATING AND MAINTENANCE MANUAL FOR ALL EQUIPMENT AND SYSTEMS. 6.SUBMIT AIR AND WATER BALANCE REPORT FROM INDEPENDENT AABC OR NEBB CERTIFIED SUBCONTRACTOR FOR ALL AIR AND WATER SYSTEMS PER AABC OR NEBB STANDARDS. TESTING, ADJUSTING, AND BALANCING A.BALANCING, START UP AND INSTRUCTIONS 1.AFTER EQUIPMENT IS PLACED IN OPERATION, SYSTEMS SHALL BE BALANCED WITH REPORT SUBMITTED TO OWNER. 2.START UP AND PLACE ALL SYSTEMS IN OPERATION AND TAG ALL SWITCHES AND CONTROLS WITH PERMANENT LABELS INSTRUCT OWNER ON PROPER OPERATION AND PREVENTATIVE MAINTENANCE OF SYSTEM. 3.AS PART OF THE FINAL INSPECTION PROCESS, THE GENERAL CONTRACTOR SHALL SCHEDULE AND PAY FOR A COMPLETE SEWER LINE VIDEO INSPECTION. PROVIDE A DVD COPY OF THE ENTIRE VIDEO INSPECTION TO THE OWNER. COLD WATER HOT WATER DESCALE FILTERED WATER FILTERED WATER SANITARY WASTE GREASE WASTE VENT SHUT OFF VALVE CHECK VALVE HUB DRAIN FLOOR SINK EG EQUIPMENT TAG V GW W FW DFW XX PLUMBING LEGEND PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:25 PM 12322-034 P001 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C PL U M B I N G S P E C I F I C A T I O N S 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL # CONNECTIONS ACCESSORIES NOTES ALTERNATE MANUFACTURERSVENT WASTE FW DFW E1 ICE/SODA DISPENSER CORNELIOUS 621058657 - 1" IW 3/8" (2) 3/8" -A, B NONE E4 FROZEN BEVERAGE DISPENSER TAYLOR COMPANY FBD# 12-7462 - 1" IW 3/8" - -A, B NONE F2 COFFEE/TEA BREWER BUNN ITCB 35700 - - - 1/4" -A NONE F5 6 FLAVOR CAPPUCCINO MACH CURTIS PCGT6 - - - 1/4" -A NONE F10 DUAL SOFT HEAT COFFEE BREWER BUNN 33500 - - - 1/4" -A NONE A. PROIVDE BALL VALVE AND WATTS SD-2 CHECK VALVE ON FILTERED WATER SUPPLY, PROVIDE FEMALE NPT VALVE DOWNSTREAM OF VB FOR CONNECTION OF EQUIPMENT. B. PROVIDE FULL SIZE DRAIN LINE FROM EQUIPMENT. END OVER DRAIN. 03/08/2021 2 B 3 C A 1 4 E1 F10 E4 F2 F5 ALL VALVES SHALL BE FULL PORT WITH STAINLESS STEEEL BALL AND STEM NOTE: ROUTE COLD WATER PIPING THROUGH HOLES PROVIDED WITH MILLWORK OR DRILL NEW HOLES THROUGH EXISITNG MILLWORK AS REQ'D. . PIPING SHALL BE INSTALLED BELOW ELECTRICAL AND TIGHT TO BACK OF CABINET. NOTE: PIPES SHOWN OFFSET FOR CLARITY, ALL PIPES SHALL BE TIGHT TO BACK OF CABINETRY. ALL PIPING SHALL BE INSULATED WITH 1-1/2" FIBERGLASS INSULATION WITH FACTORY APPLIED JACKET. ALL FITTINGS AND VALVES SHALL BE PROVIDED WITH INSULATION AND WHITE PREMOLDED PVC INSULATION COVERS PC TO LABEL ALL WATER PIPING WITH APPROPRIATE "FW" & "DFW" TAGS. INCLUDE LABEL FOR BYPASSES. NOTE: REMOVE EXISTING WATER FILTER SYSTEM (WFS) IF EXISTING. INSTALL NEW. REF PLAN FOR LOCATION ALL PLUMBING LINES TO BE ENCLOSED WITHIN WALLS, MILLWORK, OR ABOVE CEILING NO EXPOSED PLUMBING LINES. WFS ROUTE DRAIN LINE FROM ICE/SODA DISPENSER ALONG REAR OF THE MILLWORK & THROUGH WALL. SLOPE DRAIN LINE A MIN. OF 1/8" PER FOOT TOWARD THE POINT OF TERMINATION. PROVIDE A CLEANOUT AT EVERY CHANGE IN DIRECTION. TERMINATE OVER EXISTING NEAREST FLOOR SINK WITH THE CODE REQUIRED MIN. AIR GAP. EXTEND NEW 1" CW LINE FROM WATER FILTER SYSTEM TO EXISITNG CW LINE 1" OR LARGER (EVERPURE MODEL EV9328-06) RE: 3/P110 1/2" FW DROP. PROVIDE WATTS MODEL SD-2 ON EACH CONNECTION TO BEVERAGE EQUIPMENT. FACTORY SUPPLIED 90° ELBOW SHALL BE UTILIZED FOR FINAL CONNECTION TO EQUIPMENT. (TYP) DRAIN LINE FROM BACK OF ICE/SODA DISPENSER & TROUGH DRAIN. 1" FW 1" DFW1" DFW ABOVE CEILING RUN DFW LINE DOWN DEDICATED LEGRAND VERTICAL DROP WIREMOLD. FASTEN TO COUNTER AND TO CEILING. DFW LINES TO RUN THROUGH ISLAND,& CONNECT TO FIXTURES. 1" DFW SCALE: NTS HUB DRAIN DETAIL (IF AS REQ'D) P110 2 SCALE: NTS TYPICAL WATER FILTER DETAIL P110 3 ICE MACHINE DRAINS CUT 45 DEG. DRIP TIP (TYP) 2"x3" REDUCER 1-1/2"x2" REDUCER 1-1/2" INDIRECT DRAIN TO FLOOR SINK 1" REDUCED PRESSURE BACKFLOW PREVENTER APOLLO # 40-2-SERIES. PIPE DRAIN DISCHARGE TO NEAREST FLOOR DRAIN. EXACT LOCATION TO BE DETERMINED IN FIELD. TO FROZEN AND FOUNTAIN BEVERAGE MACHINES AT CHILL ZONES 1" FW TO ICE MACHINE, COFFEE MACHINES, TEA MACHINES, ETC.SCALE INHIBITOR FULL SIZE BY PASS-NORMALLY CLOSED UNION (TYP.) PRESSURE REDUCING VALVE SET TO ICE CUBER AND/OR COFFEE MAKERS' MANUFACTURER BALL VALVE (TYP.) EVERPURE MODEL EV9328-06, AND REMOVABLE REPLACEMENT FILTER CARTRIDGES PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:26 PM 12322-034 P110 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C SA N I T A R Y P I P I N G P L A N 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 PLUMBING GENERAL NOTES A. ALL PLUMBING LINES NOT BEING REUSED TO BE REMOVED OR CAPPED OFF BELOW SLAB, WITHIN WALL, OR ABOVE CEILING. B. CONTRACTOR TO VERIFY ALL EXISTING LINES PRIOR TO ANY REMOVAL OR INSTALLATION. C. THE PLUMBING SYSTEMS (SANITARY, WASTE DISTRIBUTION) AND ALL ASSOCIATED EQUIPMENT WILL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE FULL REQUIREMENTS OF THE PLUMBING CODE (2018 IPC). D. NOT USED. E. ALL HOT AND COLD WATER PIPING LOCATED ABOVE CEILING AREAS BUT BELOW ROOF INSULATION SHALL BE INSULATED WITH 3/4" FIBERGLASS LOW PRESSURE TYPE WITH DUAL TEMPERATURE JACKET. ALL HOT AND COLD WATER PIPING LOCATED OUTSIDE OF BUILDING INSULATION ENVELOPE SHALL BE INSULATED TO THICKNESS SPECIFIED IN INSULATION SCHEDULE SHOWN ON THIS SHEET. ALL UNDERGROUND PIPES LOCATED INSIDE BUILDING TO BE ENCASED IN FLEXIBLE POLYETHYLENE. F. NOT USED. G. PROVIDE SEPARATE SHUT-OFF VALVES FOR ALL EQUIPMENT AND PLUMBING FIXTURES REQUIRING WATER CONNECTIONS. H. PROVIDE COUPLINGS TO ALL EQUIPMENT AS REQUIRED. I. NOT USED. J. PROVIDE CATEGORY III STAINLESS STEEL VENT AS SPECIFIED BY MANUFACTURER. LAST PORTION OF PIPE SHALL EXTEND A MINIMUM OF 36" ABOVE ROOF SURFACE. K. PROVIDE BACKFLOW PREVENTER ON COFFEE MAKERS, ICE MACHINE AND OTHER WATER LINES AS REQUIRED BY LOCAL CODES. L. PROVIDE WOOD BLOCKING AS REQUIRED FOR FIXTURES AND PIPING. M. NOT USED. N. FILTERED WATER AT THE VEGETABLE PREP SINK IS OPTIONAL. UNFILTERED COLD WATER MAY BE USED IN ITS PLACE. O. APPROVED WATER FILTER SYSTEMS: A. EVERPURE MODEL #EV9328-06 OR SELECTO SCIENTIFIC MODE #MF620CC. NOTE: PROVIDE LIME INHIBITOR AS MAY BE REQUIRED. B. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL WATER FILTER FOR FOUNTAIN DRINKS AT THE BAG-IN-BOX WALL. VERIFY FILTER REQUIREMENTS WITH COKE VENDER. P. CUTTING AND NOTCHING OF 2x4 BEARING WALL NOT TO EXCEED 7/8". BORED HOLES IN 2x4 BEARING WALLS NOT TO EXCEED 2-1/8". Q. PE PIPING TO BE USED UNLESS NOT ALLOWED BY LOCAL CODES. R. PLUMBING CONTRACTOR TO PROVIDE WATER FILTER FOR DRINK SYSTEM. COORDINATE REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. S. INSTALL INDIRECT WASTE WITH AN AIR GAP AT A MINIMUM OF 2 TIMES THE DIAMETER OF THE LARGEST WASTE PIPING. T. NOT USED. U. NOT USED. V. NOT USED. W. NOT USED. X. HEAT TAPE IS PROVIDED BY WALK-IN-BOX MANUFACTURER AND INSTALLED BY ELECTRICAL CONTRACTOR. IT IS TO BE SELF-LIMITING TYPE, "FROSTEX" OR EQUAL. Y. ALL VALVES TO BE LOCATED OVER ACCESSIBLE CEILING. DO NOT LOCATE OVER GWB CEILING OR OTHER INNACCESSIBLE AREAS. Z. ALL HOT, COLD, AND RECIRCULATION WATER PIPING TO BE INSULATED. REF SPECIFICATION SHEET. SCALE: 1/4" = 1'-0" 1 SANITARY / DOMESTIC WATER PIPING PLAN P100 INSTALL SHUTOFF VALVES ON INLET OF EACH PLUMBING FIXTURE, AND ELSEWHERE AS INDICATED. FOR SHUTOFF VALVES 2 INCHES AND SMALLER, USE GATE OR BALL VALVES; FOR SHUTOFF VALVES 2-1/2" INCHES AND LARGER, USE GATE OR BUTTERFLY VALVES. REFER TO SPECIFICATION FOR MORE INFORMATION. INSTALL INDIRECT WASTE WITH AN AIR GAP AT A MINIMUM OF 2 TIMES THE DIAMETER OF THE LARGEST WASTE PIPING. 1. ALL PIPING CONNECTIONS SHOWN ARE APPROXIMATE ONLY. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH CUMBERLAND FARMS INC. (CFI) FOR THE EXACT LOCATIONS AND REQUIREMENTS OF ALL PIPING DROPS AND FINAL CONNECTIONS, AS WELL AS ALL VALVES. THIS SHALL BE DONE PRIOR TO ANY INSTALLATION OF ANY PLUMBING SYSTEMS ASSOCIATED WITH THE FOOD SERVICE. 2. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL PLUMBING CONNECTIONS TO ALL FOOD SERVICE EQUIPMENT REQUIRING PLUMBING. ALL FINAL CONNECTIONS SHALL BE COORDINATED WITH THE FOOD SERVICE CONTRACTOR PRIOR TO INSTALLATION. ALL FINAL PLUMBING CONNECTIONS TO ALL FOOD SERVICE EQUIPMENT SHALL BE IN ACCORDANCE WITH THAT EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 3. THE TERM "FOOD SERVICE EQUIPMENT" SHALL INCLUDE ALL FIXTURES, FAUCETS, SINKS, COOKING EQUIPMENT, ICE MAKERS, COFFEE MAKERS AND ANY EQUIPMENT OR FIXTURE IN THE FOOD SERVICE THAT REQUIRES PLUMBING CONNECTIONS. 4. ALL FINAL WATER CONNECTIONS SHALL BE PROVIDED WITH SHUT OFF VALVES OR SERVICE STOPS. 5. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL FOOD SERVICE EQUIPMENT DRAWINGS AND CUT SHEET INFORMATION AND TO PERFORM ALL COORDINATION WITH CFI AND ARCHITECT SO AS TO FAMILIARIZE THEMSELVES WITH EVERY PIECE OF FOOD SERVICE EQUIPMENT REQUIRING PLUMBING CONNECTIONS. ALL FINAL CONNECTION POINTS, VALVE REQUIREMENTS AND DIMENSIONS SHALL BE DETERMINED AS A RESULT OF THIS COORDINATION. THE PLUMBING DRAWINGS SHALL NOT BE USED FOR DIMENSIONING OF ANY DRAIN, VENT, WATER OR GAS PIPING. 6. THE PLUMBING CONTRACTOR SHALL RUN ALL INDIRECT WASTE PIPING FROM FOOD SERVICE EQUIPMENT TO INDIRECT WASTE AT FLOOR DRAINS AND FLOOR SINKS. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE FOOD SERVICE CONTRACTOR FOR ALL REQUIRED INDIRECT WASTE DRAINS. INDIRECT WASTE PIPING FROM FOOD SERVICE EQUIPMENT SHALL BE COPPER. 7. NOT USED. 8. PRIOR TO THE COMMENCEMENT OF ANY PLUMBING WORK, THE PLUMBING CONTRACTOR SHALL COORDINATE A MEETING WITH THE FOOD SERVICE CONTRACTOR AND CONSULTANT, THE ARCHITECT, THE OWNER'S REPRESENTATIVE AND THE OWNER. THE PURPOSE OF THE MEETING WILL BE FOR THE PLUMBING CONTRACTOR TO PRESENT THE PROPOSED LOCATIONS OF ALL FLOOR PENETRATIONS AND UNDERFLOOR PIPING TO THE OWNER AND TO COORDINATE THE LOCATIONS OF ALL FLOOR PENETRATION AND UNDERFLOOR PIPING THAT WILL BE INSTALLED INTO THE SPACE BELOW THE FOOD SERVICE FLOOR. NO PLUMBING WORK SHALL BEGIN UNTIL THE OWNER HAS REVIEWED AND APPROVED ALL FLOOR PENETRATIONS AND UNDERFLOOR PIPING INSTALLATIONS. 9. ALL FOOD SERVICE EQUIPMENT, FIXTURES AND FAUCETS SHALL BE FURNISHED BY CFI. ALL EQUIPMENT AND FIXTURES SHALL BE INSTALLED BY THE PLUMBING CONTRACTOR. ALL FAUCETS FOR FIXTURES AND EQUIPMENT SHALL BE INSTALLED BY THE PLUMBING CONTRACTOR. ALL FAUCET AND FIXTURE TRIM, DRAINS, WASTES, SERVICE STOPS, P-TRAPS, WASTE ARMS, WATER SUPPLIES, SINK STRAINERS, TAILPIECES AND ALL PLUMBING TRIM ASSOCIATED WITH FOOD SERVICE FIXTURES, FAUCETS AND EQUIPMENT INCLUDING ALL FINAL CONNECTIONS SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR. 10. THE PLUMBING CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE INSTALLATION OF ALL FOOD SERVICE SINKS, FAUCETS AND ALL EQUIPMENT REQUIRING PLUMBING CONNECTIONS. FOOD SERVICE NOTES 03/08/2021 CU-3 CU-4 C-3 C-4 UC-4 FBD UC-3 ICE MAKER 2 3 1 2 C-4 C-3 RSL & RLL UP TO CONDENSER LOCATION AT EXTERIOR. SEAL & WATERPROOF REFRIGERATION LINES OPENINGS AT WALL PENATRATIONS. TYPICAL LIQUID LINE INSULATION SUCTION LINE INSULATION UNISTRUT CUSH-A-CLAMP FIRMLY CLAMPED TO PIPE (TYP) PVC JACKET FOR ALL REFRIGERATION LINES EXTERIOR TO BUILDING (TYP) ELEVATION PIPING INSULATION (BEYOND) SUCTION LINE BOLT UNISTRUT P-1000 (GALVANIZED) WALL OR BUILDING STRUCTURE PLAN LIQUID LINE CUSH-A-CLAMP FIRMLY CLAMPED TO PIPE (TYP) 3" MAX TOP BEAM CLAMP TYP TOP CHORD OF JOIST ROOF THREADED ROD TYP LOADS MUST BE HUNG WITHIN 3" OF PANEL POINTS BOTTOM OF STRUCTURE 1 5/8"x1 5/8" GALVANIZED UNISTRUT P-1000, 10'-0" MAXIMUM ON CENTERS TIGHT TO UNISTRUT NOTE: FOR OVERHEAD LINES, UNISTRUT HORIZONTAL, TRAPEZE HUNG FOR PIPING BEHIND CASES, UNISTRUT VERTICAL, WALL-MOUNTED PIPING INSULATION SUCTION LINE SCHEDULE 40 PVC PIPE AT EACH NYLON WIRE TIE, APPROX 10" LONG (INNER DIAMETER OF PVC PIPE APPROX. SAME AS OD OF INSULATION) PIPING INSULATION LIQUID LINE SUPPORT TO BE LOCATED < 1'-0" FROM DROP HORIZONTAL REFRIGERANT LINE SUPPORT. REF DETAIL.LIQUID LINE (TYP) SUCTION LINE (TYP) INTERMEDIATE SUCTION LINE TRAP (PLACE TRAP AT MIDPOINT OF RISER) BASE TRAP PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:29 PM 12322-034 R100 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C RE F R I G E R A T I O N P L A N A N D S C H E D U L E S 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 SCALE: 1/8" = 1'-0"R100 1 REFRIGERATION PLAN A. ALL EQUIPMENT RACKS AND SUPPORTS BY OTHERS. B. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S GUIDELINES AND INSTALLATION CLEARANCES. C. REFER TO ARCH DWGS FOR EQUIPMENT RACK DETAIL. D. REFER TO MANUFACTURER'S LITERATURE FOR CLEARANCE REQUIREMENTS. E. REFRIGERANT LIQUID AND SUCTION PIPING SHALL BE SIZED BY EQUIPMENT MANUFACTURER (TYPICAL). F. FBD FROZEN BEVERAGE, SANDWICH COOLER AND ICE DISPENSER RSL PIPING RUNS, RLL PIPING RUNS, AND REMOTE ACCU'S ARE SHOWN FOR COORDINATION PURPOSES ONLY. EQUIPMENT IS BY OTHERS. RSL AND RLL PIPING AND SIZING SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. G. ALL TUBING REFRIGERANT LINES SHALL BE TYPE L HARD DRAWN OR TYPE L SOFT DRAWN COPPER ASTM B280 REFRIGERANT GRADE. BRAIDED LINE SETS SHALL ONLY BE PERMITTED AS SHOWN ON PLANS. H. ALL REFRIGERANT LINE SETS SHALL BE INSULATED WITH ARMCELL AP ARMAFLEX TUBE INSULATION. TO THE THICKNESS AS SHOWN IN THE INSULATION THICKNESS SCHEDULES IN THIS SHEET. I. REFRIGERATION DRAWINGS ARE PROVIDED AS AN AID TO BIDDING AND TO INDICATE DESIRED ROUTING OF REFRIGERATION LINES. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR CORRECT INSTALLATION OF PIPING AND ACCESSORIES TO PROVIDE A COMPLETE AND FULLY OPERATING SYSTEM. J. PROVIDE 1" CONDENSATE DRAIN PIPE FROM EACH UNIT COOLER TO DRAIN LINE PROVIDED BY PLUMBING. SEE PLUMBING DRAWINGS FOR LOCATION. REFER TO SPECIFICATION FOR PIPE COPPER TYPE. K. EXACT LOCATION AND LENGTH OF RSL & RLL PIPING RUNS TO EQUIPMENT SHALL BE DETERMINED IN FIELD. FINAL SIZES TO BE DETERMINED BY FINAL ROUTING. L. REFRIGERATION CIRCUITS ARE SHOWN AS ONE (1) LINE ON PLANS BUT CONSIST OF BOTH LIQUID AND SUCTION LINES. M. PROVIDE INTERMEDIATE SUCTION LINE TRAP IN WALL OR VOID SPACE AT THE MIDPOINT OF A SUCTION LINE DROP WHICH EXCEEDS 16 FT. N. AT ALL POINTS WHERE SUCTION LINES RISE 48" OR MORE, PROVIDE A SHORT RADIUS SUCTION LINE TRAP AT THE BASE OF THE RISER. REFRIGERATION GENERAL NOTES: SCALE: NTSR100 2 VERTICAL REFRIGERANT LINE SUPORT SCALE: NTSR100 3 MULTIPLE REFRIGERANT LINE TRAPEZE HANGER SCALE: NTSR100 4 SINGLE SYSTEM INTERMEDIATE SUCTION LINE TRAP NOTES: *BASED ON NORMAL DESIGN CONDITIONS OF 85°F AND 70% RH. EQUIVALENT FEET OF PIPE DUE TO VALVE AND FITTING FRICTION COPPER TUBE, O.D., TYPE "L" GLOBE VALVE (OPEN) ANGLE VALVE (OPEN) 90° TURN THROUGH TEE TEE (STRAIGHT THROUGH) OR SWEEP BELOW 90° ELBOW OR REDUCING TEE (STRAIGHT THROUGH) 1/2 14 7 3 0.75 1 5/8 16 9 4 1 2 7/8 22 12 5 0.15 2 1-1/8 28 15 6 2 3 1-3/8 36 18 8 2.5 4 1-5/8 42 21 9 3 4 2-1/8 57 28 12 3.5 5 2-5/8 69 34 14 4 7 3-1/8 83 42 17 5 8 3-5/8 99 49 20 6 10 4-1/8 118 57 22 7 12 5-1/8 138 70 28 9 14 6-1/8 168 83 34 11 16 NOTES: *BASED ON SEVERE DESIGN CONDITIONS OF 90°F AND 80% RH. INSULATION THICKNESS BASED ON NORMAL DESIGN CONDITIONS* 3/8" ID THROUGH 1-1/8" ID OVER 1-1/8" ID THROUGH 2-1/8" ID OVER 2-1/8" ID THROUGH 2-5/8" ID OVER 2-5/8" ID THROUGH 6" IPS 35°F (2°C) NOM 1/2" NOM 1/2" NOM 1/2" NOM 3/4" LINE TEMPERATURE 0°F (-18°C) NOM 3/4" NOM 1" NOM 1" NOM 1" -20°F (-29°C) NOM 1" NOM 1" NOM 1-1/4" NOM 1-1/4" INSULATION THICKNESS BASED ON SEVERE DESIGN CONDITIONS* 3/8" ID THROUGH 1-1/8" ID OVER 1-5/8" ID THROUGH 3-5/8" ID OVER 3-5/8" ID THROUGH 6" IPS 35°F (2°C) NOM 1" NOM 1" NOM 1" LINE TEMPERATURE 0°F (-18°C) NOM 1-1/2" NOM 1-1/2" NOM 1-1/2" -20°F (-29°C) NOM 1-1/2" NOM 1-3/4" NOM 2" 1. PROVIDE AND INSTALL 6'-0" LENGTH OF FLEXIBLE, BRAIDED RSL & RLL AT FBD DISPENSERS TO ALL UNITS TO BE PULLED FORWARD FOR ACCESS. 2. CONCEAL RSL & RLL VERTICAL DROPS IN WALL. 3. PROVIDE AND INSTALL 3'-0" LENGTH OF FLEXIBLE, BRAIDED RSL & RLL AT CHILLZONE ICE MAKER TO ALLOW UNITS TO BE PULLED FORWARD FOR ACCESS. KEY NOTES: ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR AIR COOLED CONDENSING UNIT SCHEDULE MARK AREA SERVED MANUFACTURER MODEL CAPACITY MBH ELECTRICAL DATA REFRIGE RANT CON. PIPE SIZE OPERATING WEIGHT (LBS)VOLTS PHASE MCA MOCP LIQUID SUCTION GENERAL NOTES (APPLIED TO ALL UNITS) 1. REFRIGERANT SHALL BE SIZED BY MANUFACTURER'S RECOMMENDATIONS BASED ON FIELD CONDITIONS. 2. PROVIDE DRYER, SIGHT GLASS AND SUCTION ACCUMULATOR. 3. DISCONNECT TO BE PROVIDED BY ELECTRICAL CONTRACTOR. C-3 C-4 RCU FOR CHILLZONE ICE RCU FOR FBD MANITOWOC ICE KIRWAN JCT0500-161 589050 R-410A R-404A 76 200 5/16" 3/8" 3/8" 1/2" 19 6.9 208V 120V 1 1 12A 2A 15A 15A REFRIGERATION SCHEDULE ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR CIRCUIT INFORMATION CIRCUIT No. C-3 C-4 AREA SERVED RCU FOR CHILL ZONE ICE RCU FOR FBD EVAP (°F) -30° -30° Est. Dev. Length (ft) 45 36 PIPE SIZE Liquid 3/8" 3/8" Suction * 1/2" * 5/8" MANUFACTURER MANITOWOC ICE KIRWAN MODEL JCT0500-161 589050 * DISCHARGE LINE FROM COMPRESSOR TO REMOTE CONDENSER ON ROOF. COMPRESSOR LOCATED INSIDE THE BUILDING. GENERAL NOTES (APPLIES TO ALL UNITS): 1. 2. 3. REFRIGERANT PIPING SHALL BE SIZED BY MANUFACTURER'S RECOMMENDATIONS BASED ON FIELD CONDITIONS. PROVIDE ECM MOTOR DISCONNECT TO BE PROVIDED BY ELECTICAL SUBCONTRACTOR. REFRIG- ERANT R-410A R-404A CFM EVAPORATOR CAPACITY BTU/Hr 6,900 19,000 ELECTRICAL DATA VOLTS PHASE Watts MCA MOCP 3/8" 5/8" CON. PIPE SIZE LIQUID SUCTION 120 1 200 15 30 120 1 200 15 30 03/08/2021 PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:13 PM 12322-034 E001 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C EL E C T R I C A L S P E C I F I C A T I O N S 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 EXISTING WORK A. PRIOR TO CONSTRUCTION & INSTALLATION, CONTRACTOR TO VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT/ENGINEER OF CONFLICTS OR CONDITIONS WHICH INTERFERE WITH INSTALLATION AS SET FORTH IN CONTRACT DOCUMENTS. B. CONTRACTOR RESPONSIBLE FOR ALL NEW FLOOR OPENINGS, EXCAVATIONS, AND PENETRATIONS,UNLESS SPECIFICALLY NOTED. UNLESS SPECIFICALLY NOTED, UPON COMPLETION, ALL PENETRATIONS TO BE SEALED TO MAINTAIN FIRE RATING AS SPECIFIED ON ARCHITECTURAL DRAWINGS. C. ALL CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS CLEARLY INDICATED AS PART OF ANOTHER PRIME CONTRACT. D. COORDINATE ANY NEW ROOF PENETRATIONS WITH THE OTHER TRADES. E. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION. F. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK. G. MAINTAIN ACCESS TO EXISTING BOXES AND OTHER INSTALLATIONS REMAINING ACTIVE AND REQUIRING ACCESS. MODIFY INSTALLATION OR PROVIDE ACCESS PANEL. H. EXTEND EXISTING RACEWAY AND BOX INSTALLATIONS USING MATERIALS AND METHODS COMPATIBLE WITH EXISTING ELECTRICAL INSTALLATIONS, OR AS SPECIFIED. I. CLEAN AND REPAIR EXISTING COMPONENTS TO REMAIN OR TO BE REINSTALLED. J. PROVIDE ACCESS TO EXISTING WIRING CONNECTIONS REMAINING ACTIVE AND REQUIRING ACCESS. MODIFY INSTALLATION OR INSTALL ACCESS PANEL. K. EXTEND EXISTING CIRCUITS USING MATERIALS AND METHODS COMPATIBLE WITH EXISTING ELECTRICAL INSTALLATIONS, OR AS SPECIFIED. L. RING OUT CIRCUITS IN EXISTING PANEL AFFECTED BY THE WORK. WHERE ADDITIONAL CIRCUITS ARE NEEDED, REUSE CIRCUITS AVAILABLE FOR REUSE. INSTALL NEW BREAKERS. M. TAG UNUSED CIRCUITS AS SPARE AND SWITCH BREAKER TO THE "OFF" POSITION. N. WHERE EXISTING CIRCUITS ARE INDICATED TO BE REUSED, USE SENSING MEASURING DEVICES TO VERIFY CIRCUITS FEEDING PROJECT AREA OR ARE NOT IN USE. O. PROVIDE NEW UPDATED DIRECTORIES WHERE MORE THAN THREE CIRCUITS HAVE BEEN MODIFIED OR REWIRED. P. IDENTIFY SALVAGE ITEMS IN COOPERATION WITH OWNER. REMOVE AND PROTECT ITEMS TO BE SALVAGED AND TURN OVER TO OWNER. Q. CAREFULLY REMOVE EQUIPMENT, MATERIALS, OR FIXTURES WHICH ARE TO BE REUSED. MINOR ELECTRICAL DEMOLITION A. DEMOLITION DRAWINGS ARE BASED ON CASUAL FIELD OBSERVATION AND EXISTING RECORD DOCUMENTS. REPORT DISCREPANCIES TO ARCHITECT/ENGINEER BEFORE DISTURBING EXISTING INSTALLATION. B. CEASE OPERATIONS IMMEDIATELY WHEN STRUCTURE APPEARS TO BE IN DANGER AND NOTIFY ARCHITECT/ENGINEER. DO NOT RESUME OPERATIONS UNTIL DIRECTED. C. VERIFY WIRING AND EQUIPMENT INDICATED TO BE DEMOLISHED SERVE ONLY ABANDONED FACILITIES. D. PROVIDE TEMPORARY EGRESS SIGNAGE AND EMERGENCY LIGHTING. E. DISCONNECT ELECTRICAL SYSTEMS IN WALLS, FLOORS, AND CEILINGS SCHEDULED FOR REMOVAL. REMOVE CONDUIT, WIRE, BOXES, AND FASTENING DEVICES TO AVOID ANY INTERFERENCE WITH NEW INSTALLATION. F. INSTALL TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION. G. REMOVE EXPOSED ABANDONED WIRE, CABLE, CONDUIT, GROUNDING AND BONDING COMPONENTS, FASTENERS AND SUPPORTS, AND ELECTRICAL IDENTIFICATION COMPONENTS, INCLUDING ABANDONED COMPONENTS ABOVE ACCESSIBLE CEILING FINISHES. CUT EMBEDDED CONDUITS AND SUPPORT ELEMENTS FLUSH WITH WALLS AND FLOORS. PATCH SURFACES DAMAGED BY REMOVAL OF EXISTING COMPONENTS. H. DISCONNECT ABANDONED CIRCUITS AND OUTLETS AND REMOVE ABANDONED RACEWAY, OUTLETS, BOXES, WIRE, AND CABLE INCLUDING ABOVE ACCESSIBLE CEILING FINISHES. CUT RACEWAY FLUSH WITH WALLS AND FLOORS, AND PATCH SURFACES. REMOVE CONCEALED ABANDONED RACEWAY TO ITS SOURCE. I. RECONNECT EQUIPMENT BEING DISTURBED BY RENOVATION WORK AND REQUIRED FOR CONTINUED SERVICE TO NEAREST AVAILABLE PANEL. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION. J. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK. K. CLEAN AND REPAIR EXISTING EQUIPMENT TO REMAIN (AFFECTED BY THE SCOPE OF THE PROJECT) OR TO BE REINSTALLED. L. PROTECT AND RETAIN POWER TO EXISTING ACTIVE EQUIPMENT REMAINING. M. CAP ABANDONED EMPTY CONDUIT AT BOTH ENDS AND MARK AS SPARE. RACEWAY AND BOXES A. PROVIDE RACEWAY AND BOXES LOCATED AS INDICATED, AND AT OTHER LOCATIONS REQUIRED FOR SPLICES, TAPS, WIRE PULLING, EQUIPMENT CONNECTIONS, AND COMPLIANCE WITH REGULATORY REQUIREMENTS. RACEWAY AND BOXES ARE SHOW N IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED. PROVIDE RACEWAY TO COMPLETE WIRING SYSTEM. B. UNDERGROUND MORE THAN 5 FEET OUTSIDE FOUNDATION WALL: PROVIDE SCHEDULE 80 PVC. PROVIDE CAST METAL BOXES OR NONMETALLIC HANDHOLES WHERE REQUIRED. C. UNDERGROUND WITHIN 5 FEET FROM FOUNDATION WALL: PROVIDE RIGID STEEL CONDUIT OR THICKWALL NONMETALLIC CONDUIT (SCHEDULE 80 PVC). PROVIDE CAST METAL OR NONMETALLIC BOXES. D. IN OR UNDER SLAB ON GRADE: PROVIDE THICK WALL NONMETALLIC CONDUIT. PROVIDE CAST OR NONMETALLIC METAL BOXES. E. OUTDOOR LOCATIONS, ABOVE GRADE: PROVIDE RIGID STEEL CONDUIT. PROVIDE CAST METAL OR NONMETALLIC OUTLET, PULL, AND NEMA-3R RATED JUNCTION BOXES. F. IN SLAB ABOVE GRADE: PROVIDE THICKWALL NONMETALLIC CONDUIT. PROVIDE CAST NONMETALLIC BOXES. G. WET AND DAMP LOCATIONS: PROVIDE THICKWALL NONMETALLIC CONDUIT. PROVIDE CAST METAL OR NONMETALLIC OUTLET, NEMA-3R RATED JUNCTION, AND PULL BOXES. PROVIDE FLUSH MOUNTING OUTLET BOX IN FINISHED AREAS. H. CONCEALED DRY LOCATIONS: PROVIDE ELECTRICAL METALLIC TUBING. PROVIDE SHEET-METAL BOXES. PROVIDE FLUSH MOUNTING OUTLET BOX IN FINISHED AREAS. PROVIDE HINGED ENCLOSURE FOR LARGE PULL BOXES. I. MINIMUM RACEWAY SIZE: 3/4 INCH UNLESS OTHERWISE SPECIFIED. J. ARRANGE RACEWAY AND BOXES TO MAINTAIN HEADROOM AND PRESENT NEAT APPEARANCE. GROUP RELATED RACEWAY; SUPPORT USING CONDUIT RACK; PROVIDE SPACE ON EACH FOR 25 PERCENT ADDITIONAL RACEWAYS. K. RACEWAY ROUTING IS SHOWN IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED. ROUTE TO COMPLETE WIRING SYSTEM. L. DO NOT SUPPORT RACEWAY WITH WIRE, PERFORATED PIPE STRAPS, CEILING SUPPORT WIRES OR OTHER PIPING SYSTEMS. M. ROUTE EXPOSED & ABOVE ACCESSIBLE CEILINGS RACEWAY PARALLEL AND PERPENDICULAR TO WALLS. N. DO NOT CROSS CONDUITS IN SLAB. O. INSTALL NO MORE THAN EQUIVALENT OF THREE 90 DEGREE BENDS BETWEEN BOXES. INSTALL CONDUIT BODIES TO MAKE SHARP CHANGES IN DIRECTION, AS AROUND BEAMS. INSTALL FACTORY ELBOWS FOR BENDS IN METAL CONDUIT LARGER THAN 2 INCH SIZE. P. AVOID MOISTURE TRAPS; INSTALL JUNCTION BOX WITH DRAIN FITTING AT LOW POINTS IN CONDUIT SYSTEM. Q. INSTALL FITTINGS TO ACCOMMODATE EXPANSION AND DEFLECTION WHERE RACEWAY CROSSES SEISMIC, CONTROL AND EXPANSION JOINTS. R. INSTALL SUITABLE PULL STRING OR CORD IN EACH EMPTY RACEWAY EXCEPT SLEEVES AND NIPPLES. S. CLOSE ENDS AND UNUSED OPENINGS IN WIREWAY. T. INSTALL PULL BOXES AND JUNCTION BOXES ABOVE ACCESSIBLE CEILINGS AND IN UNFINISHED AREAS ONLY. U. IN ACCESSIBLE CEILING AREAS: INSTALL OUTLET AND JUNCTION BOXES NO MORE THAN 6 INCHES FROM CEILING ACCESS PANEL OR FROM REMOVABLE RECESSED LUMINAIRE. V. LOCATE FLUSH MOUNTING BOX IN MASONRY WALL TO REQUIRE CUTTING OF MASONRY UNIT CORNER ONLY. COORDINATE MASONRY CUTTING TO ACHIEVE NEAT OPENING. W. DO NOT INSTALL FLUSH MOUNTING BOX BACK-TO-BACK IN WALLS; INSTALL WITH MINIMUM 6 INCHES SEPARATION. INSTALL WITH MINIMUM 24 INCHES SEPARATION IN ACOUSTIC RATED WALLS. X. DO NOT FASTEN BOXES TO CEILING SUPPORT WIRES OR OTHER PIPING SYSTEMS. Y. SUPPORT BOXES INDEPENDENTLY OF CONDUIT. Z. USE FLUSH MOUNTING OUTLET BOX IN FINISHED AREAS. AA. SET FLOOR BOXES LEVEL AND FLUSH WITH FINISH FLOORING MATERIAL AB. INSTALL CONDUIT TO PRESERVE FIRE RESISTANCE RATING OF PARTITIONS AND OTHER ELEMENTS. AC. ROUTE CONDUIT THROUGH ROOF OPENINGS FOR PIPING AND DUCTWORK OR THROUGH SUITABLE ROOF JACK WITH PITCH POCKET AD. ALIGN ADJACENT WALL MOUNTED OUTLET BOXES FOR SWITCHES, THERMOSTATS, AND SIMILAR DEVICES. GROUNDING SYSTEMS A. GROUNDING SYSTEM RESISTANCE: 25 OHMS. B. GROUNDING SYSTEMS: 1. MECHANICAL CONNECTORS: BRONZE CONNECTORS, SUITABLE FOR GROUNDING AND BONDING APPLICATIONS, IN CONFIGURATIONS REQUIRED FOR PARTICULAR INSTALLATION. C. EXOTHERMIC CONNECTIONS: EXOTHERMIC MATERIALS, ACCESSORIES, AND TOOLS FOR PREPARING AND MAKING PERMANENT FIELD CONNECTIONS BETWEEN GROUNDING SYSTEM COMPONENTS. D. WIRE: STRANDED COPPER. E. GROUNDING ELECTRODE CONDUCTOR: SIZE TO MEET NFPA 70 AND LOCAL MUNICIPALITY REQUIREMENTS. F. INSTALLATION: 1. EQUIPMENT GROUNDING CONDUCTOR: INSTALL SEPARATE, INSULATED CONDUCTOR WITHIN EACH FEEDER AND BRANCH CIRCUIT RACEWAY. TERMINATE EACH END ON SUITABLE LUG, BUS, OR BUSHING. 2. DO NOT FASTEN SUPPORTS TO PIPES, DUCTS, MECHANICAL EQUIPMENT, OR CONDUIT. 3. OBTAIN PERMISSION FROM ARCHITECT/ENGINEER BEFORE USING POWDER-ACTUATED ANCHORS OR DRILLING OR CUTTING STRUCTURAL MEMBERS. HANGERS AND SUPPORTS A. ANCHORS & FASTENERS TO BE CORROSION RESISTANT. B. ANCHOR AND FASTEN ELECTRICAL PRODUCTS TO BUILDING ELEMENTS AND FINISHES AS FOLLOWS: 1. CONCRETE STRUCTURAL ELEMENTS: PROVIDE EXPANSION ANCHORS. 2. STEEL STRUCTURAL ELEMENTS: PROVIDE BEAM CLAMPS AND SPRING STEEL CLIPS. 3. CONCRETE SURFACES: PROVIDE EXPANSION ANCHORS. 4. HOLLOW MASONRY, PLASTER, AND GYPSUM BOARD PARTITIONS: PROVIDE TOGGLE BOLTS AND HOLLOW WALL FASTENERS. 5. SOLID MASONRY WALLS: PROVIDE EXPANSION ANCHORS. 6. SHEET METAL: PROVIDE SHEET METAL SCREWS. 7. WOOD ELEMENTS: PROVIDE WOOD SCREWS. C. SUPPORTS: 1. FABRICATE SUPPORTS FROM STRUCTURAL STEEL OR FORMED STEEL MEMBERS. RIGIDLY WELD MEMBERS OR INSTALL HEXAGON HEAD BOLTS TO PRESENT NEAT APPEARANCE WITH ADEQUATE STRENGTH AND RIGIDITY. INSTALL SPRING LOCK WASHERS UNDER NUTS. 2. INSTALL SURFACE MOUNTED CABINETS AND PANELBOARDS WITH MINIMUM OF FOUR ANCHORS. 3. IN WET AND DAMP LOCATIONS INSTALL STEEL CHANNEL SUPPORTS TO STAND CABINETS AND PANELBOARDS 1 INCH OFF WALL. 4. INSTALL SHEET METAL CHANNEL TO BRIDGE STUDS ABOVE AND BELOW CABINETS AND PANELBOARDS RECESSED IN HOLLOW PARTITIONS. BUILDING WIRE AND CABLE A. PROVIDE PRODUCTS AS FOLLOWS: 1. SOLID CONDUCTOR FOR FEEDERS AND BRANCH CIRCUITS 10 AWG AND SMALLER. 2. STRANDED CONDUCTORS FOR CONTROL CIRCUITS. 3. CONDUCTOR NOT SMALLER THAN #12 AWG FOR POWER AND LIGHTING CIRCUITS. 4. CONDUCTOR NOT SMALLER THAN #16 AWG FOR CONTROL CIRCUITS. 5. 10 AWG CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET. 6. 10 AWG CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET. B. WIRING METHODS: PROVIDE THE FOLLOWING WIRING METHODS: 1. CONCEALED DRY INTERIOR LOCATIONS: USE ONLY BUILDING WIRE, TYPE THHN/THWN INSULATION, IN RACEWAY. 2. ABOVE ACCESSIBLE CEILINGS: USE ONLY BUILDING WIRE, TYPE THHN/THWN INSULATION, IN RACEWAY. 3. WET OR DAMP INTERIOR LOCATIONS: USE ONLY BUILDING WIRE, TYPE THHN/THWN INSULATION, IN RACEWAY. 4. UNDERGROUND LOCATIONS: USE ONLY BUILDING WIRE, TYPE THHN/THWN INSULATION, IN RACEWAY. C. WIRE AND CABLE ROUTING INDICATED IS APPROXIMATE UNLESS DIMENSIONED. INCLUDE WIRE AND CABLE LENGTHS WITHIN 10 FT OF LENGTH SHOWN. D. COMPLETELY AND THOROUGHLY SWAB RACEWAY BEFORE INSTALLING WIRE. E. NEATLY TRAIN AND LACE WIRING INSIDE BOXES, EQUIPMENT, AND PANELBOARDS. F. SPECIAL TECHNIQUES--BUILDING WIRE IN RACEWAY: 1. PULL CONDUCTORS INTO RACEWAY AT SAME TIME. 2. INSTALL BUILDING WIRE 4 AWG AND LARGER WITH PULLING EQUIPMENT. G. SPECIAL TECHNIQUES - CABLE: 1. PROTECT EXPOSED CABLE FROM DAMAGE. 2. SUPPORT CABLES ABOVE ACCESSIBLE CEILING, USING SPRING METAL CLIPS OR CABLE TIES TO SUPPORT CABLES FROM STRUCTURE OR CEILING SUSPENSION SYSTEM. DO NOT REST CABLE ON CEILING PANELS. 3. USE SUITABLE CABLE FITTINGS AND CONNECTORS. H. SPECIAL TECHNIQUES - DIRECT BURIAL CABLE: 1. TRENCH AND BACKFILL FOR DIRECT BURIAL CABLE INSTALLATION. INSTALL WARNING TAPE ALONG ENTIRE LENGTH OF DIRECT BURIAL CABLE, WITHIN 3 INCHES OF GRADE. 2. USE SUITABLE DIRECT BURIAL CABLE FITTINGS AND CONNECTORS. I. SPECIAL TECHNIQUES - WIRING CONNECTIONS: 1. CLEAN CONDUCTOR SURFACES BEFORE INSTALLING LUGS AND CONNECTORS. 2. MAKE SPLICES, TAPS, AND TERMINATIONS TO CARRY FULL AMPACITY OF CONDUCTORS WITH NO PERCEPTIBLE TEMPERATURE RISE. 3. TAPE UNINSULATED CONDUCTORS AND CONNECTORS WITH ELECTRICAL TAPE TO 150 PERCENT OF INSULATION RATING OF CONDUCTOR. 4. INSTALL SPLIT BOLT CONNECTORS OR MULTI-TAP BLOCKS FOR COPPER CONDUCTOR SPLICES AND TAPS, 6 AWG AND LARGER. 5. INSTALL SOLDERLESS PRESSURE CONNECTORS WITH INSULATING COVERS FOR COPPER CONDUCTOR SPLICES AND TAPS, 8 AWG AND SMALLER. 6. INSTALL INSULATED SPRING WIRE CONNECTORS WITH PLASTIC CAPS FOR COPPER CONDUCTOR SPLICES AND TAPS, 10 AWG AND SMALLER. 7. TERMINATE EXISTING ALUMINUM CONDUCTORS WITH TIN-PLATED, ALUMINUM-BODIED COMPRESSION CONNECTORS ONLY. FILL WITH ANTI-OXIDANT COMPOUND BEFORE INSTALLING CONDUCTOR. 8. INSTALL SUITABLE REDUCING CONNECTORS OR MECHANICAL CONNECTOR ADAPTORS FOR CONNECTING ALUMINUM CONDUCTORS TO COPPER CONDUCTORS. J. GROUND CONDUCTORS: 1. FOR 6 AWG AND SMALLER: GREEN. 2. FOR 4 AWG AND LARGER: IDENTIFY WITH GREEN TAPE AT BOTH ENDS AND VISIBLE POINTS INCLUDING JUNCTION BOXES. K. ALL WIRING SHALL BE #12 CU UNLESS SPECIFIED OTHERWISE. IDENTIFICATION A. IDENTIFY ELECTRICAL COMPONENTS AS FOLLOWS: 1. ENGRAVED LAMINATED PLASTIC NAMEPLATE FOR EACH ELECTRICAL DISTRIBUTION, CONTROL EQUIPMENT ENCLOSURE, AND COMMUNICATION CABINET. 2. CLOTH TYPE WIRE MARKER FOR EACH CONDUCTOR AT PANELBOARD GUTTERS, AND PULL BOXES. 3. RACEWAY MARKER FOR EACH RACEWAY WHERE IT STUBS ABOVE THE CEILING OR BELOW THE FLOOR. 4. UNDERGROUND WARNING TAPE ALONG LENGTH OF EACH UNDERGROUND RACEWAY OR CABLE, 3" BELOW FINISHED GRADE. TAPE TO BE 4-INCH WIDE PLASTIC TAPE, DETECTABLE TYPE, COLORED YELLOW WITH SUITABLE WARNING LEGEND DESCRIBING BURIED ELECTRICAL LINES. PANELBOARDS A. MANUFACTURERS: 1. EATON/CUTLER-HAMMER. 2. GE ELECTRICAL. 3. SIEMENS/ITE. 4. SQUARE D MODEL. B. BOLT-ON CIRCUIT BREAKER TYPE, DISTRIBUTION ,LIGHTING AND APPLIANCE BRANCH CIRCUIT PANELBOARD. C. PANELBOARD BUS: COPPER CURRENT CARRYING COMPONENTS, RATINGS AS INDICATED ON DRAWINGS. FURNISH COPPER GROUND BUS IN EACH PANELBOARD; FURNISH INSULATED GROUND BUS AS INDICATED ON DRAWINGS. D. MINIMUM INTEGRATED SHORT CIRCUIT RATING: 22,000 AMPERES RMS SYMMETRICAL FOR 240 VOLT PANELBOARDS; 65,000 AMPERES RMS SYMMETRICAL FOR 480 VOLT PANELBOARDS. E. MOLDED CASE CIRCUIT BREAKERS: NEMA AB 1, BOLT-ON TYPE THERMAL MAGNETIC TRIP CIRCUIT BREAKERS, WITH COMMON TRIP HANDLE FOR ALL POLES, LISTED AS TYPE SWD FOR LIGHTING CIRCUITS, TYPE HACR FOR AIR CONDITIONING EQUIPMENT CIRCUITS, CLASS A GROUND FAULT INTERRUPTER CIRCUIT BREAKERS AS INDICATED ON DRAWINGS. DO NOT USE TANDEM CIRCUIT BREAKERS. F. ENCLOSURE: NEMA PB 1, TYPE 1 G. CABINET BOX: 6 INCHES DEEP, 20 INCHES WIDE FOR 240 VOLT AND LESS PANELBOARDS, 20 INCHES WIDE FOR 480 VOLT PANELBOARDS. H. CABINET FRONT: SURFACE DOOR-IN-DOOR TYPE, FASTENED WITH HINGE AND LATCH, HINGED DOOR WITH FLUSH LOCK, METAL DIRECTORY FRAME, FINISHED IN MANUFACTURER'S STANDARD GRAY ENAMEL. OUTER PANELBOARD TRIMS SHALL COVER ALL LIVE PARTS. SWITCHING DEVICE HANDLES SHALL BE ACCESSIBLE. I. SURFACE TRIMS SHALL BE SAME HEIGHT AND WIDTH AS BOX. FLUSH TRIMS SHALL OVERLAP THE BOX BY 3/4 OF AN INCH ON ALL SIDES. J. INSTALL RECESSED PANELBOARDS FLUSH WITH WALL FINISHES. K. HEIGHT: 6 FEET TO TOP OF PANELBOARD; INSTALL PANELBOARDS TALLER THAN 6 FEET WITH BOTTOM NO MORE THAN 4 INCHES ABOVE FLOOR. L. INSTALL FILLER PLATES FOR UNUSED SPACES IN PANELBOARDS. M. PROVIDE TYPED CIRCUIT DIRECTORY FOR EACH BRANCH CIRCUIT PANELBOARD PER ARICHTECTURAL ROOM DESIGNATIONS. REVISE DIRECTORY TO REFLECT CIRCUITING CHANGES TO BALANCE PHASE LOADS. N. MARK UNUSED CIRCUIT BREAKERS AS SPARE AND SWITCH TO OFF POSITION. O. MEASURE STEADY STATE LOAD CURRENTS AT EACH PANELBOARD FEEDER; REARRANGE CIRCUITS IN PANELBOARD TO BALANCE PHASE LOADS TO WITHIN 20 PERCENT OF EACH OTHER. MAINTAIN PROPER PHASING FOR MULTI-WIRE BRANCH CIRCUITS. P. LIGHTING PANELBOARDS, 6'-6" FROM FLOOR TO TOP. WALL PLATES A. MANUFACTURERS: 1. PASS & SEYMOUR LEGRAND, TAYMAC 20510 (WEATHERPROOF-IN-USE), HUBELL (BELL/RACO), LEVITON, GENERAL ELECTRIC. B. INSTALL DECORATIVE PLATES ON SWITCH, RECEPTACLE, AND BLANK OUTLETS IN FINISHED AREAS. DECORATIVE COVER PLATE: NYLON. C. INSTALL JUMBO SIZE PLATES FOR OUTLETS INSTALLED IN MASONRY WALLS. JUMBO COVER PLATE: NYLON. D. WEATHERPROOF COVER PLATE (RECEPTACLE): IMPACT RESISTANT PLASTIC PLATE WITH HINGED AND GASKETED DEVICE COVER. COVER TO BE RATED FOR WET LOCATION WHILE IN USE, AND TO BE LOCKABLE. E. WEATHERPROOF COVER PLATE (SWITCH): GASKETED CAST METAL PLATE WITH HINGED AND GASKETED DEVICE COVER OR LEVER SWITCH MECHANISM. (P&S CA-31G/HUBBELL/BELL/RACO 5125 OR EQUAL) F. KITCHEN AREAS: 302/430 STAINLESS STEEL, WEATHERPROOF FOR STARTUPS. G. INSTALL GALVANIZED (STAMPED) STEEL PLATES ON OUTLET BOXES AND JUNCTION BOXES IN UNFINISHED AREAS, ABOVE ACCESSIBLE CEILINGS, AND ON SURFACE MOUNTED OUTLETS. H. INSTALL DEVICES PLUMB AND LEVEL. I. INSTALL SWITCHES WITH OFF POSITION DOWN. J. INSTALL RECEPTACLES WITH GROUNDING POLE ON TOP, OR TO THE LEFT (IF MOUNTED HORIZONTALLY. K. CONNECT WIRING DEVICE GROUNDING TERMINAL TO OUTLET BOX WITH BONDING JUMPER AND BRANCH CIRCUIT EQUIPMENT GROUNDING CONDUCTOR. L. CONNECT WIRING DEVICES BY WRAPPING SOLID CONDUCTOR AROUND SCREW TERMINAL. INSTALL STRANDED CONDUCTOR FOR BRANCH CIRCUITS 10 AWG AND SMALLER. WHEN STRANDED CONDUCTORS ARE USED IN LIEU OF SOLID, USE CRIMP ON FORK TERMINALS FOR DEVICE TERMINATIONS. DO NOT PLACE BARE STRANDED CONDUCTORS DIRECTLY UNDER DEVICE SCREWS. M. ADJUST DEVICES AND WALL PLATES TO BE FLUSH AND LEVEL. HIGH INTENSITY DISCHARGE (HID) BALLASTS A. MANUFACTURERS: 1. VENTURE LIGHTING INTERNATIONAL INC OPTI-WAVE. 2. ADVANCE TRANSFORMER. 3. OSRAM SYLVANIA. 4. GE/MAGNETEK. B. PRODUCT DESCRIPTION: ANSI C82.4, HIGH PRESSURE SODIUM, SUITABLE FOR LAMP SPECIFIED WITH UNIVERSAL VOLTAGE. C. PRODUCT DESCRIPTION: ANSI C82.4 PULSE START METAL HALIDE LAMP BALLAST, SUITABLE FOR LAMP SPECIFIED, WITH UNIVERSAL/MULTI-TAP VOLTAGE CAPABILITIES. PROVIDE PULSE START SYSTEM, WITH THE BULB AND THE BALLAST AS THE SYSTEM. FLOURESCENT LAMPS A. MANUFACTURERS: 1. PHILIPS LIGHTING COMPANY ALTO PLUS, OSRAM SYLVANIA ECOLOGIC, GE LIGHTING ECOLUX HID LAMPS A. MANUFACTURERS: 1. VENTURE LIGHTING INTERNATIONAL INC UNI-FORM, PHILIPS LIGHITNG COMPANY, SYLVANIA, GE LIGHTING B. HID LAMPS TO BE SELF EXTINGUISHING TYPE. C. HID LAMPS TO MEET FEDERAL STANDARD 21 CFR 1040.30 AND TO HAVE A TWO YEAR WARRANTY. LED LIGHT FIXTURES A. MANUFACTURERS: 1. AS SPECIFIED IN LIGHT FIXTURE SCHEDULE. B. CRI OF 80. CCT OF 4000K C. RATED LAMP LIFE OF MIN. 50,000 HRS D. LAMPS DIMMABLE FROM 100 PERCENT TO 0 PERCENT OF MAXIMUM LIGHT OUTPUT E. INTERNAL DRIVER F. NOMINAL OPERATING VOLTAGE 120/277V AC EMERGENCY FLOURESCENT LIGHTING A. MANUFACTURERS: 1. AS SPECIFIED BY LIGHT FIXTURE SCHEDULE. B. PRODUCT DESCRIPTION: SELF-CONTAINED INCANDESCENT (HALOGEN) EMERGENCY LIGHTING UNIT, WITH SELF-TEST DIAGNOSTICS. C. BATTERY: 12 VOLT, NICKEL-CADMIUM TYPE, WITH 1.5 HOUR CAPACITY. D. BATTERY CHARGER: DUAL-RATE TYPE, WITH SUFFICIENT CAPACITY TO RECHARGE DISCHARGED BATTERY TO FULL CHARGE WITHIN TWELVE HOURS. E. LAMPS: 12 WATT MINIMUM, SEALED BEAM TYPE IN NICKEL OR CHROME PLATED STEEL HOUSING. F. HOUSING: WHITE PLASTIC. G. INDICATORS: LAMPS TO INDICATE AC ON AND RECHARGING. VOLTMETER TO INDICATE BATTERY VOLTAGE. H. TEST SWITCH: TRANSFERS UNIT FROM EXTERNAL POWER SUPPLY TO INTEGRAL BATTERY SUPPLY. I. AIM AND ADJUST LAMP FIXTURES TO PROVIDE OPTIMAL COVERAGE. EMERGENCY LED LIGHTING A. MANUFACTURERS: 1. AS SPECIFIED BY LIGHT FIXTURE SCHEDULE. B. PRODUCT DESCRIPTION: SELF-CONTAINED LED EMERGENCY LIGHTING UNIT, WITH SELF-TEST DIAGNOSTICS. C. BATTERY: 12 VOLT, NICKEL-CADMIUM TYPE, WITH 1.5 HOUR CAPACITY. D. BATTERY CHARGER: DUAL-RATE TYPE, WITH SUFFICIENT CAPACITY TO RECHARGE DISCHARGED BATTERY TO FULL CHARGE WITHIN TWELVE HOURS. E. HOUSING: WHITE PLASTIC. F. INDICATORS: LAMPS TO INDICATE AC ON AND RECHARGING. VOLTMETER TO INDICATE BATTERY VOLTAGE. G. TEST SWITCH: TRANSFERS UNIT FROM EXTERNAL POWER SUPPLY TO INTEGRAL BATTERY SUPPLY. H. AIM AND ADJUST LAMP FIXTURES TO PROVIDE OPTIMAL COVERAGE. I. PROVIDE SEPARATE UN-SWITCHED LEG TO ALL EMERGENCY LIGHT FIXTURES CONTAINING EMERGENCY BALLASTS. EXIT SIGNS A. MANUFACTURERS: 1. AS SPECIFIED IN LIGHT FIXTURE SCHEDULE. B. PRODUCT DESCRIPTION: EXIT SIGN FIXTURE, WITH SELF-TEST DIAGNOSTICS. C. FACE: STENCIL FACE WITH RED LETTERS. D. DIRECTIONAL ARROWS: UNIVERSAL TYPE FOR FIELD ADJUSTMENT. E. MOUNTING: AS INDICATED ON DRAWINGS OR UNIVERSAL, FOR FIELD SELECTION. F. BATTERY: 12 VOLT, NICKEL-CADMIUM TYPE, WITH 1.5 HOUR CAPACITY. G. BATTERY CHARGER: DUAL-RATE TYPE, WITH SUFFICIENT CAPACITY TO RECHARGE DISCHARGED BATTERY TO FULL CHARGE WITHIN TWELVE HOURS. H. LAMPS: LED. I. INPUT VOLTAGE: 120 VOLTS. G. POSITION EXIT SIGN DIRECTIONAL ARROWS AS INDICATED ON DRAWINGS. ENCLOSED SWITCHES A. MANUFACTURERS: 1. CUTLER-HAMMER. 2. SQUARE D. 3. GE ELECTRICAL. 4. SIEMENS. B. PRODUCT DESCRIPTION: NEMA KS 1, TYPE HD WITH EXTERNALLY OPERABLE HANDLE INTERLOCKED TO PREVENT OPENING FRONT COVER WITH SWITCH IN ON POSITION, ENCLOSED LOAD INTERRUPTER KNIFE SWITCH. HANDLE LOCKABLE IN OFF POSITION, WITH PROVISIONS FOR THREE PADLOCKS. C. SWITCH MECHANISM: TO BE QUICK-MAKE, QUICK-BREAK SUCH THAT, DURING NORMAL OPERATION OF THE SWITCH, THE OPERATION OF THE CONTACTS SHALL NOT BE CAPABLE OF BEING RESTRAINED BY THE OPERATING HANDLE AFTER THE CLOSING OR OPENING ACTION OF THE CONTACTS HAS STARTED. D. FUSE CLIPS: DESIGNED TO ACCOMMODATE NEMA FU 1, CLASS R, J FUSES. E. ENCLOSURE: NEMA CONFIGURATION TO MEET CONDITIONS 1. INTERIOR DRY LOCATIONS: TYPE 1. 2. EXTERIOR LOCATIONS: TYPE 3R. 3. INDUSTRIAL LOCATIONS: TYPE 4X. F. SERVICE ENTRANCE: SWITCHES IDENTIFIED FOR USE AS SERVICE EQUIPMENT ARE TO BE LABELED FOR THIS APPLICATION. FURNISH SOLID NEUTRAL ASSEMBLY AND EQUIPMENT GROUND BAR. G. FURNISH SWITCHES WITH ENTIRELY COPPER CURRENT CARRYING PARTS. H. SWITCH RATING: HORSEPOWER RATED FOR AC AS INDICATED ON DRAWINGS. I. SHORT CIRCUIT CURRENT RATING: 200,000 RMS SYMMETRICAL AMPERES WHEN USED WITH OR PROTECTED BY CLASS R OR CLASS J FUSES (30-600 AMPERE SWITCHES EMPLOYING APPROPRIATE FUSE REJECTION SCHEMES). J. HEIGHT: 5 FEET TO OPERATING HANDLE. K. INSTALL FUSES FOR FUSIBLE DISCONNECT SWITCHES. WIRING DEVICES A. MANUFACTURERS: 1. PASS & SEYMOUR LEGRAND, HUBELL, LEVITON, GENERAL ELECTRIC. B. PRODUCT DESCRIPTION: NEMA WD 1, HEAVY-DUTY, AC ONLY SPECIFICATION GRADE SWITCH/RECEPTACLE. ALL DEVICES TO BE SPECIFICATION GRADE OR BETTER. C. BODY / HANDLE: PLASTIC WITH TOGGLE HANDLE. COLOR TO MATCH WALL FINISHES. D. RATINGS: MATCH BRANCH CIRCUIT AND LOAD CHARACTERISTICS, MINIMUM 20A. E. GFCI RECEPTACLE: CONVENIENCE RECEPTACLE WITH INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER TO MEET REGULATORY REQUIREMENTS. F. WP RECEPTACLE: (WEATHERPROOF) TO BE GFI PROTECTED. ELECTRICAL SPECIFICATIONS A. ALL ELECTRICAL WORK TO CONFORM TO: 1. NFPA 70 (NATIONAL ELECTRIC CODE) - CURRENT VERSION 2. NECA (NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION) - STANDARD OF INSTALLATION 3. NETA ATS (INTERNATIONAL ELECTRICAL TESTING ASSOCIATION) - ACCEPTANCE TESTING SPECIFICATIONS FOR ELECTRICAL POWER DISTRIBUTION EQUIPMENT AND SYSTEMS. 4. NFPA 72 (NATIONAL FIRE PROTECTION ASSOCIATION - NATIONAL FIRE ALARM CODE). 5. ALL APPLICABLE LOCAL CODES. B. ALL WORK SHOWN ON THIS DRAWING IS THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS CLEARLY INDICATED AS PART OF ANOTHER PRIME CONTRACT. C. PROVIDE TEMPORARY POWER REQUIRED FOR ALL TRADES. D. MATCH OWNERS EXISTING STANDARD EQUIPMENT. E. COORDINATE WORK TO MINIMIZE OUTAGE DURATION. F. OBTAIN ALL REQUIRED PERMITS & INSPECTIONS. G. PROVIDE FOR ELECTRICAL INSPECTIONS AND SUBMIT REPORTS TO THE OWNER. H. SUBMIT O&M MANUALS TO OWNER UPON COMPLETION OF WORK. I. PROVIDE TRAINING SESSION FOR DESIGNATED MAINTENEANCE PERSONNEL. J. PROVIDE SUBMITTALS FOR ALL ELECTRICAL EQUIPMENT, EXCLUDING WIRE, CONDUIT, AND FASTENERS. 1. HANDHOLES. 2. PANELBOARDS - SHOP DRAWINGS (INDICATE OUTLINE AND SUPPORT POINT DIMENSIONS, VOLTAGE, MAIN BUS AMPACITY, INTEGRATED SHORT CIRCUIT AMPERE RATING, CIRCUIT BREAKER AND FUSIBLE SWITCH ARRANGEMENT AND SIZES) AND CATALOG DATA SHOWING SPECIFIED FEATURES OF STANDARD PRODUCTS. 3. ENCLOSED SWITCHES - SWITCH RATINGS AND ENCLOSURE DIMENSIONS. 4. DEVICES - MANUFACTURER'S CATALOG INFORMATION SHOWING DIMENSIONS, COLORS, AND CONFIGURATIONS. 5. LUMINAIRES (INCLUDING EMERGENCY & EXIT FIXTURES) - CATALOG INFORMATION SHOWING DIMENSIONS, RATINGS, AND PERFORMANCE DATA. K. SELECT MATERIALS, SIZES, AND TYPES OF ANCHORS, FASTENERS, AND SUPPORTS TO CARRY LOADS OF EQUIPMENT AND RACEWAY, INCLUDING WEIGHT OF WIRE AND CABLE IN RACEWAY. SEALING AND FIREPROOFING A. INSTALL FIRESTOPPING TO MAINTAIN ALL RATINGS AT ALL FIRE SEPARATIONS. B. FIRE RATED SURFACE: 1. SEAL OPENING AT AS FOLLOWS: C. INSTALL 12 GAGE STEEL SLEEVE THROUGH OPENING AND EXTENDING BEYOND MINIMUM OF 1 INCH ON EACH SIDE OF BUILDING ELEMENT. D. SIZE SLEEVE ALLOWING MINIMUM OF 1 INCH VOID BETWEEN SLEEVE AND BUILDING ELEMENT. E. PACK VOID WITH BACKING MATERIAL. F. SEAL ENDS OF SLEEVE WITH UL LISTED FIRE RESISTIVE SILICONE COMPOUND TO MEET FIRE RATING OF STRUCTURE PENETRATED. 1. WHERE CABLE TRAY, BUS, CABLE BUS, CONDUIT, WIREWAY, OR TROUGH PENETRATES FIRE RATED SURFACE, INSTALL FIRESTOPPING PRODUCT IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS. G. NON-RATED SURFACES: 1. SEAL OPENING THROUGH NON-FIRE RATED ROOF OPENING AS FOLLOWS: H. INSTALL 12 GAGE STEEL SLEEVE THROUGH OPENING AND EXTENDING BEYOND MINIMUM OF 1 INCH ON EACH SIDE OF BUILDING ELEMENT. I. SIZE SLEEVE ALLOWING MINIMUM OF 1 INCH VOID BETWEEN SLEEVE AND BUILDING ELEMENT. J. INSTALL TYPE OF FIRESTOPPING MATERIAL RECOMMENDED BY MANUFACTURER. 1. EXTERIOR WALL OPENINGS BELOW GRADE: ASSEMBLE RUBBER LINKS OF MECHANICAL SEAL TO SIZE OF CONDUIT AND TIGHTEN IN PLACE, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INTERIOR LUMINAIRES A. ALL FIXTURES TO BE SPECIFICATION GRADE OR BETTER. B. PERFORMANCE REQUIREMENTS: FOR AREAS OF ASSEMBLY, SUBMIT POINT-BY-POINT LIGHT LEVEL CALCULATIONS TO VERIFY COMPLIANCE WITH DESIGN LEVELS. C. PROVIDE COMPLETE INTERIOR LUMINAIRE ASSEMBLIES, WITH FEATURES, OPTIONS, AND ACCESSORIES AS SCHEDULED. D. INSTALL SUSPENDED LUMINAIRES USING PENDANTS SUPPORTED FROM SWIVEL HANGERS OR CABLE SUPPORTS. INSTALL PENDANT LENGTH REQUIRED TO SUSPEND LUMINAIRE AT INDICATED HEIGHT. E. SUPPORT LUMINAIRES LARGER THAN 2 X 4 FOOT SIZE INDEPENDENT OF CEILING FRAMING. F. INSTALL SURFACE MOUNTED LUMINAIRES PLUMB AND ADJUST TO ALIGN WITH BUILDING LINES AND WITH EACH OTHER. SECURE TO PREVENT MOVEMENT. G. EXPOSED GRID CEILINGS: SUPPORT SURFACE-MOUNTED LUMINAIRES ON GRID CEILING DIRECTLY FROM BUILDING. FASTEN SURFACE MOUNTED LUMINAIRES TO CEILING GRID MEMBERS USING BOLTS, SCREWS, RIVETS, OR SUITABLE CLIPS. H. INSTALL RECESSED LUMINAIRES TO PERMIT REMOVAL FROM BELOW. I. INSTALL RECESSED LUMINAIRES USING ACCESSORIES AND FIRESTOPPING MATERIALS TO MEET REGULATORY REQUIREMENTS FOR FIRE RATING. J. INSTALL CLIPS TO SECURE RECESSED GRID-SUPPORTED LUMINAIRES IN PLACE. K. CONNECT LUMINAIRES TO BRANCH CIRCUIT OUTLETS USING FLEXIBLE CONDUIT. MAXIMUM LENGTH FIXTURE WHIP TO BE 5 FEET. L. MAKE WIRING CONNECTIONS TO BRANCH CIRCUIT USING BUILDING WIRE WITH INSULATION SUITABLE FOR TEMPERATURE CONDITIONS WITHIN LUMINAIRE. M. INSTALL SPECIFIED LAMPS IN EACH LUMINAIRE. N. AIM AND ADJUST LUMINAIRES TO PROVIDE LIGHT LEVELS CONSISTENT WITH DESIGN. FLOURESCENT BALLASTS A. MANUFACTURERS: 1. ADVANCE TRANSFORMER. 2. OSRAM SYLVANIA QUIKTRONIC. 3. GE/MAGNETEK. B. PRODUCT DESCRIPTION: HIGH FREQUENCY ELECTRONIC BALLAST, INSTANT START, LESS THAN 20 PERCENT THD, SUITABLE FOR LAMPS SPECIFIED, WITH VOLTAGE TO MATCH LUMINAIRE VOLTAGE. 03/08/2021 ELECTRICAL CONTRACTOR (EC) - GENERAL NOTES: A. ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES AND STANDARDS. B. ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND CONDUITS RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN/NOTED OTHERWISE. C. INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN/NOTED ON THE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS/INSTRUCTIONS. REFERENCE MECHANICAL DRAWINGS. D. WIRE SIZE SHALL BE #12 (MINIMUM) UNLESS OTHERWISE NOTED. WIRE SIZES SMALLER THAN #6 AWG SHALL BE THHN/THWN. #6 AWG WIRE AND LARGER SHALL BE THW, UNLESS NOTED OTHERWISE. E. WIRE (CONDUCTOR) COLORS SHALL BE AS PER APPLICABLE CODES. F. ALL CONDUCTORS SHALL BE COPPER. G. ALL CONDUCTORS SHALL BE RUN IN CONDUIT, EXCEPT LOW VOLTAGE CONTROL AND COMMUNICATIONS CABLES. H. ALL MATERIALS SHALL BE UL APPROVED. I. ALL BRANCH CIRCUITS, EXCEPT INTERIOR LIGHTING, EXTERIOR BUILDING SIGNS, PARAPET LIGHTING AND SOFFIT LIGHTING TO HAVE A GREEN EQUIPMENT GROUNDING CONDUCTOR SIZED AS PER NEC 250-122. J. PVC (SCHEDULE 40) PERMITTED BELOW SLAB AND BELOW GRADE ONLY. K. IT IS INTENDED THAT AN EQUIPMENT GROUND CONDUCTOR (GREEN) SHALL BE RUN IN POWER CIRCUIT CONDUITS WHETHER OR NOT THE CONDUIT IS PVC. L. ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRING. M. NEW TYPEWRITTEN PANEL DIRECTORY SHALL BE FURNISHED AFTER JOB IS COMPLETED REFLECTING ALL AS BUILT CONDITIONS. N. ALL BRANCH CIRCUITS SHALL BE PROPERLY PHASE BALANCED. O. ALL DATA EQUIPMENT TO BE FED BY A DEDICATED CIRCUIT WHICH CONSISTS OF A POWER CIRCUIT THAT FEEDS THIS TYPE OF EQUIPMENT ONLY WITH A SEPARATE GREEN GROUNDING CONDUCTOR CARRIED ALL THE WAY BACK TO THE PANEL TO BE CONNECTED TO THE GROUNDING SYSTEM. P. FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. Q. EC SHALL VERIFY INTERIOR DECOR THEME TO BE USED AND COORDINATE WITH SAID THEME. R. EC SHALL INSTALL AND CONNECT WIRING TO ALL SIGNS. S. EC TO COORDINATED ROUGHING-IN TO ALL EQUIPMENT WITH EQUIPMENT SUPPLIER PRIOR TO INSTALLING CONDUITS. T. ALL CONDUIT RUNS TO KITCHEN EQUIPMENT SHALL BE RUN ABOVE CEILING. U. MAINTAIN 12" CLEARANCE BETWEEN P.O.S. COMMUNICATION CONDUITS AND LIGHTING FIXTURES AS WELL AS POWER CONDUITS.. V. CUTTING AND NOTCHING OF 2x4 BEARING WALL FRAMING NOT TO EXCEED 7/8". BORING HOLES IN 2x4 BEARING WALL FRAMING NOT TO EXCEED 2 1/8". NOTE: GFCI RECEPTACLES ARE REQUIRED PER CURRENT NEC CODES. A B NEMA L6-30R: 215V/245V, 30A, 2-POLE 3 WIRE GROUNDING NEMA L14-50R: 120V/240V, 50A, 2-POLE 3 WIRE GROUNDING REFERENCE SHEET A151 FOR ADDITIONAL ELECTRICAL INFORMATION. ALL WIRE #12 AND CONDUIT 3/4" MINIMUM UNLESS NOTED OTHERWISE. SPECIAL RECEPTACLE LEGEND C NEMA 6-30P: 215V/245V, 30A, 2-POLE 3 WIRE GROUNDING NEMA 5-15P: 115V/120V, 20A, 1-POLE 3 WIRE GROUNDING CU-3 CU-4 30A/NF/2P 30A/NF/2P WP E1 C10 C12AC9 F8 F7 E10 E4 F10 F2 F5 B15 C4 C6 C C C1b C7 A B B B 90" AFF 48" AFF 48" AFF 18" AFF 48" AFF ________________________________ E501 9 EX. PANEL 'A' EX. PANEL 'A1' F2 A1 -1 A1 -3 A1 -5 A1 -9 A1 -11 A1 -19,21 PANEL 'A2' A1 -8 A1 -10 A2 -2,4 A2 -3,5 A2 -6,8 A2 -7 A2 -9 A1 -12 A1 -13 A2 -13 A2 -15 A2 -17,19 A2 -21,23 A2 -251 A2 -27 A2-10 D A2 -16,18 NEMA L14-20R: 120V/240V, 20A, 2-POLE 3 WIRE GROUNDING D A2-12,14 1 T T GROUND CONDUCTOR REQUIRED IN ALL CONDUITS SUBSCRIPT INDICATES PANEL AND CIRCUIT NO. GROUND FAULT CIRCUIT INTERRUPTING CONDUIT RUN WITH ARROW DENOTING HOMERUN. BUT NOT INDICATED WEATHERPROOF ABOVE FINISHED FLOOR. ISOLATED GROUND A.F.F. I.G. W.P. GFCI A-3 SINGLE RECEPTACLE HUBBELL #5361-I TOGGLE SWITCH - SINGLE POLE HUBBELL #1221-I TELEPHONE OUTLET WITH BUSHED HOLE COVERPLATE DUPLEX RECEPTACLE HUBBELL #5362-I 208V, 3∅ - #8420 208V, 1∅ - #5352-I TRANSFORMER REAR DOOR ALARM 208V RECEPTACLE HUBBELL BUZZER / BELL JUNCTION OR GANG BOX CABLE TELEVISION OUTLET PUSHBUTTON SWITCH ABBREVIATIONS SYMBOL LEGEND DETAIL DESCRIPTION T J SYMBOL DESCRIPTION LEGEND NEW EQUIPMENT/CASEWORK TAG RE: A151XX EXISTING EQUIPMENT/CASEWORK TAG RE: A151 NOTE: EC TO VERIFY EXISTING REQUIREMENTS AND CAPTURE EXISTING CIRCUITS IF AVAILABLE OR INSTALL NEW AS REQUIRED. XX PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:14 PM 12322-034 E110 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C PO W E R P L A N 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 SCALE: 3/16" = 1'-0"E110 1 POWER PLAN 1 3/05/21 CLIENT'S UPDATES MS/JM RG/KI 1.EXISTING EQUIPMENT TO BE RELOCATED. CONTRACTOR SHALL TRACE DOWN EXISTING CIRCUIT AND EXTEND AS NEEDED TO LOCATION SHOWN. PROVIDE DEVICE PER PLAN. KEY NOTES: 1 1 1 03/08/2021 INTAKE GRILLE EXHAUST FAN CABINET CONNECTING DUCTWORK EXHAUST GRILLE W/WALL CAP AND INSECT SCREEN SCALE: NTS CONDUIT PENETRATION E501 1 SCALE: NTS BUCK BOOST TRANSFORMER FOR FBD E501 2 SCALE: NTS CONDUIT MOUNTING E501 3 SCALE: NTS WATER TIGHT CONDUIT PENETRATION E501 5 SCALE: NTS TYPICAL WALL-MOUNTED QUAD E501 6 SCALE: NTS CONDUIT ROOF PENETRATION E501 7 ANCHOR CONDUIT FINISHED GRADE 2" WATERTIGHT MECHANICAL SEAL AS SPECIFIED WATER STOP BOLTS WITH CONCRETE INSERTS (TYP) 12" STRUCTURAL FLOOR SLAB GALVANIZED STEEL SLEEVE, DIAMETER AS REQUIRED BY SEAL MANUFACTURER 5" MIN.CONDUIT CLAMP, SIZE AS REQURIED (TYP)9" MIN. NOTE: 1. EC TO VERIFY ALL PENETRATION METHODS WITH ROOF MANUFACTURER. PLASTIC END CAPS (TYP) 1" MIN.1" (TYP) TRAPEZE MOUNTED TO NEXT OUTLET OR PANEL (TYP) HUNG CEILING 3/4" CONDUIT TO ABOVE HUNG CEILING 2#12,1#12GND BY ELECTRICAL CONTRACTOR 1/2" MIN. FULL THREADED ROD (TYP) CHANNEL UNISTRUT P1001 OR EQUAL JAMB NUT & FLAT PLATE FITTING (TYP) MAX . 3" (TYP) WALL MOUNTED CONDUIT CLAMP, SIZE AS REQUIRED (TYP) GALVANIZED MACHINE SCREW AND CONCRETE INSERT CEILING OR WALL MOUNTED CONCRETE INSERT 6" MIN. GENERIC ROOF CONSTRUCTION ACTUAL CONDITIONS WILL VARY NON-SHRINK GROUT (2" THICK) 4"4" 2 PLY BITUMINOUS STRIPPING CHANNEL, UNISTRUT P1001 OR EQUAL 1" (TYP) CONDUIT CAST MALLEABLE IRON SPACER AND ONE HOLE STRAP POURABLE SEALANT (2" THICK) 16OZ LEAD COATED COPPER PITCH POCKET, SOLDER ALL JOINTS, SET IN BED OF MASTIC PRESSURE TREATED WOOD BLOCKING TO MATCH INSULATION THICKNESS (TYP) SLOPE DISTANCE OF BUCK-BOOST: FROM 0' TO 50'-0" MAX 2#10, 1#10GND, 3/4" C DISTANCE OF BUCK-BOOST: FROM 50'-0" TO 100'-0"MAX. 2#8, 1#8GND, 3/4" C WATERTIGHT SEAL AS SPECIFIED BRICK OR CMU WALL (1) DEDICATED CIRCUIT PER BUCK-BOOST REFER TO E110 FOR CIRCUIT # (1) SPECIALTY OUTLET PER FBD NEMA L630P CHILLZONE FROZEN BEVERAGE DISPENSER (FBD)℄ CPI PANEL REFER TO A150 FOR FBD QUANTITIES AND LAYOUT. CONDUIT GROUT SLEEVE IN A NEAT AND WORKMANLIKE MANNER WITH SMOOTH SURFACES RECEIVING/ UTILITY (1) BUCK-BOOST TRANSFORMER PER FBD MACHINE. MANUF:ACME MODEL:T-1-81051 PROVIDED BY CFI; INSTALLED BY GC/ELECTRICAL CONTRACTOR. TO BE INSTALLED DIRECTLY ABOVE CPI CABINET. OPENING IN BRICK OR CMU SHALL HAVE EDGES AS SMOOTH AND STRAIGHT AS POSSIBLE PVC SLEEVE WITH WATERSTOP, DIAMETER AS REQUIRED BY SEAL MANUFACTURER PACK AND SEAL 4' - 0 " 1 SEQUENCE OF OPERATION RANCO ETC-11200 WRAP 3/8" WIDE PLASTIC STRIP AROUND SENSOR AND FASTEN TO CEILING CONTROL CABLE 8'-0" SOFFIT TEMP SENSOR 7'-2" AFF MILLWORK FILLER PANEL FLOOR MILLWORK FILLER PANEL INTERIOR WALL PARTITION WALL THERMOSTAT BY OTHERS. PLACE AT 6" BELOW CEILING. SEE M100 FOR LOCATION. SET POINT 80°F (ADJ) OVEN REMOTE HEAT SPACE TEMPERATURE SENSOR BELOW SOFFIT. OUTPUT CONTROL CABLE WRAP 3/8" WIDE PLASTIC STRIP AROUND SENSOR AND FASTEN TO CEILING T 8'-0" SOFFIT TS WALL THERMOSTAT AS SHOWN ON PLANS. PLACE AT 6" BELOW CEILING. EXHAUST FAN SHALL BE CONTROLLED BY SPACE THERMOSTAT. THE EXHAUST FAN SHALL ENERGIZE AND RUN AS NEEDED TO SATISFY SPACE THERMOSTAT SETPOINT. THERMOSTAT SETTING SHALL BE DETERMINED BY EG/CUMBERLAND FARMS. TRUSS TO EF-1 RUN CONTROL CABLE IN CONDUIT APPLICATION TABLE EXHAUST FAN EF-1 T WALL THERMOSTAT AS SHOWN ON PLANS. PLACE 6" BELOW CEILING TS REMOTE HEAT SPACE TEMPERATURE SENSOR EF-1 STYLEDUCT SIZE AIR DEVICE SCHEDULE NOTESSYM.SIZE TYPE GENERAL NOTES: ALL ALUMINUM CONSTRUCTION. EG-1 EXHAUST AIR 12"∅24X24 OWNWER PROVIDED REMOVABLE FILTER 12"ø/ 320 EG-1 8"ø 12"ø 8"ø EF-1 T PROVIDE AND INSTALL NEW WALL THERMOSTAT WHERE INDICATED. A2-1 1 PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2021, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:16 PM 12322-034 E501 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C EL E C T R I C A L D E T A I L S 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 1 3/05/21 CLIENT'S UPDATES MS/JM RG/KI SCALE: 12" = 1'-0"E501 4 CEILING EXHAUST VENT DETAIL EXHAUST FAN SCHEDULE MARK MANUFACTURER MODEL # FAN ELECTRICAL WEIGHT NOTES/ ACCESSORIESCFM (TOTAL) T.S.P ("WC) FAN WATTS VOLTAGE EF-1 FANTECH FG 8XL INLINE 200 CFM 0.5 700 120/1 8.2 1. NOTES: 1. UPON START-UP VERIFY THAT THE EXHAUST FAN CURRENT SENSOR IS SET TO THE MOTOR AMPERAGE. IF IT IS NECESSARY TO ADJUST THE AMPERAGE OF THE EXHAUST HOOD FAN MOTOR, THE FAN MOTOR CURRENT SENSOR MUST BE RESET BY THE ELECTRICAL CONTRACTOR AS FOLLOWS: ADJUST UNDERCURRENT POTENTIOMETER TO MINIMUM (CLOCKWISE IS MAXIMUM.) APPLY CURRENT. ONCE CURRENT IS STABILIZED, INCREASE UNDERCURRENT POT UNTIL RED LED LIGHTS. WITHIN SEVEN SECONDS TURN DOWN UNTIL RED LIGHT TURNS OFF. IF A LIGHT REMAINS ON FOR MORE THAN TEN SECONDS, DISCONNECT SUPPLY VOLTAGE TO RESET. SEE MANUFACTURERS OPERATION-INSTALLATION INSTRUCTIONS THAT SHIP WITH THE FAN. WITH LIMITED BUILDING PRESSURE, THE ±10% TOLERANCE IS NOT ACCEPTABLE. SET CFM AS SPECIFIED. ENSURE THAT EXHAUST FAN PULLEY IS ADJUSTED FOR PROPER ALIGNMENT. SCALE: 12" = 1'-0"E501 8 OVEN EXHAUST FAN SCALE: 3/8" = 1'-0"E501 9 OVEN EXHAUST PLAN 03/08/2021 FEEDER SCHEDULE MARK DESCRIPTION PANEL "A1" (EXISTING) 120/208V 200 AMP (225 AMP MLO) PANEL "A" (EXISTING) 120/208V 400 AMP (400 AMP MCB) 1 EXISTING TO REMAIN. EXISTING METER 1 EXISTING 120/208V WIRING WAY EXISTING 400A FUSED SERVICE DISCONNECT:400A/3P (NEMA-3R BOX) 2 3 CU-3 30A/NF/2P CU-4 30A/NF/2P (3)#12, #12G, IN 3/4" CONDUIT TO EXISTING UTILITY COMPANY TRANSFORMER EXISTING GROUND EXISTING CT CABINET PANEL "A2" (NEW) 120/208V 225 AMP (225 AMP MLO) CONTRACTOR SHALL RELOCATE/REWORK EXISTING LOWVOLTAGE TELEPHONE PATCH PANEL AND CABINET TO ALLOW ROOM FOR NEW PANEL 'A2' STOCK ROOM STOCK ROOM AJACENT WALL CEILING EXISTING PUMP PANEL AND ON/OFF CONTROLS TO REMAIN. BACK OF BLDG. GRADE EXISTING SERVICE CONDUCTORS AND CONDUITS THROUGH EXTERIOR WALL TO PANEL 'A'EXISTING CONDUCTORS AND CONDUIT ROUTED TO SERVICE DISCONNECT SWITCH. 1 1 2 GROUND MOUNTED CONDENSERS LOCATED IN A CHAIN LINK FENCE ENCLOSURE. CONTRACTOR TO COORDINATE LOCATION OF THE DISCONNECT SWITCHS AND ENSURE THEY ARE MOUNTED IN AN ACCESSIBLE LOCATION. (4)#3, #4/0G, IN 2-1/2" CONDUIT 3 1 PROVIDE NEW 225 AMP 3 POLE SUBFEED BREAKER AND LUG KIT TO ACCOMMODATE PANEL 'A2' PROJECT NO.: La r s o n D e s i g n G r o u p Ar c h i t e c t s E n g i n e e r s S u r v e y o r s SHEET NO.: 1 0 0 0 C o m m e r c e P a r k D r i v e S u i t e 2 0 1 W i l l i a m s p o r t , P A 1 7 7 0 1 P H O N E 5 7 0 . 3 2 3 . 6 6 0 3 T O L L F R E E 8 7 7 . 3 2 3 . 6 6 0 3 F A X 5 7 0 . 3 2 3 . 9 9 0 2 w w w . l a r s o n d e s i g n g r o u p . c o m La r s o n D e s i g n G r o u p It is a violation of the law for any person, unless acting under the direction of a licensed Architect, Engineer or Land Surveyor, to alter an item in any way. Plans, maps, specifications, studies, and reports not containing a red ink seal imprint on the cover sheet accompanied by an original signature by the licensed professional may have been fraudulently altered and shall not be considered an original copy. Copyright Protected 2020, Larson Design Group. R NO . D A T E C O M M E N T S B Y C H K D IS S U E / R E V I S I O N S D:\Users\MScott\Documents\EG_750828_ESTAS-PARK_CO_Central_Mscott8DDTS.rvt 3/5/2021 3:47:17 PM 12322-034 E600 75 0 8 2 8 E s t e s P a r k , C O 56 1 B I G T H O M P S O N A V E . , E S T E S P A R K , C O 8 0 5 1 7 EG A M E R I C A L L C ON E L I N E , P A N E L S C H E D U L E S 16 5 F l a n d e r s R o a d We s t b o r o u g h , M A 0 1 5 8 1 1 3/05/21 CLIENT'S UPDATES MS/JM RG/KI ALL CIRCUIT BREAKERS FOR HVAC EQUIPMENT SHALL BE "HACR" TYPE ALL CIRCUIT BREAKERS ARE 1P/20A SWITCHING DUTY BOLT-ON, UNLESS NOTED OTHERWISE CIRCUIT BREAKER RATINGS: * = DEDICATED CIRUIT WITH AN ISOLATED GROUND █ = NEW CIRCIUIT R# = CIRCUIT CONTROLLED BY RELAY GFI = GROUND FAULT L = BREAKER WITH LOCK ON DEVICE WP = A NEMA 3R RATED... Total Est. Demand...105 A Cooling 700 VA 100.00% 700 VA Total Conn. Current:149 A Receptacle 15543 VA 82.17% 12772 VA Total Est. Demand:37852 VA Appliance - Comm Kitchen 37200 VA 65.00% 24180 VA Total Conn. Load:53643 VA Power 200 VA 100.00% 200 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Load:19627 VA 20036 VA 13980 VA 47 12.6... 1.4 kVA 48 45 12.6... 7.5 kVA 46█ 43 PROVIDE NEW SUBFEED BREAKER AND LUG KIT FOR PANEL 'A2' 225 A 3 11.9 kVA 7.7 kVA 3 200 A EXISTING PANEL 'A1' NON-USABLE SPACE 44 -- 41 NON-USABLE SPACE -- -- 0.0 kVA 0.0 kVA 1 20 A CASHIER OUTLETS... 42 -- 39 NON-USABLE SPACE -- -- 0.0 kVA 0.0 kVA 40 -- 37 NON-USABLE SPACE -- -- 0.0 kVA 0.0 kVA 2 100 A EXISTING PUMP PANEL 'B' 38 35 0.0 kVA 0.0 kVA 36 33 0.0 kVA 0.0 kVA 34 31 COOLER COMPRESSOR (EXTERIOR)20 A 3 0.0 kVA 0.0 kVA 3 60 A EXISTING RTU 32 29 COOLER FANS 20 A 1 0.0 kVA 0.0 kVA 1 20 A FURNACE (EAST)30 27 FURNACE (WEST) 20 A 1 0.0 kVA 0.0 kVA 1 20 A CASHIER OUTLET (SW) 28 25 0.0 kVA 0.0 kVA 1 20 A BACK DESK OUTLET 26 23 0.0 kVA 0.0 kVA 1 20 A REFRIGERATOR FRONT 24 21 SURGE PROTECTOR 30 A 3 0.0 kVA 0.0 kVA 1 20 A SNACK BAR 22 19 CASHIER OUTLETS 20 A 1 0.0 kVA 0.0 kVA 1 20 A EXTERIOR OUTLETS... 20 17 CASHIER OUTLETS 20 A 1 0.0 kVA 0.0 kVA 1 20 A EXT. OUTLETS (N+S) 18 15 SHOW WINDOW... 20 A 1 0.0 kVA 0.0 kVA 1 20 A ATM OUTLET 16 13 MONUMENT SIGN. 20 A 1 0.0 kVA 0.0 kVA 1 20 A HAND DRYERS 14 11 OUTLET, CASHIER 20 A 1 0.0 kVA 0.0 kVA 1 20 A HAND DRYERS 12 9 RR & BACK RM LTG 20 A 1 0.0 kVA 0.0 kVA 1 20 A BREAKROOM OUTLET... 10 7 EXTERIOR SOFFIT LTG 20 A 1 0.0 kVA 0.0 kVA 1 20 A MAIN STORE SIGN 8 5 SOFFIT & COOLER LTG 20 A 1 0.0 kVA 0.0 kVA 1 20 A COOLER DOOR LTS 6 3 SALES LTG 20 A 1 0.0 kVA 0.0 kVA 1 20 A COOLER DOOR HEATER 4 1 SALES LTG 20 A 1 0.0 kVA 0.0 kVA 1 20 A LMS & TELE. OUTLET 2 RMK CKT Circuit Description Trip Poles A B C A B C Poles Trip Circuit Description CKT RMK Enclosure:TYPE 1 MCB Rating:- Mounting:SURFACE Wires:4 Mains Rating:400 Supply From:EXTERIOR DISCONNECT Phases:3 Mains Type:MCB Location:STOCKROOM Volts:120/208 A.I.C. Rating:EX. Panelboard: A STOCK... ALL CIRCUIT BREAKERS FOR HVAC EQUIPMENT SHALL BE "HACR" TYPE ALL CIRCUIT BREAKERS ARE 1P/20A SWITCHING DUTY BOLT-ON, UNLESS NOTED OTHERWISE CIRCUIT BREAKER RATINGS: * = MODIFIED EXISTING CIRCUIT FOR NEW EQUIPMENT █ = NEW CIRCIUIT E = EXISTING CIRCUIT TO REMAIN. NO WORK GFI = GROUND FAULT L = BREAKER WITH LOCK ON DEVICE WP = A NEMA 3R RATED... Total Est. Demand...39 A Total Conn. Current:46 A Total Est. Demand:14172 VA Receptacle 10544 VA 97.42% 10272 VA Total Conn. Load:16544 VA Appliance - Comm Kitchen 6000 VA 65.00% 3900 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Load:7684 VA 7480 VA 1380 VA 29 MAG CONTACTOR PAN... 20 A 1 0.0 kVA 0.0 kVA 1 20 A SANDW ICH BAR, BACK... 30 27 WALL OUTLETS (S) 20 A 1 0.0 kVA 0.0 kVA 28 25 AIR COMPRESSOR 20 A 1 0.0 kVA 0.0 kVA 26 23 EXTERIOR OUTLETS 20 A 1 0.0 kVA 0.0 kVA 3 30 A SURGE PROTECTOR 24 21 3.0 kVA 0.0 kVA 1 20 A CANOPY LTS 22 █19 F10 COFFEE BREWER 50 A 2 3.0 kVA 0.0 kVA 1 20 A CANOPY LTS 20 17 BAG IN BOX... 20 A 1 0.0 kVA 0.0 kVA 1 20 A CANOPY SIGN 18 15 BREAKROOM OUTLETS... 15 A 1 0.0 kVA 0.0 kVA 1 20 A SANDW ICH BAR, BACK... 16 13 C1b ROLLER GRILL 20 A 1 1.3 kVA 0.0 kVA 1 20 A EXTERIOR SOFFIT LTS... 14 11 F7 MILK & CREAM DISP. 20 A 1 0.2 kVA 1.0 kVA 1 20 A C10 HEATED... 12 9 F5 CAPPUCCINO MACH. 20 A 1 1.8 kVA 1.0 kVA 1 20 A E1 SODA 10 7 ICE MAKER (BACK... 20 A 1 0.0 kVA 1.7 kVA 1 20 A E1 ICE MAKER 8 5 F8 FLAVOR SHOT DISP. 20 A 1 0.2 kVA 0.0 kVA 1 20 A SPARE 6 3 F2 COFFEE/TEA BREWER 20 A 1 1.7 kVA 0.0 kVA 1 20 A SPARE 4 1 F2 COFFEE/TEA BREWER 20 A 1 1.7 kVA 0.0 kVA 1 20 A SPARE 2 RMK CKT Circuit Description Trip Poles A B C A B C Poles Trip Circuit Description CKT RMK Enclosure:TYPE 1 MLO Rating:200 Mounting:SURFACE Wires:4 Mains Rating:225 Supply From:PANEL A Phases:3 Mains Type:MLO Location:STOCKROOM Volts:120/208 A.I.C. Rating:EX. Panelboard: A1 EXISTING EXISTING 22.4 kva OR 62.2A x 1.25 = 77.7A NEW LOADS + 103A TOTAL LOADS =165.7A SERVICE LOAD SUMMARY REUSED LOADS -15A SCALE: 1/8" = 1'-0"E600 1 120/208V ELECTRICAL RISER DIAGRAM - EG AMERICA ***** * ** E E E E E E E 1 ***E E E E E E E ALL CIRCUIT BREAKERS FOR HVAC EQUIPMENT SHALL BE "HACR" TYPE ALL CIRCUIT BREAKERS ARE 1P/20A SWITCHING DUTY BOLT-ON, UNLESS NOTED OTHERWISE CIRCUIT BREAKER RATINGS: * = MODIFIED EXISTING CIRCUIT FOR NEW EQUIPMENT █ = NEW CIRCIUIT E = EXISTING CIRCUIT TO REMAIN. NO WORK GFI = GROUND FAULT L = BREAKER WITH LOCK ON DEVICE WP = A NEMA 3R RATED... Total Est. Demand...73 A Cooling 700 VA 100.00% 700 VA Total Conn. Current:103 A Receptacle 4999 VA 100.00% 4999 VA Total Est. Demand:26179 VA Appliance - Comm Kitchen 31200 VA 65.00% 20280 VA Total Conn. Load:37099 VA Power 200 VA 100.00% 200 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Load:11943 VA 12556 VA 12600 VA -- 41 SPACE -- -- 0.0 kVA 0.0 kVA -- -- SPACE 42 -- -- 39 SPACE -- -- 0.0 kVA 0.0 kVA -- -- SPACE 40 -- -- 37 SPACE -- -- 0.0 kVA 0.0 kVA -- -- SPACE 38 -- -- 35 SPACE -- -- 0.0 kVA 0.0 kVA -- -- SPACE 36 -- -- 33 SPACE -- -- 0.0 kVA 0.0 kVA -- -- SPACE 34 -- -- 31 SPACE -- -- 0.0 kVA 0.0 kVA -- -- SPACE 32 -- -- 29 SPACE -- -- 0.0 kVA 0.0 kVA -- -- SPACE 30 -- █ 27 EXTERIOR COND UNIT... 20 A 1 0.2 kVA 0.0 kVA -- -- SPACE 28 -- █ 25 C7 EX. MICROWAVE 20 A 1 0.7 kVA 0.0 kVA 1 20 A SPARE 26 23 2.5 kVA 0.0 kVA 1 20 A SPARE 24 █21 C6 WARMING OVEN 30 A 2 2.5 kVA 0.0 kVA 1 20 A SPARE 22 19 2.5 kVA 0.0 kVA 1 20 A SPARE 20 █17 C6 WARMING OVEN 30 A 2 2.5 kVA 1.3 kVA 18 █ 15 B15 U/C REFRIIGERATOR 20 A 1 0.9 kVA 1.3 kVA 2 20 A C4 HOT SANDWICH SLIDE 16 █ █ 13 E10 BIB COMP. 20 A 1 1.4 kVA 1.4 kVA 14 11 SPARE 20 A 1 0.0 kVA 1.4 kVA 2 20 A E4 CU-4 FROZEN BEVERAGE DISP. COND. 12 █ █ 9 C12A HEATED PIZZA... 20 A 1 1.4 kVA 0.2 kVA 1 20 A E1 CU-3 ICE DISP. COND. 10 █ █ 7 C9 CONDIMENT BAR 20 A 1 0.4 kVA 1.9 kVA 8 5 3.0 kVA 1.9 kVA 2 30 A E4 FROZEN BEVERAGE DISPENSER 6 █ █3 F10 COFFEE BREWER 50 A 2 3.0 kVA 3.0 kVA 4 █ 1 EF-1 20 A 1 0.7 kVA 3.0 kVA 2 50 A F10 COFFEE BREWER 2 █ RMK CKT Circuit Description Trip Poles A B C A B C Poles Trip Circuit Description CKT RMK Enclosure:TYPE 1 MLO Rating:225 Mounting:SURFACE Wires:4 Mains Rating:225 Supply From:PANEL A Phases:3 Mains Type:MLO Location:STOCK ROOM Volts:120/208 A.I.C. Rating:10K Panelboard: A2 * E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 03/08/2021