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HomeMy WebLinkAboutWalmart Revised DrawingsGENERAL NOTES1. BUILDING WILL BE FULLY SPRINKLERED AS REQUIRED BY CONTRACT DOCUMENTS. SUBMIT FIRE SPRINKLER SYSTEM DRAWINGS AND CALCULATIONS TO AUTHORITIES HAVING JURISDICTION (FIRE DEPARTMENT, FIRE MARSHAL, ETC). OBTAIN ALL APPROVALS PRIOR TO FABRICATION OR INSTALLATION.2. OWNER WILL PROVIDE, OR HAS ALREADY PROVIDED, FIRE EXTINGUISHERS IN ACCORDANCE WITH NFPA 10. AUTHORITY HAVING JURISDICTION WILL APPROVE FINAL FIRE EXTINGUISHER LOCATIONS. 3. WAL-MART'S ALARM CENTRALS ENGINEERING TEAM HAS CONTACTED THE AUTHORITY HAVING JURISDICTION FOR PRE-PLAN DATA ABOUT STATE AND LOCAL REQUIREMENTS THAT DIFFER FROM THE NATIONALLY PUBLISHED CODES AND STANDARDS. A COMPLETE SITE SPECIFIC SUBMITTAL IS BEING MADE DIRECTLY TO THE AUTHORITY HAVING JURISDICTION. QUESTIONS SHOULD BE DIRECTED TO 1-800-530-9924, OPTION 3.4. THE MAXIMUM STORAGE HEIGHT IS TWELVE FEET EXCEPT IN THE GENERAL MERCHANDISE RECEIVING AREA IMMEDIATELY ADJACENT TO THE DOCK DOORS. THE STOCKROOM WILL HAVE A STACKING HEIGHT OF 15 FEET OF CLASS I-IV COMMODITIES IN FIXED, SINGLE AND DOUBLE ROW RACKS. THE STACKING HEIGHT OF THE ROLLING RACK AREA WILL NOT EXCEED 12 FEET.5. REFER TO SPECIFICATION SECTIONS 01600 -PRODUCT REQUIREMENTS AND APPENDIX A -PRODUCTS AND WORK BY OWNER OR SEPARATE CONTRACTOR. THESE SECTIONS INCLUDE SPECIFIC INFORMATION REGARDING ITEMS AND SERVICES TO BE FURNISHED AND INSTALLED BY INDIVIDUALS OTHER THAN THE GENERAL CONTRACTOR. 6. REINSTALL ALL FIRE EXTINGUISHERS IMMEDIATELY FOLLOWING COMPLETION OF FINAL FINISH TO MOUNTING SURFACE.7. REFER TO GENERAL CONTRACTOR PERMIT, REGISTRATION, NOTIFICATION INSPECTION & INSTALLER CERTIFICATION(GCPRN) REPORT LOCATED IN GC PERMIT INFORMATION FOLDER ON OWNER'S DOCUMENT DELIVERY WEBSITE.345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).PROTO CYCLE:PROTO:DATE:EXISTING SQFT:3/18/2019 4:17:19 PMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtC1COVERSHEETDGM,GNJ18251ITHACA, NY012119012119ITHACA, NY11/30/18STORE NO.: 5240-201STORE NO: 5240-20115015011/30/18012119ITHACA, NYDGMGENERAL REMODELGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYVICINITY MAPGENERALSCOPE OF WORKE2.2 ENLARGED POWER PLANSE2.3 ENLARGED POWER PLANSE3 ELECTRICAL DETAILSE4 ELECTRICAL ONE-LINE DETAILS AND SCHEDULESE4.1 PANELBOARD SCHEDULESE5 ACC ELECTRICAL PLANSRE1 REFRIG ELECTRICAL PLANGE1 GROCERY LIGHTING PLANSGE2 GROCERY POWER PLANSRACKING STRUCTURALFXS1 FIXTURE ANCHORAGE PLAN AND NOTESFXS2 FIXTURE ANCHORAGE DETAILSSPECIAL ELEMENTSOS1 OWNER SUPPLIED ITEMSGP2 FRONT GROCERY WATER PLANGP2.1 REAR GROCERY WATER PLANMECHANICALM1 ENLARGED MECHANICAL PLANSM2 MECHANICAL DETAILSMAC1 AUTO CENTER MECHANICAL PLANSEM1 ENERGY MANAGEMENT PLANREFRIGERATIONREM1 REFRIGERATION ENERGY MANAGEMENT PLANREM2 REFRIGERATION ENERGY MANAGEMENT SCHEDULESRD1 REFRIGERATION DEMO PLANR1 FRONT REFRIGERATION PLANR2 REFRIGERATION SCHEDULESR3 REFRIGERATION DETAILSR4 REFRIGERATION SUBMITTALSELECTRICALE1 LIGHTING PLANE1.1 ENLARGED LIGHTING PLANE1.2 ENLARGED LIGHTING PLANE1.3 LIGHTING DETAILS AND SCHEDULESE2 POWER PLANE2.1 POWER DROP PLANRXPFC PAINT, FIX, CLEAN (PFC) PLAN AND DETAILSVCREF REFRESH WMVC PLANREC1 RECYCLING PFCGA1 FRONT GROCERY PLANGA2 REAR GROCERY PLANGA3 GROCERY DETAILSGA5 RESPONSIBILITY SCHEDULESSTRUCTURALS1 PARTIAL ROOF FRAMING PLANFIRE PROTECTIONFP1 OVERALL FIRE SPRINKLER PLANFP2 ENLARGED FIRE SPRINKLER PLANFP2.1 ENLARGED FIRE SPRINKLER PLANFP2.2 ENLARGED FIRE SPRINKLER PLANFP2.3 ENLARGED FIRE SPRINKLER PLANFP3 FIRE PROTECTION DETAILSPLUMBINGMP1 MECHANICAL AND PLUMBING PLANP1 ENLARGED PLUMBING PLANSP2 PLUMBING DETAILSP3 PLUMBING SCHEDULESGP1 FRONT GROCERY PLUMBING PLANGP1.1 REAR GROCERY PLUMBING PLANGENERALC1 COVER SHEETN1 GENERAL INFORMATIONFX1 FIXTURE PLANARCHITECTURALSP1 SITE PLANSP2 SITE DETAILSSP2.1 SITE DETAILSD1 DEMOLITION PLANA1 FLOOR PLANA1.1 FLOOR FINISH PLANA2 EXTERIOR ELEVATIONSA2.1 EXTERIOR SIGNAGEA3 SECTIONS AND DETAILSA4 ROOF PLAN AND DETAILSA5 ENLARGED PLANS ELEVATIONS AND DETAILSA5.1 RESTROOM PLANS AND DETAILSA5.2 RESTROOM DEMOLITION PLANSA5.4 ENLARGED PLANS AND DETAILSA6 REAR OFFICE PLANA6.1 PARTITION TYPES AND WALL DETAILSA8 DOOR SCHEDULE AND FINISHESA9 CASEWORKBR1 BREAKROOM PLAN AND DETAILSBR2 BREAKROOM CASEWORK DETAILSBR2.1 BREAKROOM CASEWORK DETAILSAC1 AUTO CENTER PLANS AND DETAILSDRAWING INDEX• EXTERIOR SURFACES: CLEAN, PREP AND PAINT• INTERIOR WALLS: CLEAN, PREP AND PAINT• PHARMACY: PAINT, FIX, CLEAN AND REMODEL AS NOTED.• PHOTO LAB: RELOCATE• GLAZED CANPY/GARDEN CENTER: REFURBISH AS NOTED/CLEAN AND PAINT• RESTROOMS: REFURBISH CUSTOMER RESTROOMS, REPLACE SINKS AND ACCESSORIES AS NOTED• VARIOUS OFFICES: PAINT, FIX, AND CLEAN AS NOTED• BREAK ROOM: REMODEL, INSTALL NEW FIXTURES AS NOTED• CUSTOMER SERVICE: REMODEL AS NOTED. INSTALL MONEY CENTER FIXTURES AND ADD PICKUP STORAGE.• DOORS: REPAIR/REPLACE AS NOTED• FLOOR TILE: REPAIR/REPLACE AS NOTED• GROCERY: REMODEL, REPAIR/REPLACE EQUIPMENT AS NOTED• ENTRY VESTIBULE: CLEAN AND PAINT• ROOF: REPLACE RCU, CAP EXISTING EXHAUST FAN AND INSTALL NEW PENETRATIONS ABOVE AUTO CENTER MECHANICAL ROOM.• SIGNAGE: INSTALL/REPLACE EXTERIOR SIGNS AS NOTED, NEW PICKUP SIGN• AUTO CENTER: REFURBISH, INSTALL NEW PLUMBING FIXTURES AS NOTED• VISION CENTER: PAINT, FIX AND CLEAN AS NOTED• RECYCLE CENTER: REPLACE EQUIPMENT• PICKUP CHECK-IN: INSTALL AS NOTED.BUILDING CODE SUMMARYNAME OF PROJECT ITHACA, NYSTREET ADDRESS 135 FAIRGROUNDS MEMORIAL PARKWAYPROPOSED USE RETAILCODES BUILDING CODE 2015 INTERNATIONAL BUILDING CODE WITHTHE NY STATE SUPPLEMENTSELECTRICAL CODE 2014 NATIONAL ELECTRICAL CODEPLUMBING CODE 2015 INTERNATIONAL PLUMBING CODE WITHTHE NY STATE SUPPLEMENTSMECHANICAL CODE 2015 INTERNATIONAL MECHANICAL CODEWITH THE NY STATE SUPPLEMENTSFIRE CODE 2015 INTERNATIONAL FIRE CODE WITH THENY STATE SUPPLEMENTSACCESSIBILITY CODE ANSI A117.1-2009OCCUPANCY M - MERCANTILE; WHOLESALE OR RETAIL STORE (MAIN USE) - SECT 309.1S1 - STORAGE AREA; MOTOR VEHICLE STATION ANDRECEIVING AND STOCKROOMS (MIXED USE)- SECT 311.2A2 - ASSEMBLY USE; BREAKROOM AND FOOD TENANT(ACCESSORY TO MAIN USE)- SECT 303.3B - BUSINESS; NON FOOD TENANT (ACCESSORY TO MAINUSE)- SECT 304.1TYPE OF CONSTRUCTION II-B UNPROTECTED (SPRINKLERED) PER SECT 602.2 AND TABLES 601 AND 602ALLOWABLE AREA UNLIMITED 507.4FIRE PROTECTION BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATICSPRINKLER SYSTEM AND IS SURROUNDED ON ALL SIDES BY60 FEET MINIMUM OF PERMANENT OPEN SPACE. UNLIMITEDAREA CRITERIA IS APPLICABLE.FIRE PROTECTIONDARRELL E. STEIN IIHNY CONSULTING ENGINEERS240 WEST 37TH STREET, 3RD FLOORNEW YORK, NY 10018PHONE# (214) 647-3047STRUCTURALBART J. HALVERSONBART J. HALVERSON, PE, LLC930 CENTRAL STREETKANSAS CITY, MISSOURI 64105PHONE# (816) 421-4200ARCHITECTURALDENNIS D. SMITHDENNIS D. SMITH, AIA345 RIVERVIEW, SUITE 200WICHITA, KANSAS 67203PHONE# (316) 268-0230REFRIGERATIONDAVID P. KIMBALLDAVID P. KIMBALL, PE1805 N 2ND STREET, SUITE 5238ROGERS, ARKANSAS 72756PHONE# (479) 636-5004MECHANICAL/PLUMBINGSTEVE E. BERRYSTEVE E. BERRY, PE345 RIVERVIEW, SUITE 200WICHITA, KANSAS 67203PHONE# (316) 268-0230ELECTRICALCOURTNEY WASSOMCOURTNEY WASSOM, PE209 FOURWINDS COURTMANHATTAN, KS 66503PHONE# (316) 252-7663BUILDING OFFICIALMIKE NEICHWIADOWICZ108 E. GREEN STREETITHACA, NY 14850PHONE# (607) 274-6508187,767ISSUE BLOCK1 REV #1 03/01/192 ADD #1 03/18/191111222AHJNOTE TO GC• PRIOR TO COMMENCING CONSTRUCTION, THE GC SHALL SCHEDULE A MEETING WITH THE CITY OF ITHACA SENIOR CODE INSPECTOR. • THE GC SHALL INFORM THE AHJ OF THE FOLLOWING:1. HOW THEY PLAN TO PERFORM THE ALTERATIONS WHILE THE STORE IS OPERATING, AND NOT BLOCK ANY MEANS OF EGRESS. 2. HOW THEY PLAN TO SEPARATE THE CONSTRUCTION AREA FROM THE MERCANTILE AREA. 22 ABBREVIATION LEGENDANCHOR BOLTAMERICAN CONCRETE INSTITUTEABOVE FINISHED FLOORAMERICAN INSTITUTE OF STEEL CONSTRUCTIONARCHITECTURALAMERICAN SOCIETY OF TESTING AND MATERIALSAMERICAN WELDING SOCIETYBELOW FINISHED FLOORBLOCK LINTELBOTTOM OFBOTTOM OF STEELBEARINGCONTROL JOINTCENTERLINECLEARCONCRETE MASONRY UNITCOLUMNCONCRETECONSTRUCTIONCONTINUOUSDIAMETERELECTRICAL DISTRIBUTION CENTEREXTERIOR INSULATION AND FINISH SYSTEMEXPANSION JOINTELEVATIONELECTRICALEQUALEACH WAYFOUNDATIONFINISHED FLOORFIBER REINFORCED PLASTICFAR SIDEFOOTINGGAUGEGENERAL CONTRACTORGYPSUM BOARDHANDICAPHORIZONTALHEADED STUD ANCHORINFORMATIONISOLATIONJOIST BEARING ELEVATIONJOISTJOINTKIPS PER SQUARE INCHLENGTHPOUNDSLONG LEG HORIZONTALLONG LEG VERTICALLONGITUDINALMAXIMUMMECHANICALMECHANICAL ELECTRICAL PLUMBINGMINIMUMMISCELLANEOUSMASONRY OPENINGMETALNOT IN CONTRACTNUMBERNEAR SIDENOT TO SCALEON CENTEROUTSIDE DIAMETEROPPOSITE HANDPOWDER ACTUATED FASTENERPOUNDS PER CUBIC FOOTPLASTIC LAMINATEPLATEPREMOLDED EXPANSION JOINTPOUNDS PER SQUARE INCHPOUNDS PER LINEAR FOOTQUANTITYREFER TOREINFORCINGREQUIREDREVERSEROUGH OPENINGROOF TOP UNITSCHEDULESTEEL DECK INSTITUTESIMILARSTEEL JOIST INSTITUTESPECIFICATIONSSTRUCTURALTOP AND BOTTOMTHICKNESSTOP OFTOP OF CONCRETETOP OF FOOTINGTOP OF GRADE BEAMTOP OF MASONRYTOP OF PAVINGTOP OF STEELTRANSVERSETYPICALVERTICALWALMART GENERAL ABBREVIATIONSABACIAFFAISCARCHASTMAWSBFFBLBOBOSBRGCJCLCLRCMUCOLCONCCONSTCONTDIAEDCEIFSEJELELECEQEWFDNFFFRPFSFTGGAGCGYP BDHCHORIZHSAINFOISOJBEJSTJTKSILLBLLHLLVLONGMAXMECHMEPMINMISCMOMTLNICNONSNTSOCODOHPAFPCFPLAMPLPMEJPSFPSIQTYREFREINFREQDREVRORTUSCHEDSDISIMSJISPECSSTRUCT&BTHKTOTOC/TCTOFTOGBTOMTOP/TPTOSTRANSTYPVERTWMABBR DEFINITIONUNOUNLESS NOTED OTHERWISEPLFPOUNDS PER SQUARE FOOTGMGENERAL MERCHANDISEGROCERYGRMASONRY ELEVATIONMEMECHANICAL AIR UNITMAUEXHAUST FANEFCONDENSING UNITCUFIELD VERIFYFVELECTRIC WATER COOLEREWCEXISTING TO REMAINETRADAAMERICANS WITH DISABILITIES ACTDIRECTS SHIPPING DELIVERYDSDADJADJACENTHIGH DEFINITION TELEVISIONHDTVHOLLOW STRUCTURAL SECTIONHSSPVCPOLYVINYL CHLORIDEACRYLACRYLICPLASTICPLASTTEMPEREDTEMPELECTRONIC ARTICLE SURVEILLANCEEASREFRIGERATION CONTRACTORRCSTANDARDSTDABOVE FINISHED GRADEAFGSANITARY COVE BASESCBSTAINLESS STEELSSPHARMACY PAINT FIX CLEANRXPFCVISION CENTER PAINT FIX CLEANVCPFCWIDTHWHEIGHTHTPAINT, FIX, CLEANPFCMANUFACTURERMFRSTRIPING CONDITIONSSTRIPING AT BALERSTRIPING AT COMPACTORSTRIPING AT EYEWASHELECTRICALWALL LOCATIONMAY VARYCONTROL SIDESTRIPING AT HALLWAY DOORSTRIPING REQUIREMENTS1. 4" WIDE STRIPES USING YELLOW FLOOR MARKING TAPE @ 12" ON CENTER, @ 45 DEGREE ANGLE TO 4" WIDE EXTERIOR BOUNDARY LINES2. IF EXISTING HALLWAY, BALER, COMPACTOR, OR EYEWASH WARNING AREAS ARE PAINTED SOLID OR HAVE INCORRECT PATTERN, REMOVE EXISTING PAINT AND APPLY TAPE PER THE STRIPING CONDITIONS SHOWN HERE.WALL LOCATIONMAY VARY2'-6"4'-0"2'-6"EQ EQRETURN TO WALL5'-0"3'-0"6'-0"1'-0"1'-8"MIN2' - 0"STRIPING AT HAZMAT12'-3"2'-6"MENMENCORRESPONDINGCONTRACTED (GRADE 2) BRAILLEHEIGHT OF LETTERING5/8" MIN. TO 2" MAX.RAISED 1/32"UPPERCASELETTERINGSIGNS & IDENTIFICATIONRESTROOM DOOR SYMBOLS--3/8" MIN SPACING FROM BRAILLE TO ANY TACTILE CHARACTER OR RAISED SURFACE-60" MAX48" MIN1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN TITLE III AND AS SPECIFICALLY REQUIRED IN THIS SECTION.2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595C.3. FOR CHARACTER PROPORTION, THE UPPERCASE LETTER "O" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "O" OF THE FONT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I".4. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH 2010 ADA TABLE 703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I". CHARACTER HEIGHT MEASURED FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" (16 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM.5. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 6. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING:A. CHARACTERS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS-SERIF UPPERCASE CHARACTERS. RAISED LETTERS SHALL BE DUPLICATED IN BRAILLE.B. RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" HIGH AND 2" MAXIMUM BASED ON THE HEIGHT OF THE LETTER "I".C. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6" MINIMUM. PICTOGRAMS AND THEIR FIELDS SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL CONTRAST THEIR FIELDS, WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD.7. CONTRACTED (GRADE 2) BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED. DOTS SHALL BE 0.090" (2.3 MM) TO 0.100" (2.5 MM) ON CENTER IN EACH CELL WITH 0.241" (6.1 MM) TO 0.300" (7.6 MM) SPACE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS. DOTS SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND.8. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE ACCOMPANIED BY BRAILLE. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES.9. SIGNS TO BE PROVIDED AT ALL PUBLIC MEN, WOMEN, FAMILY AND UNISEX RESTROOMS. ROOM NAME SHALL BE "RESTROOM" AT UNISEX TOILETS.9"SIGNAGE LEGENDDOORFFSIGN, REF NOTE 3.SIGNREF NOTE 31. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS:A. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLEB. ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILETS ARE CLUSTERED AT A SINGLE LOCATIONC. ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT IDENTIFICATIOND. UNISEX TOILET AND BATHING ROOMSE. ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY:A. AT EACH SEPARATE-SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX TOILET3. TACTILE SIGNAGE SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES.4. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR BACKGROUND AND SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE MATERIALS OR FINISHES.5. ACCESSIBLE SIGNAGE SHALL USE GRADE 2 BRAILLE AND MUST COMPLY WITH ICC A117.1 SECTION 703.4 OR ADA SECTION 703.3.SITE VERIFICATION REQUIREMENTS:GENERAL REQUIREMENTS:DEMOLITION REQUIREMENTS:1.The Architect has made a scope visit with measurements and photographs of existing conditions and the Drawings indicate existing conditions verified in the field. It, however, remains the responsibility of the Contractor to verify all existing conditions prior to the submission of a bid and to the commencement of any Work. No additional compensation will be paid due to the Contractor’s failure to verify existing site conditions which include, but are not limited to, grades, extent of paving, or utilities.2.Any discrepancy with the existing site conditions and/or the Drawings shall be brought to the attention of the Architect for clarification and instruction. These Construction Documents have been designed and drawn assuming existing building conditions match the Original Drawings. The General Contractor, immediately upon arrival at the site, shall verify all existing structural column dimensions, structural bearing heights, existing dimensions, top of masonry elevations, roofing conditions (including parapets, scuppers and roof drains), and joist bearing elevations prior to the fabrication of any structural items. If discrepancies are found between what is shown on the Drawings and existing field conditions, contact the Wal-Mart Construction Manager and the Architect immediately to determine what action should be taken to match existing conditions. The beginning of structural steel fabrication by the General Contractor, steel fabricator, or joist manufacturer means acceptance of the existing conditions.3.All utility locations shown are approximate. The Contractor shall field verify the exact location of all existing utilities (whether shown or not) prior to the submission of a bid or the commencement of construction. The Contractor shall notify the Wal-Mart Construction Manager of the discovery of existing utilities not shown or noted on Drawings.4.The Contractor shall verify and maintain (repair if damaged) existing irrigation systems affected by the construction of this Project.5.The Contractor shall field locate and verify all property lines, easements, setbacks and restrictions. A registered surveyor shall establish all property lines and setbacks prior to the commencement of construction and clearly flag property lines and setbacks. It remains the responsibility of the General Contractor to determine exact location of all said boundaries.6.The Contractor shall verify exact locations and depths of underground utility services prior to any excavation.7.The Contractor shall verify all grades and proposed final grades. If ramps, stoops, stairs, sidewalks, flatwork or paving are installed, verify final grades surrounding the new construction and adjust stair risers, ramp lengths, limits of paving, etc., to accommodate the required ramp slope, riser heights or paving areas. All ramps and stairs shall meet ADA-ADAAGS (or Adopted Handicap Accessibility Requirements). If there is a conflict in field conditions, notify Wal-Mart Construction Manager and the Architect prior to the construction or ordering of materials.8.Not used. 9.Not used. 10.Not used. 11.Not used. 1.All demolition shall be carried out in a safe manner and in strict accordance with OSHA regulations.2.The Contractor shall field verify the extent of demolition. The Work includes, but is not limited to, the demolition and removal of walls, doors, fixtures, plumbing, paving, mechanical and electrical items including conduits and ductwork as shown on Drawing or as required for the installation of the new Work for a complete job.3.When utilities are removed, cap and seal a minimum of 8" below finish floor or a minimum of 6" above finish ceiling.4.When removing existing structural items, it is the Contractor's responsibility to provide adequate shoring, bracing and support systems to keep the existing structure intact and in a safe condition. Refer to Sections 02023 and 02251.5.Not used. 6.Not used. 1.All Work shall be done in a safe and workmanlike manner and in strict accordance with the local and/or State (if applicable) Building Codes, National Electric Code, ADA-ADAAGS and other Adopted Accessibility Standards, OSHA, and all applicable codes, regulations, ordinances and Authorities Having Jurisdiction (AHJ). 2.Provisions regarding the use of gas and diesel equipment within an enclosed building, formerly included in this paragraph, are now included in Section 01351 - Regulatory Compliance3.Provisions regarding cords for electrical equipment and routing of equipment cords and hoses, formerly included in this paragraph, are now included in Section 01351 - Regulatory Compliance.4.Each Subcontractor is responsible for having a thorough knowledge of all drawings and specifications in their related field. The failure to review these documents does not relieve the Subcontractor of any responsibility for performing work properly. No additional compensation shall be allowed because of conditions that occur due to failure to familiarize workers with this knowledge.5.The existing building shall be protected from moisture, dust and debris. Install dust partitions or drapes as required and/or as directed by Wal-Mart Construction Manager to keep dust and moisture from the operating areas of the store. 6.Any damage to Wal-Mart’s property, which occurs during the process of construction shall be repaired/replaced at no additional cost to Wal-Mart; this includes all merchandise. Contractor shall pay the cost for all damaged merchandise.7.The Contractor shall maintain the integrity of the existing building security at all times. This includes keeping the building secure from persons, environmental elements or hazards. The Contractor shall be responsible to maintain the integrity of all existing security systems. The Contractor shall obtain permission from the Store Manager prior to the modification of any existing security system for the opening (demolition) of any exterior wall.8.The Contractor shall keep the work area clean and free of debris and remove all trash and debris from the construction area daily. No flammable materials or liquids may be stored in the existing building or in any new addition.9.Remove any existing equipment, fixtures, furnishings, accessories, services, finishes or surfaces as required, shown or not shown, for the installation of new construction. Provide furring for conduits and piping, shown or not, and finish out furring to match adjacent existing finishes.10.Repair, re-route, and extend all services, piping, conduit of existing items and equipment as required during the construction process to maintain normal store operations and as required for the installation of new construction. This includes all items shown or not shown on the Drawings. Reset existing equipment, fixtures, furnishings, accessories, or related items as required for proper operation.11.When equipment, fixtures, furnishings, accessories, services, finishes or surfaces are temporarily removed or relocated in order to perform work, the Contractor is responsible for returning them to their original position, reconnection of services and appropriate means of attachment unless specifically directed to do otherwise.12.Where existing finishes are to remain, clean, repair, patch and repaint as necessary to blend in with adjacent work. 13.The Contractor shall be responsible for the timely ordering of materials to prohibit delays of the construction schedule of this Project. It is the responsibility of the Contractor to coordinate delivery of materials in a timely manner. 14.Not used. 15.The General Contractor shall respond to all requirements of the Structural Engineer/Architect for verifications, responses, and submissions.SYMBOLS LEGEND2-A210.1X-XX100A6101AM100'-0"FF EL100'-0"X.XX100X.XXX.XX X.XXX.XX X.XXX.XXX.XXX.XX5A25A2KEYNOTE INDICATORFULL AND PARTIALSECTION INDICATOREXTERIOR AND INTERIORELEVATION INDICATORROOM NAME AND NUMBERCOLUMN LINE INDICATORHEIGHT ELEVATION INDICATORPLAN ELEVATION INDICATORENLARGED DETAIL INDICATORPARTITION TYPE INDICATORCOLOR INDICATORDOOR INDICATORWINDOW INDICATORDETAIL INDICATORREFERENCE AT KEYNOTE INDICATORTV MONITORA KEYNOTE OR BLOCK OFKEYNOTES WITH A LEADERATTACHED APPLY SPECIFICALLYTO THE ITEM, AREA, OR SURFACETO WHICH THE LEADER ISPOINTINGIN ADDITION TO THE ROOM FINISHSCHEDULE, A KEYNOTE OR BLOCKOF KEYNOTES ATTACHED TO THEROOM NAME TAG APPLY TO THEENTIRE ROOMSALESASALESP32-A2TACTILE EXIT SIGNTACTILE SIGN REQUIREMENTS1. A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH ANSI A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. REF FLOOR PLANS FOR LOCATIONS.2. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "O" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "O" OF THE FONT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I" OF THE FONT. (ANSI A117.1-2009: 703.3.6) CHARACTER HEIGHT MEASURED FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" (16 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I".3. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 4. CHARACTERS SHALL CONFORM TO THE FOLLOWING:4.a.LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE.4.b.RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A MAXIMUM OF 2".5. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE 0.090" (2.3 MM) TO 0.100" (2.5 MM) ON CENTER IN EACH CELL WITH 0.241" (6.1 MM) TO 0.300" (7.6 MM) SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND.6. CHARACTERS SHALL BE 48" MINIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60" MAXIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER.7. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SIDE. AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THE RIGHT-HAND DOOR. TACTILE SIGNS ARE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. SEE ALTERNATE SOLUTIONS FOR OTHER SCENARIOS.SIGNS CONTAINING TACTILECHARACTERS SHALL BELOCATED SO THAT THERE ISAN 18"X18" CLEAR FLOORAREA CENTERED ON THETACTILE CHARACTERSPREFERRED SOLUTIONA. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE ON THE NEAREST ADJACENT WALL.C. WHEN SIGN IS REQUIRED ATA BANK OF DOORS, PLACE (1)SIGN BETWEEN JAMBS. IFJAMB IS NOT WIDE ENOUGH FORSIGNAGE, PLACE (1) SIGN ATRIGHT SIDE OF BANK OF DOORS.B. THE REQUIRED SIGNAGE MAYBE INSTALLED SO THAT THECLEAR FLOOR AREA IS BEYONDTHE ARC OF ANY DOOR SWINGBETWEEN THE CLOSED POSITIONAND 45 DEGREE OPEN POSITION.D. WHERE REFRIGERATED CASES OR FIXTURES IMPEDE THE REQUIRED CLEAN FLOOR AREA, MOUNT SIGNAGE TO THE END PANEL OF CASE OR OWNER PROVIDED END PANEL FOR HALF GONDOLAS AND WALL STANDARD FIXTURES.ALTERNATE SOLUTIONSE. WHERE WALL STANDARDSIMPEDE THE REQUIREDCLEAR FLOOR AREA, MOUNTSIGN DIRECTLY TO DOOR.ENSURE DOOR HASAUTOMATIC CLOSER ANDDOES NOT HAVE AHOLD-OPEN DEVICE.F. AT EGRESS DOORS IN THEGARDEN CENTER WHERE THEREIS NOT AMPLE WALL SPACE FORSIGNAGE, MOUNT SIGN DIRECTLYTO DOOR. ENSURE DOOR HASAUTOMATIC CLOSER AND DOESNOT HAVE A HOLD-OPEN DEVICE.MIN18"MIN18"9"REF NOTE 6G. AUTOMATIC SLIDING DOORLOCATIONSPREFERRED(RIGHT-HAND SIDE,ADJACENT TO DOOR)ALTERNATE LOCATION(NEAREST ADJACENTWALL, RIGHT-HAND SIDEOF OPENING PREFERRED)TACTILE SIGNAGE CANNOTBE LOCATED ON AUTOMATICSLIDING DOOR PANELS.12" MIN12" MINEXITELEVATIONELEVATIONPLANH. WHERE WAREHOUSE RACKS IMPEDE THE REQUIRED CLEAR FLOOR AREA ADJACENT TO THE DOOR, PROVIDE 3/8" A-B PLYWOOD PANEL WITH EASED EDGES AND ATTACH TO THE END OF THE WAREHOUSE RACK USING (4) GALVANIZED CARRIAGE BOLTS, WASHERS AND LOCKNUTS. CARRIAGE BOLTS ARE TO BE SIZED PROPERLY TO ENSURE THE BOLT END DOES NOT PROTRUDE BEYOND THE TOP OF LOCKNUT AND PANEL IS SECURE. IN GROCERY SERVICE AND PREPARATION AREAS, PAINT PLYWOOD P33 UNO.6"5'-6" AFF MINTO PLYWOODDEPTH OF WAREHOUSE RACKPANEL WIDTH TO MATCHALTERNATE LOCATION(NEAREST ADJACENTWALL, RIGHT HAND SIDE OF OPENING PREFERRED)DEFINITION LEGENDFINAL MERCHANDISE PLAN - FINALIZED MERCHANDISE PRINT FROM WM ALSO REFERRED TO AS THE DEAL BOX COPY345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).3/1/2019 2:33:54 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtN1GENERALINFORMATIONGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGM, JEHGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYISSUE BLOCK1 REV #1 03/01/191 ATM1BADFRONTDDDDDDCCCCCBBDDDDDDCCCCCBBDDDDDDDDDDD DD DDOODSSL SSL07/09/186'-0" 18/781/2 GONDOLASSLIPTONPURELEAF ECACCESSORY ENDACCESSORY ENDACCESSORY ENDACCESSORY ENDACCESSORY ENDACCESSORY ENDEF4878BEF4878B EF4878B EF4878BEF4878B1C23567891011013121415DEFGHJKB.54BA8.5SHEET NOTES1. MAINTAIN A MINIMUM OF 3'-0" AISLE WIDTH ON THE SALES FLOOR WHERE MERCHANDISE OR OTHER OBSTRUCTIONS ARE PLACED ON ONE SIDE OF THE AISLE, AND 3'-6" AISLE WIDTH WHEN SUCH OBSTRUCTIONS ARE PLACED ON BOTH SIDES OF THE AISLE. 2. PER SPECIFICATION SECTION 01500, THE GC SHALL OBTAIN APPROVAL FROM THE AHJ FOR MATERIALS/ CONSTRUCTION CONFIGURATION AND PHASING OF TEMPORARY ENCLOSURES. 3. PER IBC SECTION 3310.2 THE MEANS OF EGRESS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, DEMOLITION, REMODELING OR ALTERATIONS. 345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).3/18/2019 4:18:14 PMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtFX1FIXTUREPLANDGM18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYISSUE BLOCK1 ADD #1 03/18/19 1" = 20'-0"1FIXTURE PLAN1 REFER TO SPEC SECTION 01500 FOR DETAILS AND REQUIREMENTS FOR STORMWATER POLLUTION CONTROLS AND SITE STORAGE OF MATERIALS AND EQUIPMENT. DEVIATION(S) FROM DETAILS SHOWN MUST BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH SPEC SECTION 01330.ARCHITECTURAL FINISH FLOOR = 100.00'NOTE:FINISH FLOOR ELEVATION AT ALL EXTERIOR DOORS = 100.00' UNLESS NOTED OTHERWISEPATCH AND REPAIR CONCRETE, STAMPED CONCRETE, PATTERNED CONCRETE AND ASPHALTIC PAVING TO MATCH ADJACENT EXISTING MATERIALS WHERE NEW BOLLARDS ARE ADDED. MATCH EXISTING COLOR AND FINISHES. MATCH EXISTING SLOPES REF 3-SP2.1 FOR FLATWORK REPLACEMENT._______SP25_______SP21_______SP232.23_______SP27STRIPE NEW ASSOCIATE PATH AS SHOWN. REF DETAIL 9-SP2.1. PAINT 6" YELLOW STRIPE ON FACE AND TOP OF EXISTING CURBP5PAINT 6" YELLOW STRIPE ON FACE AND TOP OF EXISTING CURBP5REPAIR EXISTING DOWNSPOUT CONNECTION, WHERE LEAKING. DOWNSPOUT TO EXTEND THROUGH BOOT; NO ADHESIVE. COORDINATE WITH WMCM. 39'-2" ± (F.V.)51'-10" ± (F.V.)REPAIR EXISTING DOWNSPOUT CONNECTION, WHERE LEAKING. DOWNSPOUT TO EXTEND THROUGH BOOT; NO ADHESIVE. COORDINATE WITH WMCM. _______SP2.111EXISTING SIGN.REFERENCE SHEETNOTE #6.AT GARDEN CENTER, REMOVE EFFLORESCENCE FROM QUIK-BRIK AS REQUIRED. REF SPECS. X REMOVE EFFLORESCENCE FROM QUIK-BRIK AS REQUIRED. REF SPECS. X AT CANOPY, REMOVE STAINS FROM CMU AND CONCRETE CAPS AS REQUIRED. REF SPECS. XREMOVE STAINS FROM QUIK-BRIK AS REQUIRED. REF SPECS. XREMOVE EFFLORESCENCE FROM QUIK-BRIK AND CMU AS REQUIRED. REF SPECS. ON BOTH SIDES OF LOADING DOCK WALLS, REMOVE EFFLORESCENCE FROM QUIK-BRIK AND CMU AS REQUIRED. REF SPECS. ON BOTH SIDES OF SCREEN WALLS, REMOVE EFFLORESCENCE FROM QUIK-BRIK AND CMU AS REQUIRED. REF SPECS. ON BOTH SIDES OF SCREEN WALL, REMOVE EFFLORESCENCE FROM QUIK-BRIK AND CMU AS REQUIRED. REF SPECS. X REMOVE EFFLORESCENCE FROM QUIK-BRIK AS REQUIRED. REF SPECS. REPAIR CRACK IN QUIK-BRIK COLUMN USING A COLOR MATCH. REF SPECS. REPAIR CRACK IN CMU. REF SPECS. WHERE MISSING, INSTALL NEW CONCRETE CAP. REF SPECS. MORTAR NOTE:DEFECTIVE MORTAR JOINTS AT THE CONCRETE CAPS (AT THE SCREEN WALLS AND GARDEN CENTER) SHALL BE REPLACED. REF SPECS. REPAIR OR REPLACE ANY CRACKED CONCRETE CAPS AS REQUIRED TO ENSURE WATER-TIGHT, TYP. REF SPECS. COORDINATE WITH WMCM.5.525.521'-8"SITE SHEET NOTES1. POWER WASH SIDEWALK AROUND THE ENTIRE PERIMETER OF BUILDING.2. PROVIDE NEW SEALANT AT ALL JOINTS BETWEEN EXTERIOR BUILDING WALLS AND ADJACENT CONCRETE SIDEWALK/PAVING, REF SPEC 07900. IF PRESENT, REMOVE EXISTING SEALANT AND BACKER PRIOR TO RE-SEALING JOINTS3. REPAINT PERIMETER SIDEWALK AND FIRE LANE CURB.4. NOT USED.5. REPLACE ALL DAMAGED, MISSING, OR FADED SITE SIGNS WITHIN CLOSE PROXIMITY TO STRUCTURE.6. INSTALL ALL SITE SIGNS AT BUILDING SIDE OF DRIVE LANE IN BOLLARDS. REF 13-SP2.1345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).5/23/2019 1:46:17 PMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtSP1SITE PLANDGM18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYNORTH 1" = 20'-0"1SITE PLANKEYNOTES2.23INSTALL NEW GRAY PLASTIC SLATS5.5248" GALVANIZED STEEL BOLLARD. REF 10-A3ISSUE BLOCK1 REV #1 03/01/192 ADD #1 03/18/193 ADD #5 03/27/194 CCD #3 05/24/19111111111222233444 1SP2.1_______4'-4"5'-6"5'-6"5'-6"5'-6"4'-4"5'-0"5'-0"NEW BOLLARDS TYP OF 7EXISTING BOLLARDS TO REMAIN TYP OF 3NOTE: EXTENTS OF NEW PATTERNED CONCRETE TO ALIGN WITH EDGES OF NEW CROSSWALK STRIPING. COORDINATE WITH THE WMCM. NOTE: PROVIDE CONTRACTION JOINTS IN CONCRETE TO ALIGN WITH EXISTING CONCRETE JOINTS. REF 4-SP2.1. NEW CONCRETE AND PATTERNED CONCRETE TO MATCH ADJACENT FINISHES, COLORS AND TEXTURES. ALIGN PATTERNS IN NEW PATTERNED CONCRETE WITH EXISTING PATTERNS. PROVIDE BROOM FINISH ON NEW CONCRETE, TYP. 54" (F.V.)NOTE: BOLLARD SPACING TO BE A MAXIMUM OF 5'-6" O.C. AND NOT LESS THAN 4'-6" O.C. TYP5.01MIDDLE BOLLARD TO BE CENTERED ON ENTRY. NEW PATTERNED CONCRETE (AT CROSSWALK) TO MATCH EXISTING ADJACENT PATTERNED CONCRETE FINISHES, COLORS AND TEXTURES, TYP. 2SP2.1_______20'-0" (F.V.)20'-0" (F.V.)17'-7" (F.V.)2SP2.1_______WHERE APPLICABLE, GRIND EDGE OF EXISTING TO REMAIN CONCRETRE TO BE FLUSH WITH DETECTABLE WARNING AREA. REF DETAIL 6-SP2.142"EXISTING PROPANE TANKS TO REMAIN. NEW CONCRETE TO MATCH ADJACENT FINISHES, COLORS AND TEXTURES. PROVIDE BROOM FINISH ON NEW CONCRETE, TYP. 5.014'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"EQEQEXISTING PROPANE TANKS TO REMAIN. REMOVE CONCRETE AS REQUIRED FOR INSTALLATION OF NEW BOLLARDS. 2'-0"2'-0"REMOVE EXISTING CONCRETE BARRIER'S, TYP. OF (4). COORDINATE WITH WMCM. NEW BOLLARDS TYP OF 5EXISTING BOLLARDS TO REMAIN TYP OF 0NOTE: EXTENTS OF NEW PATTERNED CONCRETE TO ALIGN WITH EDGES OF NEW CROSSWALK STRIPING. COORDINATE WITH THE WMCM. NOTE: PROVIDE CONTRACTION JOINTS IN CONCRETE TO ALIGN WITH EXISTING CONCRETE JOINTS. REF 4-SP2.1. NEW CONCRETE AND PATTERNED CONCRETE TO MATCH ADJACENT FINISHES, COLORS AND TEXTURES. ALIGN PATTERNS IN NEW PATTERNED CONCRETE WITH EXISTING PATTERNS. PROVIDE BROOM FINISH ON NEW CONCRETE, TYP. NOTE: BOLLARD SPACING TO BE A MAXIMUM OF 5'-6" O.C. AND NOT LESS THAN 4'-6" O.C. 5'-0"5'-6"5'-6"5'-0"1SP2.1_______MIDDLE BOLLARD TO BE CENTERED ON ENTRY. 5'-6"5'-6"TYP5.0154" (F.V.) 2SP2.1_______(F.V.)2'-10"(F.V.)2'-10"NEW PATTERNED CONCRETE (AT CROSSWALK) TO MATCH EXISTING ADJACENT PATTERNED CONCRETE FINISHES, COLORS AND TEXTURES, TYP. 1SP2.1_______4'-4"5'-6"5'-6"5'-6"5'-6"4'-4"5'-0"5'-0"NEW BOLLARDS TYP OF 7EXISTING BOLLARDS TO REMAIN TYP OF 2NOTE: EXTENTS OF NEW PATTERNED CONCRETE TO ALIGN WITH EDGES OF NEW CROSSWALK STRIPING. COORDINATE WITH THE WMCM. NOTE: PROVIDE CONTRACTION JOINTS IN CONCRETE TO ALIGN WITH EXISTING CONCRETE JOINTS. REF 4-SP2.1. NOTE: BOLLARD SPACING TO BE A MAXIMUM OF 5'-6" O.C. AND NOT LESS THAN 4'-6" O.C. 2SP2.1_______(F.V.)3'-7"NEW CONCRETE AND PATTERNED CONCRETE TO MATCH ADJACENT FINISHES, COLORS AND TEXTURES. ALIGN PATTERNS IN NEW PATTERNED CONCRETE WITH EXISTING PATTERNS. PROVIDE BROOM FINISH ON NEW CONCRETE, TYP. MIDDLE BOLLARD TO BE CENTERED ON ENTRY. NEW PATTERNED CONCRETE (AT CROSSWALK) TO MATCH EXISTING ADJACENT PATTERNED CONCRETE FINISHES, COLORS AND TEXTURES. TYP5.0154" (F.V.)(1) REMOVABLE BOLLARD7SP2.1_______10SP2.1_______TYPEXISTING BOLLARDS TO REMAIN TYP OF 0DEMOLISH BOLLARDS SHOWN DASHED TYP OF 3REMOVE BOLLARDS TO A MINIMUM OF 8" BELOW FINISHED GRADE, TYP.IF EDGES OF PATTERNED CONCRETE AREA TO REMAIN ARE SPALLED AFTER REMOVAL OF CONCRETE, CUT BACK TO NEXT JOINT IN PATTERNED CONCRETE AREA IN ORDER TO PROVIDE A CLEAN FINISH, TYP.REMOVE CONCRETE AND PATTERNED CONCRETE AS REQUIRED FOR INSTALLATION OF NEW BOLLARDS.4'-6" ±4'-4" ±14'-4" ±4'-4" ±REMOVE CONCRETE (SHOWN DASHED), FOR INSTALLATION OF NEW PATTERNED CONCRETE, TYP. EXISTING BOLLARDS TO REMAIN TYP OF 3DEMOLISH BOLLARDS SHOWN DASHED TYP OF 6REMOVE BOLLARDS TO A MINIMUM OF 8" BELOW FINISHED GRADE, TYP OF (6).IF EDGES OF PATTERNED CONCRETE AREA TO REMAIN ARE SPALLED AFTER REMOVAL OF CONCRETE, CUT BACK TO NEXT JOINT IN PATTERNED CONCRETE AREA IN ORDER TO PROVIDE A CLEAN FINISH, TYP.REMOVE CONCRETE AND PATTERNED CONCRETE AS REQUIRED FOR INSTALLATION OF NEW BOLLARDS. EXISTING BOLLARD TO REMAIN. EXISTING BOLLARD TO REMAIN. REMOVE CONCRETE (SHOWN DASHED), FOR INSTALLATION OF NEW PATTERNED CONCRETE. 4'-0" ±3'-7" ±25'-5" ±17'-7" ±20'-0" ±EXISTING BOLLARDS TO REMAIN TYP OF 2DEMOLISH BOLLARDS SHOWN DASHED TYP OF 6REMOVE BOLLARDS TO A MINIMUM OF 8" BELOW FINISHED GRADE, TYP OF (6).IF EDGES OF PATTERNED CONCRETE AREA TO REMAIN ARE SPALLED AFTER REMOVAL OF CONCRETE, CUT BACK TO NEXT JOINT IN PATTERNED CONCRETE AREA IN ORDER TO PROVIDE A CLEAN FINISH, TYP.REMOVE CONCRETE AND PATTERNED CONCRETE AS REQUIRED FOR INSTALLATION OF NEW BOLLARDS. EXISTING BOLLARD TO REMAIN. REMOVE CONCRETE (SHOWN DASHED), FOR INSTALLATION OF NEW PATTERNED CONCRETE. 4'-0" ±7'-6 1/4" ±3'-7" ±25'-5" ±3'-7" ±REMOVE PITTED CONCRETE PANELS (SHOWN DASHED), FOR INSTALLATION OF NEW CONCRETE. AT AREAS ADJACENT TO CONCRETE PANEL REMOVAL, REMOVE EXISTING CURBS, TYP.DEMOLITION LEGENDEXISTING TO REMAINDEMOLISH/REMOVE/RELOCATEAREA TO BE DEMOLISHEDRELOCATE345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).5/23/2019 1:46:23 PMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtSP2SITE DETAILSDGM18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1/8" = 1'-0"1GR ENTRY PLANISSUE BLOCK1 ADD #1 03/18/192 ADD #5 03/27/193 CCD #3 05/24/19 1" = 10'-0"7BOLLARDS AT PROPANE STORAGE PLAN 1" = 10'-0"8BOLLARDS AT PROPANE STORAGE DEMO PLANKEYNOTES5.016" PIPE BOLLARD WITH GRAY PLASTIC SLEEVE(HEIGHT OF SLEEVE NOTED ADJACENT TOKEYNOTE) 1/8" = 1'-0"5GC ENTRY PLAN 1/8" = 1'-0"3GM ENTRY PLAN 1/8" = 1'-0"6GC ENTRY DEMO PLAN 1/8" = 1'-0"2GR ENTRY PLAN 1/8" = 1'-0"4GM ENTRY PLAN11222NOT USED933 SECTIONASECTIONBSLOPEEXISTING CONCRETESLABEXISTINGPAVINGPLAN VIEWPATTERNED CONCRETE AREAREF THE ENLARGED PLANS ON SP2 FOR LENGTH.EXISTING PAVING AND CONCRETESECTION AREF SECTION B FORREINFORCINGAGGREGATE BASE REF SPECSNEWPATTERNEDCONCRETE AREAINFILL CONCRETE TO MATCH ADJACENT PATTERNS, COLORS,FINISHES AND SLOPES.1/2" X 8" SMOOTH DOWEL SET 4"MIN INTO EXISTING CONCRETE.GREASE END OF DOWEL AT NEWCONCRETE. PLACE DOWELS 18" O.C.AROUND PERMITER OF NEWCONCRETE.PROVIDE CONTRACTION JOINTS IN NEW CONCRETE TO ALIGN WITH EXISTING CONCRETE JOINTS. REF EXTERIOR SIDEWALK/PAVING CONTRACTION JOINT DETAIL.(F.V.)1'-0"(F.V.)3'-0"(F.V.)1'-0"(F.V.)3'-0"FIELD VERIFY DIMENSION; MATCH EXISTING. NEW 4" THICK CONCRETEAND TURNDOWN(2) #4 CONT#4 AT 9" OC1/2" DIA X 0'-8" SMOOTHDOWEL AT 24" OC DRILLAND EMBED 4" WITHADHESIVE ANCHOR REFSPECS GREASE END IN NEWSLAB1/2" DIA X 0'-8" SMOOTH DOWEL AT 24" OC DRILL AND EMBED 4" WITH ADHESIVEANCHOR REF SPECSGREASE END IN NEW SLAB(OMIT AT PAVING IF EXISTING PAVING IS ASPHALT)SECTION B#4 AT 16" OCEXISTING CONCRETEREF SPECS FOR SUBGRADE AND COMPACTION REQUIREMENTS. SURFACE OR SUBGRADE AFTER COMPACTION SHALL BE SMOOTH FLAT DRY AND DENSE(F.V.)1'-0"3" CLR3" CLR2" CLRCLR3"(F.V.)1'-4"FIELD VERIFY DIMENSIONS; MATCH EXISTING. SECTIONASECTIONBSLOPENEW 6" DIAMETER STEEL PIPEBOLLARD FILL WITH CONCRETEPLACE FINISHED SURFACETIGHT TO BOLLARDPATTERNED CONCRETE AREAREF THE ENLARGED PLANS ON SP2 FOR LENGTH. NEWPATTERNED CONCRETE TOMATCH EXISTING.PLASTIC BOLLARDSLEEVE. REF SPECS.HOLD TOP OFFOOTING DOWN16" FROMFINISHEDSURFACEELEVATIONNEW 18" DIAMETERFOOTINGAGGREGATE BASEREF SPECEXISTINGPAVINGEXISTING CONCRETESLABPLAN VIEWEXISTINGPAVINGPATTERNED CONCRETE AREAREF THE ENLARGED PLANS ON SP2 FOR LENGTH.NEW 6" DIAMETER STEEL PIPEBOLLARD FILL WITH CONCRETEREF PLAN FOR LOCATIONNEW 4" THICK CONCRETEAND TURNDOWN(2) #4 CONT#4 AT 9" OC1/2" DIA X 0'-8" SMOOTHDOWEL AT 24" OC DRILLAND EMBED 4" WITHADHESIVE ANCHOR REFSPECS GREASE END IN NEWSLAB1/2" DIA X 0'-8" SMOOTH DOWEL AT 24" OC DRILL AND EMBED 4" WITH ADHESIVEANCHOR REF SPECSGREASE END IN NEW SLAB(OMIT AT PAVING IF EXISTING PAVING IS ASPHALT)NEW CONCRETETURNDOWNMATCH EXISTINGADJACENTSECTION ASECTION B#4 AT 16" OCEXISTING CONCRETEREFSECTION B FORREINFORCINGREMOVE CONCRETE ANDPATTERNED CONCRETE ASREQUIRED FORINSTALLATION OF BOLLARD.INFILL CONCRETE ANDPATTERNED CONCRETE TOMATCH ADJACENTPATTERNS, COLORS,FINISHES AND SLOPES.REF PLAN FOR EXTENTSOF REMOVED AND NEWCONCRETE.1/2" X 8" SMOOTH DOWEL 8" MIN INTO EXISTINGCONCRETE 24" OC ATPERIMETER OF NEWCONCRETE. GREASE ENDOF DOWEL AT NEWCONCRETE.REF SPECS FOR SUBGRADE AND COMPACTION REQUIREMENTS. SURFACE OR SUBGRADE AFTER COMPACTION SHALL BE SMOOTH FLAT DRY AND DENSE6"(F.V.)4'-0"4'-0"3"MATCH EXISTING(F.V.)1'-0"3" CLR3" CLR2" CLRCLR3"(F.V.)1'-4"EXISTINGMATCHEXISTINGMATCHNEW PAVING AS REQUIRED. MATCH EXISTING ADJACENT FIELD VERIFY DIMENSIONS; MATCH EXISTING. PROVIDE CONTRACTION JOINTS IN NEW CONCRETE TO ALIGN WITH EXISTING CONCRETE JOINTS. REF EXTERIOR SIDEWALK/PAVING CONTRACTION JOINT DETAIL.PAVING OR CONCRETE SLAB6" DIAMETER STEEL PIPE BOLLARD FILL WITH CONCRETE.18" DIAMETER CONCRETE FOOTINGREF PLAN4'-0"3"PLASTIC BOLLARDSLEEVE. REF SPECS.6"EXISTING CONCRETECURB6 1/2" x 1/2" BASE WALMARTFURNISHED GC INSTALLEDFACEOF WALLCONCRETE ANCHORS EVERY2'-0" OC AT PREDRILLEDCOUNTERSUNK HOLESIN REVEALTHREE BEADS OFADHESIVE,WALMART FURNISHEDGC INSTALLEDCUT BASE AS REQUIREDTO BE FLUSH WITH TOPEDGE OF CURB#4x18" SMOOTH DOWEL AT 18" OC EPOXY SET 8" MIN INTO EXISTING CONCRETE EXPANSION CAP OR GREASE END OF DOWEL AT NEW CONCRETE4" CONCRETE SLABEXISTING FLATWORKSAWCUT AND REMOVE EXISTING CONCRETE SLAB TO PROVIDE CLEAN EDGEAGGREGATE BASEREF SPEC2'-0"4"8"CONCRETE SLABDOWEL6"6"PLAN VIEWAGGREGATE BASE, REF SPECCONTROL JOINTFOR METHODREF SPECS1/4" DEEP SEALANT AND BACKER ROD OR DEPTH AS RECOMMENDED BY MANUFACTURERFILL ALL EXTERIOR CONTROLJOINTS. REF SPECIFICATIONS1/4"1/4"1/4 SLAB THICKNESSSECTIONSLOPE6" DIAMETER STEEL PIPEBOLLARD INSERTED INTO 8"DIAMETER PIPE SLEEVEPLACE FINISHED SURFACETIGHT TO SLEEVEREF THE ENLARGED PLAN FOR SIDEWALK CONDITIONS SURROUNDING THE BOLLARD. PLASTIC BOLLARDSLEEVE. REF SPECS18" DIAMETER FOOTINGBOLLARD MUST BE SET PRIOR TO PLACING OF PAVING OR SIDEWALKPAVINGOMIT CONCRETE FILL8" SLEEVEFLUSH WITH TOPOF SIDEWALK6" DIAMETER STEEL PIPE BOLLARD INSERTED INTO 8" DIAMETER PIPE SLEEVEADD BUTYL TAPE TO BOTTOM 4" OF PLASTIC SLEEVE AND INSERT PLASTIC BOLLARD SLEEVE 4" INTO 8" STEEL PIPE SLEEVESECTIONNTSPLACE FINISHED SURFACE TIGHT TO SLEEVE8" DIAMETER SCHEDULE 80STEEL PIPE SLEEVE FLUSHWITH TOP OF FINISHEDSIDEWALK8" DIAMETER SCHEDULE 80 STEEL PIPE SLEEVE FLUSH WITH TOP OF FINISHED SIDEWALKCAP OR PLUG ENDS OF 6" BOLLARD AND ONE END OFTHE 8" STEEL BOLLARD SLEEVE TO PREVENT WATERFROM COLLECTING AND CONCRETE FROM ENTERINGDURING PLACEMENT.6"4'-0"4'-0"3"EXISTINGMATCH6" STEEL BOLLARDPAVING OR CONCRETE SLAB6" DIAMETER STEEL PIPE BOLLARD FILL WITH CONCRETE WITH ROUNDED TOP. PAINT P5.18" DIAMETER CONCRETE FOOTING4'-0"REF PLAN3"PAINTEDP56" TYP6" TYP10' - 0"TYP2' - 0"NOTE: SEAL COAT STRIPING PER SPEC SECTION 02787. 6"6"4"2"4" 4"SECTIONPLANWALL LINECONCRETE CURB WHERE SHOWN ON PLANMATCH EXPANSION AND CONTROL JOINT LOCATIONS IN SIDEWALKOUTSIDE CORNER OR EDGE OF DOOR OPENING#4x6" DOWELS EMBED IN EPOXY ADHESIVE WITH 2" EMBEDMENT AT 24" OC6"x8" CONCRETE CURB WHERE SHOWN ON PLANEXTERIOR FACE OF WALLPLAN AT OUTSIDE CORNERPLAN AT INSIDE CORNERCMU WALL LINECONCRETE CURB WHERE SHOWN ON PLANCMU WALL LINECONCRETE CURB WHERE SHOWN ON PLANVERIFY LENGTH OF NEW SLOPED ASPHALT PAVING WITH FINAL GRADEEXISTING CONCRETE STOOP TO REMAIN. EXISTING ASPHALTPAVINGMAX SLOPE1:20 (5%)MAX SLOPE1:20 (5%)12-SP2MAX SLOPE1:20 (5%)MAX SLOPE 5%NEW ASPHALT PAVING TO MATCH EXISTINGEXISTING CONCRETE STOOP TO REMAIN. NEW ASPHALT PAVING TO BE FLUSH WITH TOP OF CONCRETE STOOP.SLOPE TOP OF CONCRETEGROUND/PAVING SURFACE"U"-CHANNELPOST (2 LBS/FT)SIGNAGEUSE 6" PIPE BOLLARD FILLED W/CONCRETE AND PAINTED TRAFFIC YELLOW ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK3500 PSI PCCONCRETE1'-6"3"3'-0"2'-0 1/8"7'-0" (MIN)ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.RELOCATE EXISTING SIGNS WHERE POSSIBLE. FOR NEW PEDESTRIAN CROSSING SIGN USE MUTCO WARNING SIGNS W11-2 (TOP) AND W16-7P (BOTTOM) WITH A BLACK LEGEND ON A FLUORESCENT YELLOW-GREEN BACKGROUND.4" CONCRETE SLABAGGREGATE BASEREF SPEC8"2'-0"4"#4x18" SMOOTH DOWEL AT 18" OC EPOXY SET 8" MIN INTO EXISTING CONCRETE EXPANSION CAP OR GREASE END OF DOWEL AT NEW CONCRETE345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).3/18/2019 4:18:48 PMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtSP2.1SITE DETAILSDGM18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1/2" = 1'-0"2SIDEWALK SECTION 1/2" = 1'-0"1BOLLARD DETAIL 1/2" = 1'-0"6BOLLARD DETAILISSUE BLOCK1 ADD #1 03/18/19 3/4" = 1'-0"5CART CURB 3/4" = 1'-0"3FLATWORK JOINT 1/2" = 1'-0"4EXTERIOR SIDEWALK/PAVINGCONTRACTION JOINT 1/2" = 1'-0"7REMOVABLE BOLLARD 1/2" = 1'-0"8BOLLARD DETAIL 3/8" = 1'-0"9ASSOCIATE PATH 3/4" = 1'-0"10CART CURB 1/4" = 1'-0"11ASPHALT APRON 1/2" = 1'-0"12CONCRETE STOOP 1/2" = 1'-0"13SITE SIGN BASE 3/4" = 1'-0"14EXPANSION JOINT1 ATM107/09/181C2356789101113_______D14REMOVE DEPARTMENT SIGNAGE ATTACHED TO GROCERY BULKHEAD. PATCH AND REPAIR BULKHEAD TO MATCH ADJACENT121415DEFGHJKB.5_______A5.21_______A5.2241ARXPFCBA_______REC11A_______BR12REMOVE EXISTING BEIGE PLASTIC SLATS._______SP28_______SP26_______SP22REMOVE EXISTINGMOP SINK, REF MEP._______SP24RELOCATE EXISTING USEDOIL FILTER CONTAINER,REF 1-AC1 FOR NEW LOCATIONREMOVE EXISTING SHELF,COORDINATE WITH WMCM.REMOVE EXISTINGMOP SINK, REF MEP.REMOVE EXISTINGMOP SINK, REF MEP.REMOVE EXISTING ICE CREAM CASE AND CORNER PROTECTION. PATCH AND REPAIR FLOOR AS REQUIRED. REF MEP. REMOVE EXISTING WEDGE. REMOVE EXISTING PARTIAL HEIGHT WALL, SHOWN DASHED. PATCH & REPAIR FLOORING AS REQUIRED TO MATCH ADJACENT.RELOCATE EXISTING RACK. PATCH AND REPAIR FLOOR AS REQUIRED TO MATCH ADJACENT. REF 1-A6 FOR NEW LOCATION.RELOCATE EXISTING RACK. PATCH AND REPAIR FLOOR AS REQUIRED TO MATCH ADJACENT. REF 1-A6 FOR NEW LOCATION.RELOCATE EXISTING RACK. PATCH AND REPAIR FLOOR AS REQUIRED TO MATCH ADJACENT. REF 1-GA2 FOR NEW LOCATION.REMOVE EXISTING RACKS, SHOWN DASHED. PATCH AND REPAIR FLOOR AS REQUIRED TO MATCH ADJACENT.REMOVE EXISTING RACKS, SHOWN DASHED. PATCH AND REPAIR FLOOR AS REQUIRED TO MATCH ADJACENT.REMOVE EXISTING RACKS, SHOWN DASHED. PATCH AND REPAIR FLOOR AS REQUIRED TO MATCH ADJACENT.REMOVE EXISTING BULKHEAD. PATCH AND REPAIR EXISTING TO REMAIN WALLS AND CEILING AS REQUIRED TO MATCH ADJACENT.REMOVE EXISTINGMOP SINK, REF MEP.RELOCATE EXISTING RACKS. PATCH AND REPAIR FLOOR AS REQUIRED TO MATCH ADJACENT. REF 1-GA2 FOR NEW LOCATION.REMOVE EXISTING RACKS, SHOWN DASHED. PATCH AND REPAIR FLOOR AS REQUIRED TO MATCH ADJACENT.REF 2-D1 FOR TEMPORARY DUST WALL DETAIL AND 3-D1 FOR SECURITY ENCLOSURE. REF 5 & 6-D1 FOR TEMPORARY GROCERY DUST WALL DETAILS AS REQUIRED. COORDINATE WITH WMCM. RELOCATION, REMOVAL AND/OR SET UP OF NEW RACKING SYSTEM SHALL BE BY OWNER. GC SHALL BE RESPONSIBLE FOR ANCHORING OF ALL RACKS ONCE THEY HAVE BEEN PLACED INTO POSITION BY THE OWNER (REFERENCE RACKING STRUCTURAL DOCUMENTS). GC SHALL ALSO BE RESPONSIBLE FOR ALL MECHANICAL, ELECTRICAL, PLUMBING AND/OR FIRE PROTECTION WORK, ALL PATCHING AND REPAIRING OF CONCRETE SLAB (INCLUDING, BUT NOT LIMITED TO, MAKING ABANDONED ANCHOR BOLTS FLUSH WITH THE ADJACENT CONCRETE FLOOR), AND ANY OTHER BUILDING MODIFICATIONS REQUIRED TO COMPLETE THE RELOCATION, REMOVAL AND INSTALLATION OF NEW UPRIGHTS. COORDINATE WITH WMCM AND STORE PLANNING. REMOVE EXISTING TOILET PARTITIONAND MIRROR.RELOCATE EXISTING EAS PEDESTAL. REF 1-AC1 FOR NEW LOCATION. PATCH AND REPAIR FLOOR AS REQUIRED TO MATCH ADJACENT.REMOVE EXISTING UTILITY SINK AND PAPER TOWEL DISPENSER. REF MEP. REMOVE CAP FROM EXISTING PARTIAL HEIGHT WALL AND SAVE FOR RE-USE. REF 2-A5 FOR ADDITIONAL INFORMATION. RELOCATE (2) EXISTING BULK OIL STORAGE TANKS. REF 1-AC1 FOR NEW LOCATIONS. COORDINATE WITH WMCM. REF MEP. REMOVE (2) EXISTING PALLETS, AS SHOWN. REMOVE EXISTING CHECK-IN KIOSK AND ORB. PATCH AND REPAIR WALL AS REQUIRED TO MATCH EXISTING ADJACENT FINSIHES. COORDINATE WITH WMCM. REF ELEC. RELOCATE (1) EXISTING WASTE WATER TANK. REF 1-AC1 FOR NEW LOCATION. COORDINATE WITH WMCM. REF MEP. PORTION OF EXISTING WALL TO BE REMOVED AS REQUIRED FOR INSTALLATION OF NEW DOOR. REMOVE EXISTING TEXTURED TILE,SHOWN DASHED. REF 1-A1.1 FORADDITIONAL SCOPE OF WORK._______A5.23_______D18REMOVE EXISTING CUSTOMER SERVICE MILLWORK, TYP. OF (3). COORDINATE WITH WMCM. PATCH AND REPAIR FLOORING AS REQUIRED TO MATCH ADJACENT. REMOVE EXISTING PVC TO EXTENTS SHOWN. REF 1-A1.1 FOR ADDITIONAL SCOPE OF WORK.6'-0"6'-0"2'-8"18.5REMOVE EXISTING RACK, SHOWN DASHED. PATCH AND REPAIR FLOOR AS REQUIRED TO MATCH ADJACENT.DE-ACTIVATE AND REMOVE EXISTING FIRE SHUTTER. PATCH AND REPAIR WALL AND OPENING AS NECESSARY TO MATCH ADJACENT. REF ELEC. REMOVE EXISTING BIKE BUILDER'S DESK. RELOCATE EXISTING BENCH. REF 1-A5 FOR NEW LOCATION. REMOVE EXISTING CASES,SHOWN DASHED. COORDINATEWITH WMCM. REF MEP.REMOVE EXISTING CASE, SHOWN DASHED. COORDINATE WITH WMCM. REF MEP.RELOCATE EXISTINGSCALES, TYP. OF (3). REF 1-GA1 FOR NEW LOCATION.RELOCATE EXISTINGSTAINLESS STEEL TABLE,REF 1-GA1 FOR NEW LOCATION.RELOCATE EXISTING SLICERS, TYP. OF (3).REF 1-GA1 FOR NEW LOCATION.REMOVE EXISTING WEDGE, SHOWN DASHED. RELOCATE EXISTINGSTAINLESS STEEL TABLES AND CART. REF 1-GA1 FOR NEW LOCATION.REMOVE EXISTING REFRIGERATED CASE EDGE PROTECTION, TYP.RELOCATE EXISTING 48" DELI PASS THRU. REF 1-GA1 FOR NEW LOCATION. COORDINATE WITH WMCM.REMOVE EXISTING CASE,SHOWN DASHED. COORDINATEWITH WMCM. REF MEP.REMOVE EXISTING WEDGE, SHOWN DASHED. REMOVE EXISTING HOOD. PATCH AND REPAIR CEILING AS REQUIRED TO MATCH ADJACENT. REF MEP. CONTINUOUS SEALANTBETWEEN BOTTOM EDGE OFFRP AND FINISH FLOORFRP ON 1/2" C/D PLYWOODOVER 6 MIL. POLY CLEARSHEETING FROM FLOOR TO8'-0" AFF. INSTALL FULLSHEETS, LONG DIMENSIONHORIZONTALEXISTING ROOF DECKSTUD TRACK. ANCHORAT 48" O.C.DEMO AREA3-5/8" x 22GA METAL STUD BRACE @ 96" O.C. CONTRACTOR'S OPTION FOR ATTACHMENTALL PLYWOOD ON SALESFLOOR SIDE OF PARTITION TO BE PAINTED2 ROWS OF 2X BLOCKINGBETWEEN STUDS. LAP 6 MIL.POLY CLEAR SHEETINGBETWEEN ROWS AND ATTACH@ 24" O.C.STUD TRACKATTACHED TO BOTTOMOF DECK AT 48" O.C.CONTINUOUS SEALANT AGAINST TRACKFINISH FLOORNOTE: TYPICAL WHERE UTILITY TRENCHES ARE CUT IN FLOORS OF FOOD AREASWITHOUT CEILINGS / NOT ON AN EXTERIOR WALLMETAL STUDS @ 24" O.C.:WALLS UP TO 14':3-5/8" x 22GAWALLS HIGHER THAN 14':6" x 18GA2x BLOCKING BETWEENSTUDS, PROVIDE 2XBLOCKING BEHIND EACHHORIZONTAL JOINT IN THEPLYWOOD WALL COVERINGAND ATTACH PLYWOOD TOSTUDS AND BLOCKING AT12"OC MAX, TYPP131108'-0" AFFTOP OF PLYWOODINSTALL CONTINUOUS LAYER 6 MIL POLY CLEAR SHEETING FROM FLOOR TO ROOF DECK, OVERLAPPED AT JOINTS A MINIMUM OF 2'-0" AND CONTINUOUSLY TAPED AT ALL JOINTS. SEAL VOIDS AT DECKCONTINUOUS SEALANTBETWEEN BOTTOM EDGE OFFRP AND FINISH FLOORFRP ON 1/2" C/D PLYWOODOVER 6 MIL. POLY CLEARSHEETING FROM FLOOR TOBOTTOM OF FINISH CEILING.INSTALL FULL SHEETS, LONGDIMENSION HORIZONTALEXISTING ROOF DECKWALL TO BE REMOVEDSTUD TRACK. ANCHORAT 48" O.C.EXISTING FINISH CEILINGREMOVE CEILING PANELSAND LIGHTS AT WALLLOCATION. GRID TO REMAIN.SEAL CLEAR SHEETINGAROUND GRIDALL PLYWOOD ON SALESFLOOR SIDE OF PARTITION TO BE PAINTED2 ROWS OF 2X BLOCKINGBETWEEN STUDS. LAP 6 MIL.POLY CLEAR SHEETINGBETWEEN ROWS AND ATTACH@ 24" O.C.METAL STUDS @ 24" O.C.:WALLS UP TO 14':3-5/8" X 22GAWALLS HIGHER THAN 14':6" X 18GADEMO AREA3-5/8" x 22GAMETAL STUDBRACE @ 96"O.C.CONTRACTOR'SOPTION FORATTACHMENTSTUD TRACKATTACHED TO BOTTOMOF DECK AT 48" O.C.CONTINUOUS SEALANT AGAINST TRACKFINISH FLOORNOTE: TYPICAL AT FOOD AREAS WITH CEILINGS / NOT ON AN EXTERIOR WALL2x BLOCKING BETWEENSTUDS, PROVIDE 2XBLOCKING BEHIND EACHHORIZONTAL JOINT IN THEPLYWOOD WALL COVERINGAND ATTACH PLYWOOD TOSTUDS AND BLOCKING AT12"OC MAX, TYPP1314'-0" ALL OTHER LOCATIONS6'-0" @ LOAD BEARINGINSTALL CONTINUOUS LAYER 6 MIL POLY CLEAR SHEETING FROM FLOOR TO ROOF DECK, OVERLAPPED AT JOINTS A MINIMUM OF 2'-0" AND CONTINUOUSLY TAPED AT ALL JOINTS. SEAL VOIDS AT DECKSHEET NOTES1. SALES FLOOR TO BE ACCESSIBLE TO CUSTOMERS DURING NON-CONSTRUCTION HOURS. PROVIDE TEMPORARY COVERS CAPABLE OF WITHSTANDING SHOPPING CART TRAFFIC AND OCCUPANTS FOR PITS AND TUNNELS, REMOVE CONSTRUCTION FENCING AND DUST WALLS INTERFERING WITH CUSTOMER CIRCULATION OR ACCESS.2. REMOVE WALL STANDARDS ABOVE 96" AFF.3. DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS SHOWN DASHED. REF DEMOLITION REQUIREMENT NOTE ON N1 SHEET.4. REMOVE ALL DOORS SHOWN DASHED. REFER TO ENLARGED PLANS AND DOOR SCHEDULE FOR DOOR AND FRAME REPLACEMENT.5. REMOVE CARPET AND GLUE FROM COLUMNS. PATCH AND REPAIR COLUMNS TO SMOOTH SURFACE PRIOR TO PAINTING6. COORDINATE REMOVAL AND DISPOSAL OF EXISTING REFRIGERATED CASES AND FIXTURES WITH MECHANICAL SERVICES CONSTRUCTION MANAGERDEMOLITION LEGENDEXISTING TO REMAINDEMOLISH/REMOVE/RELOCATEAREA TO BE DEMOLISHEDRELOCATESALESCONTINUOUS SEALANTAGAINST PLATEDEMO AREAROOF DECKCOORDINATE W/SPECIFICATION SECTION 01500.ANCHOR AT 24" OC2x4 AT 24" OCWALL TOBE REMOVEDINSTALL CONTINUOUS LAYER 6 MIL POLY SHEETS TAPE ALL JOINTSSEALANT UNDERBOTTOM PLATE1/2" CD PLYWOOD 4'-0"X8'-0" HORIZONTAL PROVIDE 2x4 NAILER AT ALL JOINTSCONTINUE PLYWOODTO DECKDO NOT USE DUST WALL TO SHORE ROOF JOISTS6'-0" LOAD BEARING4'-0" ELSEWHERENOTES:1. INSTALL TEMPORARY WALL IN SECTIONS APPROX 40'-0" PER DAY (COORDINATE WITH STORE MANAGER AND WALMART CONSTRUCTION MANAGER)2. LOCATE VERTICAL 2x4'S AS NOT TO INTERFERE WITH CEILING GRID OR LIGHT FIXTURES3. LOCATE HORIZONTAL 2x4 AT 2" ABOVE CEILING EXCEPT LIGHT FIXTURE LOCATIONS4. SCREW PLYWOOD (MAX SPACING 12" OC)PAINT DUST WALLS TO MATCH ADJACENT IF DUST WALLS TO BE IN PLACE MORE THAN TWO WEEKS. COORDINATE WITH WALMART CONSTRUCTION MANAGERDEMO AREASALES2x4 TREATED WOODSILL PLATECONTINUOUS SEALANT BOTH SIDES OF SILL PLATE2x4 STUDS @ 24"OC (TYPICAL)EXISTING WALL TOREMAIN1/2" C/D EXT. PLYWOOD SCREWED TO STUDS OVER 6 MIL CLEAR POLY SHEETS2x WOOD PLATECONTINUOUS SEALANTNOTE:THE GENERAL CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED FLOOR TILE DUE TO INSTALLATION OR REMOVAL OF TEMPORARY SECURITY ENCLOSURE.MAX2'-0"EXISTING OPENING3'-0"MINPAINT DUST WALLS TO MATCH ADJACENT IF DUST WALLS TO BE IN PLACE MORE THAN TWO WEEKS. COORDINATE WITH WALMART CONSTRUCTION MANAGEREXISTING ROOF DECKMETAL STUDS AT 24" O.C.:WALLS UP TO 14'-0":3 5/8" x 22 GAWALLS HIGHER THAN 14'-0":6" x 18 GACONTINUOUS SEALANT AGAINST TRACKINSTALL CONTINUOUS LAYER 6 MIL. POLY CLEAR SHEETING FROM FLOOR TO ROOF DECK, OVERLAPPED AT JOINTS A MINIMUM OF 2'-0" AND CONTINUOUSLY TAPED AT ALL JOINTS. SEAL VOIDS AT DECK2x BLOCKING BETWEEN STUDS, PROVIDE 2x BLOCKING BEHIND EACH HORIZONTAL JOINT IN THE PLYWOOD WALL COVERING AND ATTACH PLYWOOD TO STUDS AND BLOCKING AT 12" O.C. MAX, TYP108'-0" AFFTOP OF PLYWOOD1/2" C/D PLYWOOD OVER 6 MIL. POLY CLEAR SHEETING FROM FLOOR TO 8'-0" AFF. INSTALL FULL SHEETS, LONG DIMENSION HORIZONTALGC TO DESIGN ALL ANCHORING AND LATERAL SUPPORTFINISH FLOORALL PLYWOOD ON SALES FLOOR SIDE OF PARTITION TO BE PAINTEDP163P131DEMO AREABUILD TEMPORARY WALLS PER THIS DETAIL OR PROVIDE EQUIVALENT PRE-MANUFACTURED MOVEABLE DUST WALLSROLL UP POLY BY SECURING TO CEILING JOISTS DURING PHARMACY BUSINESS HOURSPROVIDE A MINIMUM 4'-0" WIDE 6'-8" HIGH DOOR IN DUST WALL PANELS FOR CONSTRUCTION ACCESS. REMOVE AND RELOCATE EXISTING PHOTO LAB EQUIPMENT. CAP ANY EXISTING ELECTRICAL/PLUMBING AS REQUIRED. COORDINATE WITH WMCM. REF MEP. REMOVE EXISTING PHOTO LAB MILLWORK AND COUNTERTOPS, TYP. REMOVE EXISTING PARTITION, AS SHOWN.345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).7/30/2019 1:26:24 PMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtD1DEMOLITIONPLANDGM,GNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1" = 30'-0"1DEMOLITION PLAN 1/8" = 1'-0"4ENLARGED DEMOLITION PLAN 3/4" = 1'-0"5TEMPORARY FRP CLADTRENCH BARRIER/DUSTDRAPE 3/4" = 1'-0"6TEMPORARY FRP CLADBARRIER/DUST DRAPEISSUE BLOCK1 REV #1 03/01/192 ADD #1 03/18/193 CCD #1 04/15/194 CCD #3 05/24/195 CCD #5 07/30/19 3/4" = 1'-0"2DUST WALL SECTION 3/4" = 1'-0"3SECURITY ENCLOSURE 3/4" = 1'-0"7TEMPORARY BARRIER /DUST DRAPE 1/8" = 1'-0"8ENLARGED DEMOLITION PLAN111122222345 ATM1BADFRONTDDDDDDCCCCCBBDDDDDDCCCCCBBDDDDDDDDDDD DD DDOODSSL SSL07/09/181C235678910110131-A2PAINT VERTICALLY MOUNTED HVAC GRILLS TO MATCH ADJACENT WALL3-A212-A2_______AC11PAINT SECURITY FENCE OR SECURITY MESH P81 AT GLAZED CANOPY AND GARDEN CENTERPAINT ORNAMENTAL FENCING P81 AT ALL LOCATIONS_______A51_______GA11_______GA21_______A618-A22-A2NOTE: WALMART TO PROVIDE SHELVES FOR GC TO FIELD MODIFY TO FIT AROUND COLUMNS. GENERAL CONTRACTOR TO VERIFY SPECIFIC QUANTITIES AND LOCATIONS WITH THE WALMART FIELD PROJECT MANAGER. STORE PLANNING WILL INSTALL AND PAINT THE SHELVES AFTER MODIFICATION BY THE GC. BID ALLOWANCE 32 SHELVES.4-A21214151RXPFCGLAZED CANOPY500GARDEN CENTER501SEASONAL SHOP126SALES100STOCKROOM-GM179RECEIVING-GM178RECEIVING-GR920DEFGHJKB.5413-A29-A210-A2127ARISER CLOSETBAALCOVE12910.4410.4410.44MOUNT TO POST10.44MOUNT TO POST10.44MOUNT TO POST10.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.4410.44PAINT STRUCTURALCOMPONENTS ADJACENTTO WALL. REF 2-A3, TYP.5-A29.90118A104A129APHARMACY NOTE: VENDOR TO REMOVE AND REINSTALL DRIVE-THRU EQUIPMENT AS REQUIRED. GC TO PROVIDE STORAGE OF EXISTING DRIVE-THRU SYSTEM COMPONENTS AS DETERMINED BY VENDOR. REF SPECIFICATION 14580 FOR ADDITIONAL INFORMATION. 6.436.433"3"(2) NEW PLASTICS RECYCLING RACKS. COORDINATE WITH WMCM.NEW BAD RACK.COORDINATE WITH WMCM.NEW RACKS AS SHOWN.COORDINATE WITH WMCM.9.90CLAIMS3"3"6-A27-A210.44_______A533'-6 1/4"12'-6 1/4"_______A649.90_______A5.42_______A5.418.5SHEET NOTES1. ENSURE ALL EXISTING WALL STANDARDS AND HALF GONDOLAS TO REMAIN ARE SECURE TO WALL.2. REF 10-A3 FOR INTERIOR BOLLARD PLACEMENT WHEN NEW BOLLARDS ARE SHOWN.3. REFER TO RACK ANCHORAGE PLAN FOR STEEL RACK AND/OR GONDOLA SHELVING FIXTURE ANCHORING REQUIREMENTS.4. REPLACE ALL EXISTING ADJUSTABLE TUBE COUNTER SUPPORTS THROUGHOUT THE STORE. REF 1-A9 FOR NEW SUPPORTS AND SPACING.5. REMOVE EXISTING CAULK AT MOP SINKS AND RE-CAULK PER MANUFACTURER'S RECOMMENDATION.6. REMOVE, RELOCATE AND/OR INSTALL PREFABRICATED CASH WRAP(S) FOR CHECKOUTS PER STORE PLANNING FIELD PROJECT MANAGER. CAULK BASE TO FLOOR WHEN LOCATION IS FINALIZED.7. REF TO SPEC SECTION 01500 FOR DETAILS AND REQUIREMENTS FOR STORMWATER POLLUTION CONTROLS AND SITE STORAGE OF MATERIALS AND EQUIPMENT. DEVIATION(S) FROM DETAILS SHOWN MUST BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH SPEC SECTION 01330.8. REMOVE EXISTING FITTING ROOMS AND INSTALL NEW FITTING ROOMS. CAULK MIRRORS AND SEATS. ANCHOR UNIT TO FLOOR. REF. 3-A1 FOR CLEARANCES.9. RELOCATION AND SETUP OF GONDOLAS AND/OR RACKING AS INDICATED ON FXS SHEETS WILL BE PERFORMED BY OTHERS. ANCHORING OF UPRIGHTS TO BE PERFORMED BY GENERAL CONTRACTOR.10. PAINT ALL UNSLEEVED STEEL BOLLARDS THROUGHOUT THE STORE P511. INSTALL ALUMINUM CORNER GUARDS AT ALL OUTSIDE CORNERS WITH PLASTIC LAMINATE WAINSCOT. LOCATIONS SHOWN IN PLAN AND ELEVATION ARE NOT INDICATIVE OF ALL LOCATIONS WHERE CORNER GUARDS ARE TO BE INSTALLEDP162EPOXY PAINTP131LATEXNON PERIMETERSALES FLOOR COLUMNSANY SALES FLOORCOLUMN WHICH FALLSWITHIN 2'-0" OF APERIMETER WALL7'-0" TO DECK / CEILINGMATCH WALL COLORTO DECK / CEILING178 RECEIVING-GM, 179 STOCKROOM-GM, 920 RECEIVING-GRWALLS• REPAIR ALL DAMAGED GYPSUM BOARD THAT IS VISIBLE.CEILING• OPEN TO STRUCTURE: CLEAN JOISTS, JOIST GIRDERS, DECKING, CONDUIT, SPRINKLER PIPES, AIR GRILLES/DIFFUSERS, AND SECURITY GLOBES.129 ALCOVEWALLS• PAINT WALLS P131 FULL HEIGHT WHERE OPEN TO STRUCTURE. PAINT PLYWOOD AND WOOD BASE P164 WHERE EXISTING.FLOOR• EXPOSED CONCRETE: EXISTING TO REMAIN.CEILING• OPEN TO STRUCTURE: CLEAN AND PAINT EXPOSED HVAC DUCT WORK AND PLENUMS TO MATCH PAINTED STRUCTURE UNLESS GALVANIZED OR UNPAINTED.100 SALESWALLS• GYP BD: PAINT P131 TO CEILING IF EXISTING OR FULL HEIGHT WHERE OPEN TO STRUCTURE. INSTALL PS7 WAINSCOT AND DB5 BASE UNO. EXTEND WAINSCOT AND BASE AT EXPOSED WALL TO NEAREST MERCHANDISE RACK. REF 3-A3.• CMU: PAINT P131 TO CEILING IF EXISTING OR FULL HEIGHT WHERE OPEN TO STRUCTURE. WHERE BASE IS EXISTING, REPLACE WITH DB5 BASE WHEN DAMAGED.• SOFFITS AND BULKHEADS: PAINT P131 FULL HEIGHT UNO.FLOOR• VCT: NEW VCT9 FLOORING. REFERENCE SHEET A1.1 FOR ADDITIONAL INFORMATION.CEILING• OPEN TO STRUCTURE: CLEAN AND PAINT EXPOSED HVAC DUCT WORK AND PLENUMS TO MATCH PAINTED STRUCTURE. CLEAN JOISTS, JOIST GIRDERS, DECKING, CONDUIT, SPRINKLER PIPES, AIR GRILLES/DIFFUSERS AND SECURITY GLOBES.COLUMNS• REF DETAIL 2-A1• PAINT OTHER STRUCTURAL ELEMENTS ADJACENT TO WALLS P131.126 SEASONAL SHOPWALLS• GYP BD: PAINT P131 FULL HEIGHT WHERE OPEN TO STRUCTURE. INSTALL PS7 WAINSCOT AND DB5 BASE TO EXPOSED WALLS NOT COVERED BY MERCHANDISE RACKS. REF 3-A3.• CMU: PAINT P131 FULL HEIGHT WHERE OPEN TO STRUCTURE.FLOOR• EXPOSED CONCRETE: EXISTING TO REMAIN.CEILING• OPEN TO STRUCTURE: CLEAN AND PAINT EXPOSED HVAC DUCT WORK AND PLENUMS TO MATCH PAINTED STRUCTURE UNLESS GALVANIZED OR UNPAINTED. CLEAN JOISTS, JOIST GIRDERS, DECKING, CONDUIT, SPRINKLER PIPES, AIR GRILLES/DIFFUSERS AND SECURITY GLOBES.MIN5'-0"MIN42"20"-24"17-18"H BENCH30"x48" CLEAR FLOOR SPACEMIN 18"5'-0" DIA. TURNAROUNDCOAT HOOK MOUNTED AT 44" ABOVE FINISH FLOOR36" DOOR, PROVIDING 32" CLEAR OPENING WIDTHACCESSIBLE FITTING ROOMMIN5'-0"WORK ROOMSTANDARD FITTING ROOMSTANDARD FITTING ROOMSTANDARD FITTING ROOM500 GLAZED CANOPYWALLS• CMU: PAINT. REF THE EXTERIOR ELEVATIONS FOR FINISHES. QUICK-BRIK: DO NOT PAINT.FLOOR• EXPOSED CONCRETE: EXISTING TO REMAIN. CEILING• OPEN TO STRUCTURE: CLEAN CANOPY STRUCTURE, GLAZED CANOPY PANELS, CONDUIT, SPRINKLER PIPES, AIR GRILLES/DIFFUSERS, SECURITY GLOBES AND FANS.GENERAL• REPAIR WATER LINE SUPPORT BRACKETS.501 GARDEN CENTERFENCING• ORNAMENTAL: EXISTING TO REMAIN. PAINT P81.FLOOR• EXPOSED CONCRETE: EXISTING TO REMAIN. GENERAL• AT EGRESS DOORS, REPLACE YELLOWED TRANSLUCENT PANELS WITH NEW. 345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).4/15/2019 10:41:40 AMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtA1FLOOR PLANGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYJEH,DGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYKEYNOTES6.43INSTALL 3/4" PLYWOOD BEHIND BALER TO6'-0" AFF, 8'-0" WIDE.9.90FLOOR STRIPES. REF N1 FOR STRIPINGCONDITIONS.10.44PROVIDE TACTILE "EXIT" SIGN. REF N1. 1" = 20'-0"1FLOOR PLAN 1/4" = 1'-0"2COLUMN COLORSISSUE BLOCK1 REV #1 03/01/192 ADD #1 03/18/193 CCD #1 04/15/19 1/4" = 1'-0"3FITTING ROOM PLAN111111112223 HATCH PATTERN USED FOR IDENTIFICATION OF DIFFERENT MATERIALS ONLY. REFER TO SPECIFICATIONS FOR PROPER INSTALLATION METHODNOTE: ALL TEXTURED TILE SHOWN OR NOT SHOWN ON PLAN IS TO BE REPLACED WITH TEXTURED TILE, DETERMINE QUANTITY BASED ON EXISTING CONDITIONS TO BE INCLUDED AS PART OF THE BASE BID. IF QUANTITY VARIES FROM STORE LAYOUT FLOOR FINISH LEGEND COORDINATE WITH CONSTRUCTION MANAGER AT PRE-CONSTRUCTION MEETING FOR ADDITIONAL TEXTURED TILE AND ADHESIVE TO BE ORDERED. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS. ETRETRVCT11ETRVCT11VCT11ETRECETRETRETRETRETRETRC1ETRAETRBETRDETRCVCT9VCT9148'-6"10'-0"45'-6"VCT9ETRVCT9VCT9VCT9ETRVCT986'-1"7'-0"67'-8"PVC1PVC1VCT9VCT91'-4"19'-8"3'-0 1/2"32'-0"LVT1_______A1.12_______A1.12TYPTYPVCT11VCT9NOTE: UNLESS NOTED OTHERWISE THE PREFERRED FLOORING CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF EXISTING AND INSTALLATION OF NEW (INCLUDING ALL PIECE REPLACEMENTS IN BACK OF HOUSE, TENANT SPACES, ENTRY ETC.) RESILIENT FLOORING, PORCELAIN ENTRANCE TILE, PHARMACY CARPET TILE, CARPET ENTRY TILE, AND VESTIBULE AND RECYCLING CENTER PORCELAIN FLOOR TILE.FLOOR FINISHES IN GROCERY SERVICE AND PREP AREAS (NON-PUBLIC), AND RESTROOMS ARE TO BE INSTALLED BY THE GENERAL CONTRACTOR. 3A1.1_______TYPVCT9VCT9VCT9LEGENDPVCCARPETVCTLVTSHEET NOTES1. REF A8 FOR SCHEDULE FINISH KEY AND GENERAL FINISH NOTES2. SEAL BASE OF ALL COLUMNS ON LVT/PVC PLANK FLOORING W/ GRAY/BROWN SEALANT3. SEAL BASE OF ALL COLUMNS ON VCT FLOORING W/ WHITE SEALANT4. GC TO REMOVE AND REPLACE DAMAGED TRANSITION STRIPS TO MATCH EXISTING STRIPS IN AREAS OF GC RESPONSIBILITY. 5. FILL ALL BOLT HOLES AND SPALLS IN NON CUSTOMER ACCESSIBLE AREAS RESULTING FROM FIXTURE AND OR STORAGE RACK REMOVAL OR RELOCATION WITH NON SHRINK GROUT.OWNER FURNISHED FLOORING1. NOT USED. 2. 525 SF OF PVC AND ADHESIVE WILL BE FURNISHED BY THE OWNER TO PIECE REPLACE PVC THROUGHOUT THE SALES FLOOR AND CUSTOMER AREAS.STORE LAYOUT FLOOR FINISH LEGENDAREASOF PVCTOTALSQ.FT.OF PVCAOPTICALMONEY CENTERENTRY CARPET SQ. YDS.ENTRY TILE TRANS. STRIP LN. FT.SALES FLOOR SQ.FT.FIELD TILE VCT SQ.FT.ENTRY TILE SQ.FT.REVISED: (REV-#)BCDEFGHNAME:DATE:TEXTURED TILE SQ.FT.WOOD TRANSITION STRIP LN. FT.GAMEPLAYENTRY TILE SQ.YDS.ENTRY CARPET SQ. FT. PHARMACY SQ. FT.PHARMACY SQ. YDS.VCTNOTES:TOTAL SQ.FT.PVC NEEDED IF STORE HAS EXISTING PVCTOTAL PVCNOTES:FULL VCT REPLACE. REDUCE AND EXTEND PVC WOOD PADS AS SHOWN. ADD LVT1 FOR NEW HEALTH SERVICES ROOM AND INLANE PICKUP. REDUCEEXTENDCHANGEETRADDITIONAL PVCPICKUPHEALTH SVCFOOD TENANT 051631 (LVT)0ETR01,298631 (LVT)5,64897,887ETR0ETR00696780VCT TO BE REMOVED SQ. FT. 0RUBBER FLOORING SQ. FT. 0TYPFULLEDGEMITER CORNER TYPPVC/LVT TO VCT7"PVC1PVC1VCTTYPLVT1ORTYPLVT1ORVCT FLOORING,PLACE EDGE OF TILEBELOW DOOR2" x 1/8" ALUMINUM TRANSITIONSTRIP. T-4 THRESHOLD IN LIEUOF ALUMINUM TRANSITION ATFULL HEIGHT TRAFFIC DOORSFLAT HEADCOUNTER-SUNKANCHORS AT 12" OCCONC.SLABDOOR AND FRAME AS SCHEDULEDBEVELED EDGE ONLY WHEN ADJACENT SURFACE IS UNFINISHED345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).3/18/2019 4:15:53 PMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtA1.1FLOORFINISH PLANDGM18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1" = 20'-0"1FLOOR FINISH PLANISSUE BLOCK1 REV #1 03/01/192 ADD #1 03/18/19111111111111111111111 1/8" = 1'-0"2PVC/LVT TRANSITION11111GARDEN CENTER/SEASONAL JOINT REPAIR XGARDEN CENTER/SEASONAL XSLAB SURFACE ENHANCEMENT XFLOOR JOINT REPAIR (ALL AREAS) XREMOVAL AND REINSTALLATION OFREFRG. CASE KICK PLATEVESTIBULE - RUBBER FLOOR XRESTROOMSXFLOOR FINISHES IN GROCERY PREPAREAS (NON PUBLIC)XRECYCLING CENTER PORCELAIN TILE XPHARMACY CARPET TILE XPORCELAIN AT ENTRY XRESILIENT TILE - SPOT XRESILIENT TILE - BLOCK XRESILIENT TILE - FULL XVESTIBULE - PORCELAIN XAPPAREL PADS - SPOT XAPPAREL PADS - BLOCK XAPPAREL PADS - FULL XTENANT SPACES XPIECE REPLACEMENT IN BACK ROOM XREMOVAL OF EXISTING AND INSTALLATIONOF NEW:PREFERRED FLOORINGCONTRACTORGENERALCONTRACTORSCOPE OF WORKCONTRACTOR RESPONSIBLE FOR WORK LISTEDPREFERRED FLOORING CONTRACTOR: RDRPROJECT SCOPE: PVC (BLOCK INITIATIVE RPL) / VCT (FULL RPL)REMODEL PROJECT: 5240 ITHACA, NYFLOOR FINISH RESPONSIBILITY MATRIX*IF PREFERRED FLOORING CONTRACTOR LISTED REMOVE GC SCOPE222 12" = 1'-0"3TRANSITION STRIP AT VCT FLOORING222 12356789101113TENANT SIGNDO NOT PAINT GLAZED CANOPY STRUCTURES12144P134CAP/CORNICEP134P135P135P134P134CAP/CORNICEP134P1352'-0"2'-0"16'-0"EQEQ℄P49P134CAP/CORNICEP134P135P134P135P134CAP/CORNICEP134P135P134CAPP134P49P134P135P4915'-8"8'-0"P49P49P134CAPP134CAP/CORNICEP134P135P49P49P134CAP/CORNICEP134P134CAPP49P4923'-7"20'-7"P49P49P492'-9"15'-9"P135P49P134P49P134CAP20'-0"P126UP134CAP/CORNICEP134P135P134CAP/CORNICEFF EL100' - 0"TOM126' - 8"TOS127' - 8"P135SOFFITS ANDRETURNSP135SOFFITS ANDRETURNSNOTE: HATCHED AREAS (AT PREVIOUS SIGNAGE LOCATIONS) INDICATE EXTENTS OF EXISTING EIFS TO BE RESURFACED, TYP. - REF SPECS.NEW SIGNREF 1-A2.1NEW SIGNREF 2-A2.1NEW SIGNREF 3-A2.1NEW SIGNREF 4-A2.1NEW SIGNREF 8-A2.1NEW SIGNREF 9-A2.1NEW SIGNREF 10-A2.1EXISTING SIGNTO REMAIN_______A2101'-3"℄P13520'-0"1'-0"CDEFGHJKFF EL100' - 0"12'-0"P126U6'-8"3'-2"P49P134CAPP134CAP/CORNICEP135P134P135P134P134P134CAP/CORNICEP135P134P134P134CAP/CORNICEP134CAP/CORNICEP135P134P134CAP/CORNICEP134P135P135P134CAP/CORNICETOM120' - 8"TOM122' - 0"NEW SIGNREF 13-A2.1BA_______A211P126UDOOR/FRAME1314P134P135P134CAP/CORNICEP135P134FF EL100' - 0"TOM126' - 8"131415FF EL100' - 0"P134CAP/CORNICEP135P134EQEQEQEQ4'-7"4'-7"4'-7"4'-7"1'-0"TOM122' - 0"NEW SIGN TYP OF (4)REF 5-A2.1NEW SIGN,TYP OF (4)REF 7-A2.1℄123567891011131214154TOM120' - 8"TOM119' - 4"TOM120' - 8"P135P134P135P134CAP/CORNICEP135P134P134CAP/CORNICEP134P135P134P134CAP/CORNICEP134P134P134CAP/CORNICEP135P134P134P135P134P134CAP/CORNICEP135P134P134P134CAP/CORNICEP134P134CAP/CORNICEP135P134P134P135P134P135P134P134CAP/CORNICEP134P135P135H.M. DOORS TYP.FF EL100' - 0"TOM122' - 0"CDEFGHJKFF EL100' - 0"P135P134CORNICE/CAPP134P135P135P134P134CORNICE/CAPP135P134P134P134CORNICE/CAPP134P135P134P135P134P134CORNICE/CAPP135P134P134P135P134P134CORNICE/CAPP134P134CORNICE/CAPP134P134CAPATOM120' - 8"DO NOT PAINT GLAZED CANOPY STRUCTURESFF EL100' - 0"TOM116' - 11"P49P135P49P134P49CAPP49SHEET NOTESP5P36P21P811. POWER WASH 100% OF EXTERIOR WALLS PRIOR TO PAINTING.2. PATCH AND REPAIR EXTERIOR WALL SURFACES, DAMAGED OR EXPOSED DUE TO REMOVAL OF BUILDING MOUNTED ITEMS, TO MATCH ADJACENT AS REQUIRED.3. REMOVE SEALANT AND BACKER MATERIAL FROM ALL BUILDING CONTROL JOINTS AND EXPANSION JOINTS. FILL AND SEAL JOINTS, REF SPEC 07900.4. REFER TO DETAILS ON SHEET A2.1 FOR SUBSTRATE AND FINISH REQUIREMENTS AT LOCATIONS OF BUILDING MOUNTED SIGNS.5. RESURFACE EXISTING EIFS WHERE SHOWN (HATCHED AREA).6. PAINT EXTERIOR OF BUILDING AS SHOWN. AT WALL(S) WITH LIT ID/LOGO SIGN(S) MASK AND PAINT AROUND SIGN CHARACTERS. 7. NOT USED.8. PAINT DOOR HOODS, HOLLOW METAL STEEL DOORS AND FRAMES, GUTTERS AND DOWNSPOUTS, EXPOSED METAL FLASHING, HANDRAILS, GAS LINES, AND EXPOSED MISCELLANEOUS STEEL TO MATCH ADJACENT BUILDING COLOR UN09. PAINT ALL GAS PIPES ON ROOF P5. EXTEND PAINTING OF GAS PIPE DOWN SIDE WALLS TO GRADE OR METER. DO NOT PAINT METER OR VALVES.10. PAINT CANOPY STRUCTURAL STEEL AND FLASHING TO MATCH ADJACENT WALL. 11. WHERE CANOPIES ARE VISIBLE TO AND ACCESSED BY CUSTOMERS, PAINT UNDERSIDE OF CANOPY DECK DO NOT PAINT CANOPY DECK IF NOT PREVIOUSLY PAINTED12. PAINT JIB CRANE - ON JIB BOOM, ON HANDRAILS.13. PAINT SPRINKLER VALVES . DO NOT PAINT OVER SIGHT GLASS OR FIRE ALARM BELL.14. PAINT ALL EXTERIOR BOLLARDS TO MATCH EXISTING COLOR UNLESS NOTED TO RECEIVE PLASTIC BOLLARD SLEEVE.15. PAINT SECURITY WALL PACK HOUSINGS TO MATCH ADJACENT WALL. REMOVE PAINT OVERSPRAY FROM LENSES.16. DO NOT PAINT LED WALL PACK HOUSINGS17. PAINT GARDEN CENTER STEEL DOORS AND FRAMES 18. NOT USED.19. DO NOT PAINT QUIK BRIK, STONE VENEER, FACE BRICK, UNPAINTED TILT-WALL OR PRECAST PANELSP33DEMOLITION NOTES1. REMOVE ALL UNLIT EXTERIOR STUD MOUNTED BUILDING SIGNS. 2. REMOVAL OF LIT ID/LOGO SIGNS SHALL BE BY OTHERS. 3. REMOVE EXTERIOR TENANT SIGNS. COORDINATE REMOVAL WITH WALMART CM AND TENANT PRIOR TO BEGINNING WORK. DELIVER REMOVED TENANT SIGNS TO TENANT.4. NOT USED.5. NOT USED.6. REMOVAL OF BUILDING MOUNTED ITEMS, SHOWN OR NOTED TO BE DEMOLISHED OR AS REQUIRED BY SCOPE OF WORK, SHALL OCCUR PRIOR TO PAINTING BUILDING. COORDINATE DEMOLITION WORK SO EXTERIOR PAINTING WILL OCCUR PRIOR TO INSTALLATION OF BUILDING MOUNTED ITEMS.1415FF EL100' - 0"TOM122' - 0"4'-10"4'-10"4'-10"4'-10"P134P134P135P134CAP/CORNICE1'-9"NEW SIGN,TYP OF (4)REF 6-A2.1P1351'-0"9'-9"P49P49P134CAPTO STUD118' - 8"FF EL100' - 0"NEW SIGNREF 12-A2.1TO STUD116' - 10"1'-0"11'-2"P134CAPP49TO STUD118' - 8"FF EL100' - 0"NEW SIGNREF 13-A2.1MATERIAL LEGENDDECORATIVE VINYL FILM BYWALMART SIGN CONTRACTOR(COLOR TO MATCH P76)DECORATIVE VINYL FILM BYWALMART SIGN CONTRACTOR(COLOR TO MATCH P135)TOM116' - 10"FF EL100' - 0"P134P49P135P49CAPFF EL100' - 0"TOM126' - 8"P134P134P135P134P49P135CAPCAPP49FF EL100' - 0"TOM116' - 10"P49P134P49P134CAPEQEQRE-ROUTE EXISTING SECONDARY OVERFLOW DRAIN PIPING AS SHOWN. REF PLUMBING AND DETAIL 4-A4.WHERE EXISTING PIPE IS REMOVED, REPLACE THE FULL CMU BLOCK TO PATCH EXISTING HOLE345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).1/19/2019 1:33:32 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtA2EXTERIORELEVATIONSGNJ,DGM18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYJEH,DGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYCOLOR LEGENDP5 OSHA STANDARD "SAFETYYELLOW"P21 SAFETY RED SW#4081P33 DOVER WHITE SW#6385P36 DOMINO SW#6989P49 GAUNTLET GRAY SW#7019P81 TRICORN BLACK SW#6258P134 REPOSE GRAY SW#7015P135 DORIAN GRAY SW#7017 1" = 20'-0"1FRONT ELEVATION 1" = 20'-0"2RIGHT ELEVATION 1" = 20'-0"3SEASONAL SHOP REAR ELEVATION 1" = 20'-0"12TLE FRONT ELEVATION 1" = 20'-0"4REAR ELEVATION 1" = 20'-0"5LEFT ELEVATION 1" = 20'-0"8VESTIBULE SIDE ELEVATION 1" = 20'-0"13TLE REAR ELEVATION 1" = 10'-0"9PHARMACY DRIVE-THRU ELEVATION 1" = 10'-0"10PHARMACY DRIVE-THRU ELEVATIONISSUE BLOCK 1" = 20'-0"6VESTIBULE SIDE ELEVATION 1" = 20'-0"7VESTIBULE SIDE ELEVATION 1" = 10'-0"11ENLARGED VESTIBULE SIDE ELEVATION 220.01 SF1'-3"5'-6"8'-0"28'-7 1/2" 1'-6" 7'-1 1/2"37'-3"INTERNALLY ILLUMINATEDTYP60°TYP2'-7 3/8"14A2.1_______2.58 SF2'-7"1'-0"16A2.1_______2.98 SF2'-11 1/4"1'-0 3/16"1'-0"16A2.1_______SIGNAGE SCHEDULECOLORQTYWALMARTSIGNAGE LOCATIONFRONT SIGNAGETOTAL AREAINDIVIDUALAREASIZESFSFSFSFTOTAL FRONT SIGNAGESFTOTAL BUILDING SIGNAGE542.06SFSF(FOR REFERENCE ONLY)220.01* (SPARK)SF220.01YELLOW11WHITE5'-6"46.71HOME & LIVINGSF46.712'-6"WHITE162.02GROCERY & PHARMACYSF62.022'-6"WHITE144.10LAWN & GARDENSF44.102'-6"WHITE1466.83AUTO CENTERAUTO CENTER SIGNAGETOTAL FRONT SIGNAGESFSF30.74TIRESF30.741'-0"WHITE41WHITE2'-0"11.92LUBESF2.981'-0"WHITE4SFSF52.982.58SF 10.32SF33.95<-- AUTO CENTERSF33.952'-0"WHITE1SF8.49VISION CENTERSF8.491'-0"WHITE1SFSF5.99RECYCLESF5.991'-0"WHITE1PHARMACY DRIVE-THRUPHARMACY DRIVE-THRU SIGNAGETOTAL FRONT SIGNAGESFSF16.76ENTERSF16.761'-0"WHITE1WHITE1'-0"2.29EXITSF2.291'-0"WHITESFSF22.253.20SF3.20 SF11SIGN CAN WITH.080 ALUMINUM BACKINGFULL BED OFMULTI-COMPONENT SEALANTAT PERIMETER OF CONDUITDRILL HOLE AND FEEDWHIP THROUGH PARAPETEXISTING WATERPROOFINGMEMBRANEEXISTING CMUNOTE:REF ELECTRICAL FOR UNISTRUT/JUNCTION BOX LOCATIONEXISTING ROOFINGSYSTEMFULL BED OFMULTI-COMPONENT SEALANTAT PERIMETER OF SPACER,TYPNOTE:LOCATE ANCHORS PER SIGNATTACHMENT TEMPLATE. GC TOCOORDINATE WITH SIGNSHOP/INSTALLER FOR LOCATIONSEXISTING WALLPANEL SYSTEMEXISTING WALL PANELSUPPORT CHANNELS1" OD NEOPRENE/SS BONDEDWASHER PROVIDED BY WALMART INBED OF CONTINUOUSMULTI-COMPONENT SEALANT BYSIGN CONTRACTORREFER TO SIGNAGE GENERALNOTES FOR ADDITIONALREQUIREMENTS.HILTI HLC-H 16X140/90SLEEVE ANCHORPROVIDED BY WALMARTAT EA SIGNCONNECTION POINTINSTALLED BY SIGNCONTRACTOR3/4" SCHEDULE 40PVC SPACER TOPREVENTCOMPRESSION OFWALL PANELREMOTE POWER SUPPLYENCLOSURE PROVIDED ANDINSTALLED BY SIGNCONTRACTORSEALANT AT PERIMETER ANDANCHORS OF REMOTE POWERSUPPLY ENCLOSURE BY SIGNCONTRACTORLOW VOLTAGE WIRE INSTALLED BYSIGN CONTRACTOR3/4" LIQUID TIGHT FLEXIBLE METALCONDUIT BY BUILDING GENERALCONTRACTOR. REF 3-A4.1 FORROOF PENETRATION DETAILSEALANT AT PERIMETER ANDANCHORS OF REMOTE POWERSUPPLY ENCLOSURE BY SIGNCONTRACTORPREFERRED MOUNTING HEIGHT3' TO 4' ABOVE ROOF SURFACETOP OF PARAPETTHROUGH WALL PROTECTIONTUBE FURNISHED BYWALMART INSTALLED BYSIGN CONTRACTOR INSTALLPER MFR RECOMMENDATIONSLOW VOLTAGE WIRE INSTALLEDBY SIGN CONTRACTORSIGNAGE CONDUIT FLASHINGAT LOW VOLTAGE WIREPENETRATIONS PROVIDEDBY WALMART INSTALLED BYSIGN CONTRACTOR. REFINSTALLATION INSTRUCTIONSREF BLDG ELBO SIGNAGE12" MINEXISTING FRAMINGPLASTIC NON-ILLUMINATED CHANNEL LETTERPLASTIC MOUNT FOR ALL-THREAD STUD, TYPINSTALL 1/8" DIA ALL-THREAD STUDS INTO PLASTIC MOUNTS, TYP3/8" DIA HOLE FILLED WITH ADHESIVE SEALANT, TYPMOUNTING HOLE PATTERNS FOR NON-ILLUMINATED SIGNINSTALLATION"ADHESIVE SEALANT" IS TOBE PRODUCT LN-950 BYLIQUID NAILS OR SIMILARPOLYURETHANECONSTRUCTION ADHESIVE,MEETING ASTM D3498 ANDC557 STANDARDS, EXTERIORAPPLICATION, WEATHERRESISTANT, LOW VOC, WITHA MINIMUM SHEAR STRENGTHOF 250 PSIVARIESREFER TO SIGNAGE GENERALNOTES FOR ADDITIONAL REQUIREMENTSEXISTING PLYWOOD SHEATHINGREPLACE EXISTING SHEATHING AT SIGN WITH 5/8" EXTERIOR PLYWOOD SHEATHING. INSTALL EIFS TO MATCH ADJACENT. FACE TO BE FLUSH WITH EXISTING EIFS. EXISTING CMUPLASTIC NON-ILLUMINATEDCHANNEL LETTER BY WALMARTINSTALL 1/8" DIA ALL-THREAD STUDS INTO PLASTIC MOUNTS PRIOR TO SIGN INSTALLATION TYP BY SIGN CONTRACTOR3/8" DIA HOLE FILLED WITH ADHESIVE SEALANT. COAT ALL-THREAD STUD WITH ADHESIVE SEALANT PRIOR TO WALL ATTACHMENT TYP BY SIGN CONTRACTORMOUNTING HOLE PATTERNS FORNON-ILLUMINATED SIGN INSTALLATION PROVIDED BY WALMARTPLASTIC MOUNT FOR ALL-THREAD STUD TYP BY WALMART"ADHESIVE SEALANT" IS TOBE PRODUCT LN-950 BY LIQUID NAILS OR SIMILAR POLYURETHANE CONSTRUCTION ADHESIVE,MEETING ASTM D3498 ANDC557 STANDARDS, EXTERIOR APPLICATION, WEATHER RESISTANT, LOW VOC, WITH A MINIMUM SHEAR STRENGTH OF 250 PSIVARIESNOTE TO SIGN INSTALLER:ALL PRIMARY MOUNTING HOLES MUST BE UTILIZED. IF MOUNTING THROUGH PRIMARY HOLE IS OBSTRUCTED BY REBAR, METAL STUDS, CHANNELS, OR OTHER MISC METAL, SEAL PRIMARY HOLE IN SIGN CAN AND MOUNT THROUGH THE NEAREST ALTERNATE MOUNTING HOLE. PRIMARY HOLES ARE INDICATED WITH PREDRILLED HOLES THROUGH WASHERS. ALTERNATE HOLES ARE INDICATED WITH WASHERS ONLY OR ARE OTHERWISE MARKED.ELECTRICAL PENETRATIONS (TYP) FIELD VERIFY EXACT LOCATIONS ALTERNATE SIGN MOUNTING LOCATION (TYP) FIELD VERIFY EXACT LOCATIONS SIGN MOUNTING LOCATION (TYP) FIELD VERIFY EXACT LOCATIONSROOF LINEJOIST BEARING ELEVATION LINEREF BLDG ELEVATIONSBO SIGNNOTE:ALL SIGN PENETRATIONS ABOVE ROOF LEVEL MUST BE A CLEAR MINIMUM OF 8" ABOVE DECK8.49 SF8'-2 3/4"1'-0 3/8"1'-0"16A2.1_______SIGNAGE GENERAL NOTES1. SIGNAGE FURNISHED BY WAL-MART AND INSTALLED BY OTHERS.2. ALL EXISTING WALMART EXTERIOR SIGNAGE IS TO REMAIN IN PLACE ON THE BUILDING UNTIL THE EXTERIOR SIGN COMPANY IS ONSITE. THE EXTERIOR SIGN COMPANY WILL REMOVE EXISTING SIGNAGE AND INSTALL NEW SIGNAGE. ONCE NEW SIGNAGE IS INSTALLED, GENERAL CONTRACTOR WILL PERFORM PATCH, REPAIR, AND PAINTING WORK NOTED IN PLANS AFTER NEW SIGNAGE IS INSTALLEDA. FOR STORES THAT REQUIRE STRUCTURAL MODIFICATIONS OR REPAIRS FOR INSTALLATION OF NEW EXTERIOR SIGNAGE, A TEMPORARY BANNER WILL BE INSTALLED BY THE EXTERIOR SIGN COMPANY PRIOR TO REMOVAL OF EXISTING EXTERIOR SIGNAGE. BANNER WILL REMAIN IN PLACE UNTIL ALL MODIFICATIONS AND/OR REPAIRS HAVE BEEN COMPLETED AND NEW SIGNAGE IS INSTALLED. GC SHALL PRIORITIZE MODIFICATIONS/REPAIRS REQUIRED FOR INSTALLATION OF NEW EXTERIOR SIGNS WHILE EXTERIOR SIGN COMPANY IS ON SITEB. TEMPORARY BANNER WILL BE APPROXIMATELY 125 SF (5'X25').C. EXTERIOR SIGN WORK NEEDS TO BE SCHEDULED, COORDINATED, AND COMPLETED DURING WEEK 6 OF THE CONSTRUCTION SCHEDULE.3. GENERAL CONTRACTOR RESPONSIBILITIESA. REMOVE EXISTING EXTERIOR BUILDING SIGNAGE AS NOTED ON SHEET A2. (LIGHTED ID/LOGO SIGNS WILL BE REMOVED BY OTHERS.)B. BY END OF FIRST WEEK OF CONSTRUCTION, REVIEW EXISTING CONSTRUCTION WHERE SIGN(S) WILL BE INSTALLED. IF EXISTING CONDITIONS DO NOT MATCH SIGN ATTACHMENT DETAILS SHOWN, REQUEST APPROVAL FROM CONSTRUCTION MANAGER TO SUBMIT RFI IN ACCORDANCE WITH SECTION 01255. NOTE DIFFERENCES IN CONSTRUCTION, INCLUDING DIMENSIONS, AND INCLUDE PHOTOGRAPHS FOR CLARIFICATION.C. PROVIDE SUBSTRATE SUITABLE FOR INSTALLATION OF SIGNAGE. REFER TO DETAILS ON SHEET A2/A2.1. FOR LIGHTED ID/LOGO SIGNS COORDINATE TIMING OF WORK WITH WALMART SIGN CONTRACTOR.D. PROVIDE JUNCTION BOXES AND CIRCUITRY TO NEW "Walmart" and "spark" SIGNAGE. EXISTING (8) BOXES FROM "WAL«MART" SIGNAGE MAY BE REUSED.E. PROVIDE JUNCTION BOXES AND CIRCUITRY TO TENANT SIGNAGE LOCATION SHOWN. REFER TO ELECTRICAL.F. INSTALL ACCESS DOORS AND FRAMES IN GYPSUM BOARD CEILINGS IF REQUIRED BY RELOCATION OF EXISTING TENANT SIGNAGE.G. VERIFY VOLTAGE AT CIRCUITS FEEDING LIGHTED SIGNAGE. REFER TO ELECTRICALH. MAKE FINAL TERMINATIONS ON LIGHTED SIGNAGE4. SIGNAGE CONTRACTOR RESPONSIBILITIESA. REMOVE ALL LIT SIGNS UNLESS NOTED OTHERWISE.B. FURNISH SPECIFIED CONDUIT FOR LIGHTED SIGNAGE.C. MAKE REQUIRED EXTERIOR WALL PENETRATIONS, INSTALL CONDUIT, AND SEAL PENETRATIONS PER SPECIFICATION SECTION 07900.D. INSTALL SIGNAGE PER DETAILS ON SHEET A2/A2.146.71 SF21'-11 1/4"3'-4 1/4"2'-6"15A2.1_______31'-4 3/16"3'-4 5/8"2'-6"62.02 SF15A2.1_______44.10 SF22'-8"2'-6"2'-6 7/8"16A2.1_______33.95 SF2'-0 3/4"16'-5 1/2"2'-0"16A2.1_______5.99 SF4'-5 5/8"1'-4 1/16"1'-0"16A2.1_______16.76 SF1'-0"1'-4 1/8"12'-6 1/8"15A2.1_______3.20 SF3'-1 7/8"1'-0 3/16"1'-0"15A2.1_______2.29 SF2'-3 1/8"1'-0 3/16"1'-0"15A2.1_______30.74 SF14'-10 3/4"2'-0 3/4"16A2.1_______345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).1/19/2019 1:33:42 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtA2.1EXTERIORSIGNAGEGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYJEH,DGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1/4" = 1'-0"15'-6" WALMART SIGN 1/4" = 1'-0"6SIGNAGE 1/4" = 1'-0"7SIGNAGE 1 1/2" = 1'-0"14SIGN ATTACHMENT AT CMU WALL ABOVE ROOF LINE 1 1/2" = 1'-0"15SIGN ATTACHMENT AT EIFSAND METAL STUD WALL 1 1/2" = 1'-0"16SIGN ATTACHMENT AT CMU WALL 1/4" = 1'-0"1ASIGN LOCATION 1/4" = 1'-0"9SIGNAGE 1/4" = 1'-0"2SIGNAGE 1/4" = 1'-0"3SIGNAGE 1/4" = 1'-0"4SIGNAGE 1/4" = 1'-0"82'-0" AUTO CENTER 1/4" = 1'-0"10SIGNAGE 1/4" = 1'-0"11SIGNAGE 1/4" = 1'-0"12SIGNAGE 1/4" = 1'-0"13SIGNAGE 1/4" = 1'-0"5SIGNAGEISSUE BLOCK OPEN TOBEYONDAT SALES FLOOR WALL STANDARDS, GONDOLAS AND WAREHOUSE RACKING WITHOUT PEG-BOARD BACKING (WALL VISIBLE THROUGH FIXTURE) PAINT WALL AND WALL STANDARD WOOD STRIPS TO BASEF.V.9'-0"DB5WALL STANDARDS, GONDOLAS AND WAREHOUSE RACKING SHOWN DASHED FOR CLARITY.INSTALL WAINSCOT AND BASE AFTER MERCHANDISE RACKS ARE SET, IN AREAS SHOWN, UP TO EDGE OF EXISTING WALL STANDARDS OR GONDOLAS.PAINT AS INDICATEDOMIT PAINT AS INDICATED, EXCEPT AS NOTED ABOVEWAINSCOT AS INDICATED. ON EXPOSED WALLS WHERE WAINSCOT IS NOT TO BE INSTALLED, CONTINUE PAINT TO FINISH FLOORAT ALL PERIMETER WALL STANDARDS, GONDOLAS AND/OR WAREHOUSE RACKS CONTINUE PAINT TO OUTERMOST UPRIGHT FRAMEVARIESREF PLAN6'-10" AFFPAINT TRANSITION (TYP ATHALF-GONDOLAS)TO DECKDELISALESCEILING AS SCHEDULEDP131P131P131EXISTING REFRIGERATEDCASE EXISTING METALSTUDSPAINT 6" BEHINDTOP AND SIDESOF REFRIGERATEDCASES.P131P131P131INTERIOR HM DOORSCENTER ONDOOR JAMBINTERIOR FULL HEIGHTTRAFFIC DOORS ALTUSE THISDETAIL WHENTHE DISTANCEFROM DOORJAMB TO WALLIS LESS THAN 9"4"4"5.555.554"CONCRETE FILL8" DIAMETER CORE DRILLTHROUGH CONCRETE ONLYHAND AUGER BELOWCONCRETECONCRETE FLOOR SLAB4" O.D. PIPE BOLLARDPAINTFILL WITH CONCRETEAND ROUND OFF TOP2'-0"3"IMPORTANT!! USE CAUTION WHEN EXCAVATING FOR NEW BOLLARDS TO AVOID CONCEALED/BURIED ELECTRICAL LINES. HIGH VOLTAGE ELECTRICAL LINES MAY BE PRESENT. CONTRACTOR SHALL VERIFY LOCATIONS OF UTILITIES IN AREA OF NEW BOLLARD BEFORE EXCAVATING. P5CONCRETE FILL8" DIAMETER CORE DRILLTHROUGH CONCRETE ONLYHAND AUGER BELOW CONCRETECONCRETE FLOOR SLAB4" O.D. GALV PIPE BOLLARD. DO NOT PAINTFILL WITH CONCRETEAND ROUND OFF TOPREF PLAN2'-0"3"SECTION AT INTERIORSECTION AT GARDEN CENTERMAX3"AUTOMATED EQUIPMENT BY VENDORMTL CART BUMPERNOTE: METAL CART BUMPER TO BE 3" MAX FROM FACE OF AUTOMATED EQUIPMENT AT ALL SIDES (TYP. OF 7) EXCEPT THE FRONT CUSTOMER ACCESS PANEL, THIS DIMENSION SHALL BE 1" FROM THE FACE OF THE AUTOMATED EQUIPMENT. FRONT PANEL1" ATEXISTING FLOOR TO REMAINPOWER POLE. FURNISHED BY OWNER, INSTALLED BY G.C. REF ELECTRICALCABINETS. WALMART FURNISHED AND INSTALLED BY G.C.LOCATE POWER POLE AT THE BACK CORNER OF THE CABINET, CLOSEST TO THE AUTOMATED EQUIPMENT. POWER RECEPTACLE SHOULD FACE LOCKERS, REF ELECTRICAL.2"1"AAPLAN VIEWFLOOR ANCHOR THRU BOTTOM HOLE IN TUBE3/8''-16x3" WEDGE ANCHOR AT ENDS AND AT EACH SECTION, DRILL TO MIN. DEPTH OF 1 3/4"..4602" DIA HOLE BY VENDORUPRIGHT TUBE BY VENDORFLOOR TUBE RAIL BY VENDORG.C. TO REFERENCE MANUFACTURER'S CUT SHEETS FOR NUMBER AND LOCATIONS OF FLOOR ANCHORS.EXISTING FLOOR TO REMAINFLOOR FINISH ASSCHEDULEDPAINT CMU FROMFINISH FLOOR TODECK ASSCHEDULEDPAINT GIRDER ORJOIST DIRECTLYADJACENT TO WALLTO MATCH. COLORAS INDICATEDPAINT COLUMN TOMATCH ADJACENTWALL AS INDICATEDNOTE: DO NOT PAINT ABOVE CEILING100'-0"FF ELGRID345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).3/18/2019 4:16:06 PMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtA3SECTIONSAND DETAILSGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGM,JEHGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1/4" = 1'-0"3SALES WALL FINISHES @ PERIMETER HALF-GONDOLAS 1" = 1'-0"4SECTION AT DELI BULKHEAD 1/2" = 1'-0"5BULKHEAD AT CASE 1/2" = 1'-0"9INTERIOR BOLLARD DETAIL 1/2" = 1'-0"10BOLLARD DETAILKEYNOTES5.5532" STEEL BOLLARD. REF 10-A3NOT USED1 3" = 1'-0"7BUMPER DETAIL 1/2" = 1'-0"6CABINET ELEVATION 3" = 1'-0"8FLOOR MOUNTING PLAN AND SECTIONISSUE BLOCK1 REV #1 03/01/192 ADD #1 03/18/19 1/4" = 1'-0"2EXISTING EXT CMU WALLSECTIONNOT USED11122 1C23567891011013121415DEFHKB.54AF.5REMOVE EXISTING EXHAUST FAN EFH-3. CAP PER DETAIL 5-A4. REF MEP. NEW RCU ON EXISTING FRAME. REF STRUCTURAL AND REFRIGERATION DRAWINGS. SHEET NOTES1.INSTALL MOLDED PIPE FLASHING AT ALL PIPE OR CONDUIT PENETRATIONS THROUGH ROOF. REF. MECHANICAL FOR LOCATIONS. REF. 2,3-A4PLACE CONTINUOUS SEALANT UNDER PIPE FLASHINGMOLDED PIPE FLASHINGHEAT WELD OR ADHESIVE ATTACH TO ROOFWHERE APPROVED BY LOCAL JURISDICTION WRAP PIPE WITH MEMBRANESTAINLESS STEEL DRAW BANDGLASS FIBER INSULATIONFLUE CAP. REF. MECHANICAL DRAWINGSHIGH-TEMP SEALANT TYPICALDRAW BANDFILL VOID W/ UNFACED GLASS FIBER INSULATION26 GA. (MIN.) GALV. SHEET METAL FLASHING/INSULATION SHIELD ALL AROUNDFLUE. REF MECH. FOR SIZE AND LOCATIONSTORM COLLAR. REF. MECHANICAL DRAWINGSROOF INSULATIONPROVIDE ROOF PENETRATION IN ACCORDANCE WITH ROOF SYSTEM MANUFACTURER'S INSTRUCTIONSFASTENER TYPICALMEMBRANE FLASHING PER ROOFING MANUFACTURER'S INSTRUCTIONS FOR FLUE PENETRATIONSVARIES1" MIN8" MIN6"SEALANT ON BACKER ROD AROUND PIPE, TYP.1/4"/FT SLOPEEXISTING CMU WALLOVERFLOW ROOF DRAIN PIPE. HOLD CLOSE TO STRUCTURE. REF PLUMBING.25 GA GALVANIZED SHEET METAL SHADE,REF. SPEC 05500. CUT TO FIT ENTIREWIDTH OF CURB OPENING WITH 1" SPACEON ALL SIDES. PAINT BOTTOM FACE TOMATCH STRUCTURE PRIOR TO INSTALLATION. LAY LOOSE ON SECURITY BARSCONTINUOUS SEALANTEXISTING ROOF CURBAND INSULATION TOREMAINEXISTING ROOFINGSYSTEMEXISTING SAFETYSCREEN TO REMAIN(WHERE EXISTING)NEOPRENEGASKETEDFASTENERS @ 12" OCUSE AT OPENINGS 16" OR GREATER IN ANY ONE DIRECTION1/2" DIA. STEEL SECURITYRODS RIGIDLY WELDED TOFRAMING 6" O.C. MAX.SPACING EACH DIRECTION.TYP.18 GA. 3 5/8" METAL JOISTS @16" OC SPAN SHORTESTDISTANCE BETWEEN CURBSTREATED 1X SHIMFACED BATTINSULATIONBETWEEN STUDS20 GA. GALV. METALCAP W/WELDEDCORNERS OVER 15#FELT ON 3/4" EXTERIORPLYWOODSLOPE1"1"8"GREATER16" ORVERIFY345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).1/19/2019 1:33:56 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtA4ROOF PLANAND DETAILSDGM18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1" = 40'-0"1ROOF PLANISSUE BLOCK 1" = 1'-0"2ROOF PENETRATION 1" = 1'-0"3FLUE PENETRATION 1" = 1'-0"4SECTION AT OVERFLOW DRAIN 1" = 1'-0"5METAL CURB COVER ATM1BBDDDDDDDDDDD DD DDOOATM1DDDDDDDDDDD DD DDOOFRONTDDDDDDCCCCCBBDDDDDDCCCCCBB2356789_______A5.11_______A525-A5_______VCREF1VESTIBULE-GM101CARTSTORAGE-GM104AP OFFICESUBWAY402UTILITYVESTIBULE-GR115CARTSTORAGE-GR118_______REC114MECHANICAL116AWHITE BOXJANITOREDC-46-A5STORAGEEDC-2119APICKUP STORAGE4-A55SP2.1_______5SP2.1_______5SP2.1_______5SP2.1_______10.4410.44NEW LOTTERY EQUIPMENT. COORDINATE WITH WMCM. REF ELEC.8.5RELOCATED EXISTINGBENCH.56789OPEN TO VESTIBULE-GROPEN TO VISION CENTERPROVIDE CONTINUOUS CLEAN TRANSITIONS BETWEEN PAINT COLORSINSTALL , , AND PAINT RETURNS ON ALL PILASTERS AND WING WALLSDB5PS7PAINT LINE AT 14'-0" AFFOPEN TO CUSTOMER SERVICEPAINT CONTINUES TO DECKOPEN TO VESTIBULE-GMOPEN TO SUBWAYPS7P131P76PS7P1316.27P76P131P76P76P13146.27P131TYP TYPTYPTYPTYP TYPP131P131PS7DB56.27TYPTYPTYPP131SOFFITDB5DB58.58REMOVE RESTROOM NEEDS CLEANING LIT SIGN. REPLACE CEILING TILE.REMOVE ALL PLACARD SIGNAGE ASSOCIATED WITH LIT SIGN RESTROOM NEEDS CLEANING SWITCH AND SIGN. PATCH AND REPAIR WALL AS REQUIRED FOR NEW FINISHES.B.9B.10COURTESY DESK105RETURNSTORAGE106CASH107COUNTING108MANAGEMENT175EQUIPMENTALCOVE138ADA108AB14'-11"4'-8"2'-3"A.5+/-+/-+/-6A9_______5A9_______3A9_______2A9_______WGPL4PICKUP STORAGE946P131P131P131PS7DB56.27P76PS1DB56.27P131PS7DB56.27EXISTING CASHRECYCLER TO REMAIN5A9_______5A9_______A3INSTALL NEW PARTITIONAS SHOWN.1'-7"3"3"3"4"11"2"3"2'-2"3"2'-2"946A6'-8 1/2"3'-11 3/4"4'-0"5'-7"STANCHIONS FURNISHEDBY OWNER AND INSTALLEDBY OTHERS, TYP. OF (9)PRE-MANUFACTURED MILLWORK, OWNER FURNISHED AND INSTALLED BY GC. 4'-9"6'-11 3/4"NEW RACKS, TYP OF (13). COORDINATE WITH WMCM.INSTALL NEWBULKHEAD.(2) DIGITAL MENU BOARDS, OWNER FURNISHED AND INSTALLED. GC TO INSTALL BLOCKING AT 78" A.F.F. REF ELECTRICAL.9'-8 1/4"FINISHES TO BE FLUSH, TYP. 8'-7"8'-5"6'-7"6'-5"4'-10"3'-0"OPEN TO SUBWAYP76P131PS7DB56.27P131SOFFITSHEET NOTES1. REF A8 FOR SCHEDULE FINISH KEY AND GENERAL FINISH NOTES2. PAINT STRUCTURE AS INDICATED ON 2-A1 AND PAINT GYP BOARD WALLS TO 6" BEHIND TOP AND SIDES OF REFRIGERATED CASES.3. NOT USED.101 VESTIBULE-GM, 104 CART STORAGE-GM, 115 VESTIBULE-GR, 118 CART STORAGE-GRWALLS• GYP BD: PAINT P131 FULL HEIGHT WHERE OPEN TO STRUCTURE. INSTALL PS7 WAINSCOT AND DB5 BASE.• CMU: PAINT P164 WAINSCOT TO 4'-0" AFF AND P131 ABOVE 4'-0" AFF FULL HEIGHT WHERE OPEN TO STRUCTURE. IF BASE OR WAINSCOT IS EXISTING, REPLACE WITH PS7 WAINSCOT AND DB5 BASE.• PAINT COLUMNS ADJACENT TO WALLS P131.• CART STORAGE ONLY: ADD 3/4" PLYWOOD TO 4'-0" AFF WITH TOP EDGE EASED TO ALL GYP BD WALLS.• CART STORAGE WALLS: P164 WAINSCOT TO 4'-0" AFF.FLOOR• PORCELAIN TILE: PATCH AND/OR REPAIR EXISTING FLOORING TO MATCH ADJACENT.• AT CART STORAGE: EXPOSED CONCRETE: EXISTING TO REMAIN. CEILING• OPEN TO STRUCTURE: CLEAN AND PAINT EXPOSED HVAC DUCT WORK AND PLENUMS TO MATCH PAINTED STRUCTURE. CLEAN JOISTS, JOIST GIRDERS, DECKING, CONDUIT, SPRINKLER PIPES, AIR GRILLES/DIFFUSERS, AND SECURITY GLOBES.107 CASH, 108 COUNTINGWALLS• PAINT ALL WALLS P131. REPLACE DAMAGED BASE TO MATCH EXISTING.FLOOR• VCT: PIECE REPLACE VCT AS DIRECTED BY CM TO MATCH EXISTING.CEILING• GYP BD: CLEAN CEILING HVAC GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS. PAINT CEILING P131.MILLWORK• REPLACE ALL COUNTERTOP EDGE AND RE-LAMINATE TOP.105 COURTESY DESK, 106 RETURNS STORAGEWALLS• REF 2-A5 FOR FINISH DETAILS.FLOOR• VCT: NEW VCT9 FLOORING. CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE. CLEAN CEILING GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS. AT NEW PARTITION, MODIFY CEILING GRID AND TILE AS REQUIRED. MILLWORK• RE-LAMINATE FRONT FACE AND SIDE FACES OF EXISTING CASEWORK. INSTALL NEW WALL GUARD. NO SCOPE OF WORK FOR PHOTO LAB CABINETS.• EXISTING SIDE COUNTER: RE-LAMINATE FACE OF DOORS AND FACE OF STILES. IF THERE IS OPEN SHELVING WITHOUT HARDWOOD EDGE TRIM, RE-LAMINATE EDGE OF OPEN SHELVING.• EXISTING SOLID SURFACE COUNTERTOP (FRONT AND SIDE COUNTER): ETR. REFURBISH TO LIKE NEW.• REPLACE ALL CABINET DOOR HARDWARE WITH NEW, TO MATCH EXISTING. P76P76OPEN TO CUSTOMER SERVICEP131PS7DB56.27P131SOFFIT138 ALCOVEWALLS• PAINT WALLS P131 TO CEILING. INSTALL PS7 WAINSCOT AND DB5 BASE.FLOOR• VCT: NEW VCT9 FLOORING. CEILING• LAY-IN: CLEAN GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.946 PICKUP STORAGEWALLS• NEW WALLS DO NOT PAINT. REF SPECIFICATIONS FOR FINISH.• EXISTING WALLS ETR. PATCH AND REPAIR ANY HOLES IN EXISTING WALLS.FLOOR• EC, VCT: EXISTING TO REMAIN.CEILING• LAY-IN: EXISTING TO REMAIN. 175 MANAGEMENTWALLS• PAINT ALL WALLS P131 IF ANY ARE DAMAGED AND REQUIRE REPAIR. IF NO REPAIR IS REQUIRED, DO NOT PAINT. MINOR IMPERFECTIONS AND SCUFFS ARE ACCEPTABLE AND DO NOT REQUIRE REPAIR OR REPAINTING.FLOOR• VCT: NEW VCT9 FLOORING. CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE. CLEAN CEILING TILES, GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.402 SUBWAYWALLS• EXISTING TO REMAIN. FLOOR• PVC: PIECE REPLACE PVC AS DIRECTED BY CM TO MATCH EXISTING.CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE. CLEAN GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.P131PS7DB56.27P131SOFFITP131402 SUBWAYWALLS• EXISTING TO REMAIN. FLOOR• PVC: EXISTING TO REMAIN.CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE. CLEAN CEILING TILES, GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.5B.632'-0"1'-2"20'-0"AUTOMATED EQUIPMENTBY VENDOR.METAL CART BUMPERSFURNISHED BY OWNER,INSTALLED BY GC. REF 7-A3.5'-9"5'-9"CABINETS FURNISHED AND INSTALLED BY VENDOR. REF 6-A3.GC SHALL INSTALL OWNERFURNISHED WALL PANELSYSTEM. REF 8-A3.PICKUP CHECK-IN3'-0 1/2"2'-10 1/2"345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).4/15/2019 10:54:40 AMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtA5ENLARGEDPLANSELEVATIONSAND DETAILSGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYJEH,DGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYKEYNOTES6.2748" HIGH WAINSCOT WITH OUTSIDE CORNER TRIM10.44PROVIDE TACTILE "EXIT" SIGN. REF N1. 3/32" = 1'-0"1FRONT TENANT WALL FLOOR PLAN 3/32" = 1'-0"7INTERIOR ELEVATION 3/16" = 1'-0"2COURTESY DESK FLOOR PLAN 3/32" = 1'-0"5FOOD SERVICEINTERIOR ELEVATIONREMOVE INTERIOR TENANT SIGNAGE AS INDICATED BELOW:ALL TENANT SPACES(EXCLUDING FULL SERVICE FOOD TENANTS)-• REMOVE ALL SIGNS INCLUDING LIT SIGNS AND RETURN TO TENANT.• REMOVE ALL WALLPAPER AND/OR ORNAMENTS ON THE BULKHEAD AND WALL BELOW UNO. • THE ELECTRICAL FOR REMOVED LIT SIGNS TO BE TERMINATED BACK TO NEAREST JUNCTION BOX. • PATCH, REPAIR AND PAINT BULKHEAD WALL AT REMOVED SIGN AND ASSOCIATED ELECTRICAL, WALLPAPER AND/OR ORNAMENTATION TO MATCH ADJACENT CONSTRUCTION AND FINISHES. • BLACK FOAM BACKER PANEL FOAM LETTERS WILL BE USED FOR ALL NON-FULL SERVICE FOOD TENANTS. SIGN CAN HAVE BRANDED COLORS IN THE LOGO AND LETTERS.ALL FULL SERVICE FOOD TENANTS-• EXISTING LIT SIGNS ON LOWER BULKHEADS AND AWNINGS TO REMAIN, DO NOT REMOVE, PAINT AROUND THE SIGN. TREAT TENANTS(I.E. PRETZEL COMPANIES) THAT ARE OCCUPYING FULL SERVICE FOOD TENANT SPACES MAY CONTINUE TO USE LIT SIGNAGE. REMOVE LIT SIGNS IF LIT SIGNS ARE NOT LED. REMOVE LIT SIGNS IF THEY EXCEED 38" H X 20' L. • REMOVE ALL ORNAMENTS AND/OR WALLPAPER ON UPPER OR LOWER BULKHEAD AND LOWER WALLS • LIT SIGNAGE CAN HAVE THE TENANT BRANDED BULKHEAD WITH THE EXCEPTION OF WALMART BLUE OR KNOCKOUT ORANGE. USE OF WALMART BLUE AND KNOCKOUT ORANGE ACCENTS WILL REQUIRE APPROVAL BY WALMART SERVICES. IF SUBWAY BULKHEAD IS NOT GREEN, PAINT BULKHEAD SUBWAY BRAND “GREEN” P13 SW# 6454 'SHAMROCK”• IF BACKER PANEL IS BEING USED FOR SIGNAGE IT WILL BE CHANGED TO BLACK.• PATCH, REPAIR AND PAINT BULKHEAD WALL AT REMOVED ELECTRICAL, WALLPAPER AND/OR ORNAMENTATION TO MATCH ADJACENT CONSTRUCTION AND FINISHES. THE ELECTRICAL FOR REMOVED LIT SIGNS TO BE TERMINATED BACK TO NEAREST JUNCTION BOX.WALMART OWNED TENANT SIGNS AND ORNAMENTS ARE TO BE RETURNED TO THE FIELD PROJECT SUPERVISOR. THIRD-PARTY TENANT SIGNS AND ORNAMENTS AE TO BE RETURNED TO HE TENANT IF A THIRD-PARTY TENANT REQUESTS THEIR SIGN, WALLPAPER OR ORNAMENTATION NOT BE REMOVED, CONTACT THE WALMART CONSTRUCTION MANAGERISSUE BLOCK1 REV #1 03/01/192 ADD #1 03/18/193 CCD #1 04/15/19 3/32" = 1'-0"6CUSTOMER SERVICEINTERIOR ELEVATION 3/32" = 1'-0"4INTERIOR ELEVATION 1/8" = 1'-0"3PICKUP CHECK-IN ENLARGED PLAN111111111223 5'-0" DIAMETERTURNAROUND5'-0" DIAMETERTURNAROUND5'-0" DIAMETERTURNAROUND5'-0" DIAMETERTURNAROUND5'-0" DIAMETERTURNAROUNDHC60"x59" CLEAR AND LEVEL FLOOR SPACE60"x59" CLEAR AND LEVEL FLOOR SPACEHC48" MANEUVERING SPACEHC30"x48" CLEAR AND LEVEL FLOOR SPACE48" MANEUVERING SPACEHC30"x48" CLEAR AND LEVEL FLOOR SPACEHCCUSTOMER MEN111CUSTOMERWOMEN11230"x48" CLEAR AND LEVEL FLOOR SPACEHC30"x48" CLEAR AND LEVEL FLOOR SPACEALCOVE113INSTALL NEWPARTITION DOORS AS SHOWNINSTALL NEWPARTITION DOORS AS SHOWN15.0210.09(TYP OF 3)10.11(TYP OF 4)NEW CHILDLAVATORY,REF MEP.15.021'-7 1/2"10.11(TYP OF 4)10.09(TYP OF 3)NEW CHILDLAVATORY,REF MEP.1'-6 3/4"5-A5.15-A5.1OH10.2610.262 8 " X 5 8 "D O O R 2 8 " X 5 8 "D O O R 3 4 " X 5 8 "D O O R 3 6 " X 5 8 "D O O R36" X 58"DOOR28" X 58"DOOR10.153A5.1_______3A5.1_______10.4210.4213'-4 1/2"19'-2 3/4"10.3510.3510.3510.3510.1310.1310.1310.1310.1310.133'-1"30"x48" CLEAR AND LEVEL FLOOR SPACEHC48" MANEUVERING SPACE30"x48" CLEAR AND LEVEL FLOOR SPACEHC30"x48" CLEAR AND LEVEL FLOOR SPACEHCHCHC48" MANEUVERING SPACECUSTOMER MEN165CUSTOMERWOMEN166ALCOVE164HCINSTALL NEWPARTITION DOOR AS SHOWNINSTALL NEWPARTITION DOOR AS SHOWN60"x59" CLEAR AND LEVEL FLOOR SPACE60"x59" CLEAR AND LEVEL FLOOR SPACE15.02NEW CHILDLAVATORY,REF MEP.10.09(TYP OF 3)10.11(TYP OF 3)10.2615.0210.0910.11(TYP OF 3)(TYP OF 3)NEW CHILDLAVATORY,REF MEP.5-A5.15-A5.1SIMSIM, OH10.1526" X 58"DOOR36" X 58"DOOR34" X 58"DOOR3A5.1_______3A5.1_______10.1310.13165A166A10.3510.352'-8"60"x59" CLEAR AND LEVEL FLOOR SPACE30"x48" CLEAR AND LEVEL FLOOR SPACEHCHC10.2610.07FAMILY TOILET16710.03167A10.1110.09SHEET NOTES1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF FINISH UNO.2. REF SHEET A8 FOR SCHEDULE FINISH KEY 3. REMOVE ANY EXISTING SEALANT AND PROVIDE A CONTINUOUS BEAD OF SEALANT IN THE FOLLOWING LOCATIONS:• PERIMETER OF ALL TOILETS AND URINALS TO WALLS AND FLOORS• PERIMETER OF SINK TO WALL• PERIMETER OF MIRRORS TO WALL• PERIMETER OF DIAPER CHANGING TABLE TO WALL4. ORDER ENTIRE RESTROOM PACKAGE OF MATERIALS FROM THE VENDOR LISTED IN THE SPECIFICATIONS. SUBSTITUTIONS ARE NOT ALLOWED.5. FOR ALL TOILET PARTITIONS TO REMAIN, REPLACE ALL PARTITION DOOR HINGES AND LATCHES. TOILET PARTITION LATCHES SHALL BE SURFACE MOUNTED SLIDE TYPE. EXISTING PARTITION DOORS WITH INTERNAL LATCHES ARE TO BE REPLACED AND SURFACE MOUNTED LATCHES INSTALLED.6. REPLACE ALL TOILET SEATS THROUGHOUT THE STORE BOTH PUBLIC AND ASSOCIATE RESTROOMS. BEMIS MODEL 1055SSC, MAINLINE ML 10552SSC.FIXTURE HEIGHTS AND CLEARANCESINSULATE WATER LINES AND DRAINAT SINGLE LAVATORIES WHEN SCALD GUARD NOT SCHEDULED(4.19-ANSI A117.1)STANDARD/ACCESSIBLELAVATORYSTANDARDURINAL14" ELONGATED LIPACCESSIBLEURINALELECTRIC WATERCOOLERSCOMBINATIONSINGLEACCESSIBLEHCCOMPLY WITH THIS CHART, ANSI A117.1, AND ADA STANDARDS FOR ACCESSIBLE DESIGN - REGULATION REFERENCED IN PARENTHESIS PROVIDE MATCHINGAPRON ON UPPERUNITCOAT HOOKDIAPERCHANGINGTABLEURINALSCREENS1'-11 5/8"AFF3'-11"4'-0"1'-0"RIM15"RIM34"CLEAR29"BO GLASS40"38" - 43"HEIGHT36" MAXORIFICE27"27"HEIGHT36" MAXORIFICESOAP DISPENSERDISPENSER46" TOELECTRICHAND DRYER3'-3 5/8"(RECESSED)KNEE CLR8" MINTOE CLR6" MAX1'-9"CLR9" MINMAX RIM2'-10"ACCESSIBLE LAVATORY CLEARANCENOTE: INSTALLPLYWOODBACKING IFEXISTINGCONDITION DOESNOT MEET SINKMANUFACTURERSPECS.FINISH FLOORMULTIPLE-STATION LAVATORYSOAPDISPENSERCENTER MIRROR OVERLAVATORY VERIFY SOAPDISPENSER SIZE BEFOREINSTALLING MIRRORBO GLASS30"RIM24"AT HC UNIT34" RIMBO GLASS40"TO CONTROLS46"AFFINSTALL PLYWOOD BACKING(4.18-ANSI A117.1)2'-3" MINELECTRICHAND DRYER(SURFACE MOUNTED)4'-1"SANITARY NAPKIN DISPOSALMIN1'-0"FINISH FLOORRIM24"111, 112, 165, 166, 167 (CUSTOMER AND FAMILY RESTROOMS)GENERAL• ALL FINISHES ARE EXISTING TO REMAIN, EXCEPT AS NOTED BELOW.• CLEAN FLOOR, WALL FINISH, CEILING, PLUMBING FIXTURES, TOILET ACCESSORIES, PARTITIONS, AND HARDWARE TO LIKE-NEW CONDITION. REF SPEC 01740. COORDINATE WITH STORE MANAGEMENT FOR SIGN-OFF AFTER RESTROOMS HAVE BEEN CLEANED. INCLUDE AIRPORT ENTRY OR ALCOVE WHEN FINISHES ARE CONTINUOUS.WALLS• GYP BD: PAINT WALLS P131.FLOOR• CERAMIC TILE: EXISTING TO REMAIN.CEILING• PAINT CEILING P131.113, 164 ALCOVESWALLS• GYP BD: PAINT WALLS P131.FLOOR• CERAMIC TILE AT 113 ALCOVE: EXISTING TO REMAIN.• VCT AT 164 ALCOVE: EXISTING TO REMAIN.CEILING• PAINT CEILING P131.BY WIDTH OF SINKSEXISTING METAL STUDSSOLID SURFACE LAVATORYMIRRORSOUND BATT INSULATIONINSTALL LAVATORY MOUNTINGBRACKETS DIRECTLY TO 3/4"PLYWOOD PRIOR TO TILEINSTALLATION. TRIM TILETIGHT TO BRACKETS. CAULKWATERTIGHT.3/4" PLYWOOD BLOCKING2'-3"10"WALL TILE ON 1/4" CEMENTBOARD ON 1/2" PLYWOODAPRON1/2" CEMENT BOARD IN LIEUOF 1/2" PLYWOOD FOR BOTTOM 6" OF WALLCOVE TILE BASEFLOOR TILERIM HEIGHTMIRROR HEIGHTREF 5 - A5.1REF 5 - A5.1RIM HEIGHTSOLID SURFACE CHILD LAVATORYREF 5 - A5.1MIRROR HEIGHTREF 5 - A5.1ACCESSIBLESTALLNAPKINDISPOSALWHERESHOWN ONPLAN18" GRABBAR3'-3"CLEAR1 1/2" MIN3'-3"5 1/2"WALL FINISH NOTSHOWN FOR CLARITYNOTE: THIS ELEVATION IS REPRESENTATIVE OF TYPICAL FIXTURE MOUNTING HEIGHTS AND CLEARANCES. REFER TO PLAN FOR FIXTURES TO BE INSTALLED.345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).1/19/2019 1:34:17 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtA5.1RESTROOMPLANS ANDDETAILSGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYJEHGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYKEYNOTES10.03ELECTRIC HAND DRYER10.07SANITARY NAPKIN DISPOSAL10.09SOAP DISPENSER10.11MIRROR10.13TOILET COMPARTMENTS(REF SPECS FOR TYPEAND HEIGHT)10.15URINAL SCREEN(REF SPECS FOR TYPE ANDHEIGHT) WITH FULL LENGTH ANGLE MOUNTINGBRACKETS10.26COAT HOOK (INSTALL PLYWOOD BACKING)10.35ELECTRIC HAND DRYER (RECESSED)10.42SEMI-RECESSED PAPER TOWEL DISPENSER15.02WALL MOUNTED LAVATORY, REF MECHCUSTOMER RESTROOM FIXTURE SCHEDULEMARK ROOM NAME111 CUSTOMER MENTHICKNESS OF PARTITION PILASTERS 1-1/4"TYPE OF LATCH ON PARTITION DOORS SURFACE MOUNTEDTYPE OF WATER CLOSET TANKLESS FLUSH VALVENUMBER OF 18" WIDE MIRRORS 4DIAPER DISPENSER INFILL PLATE 1LINER DISPENSER INFILL PLATE 1112 CUSTOMER WOMENTHICKNESS OF PARTITION PILASTERS 1-1/4"TYPE OF LATCH ON PARTITION DOORS SURFACE MOUNTEDTYPE OF WATER CLOSET TANKLESS FLUSH VALVENUMBER OF 18" WIDE MIRRORS 4DIAPER DISPENSER INFILL PLATE 1LINER DISPENSER NFILL PLATE 1SANITARY NAPKIN DISPENSER INFILLPLATE1165 CUSTOMER MENTHICKNESS OF PARTITION PILASTERS 1-1/4"TYPE OF LATCH ON PARTITION DOORS SURFACE MOUNTEDTYPE OF WATER CLOSET TANKLESS FLUSH VALVENUMBER OF 18" WIDE MIRRORS 3DIAPER DISPENSER INFILL PLATE 1LINER DISPENSER INFILL PLATE 1166 CUSTOMER WOMENTHICKNESS OF PARTITION PILASTERS 1-1/4"TYPE OF LATCH ON PARTITION DOORS SURFACE MOUNTEDTYPE OF WATER CLOSET TANKLESS FLUSH VALVENUMBER OF 18" WIDE MIRRORS 3DIAPER DISPENSER INFILL PLATE 1LINER DISPENSER INFILL PLATE 1SANITARY NAPKIN DISPENSER INFILLPLATE1167 FAMILYTHICKNESS OF PARTITION PILASTERS 1-1/4"TYPE OF LATCH ON PARTITION DOORS SURFACE MOUNTEDTYPE OF WATER CLOSET TANKLESS FLUSH VALVENUMBER OF 24" WIDE MIRRORS 1DIAPER DISPENSER INFILL PLATE 1LINER DISPENSER INFILL PLATE 1601 TOILETNUMBER OF 24" WIDE MIRRORS 1TYPE OF WATER CLOSET TANKLESS FLUSH VALVE 3/8" = 1'-0"1CUSTOMER FRONT RESTROOM 3/8" = 1'-0"2CUSTOMER REAR RESTROOMREMOVE ALL PLACARD SIGNAGE ASSOCIATED WITH LIT SIGN "RESTROOM NEEDS CLEANING" SWITCH. PATCH AND REPAIR WALL AS REQUIRED FOR NEW FINISHES. 3/8" = 1'-0"4FAMILY RESTROOMFLOOR PLANNOTE: INFORMATION CONTAINED IN THIS SCHEDULE IS FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ACTUAL CONDITIONS, MATERIALS AND DIMENSIONS NECESSARY FOR REPLACEMENT, INSTALLATION OR REFURBISHING. 1/4" = 1'-0"5FIXTURE HEIGHTS AND CLEARANCES 1 1/2" = 1'-0"3SECTION AT LAVATORYISSUE BLOCK 1/2" = 1'-0"6ENLARGED STALL ELEVATION CUSTOMER MENCUSTOMERWOMENALCOVEREMOVE EXISTINGLAVATORY SHOWNDASHED, PATCH ANDREPAIR WALLFINISHES AS REQUIREDTO MATCH ADJACENT. REF MEP.REMOVE EXISTING MIRRORS AND SOAP DISPENSERS, SHOWN DASHED, TYP. PATCH AND REPAIR WALL FINISHES ASREQUIRED TO MATCH ADJACENT.REMOVE EXISTING CHILDSAFETY SEAT, SHOWN DASHED.PATCH AND REPAIR WALL FINISHES AS REQUIRED TO MATCH ADJACENT.REMOVE EXISTING PARTITIONDOORS SHOWN DASHED.REMOVE EXISTING COAT HOOK SHOWNDASHED.REMOVE EXISTING DIAPERDISPENSER, DISPOSAL, AND LINER DISPENSER SHOWN DASHED.PATCH AND REPAIRWALL FINISHES AS REQUIREDTO MATCH ADJACENT.INSTALL STAINLESS STEELINFILL PLATE AS REQUIRED.REF SPEC SECTION 10810.REMOVE EXISTINGPARTITION SHOWNDASHED.REMOVE EXISTINGPARTITION DOORSHOWN DASHED.REMOVE EXISTING COAT HOOK SHOWNDASHED.REMOVE EXISTING DIAPERDISPENSER, DISPOSAL, AND LINER DISPENSER SHOWN DASHED.PATCH AND REPAIRWALL FINISHES AS REQUIREDTO MATCH ADJACENT.INSTALL STAINLESS STEELINFILL PLATE AS REQUIRED.REF SPEC SECTION 10810.REMOVE EXISTINGLAVATORY SHOWNDASHED, PATCH ANDREPAIR WALLFINISHES AS REQUIREDTO MATCH ADJACENT. REF MEP.REMOVE EXISTING SANITARYNAPKIN DISPESNERSHOWN DASHED.PATCH AND REPAIRWALL FINISHES AS REQUIREDTO MATCH ADJACENT.INSTALL STAINLESS STEELINFILL PLATE AS REQUIRED.REF SPEC SECTION 10810.REMOVE EXISTING MIRRORS AND SOAP DISPENSERS SHOWNDASHED, TYP.PATCH AND REPAIRWALL FINISHES ASREQUIRED TO MATCHADJACENT.REMOVE EXISTINGPARTITION SHOWN DASHED.REMOVE EXISTING PAPER TOWEL DISPENSER AND RECESSED DISPOSAL, SHOWN DASHED. ON PORTION OF WALL NOT COVERED BY NEW HAND DRYER, INSTALL STAINLESS STEEL INFILL PLATE AS REQUIRED. REF SPEC SECTION 10810.REMOVE EXISTING PAPER TOWEL DISPENSER AND RECESSED DISPOSAL, SHOWN DASHED. ON PORTION OF WALL NOT COVERED BY NEW HAND DRYER, INSTALL STAINLESS STEEL INFILL PLATE AS REQUIRED. REF SPEC SECTION 10810.REMOVE EXISTING PAPER TOWEL DISPENSER AND RECESSED DISPOSAL, SHOWN DASHED. ON PORTION OF WALL NOT COVERED BY NEW HAND DRYER, INSTALL STAINLESS STEEL INFILL PLATE AS REQUIRED. REF SPEC SECTION 10810.REMOVE EXISTING PAPER TOWEL DISPENSER AND RECESSED DISPOSAL, SHOWN DASHED. ON PORTION OF WALL NOT COVERED BY NEW HAND DRYER, INSTALL STAINLESS STEEL INFILL PLATE AS REQUIRED. REF SPEC SECTION 10810.REMOVE EXISTING CHILDSAFETY SEAT, SHOWN DASHED.PATCH AND REPAIR WALL FINISHES AS REQUIRED TO MATCH ADJACENT.CUSTOMERWOMENCUSTOMER MENALCOVEREMOVE EXISTINGLAVATORY SHOWNDASHED, PATCH ANDREPAIR WALLFINISHES AS REQUIREDTO MATCH ADJACENT. REF MEP.REMOVE EXISTING MIRRORS AND SOAP DISPENSERS SHOWNDASHED, TYP.PATCH AND REPAIRWALL FINISHES ASREQUIRED TO MATCHADJACENT.REMOVE EXISTINGLAVATORY SHOWNDASHED, PATCH ANDREPAIR WALLFINISHES AS REQUIREDTO MATCH ADJACENT. REF MEP.REMOVE EXISTING MIRRORS AND SOAP DISPENSERS SHOWNDASHED, TYP.PATCH AND REPAIRWALL FINISHES ASREQUIRED TO MATCHADJACENT.REMOVE EXISTING COAT HOOK SHOWNDASHED.REMOVE EXISTINGPARTITION DOORSHOWN DASHED.REMOVE EXISTING CHILDSAFETY SEATSHOWN DASHED.PATCH AND REPAIRWALL FINISHES ASREQUIRED TO MATCHADJACENT.REMOVE EXISTING CHILDSAFETY SEATSHOWN DASHED.PATCH AND REPAIRWALL FINISHES ASREQUIRED TO MATCHADJACENT.REMOVE EXISTINGPARTITION DOORSHOWN DASHED.REMOVE EXISTINGPARTITION SHOWNDASHED.REMOVE EXISTING DIAPERDISPENSER, DISPOSAL, AND LINER DISPENSER SHOWN DASHED. INSTALL STAINLESS STEEL INFILL PLATE AS REQUIRED. REF SPEC SECTION 10810.REMOVE EXISTING DIAPER DISPENSER, DISPOSAL, LINER DISPENSER, AND SANITARY NAPKIN DISPENSER, SHOWN DASHED. INSTALL STAINLESS STEEL INFILL PLATE AS REQUIRED. REF SPEC SECTION 10810.REMOVE EXISTING PAPER TOWEL DISPENSER AND RECESSEDDISPOSAL, SHOWN DASHED. ON PORTION OF WALL NOT COVERED BY NEW HAND DRYER, INSTALL STAINLESS STEEL INFILL PLATE AS REQUIRED. REF SPEC SECTION 10810.REMOVE EXISTING PAPER TOWEL DISPENSER AND RECESSEDDISPOSAL, SHOWN DASHED. ON PORTION OF WALL NOT COVERED BY NEW HAND DRYER, INSTALL STAINLESS STEEL INFILL PLATE AS REQUIRED. REF SPEC SECTION 10810.FAMILY TOILETREMOVE EXISTING DIAPERDISPENSER AND LINER DISPENSER SHOWN DASHED.PATCH AND REPAIRWALL FINISHES AS REQUIREDTO MATCH ADJACENT.INSTALL STAINLESS STEELINFILL PLATE AS REQUIRED.REF SPEC SECTION 10810.REMOVE EXISTING COAT HOOK SHOWNDASHED.REMOVE EXISTING CHILD TOILET. PATCH AND REPAIRFLOORING AS REQUIRED TO MATCH ADJACENT. REF MEP.REMOVE EXISTING ELECTRIC HAND DRYERREMOVE EXISTING MIRRORREMOVE EXISTING TOILET PAPER DISPENSER. PATCH AND REPAIRWALL AS REQUIRED TO MATCH ADJACENT.REPLACE EXISTING LAVATORY PIPE PROTECTION (BELOW).DEMOLITION LEGENDEXISTING TO REMAINDEMOLISH/REMOVE/RELOCATE345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).1/19/2019 1:34:23 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtA5.2RESTROOMDEMOLITIONPLANSGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYJEHGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 3/8" = 1'-0"1CUSTOMER FRONT RESTROOM 3/8" = 1'-0"2CUSTOMER REAR RESTROOM 3/8" = 1'-0"3FAMILY RESTROOM FLOOR PLANISSUE BLOCK GRID LEGENDBLOCKFIXTURE #BLOCK NAME1ST SAP ARTICLE #SAP ARTICLE DESCRIPTION2ND SAP ARTICLE # SAP ARTCILE DESCRIPTION100625318D82 SCOWIRE MERCH SGL BAGSCO_1BAG_GRIDSHELF_L100625318 D82 SCOWIRE MERCH SGL BAGSCO_1BAG_GRIDSHELF_L_2LEG100625318 D82 SCOWIRE MERCH SGL BAGSCO_1BAG_GRIDSHELF_R100625318 D82 SCOWIRE MERCH SGL BAGSCO_1BAG_GRIDSHELF_R_2LEG100625360 D82 SCOWIRE MERCH SGL BAGSCO_2BAG_GRIDSHELF_LD82 SCOWIRE MERCH SGL BAGSCO_2BAG_GRIDSHELF_L_2LEGD82 SCOWIRE MERCH SGL BAGSCO_2BAG_GRIDSHELF_RD82 SCOWIRE MERCH SGL BAGSCO_2BAG_GRIDSHELF_R_2LEG100627735SCO_GRID_30100627735SCO_GRID_30L_LEG100627735SCO_GRID_30R_LEG100631063SCO_GRID_51LSCO_GRID_51L_LEGSCO_GRID_51R_LEG100627783SCO_GRIDSHELF_30L100627715SCO_GRIDSHELF_30L_LEGSCO_GRIDSHELF_30RSCO_GRIDSHELF_30R_LEGSCO_1BAG_GRIDSHELF_LSCO_GRIDSHELF_48L_LEG100627639 48 IN SHELF BRIDGE KITSCO_GRIDSHELF_48R100627782 48 IN ANCHORED SHELF KITSCO_GRIDSHELF_48R_LEG100634549 36 IN SPACERSCO_GRID_36100627800 Corner Kit1-L1-L2-L2-L1-R1-R2-R2-R3-L3-L4-L4-L3-R3-R4-R4-R555-L5-L5-R5-R666-L6-L6-R6-R7-L7-L8-L8-L7-R7-R8-R8-R9-L9-L10-L10-L9-R9-R10-R10-R1111CORNER KIT(Angle Iron for Bullpen Corners)10062536010062536010062536010063106310063106310062778310062771510062763910062778248 IN SHELF BRIDGE KIT48 IN ANCHORED SHELF KIT30 IN SHELF BRIDGE KIT30 IN ANCHORED SHELF KIT30 IN SHELF BRIDGE KIT30 IN ANCHORED SHELF KIT51 IN SPACER30 IN SPACER100627736100627736100627736100627736100627736100627736100627736100627736LEG KITLEG KITLEG KITLEG KITLEG KITLEG KITLEG KITLEG KITB.61-L7-R1-L7-R1-L10-L2-L8-R2-R7-L1-R7-L1-R7-L1-RGRID WALL FURNISHED BY WALMART AND INSTALLED BY GC. REFERENCE MANUFACTURERS INSTALLATION MANUAL.5511" 28'-1"1'-1"20'-11"31'-11"3'-5"B.68.58-RGRID WALL FURNISHED BY WALMART AND INSTALLED BY GC. REFERENCE MANUFACTURERS INSTALLATION MANUAL.17'-8"4'-1"30'-11"3'-2"28'-3"1'-9"2-R7-L1-R7-L1-R10-L8-L9-L2-L8-R3-L7-R3-L345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).3/18/2019 4:16:22 PMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtA5.4ENLARGEDPLANS ANDDETAILSDGM18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYISSUE BLOCK1 ADD #1 03/18/191 3/16" = 1'-0"1GR ENLARGED CHECKOUT PLAN 3/16" = 1'-0"2GM ENLARGED CHECKOUT PLAN SSL SSL35678_______A5.14_______A5.12_______BR11EDC-1UPS153ASSISTANTMANAGER177_______A62HJHALLWAY1614BACK OFFICEHALLWAY157HALLWAY162HALLWAY176ALCOVE128SPARK ROOM171UPC155STORAGESPRINKLERJANITOR1589.90NEW DROP-FRONTMOP SINK, REF MEP.10.4410.4410.44SITE TO STORE163NEWMOP SINK,REF MEP.P131P131128A162E161DINSTALL (2) COAT AND (1) BOOTGONDOLA AS SHOWN. COORDINATEWITH WMCM. REF THE FX SHEETS.9.901'-5"NEW EYEWASH STATION, REF MEP.ŘRELOCATED EXISTINGRACKS. REF THE FX SHEETS.4'-0"8"5'-0 1/2"NEW SSL RACKS.REF THE FX SHEETS.RELOCATED EXISTINGSODA (3), AND RELOCATEDEXISTING VENDING (1). COORD.WITH WMCM.EXISTING EYEWASHTO REMAIN.RELOCATED EXISTINGRACK. REF THE FX SHEETS.NEW BOLLARDS,REF 9-A3.8.168.16RE-SECURE EXISTING BOLLARDS, TYP. 5'-0"NEW 6 FT SERVICE DESK, OWNER FURNISHED, CONTRACTOR INSTALLED. 1'-2 1/2"_______A65_______A65PARTITION WALLATTACH CONTINUOUS 1X6 WOOD BLOCKING TO EACH STUD WITH (2) #14 TEK SCREWS AND ANCHOR LOCKERS TO BLOCKING WITH (4) LAG SCREWS PER LOCKER UNIT3'-4"PARTITION WALL153 UPS, 155 UPC, 171 SPARK ROOM, 173 PERSONNEL, 177 ASSISTANT MANAGERWALLS• PAINT ALL WALLS P131 IF ANY ARE DAMAGED AND REQUIRE REPAIR. IF NO REPAIR IS REQUIRED, DO NOT PAINT. MINOR IMPERFECTIONS AND SCUFFS ARE ACCEPTABLE AND DO NOT REQUIRE REPAIR OR REPAINTING.FLOOR• VCT: PIECE REPLACE VCT AS DIRECTED BY CM. • EXPOSED CONCRETE: ETR. CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE. CLEAN CEILING TILES, GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.163 SITE TO STOREWALLS• ALCOVE: PAINT ALL WALLS P131 "WHITE FLOUR" WITH PS7 WAINSCOT. PAINT DEMISING WALL ON SALES FLOOR P131 WITH PS7 WAINSCOT AND DB5 BASE. REF 3-A3.FLOOR• VCT: PIECE REPLACE VCT AS DIRECTED BY CM TO MATCH EXISTING.CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE. CLEAN GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.172 TRAINING, 173 PERSONNEL, 174 CBLWALLS• REF 2-A6.FLOOR• VCT: NEW VCT9 FLOORING.CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE. CLEAN CEILING TILES, GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.MILLWORK• ALL COUNTERTOPS: NEW LAMINATE ON EXISTING SUBSTRATE WITH NEW SEALED HARDWOOD EDGE TRIM TO MATCH EXISTING. PAINT ALL COUNTER SUPPORTS AND ENSURE COUNTER SUPPORTS AT CBL COUNTER ARE 36" OC MAX AND AT TRAINING MANAGER COUNTER ARE 48" OC MAX.TRAINING172PERSONNEL173P131PS1DB5P131PS1PS1DB5DB5P76DB5P131P131P131CBL1745A9_______5A9_______5A9_______P1316.276.276.27173AP131PS1DB56.27158 JANITORWALLS• INSTALL / REPLACE FRP ON ALL WALLS TO 8'-0" AFF. • INSTALL AND SEAL DB10 BASE TO FLOOR AT BOTTOM AND TO FRP AT TOP.157 BACK OFFICE HALLWAY, 161 HALLWAY, 162 HALLWAY, 176 HALLWAYWALLS• PAINT ALL WALLS P131 AND REPLACE DAMAGED BASE. PAINT PLYWOOD AND WOOD BASE P164 TO 4'-0" AFF WHERE EXISTING. FOR CORRIDORS/HALLWAYS REF 1-A6 FOR PAINT EXTENTS.• DO NOT PAINT ANY WALL SURFACES THAT HAVE NOT BEEN PREVIOUSLY PAINTED.FLOOR• EXPOSED CONCRETE: ETRCEILING• OPEN TO STRUCTURE: CLEAN JOISTS, JOIST GIRDERS, DECKING, CONDUIT, SPRINKLER PIPES, AIR GRILLES/DIFFUSERS, AND SECURITY GLOBES.128 ALCOVEWALLS• PAINT WALLS P131 FULL HEIGHT WHERE OPEN TO STRUCTURE. PAINT PLYWOOD AND WOOD BASE P164 WHERE EXISTING.FLOOR• EXPOSED CONCRETE: ETRCEILING• OPEN TO STRUCTURE: CLEAN AND PAINT EXPOSED HVAC DUCT WORK AND PLENUMS TO MATCH PAINTED STRUCTURE UNLESS GALVANIZED OR UNPAINTED.GENERAL• INSTALL BOLLARDS ON LATCH SIDE OF HOLD-OPEN DOORS IF NOT EXISTING. REF 10-A3.DAACAADCAAAC10'-3"9'-8"13'-4"OWNER FURNISHED, GC INSTALLED PRE-MANUFACTURED WALL SYSTEMCOLOR PHASER OWNER FURNISHED, GC INSTALLED PRE-MANUFACTURED CABINETS OWNER FURNISHED, AND INSTALLED EQUIPMENT SHOWN DASHED, TYPWIDE FORMAT PRINTERPREMANUFACTURED WALL SCHEDULEA4'-0" LONG WALL PANEL ASSEMBLY.B2'-0" LONG WALL PANEL ASSEMBLY.CCORNER ASSEMBLY.D1'-0" LONG WALL PANEL ASSEMBLY.ACCORDION DOOR TO REMAINSTEEL BOLLARD TO REMAINWOOD BASE BELOW TO REMAINPLYWOOD WAINSCOTTO REMAINEXISTING METALSTUDSEXISTING METALSTUDSFLOATING JAMB STOPS TO REMAININSTALL 3/4" PLYWOOD FLOOR TO TOP OF POCKET. PAINT TO MATCH ADJACENT WALL345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).4/15/2019 11:14:22 AMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtA6REAR OFFICEPLANGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYJEH,DGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1/8" = 1'-0"1REAR OFFICE FLOOR PLANKEYNOTES6.2748" HIGH WAINSCOT WITH OUTSIDE CORNERTRIM8.16PROVIDE EDC DOOR FROM EDC CAGEMANUFACTURER9.90FLOOR STRIPES. REF N1 FOR STRIPINGCONDITIONS.10.44PROVIDE TACTILE "EXIT" SIGN. REF N1. 3/4" = 1'-0"3LOCKER ANCHORAGE 3/8" = 1'-0"2ENLARGED TRAINING ROOM FLOOR PLANISSUE BLOCK1 REV #1 03/01/192 ADD #1 03/18/193 CCD #1 04/15/191111 3/8" = 1'-0"4ENLARGED PHOTO LAB PLAN1222 1" = 1'-0"5JAMB AT WON DOOR223 PARTITION TYPESAMETAL STUDSWHERE NO CEILING IS INDICATED ANDAT RATED WALLS,CONTINUE GYPSUM BOARD TO DECK UNOUSE 5/8" WATERRESISTANTGYPSUM BOARDAT WET AREASREFERENCE SIDEOPPOSITE SIDEDD1/2" GYPSUM BOARDMETAL STUDSWHERE NO CEILINGIS INDICATEDCONTINUEGYPSUM BOARD TO DECK UNO1/2" PLYWOOD TO 48" AFF1/2" GLASS-MAT BACKER BEHIND TILEPARTITION NOTES1. STUDS CONTINUE TO DECK UNO. REF CAPTURE TRACK DETAILS.2. USE 1/2" GYPSUM BOARD ON NON-RATED PARTITIONS UNO.3. USE 5/8" TYPE X GYPSUM BOARD ON FIRE RATED PARTITIONS.4. CONTINUE FINISH MATERIAL TO A MINIMUM OF 4" ABOVE SUSPENDED CEILING SYSTEMS UNO.5. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO DECK UNO. MAINTAIN CLEARANCE BELOW STRUCTURE PER CAPTURE TRACK DETAILS6. STUD PARTITIONS REQUIRING A FIRE RATING OF ONE HOUR SHALL COMPLY WITH UL#U419, UL#U465 OR UL#U442. MASONRY PARTITIONS REQUIRING ONE HOUR FIRE RATING SHALL COMPLY WITH UL#U905.7. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER TO BE 14'-9"8. REF SPECIFICATIONS FOR LATERAL BRACING OF STUD PARTITIONS.9. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING ABOVE THE CEILING FOR INTERIOR WALL STUDS THAT DO NOT GO TO DECK. 10. USE GYPSUM BOARD BEHIND ALL FRP BOARD UNO.11. WHERE NO CEILING IS SCHEDULED, STOP 1/2" PLYWOOD SUBSTRATE AT 10'-0" AFF.12. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, CONCEALED SPACES BETWEEN STAIRWAY STRINGERS, PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHER LOCATIONS AS REQUIRED BY CODE.13. NOT USED.14. ON RESTROOMS WALLS RECEIVING PORCELAIN TILE, UPPER (PAINTED) PORTION IS TO BE WATER RESISTANT GYPSUM BOARD IN LIEU OF GLASS-MAT BACKER MATERIAL.15. WHEN MODIFYING OR BUILDING ANY NEW FIRE RATED PARTITIONS, ENSURE ALL PENETRATIONS AND JOINTS ARE SEALED IN ACCORDANCE WITH THE SPECIFICATIONS.16. PROPERLY SEAL ALL EXISTING PENETRATIONS IN EXISTING FIREWALLS TO ACHIEVE 1 HOUR RATING.17. WALLS WITH AN UNSUPPORTED LENGTH GREATER THAN THE LIMITS LISTED IN THE SPECIFICATIONS ARE TO BE BRACED ABOVE THE CEILING AND AT NO GREATER THAN THE MAXIMUM UNSUPPORTED LENGTHX-XXA312DETAIL:PLAN:PARTITION LEGENDNUMBER INDICATES STUDHEIGHTNO NUMBER INDICATESSTUD HEIGHT TO BOTTOMOF ROOF DECK TYPNUMBER INDICATESSTUD SIZE AS FOLLOWS: 6 - 6" METAL 8 - 8" CMU 12 - 12" CMUOPPOSITE SIDEREFERENCE SIDELETTER INDICATESPARTITION TYPEREF PLANS ANDSHEET A6 1 - 1 5/8" METAL 2 - 2 1/2" METAL 3 - 3 5/8" METALACOUSTICAL INSULATION FULL WALLTHICKNESS (NEW)CHAIN LINK FENCE (NEW)NON-RATED GYPSUM BOARD WALL (NEW)EXISTING COOLER/FREEZER WALLEXISTING PARTITION OR WALL TO REMAINEXISTING WALL TO BE DEMOLISHEDEXISTING 1 HOUR RATED GYPSUMBOARD TO REMAIN*REF SPECS FOR STUD GAUGE AND SPACING(NEW) 48" HIGH PLASTIC LAMINATE OR PROTECTIVE SURFACE WAINSCOT UNOPRE-MANUFACTURED WALL PANEL (NEW)SECTIONASECTIONBDETAILCDETAILDUP TO 4'-0"UP TO 10'-0"14'-0"18'-0"20'-0"24'-0"(2) C3 5/8x1 1/4"x20 GA(2) C6x1 5/8"x18 GA(2) C8x1 5/8"x18 GA(2) C8x1 5/8"x16 GA(2) C10x1 5/8"x16 GA(2) C12x1 5/8"x16 GA(2) C3 5/8x20 GA(2) C6x18 GA(2) C6x18 GA(2) C6x16 GA(2) C6x16 GA(2) C6x16 GAHEADERLENGTHHEADERMEMBERSHEADERTRACKSINTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULEMETAL STUD HEADER REF SCHED16 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMBMETAL STUD JAMB REF SCHEDMETAL STUD REFPLANS AND SECTIONS20 GA BOTTOM TRACKTOP TRACK REF SCHEDULESTUD HEADERS REF SCHEDULEFINISH AS INDICATEDBOTTOM TRACKREF SCHEDULE#10 TEK SCREWSAT 16" O.C. VERTHEADER ASSEMBLY REF SCHED16 GA TRACK WITH (3) #10TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMBSECTION-BSECTION-A(1) #10 TEK SCREW ATEACH VERTICAL STUDDOUBLE MTL STUD AT JAMBS REF SCHED(2) #10 TEKSCREWS AT 24" OC VERT16 GA TRACK TO TOP OF HEADERJAMBSTUDS(2) C3 5/8x1 1/4"x20 GA(2) C6x1 5/8"x18 GA(2) C6x1 5/8"x18 GA(2) C6x1 5/8"x16 GA(2) C6x1 5/8"x16 GA(2) C6x1 5/8"x16 GAFASTEN HEADER ASSEMBLY WITH (1) #10 TEK SCREW AT EACH FLANGE AND 12" OC FOR THE LENGTH OF THE HEADERNOTES:1. MAX WALL HEIGHT ABOVE HEADER ASSEMBLY IS 14'-9".2. SPLICING OF HEADER AND JAMB MEMBERS IS NOT PERMITTED.3. MAX SPAN FOR OPENINGS TO RECEIVE INFILL BELOW THE HEADER IS 19'-0".4. JAMBS NOT TO DECK ARE TO BE BRACED IN ACCORDANCE WITH THE PARTITION BRACING DETAILS. 3 5/8" JAMBS BEYOND 13'-4" ARE TO BE BRACED ABOVE THE OPENING AND SUCH THAT THE MAXIMUM UNBRACED LENGTH IS NOT EXCEEDED5. FRAMING MEMBERS ARE NOT SIZED FOR VERTICAL LOAD OTHER THAN THAT OF THE PORTION OF WALL ABOVE THE OPENING.(2) #10 TEK SCREWS EACH SIDE AT JAMBS(1) #10 TEK SCREW EACH SIDE. SPACE AT 24" OC16 GA DEEP LEG DEFLECTION TRACK. REF PARTITION DETAILSC6" x 1 5/8" x 18 GAUGE EACH SIDE OF JAMB. FASTEN TO TRACK WITH (2) #10 TEK SCREWS EACH SIDE. DO NOT ATTACH TO JAMB(2) 0.145 DIA. PAF'S AT 24" OCATTACH TO SLAB WITH (2) 0.145 DIA PAF'S AT BASE OF JAMB(1) #10 TEK SCREW EACH FLANGE OF EACH STUD20 GAUGE CONT STUD TRACKDETAIL-CDETAIL-DVARIESSCREW STUDCRIPPLE STUD CLEARANCE 1/4" - 3/8"STUDCAPTURETRACKGYPSUM BOARDCAPTURETRACKMETAL STUDSPARTITIONFLOOR TRACKINSTALL CONTROL JOINT AT LATCH SIDE ONLY ON SINGLE DOORSZINCCONTROLJOINT STRIPSTUD5/8" TYPE XGYPSUM BOARD5/8" GAP5/8" TYPE XGYPSUM BOARDB1 5/8" DRYWALLSCREWS AT 24" OCVERTICAL GYPSUM BOARDCONTROL JOINTREF SPECIFICATIONSGYPSUM BOARDVERTICAL GYPSUM BOARDCONTROL JOINTREF SPECIFICATIONSA1/2"1/2"BRACE TOADJACENTWALL ATCORNERWALL FINISHREF PARTITION TYPESMETAL STUDSAS SCHEDULED20 GAUGETOP TRACK20 GAUGECLIP ANGLEDIAGONAL 3 5/8"MTL STUD BRACINGAT 32" OC ASREQD TOSTABILIZE PARTITION4' - 0"MAXIMUM2" x 20 GAUGECONT METAL STRAPATTACH 16 GAUGE 6"DEEP LEG TRACK WITH#10x1" SCREWS FOR (2)ROWS AT 24" OC TOMETAL ROOF DECKSEAL AIR SPACE WITHEXPANDING FOAMMETAL ROOF DECKATTACHGYPSUMBOARD ATTOP ONLYJ-MOLD EDGEWALL FINISHREF PARTITION TYPESCUT GYP BOARD TOFIT WITHIN 3/8" OFBOTTOM OF ROOFDECK1"1"3"3"3"3"345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).1/19/2019 1:34:35 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtA6.1PARTITIONTYPES ANDWALLDETAILSGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1 1/2" = 1'-0"1HEADER CONNECTION DETAIL 12" = 1'-0"2CONTROL JOINT AT DOOR JAMB 1 1/2" = 1'-0"3GYPSUM BOARDCONTROL JOINT 1 1/2" = 1'-0"4PARTITION BRACING 1 1/2" = 1'-0"5NON-RATED CAPTURE TRACKISSUE BLOCK GENERAL FINISH NOTES1. PAINT ALL METAL DOOR FRAMES VISIBLE TO CUSTOMER (EXCEPT DOORS IN CMU WALLS) WITH EPOXY PAINT.2. PAINT ALL HM DOORS AND FRAMES LOCATED IN NEWLY PAINTED WALLS AS INDICATED: - DOORS AND FRAMES SHALL BE PAINTED P162 UNO- PAINT NEW DOORS P162 IF ADJACENT WALLS ARE UNFINISHED UNO3. AT ROOMS SCHEDULED TO RECEIVE NEW PAINT: OMIT PAINT AT WALLS CONCEALED BY HALF-GONDOLAS, WALL STANDARDS OR WAREHOUSE RACKING WITH PEG-BOARD BACKING. AT WALL STANDARDS, GONDOLAS AND WAREHOUSE RACKING WITHOUT PEG-BOARD BACKING, PAINT WALL TO BASE. 4. INSTALL MISSING CEILING TILES TO MATCH ADJACENT TILES IN ALL ROOMS WHERE LAY-IN CEILING TILE IS ETR.5. AT EXPOSED PAINTED STRUCTURE OR DECK, PAINT NEW CONDUIT, DUCTWORK AND FIRE SPRINKLER PIPING (FIRE SPRINKLER HEADS TO REMAIN UNPAINTED) TO MATCH ADJACENT STRUCTURE OR DECK.6. FOR PROTECTIVE WALL SURFACING WAINSCOT, INSTALL OUTSIDE CORNER TRIM, DO NOT INSTALL ON BLOCK WALLS, REFERENCE SPECIFICATIONS.7. WHEN PIECE REPLACING CEILING TILE GC TO MATCH NEW TILE TO ADJACENT SURROUNDING CEILING TILE.8. WHERE NEW PROTECTIVE SURFACING WAINSCOT IS TO BE INSTALLED, REMOVE EXISTING LAMINATE AND/OR FINISHES TO BASE SUBSTRATE PRIOR TO INSTALLATION OF NEW. INSTALLATION OF NEW PROTECTIVE SURFACING OVER EXISTING IS NOT ACCEPTABLE. NO EXCEPTIONS.9. PROPERLY SEAL ALL EXISTING AND NEW PENETRATIONS IN FIRE RATED WALLS TO MAINTAIN FIRE RATING.10. WHEN INSTALLING NEW OR REPLACING FRP, INSTALL NEW WALL BASE FULL WIDTH OF PANEL(S) TO MATCH EXISTING.11. PATCH AND REPAIR ALL GYPSUM BOARD WALLS AND CEILINGS PRIOR TO PAINTINGETREXISTING TO REMAINMATERIAL KEYMARKDESCRIPTIONACONCRETEBGLASS AND ALUMINUM FRAMECSMOOTH FACE CMUDSPLIT FACE CMUECHAIN LINKFEXPOSED STRUCTUREGGYPSUM BOARDHMETAL SOFFITLPLYWOODMORNAMENTAL FENCENCOOLER/FREEZER PANELTRANSLUCENT WALL PANELPJSHADE CLOTHFIBERGLASS ROOF PANELSQS1SECTIONALOVERHEADNARROW LITENFULL HEIGHTTRAFFICE5"x18"STEEL JAMBGUARDSCLEAR VIEWVISION PANEL2'-0" HIGHIMPACT BUMPERON EACH SIDEOF DOORFLUSHFHALF GLASSGAFF MAX3'-7"1'-8"6"5"3'-7"3'-6"3'-0"6"6"CAFETRAFFICYBRUSH OR GASKET AS SUPPLIED AT ENTIRE PERIMETERNOT USED G1USE SINGLE LEAF WHERE INDICATED ON PLAN112"2"2"HOLLOW METALALUMINUM LINKALSTEELSTLHOLLOW METAL-STEELHM-STLOM ORNAMENTAL METAL CHAIN LINKCL ALUMINUMALUM DESCRIPTIONMARK MATERIAL KEYACRYLICACRYLPLASTPLASTICSTEEL PIPESTL-PSTEEL BENT PLATESTL-BPTEMPEREDTEMPDOOR SCHEDULE NOTES1. INSTALL PRIVACY LOCK. REF SPEC. 2. NOT USED. 3. NOT USED.4. NOT USED.5. NOT USED.6. NOT USED.7. REPLACE ARMOR PLATE AND/OR KICKPLATE.8. NOT USED.9. NOT USED.10. INSTALL/REPLACE CONTINUOUS GEARED HINGE, REF SPEC.11. NOT USED.12. NOT USED.13. NOT USED.14. NOT USED.15. REPLACE WINDOW IN TRAFFIC DOOR.16. INSTALL/REPLACE FLEXIBLE STRIP CURTAIN.17. REPLACE BUMPERS ON TRAFFIC DOOR.18. METAL DOOR FRAMES VISIBLE TO CUSTOMER NOT IN EXTERIOR WALLS TO RECEIVE EPOXY PAINT.19. DOOR AND HARDWARE FURNISHED BY VENDOR, INSTALLED AND PAINTED (P162) BY GC. 20. REPLACE GASKETS IN TRAFFIC DOOR.21. NOT USED22. NOT USED.23. NOT USED24. NOT USED.25. NOT USED.26. NOT USED.27. FLEXIBLE TRAFFIC DOOR COLOR TO BE TAN. DO NOT PAINT STAINLESS STEEL FRAMES. 28. NOT USED29. NOT USED.30. PROVIDE VENDOR WITH FIELD VERIFIED DIMENSION OF CLEAR WIDTH AFTER REFRIGERATED CASES HAVE BEEN INSTALLED. DOOR COLOR TO BE BLACK.31. NOT USED.32. NOT USED.33. NOT USED.34. NOT USED. 35. NOT USED.GENERAL DOOR NOTES1. INSTALL/REPLACE ALL WEATHER STRIPPING AND GASKETS AT ALL EXTERIOR HOLLOW METAL DOORS. REF SPEC2. ALL DOORS SCHEDULED AS NEW ARE TO RECEIVE COMPLETE NEW HARDWARE SETS AS LISTED IN SPECIFICATIONS.3. AT INTERIOR HOLLOW METAL DOORS TO REMAIN, INSTALL/REPLACE REINFORCING PIVOT WHERE MISSING OR BROKEN. REF SPEC4. ALL UL RATED DOORS TO RECEIVE PAINT MUST HAVE UL LABELS IN PLAIN SIGHT AND BE LEGIBLE. IF EXISTING LABELS HAVE BEEN PAINTED OVER, TEST PAINT REMOVAL IN ONE LOCATION. IF PAINT REMOVAL DAMAGES UL LABEL, CONTACT CM FOR FURTHER DIRECTION. IF TEST UL LABEL IS NOT DAMAGED FROM PAINT REMOVAL, REMOVE PAINT FROM ALL UL LABELS.5. REFERENCE ELEVATIONS ON A2 FOR EXTERIOR DOOR COLORS6. SCHEDULED WIDTH AND HEIGHT INDICATE FINISHED OPENING SIZE AT ALL OVERHEAD AND COILING DOOR LOCATIONS7. SCHEDULED WIDTH AND HEIGHT INDICATE ROUGH OPENING SIZE AT ALL AUTOMATIC SLIDING DOOR LOCATIONS.8. INSTALL/REPLACE DRIP CAP AT ALL NEW EXTERIOR DOORS AND EXTERIOR DOORS TO BE REPLACED.9. INSTALL/REPLACE ALL MISSING OR DAMAGED DOOR SILENCERS.10. AT ALL DOORS IMMEDIATELY ADJACENT TO CUSTOMER AREAS, ADJUST EXISTING DOOR HARDWARE TO PROPER WORKING CONDITION.11. UNLESS NOTED OTHERWISE, GENERAL NOTES APPLY TO ALL DOORS IN THE STORE, NOT ONLY THOSE IN THE DOOR SCHEDULE. TYPICAL DISTANCE TOWALL AT HINGE SIDE ONLYUNONO STOP AT CASED OPENINGDOORWALLCONTINUOUS SEALANT,EACH SIDE.6"VARIESNO STOP ATCASED OPENINGDOORCONTINUOUS SEALANT,EACH SIDEVARIESBRUSH WITH ALUMINUM HOLDERON BOND BREAKER REF DOORSCHEDULE FOR LOCATIONSEXISTING ANGLEOVERHEAD DOORTRACKINTERIORINSIDE OVERHEAD DOOR MOUNT.EXTEND 1'-0" BEYOND DOOR.RETURN TO WALL AT ENDS. REFDOOR SCHEDULE FOR LOCATIONSVINYL WEATHER STRIPOVERHEAD DOORCONT SEALANTFLEXIBLE STRIP DOORS345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).3/18/2019 4:16:44 PMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtA8DOORSCHEDULEANDFINISHESGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGM, JEHGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYREF SPECIFICATIONS FOR EXACT COLORS REQUIREDFINISH KEYMARK FINISH COLOR DESC.ACT1 ACOUSTICAL CEILING TILE WHITE 24"x48"ACT2 ACOUSTICAL CEILING TILE WHITE 24"x48" VINYL FACED NON-PERFORATEDACT3 ACOUSTICAL CEILING TILE WHITE 24"x48"ACT4 ACOUSTICAL CEILING TILE WHITE 24"x48"ACTG ACOUSTICAL CEILING GRID WHITEB6 PLASTIC BASE BLACK 6"x1/4"B9 PLASTIC BASE BLACK 4"x1/4"B10 PLASTIC BASE OUTSIDE CORNER BLACKC1 CUSHION BACK TILE CARPETC3 CUSHION BACK TILE CARPET WALNUTCC CONCRETE CURBCT2 ENTRY TILE RED 12" x 24" x 3/8"CT43 PORCELAIN WALL TILE BEIGE 12" x 12" x 3/8"CT44 PORCELAIN FLOOR TILE GRAY 12" x 12" x 3/8"CT45 WALL TILE WHITE 4" x 8" x 3/8"CT47 WALL TILE BLUE 4" x 8" x 3/8"CT48 FLOOR TILE TAUPE GRADIENT 12" x 24" x 3/8"CT48A COVE BASE TAUPE GRADIENT 6" x 12" x 3/8"DB5 DURA-TUFF BASE BLACK 5"DB10 DURA-TUFF BASE BLACK 10"ETR EXISTING TO REMAINFRP1 FIBERGLASS REINFORCED PLASTIC WHITE FRP WALL PANELFRP2 FIBERGLASS REINFORCED PLASTIC BEIGE FRP WALL PANELFRP5 FIBERGLASS REINFORCED PLASTIC ALMOND FRP WALL PANELG1 GROUT DARK GRAYG2 GROUT DARK GRAYG3 GROUT LIGHT TANG4 GROUT GRAYG7 GROUT BROWNHRC1 HEAT RESISTANT COATING TO MATCH COPPER BROWN BY BERRIDGEHRC4 HEAT RESISTANT COATING MATCH SW#7019 "GAUNTLET GRAY"ICC INTEGRAL COLORED CONCRETE BROWNP3 PAINT "LOYAL BLUE" #6510P5 PAINT "SAFETY YELLOW" OSHA STANDARDP8 PAINT "PURE WHITE" # 7005P14 PAINT "GOLDENROD" # 6677P16 PAINT "SOFTWARE" #7074P21 PAINT "SAFETY RED" #4081P33 PAINT "DOVER WHITE" #6385P36 PAINT "DOMINO" #6989P40 PAINT "GARDENIA" #6665P49 PAINT "GAUNTLET GRAY" #7019P76 PAINT "MEDIUM WALMART BLUE" #076P76U PAINT "MEDIUM WALMART BLUE" #076(URETHANE)P81 PAINT "TRICORN BLACK" #6258P83 PAINT "COBBLE BROWN" #6082P93 PAINT "TAMARIND" #7538P94 PAINT "EXTERIOR DROMEDARY CAMEL" #7694(EXT)P100 PAINT "NOTABLE HUE" #6521P102 PAINT "BEACH HOUSE" #7518P107 PAINT "STRAW HARVEST" #7698P112 PAINT "BUTTERFIELD" #6676P124 PAINT "MEADOWLARK" #7522P126 PAINT "KNOCKOUT ORANGE" #6885P126U PAINT "KNOCKOUT ORANGE" #6885 (URETHANE)P131 PAINT "WHITE FLOUR" #7102P134 PAINT "REPOSE GRAY" #7015P135 PAINT "DORIAN GRAY" #7017P140 PAINT "SNOWBOUND" #7004P159 PAINT "CASA BLANCA" #7571P162 PAINT "PEPPERCORN" #7674P163 PAINT "TURQUISH" #6939P164 PAINT "ESSENTIAL GRAY" #6002P204 PAINT FESTOON AQUA #0019PF4 LEAD-COTE METALLICPL4 PLASTIC LAMINATE MAPLEPL6 PLASTIC LAMINATE LIGHT TANPL15 PLASTIC LAMINATE BROWNPL20 PLASTIC LAMINATE TANPL28 PLASTIC LAMINATE ALOEPL30 PLASTIC LAMINATE "STEEL MESH" WILSONART 4879PL31 PLASTIC LAMINATE "GREY" WILSONART 1500-60PL32 PLASTIC LAMINATE "VISION VAVA" VA2002PS1 PROTECTIVE SURFACE WALMART MED BLUE IMPACT SPECIALTIESPS4 PROTECTIVE SURFACE "GLOWING EMBER" IMPACT SPECIALTIESPS5 PROTECTIVE SURFACE "FRESH LINEN" IMPACT SPEICALTIESPS6 PROTECTIVE SURFACE YELLOWPS7 PROTECTIVE SURFACE "GRAY PATTERN"PVC1 PVC PLANK FLOORING WOODGRAINQT3 QUARRY TILE GRAY 6"x6" ABRASIVEQT31 QUARRY TILE RED 6"x6" ABRASIVESCB1 SANITARY COVE BASE RED 8" H ANTIMICROBIAL PLASTIC FOR QTSCB2 SANITARY COVE BASE GRAY 8" H ANTIMICROBIAL PLASTIC FOR QTSCB4 SANITARY COVE BASE RED 8" H ANTIMICROBIAL PLASTICSCB5 SANITARY COVE BASE GRAY 8" H ANTIMICROBIAL PLASTICSS STAINLESS STEELSST1 SOLID SURFACETC TEXTURED CONCRETEVCT9 VINYL COMPOSITION TILE WHITE 12"x12"x1/8"VCT11 VINYL COMPOSITION TILE BEIGE 12"x12"x1/8"VCT12 VINYL COMPOSITION TILE TAN 12"x12"x1/8"WB 2x8 WOOD BASEWB10 2x10 WOOD BASEWG PLASTIC WALL GUARD BLACK OR GRAY 3/16" = 1'-0"1DOOR TYPES 3/16" = 1'-0"2FRAME TYPESPHARMACYFULL TILEREPLACEMENTGROCERYREPLACE ALLCUSTOMER VISIBLETILES IN SERVICE AREASI.E. DELI, BAKERY; (2TILES EACH IN PREPAREAS)BREAKROOM 10SITE-TO-STORE 10SUBWAY 10ACC CUSTOMER SERVICE (AND WAITINGAREA)10VISION CENTER (SALES, WAITING ANDOFFICES / EXAM ROOMS)10CUSTOMER SERVICE (INCLUDINGRETURN STORAGE)10NON SALES AREAUPS, UPC, INVOICING, AP OFFICE,TRAINING, CBL, PERSONNEL, ASSISTANTMANAGER, MANAGEMENT, 163 ALCOVE22SALES AREA BAKERY SALES 10CEILING TILE REPLACEMENT AREAS QUANTITY OF TILESCEILING ALLOWANCE SCHEDULEISSUE BLOCK1 REV #1 03/01/192 ADD #1 03/18/19 1 1/2" = 1'-0"4JAMB 1 1/2" = 1'-0"3HEAD 1 1/2" = 1'-0"5HEADDOOR AND FRAME SCHEDULEDETAIL REFERENCES ARE TO THIS SHEET UNOFIRE RATING(MIN)DETAIL REFERENCESARE TO THIS SHEET UNOMARK ROOM NAMEDOOR FRAME DETAILNOTES MARKNEW/ETRTYPE MATERIAL QTYNOMINAL SIZEGLASSNEW/ETRTYPE MATERIAL HEAD JAMB THRESHOLDWIDTH HEIGHT104A CART STORAGE-GM ETR S1 STEEL 1 16' - 0" 4' - 0" --- ETR --- --- 5 --- --- --- 16 104A108A COUNTING ETR F HM-STL 1 3' - 0" 7' - 0" --- ETR 1 HM-STL --- --- --- --- 7 108A116A MECHANICAL ETR F HM-STL 1 3' - 0" 7' - 0" --- ETR 1 HM-STL --- --- --- --- 7 116A118A CART STORAGE-GR ETR S1 STEEL 1 9' - 0" 4' - 4" --- ETR --- --- 5 --- --- --- 16 118A119A AP OFFICE ETR F HM-STL 1 3' - 0" 7' - 0" --- ETR 1 HM-STL --- --- --- --- 10 119A127A SEASONAL SHOP ETR F HM-STL 1 3' - 0" 7' - 0" --- ETR 1 HM-STL --- --- --- --- 7 127A128A ALCOVE ETR E PLASTIC PR 3' - 0" 9' - 0" ACRYLIC ETR --- STL-BP --- --- --- --- 15,17,20 128A129A ALCOVE NEW E PLASTIC PR 3' - 0" 9' - 0"ACRYLIC ETR --- STL-BP --- --- --- --- --- 129A161D HALLWAY ETR E PLASTIC PR 3' - 0" 9' - 0" ACRYLIC ETR --- STL-BP --- --- --- --- 15,17,20 161D162E SITE TO STORE NEW E PLASTIC PR 3' - 0" 7' - 0" ACRYLIC ETR --- STL-BP --- --- --- --- --- 162E165A CUSTOMER MEN NEW F HM-STL 1 3' - 0" 7' - 0" --- ETR 1 HM-STL --- --- --- --- 10 165A166A CUSTOMER WOMEN NEW F HM-STL 1 3' - 0" 7' - 0" --- ETR 1 HM-STL --- --- --- --- 10 166A167A FAMILY TOILET NEW F HM-STL 1 3' - 0" 7' - 0" --- NEW 1 HM-STL 3 4 --- --- --- 167A173A PERSONNEL NEW N HM-STL 1 3' - 0" 7' - 0" TEMPERED NEW 1 HM-STL 3 4 --- --- --- 173A601A TOILET ETR F HM-STL 1 3' - 0" 7' - 0" --- ETR 1 HM-STL --- --- --- --- 1 601A602B MECHANICAL NEW F HM-STL 1 4' - 0" 7' - 0" --- NEW 1 HM-STL 3 4 --- --- --- 602B605A STORAGE ETR F HM-STL 1 4' - 0" 7' - 0" --- ETR 1 HM-STL --- --- --- --- 10 605A608A SUPPLY ETR F HM-STL 1 3' - 0" 7' - 0" --- ETR 1 HM-STL --- --- --- --- 10 608A902A DELI PREP ETR E PLASTIC 1 3' - 0" 7' - 0" ACRYLIC ETR --- STL-BP --- --- --- --- 15, 20 902A903A DELI UTILITY NEW E PLASTIC PR 3' - 0" 9' - 0" ACRYLIC ETR --- STL-BP --- --- --- --- 27 903A906A BAKERY NEW Y PLASTIC 1 4' - 0" 3' - 2" --- ETR --- --- --- --- --- 30 906A908A BAKERY UTILITY ETR E PLASTIC 1 4' - 0" 7' - 0" ACRYLIC ETR --- STL-BP --- --- --- --- 15,20 908A909B PRODUCE PREP ETR E PLASTIC PR 3' - 0" 9' - 0" ACRYLIC ETR --- STL-BP --- --- --- --- 15,20 909B912A MEAT PREP ETR E PLASTIC 1 3' - 6" 7' - 0" ACRYLIC ETR --- STL-BP --- --- --- --- 15,20 912A916A STOCKROOM NEW E PLASTIC PR 3' - 0" 9' - 0" ACRYLIC ETR --- STL-BP --- --- --- --- --- 916A946A PICKUP STORAGE NEW G HM-STL 1 4' - 0" 8' - 0" TEMPERED NEW 1 HM-STL 3 4 --- --- 18,19 946A11112 2'-8" UNO1 1/4" OD STEEL PIPE AT 48" OC MAX UNO -PAINTTO BE 36" OC MAX FOR CBL COUNTERAFTER INSTALLING NEW LEGS, ENSURE ALL LEGS ARE SECURELY ATTACHED TO COUNTER AND FLOOR AND ENSURE COUNTER IS LEVELED AT THE CORRECT HEIGHTEXISTING COUNTERENSURE ALL FLANGES ARE SECURELY ATTACHED TO COUNTER AND FLOORFLANGE ATTACHMENTSHEET NOTES1. REFER TO SHEET A8 FOR SCHEDULE FINISH KEY AND GENERAL FINISH NOTES.2. USE CONTINUOUS SEALANT WHERE COUNTER TOP AND CASEWORK MEET WALL OR OTHER OBSTACLES.3. USE CONTINUOUS SEALANT AT TOP, BOTTOM AND SIDES WHERE BASE IS PRESENT ON COUNTERS AND CASEWORK.4. WHERE NEW LAMINATE IS INDICATED FOR EXISTING CASEWORK, REMOVE EXISTING LAMINATE AND/OR FINISHES TO BASE SUBSTRATE PRIOR TO INSTALLATION OF NEW. INSTALLATION OF NEW LAMINATE OVER EXISTING IS NOT ACCEPTABLE. NO EXCEPTIONS.5. INSTALL ALUMINUM CORNER GUARDS AT ALL EXPOSED MILLWORK CORNERS. REF SPECIFICATIONS.6. REFURBISH EXISTING SOLID SURFACE COUNTERTOPS AND WALL CAPS. CONTACT SWAN CORPORATION (314) 231-8148, FOR MANUFACTURE INSTRUCTIONS FOR RESTORING SOLID SURFACE TOPS7. FOR STAINLESS STEEL COUNTERTOPS, REFURBISH TO LIKE NEW CONDITION.1 1/2"3/4"ENSURE ALL FLANGES ARE SECURELY ATTACHED TO COUNTER AND FLOOREXISTING PIPEPAINTFLANGE ATTACHMENT PLASTICLAMINATE ON EXISTINGSUBSTRATESEALED HARDWOODEDGE TRIM, TYP1/4" CHAMFER ATPLASTIC LAMINATEAND HARDWOOD EDGEP36PL20PLASTIC LAMINATE AT FRONTAND SIDESCUSTOMER SIDEOF COUNTEREXISTING SOLID SURFACECOUNTERTOP TO REMAINREFURBISH TO LIKE NEWCONDITION PLASTIC LAMINATE ON FRONT EDGE OF EXISTING SHELVESB9PL4DB5PL4WG2'-2"EXISTING SOLID SURFACECOUNTERTOP TOREMAIN REFURBISH TOLIKE NEW CONDITION PLASTIC LAMINATEON FACE OF EXISTINGDOORS AND STILESB9PL4PL4NOTE: REF FINISH PLAN FOR FINISH INFORMATION TOP OF KNEEWALL4'-0"1'-6"BOTTOM OF BULKHEAD5'-6"_______A6.11NEW FRAMING AND FINISHES AS SHOWN, TO MATCH AND ALIGN WITH EXISTING. EXISTING SUSPENDED CEILING TO REMAIN. PATCH AND REPAIR AS REQUIRED TO MATCH ADJACENT. 6" x 20 GAUGE METAL STUDS AT 16" OC.4"_______A97P131P131EXISTING KNEEWALL TO REMAIN. 2x4 UNPAINTED WOOD BUMPERSCREW AT 16" OC6"RE-INSTALL EXISTING SALVAGED SOLID SURFACE CAPSST11/2" PLYWOOD UNDER CAP1/2"PS7345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).3/18/2019 4:16:59 PMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtA9CASEWORKGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 3" = 1'-0"1COUNTER LEG 1" = 1'-0"5COUNTER SECTION 1" = 1'-0"2BASE CABINET SECTION 1" = 1'-0"3BASE CABINET SECTIONISSUE BLOCK1 REV #1 03/01/192 ADD #1 03/18/19 3/4" = 1'-0"6RETURNS SECTION 1" = 1'-0"7RETURNS WALL CAPNOT USED412 7TABLES AND CHAIRS PROVIDED BY WALMART (NIC)_______BR28_______BR210_______BR2.11_______BR22BREAKROOM151HREFRIGERATORS (NIC)FREEZER (NIC)TV BRACKET FURNISHED BYWALMART AND INSTALLED BYCONTRACTOR. INSTALL BLOCKINGIN THE WALL. REF DETAILS 4 & 5-BR1. 5'-8"Ř48" HIGH ALUM CORNERGUARD, TYP. AT ALL OUTSIDECORNERS. REF DETAIL 6-BR1.14'-2"5'-7 1/2"RECYCLING & TRASHCOAT RACK2'-9"8'-0"8'-0"11"BULLETIN BOARDSREF 7-BR1(2) 4'X8' BULLETIN BOARDFURNISHED AND INSTALLEDBY GC. COORDINATE WITHWAL-MART CONSTRUCTIONMANAGER FOR LOCATIONS.5"6'-0"6'-9"16.0516.05SINK & FAUCET(3) MICROWAVESSTACKED (NIC)COFFEE MAKER(NIC)1-BR210.4410.447BREAKROOMHREMOVE EXISTING CLOSETWALL SHOWN DASHED. PATCHAND REPAIR WALL FINISHES ANDFLOOR AS REQUIRED TO MATCHADJACENT.RELOCATE EXISTING SODA (3)AND VENDING (1) MACHINES SHOWNDASHED. REF 1-A6 FOR NEW LOCATION.REMOVE EXISTINGREFRIGERATORS SHOWNDASHED. REF. MEP.COORDINATE WITH WMCM.REMOVE EXISTINGRECYCLING BINSSHOWN DASHED.REMOVE EXISTING TABLESAND CHAIRS FOR INSTALLATIONOF NEWREMOVE ALL EXISTING MILLWORK,PLUMBING FIXTURES AND EQUIPMENTSHOWN DASHED, TYP. REMOVE ASSOCIATEDEQUIPMENT AND FURNISHING NOT SHOWN.PATCH AND REPAIR FLOORING AND WALLSAS REQUIRED FOR INSTALLATION OF NEWITEMS, REF MEP.REMOVE GYPSUM BOARD TO 4'-0" AFFAT LOCATION OF NEW SINK, CABINETS,AND BACKSPLASH. REPLACE WITH NEWWATER RESISTANT GYPSUM BOARD TOMATCH EXISTING THICKNESS. PREPARESURFACES FOR NEW FINISHES.7BREAK ROOM DOORS AND FRAMES PAINT P162 EACH SIDE.OMIT PROTECTIVE SURFACE WAINSCOT AT COAT CABINETBREAKROOMHOMIT PLASTIC LAMINATEWAINSCOT AT BASECOUNTERS AND BACKSPLASHP131PS7DB56.27P3PS7DB56.27P131PS7DB56.27P3PS7DB56.27L4x2x18GAx4" WITH (2) #10 TEK SCREW INTO STUD AND (2) #10x1/2" WOOD SCREWS TO BLOCKING2x8 WOOD BLOCKINGL2x2x18GAx4" WITH (2) #10 TEK SCREW INTO STUD AND (2) #10x1/2" WOOD SCREWS TO BLOCKING2 STUD CAVITIESINSECT CONTROL UNIT LEGENDFINAL NUMBER OF UNITS RECEIVED IS DETERMINEDBY THE WALMART FOOD SAFETY & HEALTH PESTMANAGEMENT AND PEST ELIMINATION SERVICESPROVIDER1.ALL UNITS TO BE INSTALLED BY THE PESTELIMINATION SERVICES PROVIDER2.UNITS ARE NOT TO BE INSTALLED ABOVE ANYFOOD SERVICE/PREP EQUIPMENT3.UNITS ARE TO BE INSTALLED (INDICATED WITH BROWN RECEPTACLES AND COVERS) AS INSTRUCTEDWITHIN THE CONSTRUCTION DOCUMENTS. REFERENCEARCHITECTURAL AND ELECTRICAL DRAWINGS FORPROPER LOCATIONNOTES:TYPE TOTALD D22x8 WOOD BLOCKINGDUPLEX OUTLET AND DATA OUTLETMOUNTED AT 79" AFF2 STUD CAVITIESCEILING HEIGHTBLOCKING IN BREAKROOM1'-3"6'-0"5-BR1S.S. SCREWS W/FINISHING WASHERSIN PRE-DRILLEDSTAGGERED HOLES(TYP)PLASTIC LAMINATEWAINSCOT WHEREINDICATED ON FINISHSCHEDULE - RUNLAMINATE UNDERCORNER GUARDS2"x2" ALUMINUMCORNER GUARD (TYP)PARTITION TYPE ASINDICATEDMETAL STUDS (TYP)151 BREAKROOMWALLS• REF 3-BR1 FOR FINISH INFORMATIONFLOOR• VCT: NEW VCT9 FLOORING. CEILINGLAY-IN: REF CEILING ALLOWANCE SCHEDULE. CLEAN CEILING GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS. REF ELEV/PLANVARIESUNO4'-6" 4'-0"UNPAINTED FIBERBOARDREF SPECS FOR ATTACHMENTATTACH TRIM TO FIBERBOARD USING TRIM HEAD SCREWSTRIM WITH 2-1/4" COLONIAL CASING. PAINT TO MATCH ADJACENT WALL345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).3/1/2019 2:33:07 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtBR1BREAKROOMPLAN ANDDETAILSGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYJEHGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1/4" = 1'-0"1ENLARGED PLAN 1/4" = 1'-0"2DEMOLITION PLAN 1/4" = 1'-0"3ENLARGED BREAKROOM FINISH PLAN 1 1/2" = 1'-0"5TV BRACKET BLOCKING PLAN 1/2" = 1'-0"4TV BRACKET BLOCKING 3" = 1'-0"6CORNER GUARDISSUE BLOCK1 REV #1 03/01/19 1/2" = 1'-0"7TACK BULLETIN BOARDKEYNOTES6.2748" HIGH WAINSCOT WITH OUTSIDE CORNERTRIM10.44PROVIDE TACTILE "EXIT" SIGN. REF N1.16.05INSTALL INSECT CONTROL UNIT TYPE NOTEDBESIDES UNIT. REFER TO N1 FOR LEGENDAND NOTES.1 PLASTIC LAMINATECOUNTERTOPFINISHED END W/EDGE BANDINGSTOP TILE ATINSIDE CORNERUPPER CABINETSBACKSPLASH PL30CT45 CABINET2'-6"2'-6" CABINETTYP3'-6" CABINETCABINET1'-11"1"2'-0"11'-0"COFFEE MAKERNICOF SINK℄DASHED LINEINDICATES LINE OFCABINETS BELOW, ALLDIMENSIONS ARECOUNTER DIMENSIONSUNO3BR2_______5BR2_______5ABR2_______4BR2_______CONT SEALANT1x4 WOOD BLOCKING2x WOOD BLOCKINGPLASTIC LAMINATE ON3/4" SUBSTRATE FRONT AND EXPOSED ENDS1x4 WOOD BLOCKING1x4 WOOD BLOCKINGPLASTIC LAMINATE ON3/4" SUBSTRATE FRONTAND ALL EXPOSEDSURFACESPLASTIC LAMINATE ON3/4" SUBSTRATE FRONTAND ALL EXPOSEDSURFACESMELAMINE ON 3/4"SUBSTRATE BOTTOM ANDALL EXPOSED SURFACES,COLOR TO MATCHSECURE CABINET TOWALL AT WOOD BLOCKINGSECURE CABINET TOWALL AT WOOD BLOCKINGSTOP BLOCK FORMICROWAVEPLASTIC LAMINATEON 3/4"SUBSTRATEEXTERIOR ANDEXPOSED SIDESCOLOR TO MATCHDRAWERPL31PL31PL31PL31PL31PL311'-11"1 1/2"4"10"1/2"1 1/2"1'-4 1/2"1 1/2"1'-4 1/2"1 1/2"1'-4 1/2"1/2"1'-3"B91'-6"1"PLASTIC LAMINATE ON 3/4" SUBSTRATE FRONT AND EXPOSED ENDSMELAMINE ON 3/4"SUBSTRATE BOTTOM ANDALL EXPOSED SURFACES,COLOR TO MATCH2x WOOD BLOCKINGDRAWER, OMITTEDUNDER SINKWOOD BLOCKINGCONT SEALANT COUNTERREF SIMDRILL FOR ADJUSTABLESHELF 4" FROM SHELF EDGETYP4"TYP4"1/2"6"1'-0"PL31PL30PL31B9MAXIMUM HEIGHT AFF2'-10"2'-0"PLASTIC LAMINATE ON 3/4"SUBSTRATE EXTERIOR ANDEXPOSED SIDESCONT SEALANTCONT SEALANTCOLOR TO MATCHALL INTERIORCOMPONENTS MELAMINEON 3/4" SUBSTRATE (UNO)DRILL FOR ADJUSTABLE SHELVES3" FROM SHELF EDGECT45G42'-2"1 1/2"PL31TYP3"2 ADJPL311'-0"10"TYP3"2'-0"5 1/2"3/4"1'-8"1 1/2"1'-11"COUNTER EDGEREF SIM MATCHPL31FIXTURE AND CABINET DIMENSIONS ARE CRITICAL TOADAAG AND LOCAL ACCESSIBILITY CODEREQUIREMENTS. ENSURE INSTALLATION COMPLIES.PROVIDE UNDERSINKPROTECTIVEENCLOSURETOP MOUNT SINK2x WOOD BLOCKINGCONT SEALANTTRUEBRO BASIN GUARDPHONE: 1-800-340-5969INTERNET: HTTP://WWW.IPSCORP.COM/PLUMBING/TRUEBRO/BASINGUARDEMAIL: INFO@TRUEBRO.COMB99" MIN11" MIN8" MIN1'-11"1 1/2"MAXIMUM HEIGHT AFF2'-10"2"1'-6"2'-8"1"4"2'-5"MAX6"PLASTIC LAMINATE ON 3/4"SUBSTRATE EXTERIOR ANDEXPOSED SIDESCONT SEALANTCONT SEALANTALL INTERIORCOMPONENTS MELAMINEON 3/4" SUBSTRATE (UNO)DRILL FOR ADJUSTABLE SHELVES3" FROM SHELF EDGECOLOR TO MATCHPL31PL311'-0"10"TYP3"2 ADJPLASTIC LAMINATEON 1/2" SUBSTRATEPL31CT45G4PLASTIC LAMINATE ON 3/4" SUBSTRATE FRONT AND EXPOSED ENDSMELAMINE ON 3/4"SUBSTRATE BOTTOM ANDALL EXPOSED SURFACES,COLOR TO MATCH2x WOOD BLOCKINGDRAWER, OMITTEDUNDER SINKWOOD BLOCKINGCONT SEALANT COUNTERREF SIMDRILL FOR ADJUSTABLESHELF 4" FROM SHELF EDGETYP4"1 ADJ1'-8"TYP4"5 1/2"1"0"1 1/2"1/2"1'-11"6"1'-0"PL31PL30PL31B9MAXIMUM HEIGHT AFF2'-10"2'-0"PLASTIC LAMINATE ON 3/4"SUBSTRATE EXTERIOR ANDEXPOSED SIDESCONT SEALANTCONT SEALANTCOLOR TO MATCHALL INTERIORCOMPONENTS MELAMINEON 3/4" SUBSTRATE (UNO)DRILL FOR ADJUSTABLE SHELVES3" FROM SHELF EDGECT45G41 1/2"PL311'-0"10"TYP3"TYP3"2 ADJPL312'-8" 1'-6"6'-6"4'-0"2"2"EQ EQ11BR2_______SIM11BR2_______1-1/4" DIAMETER PIPE WITH FLANGE ATTACHMENT AT FLOORPLASTIC LAMINATE ON 3/4" SUBSTRATECONT 2x4WD NAILER PROVIDED BY CONTRACTOR, PAINT2'-10" MIN AND 3'-0" MAX TYPEQEQEQREF PLAN1"PLUG MOLD, REF ELEC2'-8"1"2"2"PL30P1313/4"x3/4" QUARTER ROUND BY CONTRACTOREQEQ3'-2"9-BR28-BR2THE NUMBER OF PIPE COUNTER SUPPORTS SHOWNTHUS IN THIS DETAIL IS NOT NECESSARILY INDICATIVEOF THE NUMBER OF SUPPORTS REQUIRED AT THISLOCATION. ENSURE THAT ENOUGH SUPPORTS AREINCLUDED TO MEET THE MAXIMUM SPACING INDICATED.PLASTIC LAMINATECOUNTERTOP3/4" X 3/4" QUARTER ROUND PROVIDED BY CONTRACTORPAINTPL30REF PLANP1312'-0"NOTE: LOCATION OF COMPUTER BAR TO BE DETERMINED BY STORE PLANNING, CONSTRUCTION MANAGER, AND FIELD PROJECT MANAGER. COMPUTER BAR TO BE LOCATED SO AS TO PROVIDE A SENSE OF PRIVACY FOR ASSOCIATES USING THE COMPUTER BAR9-BR27-BR2PLASTIC LAMINATE ON 3/4" SUBSTRATECONTINUOUS 2x4 WOOD NAILER (TYP) PROVIDED BY CONTRACTOR, STOP 1" SHORT OF ENDS, PAINT1 1/4" OD STEEL PIPE PAINT FLANGE ATTACHMENT1 1/2"UNO2'-8"PL30ENSURE ALL FLANGES ARE SECURELY ATTACHED TO COUNTER AND FLOORP162DB53/4" X 4"CONTINUOUS WOOD BLOCKING3MM EDGE BANDING TO MATCH3/4"1/4"P1313/4"x3/4" QUARTER ROUND PROVIDED BY CONTRACTOR, PAINTP131PL31PLASTIC LAMINATEON 3/4" SUBSTRATE ALL EXPOSEDSURFACES, COLORTO MATCHPL314'-0" 4'-0"8'-0" F.V.2'-4"EDGE OF SHELF11-BR2SIM11-BR26-BR2CONTINUOUSSEALANTPLASTIC LAMINATE ON3/4" SUBSTRATEEXTERIOR ANDEXPOSED SIDESNO SHELF ANDLOWER CLOSETROD AT SIMCONDITION3/4" X 3/4"ALUMINUMSHELF EDGE1 x 4 WOODBLOCKINGEQUALLYSPACED TYP1-1/4" OD STEEL PIPE CLOSET ROD (TYP)1"x 1" SHELF SUPPORTSECURE CABINET TO WALLAT WOOD BLOCKINGLOWES MODEL# 23723TNSLGFIXED MOUNT ROD SUPPORT OR EQUIVALENT (TYP)PL31B92'-11 1/4"3'-0"4"1 1/2"1'-8"FOUR EQUALLY SPACED HINGES AT EACH DOOR3'-3"WIRE PULLSSTEEL .98-IN W x10.71-IN L x 12.66-IN DCHROME SHELF BRACKET OREQUIVALENT 2'-0" OC (TYP)2"X4" WOOD SPACER (TYP)2'-4"6'-6"CONTSEALANT TYPSINK ANDFAUCETBASEPLASTIC LAMINATEON 3/4"SUBSTRATEFRONTS ANDEXPOSED ENDS3/4" THICKSUBSTRATECOUNTERTOPPLASTIC LAMINATE ON3/4" SUBSTRATEBOTH SIDESBASE BEYONDOUTLET, REFELECTRICAL (TYP)TILE BACKSPLASHSS TOP AND CORNERTRIM-C REF SPEC 09310B9CT45G4PL30PL31B9PL312'-5"BACKSPLASHTO UNDERSIDE5BR2_______5ABR2_______3BR2_______COFFEE MAKER (NIC)4BR2_______2'-6"3'-6"3'-6"2 EQ. DRS.2'-6"2'-6"EQ. DOORS2'-6"EQ. DOORS2'-6"OF CABINETS2'-6"11'-0"345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).1/19/2019 1:35:26 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtBR2BREAKROOMCASEWORKDETAILSGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYJEHGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1/2" = 1'-0"2COUNTERTOP PLAN 1" = 1'-0"3FULL HEIGHT CABINET SECTION 1" = 1'-0"4BASE CABINET SECTION 1" = 1'-0"5HC SINK APRON ANDUPPER CABINET SECTION 1" = 1'-0"5ABASE CABINET SECTION 1/2" = 1'-0"6COAT RACK ELEVATION 1" = 1'-0"7COUNTER ELEVATION 1/2" = 1'-0"8COUNTERTOP PLAN 1" = 1'-0"9COUNTER SECTION 1/2" = 1'-0"10COAT RACK PLAN 1" = 1'-0"11COAT RACK SECTIONISSUE BLOCK 1/2" = 1'-0"1CABINET ELEVATION FINISHED END 3MMEDGE BANDINGFINISHED END3MM EDGEBANDINGDASHED LINE INDICATES LINE OF CABINETS BELOW, ALL DIMENSIONS ARE COUNTER DIMENSIONS UNO1"CABINET1'-11"3"2'-3"1"7'-8"1"PLASTIC LAMINATECOUNTERTOPPL30POWERPOLEREF 4-BR2.16"6"PLUG MOLD TYP OF 2REF ELECTRICALTYP2'-6" CABINET2-BR2.13-BR2.1BASEPLASTIC LAMINATEON 3/4"SUBSTRATEFRONT, BACK ANDEXPOSED ENDSB92 EQ DRS.2'-6"2 EQ DRS.2'-6"2 EQ DRS.2'-6"1-BR2.1PL31POWER POLEREF ELECTRICAL3-BR2.1PLASTIC LAMINATE ON 3/4" SUBSTRATE FRONT, BACK AND EXPOSED ENDSMELAMINE ON 3/4"SUBSTRATE BOTTOM ANDALL EXPOSED SURFACES,COLOR TO MATCHSECURE CABINETTO FLOOR COUNTERDRILL FOR ADJUSTABLESHELF 4" FROM SHELF EDGE3MM EDGEBANDING2x WOOD BLOCKING2 1/4"3/4"PL30PL31B9B9PL316"1'-0"1 ADJTYPTYP4" CLEAR SPACE FOR ELECTRICALPLUG MOLD. REF ELEC2'-6 1/4"MAXIMUM HEIGHT AFF2'-10"1'-11"1 1/2"1 1/2"4"4"2'-3"1 1/2"3/4"5 1/2"1/8"1'-8"2 3/4" 3 3/4"2"1 3/4"CUT HOLE IN COUNTERTOP FOR NEW POWERPOLEDRILL FOUR 3/8" HOLES EACH CORNER PRIOR TO CUTTING OPENINGSEAL AROUND POWER POLE WITH SILICONE SEALANT AFTER SETTINGVERIFY SIZE OF POWER POLE BEFORE CUTTING OPENING IN COUNTERTOP345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).1/19/2019 1:35:38 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtBR2.1BREAKROOMCASEWORKDETAILSGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYJEHGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1/2" = 1'-0"1CABINET PLAN 1/2" = 1'-0"2CABINET ELEVATION 1" = 1'-0"3BASE CABINET SECTION 1 1/2" = 1'-0"4POWER POLE LOCATIONISSUE BLOCK 13TO 8'-0" AFF8'-0" AFF TO DECK121415FGP16P8TIRE & LUBEMOUNTING AREA600CUSTOMERSERVICE604WAITING AREA606MECHANICAL602STORAGE605ENVIRONMENTALCAGE614SECURITY603OFFICE607SUPPLY608_______AC135A9_______9.90INSTALL NEWCOUNTERTOP LEGSREF. 1-A93'-0"3'-0"MIN CLR3'-0"3"3"RELOCATED EXISTINGUSED OIL FILTER CONTAINEREXISTING DIYWASTE OIL TANKCLEAR1'-6"6"1.51RELOCATED EAS PEDESTAL. REF MEP.605A608AEXISTING EYEWASH TO REMAINNEW ELECTRIC WATER COOLER. REF MEP. _______AC12NOTE: REPLACE ALL MISSING OR DAMAGED PRE-MOLDED CLOSURE STRIPS AT ALL METAL CANOPIES, INCLUDING CLOSURE STRIPS AROUND LIGHT FIXTURES. REF DETAILS 4 & 5-AC1. TYP5.02REF DETAIL 8-SP2.136"3'-0"MIN CLR3'-0"4'-0"3"3'-0"3"RELOCATED EXISTING BULK OIL STORAGE TANK. REF MEP. RELOCATED EXISTING WASTE WATER TANK. REF MEP. 3'-0"3"602BCLR. 18" MIN.3'-6"WHERE EXISTING DOOR WAS REMOVED, PATCH AND REPAIR WALL AS REQUIRED TO MATCH EXISTING ADJACENT FINISHES. 604 CUSTOMER SERVICE, 606 WAITING AREAWALLS• GYP BD: PAINT WALLS P131 TO CEILING IF EXISTING OR FULL HEIGHT WHERE OPEN TO STRUCTURE. USE PS7 WAINSCOT AND DB5 BASE.• CMU: PAINT P164 "ESSENTIAL GRAY" TO 4'-0" AFF AND P131 "WHITE FLOUR" ABOVE 4'-0" AFF.• PAINT ALL HOLLOW METAL DOORS AND FRAMES P162.FLOOR• VCT: NEW VCT9 FLOORING.CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE. CLEAN GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.607 OFFICEWALLS• PAINT WALLS P131.• PAINT HOLLOW METAL DOORS AND FRAMES P162.• REPLACE DAMAGED BASE.FLOOR• VCT: NEW VCT9 FLOORING. CEILING• GYP BD: CLEAN CEILING HVAC GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS. PAINT CEILING P131.MILLWORK• REFURBISH COUNTERS601 TOILETWALLS• FRP: REPLACE WITH FRP1.• PAINT HOLLOW METAL DOORS AND FRAMES P162.FLOOR• VCT: PIECE REPLACE VCT AS DIRECTED BY CM TO MATCH EXISTING. CEILING• GYP BD: CLEAN CEILING HVAC GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS. PAINT CEILING P131.602 MECHANICAL, 603 SECURITY, 605 STORAGE, 608 SUPPLYWALLS• PATCH AND REPAIR HOLES IN WALLS, FINISH TO MATCH ADJACENT.• IF EXISTING WALLS ARE PAINTED REPAINT WALLS P8.• PAINT HOLLOW METAL DOORS AND FRAMES P162.FLOOR• CLEAN FLOORING.600 TIRE & LUBE MOUNTING AREAWALLS• PAINT LUBE AND TIRE MOUNTING AREA P16 TO 8'-0" AFF, PAINT P8 FROM 8'-0" AFF TO DECK. PAINT BOTH SIDES AND TOP HALF-HEIGHT WALL P16.• PAINT HOLLOW METAL DOORS AND FRAMES P162.FLOOR• CLEAN ALL FLOORS IN BAY AREA.CEILING• OPEN TO STRUCTURE: CLEAN JOISTS, JOIST GIRDERS, DECKING, CONDUIT, SPRINKLER PIPES, AIR GRILLES/DIFFUSERS, AND SECURITY GLOBES. CLEAN AND PAINT EXPOSED HVAC DUCT WORK AND PLENUMS TO MATCH PAINTED STRUCTURE.TOILET60160"x59" CLEAR AND LEVEL FLOOR SPACE30"x48" CLEAR AND LEVEL FLOOR SPACE10.1410.0710.116-A5.1HC601A18"NOTE: CLEAN TOILET AND LAVATORY TO LIKE NEW CONDITION. INSTALL NEW LAVATORY PIPE PROTECTION (BELOW).614 ENVIRONMENTAL CAGEWALLS• REPLACE SCREENING SLATS IN FENCING TO MATCH BUILDING COLOR. FLOOR• EXPOSED CONCRETE: EXISTING TO REMAIN. • PROFESSIONALLY CLEAN FLOORS, CAPTURING RUN-OFF. 3/16EACH SIDE OF COLUMNPLANELEVATIONEXISTING COLUMN3 1/2x21/2x1/4" STEELANGLEDRINKINGFOUNTAINMOUNTINGBRACKET3 1/2"x21/2"x1/4" STEELANGLEEXISTING COLUMNDRINKING FOUNTAINMOUNTING BRACKETFURNISHED BY MANUFACTURER3 1/2"6"2'-9 1/4"EXISTING GUTTEREXISTING HSSEXISTING METAL DECKPREMOLDED CLOSURE STRIPAT BOTTOM SIDE OF DECKEXISTING STEEL ANGLEPREMOLDED CLOSURESTRIP AT BOTTOM SIDEOF DECKEXISTING MASONRY WALLSLOPEGENERAL NOTES1. NOT USED. 2. NOT USED. 3. GENERAL CONTRACTOR TO COORDINATE RELOCATION OF TANK WITH WALMART CONSTRUCTION MANAGER.4. ENVIRONMENTAL, HEALTH AND SAFETY COMPLIANCE SHALL BE RESPONSIBLE FOR EMPTYING, HANDLING, REMOVAL, AND DISPOSAL OF TANK CONTENTS.5. GENERAL CONTRACTOR TO COORDINATE REMOVAL AND STORAGE OF TANK WITH WALMART CONSTRUCTION MANAGER.6. ENVIRONMENTAL, HEALTH AND SAFETY COMPLIANCE SHALL BE RESPONSIBLE FOR EMPTYING, HANDLING, REMOVAL, AND DISPOSAL OF TANK, CONTENTS, AND TANK THROUGH COORDINATION WITH WALMART CONSTRUCTION MANAGER.SHEET NOTES1. NOT USED. 2. GENERAL CONTRACTOR SHALL NOT PERFORM ANY WORK BEFORE TANK HAS BEEN EMPTIED.3. GENERAL CONTRACTOR SHALL COORDINATE ALL WORK WITH WALMART CONSTRUCTION MANAGER.4. REFER TO SHEET A8 FOR SCHEDULE FINISH KEY. EQUIPMENT SCHEDULENOTESCI = CERTIFIED INSTALLERGC=GENERAL CONTRACTORES=EQUIPMENT SUPPLIERDESCRIPTIONNOWM=WALMARTSUPPLIED BYINSTALLED BYFINAL CONNNOTES1NOT USED. 2 GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE DELIVERY SCHEDULE REF SPECIFICATIONS34567GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE INSTALLATION SCHEDULE REF SPECIFICATIONS8 REF MECHANICAL FOR LOCATIONTB816UP-FLOW VENTCI CIWM2,7,8GENERAL NOTES1ALL TANKS AND PIPING TO BE INSTALLED AND PROPERLY TESTED IN ACCORDANCE WITH ALL APPLICABLE CODES ANDMANUFACTURER REQUIREMENTS. REF SPECIFICATIONS.2 ALL PIPING AND FITTINGS TO BE SUPPLIED BY GENERAL CONTRACTOR AND INSTALLED BY CERTIFIED INSTALLERNOT USED.QTY3REFERENCE SPECIFICATIONS FOR MANUFACTURER AND MODELNUMBERS. SPECIFIC TERRITORY IS DESIGNATED IN THESPECIFICATIONS FOR SAMSON AND GRACO ONLY.NOTE:EQUIPMENT IS LISTED ON MEP DRAWINGSNOT USED. NOT USED.NOT USED.345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).3/1/2019 2:33:01 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtAC1AUTOCENTERPLANS ANDDETAILSDGM,GNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGM,JEHGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1/8" = 1'-0"1ENLARGED AUTO CENTER PLAN 3/8" = 1'-0"3AUTO CENTER TOILET PLANISSUE BLOCK1 REV #1 03/01/19 1 1/2" = 1'-0"2ELECTRIC WATER COOLER MOUNTING 1 1/2" = 1'-0"4GUTTER AND BRACKET 1 1/2" = 1'-0"5CANOPY SECTION AT WALLKEYNOTES1.5132" STAINLESS STEEL BOLLARD, 4" OD5.02PAINTED 6" PIPE BOLLARD.9.90FLOOR STRIPES. REF N1 FOR STRIPING CONDITIONS.10.07SANITARY NAPKIN DISPOSAL10.11MIRROR10.14GRAB BARS1111 07/09/1807/09/182-RXPFCP204ELECTRICAL PANEL IS EXISTING TO REMAIN.BOTH SIDES OF DOOR AND FRAME P162EXISTING MILLWORK TO REMAINLOCATE EXISTING ALARM BOX (RED) ABOVE THE CEILING, USUALLY ABOVE AREA OF NEW HEALTH SERVICES ROOM. GC TO COORDINATE ALARM BOX LOCATION W/ WALMART ASSET PROTECTION.TOILETPHARMACY30015' - 0" +/-20' - 1 1/2" +/-42' - 1 1/2" +/-VERIFY LOCATION OF EXISTING SAFE. IF EXISTING UNDER THE PHARMACIST BENCH, LEAVE ETR. IF INSTALLED IN AN INCORRECT LOCATION OR NOT INSTALLED YET, GC TO COORDINATE WITH SAFE MANUFACTURER IN WEEK 1 TO ENSURE AVAILABILITY OF MANUFACTURERS RELOCATION/INSTALLATION CREW. CONTACT: MICHAEL JARAMILLO DIRECT LINE: 951-361-9222 FAX: 951-685-6531 MJARAMILLO@AMSECUSA.COMEXISTING FIXTURES TO REMAIN IN PLACE. CUT CARPET AROUND FIXTURES. 4RXPFC4RXPFC3RXPFC5RXPFC6RXPFC6RXPFCWALL CAPS WITH GLASS TO REMAIN, TYP.EXISTING FILL PODS TO RECEIVE NEW TOPS, FURNISHED BY OWNER, INSTALLED BY GC. INSTALL NEW MONITORARM BRACKETS,RELOCATE ALL CPU'SBELOW THE COUNTER.OWNER FURNISHED, GCINSTALLED.3' - 0"2' - 0"NEW BASE CABINET. RE-INSTALL EXISTING SINK, SOLID SURFACE COUNTERTOP, FILTERS AND ASSOCIATED PLUMBING ITEMS. REF DETAIL 7-RXPFC. REMOVE ALL CARPET AND BASE UNOREMOVE EXISTING BASE CABINET AND COUNTERTOP. EXISTING PLUMBING FIXTURES AND SOLID SURFACE COUNTERTOP TO BE RE-USED. PAINT EXISTING PHARMACY EXTERIORP131P131EXISTING WAINSCOTTO REMAIN, TYP.CONTINUE PAINT EACH SIDE OF THE PHARMACYP131EXISTING CORNER GUARDS TO REMAIN, TYP.P1312' - 0"EXISTING DOOR TO REMAINFURNISH AND INSTALL SLIDE LOCK ATEXISTING CABINET MOUNTED CAFE TRAFFICDOOR TO REMAIN. LOCK SHALL BE MUELLERMODEL #CL6010 OR EQUIVALENT.EXISTING WALL GUARDS TO REMAIN, TYP.EXISTING BASE TO REMAIN, TYP.DO NOT INSTALL BASE BEHIND WALL STANDARDS INSTALL BASE TO WALL STANDARDS AFTER WALL STANDARDS ARE SETCONTINUOUS SEALANT AT TOP OF BASE, TYPEXISTING BASE UNDER THIS COUNTER TO REMAINB9WALL MOUNTED KNUCKLE FOR COMPUTER MONITORRELOCATE ALL CPU'S ON TOP OF THE COUNTER TO WALL MOUNTED CPU BOXES BELOW THE COUNTEREXISTING SOLID SURFACECOUNTERTOPTO REMAIN, REFURBISHTO LIKE NEW CONDITION.EXISTING SOLID SURFACECOUNTERTOPTO REMAIN, REFURBISHTO LIKE NEW CONDITION.FIELD VERIFYCONTINUOUS SEALANT AT TOP OF BASE, TYPEXISTING SOLID SURFACE TO REMAIN. REFURBISH TO LIKE NEW CONDITION B9CUT CARPET AROUND UNDERCOUNTER EQUIPMENTEXISTING BASE UNDER THIS COUNTER TO REMAINEXISTING SOLID SURFACECOUNTERTOP TO REMAIN,REFURBISH TO LIKENEW CONDITION.SALES SIDEPHARMACY SIDEEXISTING SOLID SURFACE COUNTERTOP TO REMAIN. REFURBISH TO LIKE NEW CONDITION.PFC NOTES1. WORK SHALL BE ACCOMPLISHED IN A MANNER THAT WILL NOT AFFECT CURRENT PHARMACY OPERATIONS.2. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PROTECT PHARMACY EQUIPMENT DURING REPAIR WORK.3. GENERAL CONTRACTORS SHALL LEAVE PHARMACY IN A CLEAN AND OPERATIONAL MANNER AT THE END OF EACH WORK SESSION4. CUT CARPET AROUND FIXTURES AND UNDERCOUNTER EQUIPMENT. 5. REPLACE ALL GROMMET HOLES TO MATCH EXISTING LOCATIONS AND SIZES IN COUNTERS TO RECEIVE NEW WORK.6. NEW PAINT COLOR AND NEW LAMINATE TRANSITIONS ARE TO REMAIN WHERE EXISTING TRANSITIONS OCCUR. MAX2' - 10"4"2' - 0"3"1' - 9"OPEN TO FLOOR2x4 WOOD BLOCKING1x4 WOOD BLOCKINGALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE UNO.COLOR TO MATCH1x4 WOOD BLOCKINGPL32B92' - 0"PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDESPL32REINSTALL EXISTING SOLIDSURFACE COUNTERTOP345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).11/30/180121191503/18/2019 11:51:24 AMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_RX_V18_dmeyer.rvtRXPFCPAINT, FIX,CLEAN (PFC)PLAN ANDDETAILSCMH18251ITHACA, NY012119ITHACA, NYDGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYSTORE NO: 5240-201 1/4" = 1'-0"1PHARMACY PLAN 1/4" = 1'-0"1APHARMACY DEMO PLAN 1/4" = 1'-0"2EXTERIOR ELEVATION 1 1/2" = 1'-0"3COUNTER SECTION 1 1/2" = 1'-0"4COUNTER SECTION 1 1/2" = 1'-0"5COUNTER SECTION 1" = 1'-0"6SECTIONISSUE BLOCK1 REV #1 03/01/192 ADD #1 03/18/19300 PHARMACYWALLS• PAINT ACCENT WALL P204 FULL HEIGHT. REF PLANS FOR EXTENTS. PAINT ALL REMAINING WALLS P131 SEMIGLOSS. • INSTALL NEW PLASTIC BASE B9 ON ALL WALLS EXCEPT BEHIND PHARMACY RACKS.• REPAIR DAMAGED WALLS BOTH INTERIOR AND EXTERIOR TYP.FLOOR• CARPET AND TRANSITION STRIP PROVIDED BY GC, PREFERRED FLOORING CONTRACTOR INSTALLED.• REPLACE CUSHION BACK TILE CARPET C1, EXCEPT WHERE NOTED OTHERWISE IN PLANS AND SECTIONS.CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE. CASEWORK• EXISTING SOLID SURFACE COUNTERTOPS EXISTING TO REMAIN. REFURBISH TO LIKE NEW CONDITION.PHARMACY CUSTOMER SIDE• PAINT EXTERIOR WALLS AT PHARMACY P131 SEMIGLOSS.1 1 1/2" = 1'-0"7SINK CABINET SECTION2 OPTICAL SALES700WAITING707RECORDRETENTION704ADJUSTMENTS701CONTACTS702EXAM #2706PRE-TEST703EXAM #1705EXISTING SIGN TRACK MOLDING ANDFRAME HODLERS ARE TO BEREINSTALLED AFTER PAINTING.EXISTING CASEWORK,CHAIR RAIL, AND CORNICESIGN HOLDERS TO REMAIN.ADA DOOR MANEUVERING CLEARANCEEXISTING EXAM CHAIREXISTING EXAM ARM STANDMAINTAIN 5'-0" DIAMETER TURNAROUND SPACEADA DOOR MANEUVERING CLEARANCEMAINTAIN 5'-0" DIAMETER TURNAROUND SPACEVCREFRESH NOTES1.WORK SHALL BE ACCOMPLISHED IN A MANNTER THAT WILL NOT AFFECT CURRENT VISION CENTER OPERATIONS. 2.ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PROTECT VISION CENTER EQUIPMENT DURING REPAIR WORK. 3. GC SHALL LEAVE VISION CENTER IN A CLEAN AND OPERATIONAL MANNER AT THE END OF EACH WORK SESSION. 4. PATCH AND REPAIR ANY EXISTING DAMAGED WALLS AND PREPARE TO RECEIVE FINISHES TO MATCH ADJACENT EXISTING WALL. 5.UNLESS FLOOR BOXES ARE STILL IN SERVICE, EXISTING FLOOR BOXES IN VISION CENTER TO BE ABANDONED, REF ELECTRICAL FOR DEMOLITION OF EXISTING CIRCUITRY. COVER WITH STAINLESS STEEL ABANDONMENT PLATE (BLANK COVER) TO COVER HOLE WHERE FLOORING BOX IS REMOVED. MOUNT FLUSH WITH FLOOR. 700 OPTICAL SALESWALLS• PAINT ALL WALLS P131.• PLASTIC BASE IS EXISTING TO REMAIN. REPLACE DAMAGED PORTIONS. • REPAIR DAMAGED WALLS BOTH INTERIOR AND EXTERIOR, TYP. FLOOR• PVC: PIECE REPLACE LOOSE, BLISTERED OR DAMAGED WOOD PLANK PVC FLOORING.CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE. CLEAN CEILING GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.CASEWORK• EXISTING CASEWORK TO REMAIN, U.N.O. 701 ADJUSTMENTS, 702 CONTACTS, 703 PRE-TEST, 704 RECORD RETENTION, 705 EXAM #1, 706 EXAM #2, 707 WAITINGWALLS• PAINT ALL WALLS P131.• PLASTIC BASE IS EXISTING TO REMAIN. REPLACE DAMAGED PORTIONS. • REPAIR DAMAGED WALLS BOTH INTERIOR AND EXTERIOR, TYP. FLOOR• PVC: PIECE REPLACE LOOSE, BLISTERED OR DAMAGED WOOD PLANK PVC FLOORING.CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE. CLEAN CEILING GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.CASEWORK• EXISTING CASEWORK TO REMAIN, U.N.O. 345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).1/19/2019 1:37:01 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtVCREFREFRESHWMVC PLANGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGM,JEHGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1/4" = 1'-0"1VISION CENTER FLOOR PLANISSUE BLOCK DSSSSEDC-3SC-1SC-2SC-3RCU-1C-16aC-16bRCU-2C-03aC-03bC-03cC-03d3REM14REM1TYPSCMSC5d (E)CMSC1b (E)WIR 202006.21.18REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR FACTORY WIRING DIAGRAMS, FIELD WIRING TERMINATIONS, AND RS485 BACNET WIRING DETAILS.EEPR: OWNER TO FURNISH #14 AWG 4 CONDUCTOR CABLE FOR EEPR VALVE. ENERGY MANAGEMENT SYSTEM CONTRACTOR TO INSTALL / TERMINATE WIRING AT EEPR AND AT 'a' CASE TERMINAL BLOCK ONLY. REFER TO REFRIG SCHEDULES FOR QUANTITY AND CIRCUIT NAME.ONE CASE CONTROLLER PER CASE. CASE CONTROLLER FURNISHED AND INSTALLED BY THE CASE MANUFACTURER.FOR ADDITIONAL INFORMATION REFER TO CASE CONNECTION SCHEMATIC. REFER TO REFRIGERATIONFACTORY INSTALLED TERMINALBLOCK AT EVERY CASE. TYPSPORLAN S3CCASECONTROLLEREEPRNOTE:FOR CASES SERVICED BY A REMOTE CONDENSING UNIT OMIT EEPRCAT-5 ETHERNET CABLE TO NEXT CONTROLLER ON COMM LOOP. REFER TO ONE-LINE DIAGRAM.CAT-5 ETHERNET CABLE FROM PREVIOUS CONTROLLER ON COMM LOOP. REFER TO ONE-LINE DIAGRAM.RS-485 COMM WIRING FROM ES1 TO FIRST CASE/COIL CONTROLLER ON COMM LOOP. REFER TO ONE-LINE DIAGRAM.ENERGY MANAGEMENT SYSTEM CONTRACTOR TO PROVIDE RS-485 COMM WIRING TO FIRST CASE/COIL CONTROLLER ON COMM LOOP AND CAT-5 ETHERNET CABLE BETWEEN CONTROLLERS THEREAFTER.12.04.17PROVIDE P3300 UNISTRUT, OR EQUAL, AT LOCATIONS WHERE THE BACKBOARD CAN NOT BE SECURELY FASTENED TO THE WALL. SECURE UNISTRUT TO STRUCTURE AND FLOOR. PROVIDE CROSS-BRACING AS REQUIRED, TYP.PROVIDE 2" CONDUITS TO JOIST LEVEL AS NEEDED FOR CABLING AND PROVIDE BUSHINGS AT EACH END, TYP.PROVIDE PLYWOOD BACKBOARDPROVIDE 4"X4" WIREWAYINSTALL EMS VENDOR FURNISHED E2E NETWORK GATEWAY ENCLOSURE(S) ON BACKBOARD. REFER TO EMS ONE-LINE DIAGRAM.E2EREFRIGERATION EMS ONE-LINE REFLECTS THE INTENDED DESIGN BASED ON NEW CASES AND EXISTING SYSTEM NUMBERS. VERIFY ALL EXISTING CONDITION AND LOCATION OF ALL EMS EQUIPMENT PRIOR TO ROUGH-IN.EXECUTIVE GATEWAY -E2E RX-300COMMUNICATION PORT SCHEDULECOM2aLEAK DETECTION COMM LOOPCOM2bOPENCOM4aCASE / COIL CONTROLLER LOOP #1 / PACK CONTROLLERS / I/O BOARDSCOM4bOPENCOM6(SPORLAN/ELIWELL/CAREL) PACK / CASE / COIL CONTROLLER LOOP #2NOTE:1.) NOT ALL CONNECTIONS SHOWN ON THIS SCHEDULE ARE PRESENT AT EACH REFRIGERATION GATEWAY. REFER TO ONE-LINE DIAGRAM FOR CONNECTIONS SPECIFIC TO EACH REFRIGERATION GATEWAY.2.) ALL EMS CABLES FURNISHED BY EMS VENDOR.3.) IF NOT USED, COM2a AND COM6 PORT ASSIGNMENT MAY BE USED FOR BACNET COMM LOOP TO ACCOMMODATE MORE DEVICES.UNLESS NOTED OTHERWISE, DEVICES AND CABLING SHOWN IN THIS ONE-LINE DIAGRAM ARE VENDOR FURNISHED; REFRIGERATION ENERGY MANAGEMENT CONTRACTOR TO INSTALL CABLING AND DEVICES AND MAKE FINAL TERMINATIONS. REFER TO PLANS FOR DEVICE LOCATIONS.CASE CONTROLLER FACTORY INSTALLED IN NEW CASE. REFER TO CASE SCHEMATIC DETAIL TYP.S3CS3CS3CENERGY MANAGEMENT CONTRACTOR TO PROVIDE RS-485 BACNET CABLE TO FIRST CASE/COIL CONTROLLER ON A COMM LOOP ONLY. TYPMAXIMUM 4 BACnet COMM LOOPS PER RX-300. MAXIMUM 85 BACnet DEVICES PER RX-300. MAXIMUM 35 BACnet DEVICES PER COMM LOOP. TYP.REFER TO CASE CONTROLLERWIRING DETAIL. TYPCASE CONTROLLER QUANTITY TO BE DETERMINED BY THE CASE MANUFACTURER. TYP.E2E RX-300MTC REFRIGERATION GATEWAYNEW ETHERNET CABLE TO WALMART DATA NETWORK BY WALMART CABLING ISD PROVIDER EMS CONTRACTOR TO COORDINATE THE DATA REQUIRED FOR THIS SERVICE WITH THE WALMART CONSTRUCTION MANAGER.CAT5EEDC 3ENERGY MANAGEMENT CONTRACTOR TO PROVIDE CAT-5 ETHERNET CABLE BETWEEN CASE S3C's TYP.(C16a)(C16b)S3CS3C(C03b)(C03a)S3C(C03d)(C03c)MF16 U1/A1SC-1 TEMPSC-2 TEMPSC-3 TEMPRCU-1 TEMP ##RCU-2 TEMP ##U1/A1U1/A1U1/A1U1/A1SPARESPARESPAREU1/A1U1/A1U1/A1## MONITORING ONLY DEVICE1JOB NO.:SUITE 5238479-636-5004 800-321-8721ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STSHEET:STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE ATCONTEMPORANEOUSLY WITH ITS ISSUE DATE ON , AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.PROTO CYCLE:DRAWN BY:CHECKED BY:DOCUMENT DATE:ISSUE BLOCKCONSULTANTSPROTO:JOB NUMBER:228654/15/2019 5:17:59 PMREM1REFRIGERATIONENERGYMANAGEMENTPLANITHACA, NY012119WRKLLI11/30/18LLI3610 - REM1 - REFRIGERATION ENERGY MANAGEMENT PLAN -01211918251STORE NO: 5240-201150ITHACA, NYGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY1. EMS CONTRACTOR SHALL CONTACT THE EMS SUPPLIER(S) TO OBTAIN A CURRENT MODULE CONFIGURATION PRINTOUT BEFORE TERMINATING SENSOR LEADS AT INPUT MODULES. THE REQUEST FOR THE CONFIGURATION PRINTOUT SHALL BE MADE PRIOR TO THE INSTALLATION OF EMS CABLES. WIRING TERMINATIONS SHALL BE LANDED ACCORDING TO THE EMS SUPPLIER CONFIGURATION SHEETS.2. EMS CONTRACTOR SHALL PROVIDE COMPLETED REFRIGERATION SENSOR INPUT VERIFICATION FORMS TO THE EMS SUPPLIER(S) AT THE BEGINNING OF THE REFRIGERATION EQUIPMENT STARTUP. EMS INSTALLER SHALL PROVIDE ASSISTANCE TO THE EMS SUPPLIER(S) FOR SPOT CHECKING OF SENSORS FOR ACCURACY.3. ALL EMS CABLE ON THE SALES FLOOR SHALL BE ROUTED IN CONDUIT AND CONCEALED FROM VIEW AND ROUTED ALONGSIDE OTHER PIPING OR CONDUIT AS MUCH AS POSSIBLE.4. EMS CONTRACTOR SHALL BE PRESENT AND AVAILABLE TO RESOLVE ISSUES AND PROVIDE REFRIGERATION STARTUP ASSISTANCE UNTIL RELEASED BY THE EMS SUPPLIER AND WALMART MECHANICAL CONSTRUCTION MANAGER.5. DURING THE REFRIGERATION STARTUP, EMS CONTRACTOR SHALL COMPLETE ALL UNRESOLVED REFRIGERATION WORK PRIOR TO WORKING ON OTHER EMS INSTALLATION ITEMS.6. WHEN THE EMS SUPPLIER IS NOT SCHEDULED TO PERFORM THE ON SITE REFRIGERATION STARTUP, THE ENERGY MANAGEMENT CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL CHECKS AND TEST TO ENSURE A FULLY FUNCTIONAL REFRIGERATION CONTROL SYSTEM. CONTACT THE EMS SUPPLIER FOR THE BLANK TEST VERIFICATION FORMS AND INSTRUCTIONS FOR COMPLETING. ALL COMPLETED TEST VERIFICATION FORMS SHALL BE RETURNED TO THE WALMART MECHANICAL CONSTRUCTION MANAGER.7. REFER TO ARCHITECTURAL DRAWINGS FOR PIPING INSTALLATION AND SEALING REQUIREMENTS FOR DEVICES SHOWN ON COOLER/FREEZER PANELS. DO NOT INSTALL PIPING WITHIN COOLER/FREEZER PANELS.8. ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WITHIN STUD WALLS WHEREVER POSSIBLE. ON COOLER/FREEZER PANELS IN FOOD PREP AREAS WHERE UTILITIES MUST BE EXPOSED, CONTRACTOR TO HAVE THE OPTION OF THE FOLLOWING:A. SURFACE MOUNT UTILITIES WITH NON-CORROSIVE ANCHORS; SEAL BOTH SIDES OF PIPE/CONDUIT TO PANEL CONTINUOUSLY WITH SEALANT.B. INSTALL UTILITIES 1/2" OFF FACE OF PANEL TO ALLOW FOR CLEANING; USE ONLY NON-CORROSIVE MATERIALS FOR SPACERS AND ANCHORS.C. COVER UTILITIES WITH 20 GAUGE STAINLESS STEEL BENT PLATES MOUNTED TO WALL WITH NON-CORROSIVE ANCHORS; APPLY CONTINUOUS SEALANT ALONG EDGES AND JOINTS.9. REFERENCE ARCHITECTURAL DEMOLITION PLANS FOR FULL EXTENT OF DEMOLITION WORK REQUIRED.GENERAL REFRIGERATION EMS NOTES03.12.18ALL DEMOLISHED NOVAR EMS EQUIPMENT SHALL BE RETURNED TO WALMART MECHANICAL SERVICES CONSTRUCTION MANAGER. EQUIPMENT TO BE RETURNED INCLUDES: EXECUTIVE CONTROLLER(S), IOM(S), CIM(S), CCM(S), ETC. PROVIDE DOCUMENTATION FOR ALL EQUIPMENT REMOVED IN ACCORDANCE WITH SPECIFICATIONS AND REQUIRED CLOSE-OUT DOCUMENTS.EMS EQUIPMENT SALVAGEREQUIREMENTS11.02.1524 HOURS PRIOR TO SHUTTING DOWN ANY REFRIGERATION SYSTEMS, HVAC SYSTEMS OR ENERGY MANAGEMENT CONTROLS SYSTEMS, SEND EMAIL TO NSRM@WALMART.COM. THE E-MAIL SHALL STATE WHAT, WHY, AND WHEN IT IS BEING SHUT DOWN AND HOW LONG IT IS ANTICIPATED TO BE SHUT DOWN. THEN SEND A FOLLOW UP EMAIL TO NSRM@WALMART.COM AFTER THE WORK IS COMPLETE AND THE SYSTEM IS BACK UP AND RUNNING.REFRIGERATION NETWORK GATEWAYE2EENERGY MANAGEMENT SYSTEMEMSTEMPERATURETEMPVARIABLE FREQUENCY DRIVEVFDBACKBOARDNEW EQUIPMENTEXISTING EQUIPMENTFACTORY INSTALLED EQUIPMENTEQUIPMENT TO BE DEMOLISHEDCASE INPUT MODULEMREFRIGERATION CIRCUITREMOTE TEMPERATURE SENSORDUAL TEMP SWITCHRELAY IN BOXRELAY IN BOX & CONTACTOR PANELLEAK DETECTION PANELLEAK DETECTION SENSORAUDIO\VISUAL ALARMZONE ALARM SILENCE PANELREFRIGERATION CASE/CIRCUIT CONTROLLER (SPORLAN)LDPLZALTA-XDTSRIBSC-##S3CCONTACTORRIB/C-##REM SYMBOLS12.06.17EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.No. Desc. Date1 CCD #1 04/15/191/16" = 1'-0" 1REFRIGERATION ENERGY MANAGEMENT PLANNTS2REFRIGERATION EMS ONE-LINE DIAGRAMNTS4CASE CONTROLLER WIRING (SPORLAN)NTS3EMS BACKBOARDNTS5REFRIGERATION EMS ONE-LINE DIAGRAM (SPORLAN)NEW EQUIPMENTEXISTING EQUIPMENTEQUIPMENT TO BE DEMOLISHEDNOTE: ALL OF THE ELECTRICAL DEVICES SHOWN ON THE ONE-LINE DIAGRAM AS EXISTING ARE BASED UPON AS-BUILT DRAWINGS. EC SHALL VERIFY THE EXACT EXISTING CONDITIONS, SIZES AND LOCATIONS OF EQUIPMENT PRIOR TO ROUGH-IN. THIS ONE-LINE IS SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ANY NEW DEVICES ARE SHOWN IN BOLD AND ARE NOTED. DURING CONSTRUCTION, THE STORE SHALL STAY OPEN FOR BUSINESS. ANY NECESSARY POWER DOWNTIME SHALL BE SCHEDULED AND APPROVED BY GENERAL CONTRACTOR AND WALMART CONSTRUCTION MANAGER.ONE-LINE DIAGRAM PROCESSING134RECYCLINGCENTER135NEW MOP SINK,REF MEP.EXISTING OPENING22'-6"REMOVABLE INFILL PANEL5'-8" ± (F.V.)2'-10"PERMANENTWALL INFILL2-REC1OWNER PROVIDED AND INSTALLED MACHINES, TYP. GC TO COORDINATE WITH WMCM. 2'-10"11'-2"DDRE-ROUTE EXISTING SECONDARY OVERFLOW DRAIN PIPING (NOT SHOWN). REF PLUMBING AND DETAIL 11-A2.RECYCLINGCENTERPROCESSINGREMOVE EXISTING SINK, COUNTER, SOAP AND PAPER TOWEL DISPENSER. PATCH AND REPAIR WALL FINISHES AS REQUIRED TO MATCH ADJACENT. REF MEP.REMOVE EXISTINGMOP SINK, REF MEPREMOVE EXISTING RECYCLINGMACHINES, TYP. COORDINATEWITH ENVIPCO AND WMCM.REMOVE EXISTING HEADERREF 1-REC1 FOR ADDITIONALINFORMATION.RECYCLING CENTERCONTINUOUS 2x4(2) #12 SELFTAPPING SCREWS1 1/2" X 1 1/2" X 1/8"X 4" LONG ANGLES @ 2'O.C. MAX3/4" EXTERIOR TYPE 2FIRE TREATEDPLYWOOD(2) #12 WOODSCREWSWALL TILE ANDBACKER TO MATCH AND ALIGN WITH EXISTING ADJACENTPROCESSINGCONTINUOUS 3/8" SEALANT1/2" GLASS-MAT BACKER BEHIND TILE5'-4" ± (F.V.)EXISTING OPENING22'-6"5'-8" ± (F.V.)2'-10"2'-10"11'-2"REMOVABLEINFILL PANEL4REC1_______3REC1_______EXISTING WALL AND TILE TO REMAIN.EXISTING WALL AND TILE TO REMAIN.PERMANENT WALL INFILLREMOVABLE INFILL PANELS. REF DETAILS 4, 5 AND AND 6-REC1. AT AREAS OF WORK, INSTALL NEW GYP. BD. AS REQUIRED.CT2G2P131EXISTING 1/2"GYPSUM BOARDTO REMAINRAISE HEADER TO MINIMUM HEIGHTRELOCATEELECTRICAL ANDDATA AS REQUIRED106'-3 1/2"BOTTOM OFTO ACCOMODATE MACHINES6'-3" MIN HEIGHT REQ'DHEADER_______A6.11RECYCLINGPROCESSINGRAISE HEADER TO MINIMUM HEIGHT1/2" GYPSUMBOARDNEW GYP. BD. AS REQUIRED TO MATCH EXISTING ADJACENT. 3/4" EXTERIOR TYPE 2FIRE TREATED PLYWOOD1 1/2" X 1 1/2" X 1/8"X 4" LONG ANGLES @ 2'O.C. MAX(2) #12 SELFTAPPING SCREWS(2) #12 WOOD SCREWS(2) TAPCONSCREWS 1/4"WITH 1 1/2"EMBEDMENT1 1/2" X 1 1/2"X 1/8" X 4"LONG ANGLES @2' O.C. MAX(2) #12 WOODSCREWSEXISTING FLOORFINISH TO REMAIN2x4 AT PERIMETEROF WALL PANEL2x4 AT PERIMETER OF WALL PANELSEGMENT MATERIALAT PERIMETER OFREMOVABLE WALLPANEL UNOWALLTILE AND TRIM TO MATCH AND ALIGN WITH EXISTING ADJACENT FINISHES. CONTINUOUS SEALANT, COLOR TO MATCH GROUTJ-MOLD, TYP.CONTINUOUS SEALANT, TYP._______A6.111/2" GLASS-MAT BACKER BEHIND TILERECYCLING CENTERCONTINUOUS2X4CONTINUOUS 3/8"SEALANT(2) THRU BOLTS1 1/2" X 1 1/2" X 1/8"X 4" LONG ANGLES BACKTO BACK @ 2' O.C. MAX3/4" EXTERIOR TYPE 2FIRE TREATEDPLYWOOD(2) #12 WOODSCREWS EACHSIDEPROCESSINGWALL TILE ANDBACKER TO MATCH AND ALIGN WITH EXISTING ADJACENT1/2" GLASS-MAT BACKER BEHIND TILE134 PROCESSING, 135 RECYCLINGWALLS• GYP BD: PAINT P131 TO CEILING. • CMU: PAINT P164 WAINSCOT TO 4'-0" AFF AND P131 ABOVE 4'-0" AFF TO CEILING. • REPAIR ALL DAMAGED GYPSUM BOARD THAT IS VISIBLE. • PORCELAIN TILE: PATCH AND/OR REPAIR EXISTING WALL TILE TO MATCH ADJACENT. FLOOR• PORCELAIN TILE: PATCH AND/OR REPAIR EXISTING FLOORING TO MATCH ADJACENT. CEILING• PROCESSING: OPEN TO STRUCTURE: CLEAN JOISTS, JOIST GIRDERS, DECKING, CONDUIT, SPRINKLER PIPES, AIR GRILLES/DIFFUSERS, AND SECURITY GLOBES.• RECYCLING CENTER: GYP BD: CLEAN CEILING HVAC GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS. PAINT CEILING P131.345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).1/19/2019 1:36:37 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtREC1RECYCLINGPFCGNJ,DGM18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 3/16" = 1'-0"1RECYCLING CENTER FLOOR PLAN 3/16" = 1'-0"1ARECYCLING CENTER DEMO FLOOR PLANISSUE BLOCK 3" = 1'-0"6REMOVABLE PANEL DETAIL 1/4" = 1'-0"2INTERIOR ELEVATION 3/4" = 1'-0"3SECTION AT RECYCLING 3" = 1'-0"4REMOVABLE PANEL SECTION 3" = 1'-0"5REMOVABLE PANEL DETAIL1.ALL NECESSARY PRECAUTIONS SHALL BETAKEN TO PROTECT RECYCLING EQUIPMENTDURING REPAIR WORK2.GENERAL CONTRACTOR SHALL LEAVE RECYCLE CENTER IN A CLEAN AND OPERATIONALMANNER AT THE END OF EACH WORK SESSION3.PRIOR TO COMMENCING WORK, COORDINATEWITH ENVIPCO AND FIELD PROJECT MANAGERFOR REMOVAL AND REPLACEMENT OF NEWMACHINES:ENVIRONMENTAL PRODUCTS COOPERATION(ENVIPCO)BRYAN CAIRNS99 GREAT HILL ROADNAUGATUCK, CONNECTICUT 06770(203) 720-4072 OR(586) 823-9169PFC NOTES 1C234GROCERY SALES900BBAKERY SALES904POULTRYCOOLERPLUMBING /MECHDELI COOLERDELI FREEZERPRODUCECOOLERBAKERY COOLERBAKERY906PRODUCE PREP909SERVICE DELI901DELI PREP902DELI UTILITY903SALAD PREP914B.7B.2906AINSTALL CASE FLASHING AT ALL NEW AND EXISTING CASES. REF 6-GA3.4A3_______4A3_______902A903A908ANEW MOP SINK, REF MEP.909BNEW 3 DRS RD3000.142: NARROW REACH-IN. NEW W0011.52VERIFY EXACT LOCATION OF CASES WITH WALMART CONSTRUCTION MANAGER PRIOR TO STARTING CONSTRUCTION (TYP)PATCH AND REPAIR WALLS AND FINISHES TO MATCH ADJACENT WHERE IMPACTED BY INSTALLATION OR MODIFICATION OF PLUMBING AND/OR ELECTRICAL UTILITIES. NEW 8' RD4018.052:MULTI-DECK CASESNEW 4' 4018.052:MULTI-DECKNEW 8' RH0135.000:SELF-SERVICE CASENEW 4' RH0122.000: SELF SERVICE CASE.RELOCATED EXISTING 48" DELI PASS THRU.NEW 8' RD2006.642:SERVICENEW 4' RD2006.642:SERVICERELOCATED STAINLESSSTEEL TABLE(3) RELOCATED EXISTING SLICERSON (3) NEW D007A MOBILE STANDSRELOCATED EXISTINGSTAINLESS STEELTABLESRELOCATEDSTAINLESS STEELCARTW0011.521.52NEW 4' 4018.052:MULTI-DECKW100NEW 8' RD1010.652:SELF-SERVICE CASE.1.52NEW BLAST CHILLER D102.W100W100SIMRE-SECURE AND RE-SEAL EXISTING PREP SINK.RE-SECURE AND RE-SEAL EXISTING PREP SINK.RE-SECURE EXISTING FLOOR MOUNTED STAINLESS STEEL BOLLARDS.INSTALL NEW STAINLESS STEEL CHASE. REF DETAILS 8 & 9-GA3. RELOCATEDEXISTING SCALE,TYP. OF (3).INSTALL STAINLESS STEEL ANGLE CORNER GUARD ON CORNER ADJACENT TO CASE. REF SPECS. INSTALL TRIM ANGLE AT BULKHEAD. EQUIPMENT NOTES5. FINISHES FOR OWNER SUPPLIED EQUIPMENT ARE SPECIFIED PER BID ALIGNMENT BETWEEN OWNER AND OEMGENERAL EQUIPMENT NOTESA. ALL EQUIPMENT IS SUPPLIED BY OWNER, INSTALLED BY THE GENERAL CONTRACTOR, GENERAL CONTRACTOR TO MAKE FINAL UTILITY CONNECTIONS, UNLESS OTHERWISE NOTEDB. REFERENCE SPECIFICATIONS FOR REFRIGERATED AND HOT DISPLAY CASES FOR SUPPLIED BY, INSTALLED BY, AND FINAL CONNECT BYC. REFERENCE SPEC APPENDIX A FOR MANUFACTURER AND MODEL NUMBERS NOT LISTED IN EQUIPMENT LEGENDSD. OWNER TO SUPPLY SS FIXTURES BY WIN-HOLTSHEET NOTES4. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL TO MEETING WALMART QUALITY ASSURANCE STANDARDS. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. REFERENCE SECTION 07900 FOR SEALANT SCHEDULE5. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR INDICATED IN THE SPECIFICATIONS. SUCH JOINTS NOT SHOWN OR SCHEDULED SHALL BE SEALED WITH SEALANTS AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC APPLICATION.6. INTERIOR SEALANTS USED IN FOOD PREPARATION AREAS SHALL MEET THE REQUIREMENTS FOR USE IN USDA REGULATED FACILITIES7. PROVIDE GALVANIZED STEEL TRIM TO CLOSE ANY GAPS THAT ARE LEFT BETWEEN THE END CASES AND LONG CASE RUNS AFTER THE CASES ARE SET IN THEIR FINAL POSITION.8. COORDINATE REMOVAL AND DISPOSAL OF EXISTING REFRIGERATED CASES AND FIXTURES WITH INSTALLATION OF NEW REFRIGERATED CASES AND FIXTURES. EXISTING REACH-IN FROZEN CASES TO BE RELOCATED OR REMOVED SHALL BE USED ON A TEMPORARY BASIS DURING CONSTRUCTION OF NON-SERVICE SEAFOOD AREA. TEMPORARY CASES SHALL BE REMOVED ONCE THE NEW CASES ARE DELIVERED AND OPERATIONAL.9. DIMENSIONS OF REFRIGERATED CASES ARE TO THE OUTERMOST POINTS OF THE CASES; ENDCAPS AND BUMPERS ARE CONSIDERED PART OF THE CASE, WHERE THEY OCCUR. DIMENSIONS ON THE FIXTURE PLANS ARE FOR LAYOUT AND OWNER-FURNISHED ITEMS ONLY AND ARE NOT TO BE USED FOR LOCATION OF WALLS AND OTHER CONTRACTOR-BUILT ITEMS10. ALL FIXED (NON-MOVEABLE) EQUIPMENT INCLUDING SINKS, OVENS, AND REFRIGERATED EQUIPMENT SHALL BE SEALED TO THE WALLS. BASE OR LEGS SHALL BE SET IN A BED OF SEALANT WITH EXCESS REMOVED. MOVEABLE EQUIPMENT SHALL NOT BE SEALED.11. ALL COOLER BOX MODIFICATIONS TO BE PERFORMED BY COOLER/FREEZER MANUFACTURER. RELATED SLAB WORK BY GC.12. REFER TO DETAILS 1,2,3-GA3 FOR SANITARY COVE BASE DETAILS13. REPLACE SOAP DISPENSERS AND PAPER TOWEL DISPENSERS IN ALL GROCERY SERVICE AND PREP AREAS. REF 7-GA3, REF SPEC.1. STUD WALL DIMENSIONS ARE TO THE FACE OF THE STUDS.2. ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WITHIN STUD WALLS WHEREVER POSSIBLE. ON COOLER/FREEZER PANELS IN FOOD PREP AREAS WHERE UTILITIES MUST BE EXPOSED, CONTRACTOR TO HAVE THE OPTION OF THE FOLLOWING: a. SURFACE MOUNT UTILITIES WITH NON-CORROSIVE ANCHORS; SEAL BOTH SIDES OF PIPE/CONDUIT TO PANEL CONTINUOUSLY WITH SEALANT. b. INSTALL UTILITIES 1/2" OFF FACE OF PANEL TO ALLOW FOR CLEANING; USE ONLY NON-CORROSIVE MATERIALS FOR SPACERS AND ANCHORS.c. COVER UTILITIES WITH 20 GAUGE STAINLESS STEEL BENT PLATES MOUNTED TO WALL WITH NON-CORROSIVE ANCHORS; APPLY CONTINUOUS SEALANT ALONG EDGES AND JOINTS.3. PROVIDE CONT USDA APPROVED SEALANT AT ALL JOINTS BETWEEN MATERIALS ON WALLS AND FLOORS IN FOOD PREPARATION COOLER AND FREEZER AREAS.900 GROCERY SALESWALLS• GYP BD: PAINT P131 TO CEILING IF EXISTING OR FULL HEIGHT WHERE OPEN TO STRUCTURE. INSTALL PS7 WAINSCOT AND DB5 BASE UNO. EXTEND WAINSCOT AND BASE AT EXPOSED WALL TO NEAREST MERCHANDISE RACK. REF 3-A3.• SOFFITS AND BULKHEADS: PAINT P131 FULL HEIGHT UNO.FLOOR• VCT: SPOT REPLACE AS DIRECTED BY CM TO MATCH EXISTING. REF SHEET A1.1 FOR ADDITIONAL INFORMATION.CEILING• OPEN TO STRUCTURE: CLEAN AND PAINT EXPOSED HVAC DUCT WORK AND PLENUMS TO MATCH PAINTED STRUCTURE. CLEAN JOISTS, JOIST GIRDERS, DECKING, CONDUIT, SPRINKLER PIPES, AIR GRILLES/DIFFUSERS AND SECURITY GLOBES.COLUMNS• REF DETAIL 2-A1.• PAINT OTHER STRUCTURAL ELEMENTS ADJACENT TO WALLS P131.904 BAKERY SALESWALLS• GYP BD: PAINT P131 TO CEILING IF EXISTING OR FULL HEIGHT WHERE OPEN TO STRUCTURE. INSTALL PS7 WAINSCOT AND DB5 BASE UNO. EXTEND WAINSCOT AND BASE AT EXPOSED WALL TO NEAREST MERCHANDISE RACK. REF 3-A3.• SOFFITS AND BULKHEADS: PAINT P131 FULL HEIGHT UNO.FLOOR• VCT: SPOT REPLACE AS DIRECTED BY CM TO MATCH EXISTING. REF SHEET A1.1 FOR ADDITIONAL INFORMATION. CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE ON A8. CLEAN CEILING GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.901 SERVICE DELI , 902 DELI PREP, 903 DELI UTILITY, 906 BAKERY, 914 SALAD PREPWALLS• REPAIR/REPLACE DAMAGED NRP PANELS TO MATCH EXISTING.• NRP1 WHITE: ETR. REPAIR DAMAGED NRP WALLS TO MATCH ADJACENT. INSTALL NEW BASE TO MATCH EXISTING.• REPAIR DAMAGED WALL TILE.FLOOR• EXPOSED CONCRETE: EXISTING TO REMAIN. • SANITARY COVE BASE: CLEAN ALL COVE BASE AND REPLACE DAMAGED BASE TO MATCH ADJACENT.CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE ON A8. CLEAN CEILING GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.909 PRODUCE PREPWALLS• REPAIR/REPLACE DAMAGED NRP PANELS TO MATCH EXISTING.• NRP1 WHITE: ETR. REPAIR DAMAGED NRP WALLS TO MATCH ADJACENT. INSTALL NEW BASE TO MATCH EXISTING.FLOOR• EXPOSED CONCRETE: EXISTING TO REMAIN. • SANITARY COVE BASE: CLEAN ALL COVE BASE AND REPLACE DAMAGED BASE TO MATCH ADJACENT.CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE ON A8. CLEAN CEILING GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.CASE DESCRIPTIONQTYMULTI-DECK(FRESH MEAT)CASE LENGTH6FTLED LIGHTING CONVERSION CASE COUNT-8FT 112FT 6NOTE:MIN 4 WEEKS PRIOR TO INSTALLATION, GC TO CONTACTWALMART SUPPLIER (LEDorders@spiriti.com) TO PLACE AN ORDER.SERVICE DELI EQUIPMENT LEGENDNO.QTYDESCRIPTIONNOTES---D007A 3 MOBILE STAND ---D102 1BLAST CHILLER345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).7/30/2019 1:26:34 PMC:\Users\dmeyer\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtGA1FRONTGROCERYPLANGNJ,DGM18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYJEH,DGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYKEYNOTES1.52REFRIGERATED CASE CORNER PROTECTION 1/8" = 1'-0"1FRONT GROCERY FLOOR PLANISSUE BLOCK1 REV #1 03/01/192 ADD #1 03/18/193 CCD #5 07/30/19REFRIGERATED CASE LEGENDNO. QUANTITYCASE LENGTH /DOOR NODESCRIPTION MFR OR SUPPLIER MODEL NO. NOTESRD1010.652 1 8FT SELF-SERVICE HUSSMANN E2V 5RD2006.642 1 4FT SERVICE HUSSMANN SMBT 5RD2006.642 1 8FT SERVICE HUSSMANN SMBT 5RD3000.142 1 3DR NARROW REACH-IN HILL PHOENIX INC ONRZH 5RD4018.052 2 4FT MULTI-DECK KYSOR WARREN DX6XN 5RD4018.052 2 8FT MULTI-DECK KYSOR WARREN DX6XN 5RD4028.351 1 12FT MULTI-DECK PANASONICAPPLIANCESREFRIGERATIONFPW 5RD8021.045 1 8FT REACH-IN (FRENCH DOORS) HUSSMANN ISDDF5SU 5RD8021.045 1 12FT REACH-IN (FRENCH DOORS) HUSSMANN ISDDF5SU 5RD8022.145 1 4DR REACH-IN HUSSMANN RFL 5RH0122.000 1 4FT SELF-SERVICE CUSTOM DELI DILW-SS 5RH0135.000 1 8FT SERVICE SELF-SERVICE CUSTOM DELISEQUIPMENT CO. INC.DILW-CB-SS 5WEDGE EQUIPMENT LEGENDNO. QTY DESCRIPTION NOTESW001 2 SERVICE CUSTOMER WEDGE (STRAIGHT) ---W100 3 SERVICE ASSOCIATE WEDGE (STRAIGHT) ---1233 D1230DEFGH4F.5GROCERY SALES900GROCERYFREEZERCOMPRESSORENCLOSURESTOCKROOM916MEAT COOLERDAIRY COOLEREDC-310.44MOUNT TO END PANELSEAFOODFREEZER5A3_______916AMEAT PREP912BAKERY UTILITY908BAKERYFREEZER912ANEW MOP SINK. REF MEP. 1.171.171.171.171.171.171.17_______GA34RELOCATED EXISTINGRACKS. COORDINATE WITHWMCM.NEW D RACK. COORDINATEWITH WMCM.3"7'-3 1/2"7'-7 1/4"1'-7 1/2"NEW OGP DOLLIES, TYP. COORDINATE WITH WMCM. RELOCATED EXISTINGRACK. COORDINATE WITHWMCM.3"1'-1"NEW OGP DOLLIES, TYP. COORDINATE WITH WMCM. NEW OGP DOLLIES, TYP. COORDINATE WITH WMCM. NEW OGP DOLLIES, TYP. COORDINATE WITH WMCM. NEW 12' RD8021.045: REACH-IN (FRENCH DOORS)NEW 8' RD8021.045: REACH-IN (FRENCH DOORS)NEW 4 DR RD8022.145: REACH-INTYP9.90P131INSTALL STRAPS AT EXISTING USED COOKING OIL TANK. REF 5-GA3. SHEET NOTES1. DIMENSIONS OF REFRIGERATED CASES ARE TO THE OUTERMOST POINTS OF THE CASES; ENDCAPS AND BUMPERS ARE CONSIDERED PART OF THE CASE, WHERE THEY OCCUR. DIMENSIONS ON THE FIXTURE PLANS ARE FOR LAYOUT OF OWNER-FURNISHED ITEMS ONLY AND ARE NOT TO BE USED FOR LOCATION OF WALLS AND OTHER CONTRACTOR-BUILT ITEMS2. PROVIDE GALVANIZED STEEL CLOSURE PANELS AT ALL VERTICAL GAPS AND HORIZONTAL GAPS 52" OR LOWER BETWEEN REFRIGERATED CASES AND OTHER REFRIGERATED CASES, WALLS, OR EQUIPMENT3. ALL FIXED (NON-MOVEABLE) EQUIPMENT INCLUDING SINKS, OVENS, AND REFRIGERATED EQUIPMENT SHALL BE SEALED TO THE WALLS. BASE OR LEGS SHALL BE SET IN A BED OF SEALANT WITH EXCESS REMOVED. MOVEABLE EQUIPMENT SHALL NOT BE SEALED4. ALL COOLER BOX MODIFICATIONS TO BE PERFORMED BY COOLER/ FREEZER MANUFACTURER. RELATED SLAB WORK BY GC.916 STOCKROOMWALLS• REPAIR ALL DAMAGED GYPSUM BOARD THAT IS VISIBLE.FLOOR• EXPOSED CONCRETE: EXISTING TO REMAIN. CEILING• OPEN TO STRUCTURE: CLEAN JOISTS, JOIST GIRDERS, DECKING, CONDUIT, SPRINKLER PIPES, AIR GRILLES/DIFFUSERS, AND SECURITY GLOBES.COMPACTOR• REMOVE FRP AROUND COMPACTOR OPENING AND CLEAN SURFACE.• COMPACTOR DOOR OPENING: PAINT 8'-0" WIDE STRIP CENTERED ON OPENING WITH P16 EPOXY PAINT TO 8'-0" AFF.912 MEAT PREPWALLS• NRP1 WHITE: ETR. REPAIR DAMAGED NRP WALLS TO MATCH ADJACENT. INSTALL NEW BASE TO MATCH EXISTING.FLOOR• EXPOSED CONCRETE: EXISTING TO REMAIN. • SANITARY COVE BASE: CLEAN ALL COVE BASE AND REPLACE DAMAGED BASE TO MATCH ADJACENT.CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE ON A8. CLEAN CEILING GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.908 BAKERY UTILITYWALLS• NRP1 WHITE: ETR. REPAIR DAMAGED NRP WALLS TO MATCH ADJACENT. INSTALL NEW BASE TO MATCH EXISTING.FLOOR• EXPOSED CONCRETE: EXISTING TO REMAIN. • SANITARY COVE BASE: CLEAN ALL COVE BASE AND REPLACE DAMAGED BASE TO MATCH ADJACENT.CEILING• LAY-IN: REF CEILING ALLOWANCE SCHEDULE ON A8. CLEAN CEILING GRID, AIR GRILLES/DIFFUSERS, SECURITY GLOBES, AND SPRINKLER HEADS. CLEAN LIGHT LENSES UNO. REPLACE ANY DAMAGED ITEMS.345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).3/1/2019 2:33:44 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtGA2REARGROCERYPLANGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGM,JEHGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYKEYNOTES1.17EXISTING MEAT CASES TO BE RETROFITTED W/LED LIGHTS FURNISHED BY WALMART ANDINSTALLED BY GC. REF ELECTRICAL9.90FLOOR STRIPES. REF N1 FOR STRIPINGCONDITIONS.10.44PROVIDE TACTILE "EXIT" SIGN. REF N1. 1/8" = 1'-0"1REAR GROCERY FLOOR PLANISSUE BLOCK1 REV #1 03/01/191 SPLICERREF SPECSEND CAPREF SPECSPREFABRICATED INSIDEAND OUTSIDE CORNERS;REF SPECSSANITARY COVE BASEREF SPECS TYPTAB (TYP)NOTE:REF MANUFACTURERSWRITTEN INSTRUCTIONSFOR MECHANICALFASTENERSFREEZER/COOLERPANEL7 1/2" H SANITARYCOVE BASEREF SPECIFICATIONSWALL FINISH AS SCHEDULEDCONCRETE FLOORMETAL STUDBOTTOM STUD WALL TRACKGLASS-MAT BACKER MATERIALBUILDING TAPE (4")REF SPEC SECTION 09655WALL TILEREF SHEET A8 FOR SIZE AND COLORTILE THINSETINSTALL WALL TILE ON TOPOF 6" H GLASS-MATBACKER MATERIALMETAL STUDBOTTOM STUDWALL TRACK2" SELF-ADHESIVEFIBERGLASS MESH TAPEOVER BUILDING TAPEADHESIVE AT BACK ANDBOTTOM OF BASE PERMANUFACTURERSINSTRUCTIONSCONCRETE FLOOR7 1/2" H SANITARY COVE BASEREF SPECIFICATIONSGLASS-MATBACKER MATERIALBUILDING TAPE (9")REF SPEC SECTION 096556" HIGH GLASS-MATBACKER MATERIALSANITARY COVE BASE OVER FREEZER/COOLER PANELSANITARY COVE BASE OVER NRP/FRP/SS STEELSANITARY COVE BASE AT CERAMIC TILE3" MIN3" MINNOTES:1. CONDITIONS SHOWN ARE FOR NEW CONSTRUCTION. PARTITION AND SUBSTRATE ABOVE 12" AFF MAY VARY AT EXISTING PARTITIONS2. TRIM EXCESS BUILDING TAPE FROM PROJECTING HORIZONTAL FLAP PRIOR TO INSTALLATION OF BASE3. REF 3-GA3 FOR ADDITIONAL INFORMATION AT INSIDE AND OUTSIDE CORNERS4. GC TO PROVIDE MECHANICAL FASTENERS PER MANUFACTURERS WRITTEN INSTRUCTIONS5. USE ACCESSORIES PROVIDED AND INSTALL SANITARY COVE BASE PER MANUFACTURERS INSTRUCTIONSSANITARY COVE BASETRIM HORIZONTAL EXTENDED FLANGEOF BUILDING TAPE TO 1" WIDEPRIOR TO INSTALLATION OF BASESTEEL TRACKSECTIONINSIDE CORNEROUTSIDE CORNERWALL TILEASSCHEDULEDCONTINUOUSSEALANTBASEREF FINISH SCHEDULE1/2" GYPSUM BOARDUNOCONTINUOUSSEALANTNON PREP AREA4" H GLASS-MATBACKER MATERIALGLASS-MATBACKER MATERIALTO 12" AFFBUILDING TAPEREF SPECSPREP AREA2" SELF-ADHESIVE FIBERGLASSMESH TAPE OVER BUILDING TAPE7" HIGH GLASS-MATBACKER MATERIAL2" HORIZONTAL MESHTAPE OVER BUILDINGTAPE WITH 1/2" OVERLAP9" BUILDING TAPEOVER GLASS-MATBACKER MATERIALGLASS-MAT BACKER MATERIAL6"H GLASS-MATBACKER MATERIAL1/2" OVERLAP1/2" OVERLAP3 ROWS OF 2"VERTICAL MESH TAPEWITH 1" OVERLAP OVER4" VERTICAL BUILDINGTAPE ON ALL VERTICALCORNERS FULL HEIGHT3 ROWS OF 2"VERTICAL MESH TAPEWITH 1" OVERLAP OVER4" VERTICAL BUILDINGTAPE ON ALL VERTICALCORNERS FULL HEIGHT1/2" OVERLAPTAPE7"BUILDING20 GAUGE SS ORALUMINUM FLASHING SET IN A CONT BED OF SEALANT. PROVIDE A 2" LAP WITH CONT BED OF SEALANT AT SPLICESPAN HEAD SHEETMETAL SCREWS AT 12"OCREFRIGERATED/HOT CASEFINISHED FLOOR2"MIN1"NOTE: INSTALL ALUMINUM FLASHINGBETWEEN CASE KICKPLATE ORCOUNTERFLASHING AND INTERNALFRAME. CASE AND CASE TRIM SHOWNHALFTONE FOR CLARITY.SERVICE SIDENOTE: DO NOT INSTALL FLASHING OVER DRAINS. IF DRAINS ARE PRESENT AT SERVICE SIDE OF CASE, START AND STOP FLASHING AT SIDES OF DRAIN. HEM EDGES OF FLASHING.SANITARY COVE BASE SURFACEPREPARATION REQUIREMENTS1. REMOVE EXISTING WALL BASE. AT EXISTING WALL CONDITIONS, REMOVE ALL GYPSUM BOARD BELOW 12" AFF AND REPLACE WITH GLASS-MAT BACKER OF SAME THICKNESS. IF FRP IS IN GOOD CONDITION REPLACE DAMAGED BASE WITH NEW BASE.2. REMOVE AND REPLACE WALL FINISH TO NEAREST JOINT AS REQUIRED TO PERFORM GLASS-MAT BACKER INSTALLATION. 3. CUT BACK EXISTING QUARRY TILE FLOORING AS REQUIRED TO PROVIDE 1" CLEAR FROM FINISHED SURFACE TO EDGE OF TILE.4. REMOVE ALL DEBRIS AND ANY REMAINING GROUT, CLEAN SURFACES AS REQUIRED FOR PROPER INSTALLATION OF CONSTRUCTION MATERIAL AND FINISHES.5. INSTALL BUILDING TAPE AND FIBERGLASS MESH TAPE AS INDICATED.SECTION4" DIAMETERPIPE BOLLARDADD PLASTIC YELLOWBOLLARD COVER. REFSPECSCONCRETE FILL8" DIAMETER CORE DRILLCONCRETE FLOOR SLAB4" DIAMETER PIPE BOLLARD,FILL WITH CONCRETE. COREDRILL FLOOR SLAB THENHAND AUGER THEREAFTER.BOLLARDS TO BE INSTALLEDAFTER TANK IS INSTALLEDROUND OFF TOPFACE OF EXTERIOR WALLCADDYTYPICAL BOLLARD LOCATIONS4"4"4"3'-0"2'-0"3"HANDSINKSOAPDISPENSERAT REAR OF REFRIGERATED CASE OR WALLPAPERTOWELDISPENSERSOAPDISPENSERPAPERTOWELDISPENSERHANDSINKTYPICAL (WALL MOUNTED)TOP OF REFRIGERATED CASE OR WALLSEAL TOWALLSEAL TO BACK OFREFRIGERATED CASE2" MIN3'-10"4'-1"4'-2" MIN2" MIN4'-1"16 GAUGE STAINLESS STEELCHASE CLOSURE PANELMETAL CHASE CLOSUREPANEL TO FIT INSIDE OFMETAL CHASE ENCLOSURE16 GAUGE STAINLESSSTEEL ENCLOSURE16 GAUGE STAINLESSSTEEL ENCLOSUREAT BOTTOM OF CHASE PROVIDE A 2" HEMMED FLANGE. ATTACH FLANGE TO FLOOR AT 6" OC WITH CONCRETE SCREW ANCHORS MIN 21/2 '' EMBEDMENTSECTIONSECTION#12 TEKSCREWS AT 48"OCMETAL FABRICATION NOTE:ALL EDGES TO BE DEBURRED AND HEMMED. HEMS MUST BE LOCATED WITHIN THE INSIDE OF THE CHASEUTILITIES NOTE:LOCATE REFRIGERATIONLINES ON ACCESS SIDEOF CHASE ENCLOSUREPANEL1'-0"1"2"6"2"GROCERYSALESSERVICEDELIREFRIGERATED CASEEXISTING FASCIA PANELEXISTING LAY-INCEILINGSTAINLESS STEEL CHASEREF 8-GA3.PAN HEAD SHEETMETAL SCREWS AT12" OC20 GAUGE STAINLESSSTEEL FLASHING SETIN A CONT BED OFSEALANT. PROVIDE A2" LAP WITH CONTBED OF SEALANT ATSPLICESFINISHED FLOORPROVIDE DIAGONALBRACING AT TOP OFCHASE AS REQUIREDMIN4"FV9'-10"OWNER SUPPLIED ITEMSWDS NUMBER COUNT DESCRIPTION MODEL VENDORVENDOR NUMBERPEDESTAL TABLE ---- ---- 1000048911LOUNGE CHAIR BLACK ---- 1000048911AUTOMATED EQUIPMENT TOWER ---- CLEVERON1000713341INTERIOR PICKUP DOOR ---- D.H. PACE, INC. 1000050759EXTERIOR PICKUP DOOR ---- D.H. PACE, INC. 1000050759N/AN/A11 N/AREACH-IN (FRENCH DOORS) (SELF CONTAINED) ISDDF5SU HUSSMANN 1000048208REF GA24'-0" WALL PANELS idX HAINES, JONES & CADBURY 1000121534REF A5 RD8021.045REACH-IN (SELF CONTAINED) RFL HUSSMANN 1000048208RD8022.145MANAGER'S DESK WMLC-1832 NATIONAL CART CO. 1000041654ETRPRINTER STAND ASY-80012609-ASY NATIONAL CART CO. 1000041654ETR LOCKING CABINET BM-134759 PAN-OSTON 1000214242REF A5SPARK PICKUP BUILDING SIGN 2'-6" SIGN SHOP- WALMART STORES, INC. ----ETRPRINTER ---- WALMART STORES, INC. ----ETR1. THE QUANTITIES (COUNT) OF ITEMS PURCHASED BY OWNER AS SCHEDULED ON THIS "OWNER SUPPLIED MATERIALS AND OWNER SUPPLIED ITEMS" SCHEDULES, MAY NOT ACCURATELY REPRESENT THE ACTUAL QUANTITY REQUIRED TO COMPLETE THE SCOPE OF WORK INCLUDED IN THE CONTRACT DOCUMENTS. ACTUAL QUANTITY (COUNT) OF OWNER SUPPLIED ITEMS SHALL BE DETERMINED THROUGH A THOROUGH REVIEW AND ACCOUNTING OF THE CONTRACT DRAWINGS. 2. REFERENCE APPENDIX A IN THE SPECIFICATIONS TO DETERMINE WHO IS RESPONSIBLE FOR THE INSTALLATION OF OWNER FURNISHED PRODUCTS.SHEET NOTESHIGH-POWERED BUILDING MOUNTED EXTERIOR LIGHTWST LED P3 50K VF MVOLT DDBXDACUITY BRANDS LIGHTING, INC. 1000041247N/A ACUITY BRANDS LIGHTING, INC.CLEVEROND.H. PACE, INC.HAINES, JONES & CADBURYHUSSMANNNATIONAL CART CO.PAN-OSTONSIGN SHOP- WALMART STORES, INC.WALMART STORES, INC.LOCKING CABINET CC10.01 CLEVERON ----REF A5TOWER CART RAIL MCCUE CORPORATION 1000103326----REF A5MCCUE CORPORTATIONREF GA2LOCATE ONE BLOCKING ASSEMBLY AT EACH STRAPPING POINT W/ HORIZONTAL PORTION OF BLOCKING TO RUN PARALLEL TO STRAPPING3" x 26 GA METAL STRAPPING. ATTACH TO WALL ASSEMBLE BLOCKING WITH STAINLESS STEEL WOOD SCREWS. REF SPEC 06100 TANK WIDTH MATCH1'-0" MINBLOCKING IS NOT TO BE PAINTEDTREATED 2x6x2'-0";ATTACH TO CMU WITH (2) TAPCON ANCHORS345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).3/1/2019 2:33:50 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtGA3GROCERYDETAILSGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGM,JEHGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 3" = 1'-0"1SANITARY COVE BASEACCESSORY DETAILS 3" = 1'-0"2SANITARY COVE BASE DETAILS (CONCRETE) 1 1/2" = 1'-0"3WALL DETAIL 3" = 1'-0"6CASE TRIM DETAIL AT SERVICE CASE 1/2" = 1'-0"4BOLLARD DETAILSISSUE BLOCK1 REV #1 03/01/19 1/2" = 1'-0"7HAND SINK ELEVATION 1 1/2" = 1'-0"8STAINLESS STEEL CHASE AT DELI 3/4" = 1'-0"9SECTION AT DELI 3/8" = 1'-0"5BLOCKING DETAILS1 345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).1/19/2019 1:36:29 PMC:\Windows\system32\config\systemprofile\Documents\05240_Ithaca_NY_150_L_ARCH_V18_dmeyer.rvtGA5RESPONSIBILITYSCHEDULESGNJ18251ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYDGMGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY36REMOVE ALL OF THE OLD CASES AND CLEAR SITE OF ALLTOOLS, UNUSED INSTALLATION MATERIALS AND TRASH.GC RC GC RC35SUBMIT REQUIRED VERISAE AND OTHER REGULATORY FORMSAS REQUIRED BY THE END OF COMMISSIONING WEEK.COMPLETED VERISAE FORMS ARE TO BE EMAILED TOMCEQUIP@WAL-MART.COM.RC RC RC RC34AFTER ALL CHANGES HAVE BEEN MADE TO A RACK, REMOVEANY COMPRESSOR SUCTION FILTERS / SOCKS AND REPLACETHE RACK LIQUID LINE FILTERS. LEAVE THE OLD FILTERS /...RC RC RC RC33REINSTALL ANY PREVIOUSLY REMOVED (UNDAMAGED) ASSETPROTECTION (BUMP GUARDS). INSTALL NEW OWNERFURNISHED PROTECTION EQUIPMENT AS NEEDED.RC RC RC RC32REPLACE THE SHOP FLOOR DRAWINGS AND INSTALLREPLACEMENT LEGENDS.RC RC RC RC31 INSTALL NEW CIRCUIT LABELS TO THE NEW CASES AS... RC RC RC RC30REPLACE MISSING OR DAMAGED FLOOR TILES OR REPAIRVISIBLE, DAMAGED CONCRETE FLOOR AROUND THE NEWCASES. (AS NEEDED)GC (OR WMTPREFERREDFLOORNGINSTALLER)RC N/A N/A29 FILL THE NEW CASE WITH PRODUCT. WMT WMT WMT WMT28HANDOVER THE NEW CASES TO THE STORE.(CASES MUST BE CLEAN, AT OPERATIONAL TEMPERATURE ANDFULLY FUNCTIONAL WITH ALL PANS AND SHELVING IN PLACE.)RC RC RC RC27CARRY OUT A THOROUGH LEAK TEST ON ALL WELDED ANDMECHANICAL JOINTS INSTALLED OR DISTURBED DURING THEPROJECT.RC RC RC RC26NOTIFY WMT BUILDING CONTROLS THAT THE NEW CASES ARERUNNING AND ONLINE.RC RC RC RC25WHEN REPLACING DELI SERVE OVER CASES, COORDINATE THEINSTALLATION OF THE DATA CABLING FOR THE DELI SCALES.WMT RC/WMT WMT RC/WMT24WHEN REPLACING PRODUCE CASES, INSTALL NEW MISTINGSYSTEM TO CASES AND CONNECT TO DEDICATED WATERSUPPLY.RC RC RC RC23FURNISH CONTROLS SUPPORT TO THE INSTALLINGCONTRACTOR.OEM OEM OEM OEM22 INSTALL FURNISHED LIDS TO REFRIGERATED BUNKERS. RC RC RC RC21SWITCH ON AND COMMISSION THE NEW CASES, VALVES ANDCONTROLS AS REQUIRED. CHECK AND ADJUST MECHANICALTXV SUPERHEATS TO OEM RECOMMENDATIONS AND EPR...RC RC RC RC20EVACUATE AND PRESSURE TEST THE NEW CASES AND ANYPIPING MODIFIED OR DISTURBED DURING THE WORK.RC RC RC RC19CONNECT THE NEW CASES (MECHANICAL, ELECTRICAL,PLUMBING AND CONTROLS) AS DETAILED ON THE PRINTS.RC RC RC RC18SET THE NEW CASES IN THE POSITION DICTATED BY THECONSTRUCTION PRINTS. ENSURE CASES ARE STRAIGHT ANDLEVEL, AND SHIMMED PER THE MANUFACTURER'S GUIDANCE.SEAL ALL CASES WITH BUTYL SEALANT. ALIGN GLASS DOORSPLUMB AND LEVEL TO PREVENT "SAW-TOOTHING" OF THEDOORS.RC RC RC RC17WHEN REPLACING MULTI-DECK AND / OR GLASS DOOR CASES,AND REUSING EXISTING PIPEWORK, RE-INSULATE THEREFRIGERATION PIPING BEHIND THE CASES. THIS APPLIES TOALL PIPING THAT IS ACCESSIBLE WITHOUT DISTURBINGEXISTING CASES, INSIDE PITS / TUNNELS OR IN A CHASE THATIS NOT BEING OTHERWISE DISTURBED.RC RC N/A N/A16 CLEAN THE FLOOR UNDER THE CASES AND JET THE DRAINS. RC RC N/A N/A15DECOMMISSION AND REMOVE THE OLD CASES. IN TEXAS, ALLDECOMMISSIONED CASES WILL BE REMOVED FROM THESTORE BY QUICK REFRIGERATION.COORDINATE REMOVAL AND DISPOSAL WITH WMTCONSTRUCTION MANGER.WHEN REPLACING PRODUCE CASES, REMOVE WATER SUPPLYFROM MISTING SYSTEM.WHEN REPLACING DELI SERVE OVER CASES, COORDINATE THEREMOVAL OF THE DATA CABLING FOR THE DELI SCALES.RC RC N/A N/A14REMOVE ALL OF THE ASSET PROTECTION (BUMP GUARDS)FROM AROUND THE CASES.GC RC N/A N/A13REMOVE ALL OF REFRIGERATED PRODUCTS FROM THE CASESTHAT ARE BEING REPLACED.WMT WMT N/A N/A12NOTIFY THE WMT BUILDING CONTROLS TEAM AND ADVISETHEM WHICH SYSTEMS AND WHICH CASES WILL BE IMPACTEDBY THE WORK.RC RC N/A N/A11NOTIFY THE EMS VENDOR 24 HRS. IN ADVANCE OF THE WORK -TELL THEM WHAT CASES ARE BEING INSTALLED AND WHATSYSTEMS WILL BE IMPACTED.RC RC RC RC10 OBTAIN HOT WORK PERMITS AS REQUIRED. GC RC GC RC9 COORDINATE THE INSTALLATION TIME WITH STORE... GC RC GC RC8PREFABRICATE AS MUCH OF THE NEW PIPE WORK ANDELECTRICAL CONDUIT AS POSSIBLE AND MOUNT ANY NEWDEVICES IN ORDER TO REDUCE THE AMOUNT OF "DOWN TIME...RC RC RC RC7PROVIDE ALL "SLAVE" WIRING FROM FIRST CASE TOREMAINING CASES ON THE CIRCUIT.RC RC RC RC6PROVIDE ELECTRICAL POWER CABLING FROM POWER SOURCETO THE FIRST CASE IN THE CIRCUIT.GC RC GC RC5INSTALL AND TERMINATE FURNISHED CONTROLS WIRING (24VOLTS OR LESS) AS DETAILED ON THE PRINTS.RC RC RC RC4PROVIDE TYPEWRITTEN SCHEDULES FOR ALL AFFECTEDELECTRICAL PANELBOARDS.GC RC GC RC3FURNISH ALL CONTROLS CABLING AS NECESSARY TOCOMPLETE THE WORK. (24 VOLTS OR LESS)EMS EMS EMS EMS2FURNISH AND INSTALL ALL (REFRIGERANT AND DRAIN) PIPING,AND ALL FIELD INSTALLED REFRIGERATION VALVESNECESSARY TO COMPLETE THE WORK.RC RC RC RC1 FURNISH THE NEW / REPLACEMENT CASES. OEM/WMT OEM/WMT OEM/WMT OEM/WMTREMODEL CAPEX REMODEL CAPEXREPLACEMENTS NEW EQUIPMENT# SCOPE OF WORKRESPONSIBLE PARTY***NOTE***THIS DOCUMENT IS INTENDED TO DESCRIBE IMPORTANT ELEMENTS OF THIS PROJECT AND TO DEFINE THE RESPONSIBLE PARTIESFOR THIS WORK STREAM. IT IS NOT MEANT TO BE AN EXHAUSTIVE SOURCE OF INFORMATION OR A COMPLETE SCOPE OF WORK. ITSHOULD BE READ AND USED IN CONJUNCTION WITH ADDITIONAL, DETAILED INFORMATION IN THE WALMART REALTY ONE BESTWAY STANDARDS LIBRARY, AND IN PUBLICATIONS AVAILABLE FROM THE MANUFACTURER.CASE INSTALLATIONMC MECHANICAL CONTRACTOR AND SUB-CONTRACTORSWTC WATER TREATMENT CONTRACTORAESSUPPLIER OF AHU ADAPTER CURBS, RTU ADAPTER CURBS AND WALMART'SEQUIPMENT SALVAGE PARTNERWMT WALMARTPS WALK-IN BOX PANEL SUPPLIEROEMORIGINAL RACK EQUIPMENT MANUFACTURER, ORIGINAL CASE EQUIPMENTMANUFACTURER, AHU MANUFACTURER, RTU MANUFACTUREREMS EMS VENDORGC GENERAL CONTRACTOR AND SUB-CONTRACTORSRC REFRIGERATION CONTRACTOR AND SUB-CONTRACTORSABBREVIATION DESCRIPTIONABBREVIATION LEGENDISSUE BLOCK BUILDING KEY PLAN 15 0 B K A J 12 1 S1 1 C D 2 1 REPLACE EXISTING CONDENSING UNIT WITH NEW CONDENSING UNIT (200#); EXISTING CURB TO REMAIN; ATTACH NEW UNIT TO EXISTING CURB WITH STAINLESS STEEL BOLTS; REF UNIT SUPPLIER FOR BOLT QUANTITY, SIZE AND LAYOUT; FIELD VERIFY LOCATION OF EXISTING CURBEXISTING JOIST GIRDER, TYPEXISTING CMU WALL EXISTING STEEL JOISTS, TYPA. BUILDING CODE 2015 IBC WITH NEW YORK STATE SUPPLEMENT B. WIND LOADS 1. ULTIMATE WIND SPEED 120 MPH 2. NOMINAL WIND SPEED 93 MPH 3. RISK CATEGORY III 4. EXPOSTURE CATEGORY B 5. ENCLOSURE CLASSIFICATION ENCLOSED C. DOOR DESIGN WIND PRESSURE (SERVICE) 1. MAN DOOR ±28.8 PSF 2. SECTIONAL DOOR ±25.7 PSF 3. CART STORAGE DOOR ±26.0 PSF 4. ENTRY DOOR ±24.8 PSF DOOR DESIGN LOADS BARTHP.E., LLCALVERSONc o n s u l t i n g s t r u c t u r a l e n g i n e e r 930 C 816.421.4200 ꞏꞏ K C MO ENTRAL ANSAS ITY,64105 WWW.JBAENGR.COMJ.345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:5/24/2019 7:35:47 AMC:\Users\ZRR\Documents\05240_Ithaca_NY_150_L_STRUC_V18_ZRR.rvtS1 PARTIAL ROOF FRAMING PLAN ZRR18251THIS DRAWING WAS PREPARED FOR USEON A SPECIFIC SITE AT: ITHACA, NYCONTEMPORANEOUSLY WITH ITS ISSUEDATE ON 01/21/19 AND IT IS NOT SUITABLEFOR USE ON A DIFFERENT PROJECT SITEOR AT A LATER TIME. USE OF THISDRAWING FOR REFERENCE OR EXAMPLEON ANOTHER PROJECT REQUIRES THESERVICES OF PROPERLY LICENSEDARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.01/21/19STORE NO: 5240-20115011/30/18 JBA PROJECT NO:ITHACA, NYJSH 1836005240 GENERAL REMODEL135 FAIRGROUNDS MEMORIAL RKWYGENERAL NOTES GENERAL 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR IMPLIED BY THESE DRAWINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. 2. EXISTING CONDITIONS SHOWN MAY NOT REFLECT EXACT “AS-BUILT” CONDITIONS. BIDDERS SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BID. WITHIN ONE WEEK FROM THE START OF CONSTRUCTION DATE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING MATERIAL, MEASUREMENTS, AND ELEVATIONS AND SHALL NOTIFY THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND THE OWNER’S CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR FORESEEN PROBLEMS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL FIELD MEASUREMENTS, EXISTING CONDITIONS, AND KNOWN COMPLICATIONS WITH THE MATERIAL SUPPLIERS. 3. GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE DEMOLITION AND NEW CONSTRUCTION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 4. GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES, PROPERTY, ETC DURING CONSTRUCTION. RESTORE ALL ITEMS DAMAGED, AS REQUIRED BY OWNER'S REPRESENTATIVE, TO THE OWNER'S SATISFACTION AT NO COST TO OWNER OR WITHOUT EXTENSION OF CONTRACT TIME. 5. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT AND MAINTAINING STABLITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. STEEL JOISTS AND JOIST GIRDERS 1. EXISTING STEEL JOISTS AND JOIST GIRDERS ARE ASSUMED TO BE IN GOOD CONDITION AND IN COMPLIANCE WITH THE STEEL JOIST INSTITUTE SPECIFICATIONS. ANY DAMAGE TO EXISTING JOISTS OR GIRDERS SHALL BE REPORTED PRIOR TO ADDING LOAD TO FRAMING. 2. ALL WELDING SHALL CONFORM TO THE CURRENT AMERICAN WELDING SOCIETY SPECIFICATIONS AND BE PERFORMED BY CERTIFIED WELDERS. DO NOT OVER WELD OR BURN THRU JOIST MATERIAL. ANY DAMAGE TO EXISTING JOIST SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. LIGHT GAUGE STEEL FRAMING 1. NOT USED. 2. NOT USED. 3. NOT USED. 4. NOT USED. 5. NOT USED. DESIGN LOADS 1. BUILDING CODE A. BUILDING CODE 2015 IBC WITH NEW YORK STATE SUPPLEMENT 2. GRAVITY LOADS A. ROOF DEAD LOAD 18.5 PSF B. ROOF LIVE LOADS 1. ROOF 20 PSF (MIN OR SNOW LOAD) C. ROOF SNOW LOADS 1. GROUND SNOW LOAD (Pg) 40 PSF 2. IMPORTANCE FACTOR (I) 1.1 3. SNOW EXPOSURE FACTOR (Ce) 1.0 4. ROOF THERMAL FACTOR (Ct) 1.0 5. FLAT ROOF SNOW LOAD (Pf) 44 PSF 6. OWNER DIRECTED SURCHARGE LOAD 10 PSF 7. TOTAL DESIGN FLAT ROOF SNOW LOAD (Pf) 54 PSF 3. LATERAL LOADS A. WIND LOADS 1. BASIC WIND SPEED (3-SECOND GUST) - ULTIMATE DESIGN WIND SPEED 120 MPH - BASIC DESIGN WIND SPEED (SERVICE) 93 MPH 2. WIND EXPOSURE CATEGORY B 3. RISK CATEGORY III B. SEISMIC LOADS (SERVICE) 1. 5% DAMPED MAPPED ACCELERATION PARAMETER (Ss) 0.125 2. 1-SEC PERIOD MAPPED ACCELERATION PARAMETER (S1) 0.056 3. 5% DAMPED SPECTRAL RESPONSE COEFF. (Sds) 0.134 4. 1-SEC PERIOD SPECTRAL RESPONSE COEFF. (Sd1) 0.090 5. SITE CLASS D 6. RISK CATEGORY III 7. IMPORTANCE FACTOR (Ie) 1.25 8. SEISMIC DESIGN CATEGORY B ABBREVIATIONS AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE AFF ABOVE FINISHED FLOOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY BFF BELOW FINISHED FLOOR BL BLOCK LINTEL BM BEAM BO BOTTOM OF BOM BOTTOM OF MASONRY BOS BOTTOM OF STEEL BRG BEARING CJ CONTRACTION JOINT CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE COND CONDENSER UNIT CONST CONSTRUCTION CONT CONTINUOUS DIA DIAMETER EF EXHAUST FAN EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EQ EQUAL EW EACH WAY FDN FOUNDATION FF FINISHED FLOOR FS FAR SIDE FTG FOOTING FV FIELD VERIFY GA GAUGE GC GENERAL CONTRACTOR HHEIGHT HORIZ HORIZONTAL HSA HEADED STUD ANCHOR HSS HOLLOW STRUCTURAL SHAPE INFO INFORMATION ISO ISOLATION JBE JOIST BEARING ELEVATION JST JOIST JT JOINT KSI KIPS PER SQUARE INCH LLENGTH LB POUNDS LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANOUS MO MASONRY OPENING MTL METAL NIC NOT IN CONTRACT NO NUMBER NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OPPOSITE HAND PAF POWER ACTUATED FASTENER PCF POUNDS PER CUBIC FOOT PL PLATE PLF POUNDS PER LINEAR FOOT PLUMB PLUMBING PMEJ PREMOLDED EXPANSION JOINT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH QTY QUANITY RACK REFRIGERATION RACK REF REFER TO REINF REINFORCING REQD REQUIRED REV REVERSE RO ROUGH OPENING RTU ROOF TOP UNIT SCHED SCHEDULE SDI STEEL DECK INSTITUTE SIM SIMILAR SJI STEEL JOIST INSTITUTE SPCS SPACES SPECS SPECIFICATIONS STRUC STRUCTURAL T&B TOP AND BOTTOM THK THICKNESS TO TOP OF TOC TOP OF CONCRETE TOF TOP OF FOOTING TOM TOP OF MASONRY TOS TOP OF STEEL TOW TOP OF WALL TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL WWIDTH WP WORK POINT 1/8" = 1'-0"1 PARTIAL ROOF FRAMING PLAN 1 1/2" = 1'-0"3 NOT USED 1/4" = 1'-0"2 NOT USED 1 1 1 1 ISSUE BLOCK 1CCD #3 05/24/19 7)#7)$;-)ATM1DDDBADFRONTDDDDDDDDDDD DDDDOODSSL SSL1A234567891011121314150B.6CDEFGBHJFLOW HYDRANTSTATIC HYDRANTEXISTING 8" UG ~ 549'EXISTING 8" UG ~ 356'E X IS T IN G 8"U G ~142'EXISTING 8" UG ~ 450'EXISTING 12" UG ~ 343'EXISTING 12" UG ~ 348'EXISTING 12" UG ~ 110'EXISTING 12" UG ~ 182'EXISTING 12" UG ~ 487'EXISTING 8" UG ~ 67'1-FP3FP21FP2.21FP2.11FP2.317(/345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA‹SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).NEW YORK ALTERATION WARNING STATEMENT:IT IS A VIOLATION OF THE NEW YORK EDUCATION LAW, ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.1(:<25.1<:(677+675((768,7(ZZZKQ\HQJFRPFP1OVERALLFIRESPRINKLERPLANBLS1980205240ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYNAW/JEJGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYDARRELL E. STEINDOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS PROVIDED BY THE FOLLOWING CONTACTS:FIRE SPRINKLER REVIEWING AUTHORITY:GILLIAN HAINES-SHARP, FIRE MARSHAL(607) 272-1234CONTACT INFORMATIONNFPA STANDARDS EDITIONNFPA 13 2013UL GUIDELINE:UL LLC TECHNICAL REPORT PROJECT 4788122552APPLICABLE CODESSYMBOL LEGENDSPRINKLER RISERTRAPEZE HANGERHANGERRISER NIPPLE/DROP NIPPLEHYDRAULIC REFERENCE NODE POINTSYMBOLDESCRIPTIONCAPNEW SPRINKLER PIPEEXISTING SPRINKLER PIPEDEMOLISHED SPRINKLER PIPEXXXINSPECTOR'S TEST/AUXILIARY DRAINNEW CONNECTIONFIRE DEPARTMENT CONNECTIONPROVIDE ADDITIONAL SPRINKLERS AS REQUIRED PER NFPA 13 IN EXISTING SPRINKLER CABINET FOR ANY NEW SPRINKLERS INSTALLED.020'40'60'SCALE: 1"=40'-0"1" = 40'-0" 1FIRE PROTECTION OVERALL PLAN7. THE FIRE PROTECTION ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK, THE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR, SUBCONTRACTORS, THEIR RESPECTIVE EMPLOYEES OR ANY OTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE ENGINEERING FIRM'S EMPLOYEES.8. CONTRACTOR MUST REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID. SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL OF THE CHANGES FROM BOTH THE AUTHORITY HAVING JURISDICTION AND THE OWNER'S DESIGNATED REVIEW CONSULTANT IN ADDITION TO OBTAINING THE NECESSARY APPROVALS, THE CONTRACTOR MUST MAKE NOTE OF ANY FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS, AND THEN MUST PROVIDE A SET OF AS-BUILT DRAWINGS ONCE COMPLETE.9. CONTRACTOR MUST VERIFY ALL DROP DOWN LOCATIONS AT EXTERIOR WALLS WITH THE PROJECT MANAGER PRIOR TO INSTALLATION.10. ALL PIPING MUST BE COORDINATED AROUND FRAMING MEMBERS AND PROPERLY INSTALLED INSIDE THE BAR JOIST.11. CONTRACTOR SHALL ROUTE PIPING AROUND ALL OBSTRUCTIONS AND PROVIDE SPRINKLER PROTECTION UNDER OBSTRUCTIONS, AS DETAILED IN NFPA 13 STANDARDS AS PART OF THE FIELD COORDINATION AT NO ADDITIONAL COST TO OWNER.12. ALL SPRINKLER DEFLECTOR DISTANCE REQUIREMENTS SHALL BE IN ACCORDANCE TO THE STANDARDS OUTLINED IN NFPA 13.13. ALL PIPING PASSING THROUGH CMU WALLS SHALL BE INSTALLED WITH ONE INCH CLEARANCE ON ALL SIDES. (CORE DIAMETER EQUAL TO PIPE +2"). ALL CORES SHALL BE COORDINATED WITH STRUCTURAL REINFORCING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL CORING WITH PROPER CLEARANCE AT ALL CMU WALLS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TWO INCH CLEARANCE AROUND ALL PIPING PASSING THROUGH CONCRETE SLABS. THE SPRINKLER CONTRACTOR SHALL FILL ALL CLEARANCES WITH APPROVED MASTIC.14. PROVIDE FLUSHING CONNECTIONS IN ACCORDANCE WITH THE STANDARDS OUTLINED IN NFPA 13.15. PROVIDE ALL NECESSARY OFFSETS, RISES OR DROPS IN PIPING AND AUXILIARY DRAINS REQUIRED BY BUILDING CONDITIONS.16. EXAMINE THE JOB CONDITIONS AND VERIFY ALL MEASUREMENTS, DISTANCES, ELEVATIONS, CLEARANCES, ETC.17. ARCHITECTURAL AND ELECTRICAL BACKGROUND INFORMATION IS SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO THE CONTRACT DOCUMENTS FOR LOCATIONS, SIZES AND QUANTITIES OF OTHER TRADE WORK.18. SPRINKLER SPACING SHALL BE PER NFPA 13 UNLESS OTHERWISE NOTED ON PLANS AND/ OR PROTECTION CRITERIA LEGEND.19. INTERFACE SPRINKLER SYSTEM WITH FIRE PROTECTION SUPERVISORY SYSTEM.20. ALL MATERIALS SHALL BE UL LISTED OR FM APPROVED. SPRINKLER PIPE SHALL BE MANUFACTURED TO STANDARDS RECOGNIZED BY NFPA 13., THREADED PIPE SHALL HAVE A CORROSION RESISTANCE RATING OF 1.0 OR GREATER. CRIMP-TYPE COUPLINGS SHALL NOT BE USED. THREADABLE THINWALL PIPE WITH CORROSION RESISTANCE RATING OF LESS THAN 1.0 SHALL BE USED ONLY WITH ROLL GROOVE FITTINGS.21. IF REQUIRED, PROVIDE 24 VOLT AC, ELECTRIC BELL, MODEL NO. PBA248, ELECTRIC BELL BY POTTER ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI, LOCATE AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. PROVIDE NEW DOUBLE POLE VANE TYPE FLOW DETECTOR, MODEL NO. VSR-F, BY POTTER ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI. SET ADJUSTABLE DELAYED SIGNAL AT 30 SECONDS. MOUNT WATER FLOW INDICATORS NO HIGHER THAN 6 FEET ABOVE FINISH FLOOR.22. ALL SPRINKLER SYSTEMS THAT ARE TO BE MODIFIED SHALL BE HYDROSTATICALLY TESTED PER NFPA 13 PRIOR TO SPRINKLER SYSTEM MODIFICATION AND SHALL BE RE-HYDROSTATICALLY TESTED AFTER COMPLETION OF WORK. REFERENCE HYDROSTATIC BOX NOTE FOR ADDITIONAL INFORMATION.23. DO NOT HANG OR SUPPORT ANY LOADS OR MAKE ANY ATTACHMENTS TO THE METAL ROOF DECK OR JOIST BRIDGING.24. SAMMY SCREWS ARE NOT PERMITTED.25. CEILING FLANGES ARE NOT PERMITTED.26. PROVIDE RETAINING STRAPS ON HANGERS WHERE REQUIRED.27. CONTRACTOR IS TO COORDINATE FINAL SPRINKLER HEAD LOCATIONS AND PIPE ROUTING SUCH THAT THEY DO NOT INTERFERE WITH NOR RECEIVE DAMAGE FROM THE NORMAL OPERATIONS OF THE AREA.28. WHERE THE DESIGN IS SHOWN TO REPLACE PENDENT SPRINKLERS THAT ARE INSTALLED IN CEILINGS IT IS THE CONTRACTORS RESPONSIBLITY TO VERIFY THE SIZE OF THE EXISTING FITTING THAT THE SPRINKLER IS INSTALLED IN PRIOR TO BID. IT IS THE RESPONSIBLITY OF THE CONTRACTOR TO PROVIDE THE NESSESARY FITTING(S) WHEN THE PENDENT SPRINKLER HAS A LARGER/SMALLER SIZE THAN WHAT IS CURRENT INSTALLED ON THE SYSTEM(S). 1. THE DESIGN SHOWN ON THESE CONTRACT DOCUMENTS HAS BEEN PREPARED FOR APPROVAL BY THE AUTHORITY HAVING JURISDICTION AND TO PROVIDE GUIDANCE FOR BIDDING. SUBMIT COMPLETE FIRE SPRINKLER SHOP DRAWINGS AS REQUIRED BY CONTRACT DOCUMENTS TO THE OWNERS DESIGNATED REVIEWERS. BASE SPRINKLER DESIGN UPON THESE DRAWINGS AND AS REQUIRED BY THE SPECIFICATIONS. SHOP DRAWINGS MUST INCLUDE ELEVATIONS, HANGER LOCATIONS, PIPE LENGTHS, DIMENSIONS, FABRICATIONS METHODS, MATERIAL DATA, AND ADDITIONAL INFORMATION NECESSARY TO CLARIFY THE INTENT OF INSTALLATION. CONTRACTOR SHALL PROVIDE PIPE SIZE, SPRINKLER SPACING, AND SYSTEM CONFIGURATION AS SHOWN. ALTERNATE MATERIALS MUST BE SENT TO THE FIRE PROTECTION ENGINEER OF RECORD OR VIA THE RFI PROCESS AND MUST BE APPROVED IN RECORD DOCUMENTS PRIOR TO BID.2. COORDINATE LOCATIONS OF FIRE PROTECTION COMPONENTS, INCLUDING PIPING, ALARMS, DRAINS, TEST POINTS, ETC. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS. OBSTRUCTION TO SPRINKLER DISCHARGE MUST BE CONSIDERED DURING SHOP DRAWING PRODUCTION AND INSTALLATION; ADDITIONAL SPRINKLERS MAY BE REQUIRED AT NO ADDITIONAL COST TO OWNER. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.3. CONTRACTOR MUST VISIT THE BUILDING SITE TO DETERMINE THE FULL EXTENT OF THE EXISTING FIRE PROTECTION WORK AND EXISTING CONDITIONS, BECOME TOTALLY FAMILIAR WITH THE DISCONNECTIONS, REMOVALS, RELOCATIONS AND/OR RECONNECTIONS OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, AND CONDITIONS IN THE PROPOSAL FOR THIS PROJECT. NO EXTRA COMPENSATION WILL BE PAID FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, AND/OR ALLOWANCE.4. SUBMIT A REQUEST FOR INFORMATION FOR QUESTIONS REGARDING THE FIRE PROTECTION DOCUMENTS PER RFI PROCESS LOCATED IN THE FIRE PROTECTION SPECIFICATIONS.5. NEUTRALIZATION WALLS, IF PROVIDED, ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. REFER TO MECHANICAL DRAWINGS FOR NEUTRALIZATION WALL PENETRATION DETAIL.6. PENETRATIONS OF "RATED ASSEMBLIES" SHALL BE FIRE STOPPED WITH AN APPROVED MATERIAL PER METHODS REQUIRED BY PROJECT SPECIFICATIONS AND THE AUTHORITY HAVING JURISDICTION.GENERAL NOTES CONT.GENERAL NOTES1. CONTRACTOR MUST VISIT THE BUILDING SITE TO DETERMINE THE FULL EXTENT OF THE EXISTING FIRE PROTECTION WORK AND EXISTING CONDITIONS, BECOME TOTALLY FAMILIAR WITH THE DISCONNECTIONS, REMOVALS, RELOCATIONS AND/OR RECONNECTIONS OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, AND CONDITIONS IN THE PROPOSAL FOR THIS PROJECT. NO EXTRA COMPENSATION WILL BE PAID FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, AND/OR ALLOWANCE.2. UNLESS INDICATED OTHERWISE, DISCONNECT AND REMOVE ALL EXISTING FIRE PROTECTION COMPONENTS NOT INTENDED TO BE REUSED.3. DISCONNECT, RELOCATE, AND RECONNECT EXISTING FIRE PROTECTION SYSTEMS AND EQUIPMENT WHERE REQUIRED.4. NOTE CAREFULLY THAT THE FIRE PROTECTION DRAWINGS ARE INTENDED TO INDICATE, ONLY DIAGRAMMATICALLY, THE EXTENT AND THE GENERAL CHARACTER AND LOCATIONS OF THE WORK INCLUDED. PROVIDE ALL WORK OBVIOUSLY INTENDED, BUT HAVING MINOR DETAILS OMITTED OR NOT SHOWN. COMPLETE AS REQUIRED TO PERFORM THE FUNCTIONS INTENDED. FOLLOW THE CONTRACT DOCUMENTS FOR BUILDING DETAILS AND FIT THE WORK OF THE FIRE PROTECTION DRAWINGS AND SPECIFICATIONS THERETO.5. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO AN APPROVED DUMPING SITE AND CLEAN ALL FIRE PROTECTION WORK PRIOR THE PROJECT COMPLETION.6. PERFORM ALL WORK ACCORDING TO THE PROJECT PHASING SCHEDULE INFORMATION FOR THIS PROJECT. PROVIDE ALL NECESSARY FIRE PROTECTION WORK, TEMPORARY AND/OR OTHERWISE, AND USE WHATEVER MEANS NECESSARY, TO CONFORM TO THE REQUIRED CONSTRUCTION PHASING OF THE PROJECT.7. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION.8. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH ADJACENT SURFACES LEFT UNUSED AFTER EXISTING SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND VACATED FROM THESE HOLES.9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT THE PROJECT.10. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE DEMOLITION SHALL BE LEFT IN SERVICE.11. THE CONTRACTOR SHALL PROPERLY NOTIFY THE LANDLORD. THE LESSOR AND THE ADJACENT TENANTS A MINIMUM OF 48 HOURS IN ADVANCE BEFORE PROCEEDING WITH THIS WORK. ALL WORK SHALL BE SCHEDULED IN ADVANCE.FIRE SPRINKLER PIPING AND DEMOLITION NOTESSHEET INDEXFP1 OVERALL FIRE SPRINKLER PLANFP2 ENLARGED FIRE SPRINKLER PLANFP2.1 ENLARGED FIRE SPRINKLER PLANFP2.2 ENLARGED FIRE SPRINKLER PLANFP2.3 ENLARGED FIRE SPRINKLER PLANFP3 FIRE PROTECTION DETAILS1. ALL UNDERGROUND IS SHOWN FOR HYDRAULIC REFERENCE ONLY.2. SEE CIVIL DRAWINGS FOR EXACT LOCATIONS IF AVAILABLE.3. NO NEW WORK UNLESS OTHERWISE NOTED.GENERAL UNDERGROUND NOTESONE AIR VENT MUST BE INSTALLED ON ALL WET TYPE FIRE PROTECTION SYSTEMS INCLUDING SYSTEMS NOT AFFECTED BY THE REMODEL SCOPE OF WORK. EACH AIR VENT IS TO BE INSTALLED AT THE HIGHEST POINT OF THE SYSTEM AND PREFERABLY ON THE MAINS. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING THE HIGHEST POINT OF EACH SYSTEM AND INSTALLING THE AIR VENT IN AN ACCESSIBLE LOCATION. IF THE AIR VENT IS TO BE INSTALLED ABOVE AN EXISTING CEILING THE CONTRACTOR MUST PROVIDE SIGNAGE PER NFPA 13. REF 2-FP3.AIR RELEASE VENTTHE FOLLOWING INFORMATION MUST BE SHOWN ON THE PLACARDS FOR EACH UL PERFORMANCE BASE DESIGNS. REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION. PLACARDS THAT ARE INSTALLED WITH INFORMATION WRITTEN PERMANENT MARKER WILL NOT BE ACCEPTED. SYSTEM #: X AREA: XSPRINKLERS CALCULATED: XSPRK END HEAD PRESSURE: XHOSE DEMAND: XSYSTEM FLOW DEMAND: XSYSTEM PRESSURE DEMAND: XSYSTEM SAFETY FACTOR: XINSTALLING CONTRACTOR: XUL PERFORMANCE BASE DESIGN PROJECT 4788122552, NC27954PLACARD INFORMATIONSTATIC: 90.0 PSIRESIDUAL: 48.0 PSI AT 1650 GPMINFORMATION DERIVED FROM A FLOW TEST PERFORMED BY THE ITHACA FIRE DEPARTMENT ON 06/07/2018. ADDITIONAL SAFETY FACTORS ARE NOT INCLUDED.WATER SUPPLY INFORMATIONDYNA-FLOWPRODUCTNOMINALPIPE SIZEINSIDEDIAMETERPIPE TABLE (WET)2"2.2032.7032 1/2"DYNA-FLOW3.3143"DYNA-FLOW4.3104"DYNA-FLOWDYNA-THREAD1.0801"DYNA-THREADDYNA-THREADDYNA-THREAD1 1/4"1 1/2"2"1.4081.6392.104SCHEDULE 10SCHEDULE 10SCHEDULE 10SCHEDULE 10SCHEDULE 10SCHEDULE 102"2.1572 1/2"2.6353"3.2604"4.2606"6.3578"8.249SCHEDULE 40SCHEDULE 40SCHEDULE 40SCHEDULE 401"1.0492.0672"1 1/2"1 1/4"1.3801.610DIPRODUCTNOMINALPIPE SIZEINSIDEDIAMETER6"6.288.398"10.4010"12.4612"16.5316"6"8"10"6.097.989.7912"11.65PIPE TABLE (UNDERGROUND)DIDIDIDIPVCPVCPVCPVC18.6118"DI20.6920"DI24.8524"DI15.5316"17.2018"19.0620"22.7624"PVCPVCPVCPVCPIPE SIZES SHOWN ARE FOR HYDRAULIC CALCULATIONS PURPOSES ONLY.REFER TO SPECIFICATIONS FOR ALLOWABLE SUBSTITUTIONS.NCONTRACTOR PROVIDED SPRINKLERS AND ACCESSORIESWHERE SPRINKLERS ARE CALLED OUT TO "MATCH EXISTING," THE CONTRACTOR SHALL PROVIDE SPRINKLERS MANUFACTURED BY TYCO, WHICH ARE EQUIVALENT TO THE EXISTING TO REMAIN SPRINKLERS. SUBSTITUTIONS WILL NOT BE PERMITTED.SYMBOLSIZE MFR S.I.N.MAKEFINISH K-FACTORSTYLETEMPEXISTING PENDENTVARIESVARIES VARIES VARIES VARIESVARIES VARIESEXISTING UPRIGHTVARIESVARIES VARIES VARIES VARIESBRASS VARIESOWNER FURNISHED SPRINKLERS ANDACCESSORIESSUBSTITUTIONS WILL NOT BE PERMITTED. REFERENCE SPECIFICATIONS APPENDIX B FOR ADDITIONAL INFORMATION.WHERE SPRINKLERS ARE INSTALLED BELOW OBSTRUCTIONS (REFRIGERATION PIPING, RTUs, CABLE TRAYS, ETC.) THESE SPRINKLERS SHALL BE REPLACED WITH SPRINKLERS MATCHING THE NEW SPRINKLERS BEING INSTALLED AT THE ROOF DECK LEVEL.* INTERMEDIATE TEMPERATURE SPRINKLERS TO BE FURNISHED BY OWNER FOR INSTALLATION BELOW SKYLIGHTS AND ON AIR FLOW SIDE (INTERMEDIATE-TEMERATURE ZONE) OF UNIT HEATERS PER NFPA 13.**HIGH TEMPERATURE SPRINKLERS TO BE FURNISHED BY OWNER FOR INSTALLATION AROUND UNIT HEATERS.THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO OWNER FURNISHED SPRINKLERS DURING INSTALLATION. TO REPLACE DAMAGED SPRINKLERS CONTACT HAINES, JONES, CADBURY 1-800-459-7099.THE OWNER WILL FURNISH ADDITIONAL SPRINKLERS FOR THE SPARES CABINET. INSTALL SPARE SPRINKLER QUANTITY INDICATED ON CONTRACT DOCUMENTS PRIOR TO FIRE PROTECTION CONSULTANT SITE OBSERVATION.3/4" TYCO K17-231 TY7158BRASSUPRIGHT15516.8SYMBOL SIZE MFR MAKE S.I.N.FINISHSTYLETEMPK-FACTOR278QTY3/4" TYCO K17-231 TY7158BRASS UPRIGHT20016.84*SPAREQTY64ESCHQTY------ESCHSTYLE---ESCHFINISH------ ---3/4" TYCO K17-231 TY7158BRASS UPRIGHT28616.8 10**6------ ---UNDERGROUND PIPING SHOWN FOR REFERENCE ONLY11.2PENDENT286BRASSTY5251TYCOELO231B3/4"RECESSED STYLE 101/2TYCO TY-B TY3251 WHITE 155 5.61. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, VERIFICATION AND PROVISION OF A FIRE WATCH SUBJECT TO THE REQUIREMENTS OF THE LOCAL JURISDICTION. ALL FIRE WATCH COSTS INCURRED AS A RESULT OF THIS PROJECT SHALL BE INCLUDED IN THE PROJECT BID AS A SEPARATE LINE ITEM. COORDINATION AND VERIFICATION AS TO WHEN A FIRE WATCH MAY BE NEEDED SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.2. THE GENERAL CONTRACTOR SHALL REQUEST THE STORE MANAGER TO NOTIFY ALARM CENTRAL OF THE SYSTEM(S) BEING SHUT OFF FOR WORK AND THE DURATION OF THE SHUT OFF.3. THE GENERAL CONTRACTOR SHALL CALL DIRECT TO THE FIRE DEPARTMENT AND ADVISE THAT THE FIRE ALARM SYSTEM IS IN TEST.4. AT THE END OF EACH NIGHTS WORK, THE GENERAL CONTRACTOR SHALL CALL DIRECT TO THE FIRE DEPARTMENT AND ALARM CENTRAL TO ADVISE WORK IS COMPLETE.5. A FIRE WATCH IN ACCORDANCE WITH SECTION 901.7 OF THE INTERNATIONAL FIRE CODE SHALL BE REQUIRED WHEN ANY FIRE PROTECTION SYSTEM IS IMPAIRED OR OTHERWISE DOWN FOR ALTERATION. ADDITIONAL SPECIFIC REQUIREMENTS MAY BE NECESSARY DEPENDING UPON THE AUTHORITY HAVING JURISDICTION. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ASSUMING THE ROLE OF IMPAIRMENT COORDINATOR TO DEVELOP AND MAINTAIN THE FIRE WATCH PLAN. THE PLAN SHALL ENSURE THAT A TRAINED INDIVIDUAL(S), WHOSE SOLE RESPONSIBILITY IS TO PERFORM CONSTANT PATROL AND WATCH FOR THE OCCURRENCE OF FIRE IS ON SITE WHILE ANY SYSTEM IS IMPAIRED. THE FIRE WATCH INDIVIDUAL SHALL HAVE AN APPROVED MEANS OF COMMUNICATION TO REPORT A FIRE TO THE FIRE DEPARTMENT AND/OR THE DESIGNATED CENTRAL STATION, AND DOCUMENT EVIDENCE OF THEIR PATROLS IN WRITING. ONLY (1) ONE SYSTEM IS PERMITTED TO BE SHUT DOWN AT ONE TIME.6. ANY FIRE DEPARTMENT FEES FOR FAILURE TO FOLLOW PROCEDURES WILL BE AT THE GENERAL CONTRACTORS EXPENSE.7. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, DEMOLITION, REMODELING OR ALTERATIONS AND ADDITIONS TO THE WALMART. ALL EXITS SHALL NOT BE BLOCKED, REDUCED OR OTHERWISE MADE INOPERABLE WHICH ALSO INCLUDES THE EXIT ACCESS, THE EXIT AND EXIT DISCHARGE TO THE PUBLIC WAY. TEMPORARY MEANS OF EGRESS ARE ALLOWED.8. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE END OF EACH WORKDAY.SYSTEM IMPAIRMENT REQUIREMENTS1. CONTRACTOR TO FIELD VERIFY EXTENT OF WORK.2. UPGRADE THE EXISTING FIRE SPRINKLER SYSTEM IN THE GROCERY STOCKROOM, GENERAL MERCHANDISING STOCKROOM, SALES FLOOR AND SEASONAL SHOP TO MEET THE DISCHARGE PRESSURE, HOSE ALLOWANCE AND MAXIMUM SPRINKLER SPACING AS REFERENCED IN THE PROTECTION CRITERIA LEGEND.3. THE EXISTING FIRE SPRINKLER SYSTEMS WILL BE MODIFIED AS INDICATED ON THE PROJECT CONTRACT DOCUMENTS. THE SCOPE OF WORK MAY INCLUDE THE MODIFICATION OF EXISTING BRANCHLINES, INSTALLATION OF NEW BRANCHLINES, MODIFICATION OF EXISTING RISER(S), THE REMOVAL AND INSTALLATION OF NEW SPRINKLERS, MODIFICATION OF EXISTING MAINS, INSTALLATION OF NEW MAINS, REPLACEMENT OF THE EXISTING BACKFLOW PREVENTOR.4. ALL NEW PIPING SHALL HAVE HANGERS INSTALLED IN ACCORDANCE TO THE DETAILS LOCATED ON THE FIRE PROTECTION DETAILS SHEET.5. ALL 1-INCH ARMOVERS (IF APPLICABLE) SHALL HAVE A HANGER SECURED TO THE STRUCTURAL STEEL ONLY, NOT TO THE DECK WHEN THE LENGTH EXCEEDS 2'-0" WHERE STATIC PRESSURES ARE UP TO 100 PSI AND 1'-0" WHERE STATIC PRESSURES EXCEEDS 100 PSI. 6. EARTHQUAKE BRACING SHALL BE INSTALLED. REFERENCE EARTHQUAKE BRACING NOTES AND DETAILS LOCATED ON THE FIRE FIRE PROTECTION DETAILS SHEET.7. NO CEILING GRID SHALL BE PERMITTED TO BE REMOVED. ONLY THE TILE MAY BE REMOVED FOR THE ROUTING OF PIPING AND DROPS AND REINSTALLED UNLESS OTHERWISE NOTED ON THE DESIGN PLANS. ALL REMOVED CEILING TILES MUST BE REPLACED AT THE END OF BUSINESS DAY. AREAS LEFT EXPOSED SUCH AS BUT NOT LIMITED TO REMOVED CEILING TILES SHALL NOT BE PERMITTED.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PURCHASING AND INSTALLING MATCHING CEILING TILES TO REPLACE ANY CEILING TILES THAT HAVE EMPTY HOLES DUE TO SPRINKLER REPLACEMENT.9. USE EACH EXISTING OUTLETS FOR ONE NEW ARM OVER TO NEW SPRINKLER LOCATION UNLESS HYDRAULICALLY CALCULATED. CONTRACTOR SHALL INSTALL 1" INCH MECHANICAL TEES IF ADDITIONAL OUTLETS ARE REQUIRED. AFTER THE DEMOLITION IS COMPLETE, THE NEW SPRINKLER SYSTEM SHALL MEET ALL REQUIREMENTS OF NFPA 13.10. CONTRACTOR SHALL PROVIDE NEW SPRINKLERS AS NECESSARY DUE TO PAINT, DAMAGE, ETC.. CONTRACTOR SHALL COORDINATE.11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE FIRE LANES DURING THE SPRINKLER SYSTEM UPGRADE PROCESS. THE CONTRACTOR SHALL COORDINATE WITH THE STORE MANAGER A STAGING AREA FOR MATERIALS AND TOOLS TO BE USED FOR PROJECT PRIOR TO START OF WORK.12. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING THE SHOP DRAWINGS, HYDRAULIC CALCULATIONS AND APPROVAL (BY THE ENGINEER OF RECORD AND AHJ) AS WELL AS INSTALLATION.13. THE SPRINKLER CONTRACTOR MUST FIRST SUBMIT DOCUMENTS, AS OUTLINED IN THE PROJECT SPECIFICATIONS, TO THE FIRE PROTECTION ENGINEER OF RECORD FOR APPROVAL. AFTER THE APPROVAL IS GIVEN, THE CONTRACTOR MUST SUBMIT TO THE AUTHORITY HAVING JURISDICTION FOR INSTALLATION PERMIT.14. THE CONTRACTOR SHALL COORDINATE WITH THE STORE MANAGER ON THE AREA TO BE WORKED ON AT LEAST 24 HOURS IN ADVANCE.15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY OF THE STORES CONTENTS (MERCHANDISE), OR THE BUILDING COMPONENTS AS A RESULT OF THE WORK SHOWN ON THE CONTRACT DOCUMENTS.16. THE CONTRACTOR SHALL REPAIR ANY LEAKS OR REPLACE ANY LEAKING COMPONENTS AFFECTED BY THIS SCOPE OF WORK AT NO ADDITIONAL COST TO THE OWNER.17. CONTRACTOR SHALL REVISE EXISTING/ PROVIDE NEW 1-HOUR RATED FIRE PUMP ENCLOSURE. CONTRACTOR SHALL PREPARE AND SUBMIT ALL REQUIRED ITEMS TO THE JURISDICTION NECESSARY TO OBTAIN APPROVAL AND PERMIT.SCOPE OF WORKBUILDING SPRINKLER SYSTEM(S) INVOLVED IN THIS SCOPE OF WORK SHALL BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH NFPA 13. MOREOVER, THE FOLLOWING TWO (2) HYDROSTATIC TESTS SHALL BE PERFORMED BY THE CONTRACTOR:1. THE FIRST HYDROSTATIC TEST SHALL BE PERFORMED BY THE CONTRACTOR PRIOR TO START OF SPRINKLER SYSTEM SCOPE OF WORK (“PRE-SCOPE HYDRO TEST”); AND 2. THE SECOND HYDROSTATIC TEST SHALL BE PERFORMED BY THE CONTRACTOR AFTER COMPLETION OF CONTRACT SCOPE OF WORK (“POST-SCOPE HYDRO TEST”). THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR DAMAGE TO CONTENTS OR BUILDING OCCURRING DURING THE “PRE-SCOPE HYDRO TEST” PROVIDED ALL COMMERCIALLY REASONABLE MEASURES NECESSARY OR PRUDENT TO PROTECT CONTENTS OR BUILDING COMPONENTS WERE FOLLOWED FOR APPROPRIATE TEST PROCESS. CONTRACTOR SHALL COMPLETE REPAIRS AND / OR REMEDIATION TO EXISTING SYSTEMS REQUIRED AS A RESULT OF DEFICIENCIES IDENTIFIED DURING PRE-SCOPE TESTING AS AN ADDITIONAL SERVICE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DAMAGE TO CONTENTS OR BUILDING OCCURRING DURING THE “POST-SCOPE HYDRO TEST” PROCEDURE ORIGINATING IN EXISTING OR NEW SYSTEM COMPONENTS. CONTRACTOR SHALL COMPLETE REPAIRS AND / OR REMEDIATION TO EXISTING SYSTEMS REQUIRED AS A RESULT OF DEFICIENCIES IDENTIFIED DURING POST-SCOPE TESTING AT NO ADDITIONAL COST TO WALMART. WHEN CONDUCTING HYDROSTATIC TESTING ON EXISTING SYSTEMS AS REQUIRED BY NFPA 13, CONTRACTOR SHALL TAKE SUCH ACTIONS AS MAY BE NECESSARY TO REDUCE POTENTIAL DAMAGE TO CONTENTS AND BUILDING DURING EXECUTION OF SCOPE OF WORK, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1. USE OF LOW CAPACITY PRESSURE PUMP TO INCREASE PRESSURE IN SYSTEM AT INCREMENTAL RATE TO LIMIT SURGES IN SYSTEM; AND2. PROVISION OF WORK STAFF DEDICATED TO MONITORING THE IMPACTED SYSTEM AREA DURING PRESSURE APPLICATION AND DURING HYDROSTATIC TEST FOR SIGNS OF SYSTEM COMPROMISE (MINIMUM 1 PERSON / 20,000 SQ. FT. AREA) ; AND3. MAINTAINING DEDICATED PERSON AT SYSTEM CONTROL VALVE IN CONSTANT COMMUNICATION WITH SYSTEM MONITORS TO SHUT OFF TEST PUMP AND DRAIN SYSTEM IN EVENT OF SYSTEM FAILURE OR LEAK; AND4. PROVISION OF READY SUPPLIES PRIOR TO START OF TESTING TO FACILITATE DAMAGE MINIMIZATION IN EVENT OF SYSTEM FAILURE (TARPS / PLASTIC SHEETING, WET / DRY VACUUM ETC.); AND5. COVERING HIGH VALUE EQUIPMENT PRIOR TO TESTING; AND 6. LIMITATION OF TESTING TO ONE SYSTEM AT A TIME; AND 7. TESTING OF SYSTEMS DURING OFF HOURS / OVERNIGHT.HYDROSTATIC TESTTHE HYDROSTATIC TESTS ON EXISTING SPRINKLER SYSTEM SHALL BE CONDUCTED AT A PRESSURE OF 200 PSI (SYSTEM WORKING PRESSURE) FOR 2 HOURS. NEW SYSTEMS SHALL BE TESTED PER PRESSURE REQUIREMENTS OF NFPA 13.EXISTING PENTENTDEMOVARIES VARIES--- ------ ---EXISTING UPRIGHTDEMOVARIES VARIES------ ------PENDENTMATCH EXISTINGTYCOMATCH EXISTINGMATCH EXISTINGMATCH EXISTINGMATCH EXISTINGMATCH EXISTING1ISSUE BLOCK1 REV#1 03/01/19 DDDBAD1A2A3A4A5A6A7A8A9A10A11A12A101A 102A 103A104 105 106 107 108 109 110 111 112 113114115116117101 102 103109A 111A 112A 113A 115A116A117A104N13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"6-82½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"13-64"13-104"12-112½"14-14"13-84"10-34"13-04"13-10½4"14-04"10-61"10-01"10-91"10-51"10-61"10-01"10-91"10-51"10-61"10-01"10-51"10-61"10-01"10-51"10-61"10-01"10-51"10-61"10-01"10-51"10-61"10-01"10-51"55-5½4"10-51½"4-111½"10-01½"10-52½"6-92½"10-52½"10-52½"10-52½"10-52½"10-51½"9-01½"9-01½"9-01½"9-01½"9-01½"9-01½"2-91½"5-103"2-91½"2-91½"2-91½"2-91½"2-91½"8-83"9-93"9-63"8-103"9-53"9-24"10-24"10-34"8-94"10-114"6-104"10-04"9-84"10-14"2-44"5-54"9-84"9-34"10-01½"4-62½"4-62½"4-62½"4-62½"4-62½"4-61¼'3-92½"3-22½"3-22½"3-22½"3-22½"3-22½"3-22½"3-22½"3-22½"1-82½"4-32½"0-72½"1-42½"3-22½"3-22½"1-42½"4-62½"7-114"10-52½"8-32½"6-91½"5-41½"10-41½"10-04"1-01½"7-61½"6-61½"7-61½"6-94"1-01½"7-61½"6-61½"7-61½"0-51"10-91"0-51"10-91"0-51"10-91"0-51"10-91"0-51"10-91"0-51"10-91"0-51"12-03"12-93"12-63"11-73"11-113"11-73"7-1½3"5-31"3-1½3"4-81¼"0-41"8-01"0-41"8-01"1-63"14-41½"7-01½"7-01½"7-01"5-23"5-31"5-33"4-81¼"0-41"8-01"0-41"8-01"3-42"0-41"0-41"4-11½"0-21½"3-61½"8-61½"8-61"0-91"0-91"0-91"3-11"2-51"3-61"12-03"4-81¼"0-41"8-01"0-41"8-01"3-42"0-41"5-51½"0-41"7-71½"8-61½"8-61"3-11"0-101"3-61"5-51½"10-63"11-33"13-104"13-34"13-114"13-14"13-64"27-54"1-03"4-42½"6-82½"4-42½"6-82½"4-42½"6-82½"4-42½"6-82½"4-42½"6-82½"4-44"4-114"4-111½"6-84"6-04"10-51½"4-111½"10-01½"10-01½"4-111½"10-51½"4-111½"10-01½"10-01½"4-111½"9-101½"8-31½"1-91½"10-01½"10-51½"9-101½"8-31½"1-91½"10-01½"10-51½"9-101½"8-31½"1-91½"10-01½"10-51½"9-101½"8-31½"1-91½"10-01½"10-51½"12-0413-1414-543-04"6-92½"6-92½"6-92½"6-92½"6-92½"1-62½"1-62½"1-62½"1-62½"1-62½"1-62½"1-01½"7-61½"6-61½"7-61½"2-01½"2-01½"2-01½"2-01½"4-94"9-101½"8-31½"1-91½"10-01½"10-51½"6-74"9-101½"8-31½"1-91½"10-01½"10-51½"1-812-012-0189101112131415EFGHJSYSTEM 2 -AREA AUL TEST 04191702/09191702/09211702TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.92013.92913.920TYP13.988TYP13.988TYP13.988TYP13.988TYP13.98813.92013.92013.92013.920RECEIVING-GMSTOCKROOM-GMSALESCLAIMSALCOVECORRIDORUPC13.95613.95613.95613.9897(/345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA‹SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).NEW YORK ALTERATION WARNING STATEMENT:IT IS A VIOLATION OF THE NEW YORK EDUCATION LAW, ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.1(:<25.1<:(677+675((768,7(ZZZKQ\HQJFRPFP2ENLARGEDFIRESPRINKLERPLANBLS1980205240ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYNAW/JEJGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYDARRELL E. STEINKEYNOTES13.920 EXISTING SPRINKLERS AND BRANCHLINES TOREMAIN.13.929 REPLACE EXISTING 3" SPRINKLER MAIN WITHNEW 4" MAIN AT LOCATION SHOWN.13.956 PROVIDE NEW BRANCHLINES AND SPRINKLERSIN THIS AREA AS SHOWN. FIELD VERIFY EXACTROUTE THROUGH EXISTING BUILDING.13.988 REMOVE EXISTING UPRIGHT SPRINKLERS ANDREPLACE WITH NEW TYCO 16.8K SPRINKLERS.LOCATE MAIN ABOVE THE BOTTOM CHORD OFTHE JOISTS(S). FIELD VERIFY EXACT ROUTETHROUGH EXISTING BUILDING. COORDINATEWITH ALL EXISTING EQUIPMENT AND WALLS.REFERENCE FP1 FOR SPRINKLER SYMBOLLEGEND FOR SPECIFIC SPRINKLER TO BEINSTALLED.13.989 ADD GUARDS TO EXISTING SIDEWALLSPRINKLERS BELOW OVERHEAD DOORS.3/32" = 1'-0" 1FIRE PROTECTION PLAN - QUADRANT 1HYDRAULIC DESIGNSPRINKLERS CALCULATEDSPRINKLER PRESSURESYSTEM FLOW DEMAND @ SRCSYSTEM PRESSURE DEMAND @ SRCSYSTEM SAFETY FACTORSYSTEM #HOSE ALLOWANCEREMOTE AREA #STOCKROOM12 SPRINKLERS250 GPM894.3 GPM66.2 PSI+10.3 PSI27 PSIAHYDRAULIC DESIGNSPRINKLERS CALCULATEDSPRINKLER PRESSURESYSTEM FLOW DEMAND @ SRCSYSTEM PRESSURE DEMAND @ SRCSYSTEM SAFETY FACTORSYSTEM #HOSE ALLOWANCEREMOTE AREA #STOCKROOM2 SPRINKLERS250 GPM371.4 GPM35.7 PSI+51.6 PSI212 PSIA08'16'SCALE: 3/32"=1'-0"12'4'PROTECTION CRITERIA LEGENDDENSITYOCCUPANCYCLASSIFICATIONMAXIMUM SPRINKLERSPACING(SQ FT)HOSEALLOWANCE(GPM)DESIGN BASIS0.20/1500 SQ FT12 PSI (2 AS-2S/1L)7 PSI (12 AS-4S/3LEXISTINGEXISTING BREAKROOM /ENTRY VESTIBULE/SITE-TO-STORESTOCKROOM - GM/GR (SL - OPTION 4)HEALTH SERVICES/FOOD TENANT/MOTHER'S ROOM/COURTESY DESK (ORDINARY HAZARD GROUP 2)CLASS I-IV TO 10'-0"; 13: TABLE 13.2.1 AND FIGURE 13.2.1EXISTING DESIGN CRITERIAEXISTING DESIGN CRITERIACLASS I-IV RACK STORAGE TO 15'-0" (18'-0" CEILING HEIGHT), 4'-0"/7'-6" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TESTS SRR 04191702 / DRR 09191702EXISTING225EXISTINGEXISTING130130250250100130EXISTING DESIGN CRITERIAEXISTINGCOOLERS/FREEZERS (RACK STORAGE)12 PSI (2 AS-2S/1L)7 PSI (12 AS-4S/3LSTOCKROOM - GM/GR (SL - OPTION 4)CLASS I-IV RACK STORAGE TO 12'-0" (18'-0" CEILING HEIGHT), 0'-6" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TEST MRR 09211702250 10012 PSI (2 AS-2S/1L)7 PSI (12 AS-4S/3LSTOCKROOM - GM/GR (SL - OPTION 4)CLASS I-IV RACK STORAGE TO 15'-0" (22'-0" CEILING HEIGHT), 7'-6" AISLES; UL LLC TECHNICAL REPORT PROJECT 4788122552, NC27954 - TABLE 2 SUMMARY OF TESTS, TEST DRR 09261702250 1000.20/1500 SQ FTPICKUP STORAGE(MISCELLANEOUS STORAGE)CLASS I-IV TO 10'-0"; 13: TABLE 13.2.1250 1300.45/ENTIRE AREAAUTOMATED EQUIPMENTCLASS I-IV TO 16'-0", NONENCAPSULATED; 13: FIGURE 16.2.1.3.2(d) CURVE G, FIGURE 16.2.1.3.4.1, HIGH TEMP SPRINKLER, OWNER ELECTED DENSITY500 100111ISSUE BLOCK1 REV#1 03/01/19 DDD209 211 212 213 215 216 21713-12½"14-42½"13-92½"13-52½"14-12½"14-02½"14-22½"12-42½"14-02½"14-102½"13-12½"14-42½"13-92½"13-52½"14-12½"14-02½"14-22½"12-42½"14-02½"14-102½"13-12½"14-42½"13-92½"13-52½"14-12½"14-02½"14-22½"12-42½"14-02½"14-102½"13-12½"14-42½"13-92½"13-52½"14-12½"14-02½"14-22½"12-42½"14-02½"14-102½"13-12½"14-42½"13-92½"13-52½"14-12½"14-02½"14-22½"12-42½"14-02½"14-102½"13-12½"14-42½"13-92½"13-52½"14-12½"14-02½"14-22½"12-42½"14-02½"14-102½"13-12½"14-42½"13-92½"13-52½"14-12½"14-02½"14-22½"12-42½"14-02½"14-102½"13-12½"14-42½"13-92½"13-52½"14-12½"14-02½"14-22½"12-42½"14-02½"14-102½"13-12½"14-42½"13-92½"13-52½"14-12½"14-02½"14-22½"12-42½"14-02½"14-102½"13-12½"14-42½"13-92½"13-52½"14-12½"14-02½"14-22½"12-42½"14-02½"14-102½"13-12½"14-42½"13-92½"13-52½"14-12½"14-02½"14-22½"12-42½"14-02½"14-102½"13-12½"14-42½"13-92½"13-52½"14-12½"14-02½"14-22½"12-42½"14-02½"14-102½"13-13"10-103"13-92½"13-52½"14-12½"14-04"14-24"12-44"14-04"14-104"12-72½"12-32½"12-92½"11-52½"12-72½"12-32½"12-92½"12-72½"12-32½"12-92½"12-72½"12-32½"12-92½"12-72½"12-32½"12-92½"12-72½"12-32½"12-92½"0-102½"11-52½"0-102½"11-52½"0-102½"11-92½"0-62½"11-92½"0-62½"11-92½"0-62½"12-73"13-43"4-03"0-43"9-53"13-63"7-83"1-42½"1-42½"1-42½"1-82½"1-82½"1-82½"13-54"13-44"4-04"0-44"9-54"13-64"7-84"2-83"17-53"17-54"2-82½"2-82½"2-82½"2-82½"2-82½"13-103"13-33"13-113"13-13"13-63"2-82½"2-82½"2-82½"2-82½"2-82½"2-82½"2-82½"13-93"13-113"5-03"14-53"13-43"13-13"14-53"6-92½"6-92½"10-92½"10-92½"10-92½"10-02½"10-02½"5-02½"3-12½"7-02½"12-02½"13-02½"6-02½"3-12½"7-02½"12-02½"21-03"1-63"8-113"28-104"5-14"7-74"5-114"1-81½"10-71½"11-91½"2-31¼"6-91¼"1-101¼"1-91½"12-01"2-31¼"0-101"3-51¼"9-01"4-31¼"6-71"12-01"6-71½"11-111½"2-51"2-51"8-01¼"2-51"3-51¼"2-01"5-111½"0-61"3-64"2-61¼"13-01¼"12-61"12-04"1-81½"1-61½"0-61"12-04"1-61½"6-64"7-61¼"15-01"3-34"5-73"1-33"3-63"3-91¼"11-01"9-03"3-91¼"11-01"9-03"3-91¼"11-01"9-03"3-91¼"11-01"5-103"1-113"4-82"8-62"3-81¼"13-01"3-81¼"13-01"6-01"4-71"7-113"5-43"3-42"13-01½"0-61"0-61"3-42"12-01½"0-61"0-61"6-01"3-61"1-114"8-04"3-71¼"8-51¼"14-01¼"7-01"2-51"8-51¼"14-01¼"3-71¼"8-04"8-51¼"14-01¼"3-71¼"6-04"7-01"1-51"3-73"1-63"1-43"2-03"5-03"2-93"3-42"12-02"12-02"12-02"12-01½"12-01½"12-01½"5-81"9-83"3-42"12-02"12-02"12-02"12-01½"12-01½"12-01½"5-81"9-83"3-42"12-02"12-02"12-02"12-01½"12-01½"12-01½"5-81"9-83"3-42"12-02"12-02"12-02"12-01½"12-01½"12-01½"5-81"9-83"3-42"12-02"12-02"12-02"12-01½"12-01½"12-01½"5-81"9-83"3-42"12-02"12-02"12-02"12-01½"12-01½"12-01½"5-81"9-83"3-42"12-02"12-02"12-02"12-01½"12-01½"12-01½"5-81"9-83"3-42"12-02"12-02"12-02"12-01½"12-01½"12-01½"5-81"2-101"7-13"3-62½"14-02½"A891011121314B.6CDEBTYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.92013.92013.92013.92013.92013.92013.92013.920TYP13.92013.99513.995SALESPICKUPSTORAGECOURTESYDESKVESTIBULE-GMAPOFFICEPICKUPSTORAGEJANITOREDC-4SEASONALSHOPGLAZEDCANOPY7(/345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230F 316.268.0205DENNIS D. SMITH, AIA‹SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).NEW YORK ALTERATION WARNING STATEMENT:IT IS A VIOLATION OF THE NEW YORK EDUCATION LAW, ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.1(:<25.1<:(677+675((768,7(ZZZKQ\HQJFRPFP2.1ENLARGEDFIRESPRINKLERPLANBLS1980205240ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYNAW/JEJGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYDARRELL E. STEINKEYNOTES13.920 EXISTING SPRINKLERS AND BRANCHLINES TOREMAIN.13.995 PROVIDE AIR VENT ON THE HIGHEST POINT OFTHE SYSTEM, PREFERABLY ON THE MAIN. THECONTRACTOR IS RESPONSIBLE FORE LOCATINGTHE HIGHEST POINT OF EACH SYSTEM ANDINSTALLING THE AIR VENT IN AN ACCESSIBLELOCATION. REF 2-FP33/32" = 1'-0" 1FIRE PROTECTION PLAN - QUADRANT 208'16'SCALE: 3/32"=1'-0"12'4'ISSUE BLOCK DSSL SSL1B2B3B4B5B6B7B8B9B10B11B12B1C2C3C4C5C6C7C8C9C10C11C12C118 119BR2TR2BR5TR5120118A 119A301302303304305306307308401402403404UG13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"13-62½"13-102½"10-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"13-62½"13-102½"12-112½"14-12½"13-82½"15-22½"13-02½"13-10½2½"14-02½"11-02½"61-104"8-02½"8-32½"8-02½"7-112½"8-22½"8-32½"8-02½"8-02½"8-42½"8-32½"8-02½"8-32½"7-62½"8-02½"7-112½"8-22½"8-32½"8-02½"4-32½"4-112½"8-32½"3-92½"1-62½"8-82½"8-62½"6-22½"8-82½"8-62½"8-82½"8-62½"8-82½"8-62½"8-82½"8-62½"8-82½"8-62½"8-82½"8-62½"2-62½"6-22½"6-22½"6-22½"6-22½"11-04"11-24"8-24"9-114"10-54"9-74"8-104"11-04"0-62½"7-62½"0-62½"5-62½"2-71¼"1-11¼"5-22½"2-81¼"1-31¼"8-42½"1-24"3-86"8-91¼"8-91¼"8-91¼"8-91¼"8-91¼"8-91¼"3-81¼"3-81¼"3-82½"75-16"2-01¼"1-81¼"6-01¼"3-01¼"1-41¼"2-01¼"6-01¼"3-01¼"10-01¼"2-01¼"2-01¼"6-01¼"3-01¼"10-01¼"5-82½"6-01¼"3-01¼"10-01¼"6-113"8-4½3"8-91¼"8-01¼"3-81¼"4-41¼"8-91¼"8-01¼"3-81¼"4-41¼"2-61¼"2-61¼"2-61¼"2-61¼"6-03"4-52½"4-94"8-114"33-46"30-74"6-72½"13-104"13-34"13-64"10-64"13-84"13-84"3-12½"4-52½"6-72½"4-52½"6-72½"4-52½"4-52½"4-52½"4-52½"4-52½"9-02½"12-02½"9-62½"3-62½"7-72½"5-32½"3-92½"7-72½"3-92½"5-112½"9-02½"12-02½"9-62½"3-62½"5-32½"9-114"3-42½"4-112½"3-42½"9-64"9-02½"9-02½"9-02½"9-02½"9-02½"9-02½"9-02½"7-92½"0-91¼"5-82½"2-02½"2-12½"0-61¼"8-02½"0-61¼"10-02½"0-61¼"10-02½"0-61¼"3-112½"5-12½"5-31"9-61"5-61"9-02½"9-02½"9-02½"9-02½"9-02½"9-02½"8-02½"0-91¼"10-02½"10-02½"0-91¼"0-91¼"13-81"17-116"12-36"03-11½6"1-22½"5-61"5-11"0-61"10-01"0-61"5-11"0-61"10-01"0-61"6-81"5-112½"9-02½"4-02½"3-02½"0-42½"9-52½"4-61¼"5-81¼"5-22½"4-42½"8-21"1-101"5-02½"2-42½"6-92½"5-101¼"1-015-01"12-102½"2-42½"2-62½"2-01"0-101"11-72½"4-81¼"0-61"5-101"4-102½"2-02½"2-82½"0-22½"4-83"6-01¼"3-01¼"10-01¼"11-81¼"4-113"6-23"12-03"1-114"6-71"1-10½1"4-101"0-617-111"4-101"0-614-92½"11-02½"2-6½2½"6-11"9-111"8-51"1-31"7-31"6-61"8-74"3-72½"11-8½2½"3-32½"1-104"9-54"8-94"3-24"4-04"2-102½"3-101"2-41"5-81"3-72½"8-10½2½"1-102½"8-84"1-31½"6-111½"3-61"1-015-61"1-018-104"3-72½"2-42½"8-52½"3-81"1-91"3-3½2½"2-5½2½"3-82½"1-92½"9-92½"11-64"14-02½"0-613-72½"11-8½2½"0-72½"6-24"1-31½"9-101½"5-74"6-11"9-111"6-12½"1-02½"2-42½"6-112½"3-72½"11-8½2½"1-12½"5-8½4"8-91½"1-01"1-41½"12-81½"7-7½4"3-22½"1-101"8-02½"1-101"3-72½"1-6½2½"1-32½"8-5½4"6-82½"8-42½"6-81½"8/41½"5-44"2-21½"9-01½"3-84"6-81½"9-01½"7-04"6-91½"5-41½"10-41½"9-64"6-91½"5-41½"10-41½"7-66"42-96"15-04"2-04"2-24"1-06"9-06"5-9½6"191-26"1-04"7-66"21-36"4-2½6"11-81¼"5-73"5-73"15-94"1-96"12-645-112½"6-22½"6-22½"2-62½"2-62½"2-62½"2-62½"2-62½"10-64"3-14"6-62½"6-52½"2-64"9-81¼"8-51¼"8-51¼"0-81½"9-81¼"8-51¼"8-51¼"0-81½"6-04"8-91¼"8-01¼"3-81¼"4-41¼"4-03"1-01"2-02½"12-01½"11-01½"1-01½"9-22"2-72"3-32"6-92"12-01½"12-01½"10-01½"2-01½"12-01½"9-101½"4-101½"123456780EFGHJSYSTEM 5 -AREA BUL TEST 04191702/09191702SYSTEM 5 -AREA CUL TEST 09261702TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.92013.95613.92013.92013.92013.92013.92013.92013.90113.92013.92013.920TYP13.98813.988TYP13.988TYP13.988TYP13.988TYP13.988TYP13.988TYP13.98813.920SALESGROCERYSALESBACKOFFICEHALLWAYSPARKROOMTRAININGPERSONNELCBLBREAKROOMSTORAGEFAMILYTOILETASSISTANTMANAGERCUSTOMERMENCUSTOMERWOMENEDC-1UPSHALLWAYDAIRYCOOLERRECEIVING-GRMEATCOOLERSTOCKROOMGROCERYFREEZER13.95613.956SITE TO STORE13.9207(/345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA‹SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).NEW YORK ALTERATION WARNING STATEMENT:IT IS A VIOLATION OF THE NEW YORK EDUCATION LAW, ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.1(:<25.1<:(677+675((768,7(ZZZKQ\HQJFRPFP2.2ENLARGEDFIRESPRINKLERPLANBLS1980205240ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYNAW/JEJGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYDARRELL E. STEINKEYNOTES13.901 COORDINATE SPRINKLER PROTECTION PERREMOVAL, RELOCATION AND/OR ADDITION OFWALLS AND/OR CEILINGS. WHERE NECESSARY,REMOVE EXISTING SPRINKLER(S) ANDASSOCIATED PIPING. CAP/PLUG OUTLETS NOTINTENDED FOR REUSE. WHERE NEWSPRINKLER(S) ARE REQUIRED WITHIN THE SAMECOMPARTMENT AS EXISTING TO REMAINSPRINKLER, NEW SPRINKLERS SHALL MATCHEXISTING SPRINKLER TYPE, K-FACTOR,TEMPERATURE RATING AND FINISH. WHEREAPPLICABLE, ALIGN NEW SPRINKLER WITHEXISTING TO REMAIN SPRINKLERS, ANDCOORDINATE WITH NEW AND EXISTINGEQUIPMENT AND WALLS TO MEET NFPA 13SPACING REQUIREMENTS. NOT MORE THANSPRINKLER SHALL BE SUPPLIED BY A 1" PIPE ORCONNECTION.13.920 EXISTING SPRINKLERS AND BRANCHLINES TOREMAIN.13.956 PROVIDE NEW BRANCHLINES AND SPRINKLERSIN THIS AREA AS SHOWN. FIELD VERIFY EXACTROUTE THROUGH EXISTING BUILDING.13.988 REMOVE EXISTING UPRIGHT SPRINKLERS ANDREPLACE WITH NEW TYCO 16.8K SPRINKLERS.LOCATE MAIN ABOVE THE BOTTOM CHORD OFTHE JOISTS(S). FIELD VERIFY EXACT ROUTETHROUGH EXISTING BUILDING. COORDINATEWITH ALL EXISTING EQUIPMENT AND WALLS.REFERENCE FP1 FOR SPRINKLER SYMBOLLEGEND FOR SPECIFIC SPRINKLER TO BEINSTALLED.3/32" = 1'-0" 1FIRE PROTECTION PLAN - QUADRANT 3HYDRAULIC DESIGNSPRINKLERS CALCULATEDSPRINKLER PRESSURESYSTEM FLOW DEMAND @ SRCSYSTEM PRESSURE DEMAND @ SRCSYSTEM SAFETY FACTORSYSTEM #HOSE ALLOWANCEREMOTE AREA #STOCKROOM12 SPRINKLERS250 GPM802.9 GPM33.6 PSI+45.3 PSI57 PSIBHYDRAULIC DESIGNSPRINKLERS CALCULATEDSPRINKLER PRESSURESYSTEM FLOW DEMAND @ SRCSYSTEM PRESSURE DEMAND @ SRCSYSTEM SAFETY FACTORSYSTEM #HOSE ALLOWANCEREMOTE AREA #STOCKROOM2 SPRINKLERS250 GPM366.6 GPM30.2 PSI+57.2 PSI512 PSIBHYDRAULIC DESIGNSPRINKLERS CALCULATEDSPRINKLER PRESSURESYSTEM FLOW DEMAND @ SRCSYSTEM PRESSURE DEMAND @ SRCSYSTEM SAFETY FACTORSYSTEM #HOSE ALLOWANCEREMOTE AREA #STOCKROOM12 SPRINKLERS250 GPM812.6 GPM37.5 PSI+41.1 PSI57 PSICHYDRAULIC DESIGNSPRINKLERS CALCULATEDSPRINKLER PRESSURESYSTEM FLOW DEMAND @ SRCSYSTEM PRESSURE DEMAND @ SRCSYSTEM SAFETY FACTORSYSTEM #HOSE ALLOWANCEREMOTE AREA #STOCKROOM2 SPRINKLERS250 GPM367.1 GPM30.7 PSI+56.7 PSI512 PSIC08'16'SCALE: 3/32"=1'-0"12'4'111ISSUE BLOCK1 REV#1 03/01/19 ATM1FRONTDDDDDDDDD DD DDOO218 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-7 11 A23456780B.6CDEBTYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.920TYP13.92013.92013.920TYP13.92013.92013.92013.92013.92013.92013.92013.92013.92013.92013.92013.92013.92013.92013.90113.97513.99513.995SALESGROCERYSALESSEAFOODFREEZERBAKERYFREEZERMEATPREPBAKERYUTILITYBAKERYBAKERYSALESSERVICEDELIPRODUCEPREPPRODUCECOOLERDELIFREEZERPOULTRYCOOLERPROCESSINGRECYCLINGCENTERVESTIBULE-GRSUBWAYUTILITYWHITEBOXOPTICALSALESSTORAGEEDC-2CUSTOMERWOMENCUSTOMERMENPICKUPSTORAGECASHMANAGEMENTCOUNTINGADJUSTMENTSRECORDRETENTIONCONTACTSEXAM#2PRE-TESTEXAM#1WAITINGDELIUTILITYDELIPREP13.99513.97013.97013.91013.97013.99013.99013.9907(/345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA‹SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).NEW YORK ALTERATION WARNING STATEMENT:IT IS A VIOLATION OF THE NEW YORK EDUCATION LAW, ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.1(:<25.1<:(677+675((768,7(ZZZKQ\HQJFRPFP2.3ENLARGEDFIRESPRINKLERPLANBLS1980205240ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYNAW/JEJGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYDARRELL E. STEINKEYNOTES13.901 COORDINATE SPRINKLER PROTECTION PERREMOVAL, RELOCATION AND/OR ADDITION OFWALLS AND/OR CEILINGS. WHERE NECESSARY,REMOVE EXISTING SPRINKLER(S) ANDASSOCIATED PIPING. CAP/PLUG OUTLETS NOTINTENDED FOR REUSE. WHERE NEWSPRINKLER(S) ARE REQUIRED WITHIN THE SAMECOMPARTMENT AS EXISTING TO REMAINSPRINKLER, NEW SPRINKLERS SHALL MATCHEXISTING SPRINKLER TYPE, K-FACTOR,TEMPERATURE RATING AND FINISH. WHEREAPPLICABLE, ALIGN NEW SPRINKLER WITHEXISTING TO REMAIN SPRINKLERS, ANDCOORDINATE WITH NEW AND EXISTINGEQUIPMENT AND WALLS TO MEET NFPA 13SPACING REQUIREMENTS. NOT MORE THANSPRINKLER SHALL BE SUPPLIED BY A 1" PIPE ORCONNECTION.13.910 REMOVE EXISTING PENDENT SPRINKLER ANDASSOCIATED PIPING. CAP REMAINING OUTLETSNOT INTENDED FOR REUSE.13.920 EXISTING SPRINKLERS AND BRANCHLINES TOREMAIN.13.970 PROVIDE NEW PENDENT SPRINKLERS IN THISAREA. CONNECT TO EXISTING SPRINKLERPIPING. NOT MORE THAN ONE SPRINKLER SHALLBE SUPPLIED BY A 1" PIPE OR CONNECTION.EXISTING UPRIGHT SPRINKLER PROTECTION,WHERE PROVIDED AT THE CEILING/ROOF DECKLEVEL, TO REMAIN UNLESS NOTED OTHERWISE.13.975 DROP 1" PIPE TO 12" ABOVE AUTOMATEDEQUIPMENT. CONNECT SEMI-RECESSEDPENDENT SPRINKLER TO 4'-0" FLEXIBLE DROP.REF 3-FP3. CONNECT TO NEAREST BRANCHLINE.13.990 REPLACE DAMAGED AND/OR MISSINGESCUTCHEONS AT THIS LOCATION.13.995 PROVIDE AIR VENT ON THE HIGHEST POINT OFTHE SYSTEM, PREFERABLY ON THE MAIN. THECONTRACTOR IS RESPONSIBLE FORE LOCATINGTHE HIGHEST POINT OF EACH SYSTEM ANDINSTALLING THE AIR VENT IN AN ACCESSIBLELOCATION. REF 2-FP33/32" = 1'-0" 1FIRE PROTECTION PLAN - QUADRANT 408'16'SCALE: 3/32"=1'-0"12'4'111111ISSUE BLOCK1 REV#1 03/01/19 BR3BR2TR3TR2TR5BORBR1BR4BR5ABELEVATION APLAN VIEWELEVATION BFLOOREXISTING HYDRAULIC PLACARD TYPEXISTINGFIRE DEPARTMENTCONNECTIONEXISTING WALL POST INDICATOR VALVE WITH TAMPER SWITCH IN12 O'CLOCK POSITION TYPEXISTING ELECTRIC BELLFLOOREXISTING 8" AMES 2000 SSBACKFLOW PREVENTERFIRELINE8"8"8"TR3TR4RISER DETAIL SHOWN FOR HYDRAULIC REFERENCE ONLYROOF DECKSUPPLY MAIN1 INCH OUTLETAUTOMATIC AIR VENT INSTALL AT HIGHEST POINT OF SYSTEM PER MANUFACTURER'S GUIDELINES AND IN AN AREA ACCESSIBLE FOR MAINTENANCE.NOTE:REFERENCE AIR RELEASE VENT NOTE ON FP1SUPPLY FROM WETPIPE SPRINKLER SYSTEMFIRE PROTECTION CONTRACTOR SHALL INSTALL PIPE THROUGH HOLE RESERVED FOR SPRINKLER INSTALLATION. ADJUSTABLE HUBSELF TAPPING SCREWSPENDENT SPRINKLERNO ESCUTHEON REQUIREDAUTOMATED EQUIPMENT PANEL (ROOF)METAL STUD (OR APPROPRIATE RIGID SURFACE).MULTI-PORT BRACKETINSTALL AS LOW AS POSSIBLECORRUGATED STAINLESS STEEL HOSE WITH STAINLESS STEEL BRAID 4' LENGTH.1" MAX.1" TEE WITH PLUGNOTE TO CONTRACTOR:PROVIDE A SIGN WITH THE FOLLOWING STATEMENT AND ATTACH TO THE TOP OF THE AUTOMATED EQUIPMENT."FLEXIBLE DROP IS PRESSURIZED. PRIOR TO REMOVING FIRE SPRINKLER DRAIN FIRE PROTECTION SYSTEM AND 1" DROP"WALL PLATEDO NOT ATTACH TO UNIT7(/345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230F 316.268.0205DENNIS D. SMITH, AIA‹SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).NEW YORK ALTERATION WARNING STATEMENT:IT IS A VIOLATION OF THE NEW YORK EDUCATION LAW, ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.1(:<25.1<:(677+675((768,7(ZZZKQ\HQJFRPFP3FIREPROTECTIONDETAILSBLS1980205240ITHACA, NY012119012119STORE NO: 5240-20115011/30/18ITHACA, NYNAW/JEJGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYDARRELL E. STEINNTS1SPRINKLER RISERNTS2AIR RELEASE VENTNTS3PACKROBOT PENDENT SPRINKLER WITH FLEXIBLE PIPINGISSUE BLOCK ATM1DDDBADFRONTDDDDDDDDDDD DD DDOODSSL SSL07/09/18BREAKROOMWOMENMENJANITORWOMENMENM11P11M14GP21GP11GP1.11GP2.11MAC11P12GP22P14DELIPREPDELIUTILITYSERVICEDELISALADPREPPROD.PREPBAKERYBAKERYUTILITYMEATPREPGROCERYSALESP13ABCDEFGHJK123456789101112131415STOCKROOM-GMMECHANICALM12MAC12TIRE & LUBEMOUNTING AREAM15COURTESYDESKRETURNSTORAGEPICKUPSTORAGERECEIVING-GRCUSTOMERSERVICETOILETPHARMACY1DISCONNECT SINK. RECONNECT SINK AFTER MILL WORK. REF ARCH.15.406STEVEE.BERR Y089379STATEOFNEWYORK L I C E N SEDPROFESSIONALENGINEER345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.03/01/192/28/2019 4:46:45 PMC:\Users\mbailey\Documents\05240_Ithaca_NY_150_L_MEP_V18_mbailey_mbailey.rvtMP1MECHANICALANDPLUMBINGPLANDT/JB18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYSBGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY24 HOURS PRIOR TO SHUTTING DOWN ANY REFRIGERATION SYSTEMS, HVAC SYSTEMS, OR ENERGY MANAGEMENT CONTROLS SYSTEMS, SEND E-MAIL TO NSRM@WALMART.COM. THE E-MAIL SHALL STATE WHAT, WHY, AND WHEN IT IS BEING SHUT DOWN AND HOW LONG IT IS ANTICIPATED TO BE DOWN. THEN SEND A FOLLOW UP E-MAIL TO NSRM@WALMART.COM AFTER THE WORK IS COMPLETE AND THE SYSTEM IS BACK UP AND RUNNING. 1" = 30'-0" 1MECHANICAL AND PLUMBING PLAN1. GENERAL NOTES ARE APPLICABLE TO ALL MECHANICAL/PLUMBING DRAWINGS.2. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS AND READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND MANUFACTURERS RECOMMENDATIONS.3. STORE MUST BE KEPT IN OPERATION.ARRANGE ALL WORK TO KEEP DISRUPTIONS TO STORE OPERATIONS TO A MINIMUM. COORDINATE WITH EXISTING AND NEW CONSTRUCTION. PAY ALL NECESSARY FEES AND PERMITS.4. IF NEW CONSTRUCTION DISRUPTS EXISTING UNDERGROUND SERVICES (GAS, SEWER, DOMESTIC WATER, FIRE SPRINKLER, ETC.), PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO MAINTAIN THEIR PROPER OPERATION.5. CONTRACTOR IS RESPONSIBLE FOR UTILIZING OWNER APPROVED ROOFING CONTRACTORS FOR CUTTING AND PATCHING ROOF.6. CONTRACTOR SHALL FURNISH AND INSTALL EXHAUST FANS AND EXHAUST FAN CURBS. CONTRACTOR SHALL INSTALL ALL STRUCTURAL SUPPORTS FOR FANS. REFERENCE ARCHITECTURAL/STRUCTURAL SHEETS FOR DETAILS.7. NOT USED8. NOT USED9. NOT USED10. NOT USED11. NOT USED12. NOT USED13. NOT USED14. NOT USED15. INSTALL VTR'S A MINIMUM OF 24" AND FLUES A MINIMUM OF 36" FROM ROOF EDGE AND/OR PARAPET WALLS. INSTALL VTR'S, FLUES AND EXHAUST FANS A MINIMUM OF 10 FT FROM OUTSIDE AIR INTAKE OF ROOF TOP UNITS. INSTALL EXHAUST FANS AND ROOF TOP UNITS A MINIMUM OF 10 FT FROM ROOF EDGE OR A MINIMUM OF 60" FROM PARAPET WALLS THAT ARE AT LEAST 42" HIGH.16. COORDINATE LOCATION OF DUCTWORK AND DIFFUSERS WITH LIGHT FIXTURES TO PREVENT EXCESSIVE SHADOWING OF THE SALES OR STOCK FLOORS. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE. FIELD VERIFY STRUCTURAL CONDITIONS BEFORE FABRICATION OF DUCTWORK.17. FLEXIBLE DUCT CONNECTIONS TO NEW OR RELOCATED DIFFUSERS AND GRILLES ARE PROHIBITED. INSPECT CONDITION OF EXISTING DUCT AND REPLACE DAMAGED DUCT WITH EQUIVALENT TYPE OF DUCT AS REQUIRED.18. DUCT SIZES SHOWN ON DRAWINGS ARE NET FREE AREA. CONTRACTOR'S OPTION, ROUND DUCTWORK OF EQUIVALENT FREE AREA MAY BE USED IN LIEU OF RECTANGULAR. INCREASE RECTANGULAR SHEET METAL SIZE AS REQUIRED FOR LINER. REFER TO SPECIFICATIONS FOR THE INSULATION THICKNESS.19. DUCT SUPPORT AND GRILLE DETAIL IS APPLICABLE THROUGHOUT THE STORE. DO NOT USE FASTENERS THAT PENETRATE ROOF DECK.20. TYPICAL BRANCH DUCT FITTING DETAIL IS APPLICABLE THROUGHOUT THE STORE.21. EXISTING PIPE SIZES AND LOCATIONS HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY LOCATION AND SIZES OF ALL EXISTING PIPING THAT IS BEING CONNECTED TO OR MODIFIED, AND TO VERIFY THAT PROPER SLOPES AND ELEVATIONS ARE AVAILABLE. MAINTAIN MINIMUM SLOPE OF 1/8" PER FOOT FOR SAN SEWER PIPING 3" OR LARGER. MAINTAIN MINIMUM SLOPE OF 1/4" PER FOOT FOR SAN SEWER PIPING SMALLER THAN 3". REF ARCH. FOR TRENCHING REQUIREMENTS.22. PLUMBING CONTRACTOR SHALL VERIFY EXISTING SEWER AND VENT PIPE SIZE AND ELEVATION AND SHALL VERIFY THAT PROPER SLOPES ARE AVAILABLE BEFORE CUTTING FLOOR SLAB FOR NEW SEWER PIPING.23. PROVIDE ACCESS DOORS TO NEW WATER VALVES AND CLEANOUTS AS NECESSARY WHEN INSTALLED IN INACCESSIBLE AREAS.24. PLUMBING CONTRACTOR SHALL PROVIDE ONE YEAR WARRANTY FOR PROPER SEWER SYSTEM OPERATION.25. SANITARY DRAINAGE LINES AND FITTINGS (DRAIN, WASTE AND VENT) SHALL BE CAST IRON, COATED INSIDE AND OUTSIDE. WHERE PERMITTED BY LOCAL CODES, PVC-DWV PLASTIC SCHEDULE 40 MAY BE USED IN LIEU OF CAST IRON. ALL PHOTOLAB PLUMBING SHALL BE PVC.26. WATER PIPING ABOVE GRADE SHALL BE TYPE "L" HARD DRAWN COPPER JOINED WITH WROUGHT COPPER FITTINGS. MAKE JOINTS USING LEAD-FREE SOLDER AND A NON-CORROSIVE, PASTE-TYPE FLUX. MAKE PIPING CONNECTIONS TO A FIXTURE WITH CHROME-PLATED SEAMLESS BRASS TUBE. INSULATE HOT & COLD WATER PIPING WITH RIGID GLASS FIBER A MINIMUM OF 1/2" THICK WITH WHITE ALL-SERVICE JACKET (VAPOR RETARDER).27. PROVIDE AUTOMATIC TRAP PRIMERS ON FLOOR DRAINS IF REQUIRED BY LOCAL PLUMBING CODES.28. ALL FLOOR CLEANOUTS SHALL BE INSTALLED FLUSH WITH FLOOR FINISH MATERIAL OR FLUSH WITH CONCRETE SLAB IF NO FLOOR FINISH MATERIAL IS CALLED OUT FOR ON ARCHITECTURAL DRAWINGS.29. LOCATE ALL FLOOR CLEAN-OUTS OUT OF TRAFFIC WAYS, WHILE MAINTAINING ACCESSIBILITY. LOCATE PER DIMENSIONS IF SHOWN ON PLANS.30. FLOOR CUTS SHALL BE STRAIGHT AND CLEAN, REPLACE REMOVED SLAB WITH CONCRETE FLUSH AND SMOOTH WITH ADJACENT FLOOR SLAB. REFERENCE ARCHITECTURAL SHEETS. COORDINATE WITH GENERAL CONTRACTOR.31. CAP ALL PIPING OPENINGS DURING CONSTRUCTION UNTIL FINAL CONNECTIONS TO EQUIPMENT AND ACCESSORIES ARE MADE.32. CUT AND PATCH EXISTING CONCRETE FLOOR SLAB FOR INSTALLATION OF NEW UNDERGROUND PLUMBING PIPE. MATCH EXISTING CONSTRUCTION.33. DO NOT INSTALL PIPING WITHIN COOLER PANELS. INSTALL EXPOSED PIPING IN PREP AREAS A MINIMUM OF 1" FROM PANEL WALL AND 6" ABOVE FINISHED FLOOR TO ALLOW FOR CLEANING. USE ONLY NON-CORROSIVE MATERIALS FOR SPACERS AND ANCHORS.34. PROVIDE ESCUTCHEON PLATES FOR PLUMBING PENETRATIONS THROUGH GROCERY CEILINGS AND WALLS.35. PROVIDE AIR TIGHT SEAL AROUND PIPING PENETRATIONS THROUGH COOLER/FREEZER WALLS AND CEILINGS. FINISH WITH ESCUTCHEON PLATE.36. PROVIDE HEAT TAPE AND INSULATION ON ALL WATER AND DRAIN PIPING EXPOSED TO FREEZING.37. INSTALL CONTINUOUS SEALANT JOINT AT ALL EXTERIOR WALL PENETRATIONS.38. AT CONTRACTOR'S OPTION (U.N.O), IN LIEU OF COPPER WATER PIPING, PEX OR AQUATHERM PIPING MAY BE USED. REFER TO EQUIVALENT NOMINAL PIPE SIZES SCHEDULE AND SPECIFICATIONS.39. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER SMACNA PUBLISHED SEISMIC DETAILS, LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON DETAILS SUBMITTED FOR PERMITTING.40. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE.GENERAL NOTES12.20.13ISSUE BLOCK1 REV #1 03/01/19 DDOSSL SSLL23L19L21L23PROVIDE BRANCHWASTE AND VENTPIPING IN WALL ASREQUIRED FORINDIVIDUAL P-TRAPSAT EACH BASIN. REPLACE LAVTYP 2PROVIDE BRANCHWASTE AND VENTPIPING IN WALL ASREQUIRED FORINDIVIDUAL P-TRAPSAT EACH BASIN.REPLACE LAVTYP 2WOMENMENFCO ETRSSSS4" SS15.422FDETRFDETR3" SS15.4223" SS15.4221" T15.4222" CW15.4223/4" HWR15.422EWC2ETR2" CW15.422SS4" SS15.422YCOETRB7STOCKROOMREPLACESINK15.40615.436S3EX. 4" SS15.422EX. 1/2" CW15.422EX. 1" CW15.422FCO ETRWCO ETRFD ETRWCO ETRFCO ETRFAMILYRESTROOMEX. 1/2" HW15.422EX. 1 1/2" CW15.422L23L25L25L23PROVIDE BRANCHWASTE AND VENTPIPING IN WALL ASREQUIRED FORINDIVIDUAL P-TRAPSAT EACH BASIN.REPLACE LAVTYP 4.PROVIDE BRANCHWASTE AND VENTPIPING IN WALL ASREQUIRED FORINDIVIDUAL P-TRAPSAT EACH BASIN.MENWOMENEX. 2" CW15.422EX.2" CW15.422EX.2 1/2"CW15.422EX. 1" HW15.422BREAKROOMEX. 4" SS15.422FDETRFDETR15.4021/2" HWREF. 3/P1 FORCONTINUATIONHJ56REMOVECHILDTOILET15.4058.88.8H.8H.8JJJ.2J.2EX. 3/4" CW15.42215.401REF. 2/P1 FORCONTINUATION1/2" CW1/2" HWEW15P2ETMV6P215.403VTR7P22" SSIN WALLEX. 4" SS15.422EX. 4" SS15.422FCO ETRSTOCKROOM-GMJPROCESSINGPROPERLY SEALSINK AT EDGESREPLACE MOP SINKAND ASSOCIATEDTRIM WITH NEWMOP SINKSS115.406DEMO FLOOR COVERINGAS NEEDED. REPLACETO MATCH EXISTING.A234RD ETRRE-ROUTE OVERFLOWROOF DRAIN THRU WALL.REF. ARCH.15.406DEMO HANDSINK15.405STEVEE.BERR Y089379STATEOFNEWYORK L I C E N SEDPROFESSIONALENGINEER345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 11:04:24 AMC:\Users\dtowne\Desktop\2018 WMRM LOCAL PROJECTS\05240_Ithaca_NY_150_L_MEP_V18_dtowne.rvtP1ENLARGEDPLUMBINGPLANSDT18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYSBGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYKEYNOTES15.401 CONNECT TO NEAREST DOMESTIC COLD WATERPIPE OF EQUAL OR LARGER SIZE. VERIFY SIZEAND LOCATION AT SITE. PROVIDE SHUT-OFFVALVE IN NEW PIPE AT POINT OF CONNECTION.15.402 CONNECT TO EXISTING HOT WATER PIPE OFEQUAL OR LARGER SIZE. VERIFY SIZE ANDLOCATION AT SITE. PROVIDE SHUT-OFF VALVE INNEW PIPE AT POINT OF CONNECTION.15.403 CONNECT TO EXISTING SANITARY PIPE OFEQUAL OR LARGER SIZE. VERIFY SIZE,LOCATION, ELEVATION, AND FLOW DIRECTION ATSITE.15.405 PROPERLY CAP, PLUG AND CONCEAL ANYPIPING LEFT IN PLACE. CAP ABANDONED SEWERPIPING A MINIMUM OF 8" BELOW FINISHEDFLOOR. MATCH EXISTING FLOORCONSTRUCTION AND FINISHES. RE:ARCHITECTURAL PLANS. REMOVE UNUSEDWATER AND VENT PIPING ABOVE CEILING ANDCAP REMAINING PIPE.15.406 PLUMBING CONTRACTOR TO MAKE ALLNECESSARY DISCONNECTS AND RECONNECTSOF PLUMBING FIXTURES BEING RELOCATED ORNEW.15.422 EXISTING PIPING TO REMAIN (VERIFY LOCATIONIN FIELD).15.436 REPLACE SINK AND ASSOCIATED TRIM.INCLUDING THE FAUCET, TAILPIECE, P-TRAP,SUPPLY LINES, AND SHUT-OFF VALVES.REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET.GENERAL NOTES1/8" = 1'-0" 1FRONT RESTROOM PLUMBING PLAN1/8" = 1'-0" 2REAR AREA PLUMBING PLAN1/4" = 1'-0" 3EYEWASH PLUMBING PLAN1 : 1804RECYCLING CENTER PLUMBING PLANISSUE BLOCK REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MOREINFORMATION. MAKE CONNECTIONS AND PROVIDE INSTALLATION PERMANUFACTURER'S RECOMMENDATIONS. ARRANGEMENT SHOWN ISSCHEMATIC: PROVIDE REDUCERS AND ADAPTERS AS REQUIRED.HOT WATERRECIRCULATIONMAINREDUCERPIPEINSULATIONFULL PORT BALL VALVE, W/LOCKING HANDLE, 1 PIPE SIZESMALLER THAN LINE SIZE.ADJUST BALL VALVE TO MAINTAIN A 5°F DROP IN HOT WATER LOOP (115°F).PERMANENTLY MARK BALL VALVE SETPOINT.THERMOMETERTEE FITTINGINSTALL THERMOMETERTO SET BALL VALVEHOT WATER RECIRCULATION BRANCHUNIONFLOW CONTROL VALVE; REFERTO FLOOR PLANS ANDSCHEDULES FOR FLOW RATEAND PIPE SIZE.TYPICAL FULL-PORT BALL TYPESHUT-OFF VALVESTRAINERCHECK VALVEREFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MOREINFORMATION. MAKE CONNECTIONS AND PROVIDE INSTALLATIONPER MANUFACTURER'S RECOMMENDATIONS. ARRANGEMENTSHOWN IS SCHEMATIC: PROVIDE REDUCERS AND ADAPTERS ASREQUIRED.PIPE INSULATIONNEW 1/2" HWR TONEW FLOW CONTROL VALVE. REF PLUMBING PLANSEXISTINGCW AND HWCONNECT NEW 1/2" HWRTO HW PIPE SERVINGEXISTING HAND SINKNOTE:VERIFY SIZE AND LOCATION OF EXISTINGDOMESTIC WATER SUPPLY PIPING AT SITE.EXISTINGHAND SINK60" MAXEXISTING MOP SINK3/4" CW SHUT OFFVALVEFLOOR12" MINPVB2MALE GARDENHOSE THREADFITTING PROVIDEDBY CONTRACTOREXISTING WATERSUPPLY HOSEEXISTING SOLUTIONCENTERNOTES:1. INSTALLATION AND MATERIALS SHALL COMPLY WITH STATE AND LOCAL REGULATIONS.2. INSTALL SHUTOFF VALVE IN AN ACCESSIBLE LOCATION.EYEWASH5'-6"7'-0" MINREQUIREDVERTICAL CLEARSPACETHIS DETAIL REFERS IN A GENERAL WAY TO AN ELEVATED VIEW OF TYPICAL EYEWASH LOCATIONS. EXISTING CONDITIONS MAY VARY. EXISTING EYEWASH WILL BE RELOCATED TO PROVIDE CLEAR SPACE FROM EXISTING PLUMBINGFIXTURES AND WALLS.SAFETY STRIPING ON FLOOR(REFERENCE PLAN VIEW)BOOSTER PUMP ASSEMBLY(IF REQUIRED). BOOSTERPUMP MAY BE MOUNTED HORIZONTAL AND OFF SETLEFT OR RIGHT OF CENTER OF EYEWASH TO ALLOW7'-0" MINIMUM FROM BOTTOM OF PUMP FLANGE TOFINISHED FLOOR. REF. TEPID EYEWASH BOOSTER PUMPDETAIL(HORIZONTAL)/ TEPID EYEWASH BOOSTER PUMPDETAIL(VERTICAL).ETMV LOCATION, IFBOOSTER PUMP ISREQUIRED.MOUNT EYEWASHSIGNAGE ABOVEEYEWASH AT5'-6" AFFBOOSTER PUMP FLANGEEXISTING CEILINGEYEWASHREF.ARCHITECTREF.ARCHITECTWASTE PUMP ASSEMBLY(IF REQUIRED).WASTE PUMP MAY BE MOUNTED LEFT ORRIGHT OF CENTER OF EYEWASH ASREQUIRED TO MEET CLEARANCEREQUIREMENTS.3/4" DISCHARGEPIPING1-1/4" PIPING TO WASTEPUMP (IF REQUIRED)EMTV, MOUNT UNDER EYEWASH (IF BOOSTER PUMP IS NOT REQUIRED).REFERENCE EMERGENCY THERMOSTATIC MIXING VALVE,(ETMV)MOUNTING ELEVATION DETAIL.2'-3" MIN. TO BOTTOM OF ETMVEYEWASHTHIS DETAIL REFERS IN AGENERAL WAY TO AN ELEVATEDVIEW OF A TYPICAL TEPIDEYEWASH PLUMBING DESIGN .EXISTING CONDITIONS MAY VARY.EXISTING EYEWASH MAY BERELOCATED TO PROVIDE CLEARSPACE FROM EXISTINGPLUMBING FIXTURES AND WALLS.ELEVATION VIEWPLAN VIEWEYEWASHETMVROUTE NEW HOT ANDCOLD WATER PIPING TONEW ETMV FROM NEARESTEXISTING WATER HEATEROF A MINIMUM 15 GALAND 2 KW CAPACITY.FLOOREXISTING WALLETMV-(EMERGENCY THERMOSTATICMIXING VALVE SET TO 65°F)REF PLUMBING FIXTURE SCHEDULEMOUNT ETMV SECURELY ONWALL AS CLOSE AS POSSIBLEAND BELOW EYEWASH PERMANUFACTURERSINSTALLATION INSTRUCTIONS.SERVICESINKPVC DRAIN TO EXISTING SERVICESINK WHEN POSSIBLE.ALL SHUTOFF VALVES ON THIS ASSEMBLY SHALL BE LOCKABLE AND INSTALLED IN THE LOCKED OPEN POSITION. REFERENCE SPECIALTY PLUMBING FIXTURE SCHEDULE. LOCKS PROVIDED BY WALMART STORE MANAGER.MOUNT EYEWASH SECURELY TO WALLPER MANUFACTURERSINSTALLATION INSTRUCTIONS.TEPID WATER LINEHEIGHT ABOVE ROOFSHALL EXCEED LOCALMAXIMUM SNOW DEPTH(CONTRACTOR SHALLVERIFY), 12" MINIMUM.ROOF FLASHINGROOFU-BOLT PIPECLAMP TYPJOISTSTEVEE.BERR Y089379STATEOFNEWYORK L I C E N SEDPROFESSIONALENGINEER345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 11:08:27 AMC:\Users\dtowne\Desktop\2018 WMRM LOCAL PROJECTS\05240_Ithaca_NY_150_L_MEP_V18_dtowne.rvtP2PLUMBINGDETAILSDT18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYSBGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYPLUMBING SYMBOLSWALL CLEANOUTHOSE BIBBFREEZE PROOF WALL HYDRANTYARD CLEANOUTFLOOR SINKROOF DRAIN/OVERFLOW ROOF DRAINFLOOR DRAINT & P RELIEF VALVEWATER HAMMER ARRESTORBACKFLOW PREVENTERSHUT-OFF VALVE IN VERTICAL LINECHECK VALVEPLUG VALVEBALL VALVETEE - TURNED UPTEE - TURNED DOWNELBOW - TURNED UPELBOW - TURNED DOWNCOMPRESSED AIRNATURAL GASDOMESTIC HOT WATERDOMESTIC HOT WATER RETURNDOMESTIC COLD WATEROVERFLOW ROOF DRAIN LINEROOF DRAIN LINEOIL WASTEGREASE WASTESANITARY SEWERTEPID OR TEMPERED WATERWATER METERFILTERED WATERSTORM SEWERIRRIGATION WATERTHERMOSTATIC MIXING VALVEGAS COCKGAS PRESSURE REGULATORPLUMBING VENTREVERSE OSMOSIS WATERCONDENSATE DRAINCONNECT TO EXISTINGEXISTING TO REMAINPLUMBING VACUUMDEMO PIPEAREA OF SLAB CUTFLOW CONTROL VALVETHERMOMETERSSGWOWSTRDORDIWTUNIONFGACDROVVACMWHATMVFDFSYCOFPWHHBWCOETRRDVENT BELOW FLOORVBFFLOOR CLEANOUTFCO1/8" = 1'-0" 10/26/181BALANCING VALVE ASSEMBLY1/8" = 1'-0" 2FLOW CONTROL VALVE TRAIN1/8" = 1'-0" 3HAND SINK HWR CONNECTION1/8" = 1'-0" 4PRESSURE VACUUMBREAKER INSTALLATION1/8" = 1'-0" 5EYEWASH ELEVATION1/8" = 1'-0" 6EMERGENCY THERMOSTATIC MIXINGVALVE, (ETMV) MOUNTING ELEVATION12" = 1'-0" 7VENT THRU ROOF (VTR)ISSUE BLOCK STEVEE.BERR Y089379STATEOFNEWYORK L I C E N SEDPROFESSIONALENGINEER345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 11:09:30 AMC:\Users\dtowne\Desktop\2018 WMRM LOCAL PROJECTS\05240_Ithaca_NY_150_L_MEP_V18_dtowne.rvtP3PLUMBINGSCHEDULESDT18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYSBGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYGENERAL INFORMATION (ALL FIXTURES): 1. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES:-P-TRAP WITH CLEANOUT PLUG AND SINK CONTINUOUS WASTES: POLISHED CHROME-PLATED TUBULAR BRASS, 17 GAUGE WITH BRASS NUTS AND SLIP INSERTS.-SS BRAIDED WATER SUPPLY: FLEXIBLE BRAIDED STAINLESS STEEL (SS) OUTER SHEATHING WITH REINFORCED PVC INNER TUBING.-STOP VALVES: CHROME PLATED BRASS, QUARTER TURN ANGLE STOP VALVES.NOTES: A. INSTALL FURNISHED 1/2" X 3 3/4" STAINLESS STEEL SIMPSON WEDGE-ALL WEDGE ANCHORS FOR ALL FlOOR MOUNTED FIXTURE CARRIERS.B. INSTALL FURNISHED THERMOSTATIC MIXING VALVE.C. REFERENCE ARCHITECTURAL DRAWINGS FOR EWC2 ORIENTATION.D. COORDINATE WATER ROUGH-IN HEIGHT FROM MANUFACTURER'S INSTALLATION INSTRUCTIONS WITH GRAB BAR LOCATION. REF ARCH.E. USE SAME MANUFACTURER FOR UR1 AND UR2.TOILET PLUMBING FIXTURE SCHEDULEALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS.MARK FIXTUREBRANCH SIZES (MIN) MANUFACTURER / CATALOG NUMBERTRIM AND ACCESSORIESNOTESCW HW WASTE VENT OPTION #1 OPTION #2 OPTION #3EWC1 ELECTRIC WATERCOOLER(SINGLE)1/2" 1 1/2" 1 1/4" STAINLESS STEEL TOP AND CABINET, FRONT AND SIDE PUSH BARS, WATER SAVER BUBBLER WITH FLEXIBLE BUBBLER GUARD (FOR HALSEYTAYLOR - SMARTFLOW BUBBLER KIT), STOP, 3/8"x1/2" SS BRAIDED WATER SUPPLY, P-TRAP WITH CLEANOUT AND ESCUTCHEON. CARRIER: JOSAM17560-WCBL, WADE 440-AM11L19 1/2" 1/2" 1 1/2" 1 1/2" LEVANTINAQ3303RTSTONE AND STEELDSCT-83000-94-TC-R-SBLEVANTINA: WALL MOUNTED, ONE-PIECE QUARTZIA DECK (SNOWFALL)STONE AND STEEL: WALL MOUNTED, ONE-PIECE QUARTZ DECK (SNOW BLIND)BOWL: CHINA SHELL CH-6360 UNDERMOUNT 18"x13" CHINA BOWL(S)BASE: ACORN STAINLESS STEEL APRON (AP-3, 3 BOWL). HINGED TRAP AND PIPING ENCLOSURE.FAUCET: TOTO TEL145-D10E - 0.5 GPM SENSOR OPERATED SELF-GENERATING POWER SYSTEM. CHROME PLATED BRASS P-TRAP WITHCLEANOUT, GRID STRAINER WITH TAILPIECE.CONNECTION ACCESSORIES: (2) STOP VALVES PER DECK, THERMOSTATIC MIXING VALVE KIT (TMV, HOSES & FITTINGS) SET TMV TO 105°F.L21 1/2" 1/2" 1 1/2" 1 1/2" LEVANTINEQ3303LTSTONE AND STEELDSCT-83000-94-TC-L-SBLEVANTINA: WALL MOUNTED, ONE-PIECE QUARTZIA DECK (SNOWFALL)STONE AND STEEL: WALL MOUNTED, ONE-PIECE QUARTZ DECK (SNOW BLIND)BOWL: CHINA SHELL CH-6360 UNDERMOUNT 18"x13" CHINA BOWL(S)BASE: ACORN STAINLESS STEEL APRON (AP-3, 3 BOWL). HINGED TRAP AND PIPING ENCLOSURE.FAUCET: TOTO TEL145-D10E - 0.5 GPM SENSOR OPERATED SELF-GENERATING POWER SYSTEM. CHROME PLATED BRASS P-TRAP WITHCLEANOUT, GRID STRAINER WITH TAILPIECE.CONNECTION ACCESSORIES: (2) STOP VALVES PER DECK, THERMOSTATIC MIXING VALVE KIT (TMV, HOSES & FITTINGS) SET TMV TO 105°F.L23 1/2" 1/2" 1 1/2" 1 1/2" LEVANTINAQ3301STONE AND STEELDSCT-81000-30-SBLEVANTINA: WALL MOUNTED, ONE-PIECE QUARTZIA DECK (SNOWFALL)STONE AND STEEL: WALL MOUNTED, ONE-PIECE QUARTZ DECK (SNOW BLIND)BOWL: CHINA SHELL CH-6360 UNDERMOUNT 18"x13" CHINA BOWLBASE: ACORN STAINLESS STEEL APRON (AP-1, 1 BOWL). HINGED TRAP AND PIPING ENCLOSURE. CONTINUOUS WASTE PIPING AND P-TRAP.FAUCET: TOTO TEL145-D10E - 0.5 GPM SENSOR OPERATED SELF-GENERATING POWER SYSTEM. CHROME PLATED BRASS P-TRAP WITHCLEANOUT, GRID STRAINER WITH TAILPIECE.CONNECTION ACCESSORIES: (2) STOP VALVES PER DECK, THERMOSTATIC MIXING VALVE KIT (TMV, HOSES & FITTINGS) SET TMV TO 105°F.SPECIALTY PLUMBING FIXTURE SCHEDULEMARK FIXTURE MANUFACTURER / MODEL FIXTURE DESCRIPTIONFCV30 FLOW CONTROLVALVEFLOW CONTROL VALVE BELL & GOSSETT # CB LF "CIRCUIT SETTER PLUS", LEAD FREE BRASSBODY AND BRASS BALL, CALIBRATED BALANCE VALVE, DIFFERENTIALPRESSURE READOUT PORTS, DRAIN PORT, MEMORY STOP,NAMEPLATE AND 1/2" VALVE BODY SIZE UNLESS SHOWN OTHERWISEON PLANS. SET AND BALANCE TO 0.25 GPM UNLESS SHOWNOTHERWISE ON PLANS AND PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS.GENERAL INFORMATION (AS APPLICABLE):1. REFER TO PLANS FOR DRAIN OUTLET SIZE.2. LOAD CLASSIFICATIONS: LIGHT DUTY <2000 LBS, MEDIUM DUTY 2000 TO 4999 LBS, HEAVY DUTY 5000 TO 7499 LBS, EXTRA HEAVY DUTY 7500 TO 9999 LBS.CLEANOUT SCHEDULEMARK MANUFACTURER / MODEL DESCRIPTIONFCO1 ZURN / Z1400SIOUX CHIEF / 852MIFAB / C1100JAY R. SMITH / 4231JOSAM / 55000WATTS / CO-200-RX-4OATEY / 74000CAST IRON OR PVC BODY, ROUND EXTRA HEAVY-DUTY CAST OR DUCTILE IRON TOP, POLYPROPYLENE OR ABSPLUG, ADJUSTABLE TO FINISH SURFACE.GENERAL INFORMATION (ALL FIXTURES): 1. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES:-P-TRAP WITH CLEANOUT PLUG AND SINK CONTINUOUS WASTES: POLISHED CHROME-PLATED TUBULAR BRASS, 17 GAUGE WITH BRASS NUTS AND SLIP INSERTS.-SS BRAIDED WATER SUPPLY: FLEXIBLE BRAIDED STAINLESS STEEL (SS) OUTER SHEATHING WITH REINFORCED PVC INNER TUBING.-STOP VALVES: CHROME PLATED BRASS, QUARTER TURN ANGLE STOP VALVES.NOTES: A. MOUNT EYEWASH 36" AFF TO TOP OF HEAD SPRAY.B. INSTALL MOP SINK FAUCET AT 32" AFF AND LOCATE TWO MOP HANGER BRACKETS SIDE BY SIDE NEAR MOP SINK.C. INSTALL FURNISHED TMV UNLESS SERVED WITH TEMPERED WATER OR NOTED OTHERWISE ON PLUMBING DRAWINGS. SET AT 120° F.D. TRIM WITH OFFSET TAILPIECE, 5/8" ARMAFLEX INSULATION ON EXPOSED HOT WATER AND DRAIN LINES. HOLD ALL EXPOSED PIPING HIGH AS POSSIBLE.E. REFER TO OWNER PROVIDED EQUIPMENT INFORMATION FOR ACTUAL ROUGH-IN HEIGHT REQUIREMENTS.F. INSTALL FURNISHED THERMOSTATIC MIXING VALVE.G. INSTALL FURNISHED 1/2" X 2 1/2" STAINLESS STEEL SIMPSON WEDGE-ALL ANCHORS FOR ALL FIXTURES.H. CONTRACTOR TO COORDINATE THE REQUIRED CARRIER PRIOR TO ORDERING.PLUMBING FIXTURE SCHEDULEALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS.MARK FIXTUREBRANCH SIZES (MIN)MANUFACTURER / MODEL DESCRIPTION, TRIM AND ACCESSORIES NOTESCW HW WASTE VENTETMV EMERGENCYTHERMOSTATICMIXING VALVEBRADLEY / S19-2000POWERS / ES150-11LEONARD / TA-300HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE FINISH, BIMETAL THERMOSTAT ORTHERMAL MOTOR, INTEGRAL CHECK STOPS AND VANDAL RESISTANT LIMIT STOP SET AT 65° F.MINIMUM FLOW RATE 1.0 GPM.EW1 EYEWASH 1/2" 1 1/2" 1 1/4" BRADLEY / S19-220SPEAKMAN / SE-580ENCON / 01030401GUARDIAN / G1814PWALL MOUNTED, GALVANIZED STEEL PIPE, CHROME PLATED BRASS VALVE, YELLOW PLASTICBOWL WITH DUST COVER, 304 SS HANDLE. PROVIDE P-TRAP AND TAILPIECE WHEREAPPLICABLE ON PLANS.APVB2 PRESSUREVACUUM BREAKERWATTS / LF008PCQT LEAD FREE HIGH-HAZARD ANTI-SIPHON, ANTI-SPILL VACUUM BREAKER AND INLET AND OUTLETSHUT-OFF VALVES. CONFORM TO ASSE 1056.S3 SINK (LOUNGE)2-COMPARTMENTSTAINLESS STEEL1/2" 1/2" 2" 1 1/2" ELKAY / LRAD2918JUST / DL-ADA-1829-A3 HOLES, DROP-IN STYLE, 6 1/2" MAXIMUM DEPTHFAUCET LEAD FREE: SPEAKMAN SC-5724-E, ZURN Z871C4-XL2.2 GPM FLOW RESTRICTOR, AERATORDRAIN: ELKAY LK-35, JUST JB-99C, DSS1 SERVICE SINK(TERRAZZO)24" x 24" x 12"3/4" 3/4" 3" 2" STERN-WILLIAMS / SB-800FIAT / TSB-200ACORN / TSH-24-SSC-LBCHROME PLATED FAUCET WITH INTEGRAL CHECK VALVES, HOSE, BRACKET (MOUNT DIRECTLYABOVE WALL GUARD), MOP HANGER (60"AFF).FAUCET: CHICAGO 897-CP (DISCARD STANDARD SUPPLY ARMS & CONNECT (2) GCJKCP SUPPLYARMS USING (2) 897-020JKRCF ADAPTERS), ZURN Z843M1-CS, T&S BRASS B-0665-BSTP W/ETERNA CARTRIDGES & SPRING CHECKS.HOSE/BRACKET: STERN WILLIAMS T-35, FIAT 832-AA, ACORN KH36.MOP HANGER: STERN WILLIAMS T-40, FIAT 889-CC, ACORN KMH.BSS4 SERVICE SINK(TERRAZZO)24" x 24" x 12"6" DROP FRONT3/4" 3/4" 3" 2" STERN-WILLIAMS / HL-1810-LBFIAT / TSB-3000ACORN / TDF-24-SSC-LBCHROME PLATED FAUCET WITH INTEGRAL CHECK VALVES, HOSE, BRACKET (MOUNT DIRECTLYABOVE WALL GUARD), MOP HANGER (60"AFF).FAUCET: CHICAGO 897-CP (DISCARD STANDARD SUPPLY ARMS & CONNECT (2) GCJKCP SUPPLYARMS USING (2) 897-020JKRCF ADAPTERS), ZURN Z843M1-CS, T&S BRASS B-0665-BSTP W/ETERNA CARTRIDGES & SPRING CHECKS.HOSE/BRACKET: STERN WILLIAMS T-35, FIAT 832-AA, ACORN KH36.MOP HANGER: STERN WILLIAMS T-40, FIAT 889-CC, ACORN KMH.BPLAN SIZE1/2"3/4"1"1 1/4"1 1/2"2"2 1/2"3"4"NOTE: REFER TO SPECIFICATIONS FOR APPROVED MANUFACTURERS.EQUIVALENT NOMINAL PIPE SIZESHOT WATER1/2"3/4"1"1 1/2"2"2 1/2"3"3 1/2"6"1/2"3/4"1"1 1/4"1 1/2"2"2 1/2"3"4"PEX1/2"1"1 1/4"1 1/2"2"N/AN/AN/AN/A(COPPER)COLD WATERPOLYPROPYLENEISSUE BLOCK FRONTFD ETRFD ETRFD ETRFCO ETRSS4" SS ETR15.422VTR ETRFD ETRFCO ETRSSFS ETR6" SSETR15.422FSETRGWGW4" GWETR15.422WCOETRFD ETRVTRETRFD ETRSSFDETR4" SSETR15.422FD ETRFS ETRGW4" GWETR15.4224" GW ETR15.422WCOETRFS ETRFDETRFCO ETRFD ETRFDETRFDETRFDETRGWWCOETREXISTING FLOORDRAIN TO REMAIN15.426ROUTE CONDENSATE FROM REPLACEDREFRIGERATED CASES TO EXISTINGFLOOR DRAINS. END OPEN WITHAPPROVED AIR GAP. (TYP)FCO ETRFD ETRGWSS4" GW ETR15.4224" SS ETR15.422FCO ETRGWSSFCOETRFDETRFCO ETREXISTING FLOORDRAIN TO REMAIN(TYP)15.426EXISTINGFLOORDRAINTO REMAIN15.426FDETRFS ETRGWSS4" SS ETR15.4224" GWETR15.422FD ETRFD ETRSSSSFDETRFSETRFDETRFCO ETRVTRETRFDETRFD ETRFDETRGW4" GW ETR15.4224" GWETR15.422FDETRFCOETRFDETRFS ETRSSGWGWSS4" SS ETR15.422FDETRFDETRFD ETRFD ETRFD ETRSSGWSSSS4" SSETR15.4223" SSETR15.4224" GWETR15.422FCO ETRFD ETRFD ETRFCOETRSSFD ETRFCOETRFCOETRFCOETRVTR ETRFDETRFDETRFDETRFDETRFDETRFDETRFDETRFDETRFDETRFDETRFDETRFDETRFDETRFDETRFDETRFDETRFCO ETRPRIOR TO STARTING DEMOLITION WORK, PLUG ALL FLOOR DRAINS AND/OR FLOORSINKS UNDER REFRIGERATED CASES TO BE REPLACED WITH EXPANDABLEMECHANICAL PLUG (SIMILAR TO CHERNE ECON-O-GRIP). AFTER WORK IN THE AREAIS COMPLETE, AND PRIOR TO RE-SETTING REFRIGERATED CASES, THROUGHLYCLEAN ALL DEBRIS FROM FLOOR DRAIN AND/OR FLOOR SINK TO THE MAIN. CAMERASCOPE MAIN LINE TO CONFIRM LINE IS CLEAR. IF MAIN LINE HAS ANY OBSTRUCTIONS,COORDINATE SOW WITH CM AS AN ADDITIONAL SERVICE.BCD12345STEVEE.BERR Y089379STATEOFNEWYORK L I C E N SEDPROFESSIONALENGINEER345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 10:48:27 AMC:\Users\dtowne\Desktop\2018 WMRM LOCAL PROJECTS\05240_Ithaca_NY_150_L_MEP_V18_dtowne.rvtGP1FRONTGROCERYPLUMBINGPLANDT18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYSBGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY1/8" = 1'-0" 1FRONT GROCERY PLUMBING PLANKEYNOTES15.422 EXISTING PIPING TO REMAIN (VERIFY LOCATIONIN FIELD).15.426 WHERE NEW REFRIGERATED CASES AREREPLACING EXISTING CASES AT SAMELOCATION, EXISTING FLOOR DRAINS MAY BEREUSED IF EXISTING DRAIN IS IN AN ADEQUATEAND REUSABLE LOCATION (VERIFY IN FIELD).REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET.GENERAL NOTES1. ROUTE ALL PIPING CONCEALED WITHIN STUD WALLS WHENEVER POSSIBLE.2. ALL EXPOSED PIPE INSULATION SHALL BE CLAD PER SPECIFICATIONS. EXPOSED PIPING SHALL COMPLY WITH ONE OF THE FOLLOWING INSTALLATION OPTIONS:A. SURFACE MOUNTING PIPING WITH NON-CORROSIVE ANCHORS; SEAL BOTH SIDES OF PIPE TO SURFACE CONTINUOUSLY WITH SEALANT.B. INSTALL PIPING 1/2" OFF FACE OF SURFACE TO ALLOW FOR CLEANING. USE ONLY NON-CORROSIVE MATERIALS FOR ANCHORS AND SPACERS.C. COVER PIPING WITH 20 GAUGE STAINLESS STEEL BENT PLATES MOUNTED TO SURFACE WITH NON-CORROSIVE ANCHORS; APPLY CONTINUOUS SEALANT ALOGN EDGES AND JOINTS.3. PROPER INSTALLATION OF SEALANTS IS CRITICAL TO MEETING WALMART QUALITY STANDARDS. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. REFERENCE SECTION 07900 FOR SEALANT SCHEDULE.4. INTERIOR SEALANTS USED IN FOOD PREP AREAS SHALL MEET THE REQUIREMENTS FOR USE IN USDA REGULATED FACILITIES.5. PROVIDE CONTINUOUS USDA APPROVED SEALANT AT ALL JOINTS BETWEEN MATERIALS ON WALLS IN FOOD PREPARATION COOLER AND FREEZER AREAS.6. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS FOR NOT.FOOD PREP AREA NOTES12.20.13ISSUE BLOCK DVTRETRWCO ETRFCO ETRGW3" GW ETR15.422FD ETRVTRETRGW4" GW ETR15.422VTRETRFD ETRWCOETRGW4" GW ETR15.422GW3" GW ETR15.422FCO ETRGW4" GW ETR15.422FD ETRVTRETRFCOETRGW4"GWETR15.422FD ETRFD ETRVTRETR4" GW ETR15.4224" GW ETR15.422GWFCO ETRSS4" SS ETR15.422FCOETRFD ETRFD ETRSSSSFD ETR4" SSETR15.422FD ETRSS3" SS ETR15.422VTRETRFCO ETRFDETRFCO ETRFD ETRFD ETRFD ETRFD ETRFD ETRFD ETRSS4" SS ETR15.422SS4" SS ETR15.422SSFDETR6" SS ETR15.422SSSSFCOETR6" SS ETR15.422FD ETRFD ETRSS4" SS ETR15.422FCO ETRFD ETRFD ETRGWEFGHJK1234STEVEE.BERR Y089379STATEOFNEWYORK L I C E N SEDPROFESSIONALENGINEER345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 10:50:05 AMC:\Users\dtowne\Desktop\2018 WMRM LOCAL PROJECTS\05240_Ithaca_NY_150_L_MEP_V18_dtowne.rvtGP1.1REARGROCERYPLUMBINGPLANDT18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYSBGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY1/8" = 1'-0" 1REAR GROCERY PLUMBING PLANKEYNOTES15.422 EXISTING PIPING TO REMAIN (VERIFY LOCATIONIN FIELD).REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET.GENERAL NOTES1. ROUTE ALL PIPING CONCEALED WITHIN STUD WALLS WHENEVER POSSIBLE.2. ALL EXPOSED PIPE INSULATION SHALL BE CLAD PER SPECIFICATIONS. EXPOSED PIPING SHALL COMPLY WITH ONE OF THE FOLLOWING INSTALLATION OPTIONS:A. SURFACE MOUNTING PIPING WITH NON-CORROSIVE ANCHORS; SEAL BOTH SIDES OF PIPE TO SURFACE CONTINUOUSLY WITH SEALANT.B. INSTALL PIPING 1/2" OFF FACE OF SURFACE TO ALLOW FOR CLEANING. USE ONLY NON-CORROSIVE MATERIALS FOR ANCHORS AND SPACERS.C. COVER PIPING WITH 20 GAUGE STAINLESS STEEL BENT PLATES MOUNTED TO SURFACE WITH NON-CORROSIVE ANCHORS; APPLY CONTINUOUS SEALANT ALOGN EDGES AND JOINTS.3. PROPER INSTALLATION OF SEALANTS IS CRITICAL TO MEETING WALMART QUALITY STANDARDS. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. REFERENCE SECTION 07900 FOR SEALANT SCHEDULE.4. INTERIOR SEALANTS USED IN FOOD PREP AREAS SHALL MEET THE REQUIREMENTS FOR USE IN USDA REGULATED FACILITIES.5. PROVIDE CONTINUOUS USDA APPROVED SEALANT AT ALL JOINTS BETWEEN MATERIALS ON WALLS IN FOOD PREPARATION COOLER AND FREEZER AREAS.6. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS FOR NOT.FOOD PREP AREA NOTES12.20.13ISSUE BLOCK FRONTDDDDDDCCCCCBBDDDDDDCCCCCBBEX.3/4" HW& CWEX.3/4" HW& CWEX.3/4" HW& CWEX. 2" HWEX. 3/4" HWREX. 1 1/2" CWEX.1/2" HW& CWEX.3/4" HW& CWEX.1/2" HW& CWEX.1/2" HW& CWEX.3/4" HW& CWHBETREX.1/2" HW& CWEX. 1 1/2" HWEX. 3/4" HWREX. 1 1/2" CWEX. 3/4" HWHB ETREX. 1 1/2" HWEX. 3/4" HWREX. 1 1/2" CWEX.1/2" HW& CWEX.1/2" HW& CWEX.1/2" HW& CWEX.3/4" HW& CWEX.1/2" HW& CWEX.1/2" HW& CWEX. 1 1/4" HWEX. 3/4" HWREX. 1 1/4" CWEX. 1 1/4" HWEX. 3/4" HWREX. 1 1/4" CWHWRFCV30CONNECT NEW1/2" HWR LINEINTO EXISTING3/4" HW SUPPLYJUST ABOVE CEILING1/2" HWRHS ETR3/4" HW& CWETRINSTALL ALL FLOW CONTROL VALVESIN ACCESSIBLE LOCATIONS NOMORE THAN 13'-0" AFFSERVICEDELIHS ETRHWR1/2" HWRCONNECT NEW1/2" HWR LINEINTO EXISTING3/4" HW SUPPLYJUST ABOVECEILINGFCV30REF. 2/GP2FORCONTINUATIONHS ETRHWR2P20.25 GPM2P23P20.25 GPMHS ETRFCV302P20.25 GPMCONNECT NEW1/2" HWR LINEINTO EXISTING3/4" HW SUPPLYJUST ABOVE CEILING3P21/2" HWRCONNECT NEW1/2" HWR LINEINTO EXISTING3/4" HW SUPPLYJUST ABOVE CEILING3P2FCV302P20.25 GPMHSETRHSETRHS ETRHS ETRHS ETRHS ETRHS ETRHS ETRROTISSERIEPREPSALADPREPBAKERYMEATPREPREPLACE MOP SINKAND ASSOCIATEDTRIM WITH NEWMOP SINK.SS115.406DEMO FLOOR COVERINGAS NEEDED. REPLACETO MATCH EXISTING.PROPERLY SEALSINK AT EDGESPRODUCEPREPREPLACE MOP SINKAND ASSOCIATEDTRIM WITH NEWMOP SINK.SS115.406DEMO FLOOR COVERINGAS NEEDED. REPLACETO MATCH EXISTING.PROPERLY SEALSINK AT EDGESBCD12345REPAIR SINK FAUCET.COORDINATEWITH WMCM.BAKERYUTILITYREPAIRSINK FAUCET.COORDINATEWITH WMCMREPAIRESINK FAUCET.COORDINATEWITH WMCM.CONNECT NEW1/2" HWR LINEINTO EXISTING3/4" HW SUPPLYJUST ABOVE CEILING3P2HWR1/2" HWRFCV302P20.25 GPMREF. 1/GP2FORCONTINUATION1P2UTILITYEXISTINGFCO15.445BSTEVEE.BERR Y089379STATEOFNEWYORK L I C E N SEDPROFESSIONALENGINEER345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 10:51:27 AMC:\Users\dtowne\Desktop\2018 WMRM LOCAL PROJECTS\05240_Ithaca_NY_150_L_MEP_V18_dtowne.rvtGP2FRONTGROCERYWATER PLANDT18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYSBGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY1/8" = 1'-0" 1FRONT GROCERY WATER PLAN1 : 1802ENLARGED GROCERY PLUMBING PLANKEYNOTES15.406 PLUMBING CONTRACTOR TO MAKE ALLNECESSARY DISCONNECTS AND RECONNECTSOF PLUMBING FIXTURES BEING RELOCATED ORNEW.15.445 REPLACE DAMAGED CLEANOUT/FLOOR DRAINCOVER WITH NEW COVER OF LIKE DUTY ANDMATERIAL. CONTRACTOR SHALL FURNISH ANDINSTALL REPLACEMENT COVERS.REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET.GENERAL NOTES1. ROUTE ALL PIPING CONCEALED WITHIN STUD WALLS WHENEVER POSSIBLE.2. ALL EXPOSED PIPE INSULATION SHALL BE CLAD PER SPECIFICATIONS. EXPOSED PIPING SHALL COMPLY WITH ONE OF THE FOLLOWING INSTALLATION OPTIONS:A. SURFACE MOUNTING PIPING WITH NON-CORROSIVE ANCHORS; SEAL BOTH SIDES OF PIPE TO SURFACE CONTINUOUSLY WITH SEALANT.B. INSTALL PIPING 1/2" OFF FACE OF SURFACE TO ALLOW FOR CLEANING. USE ONLY NON-CORROSIVE MATERIALS FOR ANCHORS AND SPACERS.C. COVER PIPING WITH 20 GAUGE STAINLESS STEEL BENT PLATES MOUNTED TO SURFACE WITH NON-CORROSIVE ANCHORS; APPLY CONTINUOUS SEALANT ALOGN EDGES AND JOINTS.3. PROPER INSTALLATION OF SEALANTS IS CRITICAL TO MEETING WALMART QUALITY STANDARDS. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. REFERENCE SECTION 07900 FOR SEALANT SCHEDULE.4. INTERIOR SEALANTS USED IN FOOD PREP AREAS SHALL MEET THE REQUIREMENTS FOR USE IN USDA REGULATED FACILITIES.5. PROVIDE CONTINUOUS USDA APPROVED SEALANT AT ALL JOINTS BETWEEN MATERIALS ON WALLS IN FOOD PREPARATION COOLER AND FREEZER AREAS.6. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS FOR NOT.FOOD PREP AREA NOTES12.20.13ISSUE BLOCK D07/09/18EX. 3/4" HWREX.2 1/2" CWEX. 1" HWHBETREX.3/4" HW& CWEX.3/4" HW& CWHBETREX.3/4" HWEX. 3/4" CWEX. 2 1/2" CWEX. 3/4" HWREX. 1" HWEX.3/4" HW& CWEX. 2 1/2" CWEX.3/4" HWHBETRJAN.INSTALL NEWPVB215.4064P2REPLACE MOP SINKAND ASSOCIATEDTRIM WITH NEWDROP FRONT STYLESS415.406DEMO FLOOR COVERINGAS NEEDED. REPLACETO MATCH EXISTING.PROPERLY SEALSINK AT EDGESPROPERLY SEALSINK AT EDGESHALLWAYREPLACE MOP SINKAND ASSOCIATEDTRIM WITH NEWMOP SINKSS115.406DEMO FLOOR COVERINGAS NEEDED. REPLACETO MATCH EXITING.FCV302P2PROVIDE AT HW/HWRCONNECTION. SET TO0.25 GPM FLOW.EFGHJK12345MODIFY EXISTINGINSTALLATION TO PROVIDECODE REQUIRED VERTICALSEPERATION PER DETAIL.STEVEE.BERR Y089379STATEOFNEWYORK L I C E N SEDPROFESSIONALENGINEER345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 10:53:06 AMC:\Users\dtowne\Desktop\2018 WMRM LOCAL PROJECTS\05240_Ithaca_NY_150_L_MEP_V18_dtowne.rvtGP2.1REARGROCERYWATER PLANDT18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYSBGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY1/8" = 1'-0" 1REAR GROCERY WATER PLANKEYNOTES15.406 PLUMBING CONTRACTOR TO MAKE ALLNECESSARY DISCONNECTS AND RECONNECTSOF PLUMBING FIXTURES BEING RELOCATED ORNEW.REFER TO SHEET MP1 FOR GENERAL NOTES PERTAINING TO THIS SHEET.GENERAL NOTES1. ROUTE ALL PIPING CONCEALED WITHIN STUD WALLS WHENEVER POSSIBLE.2. ALL EXPOSED PIPE INSULATION SHALL BE CLAD PER SPECIFICATIONS. EXPOSED PIPING SHALL COMPLY WITH ONE OF THE FOLLOWING INSTALLATION OPTIONS:A. SURFACE MOUNTING PIPING WITH NON-CORROSIVE ANCHORS; SEAL BOTH SIDES OF PIPE TO SURFACE CONTINUOUSLY WITH SEALANT.B. INSTALL PIPING 1/2" OFF FACE OF SURFACE TO ALLOW FOR CLEANING. USE ONLY NON-CORROSIVE MATERIALS FOR ANCHORS AND SPACERS.C. COVER PIPING WITH 20 GAUGE STAINLESS STEEL BENT PLATES MOUNTED TO SURFACE WITH NON-CORROSIVE ANCHORS; APPLY CONTINUOUS SEALANT ALOGN EDGES AND JOINTS.3. PROPER INSTALLATION OF SEALANTS IS CRITICAL TO MEETING WALMART QUALITY STANDARDS. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. REFERENCE SECTION 07900 FOR SEALANT SCHEDULE.4. INTERIOR SEALANTS USED IN FOOD PREP AREAS SHALL MEET THE REQUIREMENTS FOR USE IN USDA REGULATED FACILITIES.5. PROVIDE CONTINUOUS USDA APPROVED SEALANT AT ALL JOINTS BETWEEN MATERIALS ON WALLS IN FOOD PREPARATION COOLER AND FREEZER AREAS.6. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS FOR NOT.FOOD PREP AREA NOTES12.20.13ISSUE BLOCK DDDDDDDDDDD DD DDOOREMOVE EFH-3 ON ROOFABCDEFGHJK123456789101112131415TGETR150 CFM ETRCOURTESYDESKMENWOMENB78RTU-2ETRRTU-3ETR150 CFM ETR150 CFM ETR150 CFM ETR200 CFM ETR8"ØRAG8"ØRAG300 CFM ETRTG ETRTYP OF 215.7058"ØRELOCATE EXISTINGDIFFUSERS AS INDICATED200 CFM14"ØEAG185012"ØEAG1650CONNECT TO EXISTINGEXHAUST DUCTTO RAG200 CFMETRTO SAW1850 CFMETRTYP OF 4TO CD200 CFMETRRETURNSTORAGEPICKUPSTORAGEH567RAG166518"x18"RAG166518"x18"15.70512"ØEAG153012"ØEAG1530------TGCONNECT TO EXISTINGEXHAUST DUCTBREAKROOMCUSTOMERWOMENCUSTOMERMENPRODUCE PREPREMOVE EXHAUST HOOD, FAN, MAU, DIFFUSERS, DUCTWORK AND PULL STATION. CAP GAS PIPING AT APPLIANCE CONNECTION. REFERENCE ARCHITECTURAL DRAWINGS FOR CURB COVER.260CFMETRDELI UTILITYBAKERYBAKERYUTILITYRAG ETRRELOCATE EXISTING DIFFUSER AS INDICATEDSERVICEDELI260 CFM BC12310"Ø ETR260CFMETR260CFMETR260CFMETR350CFMETR150CFMETR600CFMETR600CFMETR600CFMETR10"ØTG ETRTG ETRRTU-9ETR15.705TG3100010"Ø18"ØRAG126518"ØRAG126514"ØRAG80015.70515.705DELI PREPSALAD PREPHJK1RTU-35ETR16"Ø12"x10"SAW45018"x10"SAW70015.70520"x24" ETRRECEIVING-GR700CFMETR700CFMETR700CFMETR450CFMETRSTEVEE.BERR Y089379STATEOFNEWYORK L I C E N SEDPROFESSIONALENGINEER345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.03/01/192/28/2019 4:46:31 PMC:\Users\mbailey\Documents\05240_Ithaca_NY_150_L_MEP_V18_mbailey_mbailey.rvtM1ENLARGEDMECHANICALPLANSJB18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYSBGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYKEYNOTES15.705 CONNECT TO EXISTING SUPPLY/RETURNDUCTWORK INDICATED. 1" = 60'-0" 6PARTIAL MECHANICAL ROOF PLAN 1/8" = 1'-0" 1FRONT MECHANICAL PLAN 1/8" = 1'-0" 2REAR MECHANICAL PLAN 1/8" = 1'-0" 4FRONT GROCERY MECHANICAL PLAN 1/8" = 1'-0" 5GR RECEIVING MECHANICAL PLAN 1/8" = 1'-0" 3NOT USED1ISSUE BLOCK1 REV #1 03/01/19 26"Ø TO 36"Ø(OR SMALLER)24"ØLOAD RATEDFASTENERSROUND SUPPLYAIR DUCTROUND SUPPLYAIR DUCTBEAM CLAMPDUCT HANGER STRAPREF SPECIFICATIONSDUCT HANGER STRAPREF SPECIFICATIONSDUCT HANGER STRAPREF SPECIFICATIONSDUCT SUPPORT BANDSAME SIZE AS STRAPTOP CHORD OF JOISTTOP BEAMCLAMP TYPPERPENDICULAR TO JOISTPARALLEL TO JOISTRECTANGULAR DUCTPARALLEL TO STRUCTURERECTANGULAR DUCTPERPENDICULAR TO STRUCTUREROOFROOFRECTANGULAR DUCTROOFROOF2"x2"x1/4" ANGLE OR1 5/8"x1 5/8" UNISTRUT2"x2"x1/4" ANGLE OR1 5/8"x1 5/8" UNISTRUTSHEET METALSCREWS TYPTHREADED RODTYPOPTIONAL ROUTINGIN CONCEALEDAREASBOTTOM OFSTRUCTURELOADS MUST BEHUNG WITHIN 3"OF PANEL POINTSREF STRUCTURALLOADS MUST BEHUNG WITHIN 3"OF PANEL POINTSREF STRUCTURALSUPPLY REGISTER, REF FLOOR PLAN FOR SIZEAND LOCATION, MOUNT REGISTERS @ 30 DEGREEANGLE DOWN FROM HORIZONTAL IN OPEN OFFICESAND STOCKROOM AREA, EXCEPT THOSESHOWN ON BOTTOM OF DUCT ON THE PLANBOTTOM OFSTRUCTURE2"x2"x1/4" ANGLE OR1 5/8"x1 5/8" UNISTRUT6"3"MAX3"MAX6"1" MIN.6"6"60" MAX.LOADS MUST BEHUNG WITHIN 3"OF PANEL POINTSREF STRUCTURALSCREWS TYPLOADS MUST BEHUNG WITHIN 3"OF PANEL POINTSWLNOTES:1. SPIN-IN FITTINGS W/ SCOOPS ARE NOT ACCEPTABLE2. REF PLANS FOR RUNOUT SIZES3. 45° LEAD INAIRFLOWAIRFLOWL = W/4, 4" MINAIRFLOWSTEVEE.BERR Y089379STATEOFNEWYORK L I C E N SEDPROFESSIONALENGINEER345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.03/01/192/28/2019 4:46:34 PMC:\Users\mbailey\Documents\05240_Ithaca_NY_150_L_MEP_V18_mbailey_mbailey.rvtM2MECHANICALDETAILSJB18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYSBGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYNTS1DUCT SUPPORT AND GRILLENTS2HIGH EFFICIENCY BRANCH DUCT FITTINGMECHANICAL SYMBOLSRECTANGULAR DUCT 18" WIDEBY 12" DEEPRETURN OR EXHAUST DUCT INSECTIONSUPPLY AIR DIFFUSER WITHROUND SUPPLY DUCTRETURN OR EXHAUST AIR DIFFUSERWITH ROUND DUCT12" DIAMETER ROUND DUCTSUPPLY DUCT IN SECTIONELBOW WITH TURNING VANESTEE WITH TURNING VANESROUND (OR OVAL) ELBOWBRANCH DUCT AND/OR NECK SIZEDIFFUSER OR GRILLE TYPECFMTHERMOSTATTIMER12" Ø18"x12"VOLUME/BALANCE DAMPERTEMP SENSORCONNECT TO EXISTINGEXISTING TO REMAINETRFIRE DAMPERFDCD24"x24"450S#STGENERAL INFORMATION (ALL DEVICES):1. INSTALL BOTTOM OF WALL MOUNTED AIR DEVICES AT ELEVATION INDICATED ON DRAWINGS UNLESS NOTED OTHERWISE.2. BALANCE DAMPER CONTACTS:AES - (800) 786-0402RUSKIN - (816) 761-7476 NOTES:A. 6-WAY (DB1-DB3) OR 4-WAY (DB4-DB8) THROW UNLESS SHOWN OTHERWISE WITH FLOW ARROWS ON PLAN.B. ALL STEEL CONSTRUCTION.C. ALL ALUMINUM CONSTRUCTION.D. BRANCH DUCT SIZE SHALL BE SAME AS NOTED DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE.E. STANDARD WHITE FINISH.F. PROVIDE NECK FOR DUCT CONNECTION.G. DROP BOX DIFFUSERS FURNISHED BY OWNER INSTALLED BY CONTRACTOR. REFERENCE SPECIFICATIONS.H. PROVIDE INTEGRAL OPPOSED BLADE DAMPERS ON ALL DRUM LOUVERS ON DROP BOXES WITH BRANCH DUCTWORK ATTACHED TO THE SUPPLY PLENUM.I. PROVIDE MANUFACTURER'S OPPOSED BLADE DAMPER IN NECK.J. PROVIDE WITH FASTENERS FOR COMPLETE (NON-HINGED) REMOVABILITY OF GRILLE. DO NOT PROVIDE FILTER UNLESS NOTED OTHERWISE.K. TWO 2" SLOTS WITH MANUFACTURER'S INSULATED PLENUM (TITUS FBP1, PRICE JSPI, CARNES CXPC.)L. REFER TO PLANS FOR DIRECTIONAL ARROWS INDICATING CFM THROWS FOR PROPER GRILLE SELECTION.M. FIXTURES SUPPLIED BY HJC (HAINES, JONES & CADBURY); CONTACT CUSTOMER SERVICE (800) 459-7099.N. STANDARD BLACK FINISH.O. GRAY FINISH.P. PROVIDE CEILING TRANSITION REGISTER BOX WITH 16" OR 24" PLATE FOR ROUGH-IN.AIR DEVICE SCHEDULEPLANMARKSERVICE MANUFACTURER / MODEL STYLE FRAME TYPE FACE SIZE NOTESCD SUPPLY AIR TUTTLE & BAILEY / S1200E.H.PRICE / SCDCARNES / SFTBROUND NECKCEILING DIFFUSERLAY-IN 24"x24" B, D, EEAG1 EXHAUST AIR TUTTLE & BAILEY / CRE500E.H.PRICE / 80FCARNES / RAPAF1/2"x1/2"x1/2"EGGCRATECEILING GRILLESURFACEMOUNTREFER TODRAWINGSC, D, E, H, JRAG RETURN AIR TUTTLE & BAILEY / CRE500E.H.PRICE / 80TBCARNES / RAPAH1/2"x1/2"x1/2"EGGCRATECEILING GRILLELAY-IN 24''x24'' C, D, E, FRAG3 RETURN AIR(REMOVABLE GRILLE)TUTTLE & BAILEY / CRE500FBE.H.PRICE / 80FFCARNES / RAPAF1/2"x1/2"x1/2"EGGCRATECEILING GRILLELAY-IN 24''x24'' C, D, E, F, ISAW SUPPLY AIR TUTTLE & BAILEY / T64E.H.PRICE / 520DSCARNES / RTDBVLOUVERED FACEREGISTERSURFACEMOUNTREFER TODRAWINGSB, E, F, HTG TRANSFER AIR TUTTLE & BAILEY / CRE500E.H.PRICE / 80TBCARNES / RAPAH1/2"x1/2"x1/2"EGGCRATECEILING GRILLELAY-IN 24''x24'' C, D, E, FTG3 TRANSFER AIR(REMOVABLE GRILLE)TUTTLE & BAILEY / CRE500FBE.H.PRICE / 80FFCARNES / RAPAF1/2"x1/2"x1/2"EGGCRATECEILING GRILLELAY-IN 24''x24'' C, D, E, F, ITGW TRANSFER AIR TUTTLE & BAILEY / T115DE.H.PRICE / 91LCARNES / RSHAHFIXED BLADEWALL GRILLESURFACEMOUNTREFER TODRAWINGSB, EVOLUME / BALANCE DAMPER SCHEDULEMANUFACTURER / MODELTYPEAES / WMVCDRUSKIN / WMRS25ROUNDAES / AMD4RUSKIN / WMD25RECTANGULAR1ISSUE BLOCK1 REV #1 03/01/19 NTSNTSMETAL STUD WALLCMU WALLNTS 11.27.07NTS 11.27.07NTS 11.28.07MM05PIPE RUNNING PARALLEL TO JOISTAWALL MOUNTVENT PIPE SUPPORTBOFFSET WALL MOUNTVENT PIPE SUPPORTCPIPE SUPPORTBULK/WASTEOIL TANKLOCATEDIN PIT ORMECHANICALROOMTHIS DETAIL REPRESENTS IN AGENERAL WAY TYPICAL BULK/WASTEOIL VENT PIPING. ROUTE VENT PIPINGTO WALL FROM BULK/WASTE OIL TANKAND OFFSET AT ROOF STRUCTURE ASREQUIRED FOR COMPLETEINSTALLATION. PROVIDE SUPPORTSFOR ALL VERTICAL AND HORIZONTALRUNS OF VENT PIPING.OFFSET NEW VENT PIPINGAROUND EXISTING PIPINGWHEN PRESENT.TANK VENTROOFEXISTING WALLSLOPE1/8" PER FTREFARCHITECTURALFOR ROOFPENETRATIONFLASHINGDETAILS ANDVENT PIPETERMINATIONSROOF JOIST GIRDEROFFSET AROUNDJOIST GIRDERWHEN PRESENTDO NOT HANG 2 OR MOREPIPES 4" OR LARGER BETWEENTHE SAME JOISTSUTILIZE THESE HANGING METHODS FOR ALL 2" TO 4"VENT PIPES. SPACE TRAPEZE HANGERS PER EVERY10'-0". LOCATE HANGERS WITHIN 3 INCHES OFJOIST PANEL POINTS.ALL THREAD RODTYPONE OPEN JOIST BAYMINIMUM BETWEENTRAPEZE HANGERSTOP BEAM CLAMP TYPALL THREAD RODTYPUNISTRUT SIZED PER NFPA 30TOP CHORD OF JOISTEXISTINGCMU WALLEXISTINGWALL FINISHEXISTING METAL STUDPIPESUPPORTSCREW FASTENER PER WALL TYPE, REFDETAIL A.EXISTING METAL STUDREF:DETAIL B,TYPROUTE AMAXIMUM OF (3)2" VENT PIPESPER ONEUNISTRUT SPANREF: DETAIL CINSTALL A MAXIMUM OF (3)VENT PIPES PER EVERY (2)WALL STEEL STUDS.INSTALLING (4) VENT PIPESWILL REQUIRE ATTACHMENTTO A MINIMUM OF (3) STEELSTUDS.EXISTINGWALL FINISHEXISTINGCMU WALLUNISTRUTUNISTRUT2'-0" MINIMUM FROMPARAPET OR EDGE OF ROOFUNISTRUT,P1000 OREQUIVALENTINSTALL VERTICALTRAPEZE SUPPORTSAT 10'-0" MAXPIPE SUPPORT.PROVIDE UNISTRUT OFSUFFICIENT DEPTH TOMATCH OFFSET.SECURELY FASTEN TOWALL AS REQUIRED. REFDETAIL BUNISTRUTP5000 ORSIMILAR TO AMAX OF 6".TAPCON 1/4" X3-1/4"SCREW FASTENER. IF OFFSET OF VENT PIPE WILL REQUIREMORE THAN 6" OF UNISTRUT, ROUTEVENT PIPE TO WALL FROM TANK ANDROUTE VENT PIPE AROUND OBSTACLESWITH ADDITIONAL WALL MOUNTS ANDBENDS AS REQUIRED.EXISTING (CMU/WOOD STUD/STEEL STUD)WALLHANGERRING TYPUNISTRUT,P1000 OREQUIVALENTINSTALL TEK SCREWSTHAT ARE 1/2"LONGER THANFINISHED WALLTHICKNESSINSTALL TEK SCREWSTHAT ARE 1/2"LONGER THANFINISHED WALLTHICKNESSMINIMUM 3/8" DIAALL-THREAD ROD FORALL PIPE HANGERS 4"DIA OR SMALLERUSE SPLIT RING HANGER.REFERENCE SPECIFICATIONSFOR LARGER THAN 2" PIPE.10' MAX BETWEENSUPPORTS, TYP1'-0" MAX FROM ELBOW, TYP10'-0" MAX5'-0" MAX3" MIN24"MIN6" MAXFG12131415MECHANICALROOM15.482RELOCATEDBULK OILTANK15.46115.4650' - 3"15.4643' - 0"0' - 3"15.4642"V2"VUPFLOWVENT CAPTB8163' - 5"RELOCATEDWASTE WATERTANK15.46115.4652"VUPFLOWVENT CAPTB8160' - 3"15.46415.40615.406EWC115.406TIRE & LUBEMOUNTING AREAF121318"ØRAG18008"ØEAG1200CONNECT TO EXISTINGEXHAUST DUCT15.705CUSTOMERSERVICETOILETSTEVEE.BERR Y089379STATEOFNEWYORK L I C E N SEDPROFESSIONALENGINEER345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 10:22:29 AMC:\Users\dtowne\Desktop\2018 WMRM LOCAL PROJECTS\05240_Ithaca_NY_150_L_MEP_V18_dtowne.rvtMAC1AUTOCENTERMECHANICALPLANSDT/JB18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYSBGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYACC NOTES1/8" = 1'-0" 1ACC PLUMBING PLANKEYNOTES15.406 PLUMBING CONTRACTOR TO MAKE ALLNECESSARY DISCONNECTS AND RECONNECTSOF PLUMBING FIXTURES BEING RELOCATED ORNEW.15.461 PROPERLY CAP AND REMOVE EXISTING WASTEOR BULK OIL LINES NOT BEING REUSED.15.464 PROVIDE A MINIMUM OF 3" INSPECTION SPACEBETWEEN ALL WALLS, COLUMNS, TANK ANDRAILINGS.15.465 RELOCATE TANK AS SHOWN. MAINTAIN AMINIMUM OF 3'-0" FROM OTHER AST TANKS.15.482 ALL WORK TO BE DONE BY CERTIFIEDINSTALLER. REFERENCE ARCH. SPECIFICATIONS.15.705 CONNECT TO EXISTING SUPPLY/RETURNDUCTWORK INDICATED.1. REFERENCE ARCHITECTURAL SHEETS FOR EQUIPMENT SCHEDULE.2. PROPERLY INSTALL UNISTRUT AND PIPE BRACKETS FOR ALL NEW AND RELOCATED PIPING. EVERY UNISTRUT SHOULD BE INSTALLED 12 INCHES BEFORE AND AFTER EACH PIPE BEND, A MAXIMUM OF 10 FEET APART FOR VERTICAL PIPING, AND FOR ANY PIPING BEING ADDED TO PIPE CLUSTER. REFERENCE SPECIFICATIONS FOR MAXIMUM DISTANCE BETWEEN UNISTRUT PIPING SUPPORTS FOR HORIZONTAL PIPING.3. INSTALL VTR'S A MINIMUM OF 24" AND FLUES A MINIMUM OF 36" FROM ROOF EDGE AND/OR PARAPET WALLS. INSTALL BTR'S, FLUES AND EXHAUST FANS A MINIMUM OF 10 FT FROM OUTSIDE AIR INTAKE OF ROOF TOP UNITS. INSTALL EXHAUST FANS AND ROOF TOP UNITS A MINIMUM OF 10 FT FROM ROOF EDGE OR A MINIMUM OF 60" FROM PARAPET WALLS THAT ARE AT LEAST 42" HIGH.12" = 1'-0" 3VENT THRU ROOF AND PIPE SUPPORT1/8" = 1'-0" 2ACC MECHANICAL PLANREMOVE EXISTINGMOP SINK AND WATER HEATER.ISSUE BLOCK BADFRONTBDDDDDDCCCCCBBDDDDDDCCCCCBBDDDDDDDDDDD DD DDOODSSL SSL07/09/18ELECTRICAL ROOM 1EMS BACKBOARDBUNKER LIGHT DIMMING CONTROL CIRCUIT, REF 2-EM1ROW STARTER, TYPABCDEFGHJK123456789101112H1P1EXISTING EP/2OR LINGO SE CONTROLLERWIR-1010, TYPELECTRICAL ROOM 1EXISTING IOM/2EDC1AEXISTING IOM/2EDC1BEXISTING PNLBD HXPX EC TO CONNECT TO NEAREST 120V RECEPTACLE CIRCUITTO BUNKER ROW STARTER LIGHT FIXTURES(2)#14, (1)#14GND IN 1/2"C,TYPELDPFOR DOCUMENT RECORD ONLY:WALMART'S BUILDING PERFORMANCE TEAM ISUPDATING THE DAYLIGHT DIMMING SCHEDULE FOR THIS REMODEL. CHANGES ARE AS FOLLOWS: SALES FLOOR -6AM-10PM: 5-9V LIMIT 10PM-6AM: 9VSALES PERIMETER-24/7: 9VPROVIDE CONDUIT, FITTINGS, WIRE-TIES, CONNECTIONS, LABELS, AND ANY OTHER MISC. PARTS NEEDED TO INSTALL AND START THE SYSTEM.OWNER WILL FURNISH ALL MAJOR E.M.S. DEVICES (INCLUDING 24 VOLT TRANSFORMERS AND RELAYS) UNLESS NOTED OTHERWISE.STEVEE.BERR Y089379STATEOFNEWYORK L I C E N SEDPROFESSIONALENGINEER345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 10:33:26 AMC:\Users\dtowne\Desktop\2018 WMRM LOCAL PROJECTS\05240_Ithaca_NY_150_L_MEP_V18_dtowne.rvtEM1ENERGYMANAGEMENTPLANJB18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYSBGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY1. TEMPERATURE AND CO2 SENSOR MOUNTING: PROVIDE 1/2" CONDUIT AND INSTALL EMS CABLE FROM SENSOR TO CONTROL MODULE. MOUNT SENSOR ON BOX. ALL SENSORS TO BE MOUNTED AT +84" UNLESS NOTED OTHERWISE. SENSORS ON SALES FLOOR SHALL BE INSTALLED ON THE BACK SIDE OF COLUMN. DO NOT INSTALL SENSORS IN HVAC SUPPLY AIR PATH OR IN DIRECT SUNLIGHT. REF MECHANICAL DRAWINGS FOR EXACT LOCATIONS.A. GYPSUM BOARD WALLS: PROVIDE A 4" SQUARE RECESSED BOX WITH A SINGLE GANG PLASTER RING FLUSH MOUNTED VERTICALLY.B. BLOCK WALLS AND COLUMNS: PROVIDE A 2"X4" BOX SURFACE MOUNTED VERTICALLY.C. INSULATE BEHIND SENSORS MOUNTED ON EXTERIOR WALLS WITH 1/2" POLYSTYRENE SPACER.D. MOUNT CO2 SENSORS 6" ABOVE TEMPERATURE SENSORS.2. TERMINATIONS SHALL BE MADE IN ACCORDANCE WITH EMS SUPPLIER INSTALLATION INSTRUCTIONS. NO FOIL OR UNUSED WIRE(S) SHALL BE EXPOSED AFTER APPLICATION OF HEAT SHRINK.3. CABLE: PROVIDE CABLE ACCORDING TO DRAWINGS. NO DEVIATION FROM DRAWINGS WILL BE ACCEPTED. CABLES SHALL HAVE EACH END LABELED INDICATING WHERE THE OPPOSITE END TERMINATES. CABLE SHALL BE INSTALLED IN CONDUIT OR CABLE TRAY IN FINISHED AREAS OF BUILDING.4. MINOR CHANGES IN MATERIALS OR TERMINATION POINTS SHALL NOT INCREASE CONTRACT COST.5. ROUTE EMS CONDUITS IN SALES AREA CONCEALED (IN WALLS, PIPE RACKS AND/OR CHASES). PROVIDE A TRANSITION FROM THE PVC UNDERSLAB EMS CONDUIT TO EMT OR FLEX. EMS CABLES SHALL BE RUN IN CONDUIT FULL LENGTH, BENEATH REFRIGERATED CASES. EMS CABLES AT BAR JOIST LEVEL IN THE STOCKROOM CAN BE EXPOSED.6. DEMOLITION: COORDINATE WITH ARCHITECTURAL DEMOLITION PLANS THE EXTENT OF EMS DEMOLITION. REMOVE CONDUIT AND WIRES ALL THE WAY BACK TO ORIGINATING JUNCTION BOXES OR DEVICES. DEMOLITION SHALL NOT AFFECT ACTIVE CIRCUITS.7. EMS CONTRACTOR SHALL PROVIDE ASSISTANCE TO THE EMS SUPPLIER ON PERFORMING EQUIPMENT TESTS ON POWER SWITCHING PANELS AS NECESSARY.8. DIMMING CONTROL WIRING MUST TERMINATE IN HOME RUN FIXTURES ONLY, AS SHOWN ON EMS PLANS, PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. DO NOT MODIFY THE LISTED FIXTURE'S WIRING HARNESS OR TERMINATE CONTROL WIRING IN THE ADJACENT FIXTURES.9. DO NOT INSTALL EQUIPMENT OR CONDUITS DIRECTLY UNDER SKYLIGHT WELLS UNLESS INDICATED OTHERWISE ON PLANS.10. WHERE GROUPED CONDUITS ARE INSTALLED WITHIN THE JOIST SPACE, COORDINATE WITH SPRINKLER CONTRACTOR PRIOR TO INSTALLATION IN ORDER TO MAINTAIN REQUIRED CLEARANCES FROM SPRINKLERS.11. 24 HOURS PRIOR TO SHUTTING DOWN HVAC SYSTEMS OR ENERGY MANAGEMENT CONTROLS SYSTEMS, SEND EMAIL TO NSRM@WALMART.COM. THE E-MAIL SHALL STATE WHAT, WHY, AND WHEN IT IS BEING SHUT DOWN AND HOW LONG IT IS ANTICIPATED TO BE SHUT DOWN. THEN SEND A FOLLOW UP EMAIL TO NSRM@WALMART.COM AFTER THE WORK IS COMPLETE AND THE SYSTEM IS BACK UP AND RUNNING.GENERAL EMS NOTES03.30.18AHU CONTROLLERAHUCAHU TEM/RH SENSORAHUS#ANALOG LIGHT SENSORALSELECTRONIC THERMOSTAT MODULEETMINDOOR DEWPOINT SENSORIDSINDOOR TEMPERATURE SENSORITSOUTDOOR DEWPOINT SENSORODSOUTDOOR TEMPERATURE SENSOROTSWALL TEMPERATURE SENSORS-XUNIT HEATER TEMPERATURE SENSOR_S#CARBON DIOXIDE SENSORBUILDING EMS CONTROLLERLINGO XECO2FLUORESCENT DIMMER INTERFACEFDIHUMIDITY INTERFACE RELAYHIRINTERFACE ANALOG OUTPUTIAOINTERFACE PANELIFPINPUT/OUTPUT MODULEIOMINTERFACE RELAYCONTACTORC#IRAHU INTERFACE AND/OR I/O MODULEMINioPHASE LOSS MONITORPLMPOWER SWITCHING OVERRIDE PANELPSOPPOWER SWITCHING PANELPSPREMOTE OVERRIDE PANELROPBUILDING EMS CONTROLLERXCM.20RBUILDING ALARM PANELBAPUNITARY CONTROL MODULEUCMNIGHTTIME OVERRIDE SWITCHNOSROOFTOP UNIT CONTROLLERRTUCMOMENTARY PUSH BUTTON SWITCHSNEW EQUIPMENTEXISTING EQUIPMENTFACTORY INSTALLED EQUIPMENTEQUIPMENT TO BE DEMOLISHEDINDOOR HUMIDITY SENSORIHSECLIPSE LIGHT DIMMING PANELELDPEMS SYMBOLS10.30.15ALL DEMOLISHED NOVAR EMS EQUIPMENT SHALL BE RETURNED TO WALMART MECHANICAL SERVICES CONSTRUCTION MANAGER. EQUIPMENT TO BE RETURNED INCLUDES: EXECUTIVE CONTROLLER(S), IOM(S), CIM(S), CCM(S), ETC. PROVIDE DOCUMENTATION FOR ALL EQUIPMENT REMOVED IN ACCORDANCE WITH SPECIFICATIONS AND REQUIRED CLOSE-OUT DOCUMENTS.EMS EQUIPMENT SALVAGEREQUIREMENTS12.19.14N/A N/AN/AIOM/2 EDC1A - ## CONTROL INFORMATIONDESCRIPTIONSUSPENDED PRODUCE STRIP LIGHTINGSUSPENDED PRODUCE CYLINDER LIGHTINGSUSPENDED BUNKER LIGHTINGTYPECONTACTORCONTACTORPANEL/CCTPOWER SWITCHINGBRKRPOLESH1P1 11NEWEXISTINGBRKR TYPEON/OFFOUTPUTDIMINPUTON/OFFPROGRAMMINGDIMMINGPROGRAMMINGNCH-HXP/EDC1DIMOUTPUTIOM/2 EDC1A - ## 24 / 7 ON24 / 7 ON24 / 7 ONN/AN/A24 / 7 - 9VIOM/2 EDC1A - ##N/AIOM/2 EDC1A - ##BELDEN 8761 (22-2 TWISTED PAIR)NOTES:1. ALL CABLE WIR-2020 UNLESS NOTED OTHERWISE.2. ALL CABLE FURNISHED AND INSTALLED BY EMS CONTRACTOR.WIRE LEGENDWIR-1010 (TAN CABLE 18-2, 20-2 TWISTED PAIR)WIR-2020 (BLUE CABLE 22-2 TWISTED PAIR)BELDEN 8719 (16-2 TWISTED PAIR)BELDEN 8771 (22-3 TWISTED PAIR)BELDEN 9418 (18-4 W/DRAIN GROUND)BELDEN 1120A (18-3 TWISTED PAIR)1/32" = 1'-0" 1ENERGY MANAGEMENT PLAN12" = 1'-0" 2PARTIAL E.M.S. ONE-LINE DIAGRAMNOTE: ALL WORK ON THIS SHEET IS TO BE COMPLETED BY A WALMART APPROVED CONTRACTORH4CH4C11ISSUE BLOCK DSSSSEDC-3SC-1SC-2SC-3RCU-1C-16.2aC-16.2bC16.1C-03aC-03bC-03cC-03d3REM14REM1TYPS2REM1CMSC5d (E)CMSC1b (E)WIR 2020, TYPCMSC16.1 (N)EXISTING RACK CONTROLLER "C"RC2-XEROMPILOTN/O40VA24VACXFORMERCASE FAN POWERRIBN/CLLSVEPREXISTING COMPRESSOR HOUSE #1CASE1REM2TYP OF C16.106.21.18REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR FACTORY WIRING DIAGRAMS, FIELD WIRING TERMINATIONS, AND RS485 BACNET WIRING DETAILS.EEPR: OWNER TO FURNISH #14 AWG 4 CONDUCTOR CABLE FOR EEPR VALVE. ENERGY MANAGEMENT SYSTEM CONTRACTOR TO INSTALL / TERMINATE WIRING AT EEPR AND AT 'a' CASE TERMINAL BLOCK ONLY. REFER TO REFRIG SCHEDULES FOR QUANTITY AND CIRCUIT NAME.ONE CASE CONTROLLER PER CASE. CASE CONTROLLER FURNISHED AND INSTALLED BY THE CASE MANUFACTURER.FOR ADDITIONAL INFORMATION REFER TO CASE CONNECTION SCHEMATIC. REFER TO REFRIGERATIONFACTORY INSTALLED TERMINALBLOCK AT EVERY CASE. TYPSPORLAN S3CCASECONTROLLEREEPRNOTE:FOR CASES SERVICED BY A REMOTE CONDENSING UNIT OMIT EEPRCAT-5 ETHERNET CABLE TO NEXT CONTROLLER ON COMM LOOP. REFER TO ONE-LINE DIAGRAM.CAT-5 ETHERNET CABLE FROM PREVIOUS CONTROLLER ON COMM LOOP. REFER TO ONE-LINE DIAGRAM.RS-485 COMM WIRING FROM ES1 TO FIRST CASE/COIL CONTROLLER ON COMM LOOP. REFER TO ONE-LINE DIAGRAM.ENERGY MANAGEMENT SYSTEM CONTRACTOR TO PROVIDE RS-485 COMM WIRING TO FIRST CASE/COIL CONTROLLER ON COMM LOOP AND CAT-5 ETHERNET CABLE BETWEEN CONTROLLERS THEREAFTER.12.04.17PROVIDE P3300 UNISTRUT, OR EQUAL, AT LOCATIONS WHERE THE BACKBOARD CAN NOT BE SECURELY FASTENED TO THE WALL. SECURE UNISTRUT TO STRUCTURE AND FLOOR. PROVIDE CROSS-BRACING AS REQUIRED, TYP.PROVIDE 2" CONDUITS TO JOIST LEVEL AS NEEDED FOR CABLING AND PROVIDE BUSHINGS AT EACH END, TYP.PROVIDE PLYWOOD BACKBOARDPROVIDE 4"X4" WIREWAYINSTALL EMS VENDOR FURNISHED E2E NETWORK GATEWAY ENCLOSURE(S) ON BACKBOARD. REFER TO EMS ONE-LINE DIAGRAM.E2EREFRIGERATION EMS ONE-LINE REFLECTS THE INTENDED DESIGN BASED ON NEW CASES AND EXISTING SYSTEM NUMBERS. VERIFY ALL EXISTING CONDITION AND LOCATION OF ALL EMS EQUIPMENT PRIOR TO ROUGH-IN.EXECUTIVE GATEWAY -E2E RX-300COMMUNICATION PORT SCHEDULECOM2aLEAK DETECTION COMM LOOPCOM2bOPENCOM4aCASE / COIL CONTROLLER LOOP #1 / PACK CONTROLLERS / I/O BOARDSCOM4bOPENCOM6(SPORLAN/ELIWELL/CAREL) PACK / CASE / COIL CONTROLLER LOOP #2NOTE:1.) NOT ALL CONNECTIONS SHOWN ON THIS SCHEDULE ARE PRESENT AT EACH REFRIGERATION GATEWAY. REFER TO ONE-LINE DIAGRAM FOR CONNECTIONS SPECIFIC TO EACH REFRIGERATION GATEWAY.2.) ALL EMS CABLES FURNISHED BY EMS VENDOR.3.) IF NOT USED, COM2a AND COM6 PORT ASSIGNMENT MAY BE USED FOR BACNET COMM LOOP TO ACCOMMODATE MORE DEVICES.UNLESS NOTED OTHERWISE, DEVICES AND CABLING SHOWN IN THIS ONE-LINE DIAGRAM ARE VENDOR FURNISHED; REFRIGERATION ENERGY MANAGEMENT CONTRACTOR TO INSTALL CABLING AND DEVICES AND MAKE FINAL TERMINATIONS. REFER TO PLANS FOR DEVICE LOCATIONS.CASE CONTROLLER FACTORY INSTALLED IN NEW CASE. REFER TO CASE SCHEMATIC DETAIL TYP.S3CS3CS3CENERGY MANAGEMENT CONTRACTOR TO PROVIDE RS-485 BACNET CABLE TO FIRST CASE/COIL CONTROLLER ON A COMM LOOP ONLY. TYPMAXIMUM 4 BACnet COMM LOOPS PER RX-300. MAXIMUM 85 BACnet DEVICES PER RX-300. MAXIMUM 35 BACnet DEVICES PER COMM LOOP. TYP.REFER TO CASE CONTROLLERWIRING DETAIL. TYPCASE CONTROLLER QUANTITY TO BE DETERMINED BY THE CASE MANUFACTURER. TYP.E2E RX-300MTC REFRIGERATION GATEWAYNEW ETHERNET CABLE TO WALMART DATA NETWORK BY WALMART CABLING ISD PROVIDER EMS CONTRACTOR TO COORDINATE THE DATA REQUIRED FOR THIS SERVICE WITH THE WALMART CONSTRUCTION MANAGER.CAT5EEDC 3ENERGY MANAGEMENT CONTRACTOR TO PROVIDE CAT-5 ETHERNET CABLE BETWEEN CASE S3C's TYP.(C16.2a)(C16.2b)S3CS3C(C03b)(C03a)S3C(C03d)(C03c)MF16 U1/A1SC-1 TEMPSC-2 TEMPSC-3 TEMPRCU-1 TEMP ##U2/A2U3/A3U4/A4U5/A5SPARESPARESPAREU6/A6U7/A7U8/A8## MONITORING ONLY DEVICE1SPAREJOB NO.:SUITE 5238479-636-5004 800-321-8721ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STSHEET:STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE ATCONTEMPORANEOUSLY WITH ITS ISSUE DATE ON , AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.PROTO CYCLE:DRAWN BY:CHECKED BY:DOCUMENT DATE:ISSUE BLOCKCONSULTANTSPROTO:JOB NUMBER:228657/30/2019 10:40:54 AMREM1REFRIGERATIONENERGYMANAGEMENTPLANITHACA, NY012119WRKLLI11/30/18LLI3610 - REM1 - REFRIGERATION ENERGY MANAGEMENT PLAN -01211918251STORE NO: 5240-201150ITHACA, NYGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY1. EMS CONTRACTOR SHALL CONTACT THE EMS SUPPLIER(S) TO OBTAIN A CURRENT MODULE CONFIGURATION PRINTOUT BEFORE TERMINATING SENSOR LEADS AT INPUT MODULES. THE REQUEST FOR THE CONFIGURATION PRINTOUT SHALL BE MADE PRIOR TO THE INSTALLATION OF EMS CABLES. WIRING TERMINATIONS SHALL BE LANDED ACCORDING TO THE EMS SUPPLIER CONFIGURATION SHEETS.2. EMS CONTRACTOR SHALL PROVIDE COMPLETED REFRIGERATION SENSOR INPUT VERIFICATION FORMS TO THE EMS SUPPLIER(S) AT THE BEGINNING OF THE REFRIGERATION EQUIPMENT STARTUP. EMS INSTALLER SHALL PROVIDE ASSISTANCE TO THE EMS SUPPLIER(S) FOR SPOT CHECKING OF SENSORS FOR ACCURACY.3. ALL EMS CABLE ON THE SALES FLOOR SHALL BE ROUTED IN CONDUIT AND CONCEALED FROM VIEW AND ROUTED ALONGSIDE OTHER PIPING OR CONDUIT AS MUCH AS POSSIBLE.4. EMS CONTRACTOR SHALL BE PRESENT AND AVAILABLE TO RESOLVE ISSUES AND PROVIDE REFRIGERATION STARTUP ASSISTANCE UNTIL RELEASED BY THE EMS SUPPLIER AND WALMART MECHANICAL CONSTRUCTION MANAGER.5. DURING THE REFRIGERATION STARTUP, EMS CONTRACTOR SHALL COMPLETE ALL UNRESOLVED REFRIGERATION WORK PRIOR TO WORKING ON OTHER EMS INSTALLATION ITEMS.6. WHEN THE EMS SUPPLIER IS NOT SCHEDULED TO PERFORM THE ON SITE REFRIGERATION STARTUP, THE ENERGY MANAGEMENT CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL CHECKS AND TEST TO ENSURE A FULLY FUNCTIONAL REFRIGERATION CONTROL SYSTEM. CONTACT THE EMS SUPPLIER FOR THE BLANK TEST VERIFICATION FORMS AND INSTRUCTIONS FOR COMPLETING. ALL COMPLETED TEST VERIFICATION FORMS SHALL BE RETURNED TO THE WALMART MECHANICAL CONSTRUCTION MANAGER.7. REFER TO ARCHITECTURAL DRAWINGS FOR PIPING INSTALLATION AND SEALING REQUIREMENTS FOR DEVICES SHOWN ON COOLER/FREEZER PANELS. DO NOT INSTALL PIPING WITHIN COOLER/FREEZER PANELS.8. ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WITHIN STUD WALLS WHEREVER POSSIBLE. ON COOLER/FREEZER PANELS IN FOOD PREP AREAS WHERE UTILITIES MUST BE EXPOSED, CONTRACTOR TO HAVE THE OPTION OF THE FOLLOWING:A. SURFACE MOUNT UTILITIES WITH NON-CORROSIVE ANCHORS; SEAL BOTH SIDES OF PIPE/CONDUIT TO PANEL CONTINUOUSLY WITH SEALANT.B. INSTALL UTILITIES 1/2" OFF FACE OF PANEL TO ALLOW FOR CLEANING; USE ONLY NON-CORROSIVE MATERIALS FOR SPACERS AND ANCHORS.C. COVER UTILITIES WITH 20 GAUGE STAINLESS STEEL BENT PLATES MOUNTED TO WALL WITH NON-CORROSIVE ANCHORS; APPLY CONTINUOUS SEALANT ALONG EDGES AND JOINTS.9. REFERENCE ARCHITECTURAL DEMOLITION PLANS FOR FULL EXTENT OF DEMOLITION WORK REQUIRED.GENERAL REFRIGERATION EMS NOTES03.12.18ALL DEMOLISHED NOVAR EMS EQUIPMENT SHALL BE RETURNED TO WALMART MECHANICAL SERVICES CONSTRUCTION MANAGER. EQUIPMENT TO BE RETURNED INCLUDES: EXECUTIVE CONTROLLER(S), IOM(S), CIM(S), CCM(S), ETC. PROVIDE DOCUMENTATION FOR ALL EQUIPMENT REMOVED IN ACCORDANCE WITH SPECIFICATIONS AND REQUIRED CLOSE-OUT DOCUMENTS.EMS EQUIPMENT SALVAGEREQUIREMENTS11.02.1524 HOURS PRIOR TO SHUTTING DOWN ANY REFRIGERATION SYSTEMS, HVAC SYSTEMS OR ENERGY MANAGEMENT CONTROLS SYSTEMS, SEND EMAIL TO NSRM@WALMART.COM. THE E-MAIL SHALL STATE WHAT, WHY, AND WHEN IT IS BEING SHUT DOWN AND HOW LONG IT IS ANTICIPATED TO BE SHUT DOWN. THEN SEND A FOLLOW UP EMAIL TO NSRM@WALMART.COM AFTER THE WORK IS COMPLETE AND THE SYSTEM IS BACK UP AND RUNNING.REFRIGERATION NETWORK GATEWAYE2EENERGY MANAGEMENT SYSTEMEMSTEMPERATURETEMPVARIABLE FREQUENCY DRIVEVFDBACKBOARDNEW EQUIPMENTEXISTING EQUIPMENTFACTORY INSTALLED EQUIPMENTEQUIPMENT TO BE DEMOLISHEDCASE INPUT MODULEMREFRIGERATION CIRCUITREMOTE TEMPERATURE SENSORDUAL TEMP SWITCHRELAY IN BOXRELAY IN BOX & CONTACTOR PANELLEAK DETECTION PANELLEAK DETECTION SENSORAUDIO\VISUAL ALARMZONE ALARM SILENCE PANELREFRIGERATION CASE/CIRCUIT CONTROLLER (SPORLAN)LDPLZALTA-XDTSRIBSC-##S3CCONTACTORRIB/C-##REM SYMBOLS12.06.17EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.No. Desc. Date1 CCD #1 04/15/192 CCD #5 07/30/191/16" = 1'-0" 1REFRIGERATION ENERGY MANAGEMENT PLANNTS2REFRIGERATION EMS ONE-LINE DIAGRAMNTS4CASE CONTROLLER WIRING (SPORLAN)NTS3EMS BACKBOARDNTS5REFRIGERATION EMS ONE-LINE DIAGRAM (SPORLAN)NEW EQUIPMENTEXISTING EQUIPMENTEQUIPMENT TO BE DEMOLISHEDNOTE: ALL OF THE ELECTRICAL DEVICES SHOWN ON THE ONE-LINE DIAGRAM AS EXISTING ARE BASED UPON AS-BUILT DRAWINGS. EC SHALL VERIFY THE EXACT EXISTING CONDITIONS, SIZES AND LOCATIONS OF EQUIPMENT PRIOR TO ROUGH-IN. THIS ONE-LINE IS SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ANY NEW DEVICES ARE SHOWN IN BOLD AND ARE NOTED. DURING CONSTRUCTION, THE STORE SHALL STAY OPEN FOR BUSINESS. ANY NECESSARY POWER DOWNTIME SHALL BE SCHEDULED AND APPROVED BY GENERAL CONTRACTOR AND WALMART CONSTRUCTION MANAGER.ONE-LINE DIAGRAM222 RACK RCU1 DISCHARGE AIR TEMPERATURE AND DEFROST PARAMETERSRACK MTC DISCHARGE AIR TEMPERATURE AND DEFROST PARAMETERSDISCHARGE AIR TEMPSETTINGS FOR CASES/RETURN AIR TEMPSETTING FOR WALK INBOXESDEFROSTCIRCUIT #APPLICATIONMODEL NUMBER MFR EQUIPMENT TAG NUMBEREQUIPMENTCUTSHEET DATEMANUFACTURERTARGET (°F)OPERATING SETPOINT (°F)DUAL TEMP TARGET (°F)DEFROST TYPEFREQUENCY PER DAYMAX DURATION (MIN)TERMINATION TEMP (ºF)DRIP TIME (MIN)RCU1 Reach-In I.C.ONRZH - IC Hill Phoenix RD3000.142 04-02-2014 -10 -10 -- EL 1 46 60 15DISCHARGE AIR TEMPSETTINGS FOR CASES/RETURN AIR TEMPSETTING FOR WALK INBOXESDEFROSTCIRCUIT #APPLICATIONMODEL NUMBER MANUFACTURER EQUIPMENT TAG NUMBEREQUIPMENTCUTSHEET DATEMANUFACTURERTARGET (°F)OPERATING SETPOINT (°F)DUAL TEMP TARGET (°F)DEFROST TYPEFREQUENCY PER DAYMAX DURATION (MIN)TERMINATION TEMP (ºF)DRIP TIME (MIN)Defrost 1C01 ETRETRETR ETRETR ETR ETR -- OT 4 40 90 0 3:08C02 ETRETRETR ETRETR ETR ETR -- EL 3 40 55 3 6:43C03 M.D. Deli DX6XN - DELI/DAIRY/PIZZA Kysor//Warren RD4018.052 07-22-2016 33 33 -- OT 6 35 47 0 2:08C05 ETRETRETR ETRETR ETR ETR -- OT 4 45 48 0 1:08C06 ETRETRETR ETRETR ETR ETR -- OT 3 36 54 0 3:19C07 ETRETRETR ETRETR ETR ETR -- OT 6 30 50 0 1:08C08 ETRETRETR ETRETR ETR ETR -- OT 6 30 50 0 1:38C09 ETRETRETR ETRETR ETR ETR -- EL 1 60 55 3 23:26C10 ETRETRETR ETRETR ETR ETR -- OT 6 25 49 0 0:00C11 ETRETRETR ETRETR ETR ETR -- EL 1 60 55 3 23:26C12 ETRETRETR ETRETR ETR ETR -- EL 1 60 55 3 10:43C13 ETRETRETR ETRETR ETR ETR -- OT 3 36 54 0 2:43C14 ETRETRETR ETRETR ETR ETR -- EL 6 40 55 3 0:25C15 ETRETRETR ETRETR ETR ETR -- EL 1 60 55 3 23:38C16.1 M.D. DeliE2V-SVO Hussmann RD1010.652 09-21-2016 27 27 -- OT 4 40 48 0 0:00C16.2 Service DeliSMBT Hussmann RD2006.642 01-15-2016 24 24 -- OT 2 90 43 0 10:08REFRIGERATION CONTRACTORELECTRICIAN TO MAKE ALL FINAL CONNECTIONS.LIQUID LINESOLENOID VALVEEXISTING120V CIRCUITL NRELAY IN A BOX PROVIDED BY EMSVENDOR. MOUNT IN REFRIGERATEDCASE FOR CIRCUIT VALVECONTROL. WIRE THROUGH N/CRACK OUTPUT MODULEPROGRAM AS N/C.WIRE THROUGH N/O.24V 40VA XFMR WITHINDICATOR LIGHT ANDINTEGRATED FUSES.CONNECT TO 120VFAN CIRCUITNEW PILOTRELAY PROVIDEDBY EMS VENDOR.EPR VALVEVVCASE WIRINGRACK WIRINGEXISTING 208V POWERIN DEFROST CABINETPROVIDE (2) #14 THHN WIRESTYP OF HIGH VOLTAGE WIRINGPROVIDED BY EMS VENDOR.WIRE THROUGH N/O.PROVIDE 18-2 WIRETYP OF LOW VOLTAGE WIRINGPROVIDE 18-2 WIRETYP OF LOW VOLTAGE WIRINGPROVIDE (2) #12 THHN WIRESTYP OF HIGH VOLTAGE WIRINGRACK MTC ROM Add: 032 PORT A (E) INPUT12345678OUTPUTTYPEREFRIGERATION CIRCUIT910111213141516OUTPUTOUTPUTOUTPUTOUTPUTOUTPUTOUTPUTOUTPUTOUTPUTOUTPUTOUTPUTOUTPUTOUTPUTOUTPUTOUTPUTOUTPUTC12 DEFROST (E)C12 MT CFN FWEG (E)C13 SV CKE SHVSS (E)C14 DEFROST (E)C14 MEAT CLR (E)C14 EVAP FAN (E)C15 DEFROST (E)C15 MT CFN FWEG (E)C16 SVDELI ESBDS (E)VFD REMOTE RESET (E)VFD ENABLE (E)VFD BYPASS (E)C16.1 LLSV AND EPRSPARE (E)COND DRAIN L/O (E)REC BYPASS VALVE (E)JOB NO.:SUITE 5238479-636-5004 800-321-8721ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STSHEET:STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE ATCONTEMPORANEOUSLY WITH ITS ISSUE DATE ON , AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.PROTO CYCLE:DRAWN BY:CHECKED BY:DOCUMENT DATE:ISSUE BLOCKCONSULTANTSPROTO:JOB NUMBER:228657/30/2019 10:41:01 AMREM2REFRIGERATIONENERGYMANAGEMENTSCHEDULESITHACA, NY012119WRKLLI11/30/18LLI3620 - REM2 - REFRIGERATION ENERGY MANAGEMENT SCHEDULES -01211918251STORE NO: 5240-201150ITHACA, NYGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYEXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.No. Desc. Date1 CCD #5 07/30/191NTS124V CONTROL CASE VALVE WIRING DIAGRAM1NTS2ROM SCHEDULE 1234BCRCU-1SCSS-L(DEMO)MTC-16ESDBS(DEMO)MTC-3E2V(DEMO)REMOVE EXISTING HOT CASESREMOVE EXISTING REFRIGERATED CASES, ASSOCIATED REFRIGERATION AND CONDENSATE PIPING AND CONTROLS NOT BEING REUSED. COORDINATE DISPOSAL OF REFRIGERATION CASES AND EQUIPMENT WITH CONSTRUCTION MANAGER. PATCH PENETRATIONS TO MATCH EXISTING. TYPICAL ALL SALES FLOOR CASES AND WALK-INS NOTED FOR DEMO OR REPLACEMENT.RCU-2E2V(RELOCATE)B.6JOB NO.:SUITE 5238479-636-5004 800-321-8721ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STSHEET:STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE ATCONTEMPORANEOUSLY WITH ITS ISSUE DATE ON , AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.PROTO CYCLE:DRAWN BY:CHECKED BY:DOCUMENT DATE:ISSUE BLOCKCONSULTANTSPROTO:JOB NUMBER:228651/18/2019 5:23:20 PMRD1REFRIGERATIONDEMO PLANITHACA, NY012119WRKLLI11/30/18LLI3700 - RD1 - REFRIGERATION DEMO PLAN -01211918251STORE NO: 5240-201150ITHACA, NYGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYEXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.No. Desc. Date1/8" = 1'-0" 1GROCERY REFRIGERATION DEMO PLANREFER TO GENERAL NOTES ON SHEET R1 FOR NOTES PERTAINING TO THIS SHEET.REFRIGERATIONGENERAL NOTES D1234BCDERCU-1ONRZH(NEW)MTC-3DX6XN(NEW)MTC-16.1E2V(NEW)MTC-16.2SMBT(NEW)4R3TYPNEW HOT CASESB.6C16.12R315.60115.602TYP1R33R315.60315.612TYPNEW RCU1 ON ROOFEXISTING ROOF PENETRATION TYP15.61915.61015.614C03C03C03C0315.609RCU1RCU1REUSE EXISTING PIPING IN PIT AND TUNNEL. CONNECT TO NEW PIPING AT RISERC1615.62815.636C 1 6 .2 TYP15.6361FNEWSELF-CONTAINED CASESTYP OF 3ROUTE CONDENSATE FROM SELF-CONTAINED CASES TO NEAREST FLOOR DRAIN. REF PLUMBINGREFRIGERATION CONTRACTOR TO ASSEMBLE AND START-UP SELF-CONTAINED CASES PER MANUFACTURER'S INSTALLATION INSTRUCTIONSJOB NO.:SUITE 5238479-636-5004 800-321-8721ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STSHEET:STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE ATCONTEMPORANEOUSLY WITH ITS ISSUE DATE ON , AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.PROTO CYCLE:DRAWN BY:CHECKED BY:DOCUMENT DATE:ISSUE BLOCKCONSULTANTSPROTO:JOB NUMBER:228657/30/2019 10:41:09 AMR1FRONTREFRIGERATIONPLANITHACA, NY012119WRKLLI11/30/18LLI3710 - R1 - FRONT REFRIGERATION PLAN -01211918251STORE NO: 5240-201150ITHACA, NYGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYCOMPLY WITH CLEAN AIR ACT, TITLE VI, SECTION 608 AND CODE OF FEDERAL REGULATION TITLE 40, PART 82 WHEN ADDING OR REMOVING REFRIGERATED EQUIPMENT. RECORD ALL EQUIPMENT IDENTIFICATION NUMBERS, MODEL AND SERIAL NUMBERS, THE AMOUNT OF REFRIGERANT RECOVERED FROM EACH UNIT, THE DATE OF DECOMMISSIONING, COMPANY NAME AND SIGNATURE OF ON-SITE SUPERVISOR.EPA CLEAN AIR ACT11.02.151. PLANS INDICATE GENERAL ROUTING OF REFRIGERANT LINES, WITH A SINGLE LINE SHOWN INDICATING BOTH SUCTION AND LIQUID LINE ROUTING FOR EACH SYSTEM.2. REFRIGERATION SYSTEM INSTALLATION SHALL BE IN COMPLETE CONFORMANCE WITH SPECIFICATIONS, AND WITH ALL REQUIREMENTS OF REFRIGERATION EQUIPMENT MANUFACTURER.3. REFRIGERATION DRAWINGS ARE PROVIDED AS AN AID TO BIDDERS 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.4. REFER TO SPECIFICATION 15600 FOR INSULATION THICKNESS. INSIDE DIAMETER OF INSULATION SHALL MATCH PIPE DIAMETER TO MINIMIZE AIR GAPS BETWEEN PIPING AND INSULATION. PROVIDE FACTORY PRE-MANUFACTURED FITTINGS AT ALL TRAPS AND ELBOWS. WHERE PRE-MANUFACTURED FITTINGS ARE UNAVAILABLE MITER CUT ALL FITTINGS TO ENSURE PROPER SEAL BETWEEN INSULATION SEGMENTS.5. PIPE INSULATION SHALL MATCH EXISTING COLOR UNLESS NOTED OTHERWISE ON PLANS OR SPECIFICATIONS.6. COORDINATE REFRIGERATION DEMOLITION ISSUES WITH THE ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL PLANS FOR REFRIGERATION EQUIPMENT DEMOLITION AND COOLER REPAIR AND REMODELING. 7. REFRIGERATION SYSTEM SHALL REMAIN OPERATIONAL DURING REMODELING. DURING THE PHASING OF OLD TO NEW SYSTEMS, BOTH NEW AND OLD REFRIGERATION SYSTEMS MAY BE REQUIRED TO OPERATE AT THE SAME TIME FOR A SHORT PERIOD.8. WHERE NEW REFRIGERATED EQUIPMENT IS INDICATED ON THE DRAWINGS, PROVIDE DEMOLITION, REMOVAL, AND TEMPORARY STORAGE OF OLD EQUIPMENT PER WALMART MECHANICAL SERVICES CONSTRUCTION MANAGER'S INSTRUCTIONS, AND REFRIGERATION DEMO NOTES.9. COORDINATE REMOVAL AND DISPOSAL OF EXISTING EVAPORATORS, REFRIGERATED CASES, AND CONDENSING UNITS, WITH WALMART MECHANICAL SERVICES CONSTRUCTION MANAGER.10. REMOVE COPPER LINES, EVAPORATORS, AND CONDENSATE LINES FROM COOLERS/ FREEZERS BEING REMOVED FROM SITE. COORDINATE WITH WALK-IN PANEL VENDOR FOR TIME LINE OF REPLACEMENT. REFERENCE SPECIFICATION FOR CONTACT INFORMATION. 11. WALK-IN PANEL VENDOR SHALL PROPERLY PREPARE ALL COOLER/FREEZER PANELS, GLASS DOORS, SLIDER OR SWING DOORS, PALLETIZE, AND PREPARE THE EQUIPMENT TO SHIP OFF SITE.12. COORDINATE WITH FIRE PROTECTION CONTRACTOR FOR THE REMOVAL OF SPRINKLERS FOR ALL REMOVED COOLER/FREEZER BOXES. 13. COORDINATE WITH ELECTRICAL CONTRACTOR FOR THE REMOVAL OF ALL REMOVED COOLER/FREEZER BOXES ELECTRICAL WIRING DEVICES.14. COORDINATE WITH EMS CONTRACTOR FOR THE REMOVAL OF ALL REMOVED COOLER/FREEZER BOXES EMS WIRING AND DEVICES.15. EXISTING REFRIGERATION PIPING MAY BE RE-USED UNLESS OTHERWISE NOTED ON PLANS. REFER TO SCHEDULES FOR PIPE SIZE REQUIREMENTS.16. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE.17. IF ANY RACK SYSTEMS WILL BE OPENED TO ADD OR REPLACE CASES, EVAPORATORS, ETC. THEN 24 TO 48 HOURS AFTER THE WORK IS COMPLETED AND ALL FINAL ADJUSTMENTS HAVE BEEN MADE, PROVIDE AND CHANGE LIQUID LINE FILTER CORES, OIL SYSTEM FILTER USING SPORLAN OF STYLE FILTER, AND REPLACE SUCTION FILTERS. FILTERS ARE TO BE RATED FOR WAX REMOVAL. CONTRACTOR TO PROPERLY DISPOSE OF OIL AND COMPONENTS REPLACED. REFER TO SPECIFICATION 15600.18. REFER TO GROCERY ARCHITECTURAL DRAWINGS FOR ADDITIONAL WORK BY REFRIGERATION CONTRACTOR.GENERAL NOTES01.31.18XX.XXXCONNECT TO EXISTINGCONTINUATIONELBOW - TURNED DOWNCONDENSATE DRAIN LINE (CD)CLEANOUTS (CO)EVAPORATOR COILREFRIGERATION KEYNOTE REFERENCEREFRIGERATION PIPING (ABOVE)CO(DETAIL REFERENCE)DETAIL NUMBEREXISTING TO REMAINETRXXXXXXXXXELBOW TURNED UPISOLATION VALVEMODEL NUMBERSHEET NUMBERCIRCUIT NUMBER(CIRCUIT INFO)EXISTING REFRIG PIPING (BELOW)TYPICAL(TYP)REFRIGERATION SYMBOLS10.12.17* MODIFY CIRCUIT** NEW CASE, COIL, CIRCUIT OR VALVE**** CHANGE EXISTING PIPE SIZE AS INDICATED^ RISER SIZE IS SHOWN EVEN WHERE A RISER IS NOT EXPECTED. THIS IS FOR REFERENCE ONLY AND IS TO BE USED IN THE EVENT THAT A PIPING CONFLICT CAUSES THE NEED FOR A RISER. IF THE RISER LENGTH EXCEEDS 4 FEET, IT MUST BE APPROVED BY ENGINEER OF RECORD.# CONTRACTOR TO FIELD VERIFY EXISTING RISER SIZE. IF EXISTING PIPE SIZE DOES NOT MATCH SCHEDULE, REPLACE EXISTING RISER WITH NEW SIZE AS SHOWN.PIPING SYMBOLS24 HOURS PRIOR TO SHUTTING DOWN ANY REFRIGERATION SYSTEMS, HVAC SYSTEMS OR ENERGY MANAGEMENT CONTROLS SYSTEMS, SEND EMAIL TO NSRM@WALMART.COM. THE E-MAIL SHALL STATE WHAT, WHY, AND WHEN IT IS BEING SHUT DOWN AND HOW LONG IT IS ANTICIPATED TO BE SHUT DOWN. THEN SEND A FOLLOW UP EMAIL TO NSRM@WALMART.COM AFTER THE WORK IS COMPLETE AND THE SYSTEM IS BACK UP AND RUNNING.KEYNOTES15.601 SLOPE REFRIGERANT LINES BACK TOCOMPRESSORS AT 1" PER 20' OF RUN. LOCATEHIGHEST POINT OF REFRIGERATION LINES JUSTBELOW BOTTOM CHORD OF JOIST OR BEAM.COORDINATE ELEVATION TO AVOID CONFLICTSWITH DUCTWORK, LIGHTING, SKYLIGHTS, ETC.15.602 SUPPORT HORIZONTAL RUNS OF REFRIGERANTLINES ON 1-5/8" X 1-5/8" UNISTRUT CHANNELS ONMAXIMUM OF 6 FOOT CENTERS.15.603 AT ALL POINTS WHERE SUCTION LINES RISE,PROVIDE A SUCTION LINE TRAP AT THE BASE OFTHE RISER.15.609 PROVIDE PVC DRAIN LINE FROM EACH CASEDRAIN CONNECTION SAME SIZE AS CASEOUTLET, AND END OVER FLOOR RECEPTORW/AIR GAP; PITCH DRAINS 1" PER 10'. PROVIDEDRAIN COVER GRATE TO MATCH EXISTING.CONTRACTOR SHALL ENSURE RECEPTOR(S) ANDDRAIN LINE(S) SERVING CASE LINE-UP ARE FREEOF OBSTRUCTIONS AND FUNCTION PROPERLY.WHERE EXTENSIVE DAMAGE EXISTS AND/ORPROPER DRAINAGE CANNOT BE OBTAINEDCOORDINATE WITH WALMART MECHANICALCONSTRUCTION MANAGER.15.610 PROVIDE 0.020" PVC JACKET ON ALLREFRIGERATION LINES EXTERIOR TO BUILDING.15.612 PROVIDE INTERMEDIATE SUCTION LINE TRAP INWALL OR VOID SPACE. INTERMEDIATE TRAPSHOULD BE PLACED AT THE MIDPOINT OF ANYSUCTION LINE RISE WHICH EXCEEDS 16 FEET.15.614 UTILIZE EXISTING EXTERIOR WALL OPENING ASINDICATED WHEN POSSIBLE. IF LARGEROPENING IS REQUIRED REINFORCE WALL ASNECESSARY, CUT WALL FOR THEREFRIGERATION PIPE PENETRATION, ANDSUPPLY THE PIPE PENETRATION RAIN HOOD.SEAL THE WALL OPENING WITH FOAM AS SOONAS THE PIPING THROUGH THE WALL OPENING ISCOMPLETE.15.619 CONTRACTOR SHALL INSTALL REFRIGERATIONMANUFACTURER FURNISHED LIQUID LINESOLENOID VALVE AT CASE/EVAPORATOR.PROVIDE CONTROL WIRING FROM SOLENOIDVALVE BACK TO THE ROOF MOUNTEDCONDENSING UNIT.15.628 INSTALL RACK MANUFACTURER FURNISHEDLIQUID LINE SOLENOID VALVE AND EVAPORATORPRESSURE REGULATOR IN A SERVICEACCESSIBLE LOCATION IN CASE DRAIN PAN.CONTRACTOR SHALL PROVIDE FULL PORTISOLATION BALL VALVES. REFER TOREFRIGERATION SUBMITTALS / SCHEDULES FOREXACT REQUIREMENTS. PROVIDE VALVELOCATION IDENTIFICATION TAG OF ENGRAVEDPLASTIC.15.636 RACK MANUFACTURER SHALL PROVIDE LIQUIDLINE SOLENOID, EVAPORATOR PRESSUREREGULATOR, AND FULL PORT ISOLATION BALLVALVES IN A SERVICE ACCESSIBLE LOCATIONINSIDE CASE DRAIN PAN. PROVIDE CONTROLWIRING FROM VALVES BACK TO CASECONTROLLER. REFER TO REFRIGERATIONSUBMITTALS / SCHEDULES FOR EXACTREQUIREMENTS. PROVIDE VALVE LOCATIONIDENTIFICATION TAG OF ENGRAVED PLASTIC.REMOVE THE EXISTING CIRCUIT CONTROLVALVES AT THE COMPRESSOR HOUSE ASREQUIRED.REFERENCE ARCHITECTURAL DRAWINGS FOR ALL NEW CASES BEING INSTALLED FOR CONNECTION LOCATION OF UTILITIES. (TOP FED VS BOTTOM FED)SEPARATE CONTRACTOR IS RESPONSIBLE FOR RE-SKIN OF EXISTING REFRIGERATED CASES TO REMAIN.ALL WORK ON THIS SHEET IS TO BE COMPLETED BY A WALMART APPROVED CONTRACTOR.REFRIGERATION CONTRACTOR IS RESPONSIBLE FOR ALL FINAL REFRIGERATION ELECTRICAL TERMINATIONS TO REFRIGERATION EQUIPMENT.EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.No. Desc. Date1 CCD #5 07/30/191/8" = 1'-0" 1FRONT GROCERY REFRIGERATION PLAN1/8" = 1'-0" 2REAR GROCERY REFRIGERATION PLAN11EXISTING REFRIGERATION PIPING11 7/8 -- 1/2 7/8 5/8 1/2SYMBOLS LEGENDPIPING SCHEDULE RCU1REFRIGERATION SCHEDULE SYSTEM RCU1PIPING SCHEDULE RACK MTCExisting RACK MTC - R404A Refrigerant, None Subcooled.*MODIFIED CIRCUIT**NEW CASE, COIL, CIRCUIT, OR VALVE****CHANGE EXISTING PIPING TO NEW AS INDICATED^RISER IS SHOWN EVEN WHERE A RISER IS NOTEXPECTED. THIS IS FOR REFERENCE ONLY AND TO BEUSED IN THE EVENT THAT A PIPING CONFLICT CAUSESTHE NEED FOR A RISER. IF RISER LENGTH EXCEEDS 4FEET, IT MUST BE APPROVED BY THE ENGINEER OFRECORD.NOTES1) ESTIMATED TOTAL LENGTH INCLUDES HORIZONTAL AND VERTICAL PIPESECTIONS. THIS IS ONLY AN ESTIMATE AND ACTUAL LENGTH WILL VARY. NOTTO BE USED FOR BIDDING PURPOSES.**** NEW PIPING^^^^ NEW PIPING CONNECTED TO EXISTING TO REMAIN PIPING. REFER TO REFRIG PLANFOR APPROXIMATE LOCATION OF NEW AND EXISTING PIPING.2) ALL EXISTING PIPE SIZING IS BASED ON ORIGINAL LEGENDS AND MAY NOT REFLECTEXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING PIPESIZING AND NOTIFY ENGINEER OF ANY DISCREPANCIES.PIPEDESIGNATIONHORIZONTALSUCTIONVERTICALSUCTION RISERAS REQUIREDLIQUIDESTIMATEDTOTALLENGTHRCU1 **** 5/8 **** 1/2 **** 1/2 90Refrig. EMS:NovarCondenser Type:AirH/R Media: N/ASG1 Liq Temp ºF:110SG2 Liq Temp ºF:N/A DESIGN DB ºF : 102 ASHRAE WeatherStation Location:ELMIRA CORNING RGNL, NYFormat:SupercenterStore#: 5240System Type: Hybrid House – Central DX Refrigerant:R407aSystem Elec:460V 3Ph 60HzSat. Cond. Temp ºF:117 H/R Use: N/ASG1 Comp RGT °F:50SG2 Comp RGT °F:N/A DESIGN WB ºF : 75EXTERIOR DRY BULB (DB) ºF:(Based on 5 yr Extreme DB)102Proto Size: RemodelCity/State:Ithaca, NYConsultant:David P. Kimball, P.E.Estimated Refrigerant ChargeDefrost Elec: Off TimeCond Design TD ºF:15 H/R Water GPM: N/ADESIGN INTERIOR DRY BULB ºF : 75EXTERIOR WET BULB (WB) ºF:(Based on 0.4% Monthly Max MCWB)75ProtoCycle Date:11/30/2018"Date Prepared1/21/2019Prepared by:Linwei LiRack and Condenser (lbs)--Sys.Pilot Elec:N/AEvap. Superheat °F:10 Est. Summer THR MBH: N/ADESIGN INTERIOR RH % : 55%ASHRAE PUBLISHED YEAR:2009 Specifications Section:15610 v4.0 - DXFixture and Field Piping (lbs)-- Cond. Elec: N/AEst. Winter THR MBH: N/ADESIGN ELEVATION (FT):955CIRCUIT INFORMATIONFIXTURE ELECTRICAL INFORMATIONMISC INFORMATIONEquip InformationCase Fixture Length / Quantity Walk-In Box SizeCircuit Case/Lights Anti-Sweat Drain PanTagCutsheetCase / CoilLSHXEvaporator CoilSub-Circuit LoadLoad Evap. Walk-InCircuit Control Valves Defrost Defrost Heaters Fans Amps Amps AmpsCKT # Number DateFT/# of Doors 1 Dr/2' 2 Dr/4' 3 Dr/6' 4 Dr/8' 5 Dr/10' 6 Dr/12' L W HCase / Coil Model # Manufacturer Application Model #TXV / Distributor(MBH)(MBH)SST Air Temp EEPR LLSV Type Amps Voltage Amps Voltage(120v) (120v) (120v)Comments* RCU1 RD3000.142 4/2/20143 DRS 1** ONRZH - IC Hill Phoenix Reach-In I.C.3.1-15 -10 N/A ** E3S140 EL 10.9 208/1 1.0 120/1 0.4 2.6 1.5NEW CASESuction Group #1 Required Capacity: 3.1-18(°F) Suction TemperatureGeneral Notes:1.)Project coordinated with Hill Phoenix.2.)3.)4.)5.)PIPEDESIGNATIONHORIZONTALSUCTIONVERTICALSUCTION RISERAS REQUIREDLIQUIDESTIMATEDTOTALLENGTHC03 **** 1 3/8 **** 1 1/8 **** 5/8 290C16220CIRCUIT INFORMATIONFIXTURE ELECTRICAL INFORMATIONMISC INFORMATIONEquip InformationCase Fixture Length / Quantity Walk-In Box SizeCircuit Case/Lights Anti-Sweat Drain PanTagCutsheetCase / CoilLSHXEvaporator CoilSub-Circuit LoadLoad Evap. Walk-InCircuit Control Valves Defrost Defrost Heaters Fans Amps Amps AmpsCKT #Number DateFT/# of Doors 1 Dr/2' 2 Dr/4' 3 Dr/6' 4 Dr/8' 5 Dr/10' 6 Dr/12' L W HCase / Coil Model # ManufacturerApplicationModel #TXV / Distributor(MBH)(MBH)SSTAir Temp EEPRLLSV Type Amps Voltage Amps Voltage(120v) (120v) (120v)Comments* C03 RD4018.052 7/22/201624 FT 2 2** DX6XN - DELI/DAIRY/PIZZA Kysor//Warren M.D. Deli24.727 33 ** CDST-7-9 ** E9S240 OTN/A 2.0 120/1 3.4NEW CASE* C16Furnish with time clock for defrost control, installed inside condensing unit.Furnish with thermostat for temperature control.Refrigeration contractor to set defrost time clock per case vendors recommended defrost (1 per day at 46 min, drip time 15 min).MAIN CIRCUIT - SUBCIRCUITS ARE BELOWTOTAL MAIN CIRCUIT: 12.2OTN/A 2.1 120/1 1.3CIRCUIT LOAD & ELECTRICAL ARE TOTALS OF THE SUBCIRCUITS* C16.1 RD1010.652 9/21/20168 FT1** E2V-SVO Hussmann M.D. Deli7.221 27 ** SPORT-5-7 ** E5S140 OTN/A 0.4 120/1 0.8 --NEW CASE* C16.2 RD2006.642 1/15/201612 FT 1 1** SMBT Hussmann Service Deli5.018 24 ** CDST-4-7 ** E3S140 OTN/A 1.7 120/1 0.5 --NEW CASENOTES1) ESTIMATED TOTAL LENGTH INCLUDES HORIZONTAL AND VERTICAL PIPESECTIONS. THIS IS ONLY AN ESTIMATE AND ACTUAL LENGTH WILL VARY. NOTTO BE USED FOR BIDDING PURPOSES.**** NEW PIPING^^^^ NEW PIPING CONNECTED TO EXISTING TO REMAIN PIPING. REFER TO REFRIG PLANFOR APPROXIMATE LOCATION OF NEW AND EXISTING PIPING.2) ALL EXISTING PIPE SIZING IS BASED ON ORIGINAL LEGENDS AND MAY NOT REFLECTEXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING PIPESIZING AND NOTIFY ENGINEER OF ANY DISCREPANCIES.C16.1 ^^^^ 7/8 **** 5/8 ^^^^ 1/2 40C16.250** B.V. ** B.V.JOB NO.:SUITE 5238479-636-5004 800-321-8721ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STSHEET:STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE ATCONTEMPORANEOUSLY WITH ITS ISSUE DATE ON , AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.PROTO CYCLE:DRAWN BY:CHECKED BY:DOCUMENT DATE:ISSUE BLOCKCONSULTANTSPROTO:JOB NUMBER:228657/30/2019 10:41:15 AMR2REFRIGERATIONSCHEDULESITHACA, NY012119WRKLLI11/30/18LLI3730 - R2 - REFRIGERATION SCHEDULES -01211918251STORE NO: 5240-201150ITHACA, NYGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYEXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.No. Desc. Date1 CCD #5 07/30/19PROJECT COORDINATED WITH REFRIGERATION VENDOR (OEM) AS INDICATED ON REFRIGERATION SCHEDULE(S).1 CUSH-A-CLAMP FIRMLY CLAMPED TO PIPE TYP1 5/8"x1 5/8" GALVANIZED UNISTRUT P-1000, 10'-0" MAXIMUM ON CENTERSWALL OR BUILDING STRUCTUREPVC JACKET FOR ALL REFRIGERATION LINES EXTERIOR TO BUILDING TYPPIPING INSULATION (BEYOND)ELEVATIONPLANBOLTINSUGUARD SIZESMAXIMUM PIPINGINSULATIONOUTSIDE DIAMETERPART #SNAP 'N SHIELD SIZESMAXIMUM PIPINGINSULATIONOUTSIDE DIAMETERPART #3"MAX3"MAXINSUGUARD OR COOPER B-LINE SNAP N' SHIELD PIPE SADDLE SECURED TO UNISTRUT. MATCH COLOR OF INSULATION. (TYP)1 5/8"x1 5/8" GALVANIZED UNISTRUT P-1000, REFER TO SPECIFICATION SECTION 15050 FOR SPACINGNOTE: FOR OVERHEAD LINES, UNISTRUT HORIZONTAL, TRAPEZE HUNGBOTTOM OF STRUCTURELOADS MUST BE HUNG WITHIN 3" OF PANEL POINTSTHREADED ROD TYPTOP BEAM CLAMP TYPTOP CHORD OF JOISTROOFPIPING INSULATION2 1/4"3 1/4"4 1/4"5 1/4"6 1/4"2253254255256252 1/4"3 1/4"4 1/4"5 1/4"6 1/4"BPS225BPS325BPS425BPS525BPS6251/2" RETAINING NUT, UNSISTRUT P4010T1/2" CHANNEL NUT WITH SPRING, UNISTRUT P1010REFRIGERATEDCASE TYPBASE TRAPREFRIGERANT LINESSPACED 4" OCTYPSUCTION LINETYPLIQUID LINETYPINSTALL INTERMEDIATESUCTION TRAPS OUT OFCUSTOMER VIEW AT AMINIMUM OF 7'-0"AFFFOR RISERS OVER 16'-0"ABCDEEPRFIELD WIRINGFACTORY WIRINGFANSLIGHTSANTI-SWEAT HEATERSLLSV208V ELECTRIC DEFROSTLIQUID LINE SOLENOID VALVEELECTRONIC EVAPORATOR PRESSURE REGULATOREEPR: (1) PER REFRIGERATION CIRCUIT. NOTE: FOR CASE(S) SERVED BY REMOTE CONDENSING UNIT OMIT EEPRLLSV: (1) PER REFRIGERATION CIRCUIT.DETAIL IS A SCHEMATIC REPRESENTATION AND MAY NOT REFLECT ALL CASE CONFIGURATIONS. CONTACT REFRIGERATED CASE MANUFACTURER FOR FACTORY INSTALLED COMPONENT INFORMATION.REFRIGERATION ENERGY MANAGEMENT CONTRACTOR TO TERMINATE COMM. WIRING AT CASE CONTROLLER MASTER/SLAVE I/OFACTORY INSTALLED WIRING BETWEEN FAN/LIGHT/ANTI-SWEAT HEATER TERMINALS AT EVERY CASE. IN CASE REPLACEMENT APPLICATION WHERE WIRING IS EXISTING TO REMAIN, REMOVE FACTORY JUMPERS. REF ELECTRICAL.LLSV: REFRIGERATION CONTRACTOR TO PROVIDE AND TERMINATE 120VAC #12 AWG LIQUID LINE SOLENOID VALVE WIRING AT 'A' CASE TERMINAL BLOCK ONLY. REF ELECTRICALEEPR: OWNER TO FURNISH #14 AWG 4 CONDUCTOR CABLE FOR EEPR VALVE. REFRIGERATION ENERGY MANAGEMENT CONTRACTOR TO TERMINATE WIRING AT EEPR AND AT 'A' CASE TERMINAL BLOCK ONLY. REFER TO REFRIGERATION SCHEDULES AND SUBMITTALS FOR QUANTITY AND CIRCUIT NAME. NOTE: EEPR VALVES ARE NOT TO BE INSTALLED FOR CASE CIRCUITS SERVED BY A REMOTE CONDENSING UNIT (RCU).REFRIGERATION CONTRACTOR TO PROVIDE AND TERMINATE ALL 120V AND 208V SLAVE WIRING AND CONDUIT BETWEEN CASES. REF ELECTRICAL.120V POWER FEED. IN CASE REPLACEMENT APPLICATION WIRING COULD BE EXISTING TO REMAIN. VERIFY RE-USE OF EXISTING WIRING WITH ELECTRICAL. OTHERWISE ELECTRICAL CONTRACTOR TO PROVIDE NEW POWER FEED. REFRIGERATION CONTRACTOR TO TERMINATE WIRING. REF ELECTRICAL.ELECTRIC DEFROST CASES: IN CASE REPLACEMENT APPLICATION WIRING COULD BE EXISTING TO REMAIN. VERIFY RE-USE OF EXISTING WIRING WITH ELECTRICAL. OTHERWISE ELECTRICAL CONTRACTOR TO PROVIDE 208V POWER FEED. REFRIGERATION CONTRACTOR TO TERMINATE WIRING. REF ELECTRICAL.COMM. WIRING TO PREVIOUS CONTROLLER ON COMM. LOOP. REFER TO REFRIGERATION ENERGY MANAGEMENT PLANS FOR ONE-LINE DIAGRAM. (TYP)'A' LEAD CASE CONTROLLER. REFER TO REFRIGERATION ENERGY MANAGEMENT PLANS FOR LOCATION OF 'A' CASE.CASE CONTROLLER(S) FURNISHED AND INSTALLED BY CASE MANUFACTURER AT EVERY CASE.FACTORY INSTALLED TERMINAL BLOCK. (TYP)COMM. WIRING TO NEXT CONTROLLER ON COMM. LOOP. REFER TO REFRIGERATION ENERGY MANAGEMENT PLANS FOR ONE-LINE DIAGRAM. (TYP)FACTORY INSTALLED TERMINAL BLOCK AT EVERY CASE. (TYP)REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR FACTORY WIRING DIAGRAMS, FIELD WIRING TERMINATIONS AND RS485 BACNET WIRING DETAILS.06.21.18ENERGY MANAGEMENT SYSTEM CONTRACTOR TO PROVIDE CAT-5 ETHERNET CABLE FROM PREVIOUS CONTROLLER ON THE COMM. LOOP. REFER TO ONE-LINE DIAGRAMENERGY MANAGEMENT SYSTEM CONTRACTOR TO PROVIDE CAT-5 ETHERNET CABLE TO NEXT CONTROLLER ON THE COMM. LOOP. REFER TO ONE-LINE DIAGRAMENERGY MANAGEMENT SYSTEM CONTRACTOR TO PROVIDE RS-485 COMM WIRING TO FIRST CASE CONTROLLER ON COMM LOOP REFER TO ONE-LINE DIAGRAM.SPORLAN S3CCASECONTROLLERTXV: FACTORY INSTALLED AT EVERY CASE EVAPORATOR COIL. REFER TO CASE CUTSHEET FOR SIZE AND QUANTITY.JOB NO.:SUITE 5238479-636-5004 800-321-8721ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STSHEET:STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE ATCONTEMPORANEOUSLY WITH ITS ISSUE DATE ON , AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.PROTO CYCLE:DRAWN BY:CHECKED BY:DOCUMENT DATE:ISSUE BLOCKCONSULTANTSPROTO:JOB NUMBER:228651/18/2019 5:23:01 PMR3REFRIGERATIONDETAILSITHACA, NY012119WRKLLI11/30/18LLI3740 - R3 - REFRIGERATION DETAILS -01211918251STORE NO: 5240-201150ITHACA, NYGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYEXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.No. Desc. DateNTS1VERTICAL REFRIGERANT LINE SUPPORTNTS2HORIZONTAL REFRIGERANT LINE SUPPORT DETAILNTS3INTERMEDIATE SUCTION LINE TRAPNTS4CASE CONNECTION SCHEMATIC (SPORLAN) 21-1/8 C/L"39-1/8"NOTE: DRAWING NOT TO SCALESUCTION LINELIQUID LINE28-7/16"AIR FLOW19-3/4"6' REACH-IN IC OUTDOOR CONDENSING UNIT - 100 DEG. AMBIENTVOLTS/PHASE115/1REQUIREDFR407A REFRIGERANTNET WEIGHT: 198 LBS.CONDENSING UNIT:3.0ONRZH-IC6'BZT008L6D-18TYPEELECAMPS1.0MBTUHEVAP INFORMATION:SIZEMODELDEFROSTSSTEVAPFANS460/60/3 SINGLE PT.MCAMOPDAMPS10.915A15.0VOLTS/PHASE208/1EVAP DEFROSTHEATERSITHACA, NY USASTORE #5240FLOOR ON PIT MOUNT(ONLY ROOF MOUNTSUCT TRUNK RISERLIQUID BRANCH "B"TYPICAL REFRIGERANT PIPING SCHEMATICNOMENCLATURE FOR MULTI-EVAPORATOR CIRCUITSUCT BRANCHRISER "A"EVAP. "A"LIQUID BRANCH "A"SUCT BRANCH HORIZSUCT TRUNK HORIZSUCT BRANCH RISER "B"EVAP. "B"LIQUID MAINCIRCUITS THROUGHUNITS OR ANYUNITS)SUCT BRANCH RISERLIQUID MAINSUCTION TRUNK HORIZTYPICAL REFRIGERANT PIPING SCHEMATICNOMENCLATURE FOR SINGLE EVAPORATOR CIRCUITEVAPPIPING RUNSUCT. BR. HORSUCT. BR. RISERSUCT. TR. HORSUCT. TR. RISERLIQ. MAINLIQ. BR.TYPESUCT TRUNK RISER(ONLY ROOF MOUNTUNITS OR ANYCIRCUITS THROUGHFLOOR ON PIT MOUNTUNITS)1.0 PSI1.0 PSI1.0 PSIMAX.1.0 PSI2.0 PSI1.0 PSI0.5 PSI0.5 PSI0.5 PSIMIN.0.5 PSI1.0 PSI0.5 PSIPRESSURE DROP15007575MAX.100015001000100060606001000600MIN.VELOCITY (FPM)Hill PHOENIXCONYERS, GA 300132016 GEES MILL RDPH: (770) 285-3100FX: (770) 285-3076Note(s):1. LLS must be mounted at evap.Ship loose parts:(1 ea) T'Stat(1 ea) Liquid Line Solenoid (LLS) - E3(1 ea) Solenoid Coil w/Light - 208VSUCTION HORIZ.SUCTION RISER 1/25/81/2LIQUIDLINE SIZING BASED ON 90 FT LENGTHREACH-IN ICRCU-1HEATED AND INSULATED RECEIVERCONYERS, GEORGIA 30013(800)-685-5475 Fax: (770)285-3076709 SIGMAN ROADProto Dir.Quote / Job:Store / Cust:Location:Prepared By: Date: Field Connection: Rack Voltage:®ApplicationHeat DistNozValveExpansionExchr.ModelNoSysDefrostVolts/ AmpsFansAmps Volts/ DEF°FEvapMBTUHBranchRiser Bran.MainLiquidSuctionLiquidRefrigeration ValveslengthEst. RiserTrunkHorizTrunk SuctionBranchHorizHorz.HP/RPMMBTUHCompressorModel No:RLA/LRAContCBWireUNLHFCCHDeSuper HeatSolenoidValveUNL%Condenser/SplitMax. Overcur Prot.FLAT.D.Model #InverterWeightSolenoidPump Out Sol.Isol. Valve FromCheck Valve FromIsol. Valve ToFPIVOLTRPMSaturated TempFilterAccumulatorManifold SizeSuctionMOPDPowerMCA460/60/3Main Stand By208/60/3Heat ReclaimReceiverDischargeDia. x LengthLbs @ 80% PDHoriz / VertLiquidGeneral SpecificationsManif SizeDrain RegulatorMaster SolDrier / SightglassSurge SolenoidSurge Ball ValveSurge Check ValveLine Size *Outside Air Temp.Rack MCA"Motors" MCADefrost MCATotal Rej. Heat (MBH)Condensing TempRefrigerant TypeBypass RegulatorHeat ReclaimCondenser ReturnCondenser SupplyIsol Valve FromIsol. Valve ToWater / AirDisch. Check ValveOil SeparatorDisch. RegulatorManifold Size*From ReceiverSubcooled Liquid TempOil Brand / TypeNote #1: Altitude: 1631 Correction Factor: 1.0408* MODIFIED CIRCUIT** NEW CASE OR VALVE*** NEW 30A CIRCUIT BREAKER FOR COMPRESSOR 1. CHANGE WIRE TO #10AWG (CU) AND #10AWG (CU) GROUND.FEEDER BREAKER IN POWER DISTRIBUTION PANEL FOR HOUSE 1 TO CHANGE FROM 70A TO 90A. FUSES TO CHANGE FROM 80A TO 100A IN FUSEBLOCKFOR COMPRESSOR PANEL. CHANGE WIRE TO #3AWG (CU) AND #6 AWG (CU) GROUND SHOULD BE FINE.**** NEW PIPING^^AS NEEDED$CHANGE COMPRESSOR 1 FROM 06DM316 TO 06DR228*MTC16.2504', M.T. Coffin w/EndsFWE;FW-1/2MTC151/2"1/2"5/8"120SORIT-12EVR6MS4208/313.3120/10.6EL194.45/8"Meat Cooler, Evap 22-1/2SSSE-3-CHXR-150WKE-2701-1/8"C14B7/8"35N/AN/A5/8"Meat Cooler, Evap 12-1/2SSSE-3-CHXR-150WKE-2701-1/8"C14A7/8"35N/AN/A33x34x12, Meat Cooler**PIPE MANIFOLD**MTC14NoneNoneNone192SORIT-20EVR8MS5208/145.2208/14.0EL2245.112', Self Service CakeSHVSS-RMTC131/2"5/8"1-1/8"135SORIT-12EVR6MS4120/10.9OC2010.312', Dairy Coffin w/EndsFWE;FW-1/2MTC121/2"5/8"7/8"279SORIT-12EVR6MS4208/321.2120/10.6EL197.712', Dairy Coffin w/EndsFWE;FW-1/2MTC111/2"5/8"7/8"246SORIT-12EVR6MS4208/321.2120/10.6EL197.736', M/D Rear Load DairyDR6XNMTC107/8"1-3/8"1-5/8"219SORIT-15EVR10MS5120/14.8OC2652.212', Dairy Coffin w/EndsFWE;FW-1/2MTC91/2"5/8"7/8"279SORIT-12EVR6MS4208/321.2120/10.6EL197.7FPWMTC87/8"1-3/8"1-5/8"77SORIT-20EVR10MS5120/1OC2436', M/D Fresh MeatFPWMTC77/8"1-1/8"1-3/8"70SORIT-20EVR8MS5120/15.7OC2440.98', Self Service CakeSHVSS-RMTC61/2"1/2"7/8"130SORIT-12EVR6MS4120/10.6OC206.912', Prod Promo Island w/EndsURSSMTC55/8"7/8"1-3/8"202SORIT-15EVR6MS4120/12.4OC2022.524', M/D Deli**DX6XNMTC35/8"****1-1/8"****1-3/8"****290**CDST79**E9120/12.0OC2524.77x11x10, Poultry Cooler1EGSE-1-CHXR-150WKE-100MTC21/2"5/8"7/8"268SORIT-12EVR6MS4208/112.2208/11.0EL2210.014', Deli Promo IslandPFI-614MTC15/8"7/8"1-3/8"307SORIT-12EVR6MS4120/12.7OC2021.6Rev. Date By DescriptionRev. Date By Description36', M/D Fresh Meat5.740.91-1/8"U3 01-15-19 SH CHANGE C3 FROM E2V, CHANGE C16 FROM ESBDS. CHANGE C17 FROM O5DM-NRG- 3/28/19 SH UPDATE GROUND SIZE AND FUSEBLOCK SIZE.- 7/30/19 SH ADD C16 MAIN ADD E2V-SVO TO C16.1 AND SMBT TO C16.2111---540.196R-404AOS6-21FA1-5/8"N/ASporlan ORD-4-201-5/8"2-1/8"----1-3/8"2-1/8"2-1/8"DCR-9611/SA-211-A81B-1 3/8PX2 1/8CEVR25MS111-3/8"1-3/8"HorizontalH14x96324DX Header REQ 314.8DX Header AVAIL(CC) 381.0N/ARL68H PE30350242821) A10-252) BTAS-417SV2-5/8"+16----DX Header -50%EVR32NO13(1)EVR3S21-5/8"1-5/8"1-5/8"50%EVR32NO13(1)1-5/8"-1-5/8"1-5/8"------10460/60/3540-26302014BNQ-D08-A041-4-WNM13.8 See Note #110.0/175006DM3370DA367A 111.4 19.9/114.0 2530 10 1NO YES-NONE67%7.5/175006DR2280DA365A 89.4 17.8/99.0 2530 10 NONO YES-NONE-7.5/175006DR2280DA367A 89.4 17.8/99.0 2530 10 1NO YES-NONE67%7.5/1750$06DR228 89.4 17.8/99.0 25***30 14 1NO YES-NONE50%+16 Suction Designed @ +16/110**************************************************************PS410SMRADMTC / House #1+16 Suction Group Loads MBTUH 314.8 **************************************************************************************************************************************************************************************************************************SPARE*MTC171/2"SORIT-12EVR6MS4SpareMTC47/8"None1-5/8"N/AN/ANA0.0Wal*Mart 150-2009 Supercenter #5240135 Fairgrounds Memorial Pkwy - Ithaca, New York50744John McCarthy 02/10/10Rear Vertical DownMTC / House #1460/60/3150-2009 95amb 01-30-0912', Service Deli**SMBT220**CDST47**E3120/11.7OC185.07/8"DX Header AVAIL(NRE) 339.1*MTC16*MTC16.1 **E2V-SVO8', M/D DeliMAIN120/10.4OC217.240**SPORT57**E5B.V.^B.V.^^REMOVE LLS/EPR AT RACK7/8"1/2"7/8"^^5/8"****1/2"^^5/8" 1/2"^^SHEET:STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE ATCONTEMPORANEOUSLY WITH ITS ISSUE DATE ON , AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.PROTO CYCLE:DRAWN BY:CHECKED BY:DOCUMENT DATE:ISSUE BLOCKCONSULTANTSPROTO:JOB NUMBER:7/30/2019 10:41:21 AMR4REFRIGERATIONSUBMITTALSITHACA, NY012119------11/30/183750 - R4 - REFRIGERATION SUBMITTALS -01211918251STORE NO: 5240-201150ITHACA, NYGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYNo. Desc. Date1 CCD #1 04/15/192 CCD #5 07/30/19THE INFORMATION ON THIS SHEET SUPPLIED BY THE OEM, AND DESCRIBES THE COMPRESSORS, RACKS, AND HOUSES. THE EQUIPMENT WILL BE PURCHASED BY OWNER, AND IS TO BE INSTALLED BY THE REFRIGERATION CONTRACTOR; REFER TO SPECIFICATIONS.CONTRACTOR SHALL VERIFY ALL INFORMATION WITH OEM BEFORE INSTALLATION.12 BADFRONTBDDDDDDCCCCCBBDDDDDDCCCCCBBDDDDDDDDDDD DD DDOODSSL SSL07/09/18ADJUST AIMING OF EMERGENCY LIGHT LAMP HEADS AS REQUIRED TO PROVIDE PROPER ILLUMINATION AT FLOOR, AVOIDING OBSTACLES AND SHADOWS AFTER STORE SET-UP IS COMPLETE, TYP.ABCDEFGHJK123456789101112131415GE121GE1E1.265E1.2E1.121E1.1E1.243E1.2E1.143E1.1E1.221E1.216.141(20A-1P)16.141(20A-1P)34TYP6' - 0"6' - 5"11' - 11"7' - 2"7' - 5"39' - 4"1' - 4"12' - 6"6' - 2"4' - 0"16.718LOW TEMPREACH-IN16.718FRESHMEAT16.125TYP16.125TYPP16.13116.1252CMOUNT FIXTURE TOUNDERSIDE OF RACK.17' - 6"COURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 4:32:58 PMC:\Users\jbrickman\Desktop\2018 Local\05240_Ithaca_NY_150_L_MEP_V18_jbrickman.rvtE1LIGHTINGPLANTR18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY1. EXIT SIGN MOUNTINGA. WALL FIXTURE: CENTER 12" ABOVE DOOR OPENING.B. CEILING FIXTURE: ON CEILING OR AT HEIGHT SPECIFIED ON DRAWINGS.C. PENDANT FIXTURE: MATCH HEIGHT OF EXISTING PENDANT MOUNTED EXIT SIGNS. IF STORE DOES NOT HAVE PENDANT MOUNTED EXIT SIGNS, THEN PENDANT MOUNT SIGN 24" BELOW BOTTOM OF BAR JOIST. D. VERIFY MOUNTING HEIGHT WITH AHJ.E. COORDINATE LOCATIONS OF EXIT SIGNS TO ENSURE STORE SIGNAGE DOES NOT OBSTRUCT THEIR VIEW.F. THE USE OF TRITIUM BASED RADIOACTIVE EXIT SIGNAGE IS PROHIBITED.2. EMERGENCY LIGHT FIXTURE INSTALLATION A. WALL FIXTURE: 12" BELOW FINISHED CEILING OR +10'-0" IN AREAS OF EXPOSED STRUCTURE, UNLESS NOTED OTHERWISE.B. PENDANT FIXTURE: BOTTOM CHORD OF BAR JOIST OR AT HEIGHT SPECIFIED ON DRAWINGS.C. REMOTE HEAD FIXTURE: HEADS CENTERED ABOVE DOOR OPENING +9'-0", UNLESS NOTED OTHERWISE AND BATTERY PACK MOUNTED ON INTERIOR SIDE OF WALL 12" BELOW FINISHED CEILING OR AT BAR JOIST IN AREAS OF EXPOSED STRUCTURE.D. REFER TO MANUFACTURER'S WRITTEN INSTRUCTIONS. ALLOW BATTERY TO CHARGE CONTINUOUSLY FOR A MINIMUM OF 168 HOURS BEFORE INITIAL TESTING.E. AFTER EMERGENCY LIGHT HAS BEEN POWERED DO NOT TURN OFF FOR EXTENDED PERIODS OF TIME.3. EXIT SIGNS, EMERGENCY LIGHTS AND NIGHT LIGHTS SHALL NOT BE SWITCHED.4. IN AREAS OF OPEN STRUCTURE, MOUNT FLUORESCENT STRIP FIXTURE TO BOTTOM CHORD OF BAR JOIST, UNLESS NOTED OTHERWISE.5. PROVIDE SEPARATE BOXES FOR GANGED SWITCHES ON SEPARATE BRANCH CIRCUITS.6. FIXTURES DENOTED WITH "ABJ" ARE TO BE FASTENED ON UNISTRUT CHANNELS MOUNTED TO THE BOTTOM SIDE OF THE TOP CHORD OF BAR JOISTS. LOCATE THE FIXTURES RUNNING PERPENDICULAR TO BAR JOISTS WITHIN BAR JOISTS WEBBING SPACES. DO NOT FASTEN FIXTURE OR UNISTRUT CHANNELS TO ROOF DECK.7. INSTALL PROTECT-A-LAMP COVERS ON FIXTURES LABELED WITH THE LETTER "P", AND ANY FIXTURE WITH EXPOSED FLUORESCENT TUBES THAT ARE MOUNTED BELOW 10'-0" AFF OR WHERE EXISTING PROTECT-A-LAMP COVERS ARE DAMAGED ANYWHERE INSIDE THE BUILDING.8. VERIFY THAT THE OPERATING MECHANISM OF LIGHT SWITCHES IN THE BUILDING ARE MOUNTED AT A HEIGHTTHAT IS IN ACCORDANCE WITH ADA AND LOCAL ACCESSIBILITY REQUIREMENTS. ANY SWITCH NOT IN ACCORDANCE WITH ADA AND LOCAL ACCESSIBILITY REQUIREMENTS IS TO BE LOWERED TO THE APPROPRIATE HEIGHT. GENERAL CONTRACTOR SHALL REPAIR WALL AND FINISHES AS REQUIRED. EXISTING CONTROLS AND LIGHTING PATTERNS ARE TO BE MAINTAINED. EXTEND/REROUTE EXISTING BRANCH CIRCUITRY AS REQUIRED.GENERAL LIGHTING NOTES10.30.15KEYNOTES16.125 EXISTING LIGHT FIXTURES TO REMAIN UNLESSNOTED OTHERWISE.16.131 CONNECT TO EXISTING CIRCUIT. E.C. SHALLVERIFY PRIOR TO ROUGH-IN THAT EXISTINGCIRCUIT HAS SPARE CAPACITY TOACCOMMODATE ADDITIONAL LOAD.16.141 PROVIDE NEW SOLENOID OPERATED CIRCUITBREAKER (##A-#P) IN EXISTING PANELBOARDINDICATED. E.C. SHALL MATCH MANUFACTURER,TYPE AND AIC RATINGS OF EXISTING CIRCUITBREAKERS. SUBSTITUTIONS NOT PERMITTED.E.C. SHALL VERIFY PRIOR TO ROUGH-IN THATEXISTING PANELBOARD HAS SPARE CAPACITYTO ACCOMMODATE ADDITIONAL LOAD. REFERTO ENERGY MANAGEMENT PLANS FOR CIRCUITBREAKER CONTROL.16.718 REMOVE EXISTING FLUORESCENT LAMPS,CONNECTORS AND BALLASTS FROMREFRIGERATED CASE AND SHELVES ANDREPLACE WITH OWNER FURNISHED LEDLIGHTING RETROFIT KIT. INSTALL LED POWERSUPPLY AND LIGHT BARS PER MANUFACTURER'SINSTRUCTIONS. 1" = 20'-0" 1LIGHTING PLAN1. OCCUPANCY SENSORS IN RESTROOMS SHALL BE PROGRAMMED WITH MAXIMUM AVAILABLE TIME DELAY SETTINGS.2. OCCUPANCY SENSORS IN DELI, PRODUCE, AND BAKERY PREP AREAS SHALL BE PROGRAMMED WITH MAXIMUM AVAILABLE TIME DELAY SETTINGS.3. OCCUPANCY SENSORS IN WALK-IN COOLERS/FREEZERS SHALL BE WALL MOUNTED IN WP BOX AND PROGRAMMED FOR 10 MINUTE TIME DELAY SETTING.4. ALL OTHER OCCUPANCY SENSORS SHALL BE PROGRAMMED WITH THE MINIMUM AVAILABLE TIME DELAY SETTING UNLESS NOTED OTHERWISE.5. WHERE TWO OCCUPANCY SENSORS ARE SHOWN IN THE SAME LOCATION WIRE FOR 3-WAY SWITCHING.6. ALL SINGLE-POLE OCCUPANCY SENSORS SHALL BE PROGRAMMED WITH AUTOMATIC ON LIGHTING CONTROL UNLESS NOTED OTHERWISE.7. ALL BI-LEVEL OCCUPANCY SENSORS SHALL BE PROGRAMMED WITH AUTOMATIC ON LIGHTING CONTROL FOR 50% OF FIXTURES AND WITH MANUAL ON MODE FOR REMAINING FIXTURES.OCCUPANCY SENSOR NOTES03.30.18EXISTING LIGHTING FIXTURES NOT SHOWN ARE EXISTINGTO REMAIN AND ARE NOT AFFECTED BY THE SCOPE OFWORK ON THIS PROJECT. THIS INCLUDES ALL GENERAL LIGHTING, EGRESS LIGHTING AND EXIT LIGHTING.ISSUE BLOCK B716.12516.126TYPTYPB7OSOS2' - 0"5' - 1"5' - 1"5' - 1"5' - 1"2' - 0"2' - 1"5' - 1"5' - 6"5' - 6"5' - 10"5' - 6"1' - 11"2' - 1"4' - 8"6' - 0"6' - 0"6' - 0"6' - 8"2' - 0"5' - 6"2' - 0"2' - 0"9' - 4"2' - 0"2' - 1"4' - 7"3' - 3"3' - 4"4' - 0"4' - 0"4' - 0"2' - 1"4' - 7"3' - 3"3' - 2"3' - 3"3' - 3"2' - 7"4' - 0"16.129WOMENMEN6568RTYPTYP16.125TYPFURNISH AND INSTALLSENSOR SWITCH CMR9 CEILING MOUNTED OCCUPANCY SENSOR, (SET FOR MAXIMUM TIME DELAY) TYPMOUNT FIXTURE AT +6'-8" CENTERED ABOVE MIRROR PER MANUFACTURERS INSTRUCTIONS, TYP OF 4COORDINATE RESTROOM LIGHT FIXTURE LOCATIONSWITH CEILING STRUCTURE, DUXT WORK DIFFUSERS,SPRINKLERS AND GC. LIGHTING LAYOUTADJUSTMENTS SHALL BE KEPT TO A MINIMUM.MAINTAIN LAYOUT AS CLOSELY AS POSSIBLE.PROVIDE STAINLESSSTEEL COVER PLATESTYP IN RESTROOMREMOVE RESTROOM NEEDS CLEANING LIGHT SWITCHESTYPICAL AT RESTROOM. PROVIDE STAINLESS STEEL BLANKCOVER PLATE WITH RESISTANT SCREWS ATOUTLETS. REMOVE RESTROOM NEEDS CLEANING SIGNFROM COURTESY DESK/CUSTOMER SERVICE/SITE TOSTORE AREA(S). COORDINATE CEILING TILE REPLACEMENTWITH GC. IF WALL MOUNTED FIXTURE, PROVIDE COVERPLATE TO MATCH EXISTING ELECTRICAL DEVICES.H5616.125TYP16.126TYPH562' - 3"5' - 0"6' - 0"6' - 0"6' - 0"4' - 0"2' - 7"2' - 3"5' - 0"6' - 0"6' - 0"6' - 0"4' - 0"2' - 7"2' - 0"4' - 10"2' - 0"2' - 0"4' - 9"2' - 0"4' - 0"3' - 5"3' - 0"3' - 1"3' - 1"4' - 0"2' - 7"4' - 0"4' - 0"4' - 0"3' - 9"4' - 4"2' - 7"2' - 0"2' - 0"65TYP68RTYPWOMENMENOSOS16.129TYP16.149TYPCOORDINATE RESTROOM AND FAMILY TOILET LIGHT FIXTURE LOCATIONS WITH CEILING STRUCTURE. DUCT WORK DIFFUSERS, SPRINKLERS AND GC. LIGHTING LAYOUT ADJUSTMENTS SHALL BE KEPT TO A MINIMUM, MAINTAIN LAYOUT AS CLOSELY AS POSSIBLE. PROVIDE STAINLESS STEEL COVER PLATES TYP IN RESTROOM AND FAMILY TOILET.REMOVE RESTROOM NEEDS CLEANING LIGHT SWITCHES TYPICAL AT RESTROOM. PROVIDE STAINLESS STEEL BLANK COVER PLATE WITH RESISTANT SCREWS AT OUTLETS. REMOVE RESTROOM NEEDS CLEANING SIGN FROM COURTESY DESK/CUSTOMER SERVICE/SITE TO STORE AREA(S). COORDINATE CEILING TILE REPLACEMENT WITH GC. IF WALL MOUNTED FIXTURE, PROVIDE COVER PLATE TO MATCH EXISTING ELECTRICAL DEVICES. MOUNT FIXTURE AT +6'-8"CENTERED ABOVE MIRRORPER MANUFACTURER'SINSTRUCTIONS, TYP OF 6FAMILY TOILETOS16.125TYP4' - 0"4' - 5"3' - 3"COURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 4:33:10 PMC:\Users\jbrickman\Desktop\2018 Local\05240_Ithaca_NY_150_L_MEP_V18_jbrickman.rvtE1.1ENLARGEDLIGHTINGPLANTR18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYKEYNOTES16.125 EXISTING LIGHT FIXTURES TO REMAIN UNLESSNOTED OTHERWISE.16.126 EXISTING LIGHT FIXTURE TO BE DEMOLISHED.16.129 CONNECT TO EXISTING CIRCUIT PREVIOUSLYSERVING AREA LIGHTING THAT WAS REMOVED.MAINTAIN EXISTING CIRCUIT CONTROL UNLESSNOTED OTHERWISE. PROVIDE CONSTANT HOTFOR EMERGENCY EXIT AND LOCALLYCONTROLLED LIGHT FIXTURES.16.149 REPLACE EXISTING LIGHT SWITCH WITHOCCUPANCY SENSOR. 1/8" = 1'-0" 1FRONT RESTROOM LIGHTING DEMO PLAN 1/4" = 1'-0" 2FRONT RESTROOM LIGHTING PLAN 1/8" = 1'-0" 3REAR RESTROOM LIGHTING DEMO PLAN 1/4" = 1'-0" 4REAR RESTROOM LIGHTING PLANISSUE BLOCK 07/09/1807/09/18ATM1ATM1DDDDDDDDDDD DD DDOOH716.126TYP16.12516.125TYPH710TYPCONTRACTOR IS RESPONSIBLE FOR THE COMPLETE INSTALLATION OF THE LIGHTING SYSTEM AS INDICATED ON PLANS AND/OR AS MODIFIED TO ACCOMMODATE EXISTING OBSTRUCTIONS. IDENTIFY CONFLICTS PRIOR TO ROUGH-IN. WHERE CONFLICTS WITH EXISTING UTILITIES OCCUR ADJUST FIXTURE LOCATIONS AS REQUIRED. FIXTURE SHALL BE INSTALLED AS NEAR AS POSSIBLE TO LOCATIONS INDICATED ON PLANS WITH EVEN SPACING MAINTAINED.OS/D COMPANION SWITCHPROGRAM FOR MANUAL ON AT 100% LIGHT LEVEL AND 15 MINUTE TIME DELAY. WIRE PER MANUFACTURER'S RECOMMENDATIONS, INCLUDING DIMMING CONTROL TO ALL FIXTURES.OS/DBREAKROOM16.12516.125TYP16.129F516.125TYP16.125TYP16.125TYP16.125TYPPHARMACYF5PHARMACY16.12516.125HEALTHSERVICESROOMPHARMACY TOILET16.125TYP16.125TYPTYPREPLACE ALL BROKEN LIGHTFIXTURESAND LENSES, TYPENTIRE PHARMACY.B816.125TYP16.125TYP16.125TYPB810TYP16.125TYP16.129OS16.125TYPCOURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.03/01/192/28/2019 4:45:49 PMC:\Users\mbailey\Documents\05240_Ithaca_NY_150_L_MEP_V18_mbailey_mbailey.rvtE1.2ENLARGEDLIGHTINGPLANTR18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYKEYNOTES16.125 EXISTING LIGHT FIXTURES TO REMAIN UNLESSNOTED OTHERWISE.16.126 EXISTING LIGHT FIXTURE TO BE DEMOLISHED.16.129 CONNECT TO EXISTING CIRCUIT PREVIOUSLYSERVING AREA LIGHTING THAT WAS REMOVED.MAINTAIN EXISTING CIRCUIT CONTROL UNLESSNOTED OTHERWISE. PROVIDE CONSTANT HOTFOR EMERGENCY EXIT AND LOCALLYCONTROLLED LIGHT FIXTURES. 1/8" = 1'-0" 1BREAKROOM LIGHTING DEMO PLAN 1/4" = 1'-0" 2BREAKROOM LIGHTING PLAN 1/8" = 1'-0" 3PHARMACY LIGHTING DEMO PLAN 1/4" = 1'-0" 4PHARMACY LIGHTING PLAN 1/8" = 1'-0" 5COURTESY DESK LIGHTING DEMO PLAN 1/4" = 1'-0" 6COURTESY LIGHTING PLAN1ISSUE BLOCK1 REV #1 03/01/19 PROVIDE LOCKING SPRING NUTUNISTRUT SHALL SUPPORT NO MORE THAN 100LBS IF P3300 IS USED AND NO MORE THAN 215LBS IF P3000 IS USEDREF MANUFACTURER'S "GENERAL FITTINGS SPECIFICATIONS" FOR DESIGN BOLT TORQUENO CONNECTION OF ANY KIND SHALL BE MADE TO JOIST WEB MEMBERS OR JOIST BRIDGINGUNISTRUT CAN BE MOUNTED TO THE TOP OF EITHER THE TOP CHORD OR BOTTOM CHORD OF THE BAR JOISTUNISTRUTALL-THREAD SHALL BE A SOLID PIECE. NO SPLICES ALLOWEDPROVIDE AIRCRAFT CABLE SUSPENSION SYSTEM FOR CONNECTION TO ELECTRICAL EQUIPMENTCONTRACTOR HAS THE OPTION TO USE EITHER METHOD OF INSTALLATION SHOWNPROVIDE 1/4" HEX HEAD BOLT, 1-1/4" FENDER WASHER, AND LOCK WASHER, TYPINSETINSETBAR JOIST, TYPUNISTRUTTOP CHORD OF BAR JOIST PROVIDE LOCKING SPRING NUT, TYPPROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO TOP CHORD OF BAR JOIST PROVIDE ALL-THREAD CONNECTION TO ELECTRICAL EQUIPMENTPROVIDE 1/4" ALL-THREAD,1-1/4" FENDER WSHER, LOCK WASHER AND NUT, TYPPROVIDE LOCKING SPRING NUTREF MANUFACTURER'S "GENERAL FITTINGS SPECIFICATIONS" FOR DESIGN BOLT TORQUEUNISTRUT SHALL SUPPORT NO MORE THAN 100LBS IF P3300 IS USED AND NO MORE THAN 215LBS IF P3000 IS USEDNO CONNECTION OF ANY KIND SHALL BE MADE TO JOIST WEB MEMBERS OR JOIST BRIDGINGALL-THREAD SHALL BE A SOLID PIECE. NO SPLICES ALLOWEDCONTRACTOR SHALL INSTALL LIGHT FIXTURES PER MANUFACTURER RECOMMENDATIONSPROVIDE 1/4" HEX HEAD BOLT,1-1/4" FENDER WASHER, AND LOCK WASHER, TYPINSETINSETINSETINSETINSETCONTRACTOR SHALL PROVIDE AND CONNECT ALL POWER AND CONTROL WIRING BETWEEN LIGHT FIXTURES WHEN ROW OF FIXTURES IS INTERRUPTEDFIXTURES SHIPPED FULLY ASSEMBLED WITH ELECTRICAL & MECHANICAL CONNECTORS FOR CONTINUOUS ROW MOUNTINGCONTRACTOR HAS THE OPTION TO USE EITHER METHOD OF INSTALLATION SHOWNTIGHTEN FURNISHED HANGER SCREW TO SECURE HANGER TO FIXTURE, TYPSLIDING HANGER FURNISHED WITH FIXTURE, TYPFLANGE CLIP (CADDY M24S OR EQUAL) NUT AND LOCKWASHERBOTTOM CHORD OF BAR JOISTBAR JOIST TYPTIGHTEN FURNISHED HANGER SCREW TO SECURE HANGER TO FIXTURE, TYPSLIDING HANGER FURNISHED WITH FIXTURE, TYPPROVIDE 1-1/4" FENDER WASHERS, TYPPROVIDE 1/4" HEX HEAD BOLT, NUT AND LOCKWASHER, TYPATTACH AND ALIGN FIXTURES USING SCREWS, ANCHORS, AND/OR TABS FURNISHED WITH FIXTURESUNISTRUTTOP CHORD OF BAR JOISTPROVIDE LOCKING SPRING NUT, TYPPROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO TOP CHORD OF BAR JOISTPROVIDE ALL-THREAD CONNECTION FOR END OF ROW FIXTURES EXTENDING FURTHER THAN 2'-0", UNSUPPORTEDBLANK MALE CONNECTOR AND DECORATIVE END CAP AT END OF EACH ROW FURNISHED WITH FIXTURETIGHTEN FURNISHED HANGER SCREW TO SECURE HANGER TO FIXTURE, TYPSLIDING HANGER FURNISHED WITH FIXTURE, TYPPROVIDE 1/4" ALL-THREAD, 1-1/4" FENDER WASHER LOCK WASHER AND NUT, TYPCONTRACTOR SHALL PROVIDE ALL UNISTRUT AND HARDWARE NECESSARY TO SPAN BAR JOIST AS REQUIRED FOR A COMPLETE INSTALLATION OF THE LIGHTING SYSTEM.COURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 4:38:31 PMC:\Users\jbrickman\Desktop\2018 Local\05240_Ithaca_NY_150_L_MEP_V18_jbrickman.rvtE1.3LIGHTINGDETAILS ANDSCHEDULESTR18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYNTS1GENERAL ELECTRICAL CONNECTIONS TO STRUCTURE07/27/18EL33NTS2SALES FLOOR LIGHTING07/27/18 EL02"OW" FIXTURES AND LAMPS ARE FURNISHED BY THE OWNER FOR INSTALLATION BY THE CONTRACTOR. "GC" FIXTURES AND LAMPS ARE FURNISHED AND INSTALLED BY THE CONTRACTOR.LIGHT FIXTURE SCHEDULETYPESUPPLIEDBYDESCRIPTION VENDOR MODEL VOLTAGEINPUTVACOLORTEMPLIGHT SOURCELAMPQTYMOUNTING COUNT2C GC 4' FLUORESCENT STRIP DAY-BRITE T232-UNV-1/2EB-LP-TH2 120/277 58 VA 5000K F32T8/TL850/PLUS/ALTO 2 SURFACE 17 OW 1' x 4' VOLUMETRIC TROFFER CREE, INC. ZR14M-40L-40K-10V-FD 120/277 30 VA 4000K INTEGRAL LED - RECESSED 169 OW 2' x 2' VOLUMETRIC TROFFER CREE, INC. ZR22C-40L-40K-10V-FD 120/277 32 VA 4000K INTEGRAL LED - RECESSED 3110 OW 2' x 4' VOLUMETRIC TROFFER CREE, INC. ZR24M-40L-40K-10V-FD 120/277 30 VA 4000K INTEGRAL LED - RECESSED 1217 OW EMERGENCY LIGHT REXEL EV4I 120/277 3 VA - INTEGRAL LED - WALL 434 OW 8' STRIP CONTINUOUS ROW ACUITY BRANDS LIGHTING, INC. CLX L96 8000LM SEF RDL MVOLT GZ10 40K 80CRI PLR1LVG WH 120/277 53 VA 4000K INTEGRAL LED - REF DETAILS 2265 OW 2' VANITY LIGHT REXEL LLMS-2-L17/835-S-SQ-UNV 120/277 21 VA 3500K INTEGRAL LED - WALL 1468R OW CIRCULAR RECESSED DOWNLIGHT CREE, INC. LR6-10L-35K-277V w/ RR6-277V 120/277 12 VA 3500K INTEGRAL LED - RECESSED 57ISSUE BLOCK FRONTDDDDDDCCCCCBBDDDDDDCCCCCBB07/09/18JJJJE22E24CONTROL BOX PROVIDED BY SIGN INSTALLER WITH FACTORY INSTALLED DISCONNECT SWITCH. VERIFY LOCATION WITH SIGN INSTALLER PRIOR TO INSTALLATION16.902E23REUSE EXISTING SIGNAGE CIRCUIT L2P-9. EXTEND CIRCUITRY AS REQUIRED TO NEW CONNECTIONS. REUSE ALL CONTROLS ASSOCIATED WITH THE CIRCUIT.E2.23E2.22E2.31E2.34E2.35E2.24VENDINGBREAKROOMMENWOMENALCOVEFAMILY TOILETEDC1OGPSTOCKROOMEDC2WOMENMENCOURTESYDESKEDC5E51ABCDEFGHJK123456789101112131415TIRE & LUBE SERVICE AREACUSTOMER SERVICEE25EDC4PANEL LTS2PANEL LVCL4D2RD8021.045RD8021.045RD8021.14516.470L1D3-58EYE WASH STATIONSERVICE DELIE2.36BIKE ASSEMBLY DESKE2.25PICKUPSTORAGEE2.32RECYCLE CENTER(20A-1P)GE22REUSE EXISTING SIGNAGE CIRCUIT L2P-11. EXTEND CIRCUITRY AS REQUIRED TO NEW CONNECTIONS. REUSE ALL CONTROLS ASSOCIATED WITH THE CIRCUIT.CONTROL BOX PROVIDED BY SIGN INSTALLER WITH FACTORY INSTALLED DISCONNECT SWITCH. VERIFY LOCATION WITH SIGN INSTALLER PRIOR TO INSTALLATION16.902DETAIL REMOVED: NO ELECTRICAL POWER SCOPE IN THIS AREA. REFERENCE ARCHITECTURAL116.492COILINGFIRESHUTTER16.492WON DOORS,CONTROL PANEL AND120V CONDUCTORSAT SMOKE DETECTORSE26AP OFFICEE27L1U1L1D3H1A2H1A1-2L1PL1D2L1D1-2T1DTPLH1B1H1P2LPLTELEPHONEBACKBOARDJ4EDC1L1D1-1H1P1H1A1-1H1B2MSB2MSB1FIRE CONTROLBOARDNOVAR CONTROLBOARDTFST2BL2BL2PL2D1-1L2D1-2L2D2LFSH2BH2PH2AL2UBEDC2L5D-2L5D-1T5DEDC5EDC4CONTACTOR - C2CONTACTOR - C1(STACKED)L4D1-1L4D1-2T4D1 (ABOVE)T4D2 (BELOW)H4CH4BNOVARDISCONNECTB16.68916.666TYP OF 4TYP OF 4APOFFICE16.47016.47016.47016.470L5D-60L5D-68L5D-70L5D-72F1213PUSHBUTTON FOR ELECTROMAGNETICLOCK AT DOOR LEADING TO LUBE/TIRECHANGING AREA. COORDINATE EXACTLOCATION WITH CONSTRUCTIONMANAGER PRIOR TO ROUGH-IN.RECONNECT TO EXISTINGELECTROMAGNETIC LOCK ATDOOR. COORDINATE EXACTREQUIREMENTS WITHCONSTRUCTION MANAGERPRIOR TO ROUGH-IN.COURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.07/12/197/12/2019 11:17:05 AMC:\Users\gstang\Documents\05240_Ithaca_NY_150_L_MEP_V18_mbailey_gstang.rvtE2POWER PLANGS18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY1. TELEPOWER POLE(S): MOUNT JUNCTION BOX(ES) TO TOP SIDE OF BOTTOM CHORD OF BAR JOIST. INSTALL FURNISHED POWER POLE AND TERMINATE WIRING TO JUNCTION BOX. PROVIDE UNISTRUT SUPPORTS AND HARDWARE TO SECURE TELEPOWER POLE PLUMB TO BUILDING STRUCTURE. REF POWER POLE CONNECTION DETAIL.2. PROVIDE LIQUID-TIGHT FLEXIBLE METAL CONDUIT AND WIRING FROM DISCONNECT SWITCH OR JUNCTION BOX TO EQUIPMENT KNOCKOUT OR ELECTRICAL CONNECTION POINT.3. WHERE EQUIPMENT NAMEPLATE PROTECTIVE DEVICE RATING DIFFERS FROM SIZE PROVIDED, CHANGE OUT BRANCH CIRCUIT WIRING AND OVERCURRENT DEVICE TO APPROPRIATE RATING PER NEC.4. ELECTRONIC FIRE PROTECTION/SECURITY ALARM BOXES AND CONDUITS SHOWN ON POWER PLANS SHALL BE PROVIDED UNDER THIS CONTRACT. IN ADDITION, UNLESS NOTED OTHERWISE, THE FOLLOWING GENERAL NOTES APPLY:A. ALL ALARM JUNCTION BOXES SHALL BE 4"X4"X2-1/8" MINIMUM.B. ALARM RACEWAYS SHALL BE 3/4" MINIMUM WITH PULL WIRE AND INSULATING BUSHINGS AT END OF VERTICAL RACEWAY RUN.C. VERTICAL RACEWAYS FROM ALARM BOXES SHALL BE EITHER CONCEALED INSIDE WALL OR SURFACE MOUNTED (TO MATCH JUNCTION BOX MOUNTING). ALL VERTICAL RUNS SHALL BE TURNED 90-DEGREES AT TOP SIDE OF BOTTOM CHORD OF BAR JOIST AND EXTENDED HORIZONTALLY TO A LOCATION ACCESSIBLE BY VERTICAL FLOOR TYPE LIFT.5. UPON COMPLETION OF ELECTRICAL INSTALLATION AND PRIOR TO ENERGIZING CIRCUIT:A. INSPECT WIRE AND CABLE FOR PHYSICAL DAMAGE.B. PERFORM CONTINUITY TEST.C. VERIFY PROPER PHASING CONNECTION TO ALL THREE PHASE MOTOR LOADS.6. REPLACE ANY MISSING, DAMAGED OR BROKEN RECEPTACLES AND COVER PLATES THROUGHOUT THE INTERIOR AND EXTERIOR OF THE STORE.GENERAL POWER NOTES02.23.18KEYNOTES16.470 FURNISH AND INSTALL NEW 20 AMP, 120 VOLTCIRCUIT(S). FEED FROM PANELBOARD ASINDICATED. PROVIDE 20A-1P CIRCUIT BREAKERIF NEEDED. E.C. SHALL MATCH MANUFACTURER,TYPE AND AIC RATINGS OF EXISTING CIRCUITBREAKERS. E.C. SHALL VERIFY PRIOR TOROUGH-IN THAT EXISTING PANELBOARD HASSPARE CAPACITY TO ACCOMMODATEADDITIONAL LOAD.16.492 E.C. SHALL COORDINATE WITH GENERALCONTRACTOR AND ARCHITECTURALDEMOLITION PLANS THE EXTENT OF ELECTRICALDEMOLITION. REMOVE CONDUITS AND WIRESALL THE WAY BACK TO ORIGINATING JUNCTIONBOXES OR PANELBOARDS. DEMOLITION SHALLNOT AFFECT ACTIVE CIRCUITS. LABELDEMOLISHED CIRCUIT(S) IN PANELBOARDS AS"SPARE". COORDINATE EXACT REQUIREMENTSWITH EXISTING CONDITIONS PRIOR TO BID.16.666 PROVIDE JUNCTION BOX FOR WALL MOUNTEDMONITOR WITH 3/4" CONDUIT TO ACCESSIBLECEILING SPACE. COORDINATE FINAL LOCATIONAND ROUTING WITH CCTV INSTALLER PRIOR TOROUGH-IN.16.689 RECEPTACLE FOR WALL MOUNTED MONITOR.COORDINATE FINAL LOCATION AND MOUNTINGHEIGHT OF RECEPTACLE WITH CCTV INSTALLERPRIOR TO ROUGH-IN.16.902 EXTERIOR SIGN POWER: WHERE ELECTRICALCONNECTIONS FOR SIGNAGE OCCUR BELOWROOF LINE, MOUNT JUNCTION BOX(ES) TO WALLAT SIGN CONNECTION POINT AND PROVIDE 3/4"CONDUIT TO CONTROL BOX FOR LOW VOLTAGEWIRING (INSTALLED BY OTHERS). REFER TOARCHITECTURAL DRAWINGS FOR EXACT SIGNLOCATION(S) PRIOR TO INSTALLATION. WHEREELECTRICAL CONNECTIONS FOR SIGNAGEOCCUR ABOVE ROOF LINE, PROVIDE UNISTRUTTO MOUNT JUNCTION BOXES TO BACK SIDE OFPARAPET AND PROVIDE 3/4" CONDUIT TOCONTROL BOX FOR LOW VOLTAGE WIRING(INSTALLED BY OTHERS). PROVIDE ONLY ONEPENETRATION THROUGH THE ROOF. REFARCHITECTURAL EXTERIOR WALL SECTIONSAND SIGN ATTACHMENT FOR ROOF ANDPARAPET PENETRATION REQUIREMENTS.1" = 30'-0" 1POWER PLAN1/4" = 1'-0" 2ELECTRICAL ROOM #11/4" = 1'-0" 3ELECTRICAL ROOM #21/4" = 1'-0" 4ELECTRICAL ROOM #5COORDINATE WITH GENERAL CONTRACOR THE REMOVAL OF WIRING TO EXISTING RFID EQUIPMENT. REMOVE EXISTING POWER ANDDATA CONDUIT WHIPS TO EQUIPMENT. REMOVE POWER CONDUCTORS, COIL DATA CABLING TO NEAREST JB WITH COVERPLATE.REFERENCE ARCHITECTURAL DEMOLITION PLANS FOR QUANTITIES AND LOCATIONS.16.492RFID1/4" = 1'-0" 5ELECTRICAL ROOM #42221/4" = 1'-0" 6AP OFFICE POWER PLAN323441/8" = 1'-0" 7AUTO CENTER SWITCH DETAIL55ISSUE BLOCK1 REV #1 03/01/192 ADD #1 03/18/193CCD #1 04/15/194CCD #3 05/24/195CCD #4 07/12/19 BADFRONTDDDDDDCCCCCBBDDDDDDCCCCCBBDDDDDDDDDDD DD DDOODSSL SSL07/09/18JJJJJJJJJJJJJJJJJJJJJJJJJFRONTDDDDDDCCCCCBBDDDDDDCCCCCBBJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJFRONTDDDDDDCCCCCBBDDDDDDCCCCCBBJJEXISTING TELEPOWER POLES: ALL EXISTING TELEPOWER POLES IN OPEN STRUCTURE AREAS THROUGHOUT THE STORE SHALL BE SECURED SIMILAR TO DETAIL 1-E3 WITH OPTION OF UTILIZING 2-1 1/2 INCH RIGID PVC SPLIT DUCT TYPE SLEEVE FROM PRIME CONDUIT MWE INC, VIKIMATIC, OR INNERDUCT. COORDINATE WORK WITH WALMART STORE MANAGER AND CONSTRUCTION MANAGER TO MINIMIZE DISRUPTIONS TO STORE OPERATION AND ANY EQUIPMENT SERVED BY EACH POWER POLE.POWER ZONE #1ABCDEFGHJK123456789101112131415POWER ZONE #2POWER ZONE #3POWER ZONE #4POWER ZONE #5POWER ZONE #6POWER ZONE #7POWER ZONE #10POWER ZONE #8POWER ZONE #9POWER ZONE #11POWER ZONE #12POWER ZONE #13POWER ZONE #14POWER ZONE #15E2.12E2.26E2.3724' - 6"20' - 0"17' - 0"26' - 1"26' - 1"4' - 0"L5D-5316.95718C,PD4TYP OF 33' - 3"8' - 8"22' - 9"11A,PD2TYP OF 210' - 6"2' - 9"14' - 0"16.95716.95716.957L1D1-69L3D-6L1D1-72,74,76L1D1-6012B09C09AMGH12A,PD19' - 8"11' - 10"10B,PD116.470L3D-429' - 5"9' - 0"9' - 0"2' - 4"16.470L1P-3111A,PD2TYP OF 31' - 5"98A,+20"L4D2-8316.4700' - 7"40A,+20"16.957LRX-143' - 5"16' - 7"17' - 0"7' - 4"7' - 6"7' - 5"LBX,PD1LBX,PD1TYP OF 216.47016.470L1D1-65L1D1-670' - 6"9' - 0"16.957L2D1-30FTR, MGHPD1,SIMILARCONDUIT ANDRECEPTACLES 8" ABOVEOPEN GRID, TYP OF 33/4" CONDUIT FOR DATAROUTED WITH POWERPOWER AND DATA CONDUITSHALL DROP AT THISLOCATION. ROUTE FRONTDESK POWER AND DATACONDUIT AT 8"AFF TOLOCATION SHOWN5E36' - 4"20' - 9"1E344ATYP16.470L1D1-6822' - 7"20' - 8"07B,PD416.470L1D1-70LOT16.470L1D1-513' - 4"40C,+20"10A16.95713' - 10"1' - 7"16.957L1D1-64,6611' - 1"C5678E2.139' - 3"9' - 7"17' - 6"7' - 11"7' - 11"8' - 7"19' - 9"10' - 8"16' - 8"11' - 5"11' - 0"49' - 3"7' - 11"7' - 10"12' - 2"17' - 9"1' - 9"0' - 10"19' - 7"15' - 7"7' - 11"7' - 11"7' - 11"14' - 7"11' - 8"7' - 9"7' - 2"39' - 6"7' - 4"7' - 4"1' - 5"6' - 10"7' - 4"5' - 10"1' - 6"7' - 11"7' - 2"7' - 5"1' - 11"7' - 4"7' - 3"5' - 5"16.405TYP OF 216.405TYP OF 716.405TYP OF 216.47016.47216.47080B,PD4PROVIDE 8/4 SOCORD WITH L14-30CORD CONNECTORAT 1'-6"AFFPROVIDE 12/3 SO CORD FROMJUNCTION BOX AT STRUCTUREWITH L5-15 CORD CONNECTOR.CASE IS FURNISHED WITH L5-15PLUG.L2D2-21 L2D2-18L2D2-30UPSUPSUPSL2U-15L2U-15L2U-1516.03216.95716.03216.957UPS16.03216.957ATTENDANTSTATIONATTENDANTSTATION16.47082B82BL2D1-8416.47016.957L2D1-27L2D1-23L2D1-29L2D1-23L2D1-67L2D1-25L2D1-25L2D1-21L2D1-21L2U-17L2D1-67L2D1-25L2D1-2916.03216.47016.95716.95716.03216.03216.95716.95716.95716.95716.03216.95716.03216.95716.95716.03216.95716.957MGH,PD216.957L2D1-56UPSUPSUPSUPSUPSUPSUPSUPSUPS16.470L2D1-56L2U-9L2D1-80L2U-7L2U-7L2U-5L2U-5L2D1-41L2D1-82L2D1-80L2D1-75L2D1-41L2D1-78L2D1-75L2D1-78L2D1-37L2D1-39L2D1-78L2D1-37L2D1-39L2D1-24L2D1-22L2D1-24 L2D1-22L2D1-24L2D1-22L2D1-26L2D1-12L2D1-26 L2D1-12L2D1-26L2D1-1416.03216.03216.03216.03216.03216.03216.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.03216.03216.03216.03216.03216.03216.03216.03216.03216.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.957EXISTING TELEPOWER POLES: EXISTING TELEPOWER POLES IN OPENSTRUCTURE AREAS SHALL BE SECURED SIMILAR TO DETAIL 1-E3 WITHOPTION OF UTILIZING 2-1/2 INCH RIGID PVC SPLIT DUCT TYPE SLEEVEFROM PRIME CONDUIT MWE INC, VIKIMATIC, OR INNERDUCT.COORDINATE WORK WITH WALMART STORE MANAGER ANDCONSTRUCTION MANAGER TO MINIMIZE DISRUPTIONS TO STOREOPERATION AND ANY EQUIPMENT SERVED BY EACH POWER POLE.ONLY CHECKSTAND POWER POLES DESIGNATEDAS "UPS" SHALL BE CONNECTED TO A UPSCIRCUIT. NO CHECKSTAND BELTS OR COOLERSARE PERMITTED TO CONNECT TO UPS POWER.PLUG IN ALL COOLERS TO NEARESTPOWER POLE. NO MORE THAN TWOCOOLERS ARE PERMITTED TO CONNECTTO A SINGLE POWER POLE.EXISTING CHECKOUTSBEING REMOVED:16.492516.47016.472(20A-2P)30A DISCONNECT MOUNTEDAT STRUCTURE. LOCATED ASNEAR AS POSSIBLE TO TOWERFACTOR INSTALLED JUNCTIONBOX AS POSSIBLE.RECEPTACLE AT STRUCTUREFOR OIM COMPUTER.AUTOMATEDEQUIPMENTFACTORY INSTALLEDJUNCTION BOX, FINALCONNECTIONS MADEBY EC WITH #12W(15FTMAXIMUM)DATA CONNECTIONBY OTHERSAUTOMATED LOCKERPOWER POLE. DATABY WALMART (LVCONTRACTOR)TYP OF 2.EXISTING CHECKOUTSBEING REMOVED:16.492L2D2-23L2D1-51COURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.04/15/194/12/2019 3:56:43 PM05240_Ithaca_NY_150_L_MEP_V18_mbailey_detached.rvtE2.1POWERDROP PLANMB18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYDESCRIPTIONMOUNT RECEPTACLE(S) ON TOP OF DISPLAY UNIT(S)MOUNT RECEPTACLE(S) 6" ABOVE BASE OF DISPLAY ON UNIT(S) SO THAT RECEPTACLE(S) AND CONDUIT DO NOT INTERFERE WITH SHELF HEIGHT ADJUSTMENTSPROVIDE DIRECT CONNECTION TO EQUIPMENTOPEN STRUCTURE: MOUNT RECEPTACLE AT BAR JOIST AND INSTALL FURNISHED CORD REEL.LAY-IN CEILING: PROVIDE RECESSED CEILING RECEPTACLE AND INSTALL FURNISHED CORD REEL BELOW CEILING. CORD REEL SHALL BE MOUNTED TO CEILING FAN RATED JUNCTION BOX SECURED TO LAY-IN CEILING WITH T-BAR BOX HANGER. PROVIDE 1/2" THREADED STEEL ROD FROM JUNCTION BOX TO BOTTOM OF STRUCTURAL JOIST OR CHANNEL STRUT BRIDGING ABOVE FOR SUPPORT.POWER DROP SCHEDULE07.28.17NO.PD1PD2PD3PD41. POWER DROPS WILL BE IDENTIFIED BY AN IPTV TAG OR POWER TAG, I.E. 44A, 46E, ETC. ALL CHECKOUT POWER SHALL BE CONSIDERED POWER DROPS.2. A REVISION OF THIS PLAN BASED ON THE FINAL MERCHANDISE LAYOUT MAY BE ISSUED TO SHOW FINAL LOCATIONS FOR THE POWER DROPS. IF THE MERCHANDISE PLAN DOES NOT CHANGE, THIS PLAN WILL NOT BE REISSUED. PROVIDE CIRCUITRY TO DISPLAY RACKS AS THE RACKS ARE SET. IN ADDITION, THE FOLLOWING POWER DROP NOTES APPLY:A. THERE WILL BE NO ADDITIONAL CHARGE FOR DROP RELOCATION WITHIN POWER DROP ZONES DEFINED ON DRAWING.B. AT CLOSE OF PROJECT THE GENERAL CONTRACTOR AND CONSTRUCTION MANAGER SHALL REVIEW ADDITIONAL OR DELETED POWER DROPS WITHIN EACH ZONE TO VERIFY ANY ADDITIONAL CHARGES OR CREDITS THAT APPLY DUE TO CHANGES.C. ADDING OR SUBTRACTING A POWER DROP TO ANY ZONE WILL RESULT IN A CHARGE OR CREDIT ACCORDING TO SPECIAL CONDITIONS.3. PROVIDE JUNCTION BOX AND CIRCUITRY TO NEAREST JOIST ABOVE LOCATION SHOWN ON DRAWING. EXTEND CONDUIT AND CIRCUITRY FROM JUNCTION BOX TO ENDCAP OF DISPLAY RACK (AWAY FROM ACTION ALLEY).4. PROVIDE CONDUIT, RECEPTACLE(S) AND FINAL CONNECTIONS AT DISPLAY RACK SHELVING PER POWER DROP SCHEDULE UNLESS NOTED OTHERWISE ON DRAWING. VERIFY EXACT HEIGHT AND LOCATION OF RECEPTACLE(S) WITH STORE PLANNING SET-UP SUPERVISOR PRIOR TO INSTALLATION.5. POWER DROPS FED FROM TRACK BUSWAY:INSTALL PLUG-IN UNIT AT A POINT ON TRACK BUSWAY NEAREST POWER DROP(S).POWER DROP NOTES03.27.15KEYNOTES16.032 CONNECT TO POWER POLE ORANGETWIST-LOCK.16.405 LPTV MONITOR: MOUNT RECEPTACLE AT BARJOIST FOR LPTV POWER SUPPLY. POWERSUPPLY PROVIDED BY OTHERS. COORDINATEFINAL RECEPTACLE PLACEMENT WITH MONITORINSTALLER.16.470 FURNISH AND INSTALL NEW 20 AMP, 120 VOLTCIRCUIT(S). FEED FROM PANELBOARD ASINDICATED. PROVIDE 20A-1P CIRCUIT BREAKERIF NEEDED. E.C. SHALL MATCH MANUFACTURER,TYPE AND AIC RATINGS OF EXISTING CIRCUITBREAKERS. E.C. SHALL VERIFY PRIOR TOROUGH-IN THAT EXISTING PANELBOARD HASSPARE CAPACITY TO ACCOMMODATEADDITIONAL LOAD.16.472 FURNISH AND INSTALL NEW CIRCUIT BREAKER(##A-#P) IN EXISTING PANELBOARD INDICATED.E.C. SHALL MATCH MANUFACTURER, TYPE ANDAIC RATINGS OF EXISTING CIRCUIT BREAKERS.E.C. SHALL VERIFY PRIOR TO ROUGH-IN THATEXISTING PANELBOARD HAS SPARE CAPACITYTO ACCOMMODATE ADDITIONAL LOAD.16.492 E.C. SHALL COORDINATE WITH GENERALCONTRACTOR AND ARCHITECTURALDEMOLITION PLANS THE EXTENT OF ELECTRICALDEMOLITION. REMOVE CONDUITS AND WIRESALL THE WAY BACK TO ORIGINATING JUNCTIONBOXES OR PANELBOARDS. DEMOLITION SHALLNOT AFFECT ACTIVE CIRCUITS. LABELDEMOLISHED CIRCUIT(S) IN PANELBOARDS AS"SPARE". COORDINATE EXACT REQUIREMENTSWITH EXISTING CONDITIONS PRIOR TO BID.16.957 CONNECT CIRCUIT(S) TO EXISTING BRANCHCIRCUITRY. MINIMUM WIRE SIZE ANDPANELBOARD CIRCUIT ARE NOTED. VERIFY SIZE,RATING AND CONDITION OF EXISTING BRANCHCIRCUIT CONDUIT AND WIRE PRIOR TO USE TOENSURE THAT THEY MEET REQUIRED SIZE, ANDALL U.L. RATINGS AND REPLACE AS REQUIRED. 1" = 30'-0" 1POWER DROP PLAN 1/8" = 1'-0" 2POWER ZONE #1 POWER DROP PLAN 1/8" = 1'-0" 3INLANE TOWER POWER PLANENTIRE SHEET122ISSUE BLOCK1 REV #1 03/01/192 CCD#1 04/15/19 AAJJJJJJJJJJJJJJ16.470COORDINATE DEVICE LOCATIONS FORDIGITAL MENU BOARDS WITH STORESETUP SUPERVISOR PRIO TOROUGH-IN.DIGITAL MENUBOARDS, +80"L5D-66COURTESYDESKB8(20A-1P)16.619TYPWOMENMEN16.W1616.W16PROVIDE STAINLESS STEEL COVERPLATES TYP IN RESTROOMS AND FAMILY TOILETB716.470L5D-64LOTTERY EQUIPMENT(20A-1P)HDHDHD16.W0416.47016.W04REFER TO ARCHITECTURAL DETAILS ANDMANUFACTURER'S INSTRUCTIONS FOR ROUGH-INAND MOUNTING REQUIREMENTS, TYP OF 3FG1RD8021.045RD8021.045RD8021.145+54'' AFF+90" AFF+90" AFF+90" AFFFLEXIBLE WHIP FURNISHED WITH CASE AND WIRED TO JUNCTION BOX BY E.C., TYP.GC SHALL ENSURE SELF-CONTAINED CASE ELECTRICAL IS INSTALLED PRIOR TO CASE DELIVERYO.G.P.STOCKROOMPRINTER STANDMANAGER STATION16.47016.470L4D1-40L4D1-32(20A-1P)(20A-1P)16.47716.47716.47716.477(20A-2P)(20A-1P)(20A-1P)(20A-2P)(20A-1P)L4D1-50L4D1-52,54L4D1-56L4D1-58L4D1-60,6216.4775' - 11"10' - 4"14' - 10"EDC4CONTACTOR - C2CONTACTOR - C1(STACKED)L4D1-1L4D1-2T4D1 (ABOVE)T4D2 (BELOW)H4CH4BDISCONNECTPANEL LHCPICKUPSTORAGEKIOSKO.R.B16.492UNLESS NOTED OTHERWISE, EXISTING DEVICES & CIRCUITRY SHALL REMAIN MAINTAIN AS REQUIRED, TYP.C56' - 6"1' - 9"8' - 6"9' - 4"9' - 0"9' - 8"1' - 0"29' - 0"16.470L2P-41,42L2P-1,33L2P-6,88L2P-10,1212L2P-21,2323L2P-1416.95716.95716.95716.95716.95716E,PD1TYP OF 6COURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.03/01/192/28/2019 4:46:14 PMC:\Users\mbailey\Documents\05240_Ithaca_NY_150_L_MEP_V18_mbailey_mbailey.rvtE2.2ENLARGEDPOWERPLANSGS18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYKEYNOTES16.470 FURNISH AND INSTALL NEW 20 AMP, 120 VOLTCIRCUIT(S). FEED FROM PANELBOARD ASINDICATED. PROVIDE 20A-1P CIRCUIT BREAKERIF NEEDED. E.C. SHALL MATCH MANUFACTURER,TYPE AND AIC RATINGS OF EXISTING CIRCUITBREAKERS. E.C. SHALL VERIFY PRIOR TOROUGH-IN THAT EXISTING PANELBOARD HASSPARE CAPACITY TO ACCOMMODATEADDITIONAL LOAD.16.477 FURNISH AND INSTALL NEW CIRCUIT BREAKER(##A-#P) IN EXISTING PANELBOARD INDICATED.PROVIDE CIRCUIT BREAKER LOCKING DEVICE(LOCK-OFF FOR MAINTENANCE). E.C. SHALLMATCH MANUFACTURER, TYPE AND AIC RATINGSOF EXISTING CIRCUIT BREAKERS. E.C. SHALLVERIFY PRIOR TO ROUGH-IN THAT EXISTINGPANELBOARD HAS SPARE CAPACITY TOACCOMMODATE ADDITIONAL LOAD.16.492 E.C. SHALL COORDINATE WITH GENERALCONTRACTOR AND ARCHITECTURALDEMOLITION PLANS THE EXTENT OF ELECTRICALDEMOLITION. REMOVE CONDUITS AND WIRESALL THE WAY BACK TO ORIGINATING JUNCTIONBOXES OR PANELBOARDS. DEMOLITION SHALLNOT AFFECT ACTIVE CIRCUITS. LABELDEMOLISHED CIRCUIT(S) IN PANELBOARDS AS"SPARE". COORDINATE EXACT REQUIREMENTSWITH EXISTING CONDITIONS PRIOR TO BID.16.619 PROVIDE RECESSED ALARM JUNCTION BOX INCEILING WITH 4"X4"X"1-1/2" EXTENSION RINGWITH RACEWAY ROUTED TO NEARESTACCESSIBLE CEILING SPACE.16.957 CONNECT CIRCUIT(S) TO EXISTING BRANCHCIRCUITRY. MINIMUM WIRE SIZE ANDPANELBOARD CIRCUIT ARE NOTED. VERIFY SIZE,RATING AND CONDITION OF EXISTING BRANCHCIRCUIT CONDUIT AND WIRE PRIOR TO USE TOENSURE THAT THEY MEET REQUIRED SIZE, ANDALL U.L. RATINGS AND REPLACE AS REQUIRED.16.W04 120 VOLT GENERAL POWER CIRCUIT(S): FURNISHAND INSTALL NEW 20 AMP, 120 VOLT CIRCUIT(S),OR AS SPECIFIED ON DRAWINGS. FEED FROMNEAREST 120 VOLT PANEL, WITH ADEQUATESPACE AND AMPACITY. A. CIRCUIT BREAKER FORCIRCUITS INDICATED WITH (GFI) SHALL BE GFCITYPE FOR PERSONNEL PROTECTION.16.W16 EXISTING OFFICE AREAS AND/OR RESTROOMS,WILL BE REFURBISHED BY OTHERS. REMOVEALL ELECTRICAL ITEMS FROM WALLS ANDCEILING, INCLUDING HAND DRYERS,RECEPTACLES, SWITCHES, AND LIGHTINGFIXTURES AS REQUIRED. INSTALL ANDRECONNECT AFTER NEW FINISHES ARE INPLACE. COORDINATE EXTENT OF WORK WITHGENERAL CONTRACTOR AND WAL-MARTCONSTRUCTION MANAGER. 1/8" = 1'-0" 3COURTESY DESK POWER PLAN 1/8" = 1'-0" 4FRONT RESTROOMS POWER PLAN 1/4" = 1'-0" 2OGP POWER PLAN 1/4" = 1'-0" 5PICKUP STORAGE DEMOLITION POWER PLAN 1/8" = 1'-0" 6POWER ZONE #9 POWER DROP PLAN1DETAIL REMOVED: NO ELECTRICAL POWER SCOPE IN THIS AREA. REFERENCE ARCHITECTURALISSUE BLOCK1 REV #1 03/01/19 AAJJJJJJBADJJJJJJJJJJJJJJJJJJJJJJJJPROVIDE STAINLESS STEELCOVERPLATES TYP INRESTROOMS AND FAMILY TOILETFAMILYTOILET16.619TYPWOMENMEN16.W1616.W16H56HDHD16.W0416.W04REFER TO ARCHITECTURAL DETAILSAND MANUFACTURER'S INSTRUCTIONSFOR ROUGH-IN AND MOUNTINGREQUIREMENTS, TYP OF 2.16.47116.470L1D1-8L1U1-216.77516.492ELECTRICAL DEVICESAND UNUSED CIRCUITRYBRANCH CIRCUITRYREF 3-E2.3BREAKROOMH716.95716.95716.95716.47016.470+79"16.95716.95716.470L1D3-7 L1D3-5L1D3-9L1D3-68L1D3-7216.957L1D3-11L1D3-57L1D3-591E316.410BTYP OF 216.410BREFRIGERATORSFREEZERMICROWAVESCOFFEE MAKERMOUNT FLUSH INBACK OF CABINET+60", +42", +24"+44", PROVIDE STAINLESSSTEEL COVERPLATE, TYPOF 3 ABOVE COUNTER.PROVIDE PLUGMOLD S-20GB306TRGFI (STAINLESS STEEL)WITH MATCHING POWER FEED AND END FITTINGS. REFARCHITECTURAL DETAILS FOR EXACT LOCATION, TYP OF 2.+38", PROVIDE PLUGMOLD S-20GB509TRUSBA(STAINLESS STEEL) WITH MATCHING POWERFEED AND END FITTINGS.16.47016.957L1D3-6216.50816.508+54"+54"BREAKROOMPLUGMOLD PROCUREMENT:CONTRACTOR TO FURNISH AND INSTALLNEW PLUGMOLD AS SPECIFIED ON PLANS.CONTACT:REXELWILLIAM MARR(479) 751-7123WILLIAM.MARR@REXELUSA.COM16.95716.131ETRL1D3-64L1D3-66H7L1D3-70L1D3-55J716.95716.95716.489VENDINGTYP OF 4L1D3-48L1D3-4216.95716.957L1D3-46L1D3-44H10BIKE BUILDERS DESK16.470L1D3-56STOCKROOM-GMCLAIMSAFCAFC(20A-1P)34PANEL LRC16.47216.47216.47216.47216.472LRC-7,9,11LRC-1,3,5LRC-13,15,17LRC-25,27,29LRC-19,21,23AIR CURTAINRECYCLECENTERGH78E2.3816.4521"C16.22816.67316' - 0"12' - 7"3' - 5"16' - 0"16' - 0"12' - 7"3' - 5"2' - 9"9' - 8"5' - 11"2' - 1"25' - 6"3' - 10"9' - 7"5' - 11"2' - 1"4' - 4"3' - 4"13' - 11"10' - 6"10' - 0"10' - 0"2' - 10"7' - 2"9' - 6"10' - 0"2' - 4"6' - 5"FURNISH AND INSTALL QUADRECEPTACLES IN WIRELESS ANDCHECKOUT KIOSK THAT DOES NOTCONTAIN A POWERPOLE, TYP.72MPD372MPD372MPD372MPD372MPD372MPD3MOVPD1ENGPD2ENGPD2ENGPD2ENGPD2ENGPD2ENGPD2ENGPD2ENGPD2ENGPD2ENGPD2ENGPD2ENGPD2ENT ENT ENT72A72A05HPD41E3TYPPHOTO LAB16.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.95716.957L1P-1,3L1P-5,7L1P-9,11L1P-13,15L1P-17,19L1P-25L1P-27L1D1-47L1D1-54L1D1-56L1D1-58L1P-32L1P-40L1P-42L1P-23L1P-37L1P-39L1P-41L1P-21L1D1-43L1D1-45L1P-33,35L1D1-50L1D1-5235L1D1-4987B4' - 7"10' - 3"16.957L1P-218WIDEFORMATPRINTERDLPRINTERPHASER ANDSP UNITROUTE POWER AND DATA/VOICE CONDUITSFROM THE STRUCTURE ABOVE DOWN TO THEPHOTO LAB COUNTERS THROUGH POWERPOLE WHEN PHOTO LAB IS LOCATED ONTHE SALES FLOOR.VOICE/DATA BOX PRE-INSTALLED BYCABINET MANUFACTURER.OUTLET BOX PRE-INSTALLED BY CABINETMANUFACTURER. FURNISH AND INSTALLRECEPTACLE, COVERPLATE AND CIRCUITRY.ALL EQUIPMENT IS SINGLE PHASE.ROUTE ALL CIRCUITRY THROUGH COUNTERSAND WALLS UNLESS OTHERWISE NOTED.PPPPPPPPPPPP16.W0416.W0416.W0416.W0416.W04COURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.04/15/194/12/2019 3:56:51 PM05240_Ithaca_NY_150_L_MEP_V18_mbailey_detached.rvtE2.3ENLARGEDPOWERPLANSGS18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1/8" = 1'-0" 1REAR RESTROOMS/ALCOVE POWER PLAN 1/8" = 1'-0" 3BREAKROOM DEMO POWER PLAN 1/4" = 1'-0" 4BREAKROOM RENO POWER PLAN 1/4" = 1'-0" 5VENDING POWER PLAN 1/4" = 1'-0" 6BIKE ASSEMBLY POWER PLAN 1/4" = 1'-0" 2RECYCLE CENTER POWER PLAN 1/8" = 1'-0" 7POWER ZONE #7 POWER DROP PLAN 1/4" = 1'-0" 8PHOTO LAB POWER PLANDESCRIPTIONMOUNT RECEPTACLE(S) ON TOP OF DISPLAY UNIT(S)MOUNT RECEPTACLE(S) 6" ABOVE BASE OF DISPLAY ON UNIT(S) SO THAT RECEPTACLE(S) AND CONDUIT DO NOT INTERFERE WITH SHELF HEIGHT ADJUSTMENTSPROVIDE DIRECT CONNECTION TO EQUIPMENTOPEN STRUCTURE: MOUNT RECEPTACLE AT BAR JOIST AND INSTALL FURNISHED CORD REEL.LAY-IN CEILING: PROVIDE RECESSED CEILING RECEPTACLE AND INSTALL FURNISHED CORD REEL BELOW CEILING. CORD REEL SHALL BE MOUNTED TO CEILING FAN RATED JUNCTION BOX SECURED TO LAY-IN CEILING WITH T-BAR BOX HANGER. PROVIDE 1/2" THREADED STEEL ROD FROM JUNCTION BOX TO BOTTOM OF STRUCTURAL JOIST OR CHANNEL STRUT BRIDGING ABOVE FOR SUPPORT.POWER DROP SCHEDULE07.28.17NO.PD1PD2PD3PD41. POWER DROPS WILL BE IDENTIFIED BY AN IPTV TAG OR POWER TAG, I.E. 44A, 46E, ETC. ALL CHECKOUT POWER SHALL BE CONSIDERED POWER DROPS.2. A REVISION OF THIS PLAN BASED ON THE FINAL MERCHANDISE LAYOUT MAY BE ISSUED TO SHOW FINAL LOCATIONS FOR THE POWER DROPS. IF THE MERCHANDISE PLAN DOES NOT CHANGE, THIS PLAN WILL NOT BE REISSUED. PROVIDE CIRCUITRY TO DISPLAY RACKS AS THE RACKS ARE SET. IN ADDITION, THE FOLLOWING POWER DROP NOTES APPLY:A. THERE WILL BE NO ADDITIONAL CHARGE FOR DROP RELOCATION WITHIN POWER DROP ZONES DEFINED ON DRAWING.B. AT CLOSE OF PROJECT THE GENERAL CONTRACTOR AND CONSTRUCTION MANAGER SHALL REVIEW ADDITIONAL OR DELETED POWER DROPS WITHIN EACH ZONE TO VERIFY ANY ADDITIONAL CHARGES OR CREDITS THAT APPLY DUE TO CHANGES.C. ADDING OR SUBTRACTING A POWER DROP TO ANY ZONE WILL RESULT IN A CHARGE OR CREDIT ACCORDING TO SPECIAL CONDITIONS.3. PROVIDE JUNCTION BOX AND CIRCUITRY TO NEAREST JOIST ABOVE LOCATION SHOWN ON DRAWING. EXTEND CONDUIT AND CIRCUITRY FROM JUNCTION BOX TO ENDCAP OF DISPLAY RACK (AWAY FROM ACTION ALLEY).4. PROVIDE CONDUIT, RECEPTACLE(S) AND FINAL CONNECTIONS AT DISPLAY RACK SHELVING PER POWER DROP SCHEDULE UNLESS NOTED OTHERWISE ON DRAWING. VERIFY EXACT HEIGHT AND LOCATION OF RECEPTACLE(S) WITH STORE PLANNING SET-UP SUPERVISOR PRIOR TO INSTALLATION.5. POWER DROPS FED FROM TRACK BUSWAY:INSTALL PLUG-IN UNIT AT A POINT ON TRACK BUSWAY NEAREST POWER DROP(S).POWER DROP NOTES03.27.15KEYNOTES16.131 CONNECT TO EXISTING CIRCUIT. E.C. SHALLVERIFY PRIOR TO ROUGH-IN THAT EXISTINGCIRCUIT HAS SPARE CAPACITY TOACCOMMODATE ADDITIONAL LOAD.16.228 INSTALL RECEPTACLE IN PROVIDED DATAENCLOSURE. COORDINATE LOCATION OFRECEPTACLE WITH ISD CABLE VENDOR.16.410B COUNTER MOUNTED DEVICES: ROUTE BRANCHCIRCUITRY THROUGH OWNER FURNISHED BLANKPOWER POLE. ROUTE FLEXIBLE METALCONDUITS ALONG INSIDE BACK WALL OFCABINET.16.452 SOUND SYSTEM CONDUIT: STUB CONDUIT (WITHPULL WIRE) FROM BELOW SHELVING UNIT TOBAR JOIST. PROVIDE BUSHING AT EACH END.16.470 FURNISH AND INSTALL NEW 20 AMP, 120 VOLTCIRCUIT(S). FEED FROM PANELBOARD ASINDICATED. PROVIDE 20A-1P CIRCUIT BREAKERIF NEEDED. E.C. SHALL MATCH MANUFACTURER,TYPE AND AIC RATINGS OF EXISTING CIRCUITBREAKERS. E.C. SHALL VERIFY PRIOR TOROUGH-IN THAT EXISTING PANELBOARD HASSPARE CAPACITY TO ACCOMMODATEADDITIONAL LOAD.16.471 FURNISH AND INSTALL NEW 20 AMP, 120 VOLTISOLATED GROUND CIRCUIT(S). FEED FROMPANEL BOARD AS INDICATED. PROVIDE 20A-1PCIRCUIT BREAKER IF NEEDED. E.C. SHALLMATCH MANUFACTURER, TYPE AND AIC RATINGSOF EXISTING CIRCUIT BREAKERS. PROVIDEORANGE COVER PLATES ON ALL ISOLATEDGROUND DEVICES WITH CIRCUIT NUMBERENGRAVED UNLESS NOTED OTHERWISE. E.C.SHALL VERIFY PRIOR TO ROUGH-IN THATEXISTING PANELBOARD HAS SPARE CAPACITYTO ACCOMMODATE ADDITIONAL LOAD.16.472 FURNISH AND INSTALL NEW CIRCUIT BREAKER(##A-#P) IN EXISTING PANELBOARD INDICATED.E.C. SHALL MATCH MANUFACTURER, TYPE ANDAIC RATINGS OF EXISTING CIRCUIT BREAKERS.E.C. SHALL VERIFY PRIOR TO ROUGH-IN THATEXISTING PANELBOARD HAS SPARE CAPACITYTO ACCOMMODATE ADDITIONAL LOAD.16.489 RELOCATE, EXTEND, AND RECONNECTCIRCUITRY AND ELECTRICAL DEVICES FORRELOCATED AND/OR NEW EQUIPMENT. VERIFYCONDITION OF BRANCH CIRCUITRY, CONDUITAND WIRE TO ENSURE THEY MEET ALL U.L.RATINGS AND REPLACE AS REQUIRED. VERIFYFINAL LOCATION OF RELOCATED/NEWEQUIPMENT WITH WALMART CONSTRUCTIONMANAGER PRIOR TO ROUGH-IN.16.492 E.C. SHALL COORDINATE WITH GENERALCONTRACTOR AND ARCHITECTURALDEMOLITION PLANS THE EXTENT OF ELECTRICALDEMOLITION. REMOVE CONDUITS AND WIRESALL THE WAY BACK TO ORIGINATING JUNCTIONBOXES OR PANELBOARDS. DEMOLITION SHALLNOT AFFECT ACTIVE CIRCUITS. LABELDEMOLISHED CIRCUIT(S) IN PANELBOARDS AS"SPARE". COORDINATE EXACT REQUIREMENTSWITH EXISTING CONDITIONS PRIOR TO BID.16.508 INSECT CONTROL: PROVIDE BROWN DEVICE ANDMATCHING COVERPLATE.16.619 PROVIDE RECESSED ALARM JUNCTION BOX INCEILING WITH 4"X4"X"1-1/2" EXTENSION RINGWITH RACEWAY ROUTED TO NEARESTACCESSIBLE CEILING SPACE.16.673 CONDUIT SLEEVE: PROVIDE (2) 2" CONDUITS(WITH PULL WIRE) FROM BAR JOIST TOPROVIDED DATA ENCLOSURE AND TERMINATEWITH BUSHINGS.16.775 E.C. SHALL DISCONNECT, EXTEND, ANDRECONNECT ALL ELECTRICAL CIRCUITRY. LABELALL ASSOCIATED PANELBOARD SCHEDULES TOREFLECT LOAD DESCRIPTIONS. VERIFYCONDITION OF BRANCH CIRCUIT, CONDUIT, ANDWIRE PRIOR TO USE TO ENSURE THAT THEYMEET ALL U.L. RATINGS AND REPLACE ASREQUIRED. COORDINATE THIS PROCESS WITHCONSTRUCTION MANAGER TO MINIMIZEDOWNTIME.16.957 CONNECT CIRCUIT(S) TO EXISTING BRANCHCIRCUITRY. MINIMUM WIRE SIZE ANDPANELBOARD CIRCUIT ARE NOTED. VERIFY SIZE,RATING AND CONDITION OF EXISTING BRANCHCIRCUIT CONDUIT AND WIRE PRIOR TO USE TOENSURE THAT THEY MEET REQUIRED SIZE, ANDALL U.L. RATINGS AND REPLACE AS REQUIRED.16.W04 120 VOLT GENERAL POWER CIRCUIT(S): FURNISHAND INSTALL NEW 20 AMP, 120 VOLT CIRCUIT(S),OR AS SPECIFIED ON DRAWINGS. FEED FROMNEAREST 120 VOLT PANEL, WITH ADEQUATESPACE AND AMPACITY. A. CIRCUIT BREAKER FORCIRCUITS INDICATED WITH (GFI) SHALL BE GFCITYPE FOR PERSONNEL PROTECTION.16.W16 EXISTING OFFICE AREAS AND/OR RESTROOMS,WILL BE REFURBISHED BY OTHERS. REMOVEALL ELECTRICAL ITEMS FROM WALLS ANDCEILING, INCLUDING HAND DRYERS,RECEPTACLES, SWITCHES, AND LIGHTINGFIXTURES AS REQUIRED. INSTALL ANDRECONNECT AFTER NEW FINISHES ARE INPLACE. COORDINATE EXTENT OF WORK WITHGENERAL CONTRACTOR AND WAL-MARTCONSTRUCTION MANAGER.12ISSUE BLOCK1 REV #1 03/01/192 CCD#1 04/15/19 2-1/2" PVC CONDUITEXTENDER ARM /POWER POLEPROVIDE 2-1/2" UNISTRUT STRAP TO FIRMLY CLAMP TO CONDUITANCHOR POWER POLE TO FLOOR OR GONDOLA WITH FOOT BRACKET PER MANUFACTURER RECOMMENDATIONSFINISHED FLOORPROVIDE UNISTRUT P1026 ANGLE FITTING OR EQUALUNISTRUTPROVIDE 1/4" BOLT AND 1-1/4" FENDER WASHER, TYPPROVIDE 1-1/4" FENDER WASHER, LOCK WASHER AND NUT, TYPPROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO BOTTOM CHORD OF BAR JOIST.BOTTOM CHORD OF BAR JOISTNO CONNECTION OF ANY KIND SHALL BE MADE TO JOIST WEB MEMBERS, JOIST BRIDGING, OR ROOF DECK. MAINTAIN MINIMUM 6" CLEARANCE FROM TOP OF POWER POLE TO ROOF DECK. JUNCTION BOXES AND RACEWAYS SHALL NOT BE MOUNTED WITHIN 1-1/2" OF DECK.INSTALL FURNISHED POWER POLE. MOUNT JUNCTION BOX(ES) TO TOP SIDE OF BOTTOM CHORD OF BAR JOIST. PROVIDE 3/8" FLEXIBLE METAL WHIPS FROM JUNCTION BOX AND CONNECT AT TOP OF POWER POLE. CABLE WHIPS TO POWER POLE SHALL BE INSTALLED IN A NEAT AND WORKMAN-LIKE MANNER. ROUTE WHIPS TO TERMINATIONS ALONG UNISTRUT OR STRUCTURE AND SUPPORT EVERY 12" TO 24". EXCESS CABLE SHALL BE KEPT TO A MINIMUM AND TIGHTLY COILED AND ATTACHED TO UNISTRUT OR JOIST. EXTEND POWER POLE 12" MIN. WITHIN PVC SLEEVEINSTALL CEILING FLANGEFURNISHED WITH POLE FORSTORES WITH LAY-IN CEILINGPROVIDE PVC SLEEVE LENGTH 12" MIN. TO 36" MAX. TO ACCOMMODATE VARIATIONS IN STRUCTURE HEIGHT.CEILINGADJUSTABLE T-BAR BOX HANGER TO SPAN 24" LENGTH OF CEILING TILE (BOX SUPPORT PER NEC)FLEXIBLE METAL CONDUITCOVERPLATEJUNCTION BOX FLUSH MOUNTED IN LAY-IN CEILINGPROVIDE TIE WIRES FOR BOX HANGER - THIS IS NOT PART OF THE CEILING SUSPENSION, TYPT-BARSUPPORT CLIP TO TIE WIRE AT MAXIMUM 4'-6" SPACING. ROUTE CONDUIT TO JUNCTION BOX AT BAR JOISTRECEPTACLEPROVIDE TWISTLOCK RECEPTACLE. SIZE RECEPTACLE BASED ON RATINGS OF EQUIPMENT BEING SERVEDCONNECTOR AS SPECIFIED FOR EQUIPMENTDROP CORD TO BE TYPE SO"KELLUMS" STRAIN RELIEF CONTAINMENT GRIPJUNCTION BOX SECURED TO BAR JOIST OR UNISTRUTPROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO BOTTOM CHORD OF BAR JOISTT-BARSTEEL COVERPLATEKELLEMS GRIPLAY-IN CEILINGPROVIDE TIE WIRES FORBOX HANGER (TYP)JUNCTION BOX FLUSH MOUNTEDIN LAY-IN CEILING.DROP CORD TO BE TYPESO, SIZE AS REQUIREDWP TWISTLOCK OUTLET ORJUNCTION BOX AS REQUIRED.PROVIDE KELLEMS GRIP IFJUNCTION BOX IS USED.FLEXIBLE METAL CONDUIT (SIZE ASREQUIRED) CLIP TO BOX HANGER ATMAXIMUM 4'-6" SPACING. ROUTEFLEXIBLE CONDUIT UP TO JUNCTIONBOX AT BAR JOIST.ADJUSTABLE T-BAR BOX HANGERTO SPAN 24" LENGTH OF CEILINGTILE. (BOX SUPPORT PER NECARTICLE 370-23C)FLEXIBLE CONDUIT SHALL BESUPPORTED WITHIN 12" OF BOX.FRONT DESKQUAD RECEPTACLEVOICE/DATA OUTLETPOWER/DATA CONDUIT DROP LOCATIONPENETRATE CEILING GRID IN CORNERROUTE POWER/DATA CONDUITS AS SHOWN TO FRONT DESK DEVICESPOWER JUNCTION BOXFITTING ROOM WALL0' - 8"FLOORCEILINGCOURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/21/2019 8:40:53 AMC:\Users\jbrickman\Desktop\2018 Local\05240_Ithaca_NY_150_L_MEP_V18_jbrickman.rvtE3ELECTRICALDETAILSGS18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY1. FURNISH AND INSTALL ALL MATERIALS, EQUIPMENT, AND LABOR, FOR A COMPLETE INSTALLATION IN ALL RESPECTS, READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH NEC, NESC, STATE, AND LOCAL CODES, AND MANUFACTURER'S RECOMMENDATIONS. PAY ALL NECESSARY FEES AND PERMITS.A. NO CIRCUITRY SHALL BE ALLOWED TO BE ROUTED ACROSS THE ROOF OR THE EXTERIOR SIDE OF THE EXTERIOR WALLS.B. ALL EQUIPMENT SHALL BE UL LISTED WHERE APPLICABLE.C. ARRANGE ALL WORK TO MINIMIZE DISRUPTIONS TO STORE OPERATIONS. COORDINATE ALL DISRUPTIONS WITH WALMART CONSTRUCTION MANAGER AND STORE MANAGER.D. CONTRACTOR SHALL VERIFY ALL WALL FINISH THICKNESS BEFORE INSTALLING BOXES. FURNISH AND INSTALL EXTENDED BOXES OR BOX EXTENDERS WHERE REQUIRED.E. CONTRACTOR SHALL VERIFY THAT ALL AFFECTED PANELBOARDS HAVE CIRCUIT BREAKER KNOCKOUTS PROPERLY COVERED ANDTHAT ALL TRIM IS IN GOOD CONDITION, ALLOWING NO ACCESS TO LIVE PARTS.2. PROVIDE SEALS AT RACEWAY PENETRATIONS AS FOLLOWS:A. FIRE RATED WALLS: SEAL PER SPECIFICATIONS FOR FIRE STOPPING.B. NEUTRALIZATION AREA: SEAL PER MECHANICAL DETAIL.C. FREEZER/COOLER BOXES: SEAL WITH EXPANDING FOAM SEALANT.D. EXTERIOR: REFER TO ARCHITECTURAL DOCUMENTS FOR SEALING REQUIREMENTS AT ALL EXTERIOR MOUNTED DEVICES, FIXTURES, ENCLOSURES, AND RACEWAY PENETRATIONS.3. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR (SIZE PER NEC) IN PVC TYPE CONDUIT, POWER AND LIGHTING CIRCUITS, ISOLATED GROUND CIRCUITS, OR AS SHOWN ON PLANS. CONDUIT SHALL BE SIZED PER NEC BASED ON THWN 600 VOLT COPPER SINGLE CONDUCTORS, PLUS THE EQUIPMENT GROUNDING CONDUCTOR.4. WIRING DEVICES: DEVICE MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO CENTER OF OUTLET BOX UNLESS NOTED OTHERWISE ON PLANS. COORDINATE THE STANDARD MOUNTING HEIGHTS WITH MASONRY:A. SWITCHES +44"B. RECEPTACLES +20"C. VOICE/DATA +20"5. WIRING SHALL INCLUDE FINAL CONNECTION TO ALL EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING DIAGRAMS.6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE PANELBOARD IDENTIFICATION SCHEDULES FOR PANELBOARDS AFFECTED BY REMODEL.7. NEW OVERCURRENT PROTECTIVE DEVICES INSTALLED IN EXISTING PANELBOARDS OR DISTRIBUTION BOARDS SHALL MATCH THE TYPE AND AIC RATING OF EXISTING OVERCURRENT PROTECTIVE DEVICES.8. BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG UNLESS NOTED OTHERWISE IN SCHEDULES. WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE SPECIFIED, #10 AWG WIRE SHALL BE USED FOR THE FINAL CONNECTION (15-FT MAXIMUM).9. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE CONDUIT AND DERATE CURRENT CARRYING CONDUCTORS PER NEC.10. PROVIDE UL LISTED HANDLE TIES ON ALL MULTIWIRE BRANCH CIRCUITS PER NEC REQUIREMENTS.11. SUPPORTS FROM STRUCTURE: NO ATTACHMENT OF ANY TYPE SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. UTILIZE ONLY THE TOP AND BOTTOM CHORDS FOR SUPPORTING THE ELECTRICAL SYSTEM INSTALLATIONS. 12. DEVICES SHOWN ON COOLER/FREEZER PANELS SHALL BE SURFACE MOUNTED UNLESS NOTED OTHERWISE. SEAL DEVICES TO COOLER/FREEZER PANELS WITH SILICONE SEALANT.13. SURFACE MOUNTED CONDUIT ON COOLER/FREEZER PANELS OR IN FOOD PREP AREAS SHALL BE INSTALLED WITH GALVANIZED 1/2" STANDOFF CONDUIT HANGERS TO ALLOW FOR CLEANING.14. ONLY FEEDER CIRCUITS NOTED ON THE ONE LINE DIAGRAM AND BRANCHCIRCUITS NOTED BY LEGEND SHALL BE INSTALLED UNDER SLAB. ALL OTHER FEEDER AND BRANCH CIRCUITS SHALL BE INSTALLED OVERHEAD. PROVIDE EXTERIOR COATED GRC BENDS ON ALL CONDUIT RUNS THAT HAVE 45 DEGREE BENDS OR GREATER. REF SPECIFICATIONS.15. SEISMIC ZONE REQUIREMENTS: PROVIDE EXPANSION COUPLINGS AND BRACING FOR ELECTRICAL EQUIPMENT AS REQUIRED BY LOCAL CODES.16. EXISTING ELECTRICAL AND ALARM:A. WHERE DEMOLITION OR NEW CONSTRUCTION INTERRUPTS EXISTING ELECTRICAL CIRCUITS FEEDING EXISTING EQUIPMENT, DEVICES, OR LIGHTING TO REMAIN, BUT NOT SHOWN ON DRAWINGS, PROVIDE LABOR AND MATERIALS TO REWORK CIRCUITRY, AS REQUIRED, TO MAINTAIN EXISTING OPERATION.B. IF DEMOLITION OR NEW CONSTRUCTION WILL DISRUPT EXISTING UNDERGROUND SERVICES (ELECTRICAL, TELEPHONE, PARKING LOTLIGHTING CIRCUITRY, ETC.) PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO REROUTE, SLEEVE, OR OTHERWISE REWORK THESE SERVICES TO MAINTAIN THEIR EXISTING OPERATION.C. EXERCISE CAUTION AROUND ALARM AND SECURITY CABLES DURING DEMOLITION AND CONSTRUCTION. PROTECT ALARM AND SECURITY CABLES FROM ACCIDENTAL DAMAGE SO THAT SYSTEMS REMAIN OPERATIONAL AT ALL TIMES.D. DISPOSE OF ALL REMOVED MATERIALS, UNLESS OTHERWISE NOTED.17. EXISTING ELECTRICAL DEMOLITION:A. GENERAL: REMOVE OR RELOCATE EXISTING ELECTRICAL EQUIPMENTCONDUIT, AND CONDUCTORS AS INDICATED ON THE DRAWINGS, OR ONLY AS REQUIRED BY DEMOLITION. REMOVE ALL PANELBOARDS, DISCONNECT SWITCHES, BOXES, RELAYS, TIME SWITCHES, LIGHTS, DEVICES, ETC., WHICH WILL NOT BE REUSED.B. SALES FLOOR: REMOVE UNUSED POWER DROP CONDUIT, CONDUCTORS AND RELATED DEVICES SERVING SALES AREA GONDOLAS BEING RELOCATED OR REMOVED. EXISTING CONDUIT AND CONDUCTORS MAY BE REUSED FOR NEW POWER DROPS WHERE SIZE, RATING, AND CONDITION MEET REQUIREMENTS INDICATED ON PLANS AND ALL U.L. RATINGS. REMOVE ALL UNUSED CONDUIT AND CONDUCTORS BACK TO POINT OF ORIGIN WHENEVER FEASIBLE AND RELABEL DEMOLISHED CIRCUITS AS "SPARE". PROVIDE HANDLE DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION.C. CONDUIT AND WIRING TO BE ABANDONED IN CEILING SPACES AND OTHER NON-PUBLIC AREAS (I.E., THROUGH STOCKROOM AREA): CUT WIRING LOOSE AND REMOVE FROM RACEWAY(S), LEAVING RACEWAY(S) IN PLACE. CONDUIT TO BE ABANDONED IN WALLS OR FLOORS SHALL BE REMOVED BACK TO FINISHED SURFACE AND CAPPED INSIDE. REPAIR SURFACE(S) TO MATCH ADJACENT.D. ALL CIRCUIT BREAKERS SERVING BRANCH CIRCUITS TO BE ABANDONED OR REMOVED SHALL REMAIN IN RESPECTIVE PANELBOARD FOR FUTURE USE, UNLESS NOTED OTHERWISE ON DRAWINGS. PROVIDE HANDLE DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION.E. DEMOLISHED FLUORESCENT LIGHT FIXTURES: REFER TO SELECTIVE SITE DEMOLITION SPECIFICATION FOR DISPOSAL OF LIGHT FIXTURE.F. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE.18. DATA AND PHONE CONDUIT INSTALLATION MILESTONE DATE:ALL RACEWAY AND CONDUIT SLEEVES FOR DATA AND PHONE CABLING TO BE INSTALLED 3 WEEKS PRIOR TO CONTRACT SUBSTANTIAL COMPLETION DATE.19. ETHERNET CABLE:A. FURNISH AND INSTALL JUNCTION BOXES AS SHOWN ON PLANS. PROVIDE CONDUIT AS REQUIRED BY LOCAL CODES AND/OR ORDINANCES.B. ETHERNET CABLE IS FURNISHED BY OTHERS.C. ELECTRICAL CONTRACTOR SHALL INSTALL CABLE IN POWER POLES.D. ELECTRICAL CONTRACTOR SHALL INSTALL OTHER CABLE AS DIRECTED BY WALMART CONSTRUCTION MANAGER.GENERAL NOTES05.25.18ARSOSBDHJSSOS2SOSS3S4SDSMSVSSKSSSINGLE POLE SWITCH CIRCUIT, CONCEALED IN WALLS ORCEILING, E INDICATES EXISTING WIRINGSMOKE DETECTORSAIL SWITCHJUNCTION BOXHORN / STROBEABBREVIATIONSBUZZERCIRCUIT, CONCEALED IN SLAB FLOOR,E INDICATES EXISTING WIRINGCONDUIT SLEEVESURFACE MOUNTED PANELBOARDFLUSH MOUNTED PANELBOARDCIRCUIT, EXPOSED,E INDICATES EXISTING WIRINGLOW VOLTAGE WIRINGTELEPOWER POLETELEPHONE / DATA BOX FOR ISDTELEPHONE, FLUSH FLOORPUSH BUTTONMOTORALARM JUNCTION BOX,FOR REMOTE TEST/RESET(WALL MOUNTED/CEILING MOUNTED)EQUIPMENT CONNECTION POINT(PROVIDED WITH EQUIPMENT)NON-FUSED DISCONNECTRECEPTACLE, PLUG-MOLDRECEPTACLE, SIMPLEXRECEPTACLE, SPECIALJUNCTION BOX(WALL MOUNTED/CEILING MOUNTED)ALARM JUNCTION BOX,(WALL MOUNTED/CEILING MOUNTED)RECEPTACLE, DOUBLE DUPLEX,ISOLATED GROUNDFUSED DISCONNECT4-WAY SWITCHRECEPTACLE, DUPLEX ISOLATEDGROUND FLUSH FLOORRECEPTACLE, DOUBLE DUPLEXRECEPTACLE, DUPLEX FLUSH FLOORVARIABLE SPEED SWITCHKEYED SWITCHDIMMER SWITCHRECEPTACLE, DUPLEX,MOUNTED HORIZONTALLYRECEPTACLE, DUPLEXMANUAL MOTOR SWITCH3-WAY SWITCHRECEPTACLE, DUPLEXISOLATED GROUNDLIGHT FIXTURE,NIGHT LIGHTVOLUMETRIC LIGHT FIXTURELIGHT FIXTURE(WALL MOUNTED/CEILING MOUNTED)LIGHT FIXTURE(SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS)SYMBOL DESCRIPTIONRECEPTACLE, DUPLEX TWIST LOCK,ISOLATED GROUND, L5-15R, UNOSINGLE POLE OCCUPANCY SENSOR SWITCHLOW VOLTAGE CABLEBOX FOR OTHERDOOR HOLD OPENRECEPTACLE, DUPLEX TWIST LOCK,L5-15R, UNORECEPTACLE, SIMPLEX TWIST LOCK,ISOLATED GROUND, L5-15R, UNORECEPTACLE, SIMPLEX TWIST LOCK,L5-15R, UNOCEILING MOUNTED OCCUPANCY SENSOR SWITCHRECEPTACLE, GFIDOUBLE POLE OCCUPANCY SENSOR SWITCHTTHERMOSTAT(WALL MOUNTED/CEILING MOUNTED)EXIT FIXTURE(WALL MOUNTED/CEILING MOUNTED)EMERGENCY LIGHT(WALL MOUNTED/CEILING MOUNTED)EMERGENCY LIGHT REMOTE HEADS(WALL MOUNTED/CEILING MOUNTED)a, b, c LOWER CASE LETTERS INDICATESWITCHING CONFIGURATIONAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADECCONDUITCCT CIRCUITCF CEILING FANCW CASH WRAPEC ELECTRICAL CONTRACTOREF EXHAUST FANETR EXISTING TO REMAINEWC ELECTRIC WATER COOLERGGROUNDGFEP GROUND FAULT EQUIPMENT PROTECTIONGFI GROUND FAULT CIRCUIT INTERRUPTERIG ISOLATED GROUNDLCU LIGHTING CONTROL UNITNTS NOT TO SCALEREC REFRIGERATION ELECTRICAL CONTRACTORRC REFRIGERATION CONTRACTORRH RADIANT HEATERSC SECURITY CAMERATR TAMPER RESISTANTTYP TYPICALUH UNIT HEATERUNO UNLESS NOTED OTHERWISEWH WATER HEATERWP WEATHER PROOFWR WEATHER RESISTANTELECTRICAL SYMBOLS LEGENDTIME CLOCKTCTRACK LIGHTING03.30.18NTS1POWER POLE CONNECTION07/27/18EP42NTS4CEILING MOUNTED RECEPTACLE07/27/18 EP23NTS2SUSPENDED DROP CORD07/27/18WREP58NTS3SUSPENDED DROP CORD (@ LAY-IN CEILING)07/27/18 WREP24NTS5FITTING ROOM ELEVATION07/27/18ISSUE BLOCK ELECTRICALROOM 1MSB1ELEC ROOM 13000 AMPS480Y/277V 3Ø 4WEXISTINGUTILITY TRANSFORMER480Y/277V, 3Ø, 4W SEC600A3PETREXISTINGPNLBDH1A1480V/277VEXISTINGPNLBDH1B1480Y/277VEXISTINGPNLBDH1B2480Y/277VEXISTINGPNLBDH1P2480Y/277VEXISTINGPNLBDL2U480Y/277VELECTRICAL ROOM 2EXISTINGPNLBDH2B480Y/277VT2D150KVA480V-208Y/120V(EXISTING)EXISTINGPNLBDL2B208Y/120VEXISTINGPNLBDL2D2208Y/120VUPSEXISTING800A3PETR600A3PETR350A3PETR350A3PETR800A3PETREXISTINGPNLBDH1A2480Y/277VEXISTINGPNLBDH1P1480Y/277VT1D112.5KVA480V-208Y/120V(EXISTING)T1D375KVA480V-240/120V(EXISTING)EXISTINGPNLBDL1D208Y/120VEXISTINGPNLBDL1P208Y/120VEXISTINGPNLBDL1D2208Y/120VEXISTINGPNLBDL1U1208Y/120VUPS ROOMEXISTINGPNLBDL1D3208Y/120VUPSUPCT3D45KVA480V-208Y/120V(EXISTING)EXISTINGPNLBDL3D208Y/120VEXISTINGPNLBDH3B480Y/277VELECTRICAL ROOM 3TRX115KVA480V-208Y/120V(EXISTING)EXISTINGPNLBDLRX1208Y/120VEXISTINGPNLBDH2P480Y/277VEXISTINGPNLBDL2D1208Y/120VEXISTINGPNLBDL2P208Y/120VEXISTINGPNLBDH2A480Y/277VT5D75KVA480V-208Y/120V(EXISTING)ELECTRICAL ROOM 5EXISTINGPNLBDL5D208Y/120VEXISTINGPNLBDLFS1208Y/120VFOOD TENANTTFS175KVA480V-208Y/120V(EXISTING)225A3PEXISTINGEXISTINGPNLBDLRC208Y/120VRECYCLING CENTEREXISTINGPNLBDLVC208Y/120VVISION CENTEREXISTINGPNLBDLHC208Y/120VHAIR CAREEXISTINGPNLBDLTS2208Y/120VTENANT SPACEEXISTINGPNLBDH4C480Y/277VEXISTINGPNLBDH4B480Y/277VELECTRICALROOM 4T4D175KVA480V-208Y/120V(EXISTING)EXISTINGPNLBDL4D1208Y/120VT4D2112.5KVA480V-208Y/120V(EXISTING)400A3PEXISTINGFOOD TENANTEXISTINGPNLBDL4D2208Y/120VEXISTINGMAIN PANELCOMPRESSOR HOUSE #1EXISTINGMAIN PANELCOMPRESSOR HOUSE #2600A3PETRGFISTA|1L-CGFISTA-1L-O3000A - 3P MAIN BREAKER1600A-3P MAIN"QC" BREAKERSHUNT TRIPSHUNT TRIPEMERGENCY SERVICE QUICK CONNECTION, UL LABELEDMAIN SERVICE ENTRANCECONNECTION, UL LABELEDSECTION 1SECTION 2BUILDING ELECTRICAL SERVICE LOAD SUMMARYBUILDING OCCUPANCY TYPE:MSERVICE DESCRIPTION:BUILDING SQUARE FOOTAGE: 192,000480Y/277V, 3PHLOAD DESCRIPTIONConnectedDemand DemandKVAFACTOR KVAEXISTING PEAK UTILITY LOAD @ 0.9 pf808.4125%1010.6HVAC - SUMMER0.00 100% 0.00HVAC - WINTER 0.00 100% 0.00LIGHTING (PER NEC-220) 0.00 125% 0.00RECEPTACLES 0.00100%;50% 0.00KITCHEN EQUIPMENT 0.00 100% 0.00MOTOR LOADS 0.00 100% 0.00LARGEST MOTOR LOAD 0.00 125% 0.00SUPPLEMENTAL ELECTRIC HEAT 0.00 100% 0.00MISCELLANEOUS EQUIPMENT 0.00 100% 0.00REFRIGERATION EQUIPMENT 0.00 100% 0.00DISPLAY CASE/SIGNAGE 0.00 125% 0.00SHOW WINDOW / TRACK LIGHTING 0.00PER NEC 0.00EXTERIOR LIGHTING 0.00 125% 0.00EXISTING LOAD TO BE DELETED 0.00 100% 0.00TOTAL LOAD 0.00 KVA 1010.6TOTAL AMPACITY 0.00AMPS 1216SERVICE AMPACITY3000 AMPS 3000.00SPARE CAPACITY AMPS 1784*PER UTILITY COMPANY BILLING PEAK DEMAND OF: 808.4 KWJul-17COURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 4:34:06 PMC:\Users\jbrickman\Desktop\2018 Local\05240_Ithaca_NY_150_L_MEP_V18_jbrickman.rvtE4ELECTRICALONE-LINEDETAILS ANDSCHEDULESMM/GS18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYCOORDINATE ALL WORK THAT REQUIRES POWER INTERRUPTIONS TO THE STORE WITH THE STORE MANAGER AND THE WALMART CONSTRUCTION MANAGER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL STORE POWER INTERRUPTIONS. IN ADDITION, IF THE MAIN ELECTRICAL SWITCHGEAR REQUIRES WORK AND DOES NOT HAVE A MAIN SERVICE DISCONNECTING MEANS, COORDINATE WITH THE UTILITY COMPANY A MINIMUM OF TWO WEEKS IN ADVANCE OF THE STORE POWER INTERRUPTION. IF STORE IS NOT OPEN 24 HOURS PER DAY, ALL STORE POWER INTERRUPTIONS ARE TO BE ACCOMPLISHED AFTER NORMAL STORE BUSINESS HOURS. PROVIDE TEMPORARY POWER AS REQUIRED PER SPECIFICATIONS. INSTALLATION OF NEW EQUIPMENT SHALL BE COMPLETED AND THE POWER SYSTEM TESTED AND RE-ENERGIZED PRIOR TO THE TIME ESTABLISHED BY THE STORE MANAGER AND THE WALMART CONSTRUCTION MANAGER.POWER INTERRUPTION NOTE11.30.18NOTE:ALL OF THE ELECTRICAL DEVICES SHOWN ON THE RISER DIAGRAM ARE EXISTING AND ARE BASED UPON AS-BUILT DRAWINGS. E.C. SHALL VERIFY THE EXACT EXISTING CONDITIONS, SIZES AND LOCATIONS OF EQUIPMENT PRIOR TO ROUGH-IN. THIS RISER IS SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ANY NEW DEVICES ARE SHOWN IN BOLD AND ARE NOTED. DURING CONSTRUCTION, THE STORE SHALL STAY OPEN FOR BUSINESS. ANY NECESSARY POWER DOWNTIME SHALL BE SCHEDULED AND APPROVED BY WALMART CONSTRUCTION MANAGER.NEW EQUIPMENTEXISTING EQUIPMENTEQUIPMENT TO BE DEMOLISHEDONE-LINE DIAGRAM LEGEND11.19.10FEEDER OR GROUND SIZEALL CONDUIT AND CONDUCTOR SIZES ARE BASED ON EMT WITH 40%FILL, 75ºC RATED TERMINATIONS AND TYPE THHN/THWN-2 INSULATION.FOR NON-EMT CONDUIT OR TERMINATIONS OR INSULATION TYPESRATED LESS THAN 75ºC, MODIFY SIZES ACCORDING TO NEC.FEEDER SCHEDULE1. TERMINATE GROUND ON ISOLATED GROUND BUS.2. INSTALL LOCKING DEVICE (LOCK-OFF FOR MAINTENANCE). LOCKING DEVICE SHALL BE UL LISTED. MANUFACTURER SHALL MATCH EXISTING PANELBOARD MANUFACTURER.3. INSTALL LOCKING DEVICE (LOCK-ON FOR CRITICAL LOAD).4. GFI BREAKER FOR PERSONNEL PROTECTION (5MA).5. GFI BREAKER FOR EQUIPMENT PROTECTION (30MA).6. CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP. SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONATELY PER NEC.7. REFER TO ONE-LINE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS.8. REFER TO ONE-LINE DIAGRAMS FOR WIRE SIZES.9. FACTORY WIRED TO LOAD.10. BREAKER SHALL BE HIGH MAGNETIC TYPE.11. NEW PNLBD TO REPLACE EXISTING PNLBD WITH THE SAME NAME. NEW PNLBD POPULATION WAS DETERMINED BY ORIGINAL CONSTRUCTION DRAWINGS. E.C. SHALL VERIFY THAT ALL EXISTING BRANCH CIRCUITS ARE EXTENDED TO NEW PNLBD LOCATION. E.C. SHALL VERIFY CONDITION OF EXISTING BRANCH CIRCUIT CONDUIT AND WIRE TO EXTEND PRIOR TO USE, TO INSURE THAT THEY MEET ALL U.L. RATINGS AND REPLACE AS REQUIRED.12. DUAL TAP SOLENOID OPERATED BREAKER. CONNECT EMERGENCY/NIGHT LIGHTING TO UNSWITCHED TERMINATION.13. EXISTING CIRCUIT TO REMAIN.14. ROUTE CIRCUIT THROUGH CONTACTOR.15. PROVIDE INTERLOCK WIRING WITH EXHAUST HOOD ANSUL SYSTEM.16. RELOCATED CIRCUIT FROM EXISTING PANELBOARD.17. PROVIDE LUG ADAPTERS AS REQUIRED.18. HACR CIRCUIT BREAKER.19. EXISTING CIRCUIT BREAKER TO REMAIN. VERIFY CONDITION OF CIRCUIT BREAKER TO ENSURE THAT IT IS OPERATIONAL AND MEETS ALL U.L. RATINGS.20. ROUTE CIRCUIT THROUGH EXISTING LCU CABINET UTILIZING EXISTING RELAY AND CONTROLS. UPDATE LCU IDENTIFICATION SCHEDULE WITH LOAD IDENTIFICATION.21. PROVIDE HANDLE LOCK OFF DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION. IF CIRCUIT BREAKER IS IDENTIFIED AS "EXISTING", FIELD VERIFY CIRCUIT BREAKER INDICATED IS NOT CONNECTED TO ANY LOAD AND UPDATE PANELBOARD CIRCUIT DIRECTORY IDENTIFYING CIRCUIT AS "SPARE".22. PROVIDE U.L. LISTED OVERCURRENT DEVICE TO COORDINATE AND MAINTAIN MANUFACTURER'S SERIES RATED SYSTEM.23. SOLENOID OPERATED CIRCUIT BREAKER. REFER TO ENERGY MANAGEMENT PLANS FOR CIRCUIT BREAKER CONTROL.24. TRACE EXISTING CIRCUIT, IDENTIFY LOAD AND PROVIDE COMPLETE TYPEWRITTEN PANELBOARD IDENTIFICATION SCHEDULE AND PLACE ON INTERIOR OF PANELBOARD DOOR. IF CIRCUIT IS A "SPARE" THEN REFER TO PANELBOARD NOTE (21).25. PROVIDE BLANK CIRCUIT BREAKER FILLER PLATE FOR EXPOSED SPACE IN PANELBOARD.GENERAL NOTES:1. E.C. SHALL ADD OR REARRANCE CIRCUIT BREAKERSWITHIN PANELBOARDS AS REQUIRED TO MATCH NEW CIRCUIT DESIGNATIONS SHOWN ON DRAWINGS.2. NEW OVERCURRENT PROTECTIVE DEVICES PLACE IN EXISTING PANELBOARDS OR DISTRIBUTION BOARDS SHALL MATCH THE TYPE AND AIC RATING OF EXISTING OVERCURRENT PROTECTION DEVICES IN SAID BOARD.3. E.C. SHALL TRACE ALL ELECTRICAL CIRCUITS FOR ALL EXISTING ELECTRICAL PANELBOARDS AFFECTED BY THE REMODEL AND IDENTIFY LOADS ON EACH CIRCUIT. PROVIDE A COMPLETE TYPEWRITTEN PANELBOARD IDENTIFICATION SCHEDULE FOR ALL AFFECTED PANELBOARDS.4. ALL OVERCURRENT DEVICES ARE NEW UNLESS NOTED OTHERWISE.PANELBOARD NOTES ()10.28.1620A WIRE SIZING SCHEDULE385 FT.770 FT.930 FT.620 FT.1865 FT.255 FT.ALL WIRE SIZES SHOWN ON PANEL SCHEDULES ARE INTENDED TO BE MINIMUM ACCEPTABLE WIRE SIZE.THE FOLLOWING SCHEDULE IS TO BE USED TO SIZE WIRE FOR 20 AMP CIRCUITS (120 AND 277 VOLT). LENGHTS (IN FEET) ARE INTENDED TO BE MAXIMUM.6-10 AMPS1-5 AMPS120 VOLT11-15 AMPS6-10 AMPS1-5 AMPS277 VOLT11-15 AMPS#8#12#10380 FT.760 FT.250 FT.240 FT.480 FT.160 FT.585 FT.1170 FT.390 FT.325 FT.110 FT.160 FT.#12200 FT.70 FT.100 FT.490 FT.165 FT.245 FT.#10#8#6#6ARC FLASH HAZARD WARNING LABELING REQUIREMENTS PER NEC ARE PROVIDED BY OWNER UNDER SEPARATE CONTRACT.ARC FLASHNTS1ELECTRICAL ONE-LINE DIAGRAMISSUE BLOCK L1D3 (EXIST) PANELBOARD208/120V, 3PH, 4WSERVES: GENERAL POWER225A, M.C.B.LOCATION: EDC110,000 AIC.GROUND BUSTWO-SECTION PANELGROUND BUSPANEL PROVIDED WITH EDCSURFACE MOUNTKVADESCRIPTION WIRE BRKR PLABCPL BRKR WIRE DESCRIPTION1PANELBOARD L2U/UPS50 2 0.50 0.72 1 15RUH3 (RECEIVING)230.72 0.72 1 15RUH2 RECEIVING)45REFRIGERATOR (19)20 1 0.72 0.72 1 15RUH1 (RECEIVING)67REFRIGERATOR (19)20 1 0.50 0.72 1 20DOCK LEVELER89FREEZER (19)20 1 0.50 0.72 1 20DOCK LEVELER1011COFFEE MAKER (19)20 1 0.50 0.72 1 20DOCK LEVELER1213SPARE20 1 2.00 0.40 1 20RECEIVING IC/IC RECEPTS1415SPARE20 1 0.40 1 20RECEIVING/ IC RECEPTS1617AD OFFICE RECEPTS20 1 0.72 1 20RECEIVING/ IC RECEPTS1819WON DOORS20 1 0.72 1 20ROLLSEAL DOOR2021TRAINING ROOM PRINTER20 1 0.36 1 20MEAT COOLER HTRS2223TRAINING ROOM REC.20 1 0.36 1 20WASTE OIL TANK2425TRAINING ROOM20 1 0.72 0.36 1 20INSECT CONTROL/BUZZER2627TRAINING ROOM20 1 0.72 1 20ROLLSEAL DOOR2829SPARE20 1 0.72 1 20ROLLSEAL DOOR3031SPARE20 1120RECEIVING/ IC RECEPTS3233RECEIVING RECEPTS20 112010A AUTO CASH WRAP3435TRAINING ROOM REC.20 112010A AUTO CASH WRAP3637ALARM BOARD20 1120BIKE ASSEMBLY3839ALARM BOARD20 1120GM RECEIVING RECEPTS4041ALARM BOARD20 1120VENDING MACHINE (19)42Section: 243PRICE VERIFIER20 1120VENDING MACHINE (19)4445MGR/AD OFFICE REC.20 1120VENDING MACHINE (19)4647WH-REAR REST/JANITOR30 2120VENDING MACHINE (19)4849230IBM BLADECENTER5051SPARE20 13.6 KW, 208/15253SPARE20 1120TELXON CHARGER5455BRKRM PLUGMOLD (19)20 1120BIKE BUILDER REC.(19)5657BRKRM PLUGMOLD (19)20 1120EYE WASH STATION (19)5859BRKRM PLUGMOLD (19)20 1120SPARE6061UPC EQUIPMENT30 1120BRKRM COUNTER REC.(22)6263SPACE120BRKRM RECEPTACLES (22)6465SPACE120BRKRM RECEPTACLES (22)6667SPACE120MICROWAVE (22)6869SPACE120MICROWAVE (22)7071SPACE120MICROWAVE (22)72TOTAL 6.64 4.14 4.46 KVAPER NEC ARTICLE 220 55.33 34.50 37.17 AMPSTOTAL LOAD 15.24 KVA 42.30 AMPSFEEDER LOAD 14.12 KVA 39.19 AMPSLOAD CONNECTED LOAD VA DIVERSITY FACTOR DIVERSIFIED LOAD VALIGHTS 0 125% 0GENERAL RECEPTACLES12,24091%11,120SPECIAL PURPOSE3,000100%3,000HVAC HEATING + 0 100% 0HVAC COOLING + 0 100% 0REFRIGERATION 0 100% 0MOTORS 0 100% 0KITCHEN APPLIANCES 0 100% 0LARGEST MOTOR 0 25% 015,240DIVERSIFIED VA14,120+ DIVERSIFIED VA DOES NOT INCLUDE NON-COINCIDENT HEATING/COOLING LOADDIVERSIFIED AMPS 39L1P (EXIST) PANELBOARD208/120V, 3PH, 4WSERVES: TLE EQUIPMENT100A, M.C.B.LOCATION: AUTO CENTER MECHANICAL ROOM10,000 AIC.GROUND BUSISOLATED GROUND BUSSURFACE MOUNTKVADESCRIPTION WIRE BRKR PLABCPL BRKR WIRE DESCRIPTION105M OUTRIGGER TV WALL (19)20 1 0.48 0.72 1 20EXHAUST FAN2305M OUTRIGGER TV WALL (19)20 1 0.48 1 20SPARE4505M OUTRIGGER TV WALL (19)20 1 0.48 1 20SPARE6705M OUTRIGGER TV WALL (19)20 1 0.48 1 20SPARE8905M OUTRIGGER TV WALL (19)20 1 0.48 1 20SPARE101105M OUTRIGGER TV WALL (19)20 1 0.48 1 20SPARE121305M OUTRIGGER TV WALL (19)20 1 0.48 1 20SPARE141505M OUTRIGGER TV WALL (19)20 1 0.48 0.72 1 20PICS/P.V.161705M OUTRIGGER TV WALL (19)20 1 0.48 0.36 1 2007A TOYS181905M OUTRIGGER TV WALL (19)20 1 0.48 1 20SPARE2021KIOSK (19)20 1 0.50 1 20SPARE222372A (19)20 1 0.54 1 20SPARE242505M OUTRIGGER TV WALL (19)20 1 0.48 0.72 1 20EXHAUST FAN2627RECEPTACLE (19)20 1 0.72 1 25SPARE2829PICS/PRICE20 1 0.50 0.3611A (22)303107A (19)20 1 0.36 0.36 1 20ENG (19)3233ENG (19)20 1 0.36 1 20SPARE3435ENG (19)20 1 0.36 0.3611A (19)3637ENT (19)20 1 1.08 0.3611A (19)3839ENT (19)20 1 1.08 0.36 1 20ENG (19)4041ENT (19)20 1 1.08 0.36 1 20ENG (19)42TOTAL 6.00 5.18 5.36 KVAPER NEC ARTICLE 220 50.00 43.17 44.67 AMPSTOTAL LOAD 16.54 KVA 45.91 AMPSFEEDER LOAD 13.27 KVA 36.83 AMPSLOAD CONNECTED LOAD VA DIVERSITY FACTOR DIVERSIFIED LOAD VALIGHTS 0 125% 0GENERAL RECEPTACLES16,54080%13,270SPECIAL PURPOSE 0 100% 0HVAC HEATING + 0 100% 0HVAC COOLING + 0 100% 0REFRIGERATION 0 100% 0MOTORS 0 100% 0KITCHEN APPLIANCES 0 100% 0LARGEST MOTOR 0 25% 016,540DIVERSIFIED VA13,270+ DIVERSIFIED VA DOES NOT INCLUDE NON-COINCIDENT HEATING/COOLING LOADDIVERSIFIED AMPS 37L2D1 (EXIST) PANELBOARD208/120V, 3PH, 4WSERVES: ELECTRONICS BUSWAYS/GENERAL POWER225A, M.L.O.LOCATION: EDC210,000 AIC.GROUND BUSISOLATED GROUND BUSSURFACE MOUNTKVADESCRIPTION WIRE BRKR PLABCPL BRKR WIRE DESCRIPTION1COLUMN RECEPTACLES20 1 0.54 0.72 1 20EXISTING LOAD23HAND DRYER20 1 2.30 0.54 1 20E.A.S.45HAND DRYER20 1 2.30 0.72 1 20KIOSK MACHINE67SIDEWALK C/O20 1 0.18 0.90 1 20RTU MAINT. RECEPTACLES89SIDEWALK C/O20 1 0.18 0.90 1 20RTU MAINT. RECEPTACLES1011SIDEWALK C/O20 1 0.18 0.54 1 20RTU MAINT. RECEPTACLES1213SIDEWALK C/O20 1 0.18 0.72 1 20VUH4 UNIT1415AUTOMATIC DOORS20 1 1.20 0.54 1 20CARTS/INSECT1617AUTOMATIC DOORS20 1 1.20 1.08 1 20VRH11819VEST. UNIT HEATER20 1 0.69 0.90 1 20SPARE2021FRONT CHECKOUTS20 1 0.72 0.90 1 20WM GREETER2223FRONT CHECKOUTS20 1 0.72 0.54 1 20SPARE2425FRONT CHECKOUTS20 1 0.72 0.05 1 20SPARE2627FRONT CHECKOUTS20 1 0.72 0.36 1 20SPARE2829FRONT CHECKOUTS20 1 0.72 0.72 1 2034A/34B FITTING ROOM3031FRONT CHECKOUTS20 1 0.72 1.44 1 20VENDING MACHINE3233FRONT CHECKOUTS20 1 0.72 1.44 1 20VENDING MACHINE3435FRONT CHECKOUTS20 1 0.72 1.44 1 20VENDING MACHINE3637FRONT CHECKOUTS20 1 0.72 1.44 1 20VENDING MACHINE3839FRONT CHECKOUTS20 1 0.72 1.44 1 20VENDING MACHINE4041FRONT CHECKOUTS20 1 0.72 1 20SPARE42Section: 243G.C. RECEPTACLES20 1 1.08 1.15 1 20COMPRESSOR4445AUTOMATIC DOORS20 1 1.20 1.68 1 20AIR FLOW FANS4647REMOTE GC C/O20 1 0.18 0.36 1 20EQUIPMENT ROOM4849REMOTE GC C/O20 1 1.44 1.15 1 20GABLE FAN5051AUTOMATIC LOCKERS (19)20 1 0.18 1.15 1 20GABLE FAN5253AQUARIUM WALL20 1 1.08 0.90 1 20CANOPY RECEPTACLES5455AQUARIUM WALL20 1 1.08 0.72 1 20EXISTING LOAD5657AQUARIUM WALL20 1 1.08 0.72 1 20SEASONAL DISPLAY5859SPARE20 1 0.72 0.36 1 20SEASONAL C/O6061FLOOR DISPLAY20 1 0.72 0.36 1 20SEASONAL C/O6263ATM MACHINE20 1 0.36 0.36 1 20CANOPY C/O6465HIRING KIOSK20 1 0.36 1 20SPARE6667SPACE20 3 0.48 1 20RADIANT HEATERS6869SPACE1.08 1 20E.A.S.7071SPACE0.86 1 20SIDEWALL7273SPACE20 1 1.72 1 20SIDEWALL7475FRONT CHECKOUTS20 1 0.72 1.72 1 20SIDEWALL7677FRONT CHECKOUTS20 1 0.72 1 20EXISTING LOAD7879FRONT CHECKOUTS20 1 0.72 1 20EXISTING LOAD8081FRONT CHECKOUTS20 1 0.72 1 20SPACE8283SPARE20 1 1.08 1 20PVM (19)84TOTAL 20.54 23.65 18.22 KVAPER NEC ARTICLE 220 171.17 197.08 151.83 AMPSTOTAL LOAD 62.41 KVA 173.23 AMPSFEEDER LOAD 36.21 KVA 100.50 AMPSLOAD CONNECTED LOAD VA DIVERSITY FACTOR DIVERSIFIED LOAD VALIGHTS 0 125% 0GENERAL RECEPTACLES62,41058%36,205SPECIAL PURPOSE 0 100% 0HVAC HEATING + 0 100% 0HVAC COOLING + 0 100% 0REFRIGERATION 0 100% 0MOTORS 0 100% 0KITCHEN APPLIANCES 0 100% 0LARGEST MOTOR 0 25% 062,410DIVERSIFIED VA36,205+ DIVERSIFIED VA DOES NOT INCLUDE NON-COINCIDENT HEATING/COOLING LOADDIVERSIFIED AMPS 100L2D2 (EXIST) PANELBOARD208/120V, 3PH, 4WSERVES: ELECTRONICS BUSWAYS/GENERAL POWER225A, M.C.B.LOCATION: AUTO CENTER MECHANICAL ROOM10,000 AIC.GROUND BUSISOLATED GROUND BUSSURFACE MOUNTKVADESCRIPTION WIRE BRKR PLABCPL BRKR WIRE DESCRIPTION1A4A A/S20 1 0.72 0.72 1 20A3 FANS23A4B A/S20 1 0.72 0.72 1 20A4A,B,C FANS45A4C A/S20 1 0.72 0.72 1 20A5A,B FANS67A5B A/S20 1 0.72 0.72 1 20A6A,B FANS89A5B A/S20 1 0.72 0.72 1 20A7A,B,C FANS1011A6A A/S20 1 0.72 1 20CASE RECEPTACLES1213A6B A/S20 1 0.72 0.90 1 20ICE MACHINE1415A7C A/S20 1 0.72 0.72 1 20EXISTING LOAD1617A7B A/S20 1 0.72 0.54 1 20BREAD WARMER (19)1819A7C A/S20 1 0.72 1.25 3 60EXISTING LOAD2021PIZZA WARMER (19)20 1 1.10 1.252223TOWER (22)20 2 0.72 1.25 24251.00 1 15VENDING MACHINE2627EXISTING LOAD30 2 1.44 1.00 1 15VENDING MACHINE28291.10 2 20CHICKEN WARMER (22)3031EXISTING LOAD30 2 1.44 1.1032331.00 1 20VENDING MACHINE3435EXISTING LOAD20 1 0.72SPACE3637EXISTING LOAD20 1 0.72SPACE3839EXISTING LOAD20 1 0.72SPACE4041EXISTING LOAD20 1 0.72SPACE42TOTAL 10.73 10.83 7.93 KVAPER NEC ARTICLE 220 89.42 90.25 66.08 AMPSTOTAL LOAD 29.49 KVA 81.86 AMPSFEEDER LOAD 21.12 KVA 58.61 AMPSLOAD CONNECTED LOAD VA DIVERSITY FACTOR DIVERSIFIED LOAD VALIGHTS 0 125% 0GENERAL RECEPTACLES26,75069%18,375SPECIAL PURPOSE 0 100% 0HVAC HEATING + 0 100% 0HVAC COOLING + 0 100% 0REFRIGERATION 0 100% 0MOTORS 0 100% 0KITCHEN APPLIANCES2,740100%2,740LARGEST MOTOR 0 25% 029,490DIVERSIFIED VA21,115+ DIVERSIFIED VA DOES NOT INCLUDE NON-COINCIDENT HEATING/COOLING LOADDIVERSIFIED AMPS 59L2P (EXIST) PANELBOARD208/120V, 3PH, 4WSERVES: GENERAL POWER250A, M.C.B.LOCATION: EDC210,000 AIC.GROUND BARSURFACE MOUNTKVADESCRIPTION WIRE BRKR PLABCPL BRKR WIRE DESCRIPTION146E (19)20 1 0.20 1 20SPARE2346E (19)20 1 0.20 1.00 1 20TENANT SIGN45PICS20 1 0.72 0.20 1 2046E (19)67TENANT SIGN20 1 1.00 0.20 1 2046E (19)89STORE FRONT SIGN20 1 1.00 0.20 1 2046E (19)1011EXISTING LOAD20 1 0.72 0.20 1 2046E (19)1213SPARE20 1 0.20 1 2046E (19)1415SPARE20 1 0.18 1 2018A SEASONAL1617SPARE20 1120SPARE1819SPARE20 1 1.00 1 20GM VESTIBULE LIGHTS202146E (19)20 1 0.20 1 20SPARE222346E (19)20 1 0.20 1 20SPARE2425EXISTING LOAD20 1 0.72 1 20SPARE2627EXISTING LOAD20 1 0.72 0.72 1 20EXHAUST FAN2829SPACE120SPARE3031BOLLARD LIGHTING20 1 1.00 0.50 1 2032A JEWELRY3233FRONT CHECKOUTS20 1 0.90 0.50 1 2032A JEWELRY3435FRONT CHECKOUTS20 1 0.90 0.50 1 2032A JEWELRY3637FRONT CHECKOUTS20 1 0.90 0.20 1 2046E3839FRONT CHECKOUTS20 1 0.90 0.20 1 2046E404146E (19)20 1 0.20 0.20 1 2046E (22)42TOTAL 5.92 6.72 3.84 KVAPER NEC ARTICLE 220 49.33 56.00 32.00 AMPSTOTAL LOAD 16.48 KVA 45.74 AMPSFEEDER LOAD 16.99 KVA 47.16 AMPSLOAD CONNECTED LOAD VA DIVERSITY FACTOR DIVERSIFIED LOAD VALIGHTS5,000125%6,250GENERAL RECEPTACLES11,48094%10,740SPECIAL PURPOSE 0 100% 0HVAC HEATING + 0 100% 0HVAC COOLING + 0 100% 0REFRIGERATION 0 100% 0MOTORS 0 100% 0KITCHEN APPLIANCES 0 100% 0LARGEST MOTOR 0 25% 016,480DIVERSIFIED VA16,990+ DIVERSIFIED VA DOES NOT INCLUDE NON-COINCIDENT HEATING/COOLING LOADDIVERSIFIED AMPS 47L2U (EXIST) PANELBOARD240/120V, 1PH, 3WSERVES: CRITICAL ISOLATED GROUND EQUIPMENT100A, M.L.O.LOCATION: EDC210,000 AIC.GROUND BUSISOLATED GROUND BUSSURFACE MOUNTKVADESCRIPTION WIRE BRKR PLABCPL BRKR WIRE DESCRIPTION1DATA SYSTEMS RACK15 1 0.40 0.32 1 20COURTESY CASH WRAPS23DATA SYSTEMS RACK15 1 0.40 0.40 1 20DATA SYSTEMS RACK45FRONT CASH WRAPS (19)20 1 0.51 0.13 1 20IOM/2-V67FRONT CASH WRAPS (19)20 1 0.34 0.34 1 20FRONT CASH WRAPS89FRONT CASH WRAPS (19)20 1 0.34 0.34 1 20FRONT CASH WRAPS1011FRONT CASH WRAPS20 1 0.34 0.34 1 20FRONT CASH WRAPS (22)1213FRONT CASH WRAPS20 1 0.34 0.34 1 20FRONT CASH WRAPS (22)1415FRONT CASH WRAPS (19)20 1 0.34SPACE1617ATTENDANT STATION (22)20 1 0.72SPACE1819SPACESPACE20TOTAL 2.08 1.82 2.04 KVAPER NEC ARTICLE 220 17.33 15.17 17.00 AMPSTOTAL LOAD 5.94 KVA 24.75 AMPSFEEDER LOAD 5.94 KVA 24.75 AMPSLOAD CONNECTED LOAD VA DIVERSITY FACTOR DIVERSIFIED LOAD VALIGHTS 0 125% 0GENERAL RECEPTACLES5,940100%5,940SPECIAL PURPOSE 0 100% 0HVAC HEATING + 0 100% 0HVAC COOLING + 0 100% 0REFRIGERATION 0 100% 0MOTORS 0 100% 0KITCHEN APPLIANCES 0 100% 0LARGEST MOTOR 0 25% 05,940DIVERSIFIED VA5,940+ DIVERSIFIED VA DOES NOT INCLUDE NON-COINCIDENT HEATING/COOLING LOADDIVERSIFIED AMPS 25L3D (EXIST) PANELBOARD208/120V, 3PH, 4WSERVES: TLE EQUIPMENT175A, M.C.B.LOCATION: AUTO CENTER MECHANICAL ROOM10,000 AIC.GROUND BUSISOLATED GROUND BUSSURFACE MOUNTKVADESCRIPTION WIRE BRKR PLABCPL BRKR WIRE DESCRIPTION1WATER HEATER25 1 0.50 1.20 1 20RTU MAINT. RECEPT23HAND DRYER20 1 0.72 1.20 1 20RECEPTACLES45AIR DRYER20 1 0.50 1.20 1 20CASH WRAP (19)67RECEPTACLES20 1 1.00 1.20 1 20RECEPTACLES89RECEPTACLES / EF20 1 0.36 0.54 1 20RECEPTACLES / EF1011SURFACE LIFT20 1 1.00 1.00 1 20AIR / ELECTRIC BOX1213SURFACE LIFT20 1 0.40 1.00 1 20LOOK-UP STATIONS1415E.A.S. PEDESTAL20 1 0.54 1 20E.W.C.1617RADIANT HEATER20 1 1.08 0.72 2 30SURFACE LIFT1819TIRE BALANCER20 2 0.8020211.20 0.75 2 30SURFACE LIFT2223TIRE BALANCER20 2 1.20 0.36 2425 1.20 0.50 2 30SURFACE LIFT2627VACUUM20 1 1.202829VACUUM20 1230SURFACE LIFT3031VACUUM20 13233VACUUM20 1230SURFACE LIFT3435VACUUM20 13637SPARE20 1230SURFACE LIFT3839SUMP PUM20 14041UNIT HEATER20 1 1.25 1 2010B / E.W.C. (22)42TOTAL 7.80 6.51 8.31 KVAPER NEC ARTICLE 220 65.00 54.25 69.25 AMPSTOTAL LOAD 22.62 KVA 62.79 AMPSFEEDER LOAD 17.89 KVA 49.64 AMPSLOAD CONNECTED LOAD VA DIVERSITY FACTOR DIVERSIFIED LOAD VALIGHTS 400 125% 500GENERAL RECEPTACLES19,92075%14,960SPECIAL PURPOSE1,800100%1,800HVAC HEATING + 0 100% 0HVAC COOLING + 0 100% 0REFRIGERATION 0 100% 0MOTORS 500 100% 500KITCHEN APPLIANCES 0 100% 0LARGEST MOTOR 500 25% 12522,620DIVERSIFIED VA17,885+ DIVERSIFIED VA DOES NOT INCLUDE NON-COINCIDENT HEATING/COOLING LOADDIVERSIFIED AMPS 50L4D1 (EXIST) PANELBOARD208/120V, 3PH, 4WSERVES: GENERAL POWER250A, M.C.B.LOCATION: EDC410,000 AIC.GROUND BUSTWO-SECTION PANELGROUND BUSPANEL PROVIDED WITH EDCSURFACE MOUNTKVADESCRIPTION WIRE BRKR PLABCPL BRKR WIRE DESCRIPTION1CONTACTORS C1/C2 CTRL20 1 0.50 0.72 1 20BAKERY FREEZER HTRS23EDC4 RECEPTACLE20 1 0.72 0.72 1 20INSECT CONTROL45EMS BACKBOARD20 1 0.72 0.72 1 20M004 SCALLE LABLR/REC.67RFID SCANNERS20 1 0.50 0.72 2 15B033 ICING WARMER89RFID SCANNERS20 1 0.50 0.728.65A, 208/11011SPARE20 1 0.50 0.72 2 40B049 DONUT MACHINE1213BO4OG RACK OVEN20 3 2.00 0.4029.0A, 208/1141515.0A, 120/208/30.40 1 15B43G RACK OVEN16170.72 1 20B024 SCALE/B025 PRINTER1819B020 SCNR/B021 PRTR/B028 AC20 1 0.72 1 20B005A CONTROLS2021FROZEN CAKE CASE45 2 0.36 1 20SPARE222333.2A, 120/208/10.36 1 20FRZR & PENDANT LTG2425PICS/PRICE VERIFIER20 1 0.72 0.36 1 20TF BAKERY AROMA262792A COFFEE GRINDER20 1 0.72 1 20SPARE2829SPARE20 1 0.72 1 20RCU1 FANS, LTG, & A/S3031METHANE FAN, MEF420 1120OGP PRINTER REC. (19)3233METHANE FAN, MEF520 1120SPARE3435METHANE FAN, MEF620 1120B007A BREAD SLICER3637COMP HS-1 AUX PANEL30 3120OGP JBOX ALRM (19)3839120OGP MNGR STATION (19)4041120BLOWER MOTOR42Section: 243COMP HS-2 AUX PANEL30 3BLOWER MOTOR4445BLOWER MOTOR4647BLOWER MOTOR4849RCU130 3120OGP REFRIG. CASE (22)5051220OGP REFRIG. CASE (22)52535455SPARE30 1120OGP REFRIG. CASE (22)5657PRODUCE SPECIAL LTG40 1120OGP REFRIG. CASE (22)5859GROCERY/I.C. FRZR LTG20 1220OGP REFRIG. CASE (22)6061BAKERY/SEAFOOD LTG20 1SPARE6263SPACESPACE6465SPACE120B018B FLOOR REC.6667SPACESPACE6869SPACESPACE7071SPACESPACE72TOTAL 6.64 4.14 4.46 KVAPER NEC ARTICLE 220 55.33 34.50 37.17 AMPSTOTAL LOAD 15.24 KVA 42.30 AMPSFEEDER LOAD 14.12 KVA 39.19 AMPSLOAD CONNECTED LOAD VA DIVERSITY FACTOR DIVERSIFIED LOAD VALIGHTS 0 125% 0GENERAL RECEPTACLES12,24091%11,120SPECIAL PURPOSE3,000100%3,000HVAC HEATING + 0 100% 0HVAC COOLING + 0 100% 0REFRIGERATION 0 100% 0MOTORS 0 100% 0KITCHEN APPLIANCES 0 100% 0LARGEST MOTOR 0 25% 015,240DIVERSIFIED VA14,120+ DIVERSIFIED VA DOES NOT INCLUDE NON-COINCIDENT HEATING/COOLING LOADDIVERSIFIED AMPS 39L4D2 (EXIST) PANELBOARD208/120V, 3PH, 4WSERVES: GENERAL POWER400A, M.L.O.LOCATION: DELI PREP10,000 AIC.GROUND BUSTWO-SECTION PANELGROUND BUSPANEL PROVIDED WITH EDCSURFACE MOUNTKVADESCRIPTION WIRE BRKR PLABCPL BRKR WIRE DESCRIPTION1R/O WATER FILTRATION20 1 0.50 0.72 1 20P005 WRAPPER23R/O WATER FILTRATION20 1 0.72 0.72 1 20P004 SCALE/IC RECEPTS45SPARE20 1 0.72 1 20ROLLSEAL DOOR670004 SCALE/IC DELI REC.20 1 0.50 0.72 1 20RFID SCANNER890007 SLICER20 1 0.50 0.72 1 20RFID SCANNER10110005 WRAPPER20 1 0.50 0.72 1 20LEAK DETECTION1213D007.1 SLICER20 1 2.00 0.40 1 20D017 MICROWAVE1415D007.1 SLICER20 1 0.40 1 20SPARE1617SPARE20 1 0.72 1 20PRODUCE MISTING/PICS1819SPARE20 1 0.72 2 30R120 SERV. PIZZA CASE2021SPARE20 1 0.3619.8A, 120/208/12223SPARE20 1 0.36 3 30D102 - BLAST CHILLER (22)2425SPACE0.362627SPACE2829SPACE320R122 SLF SERV MULT DELI3031SPACE12.5A, 120/208/33233SPACE3435SPACE3637SPARE50 3330R121 SERVICE CASE383918.5A, 120/208/3404142Section: 2430004- SCALEAC/S ALM) REC.20 1335D049 PIZZA OVEN44450004 SCALE/IC DELI REC.20 127.8A, 120/208/34647SERVICE DELI RECEPTS20 14849SPARE20 1D049 SHUNT-TRIP BRKR5051SPARE15 1335D059F ROTISSERIE5253DELI FRZR & PENDANT LTG20 124.7A, 208/35455DELI FREEZER HTR20 15657SPARE20 1D059F SHUNT-TRIP BRKR5859SPARE20 1335D059F ROTISSERIE6061POULTRY COOLER HTR20 124.7A, 208/36263EH1, EH3 LIGHTS15 16465EFH1,EFH3/EH1,EH3 CNTLS30 1D059F SHUNT-TRIP BRKR6667EH2 LIGHTS20 1335D059F ROTISSERIE6869EFH2/ EH2 CONTROLS20 124.7A, 208/37071SPARE20 172730056B FRYER FILTER20 1D059F SHUNT-TRIP BRKR747500588 SHUNT-TRIP BKR20 1335D059F ROTISSERIE7677SPARE20 124.7A, 208/37879SPARE20 18081SPARE20 1D059F SHUNT-TRIP BRKR828398A (19)20 1 0.20SPACE84TOTAL 5.92 3.42 3.22 KVAPER NEC ARTICLE 220 49.33 28.50 26.83 AMPSTOTAL LOAD 12.56 KVA 34.86 AMPSFEEDER LOAD 12.56 KVA 34.86 AMPSLOAD CONNECTED LOAD VA DIVERSITY FACTOR DIVERSIFIED LOAD VALIGHTS 0 125% 0GENERAL RECEPTACLES9,560100%9,560SPECIAL PURPOSE3,000100%3,000HVAC HEATING + 0 100% 0HVAC COOLING + 0 100% 0REFRIGERATION 0 100% 0MOTORS 0 100% 0KITCHEN APPLIANCES 0 100% 0LARGEST MOTOR 0 25% 012,560DIVERSIFIED VA12,560+ DIVERSIFIED VA DOES NOT INCLUDE NON-COINCIDENT HEATING/COOLING LOADDIVERSIFIED AMPS 35L5D (EXIST) PANELBOARD208/120V, 3PH, 4WSERVES: GENERAL POWER225A, M.C.B.LOCATION: EDC510,000 AIC.GROUND BUSISOLATED GROUND BUSSURFACE MOUNTKVADESCRIPTION WIRE BRKR PLABCPL BRKR WIRE DESCRIPTION1MOTORIZED CARTS20 1 0.54 0.18 1 20EDC5 RECEPT23E.A.S. PEDESTAL20 1 0.75 0.18 1 20EXTERIOR RECEPT45EF (MECH RM)/RECIRC PUMP20 1 0.58 0.90 1 15VUH1 (GM VEST.)67WH (GM MECH RM)20 3 1.50 0.40 1 20VUH2(GM CT STOR.)894.5KW, 208/31.50 0.90 1 15VUH2 (GM ENTRY)10111.50 0.40 1 20MONITOR RACK SYS.1213DRY PIPE COMPRESSOR20 1 1.18 0.72 1 20LP OFFICE RECEPTS1415WM GREETER CAB/IC20 1 0.72 0.18 1 20COURTESY DESK IG1617VENDING MACHINES20 1 0.75 1.44 1 20COURTESY DESK REC.1819VENDING MACHINES20 1 0.75 0.72 1 20COURTESY DESK REC.2021VENDING MACHINES20 1 0.75 1.10 1 20REGRISTRY IG2223VENDING MACHINES20 1 0.75 1.10 1 20REGRISTRY IG2425VENDING MACHINES20 1 0.75 0.60 1 20COINSTAR2627DOOR OPERATOR20 1 0.60 0.84 1 20ATM/MCX REC.2829DOOR OPERATOR20 1 0.60 1.80 1 20HP PRINT STATION3031DOOR OPERATOR20 1 0.60 0.36 1 20PIC. MAKER/ FILM DROP3233DOOR OPERATOR20 1 0.60 1.08 1 20CASH/COUNTING REC.3435ICE MERCHANDISER20 1 0.18 0.36 1 20CASH/COUNTING IG3637EF (FRONT RESTROOMS)20 1 1.18 0.54 1 20STORE MNGRS OFFICE3839SP UNITS20 1 0.30 0.36 1 20STORE MNGRS OFFICE4041PHOTOLAB C/W20 1 0.08 1.08 1 20PHOTOLAB RECEPTS42Section: 243INKJET PRINTERS20 1 1.78 1.80 1 20METHANE EF-114445INKJET PRINTERS20 1 1.60 1.00 1 20METHANE EF-124647HP COLOR PRINTER20 1 1.44 1.44 1 20HP WIDE FORMAT PRINTER4849PICS/PV/LPTV20 1 1.18 0.86 1 20METHANE EF-1505118A SEASONAL20 1 1.44 0.86 1 20METHANE EF-2525311A SEASONAL/PV (19)20 1 1.62 0.54 1 2016C GC DISP/PV545567A GREETING CARDS20 1 0.48 0.43 1 2067A GREETING CARDS565767A GREETING CARDS20 1 0.98 0.72 1 2016A GC CASH WRAP585967A GREETING CARDS20 1 0.98 1 20SPARE6061GRDN CNTR DOOR OPER.20 1 0.60 1.00 1 24HP ORDER STATION6263CHICKEN WARMER20 2 0.50 0.72 1 20LOTTERY EQUIPMENT (22)64650.50 0.72 1 20DIGITAL MENU BOARDS (22)6667L+G RADIANT HEATERS20 1 1.40SPACE6869SPACESPACE7071SPACESPACE72TOTAL 19.55 17.68 18.76 KVAPER NEC ARTICLE 220 162.92 147.33 156.33 AMPSTOTAL LOAD 55.99 KVA 155.41 AMPSFEEDER LOAD 33.00 KVA 91.58 AMPSLOAD CONNECTED LOAD VA DIVERSITY FACTOR DIVERSIFIED LOAD VALIGHTS 0 125% 0GENERAL RECEPTACLES55,99059%32,995SPECIAL PURPOSE 0 100% 0HVAC HEATING + 0 100% 0HVAC COOLING + 0 100% 0REFRIGERATION 0 100% 0MOTORS 0 100% 0KITCHEN APPLIANCES 0 100% 0LARGEST MOTOR 0 25% 055,990DIVERSIFIED VA32,995+ DIVERSIFIED VA DOES NOT INCLUDE NON-COINCIDENT HEATING/COOLING LOADDIVERSIFIED AMPS 92LRC (EXIST) PANELBOARD208/120V, 3PH, 4WSERVES: MISC. 120V POWER100A, M.L.O.LOCATION: RECYCLE CENTER10,000 AIC.GROUND BUSTWO-SECTION PANELGROUND BUSPANEL PROVIDED WITH EDCSURFACE MOUNTKVADESCRIPTION WIRE BRKR PLABCPL BRKR WIRE DESCRIPTION1RECYCLING MACHINE (19)20 3 0.50 0.72 1 20INSECT CONTROL230.72 0.72 1 20SPARE450.72 0.72 1 25WATER HEATER67RECYCLING MACHINE (19)20 3 0.50 0.72 1 20SPARE890.50 0.72 1 15RCUH1 UNIT HEATER10110.50 0.72 1 20SPARE1213RECYCLING MACHINE (19)20 3 2.00 0.40 1 20EXHAUST FAN14150.40 1 20RECEPTACLE16170.72 1 20DOOR OPERATOR1819RECYCLING MACHINE (19)20 3 0.72 1 30RECYCLING AIR CURTAIN20210.36SPACE22230.36SPACE2425RECYCLING MACHINE (19)20 3 0.72 0.36SPACE26270.72SPACE28290.72SPACE3031SPARE20 3SPACE3233SPACE3435SPACE36373839404142TOTAL 6.64 4.14 4.46 KVAPER NEC ARTICLE 220 55.33 34.50 37.17 AMPSTOTAL LOAD 15.24 KVA 42.30 AMPSFEEDER LOAD 14.12 KVA 39.19 AMPSLOAD CONNECTED LOAD VA DIVERSITY FACTOR DIVERSIFIED LOAD VALIGHTS 0 125%0GENERAL RECEPTACLES12,24091%11,120SPECIAL PURPOSE3,000100%3,000HVAC HEATING + 0 100%0HVAC COOLING + 0 100%0REFRIGERATION 0 100%0MOTORS 0 100%0KITCHEN APPLIANCES 0 100%0LARGEST MOTOR 0 25%015,240DIVERSIFIED VA14,120+ DIVERSIFIED VA DOES NOT INCLUDE NON-COINCIDENT HEATING/COOLING LOADDIVERSIFIED AMPS 39LRX1 (EXIST) PANELBOARD208/120V, 3PH, 4WSERVES: GENERAL POWER60A, M.C.B.LOCATION: PHARMACY10,000 AIC.EQUIPMENT GROUND BUSISOLATED GROUND BUSFLUSH MOUNTKVADESCRIPTION WIRE BRKR PLABCPL BRKR WIRE DESCRIPTION1CHARGING UNIT REC. (19)20 1 0.50 1.20 1 20CASH REGISTERS23COUNTER RECEPTS (19)20 1 0.72 1.20 1 20RECEPTACLES45COUNTER RECEPTS (19)20 1 0.50 1.20 1 20RECEPTACLES67H.S.R. COMPUTER (19)20 1 1.00 1.20 1 20RECEPTACLES89DIGITAL DISPLAY (19)20 1 0.36 0.54 1 20H.S.R. COMPUTER (19)1011DIGITAL DISPLAY (19)20 1 1.00 1.00 1 20RECEPTACLES1213COUNTER RECEPTACLES (19)20 1 0.40 1.00 1 20BLOOD PRESS.1415WH (PHARMACY)25 1 0.54 1 20SPARE1617AUDIO/ VIDEO MATRIX15 1 1.08 0.72 1 20SPARE1819POWER DIST. SYS. (22)20 1 0.80SPACE2021POWER DIST. SYS. (22)20 1 1.20 0.75SPACE2223POWER DIST. SYS. (22)20 1 1.20 0.36 1 20POWER DIST. SYS. (22)2425POWER DIST. SYS. (22)20 1 1.20 0.50 1 20POWER DIST. SYS. (22)2627POWER DIST. SYS. (22)20 1 1.20 1 20POWER DIST. SYS. (22)2829POWER DIST. SYS. (22)20 1120POWER DIST. SYS. (22)30TOTAL 7.80 6.51 7.06 KVAPER NEC ARTICLE 220 65.00 54.25 58.83 AMPSTOTAL LOAD 21.37 KVA 59.32 AMPSFEEDER LOAD 17.26 KVA 47.91 AMPSLOAD CONNECTED LOAD VA DIVERSITY FACTOR DIVERSIFIED LOAD VALIGHTS 400 125% 500GENERAL RECEPTACLES18,67077%14,335SPECIAL PURPOSE1,800100%1,800HVAC HEATING + 0 100% 0HVAC COOLING + 0 100% 0REFRIGERATION 0 100% 0MOTORS 500 100% 500KITCHEN APPLIANCES 0 100% 0LARGEST MOTOR 500 25% 12521,370DIVERSIFIED VA17,260+ DIVERSIFIED VA DOES NOT INCLUDE NON-COINCIDENT HEATING/COOLING LOADDIVERSIFIED AMPS 48L1U1 (EXIST) PANELBOARD240/120V, 1PH, 3WSERVES: CRITICAL ISOLATED GROUND EQUIPMENT100A, M.L.O.LOCATION: EDC110,000 AIC.GROUND BUSEQUIPMENT GROUND BUSSURFACE MOUNTKVADESCRIPTION WIRE BRKR PLABCPL BRKR WIRE DESCRIPTION1SPARE15 1 0.50 0.72 1 20 IG COUNTER RECEPTACLE (19)23SPARE15 1 0.72 1.20 1 20SPARE45IG COUNTER REC. (19)15 1 0.50 1.20 1 20SPARE67SPARE15 1 1.00 1.20 1 20SPARE89SPARE15 1 0.36 0.54 1 20SPARE1011SPARE15 1 1.00 1.00 1 20SPARE1213EP/220 1 0.40 1.00 1 20PAGE/TELEPHONE1415SPARE20 1 0.54 1 20PHARMACY REC'S1617SPARE20 1 1.08 0.72 1 20SPARE1819SPARE20 1 0.80 1 20TELEPHONE BOARD2021SPARE20 2 1.20 0.75 2 30SPARE22231.20 0.36 2425SPARE20 1 1.20 0.50 1 20LP SYSTEM MODULE2627SPARE20 1 1.20 1 20LP SYSTEM MODULE2829UPC SYSTEM MODULE15 1230IBM BLADECENTER3031UPC SYSTEM MODULE20 13233UPC SYSTEM MODULE20 1120SPARE3435UPC SYSTEM MODULE20 1120SPARE3637UPC SYSTEM MODULE20 1SPACE3839UPC SYSTEM MODULE20 1SPACE4041UPC SYSTEM MODULE20 1SPACE42TOTAL 7.32 6.51 7.06 KVAPER NEC ARTICLE 220 61.00 54.25 58.83 AMPSTOTAL LOAD 20.89 KVA 87.04 AMPSFEEDER LOAD 17.02 KVA 70.92 AMPSLOAD CONNECTED LOAD VA DIVERSITY FACTOR DIVERSIFIED LOAD VALIGHTS 400 125% 500GENERAL RECEPTACLES18,19077%14,095SPECIAL PURPOSE1,800100%1,800HVAC HEATING + 0 100% 0HVAC COOLING + 0 100% 0REFRIGERATION 0 100% 0MOTORS 500 100% 500KITCHEN APPLIANCES 0 100% 0LARGEST MOTOR 500 25% 12520,890DIVERSIFIED VA17,020+ DIVERSIFIED VA DOES NOT INCLUDE NON-COINCIDENT HEATING/COOLING LOADDIVERSIFIED AMPS 71L1D1 (EXIST) PANELBOARD208/120V, 3PH, 4WSERVES: ELECTRONICS BUSWAYS/GENERAL POWER400A, M.C.B.LOCATION: EDC110,000 AIC.GROUND BARISOLATED GROUND BARSURFACE MOUNTKVADESCRIPTION WIRE BRKR PLABCPL BRKR WIRE DESCRIPTION1COLUMN RECEPTACLES20 1 0.90 2.25 2 25WATER HEATER23COLUMN RECEPTACLES20 1 0.54 2.2545RTU MAINT. RECEPTACLES20 1 0.18 0.72 1 20UPC67VENDING MACHINE20 1 1.40 0.36 1 20COUNTER RECEPTACLES (19)89VENDING MACHINE20 1 1.40 0.18 2 50PANEL L1U1011VENDING MACHINE20 1 1.40 1.62 1213JIB CRANE20 1 1.20 1.44 1 20RTU MAINT. RECEPTACLES1415BICYCLE ASSEMBLY20 1 0.36 0.54 1 20RTU MAINT. RECEPTACLES1617INSECT RECEPTACLES20 1 0.54 0.36 1 20COFFEE MAKER1819BREAKROOM RECEPTACLES20 1 0.54 0.36 1 20MICROWAVE2021VENDING MACHINE20 1 1.44 0.36 1 20REFRIGERATOR2223VENDING MACHINE20 1 1.44 0.72 1 20WIRE CUTTING TABLE2425VENDING MACHINE20 1 1.40 2.30 1 20MANAGER WORK STATION2627TRAINING RECEPTACLES20 1 0.54 2.30 1 20MANAGER WORK STATION2829TRAINING RECEPTACLES20 1 1.08 0.65 1 20UPC RECEPTACLES3031VENDING MACHINE20 1 1.40 1 20HAND DRYER3233VENDING MACHINE20 1 1.40 0.18 1 20HAND DRYER3435HAND DRYER20 1 2.30 0.36 1 20WATER COOLERS3637LAYAWAY RECEPTACLES20 1 1.08 0.36 1 20SPARE3839FLOOR SCRUBBER20 1 1.26 0.90 1 20DOOR BUZZER4041FLOOR SCRUBBER20 1 1.26 1.39 1 20CLAIMS RECEPTACLE42Section: 243ENG (19)20 1 0.36 0.36 1 20DIRECTS DESK4445ENG (19)20 1 0.36 0.36 1 20RECEIVING RECEPTACLES4647MOV (19)20 1 1.30 0.36 1 20UNIT HEATERS484905H (19)20 1 0.55 0.36 1 20ENG (19)5051LOT (19)20 1 0.45 0.36 1 20ENG (19)5253ELECTRONICS C/O20 1 0.36 1.08 1 20ENG (19)5455A1 EVAP FAN20 1 0.76 0.60 1 20ENG (19)5657FREEZER LIGHTS20 1 0.36 0.78 1 20ENG (19)5859FLOOR BURNISHER20 1 0.18 1.68 1 20WORM COOLER6061FLOOR BURNISHER20 1 0.18 0.60 1 20PAINT MIXER6263HIRING KIOSK20 1 0.36 0.60 1 20PAINT MIXER6465LBX (22)20 1 0.12 0.60 1 20PAINT MIXER6667LBX (22)20 1 0.12 0.18 1 2044A (22)6869SPACE0.18 1 2007B (22)7071SPACE120SPACE7273PANEL L1P100 3 10.52 1 20SPACE747510.90 1 20SPACE76776.61 1 20SPACE7879PANEL L1D2200 3 3.62 14.40 3 80REFRIGERATION RACK80812.48 14.4082832.96 14.40 84TOTAL 47.60 45.24 43.67 KVAPER NEC ARTICLE 220 396.67 377.00 363.92 AMPSTOTAL LOAD 136.51 KVA 378.91 AMPSFEEDER LOAD 84.06 KVA 233.31 AMPSLOAD CONNECTED LOAD VA DIVERSITY FACTOR DIVERSIFIED LOAD VALIGHTS 0 125% 0GENERAL RECEPTACLES114,91054%62,455SPECIAL PURPOSE 0 100% 0HVAC HEATING + 0 100% 0HVAC COOLING + 0 100% 0REFRIGERATION21,600100%21,600MOTORS 0 100% 0KITCHEN APPLIANCES 0 100% 0LARGEST MOTOR 0 25% 0136,510DIVERSIFIED VA84,055+ DIVERSIFIED VA DOES NOT INCLUDE NON-COINCIDENT HEATING/COOLING LOADDIVERSIFIED AMPS 233COURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).03/01/192/28/2019 4:46:26 PMC:\Users\mbailey\Documents\05240_Ithaca_NY_150_L_MEP_V18_mbailey_mbailey.rvtE4.1PANELBOARDSCHEDULESGS18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY1. TERMINATE GROUND ON ISOLATED GROUND BUS.2. INSTALL LOCKING DEVICE (LOCK-OFF FOR MAINTENANCE). LOCKING DEVICE SHALL BE UL LISTED. MANUFACTURER SHALL MATCH EXISTING PANELBOARD MANUFACTURER.3. INSTALL LOCKING DEVICE (LOCK-ON FOR CRITICAL LOAD).4. GFI BREAKER FOR PERSONNEL PROTECTION (5MA).5. GFI BREAKER FOR EQUIPMENT PROTECTION (30MA).6. CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP. SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONATELY PER NEC.7. REFER TO ONE-LINE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS.8. REFER TO ONE-LINE DIAGRAMS FOR WIRE SIZES.9. FACTORY WIRED TO LOAD.10. BREAKER SHALL BE HIGH MAGNETIC TYPE.11. NEW PNLBD TO REPLACE EXISTING PNLBD WITH THE SAME NAME. NEW PNLBD POPULATION WAS DETERMINED BY ORIGINAL CONSTRUCTION DRAWINGS. E.C. SHALL VERIFY THAT ALL EXISTING BRANCH CIRCUITS ARE EXTENDED TO NEW PNLBD LOCATION. E.C. SHALL VERIFY CONDITION OF EXISTING BRANCH CIRCUIT CONDUIT AND WIRE TO EXTEND PRIOR TO USE, TO INSURE THAT THEY MEET ALL U.L. RATINGS AND REPLACE AS REQUIRED.12. DUAL TAP SOLENOID OPERATED BREAKER. CONNECT EMERGENCY/NIGHT LIGHTING TO UNSWITCHED TERMINATION.13. EXISTING CIRCUIT TO REMAIN.14. ROUTE CIRCUIT THROUGH CONTACTOR.15. PROVIDE INTERLOCK WIRING WITH EXHAUST HOOD ANSUL SYSTEM.16. RELOCATED CIRCUIT FROM EXISTING PANELBOARD.17. PROVIDE LUG ADAPTERS AS REQUIRED.18. HACR CIRCUIT BREAKER.19. EXISTING CIRCUIT BREAKER TO REMAIN. VERIFY CONDITION OF CIRCUIT BREAKER TO ENSURE THAT IT IS OPERATIONAL AND MEETS ALL U.L. RATINGS.20. ROUTE CIRCUIT THROUGH EXISTING LCU CABINET UTILIZING EXISTING RELAY AND CONTROLS. UPDATE LCU IDENTIFICATION SCHEDULE WITH LOAD IDENTIFICATION.21. PROVIDE HANDLE LOCK OFF DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION. IF CIRCUIT BREAKER IS IDENTIFIED AS "EXISTING", FIELD VERIFY CIRCUIT BREAKER INDICATED IS NOT CONNECTED TO ANY LOAD AND UPDATE PANELBOARD CIRCUIT DIRECTORY IDENTIFYING CIRCUIT AS "SPARE".22. PROVIDE U.L. LISTED OVERCURRENT DEVICE TO COORDINATE AND MAINTAIN MANUFACTURER'S SERIES RATED SYSTEM.23. SOLENOID OPERATED CIRCUIT BREAKER. REFER TO ENERGY MANAGEMENT PLANS FOR CIRCUIT BREAKER CONTROL.24. TRACE EXISTING CIRCUIT, IDENTIFY LOAD AND PROVIDE COMPLETE TYPEWRITTEN PANELBOARD IDENTIFICATION SCHEDULE AND PLACE ON INTERIOR OF PANELBOARD DOOR. IF CIRCUIT IS A "SPARE" THEN REFER TO PANELBOARD NOTE (21).25. PROVIDE BLANK CIRCUIT BREAKER FILLER PLATE FOR EXPOSED SPACE IN PANELBOARD.GENERAL NOTES:1. E.C. SHALL ADD OR REARRANCE CIRCUIT BREAKERSWITHIN PANELBOARDS AS REQUIRED TO MATCH NEW CIRCUIT DESIGNATIONS SHOWN ON DRAWINGS.2. NEW OVERCURRENT PROTECTIVE DEVICES PLACE IN EXISTING PANELBOARDS OR DISTRIBUTION BOARDS SHALL MATCH THE TYPE AND AIC RATING OF EXISTING OVERCURRENT PROTECTION DEVICES IN SAID BOARD.3. E.C. SHALL TRACE ALL ELECTRICAL CIRCUITS FOR ALL EXISTING ELECTRICAL PANELBOARDS AFFECTED BY THE REMODEL AND IDENTIFY LOADS ON EACH CIRCUIT. PROVIDE A COMPLETE TYPEWRITTEN PANELBOARD IDENTIFICATION SCHEDULE FOR ALL AFFECTED PANELBOARDS.4. ALL OVERCURRENT DEVICES ARE NEW UNLESS NOTED OTHERWISE.PANELBOARD NOTES ()10.28.1620A WIRE SIZING SCHEDULE385 FT.770 FT.930 FT.620 FT.1865 FT.255 FT.ALL WIRE SIZES SHOWN ON PANEL SCHEDULES ARE INTENDED TO BE MINIMUM ACCEPTABLE WIRE SIZE.THE FOLLOWING SCHEDULE IS TO BE USED TO SIZE WIRE FOR 20 AMP CIRCUITS (120 AND 277 VOLT). LENGHTS (IN FEET) ARE INTENDED TO BE MAXIMUM.6-10 AMPS1-5 AMPS120 VOLT11-15 AMPS6-10 AMPS1-5 AMPS277 VOLT11-15 AMPS#8#12#10380 FT.760 FT.250 FT.240 FT.480 FT.160 FT.585 FT.1170 FT.390 FT.325 FT.110 FT.160 FT.#12200 FT.70 FT.100 FT.490 FT.165 FT.245 FT.#10#8#6#61ISSUE BLOCK1 REV #1 03/01/19 OS16.149TOILETLUBE AND TIREMOUNTING AREAWAITINGAREAMECHANICALSTORAGECUSTOMERSERVICEOFFICESECURITYSUPPLYFG131415E.A.S. PEDESTAL16.489H3BL3DT3D16.470L3D-42(20A-1P)16.227COURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 4:34:16 PMC:\Users\jbrickman\Desktop\2018 Local\05240_Ithaca_NY_150_L_MEP_V18_jbrickman.rvtE5ACCELECTRICALPLANSGS18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY1. SERVICE PIT: UNCLASSIFIED LOCATION PER NEC CHAPTER 5. CLASS 1 LIQUIDS ARE NOT TRANSFERRED, AND EXHAUST VENTILATION IS IN EXCESS OF 1 CFM PER SQUARE FOOT OF FLOOR AREA TAKEN FROM A POINT WITHIN 12" OF THE FLOOR.GENERAL AUTO CENTER NOTESKEYNOTES16.149 REPLACE EXISTING LIGHT SWITCH WITHOCCUPANCY SENSOR.16.227 ELECTRIC WATER COOLER RECEPTACLE:CONCEAL WITHIN CABINET PERMANUFACTURERS REQUIREMENTS.16.470 FURNISH AND INSTALL NEW 20 AMP, 120 VOLTCIRCUIT(S). FEED FROM PANELBOARD ASINDICATED. PROVIDE 20A-1P CIRCUIT BREAKERIF NEEDED. E.C. SHALL MATCH MANUFACTURER,TYPE AND AIC RATINGS OF EXISTING CIRCUITBREAKERS. E.C. SHALL VERIFY PRIOR TOROUGH-IN THAT EXISTING PANELBOARD HASSPARE CAPACITY TO ACCOMMODATEADDITIONAL LOAD.16.489 RELOCATE, EXTEND, AND RECONNECTCIRCUITRY AND ELECTRICAL DEVICES FORRELOCATED AND/OR NEW EQUIPMENT. VERIFYCONDITION OF BRANCH CIRCUITRY, CONDUITAND WIRE TO ENSURE THEY MEET ALL U.L.RATINGS AND REPLACE AS REQUIRED. VERIFYFINAL LOCATION OF RELOCATED/NEWEQUIPMENT WITH WALMART CONSTRUCTIONMANAGER PRIOR TO ROUGH-IN. 1/4" = 1'-0" 1AUTO CENTER ELECTRICAL PLANCONTRACTOR TO VERIFY THAT ALL LIGHTFIXTURES AND POWER DEVICES IN PIT ARE IN PROPER WORKING ORDER.REPAIR/REPLACE BROKEN OR DAMAGEDLIGHT FIXTURES AND POWER DEVICES ASREQUIRED. NEW LIGHT FIXTURES ARE TOBE TYPE 6C FIXTURES AND ARE TOMATCH THE EXISTING FIXTURE HEIGHTS.COORDINATE ALL WORK WITH WALMARTCONSTRUCTION MANAGER.CONTRACTOR TO VERIFY THAT ALL LIGHT FIXTURES AND POWER DEVICES IN PIT ARE RATED FOR HAZARDOUS LOCATION CLASS 1 DIV II.REPAIR/REPLACE BROKEN OR DAMAGEDLIGHT FIXTURES AND POWER DEVICES ASREQUIRED. NEW LIGHT FIXTURES ARE TOBE TYPE 6H FIXTURES AND ARE TOMATCH THE EXISTING FIXTURE HEIGHTS.COORDINATE ALL WORK WITH WALMARTCONSTRUCTION MANAGER.ISSUE BLOCK JJJJJJJJJDNEW CONDENSING UNIT - RCU-1CONNECT TO NEAREST EXISTING RTU MAINTENANCE RECEPTACLE CIRCUITH4B-37/39/41DISCONNECT WITH OVERCURRENT PROTECTION PROVIDED WITH UNITNOTE: CONDUIT AND WIRING TO RCU SHALL BE THROUGH REFRIGERATION LINE PENETRATION. NO CONDUITS ROUTED ACROSS ROOF, TYPNOTE: SLAVE WIRING BETWEEN REFRIGERATED CASES IN WIREWAY PROVIDED BY REFRIGERATION CONTRACTOR NOT SHOWN FOR CLARITY, R.C. SHALL REFER TO PANELBOARD SCHEDULES FOR SLAVE WIRING GROUPINGSGFI,WR,WPBC123416.95716.95716.95716.95716.95716.95716.957SMBTSMBTE2VDX6XNDX6XNDX6XNDX6XN16.957DX6LN16.711TYPREF 5-RE1SOLENOIDVALVERACKHOUSE "C"C-16/18 (20A-2P)1ROUTE EMT CONDUITS TO POINT OF TRANSITION TO FLEXSECURE CONDUIT TO FLOOR OR TOP OF CASE AS REQUIRED BY CODE, TYPPROVIDE TRANSITION FROM EMT TO LIQUID-TIGHT FLEXIBLE METAL CONDUITBRANCH CIRCUIT CONDUITS TO OTHER REFRIGERATED CASE SYSTEMS, TYPTERMINATION TO REFRIGERATED CASE ELECTRICAL CONNECTION POINT BY R.C.12" WIRE PIGTAILS TYP5' FLEX CONDUIT TYPROUTE CONDUIT FOR BRANCH CIRCUITS FROM OVERHEAD ALONG WITH REFRIGERATION PIPING. CONDUIT SHALL BE ROUTED THROUGH CHASE WHERE INDICATED ON PLANSPROVIDE (2) CONDUITS AND BRANCH CIRCUITS PER REFRIGERATED CASE SYSTEM. ONE CONDUIT WILL SERVE 120V CASE FANS, LIGHTS AND ANTI-SWEAT CIRCUITS. ONE CONDUIT WILL SERVE 208V CASE ELECTRIC DEFROST CIRCUIT. ON SYSTEMS WITHOUT ELECTRIC DEFROST, ONLY PROVIDE ONE CONDUIT. REFERENCE PLANS FOR ADDITIONAL EMS CONDUIT AT CHASE LOCATION.PVC CHASE WHERE INDICATED ON PLANSFLOOR OR TOP OF CASE. COORDINATE TOP OR BOTTOM FED CASE ELECTRICAL CONNECTION WITH ARCHITECTURAL PLANSPROVIDE CEILING MOUNTED MANUAL SWITCH 'SQUARE D' CLASS 2510 OR CLASS 3110 IF OVER 30 AMPS (OR EQUAL), TYPE M, WITH NEMA 4 WATERTIGHT DIE CAST ZINC ENCLOSURE FOR CONNECTION OF EVAPORATOR COIL FANS (CF) AND/OR ELECTRIC DEFROST (ED), (WHERE SHOWN ON DRAWINGS). PROVIDE PLACARD ON CEILING DETAILING PURPOSE OF EACH MANUAL SWITCH AND THE ELECTRICAL SOURCE (PANEL AND CIRCUIT NUMBER).NOTE: DO NOT LOCATE WP JUNCTION BOX DIRECTLY IN FRONT OF DISCHARGE FAN, OFFSET TO SIDE.TYPICAL COILEMT CONDUIT AND WIRING TO NEXT COIL POWER JUNCTION BOX ON SAME SYSTEM WHEN MULTIPLE COILS ARE IN SAME COOLER/FREEZER BOX. POWER CONDUIT AND WIRING SAME SIZE AND QUANTITY AS WIRING TO PANEL.1" EMT CONDUIT PENETRATION SEALED WITH SILICONE SEALANT.NOTE: TAP DEFROST CIRCUIT IN JUNCTION BOX WITH #10 AWG FOR CONNECTION TO UNIT. MAXIMUM LENGTH OF TAP CONDUCTOR 18"CONDULET AT CEILING PENETRATION FILLED WITH SILICONECOIL FAN/DEFROST POWER EMT CONDUIT AND WIRING TO DESIGNATED PANEL VIA WALK-IN FAN/DEFROST CONTROL DEVICE. FINAL CONNECTION BY RC.COOLER/FREEZER BOX CEILINGCEILING MOUNTED WP JUNCTION BOX WITH THREADED HUBS AND GASKETED COVERPLATE. SEAL TOP OF JUNCTION BOX TO COOLER/FREEZER CEILING WITH SILICONE SEALANT.1" LIQUID-TIGHT FLEXIBLE METAL CONDUIT TO KNOCKOUT ON UNIT. FINAL CONNECTION TO COIL BY RC.ÆÆÆPROVIDE 208/3Ø HOME RUN TO DESIGNATED PANEL BOARD . FINAL CONNECTION AT CASE BY R.C.CALCULATION OF 3Ø UNBALANCED LOADB LOAD = (12.6 A + 12.6 A) x .866 = 21.8 A (HIGH LEG)A LOAD = (12.6 A + 9.9 A) x .866 = 19.5 AB LOAD = (12.6 A + 12.6 A) x .866 = 21.8 A (HIGH LEG)C LOAD = (12.6 A + 9.9 A) x .866 = 19.5 ANOTES:ON SYSTEMS WITH UNEQUAL LOADS, REC (REFRIGERATION ELECTRICAL CONTRACTOR) SHALL ARRANGE CONNECTIONS FOR MAXIMUM BALANCEACCBBACBA12.6 A9.9 A12.6 A4 DOOR CASE5 DOOR CASE5 DOOR CASETYPICAL REFRIGERATED CASE SYSTEMPROVIDE (2) CONDUITS AND BRANCH CIRCUITS PER REFRIGERATED CASE SYSTEM. ONE CONDUIT WILL SERVE 120V CASE FANS, LIGHTS AND ANTI-SWEAT CIRCUITS. ONE CONDUIT WILL SERVE 208V CASE ELECTRIC DEFROST CIRCUIT. ON SYSTEMS WITHOUT ELECTRIC DEFROST, ONLY PROVIDE ONE CONDUIT. TERMINATION TO REFRIGERATED CASE ELECTRICAL CONNECTION POINT BY R.C.PROVIDE TRANSITION FROM PVC TO EMTTYPICAL REFRIGERATED CASE SYSTEMROUTE EMT CONDUITS (UNDER CASES, ABOVE SLAB) TO POINT OF TRANSITION TO FLEX5' FLEX CONDUIT TYP12" WIRE PIGTAILS TYPBRACKET CONDUIT TO FLOOR AS REQUIRED PER CODE TYPPROVIDE TRANSITION FROM EMT TO FLEXREFRIGERATION PITUNDERSLAB PVC CONDUIT FOR REFRIGERATED CASE BRANCH CIRCUITS FLOORF1E2E16.470COURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.07/30/197/30/2019 10:09:53 AMC:\Users\tlewis\Documents\05240_Ithaca_NY_150_L_MEP_V18_tlewis.rvtRE1REFRIGELECTRICALPLANTL18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY 1/8" = 1'-0" 1REFRIGERATION FRONT ELECTRICAL PLANNTS2OVERHEAD CASE CONNECTION WIRINGNTS3EVAPORATOR COIL WIRINGNTS4CASE DEFROST WIRINGNTS5UNDERSLAB CASE CONNECTION WIRING1. COORDINATE ALL WORK WITH REFRIGERATION CONTRACTOR (R.C.) PRIOR TO INSTALLATION.2. REFRIGERATED CASES: E.C. SHALL PROVIDE CONDUIT AND WIRE FOR REFRIGERATED CASE FANS, LIGHTS AND ANTI-SWEAT HEATERS, AND (IF APPLICABLE) ELECTRICAL DEFROST. PROVIDE ADEQUATE CONDUCTOR LENGTH TO ALLOW TERMINATION. NEATLY BUNDLE CIRCUITS AND CLEARLY TAG AND LABEL EACH CIRCUIT WITH BRANCH CIRCUIT DESIGNATION AND REFRIGERATION SYSTEM NUMBER FOR FINAL TERMINATION AT CASE BY R.C. REF CASE CONNECTION WIRING DETAIL.3. WALK-IN UNITS: PROVIDE CONDUIT AND WIRE FOR EVAPORATOR COIL FANS (CF) AND (IF APPLICABLE) ELECTRIC DEFROST (ED). PROVIDE ADEQUATE CONDUCTOR LENGTH TO ALLOW TERMINATION. NEATLY BUNDLE CIRCUITS AND CLEARLY TAG AND LABEL EACH CIRCUIT WITH BRANCH CIRCUIT DESIGNATION AND REFRIGERATION SYSTEM NUMBER FOR FINAL TERMINATION AT COIL BY R.C. REF EVAPORATOR COIL WIRING DETAIL.4. ROUTE REFRIGERATED CASE AND WALK-IN UNIT COIL FAN, LIGHTS, ANTI-SWEAT AND DEFROST BRANCH CIRCUITS TO WIREWAYS PROVIDED AT REFRIGERATION EQUIPMENT AND/OR PANELBOARDS AS REQUIRED. 5. REFRIGERATED CASE WIRING COMPARTMENT REPRESENTED ON DRAWING BY JUNCTION BOX.6. KEEP PENETRATIONS THROUGH WALK-IN UNITS TO A MINIMUM. ROUTE ALL CONDUITS SERVING FREEZERS AND COOLERS ON INSIDE OF BOX.7. ALL CONDUITS INSTALLED ON TOP OF WALK-IN UNITS SHALL BE A MINIMUM OF 6" FROM ANY EDGE TO ALLOW SPACE FOR EDGE PROTECTION NETTING. DO NOT ROUTE CONDUITS ABOVE THE CEILING GRID ACCESS UNLESS CONDUITS ARE INSTALLED IN JOIST SPACE, REF ARCH.8. UNDERSLAB CIRCUITS SHALL NOT BE ROUTED UNDER WALK-IN FREEZERS AND SHALL BE ROUTED ABOVE REFRIGERANT LINES WHERE THEY CROSS.9. CIRCUITS FOR REFRIGERATED CASES SERVED BY UNDERSLAB REFRIGERATION PIPING ARE TO BE ROUTED UNDERSLAB AND EXTENDED TO THE FIRST CASE IN EACH SYSTEM. WIRING AND CONDUIT FOR SLAVE WIRING BETWEEN CASES SHALL BE PROVIDED BY R.C. REFER TO UNDERSLAB CASE CONNECTION WIRING DETAIL.10. ALL UNDERSLAB CONDUITS SHALL BE 3/4" MIN.11. CIRCUITS FOR REFRIGERATED CASES SERVED BY OVERHEAD REFRIGERATION PIPING ARE TO BE ROUTED DOWN FROM STRUCTURE AT THE SAME LOCATION AS THE REFRIGERATION PIPING AND EXTENDED TO THE FIRST CASE IN EACH SYSTEM. WIRE AND CONDUIT FOR SLAVE WIRING BETWEEN CASES SHALL BE PROVIDED BY THE R.C. REFER TO OVERHEAD CASE CONNECTION WIRING DETAIL. 12. ON GROUPS OF THREE OR MORE REFRIGERATED CASES WITH ELECTRIC DEFROST, R.C. SHALL CONNECT CASES TO CREATE A THREE-PHASE HEATER CIRCUIT. HEATER LOADS SHALL BE BALANCED BETWEEN PHASES AS EVENLY AS POSSIBLE. REF CASE DEFROST WIRING DETAIL.13. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT SERVING REFRIGERATED CASES OR WALK-IN UNITS AS INDICATED ON PLANS.14. PROVIDE CIRCUIT BREAKER LOCKING DEVICE (LOCK-OFF FOR MAINTENANCE) ON NEW AND/OR EXISTING CIRCUIT BREAKERS SERVING REFRIGERATED CASE ANTI-SWEAT HEATERS OR DRAIN HEATERS.15. REFERENCE ARCHITECTURAL DEMOLITION PLANS FOR FULL EXTENT OF DEMOLITION WORK REQUIRED.GENERAL REFRIGERATION ELECTRICAL NOTES09.28.18KEYNOTES16.470 FURNISH AND INSTALL NEW 20 AMP, 120 VOLTCIRCUIT(S). FEED FROM PANELBOARD ASINDICATED. PROVIDE 20A-1P CIRCUIT BREAKERIF NEEDED. E.C. SHALL MATCH MANUFACTURER,TYPE AND AIC RATINGS OF EXISTING CIRCUITBREAKERS. E.C. SHALL VERIFY PRIOR TOROUGH-IN THAT EXISTING PANELBOARD HASSPARE CAPACITY TO ACCOMMODATEADDITIONAL LOAD.16.711 POINT OF TRANSITION FROM EMT TO FLEX.PROVIDE CONDUIT AND BRANCH CIRCUITS FORREFRIGERATED CASE FANS, LIGHTS,ANTI-SWEAT HEATERS, AND ELECTRICALDEFROST (IF REQUIRED). TERMINATION TOREFRIGERATED CASE ELECTRICAL CONNECTIONPOINT BY R.C. REFER TO CASE CONNECTIONWIRING DETAIL.16.957 CONNECT CIRCUIT(S) TO EXISTING BRANCHCIRCUITRY. MINIMUM WIRE SIZE ANDPANELBOARD CIRCUIT ARE NOTED. VERIFY SIZE,RATING AND CONDITION OF EXISTING BRANCHCIRCUIT CONDUIT AND WIRE PRIOR TO USE TOENSURE THAT THEY MEET REQUIRED SIZE, ANDALL U.L. RATINGS AND REPLACE AS REQUIRED.ALL CONDUCTOR SIZES ARE BASED ON 75 DEG C RATED TERMINATIONS AND TYP THHN/THWN-2 INSULATION; FOR TERMINATIONS OR INSULATION TYPES RATED LESS THAN 75 DEG C. MODIFY SIZES ACCORDING TO NFPA 70.CIRCUIT SCHEDULEXXXXINDICATE WIRE SIZE FOR CIRCUIT HERE.NOTE: REFRIGERATION CONTRACTOR IS RESPONSIBLE FOR ALL FINAL REFRIGERATION ELECTRICAL TERMINATIONS TO REFRIGERATION EQUIPMENT 1/8" = 1'-0" 6REFRIGERATION REAR ELECTRICAL PLANISSUE BLOCK1 CCD #5 07/30/19 BCD123416.12616.126TYP16.126TYPREMOVE ALL UNUSED LIGHT FIXTURE MOUNTINGHARDWARE FROM DEMOLISHED LIGHT FIXTURES(I.E. UNITRUST, JUNCTION BOXES, ETC.)SERVICE DELI16.126TYP16.125TYPBC12347TYPTYPCONTRACTOR IS RESPONSIBLE FOR COMPLETE INSTALLATION OF THE LIGHTING SYSTEM AS INDICATED ON PLANS AND/OR AS MODIFIED TO ACCOMMODATE EXISTING OBSTRUCTIONS. IDENTIFY CONFLICTS PRIOR TO ROUGH-IN. WHERE CONFLICTS WITH EXISTING UTILITIES OCCUR ADJUST FIXTURE LOCATION AS REQUIRED. FIXTURES SHALL BE INSTALLED AS NEAR AS POSSIBLE TO LOCATIONS INDICATED ON PLANS WITH EVEN SPACING MAINTAINED.SERVICE DELIabcdc,da,b16.900917TYP16.13116.900efghe,f16.13116.900g,h16.900BAKERYCOURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 4:34:24 PMC:\Users\jbrickman\Desktop\2018 Local\05240_Ithaca_NY_150_L_MEP_V18_jbrickman.rvtGE1GROCERYLIGHTINGPLANSTR18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWY1. TRACK LIGHTING INSTALLATIONA. ORIENT TRACK TO UTILIZE LEFT FEED CURRENT LIMITERS.B. PROVIDE POWER TO EACH FIXTURE ROW VIA 1/2" FLEXIBLE METAL CONDUIT. C. FIXTURES SHALL BE ATTACHED DIRECTLY TO TRACK UTILIZING PROVIDED CONNECTORS.D. TRACK IS TWO-CIRCUIT. STRIP FIXTURES SHALL BE CONNECTED TO ONE CIRCUIT AND CYLINDER FIXTURES SHALL BE CONNECTED TO OTHER CIRCUIT. CYLINDERS AND STRIPS CANNOT BE ON THE SAME CIRCUIT. E. REFERENCE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR INFORMATION ON ATTACHING FIXTURES TO TRACK. 2. TRACK LIGHTING MOUNTING HEIGHT CONSIDERATIONSA. UTILIZE PROVIDED AIRCRAFT CABLE PERMANUFACTURER'S RECOMMENDATIONS TO SUSPENDTRACK FOLLOWING CORRECT ALTERNATE FROM THE LIST BELOW. IF THERE ARE ANY OBSTRUCTIONS PREVENTING UNIFORM MOUNTING HEIGHT (E.G. DUCTWORK), MOUNT TRACK BELOW OBSTRUCTIONS AT MAXIMUM POSSIBLE HEIGHT WHERE ALL ROWS ARE AT UNIFORM HEIGHT.ALTERNATE 1 -IF PRODUCE AREA GIRDER IS PARALLEL TO TRACK OR IF PRODUCE AREA GIRDER IS PERPENDICULAR TO TRACK AND BOTTOM OF GIRDER IS ABOVE 16', SUSPEND TRACK TO A UNIFORM 16'-0" HEIGHT.ALTERNATE 2 -IF PRODUCE AREA GIRDER IS PERPENDICULAR TO TRACK AND BOTTOM OF GIRDER IS BELOW 16', TRACK SHALL RUN THROUGH GIRDER WEBBING AND BE SUSPENDED TO A UNIFORM 16'-0" HEIGHT. UNIFORMLY ADJUST ALL TRACK LOCATIONS TO ENSURE THE SPACE BETWEEN THE STRIP AND CYLINDER FIXTURE FALLS AT THE INTERSECTION OF THE GIRDER AND TRACK.3. TRACK LIGHTING TESTINGA. UPON COMPLETION OF INSTALLATION, CONTRACTOR SHALL TEST PRODUCE LIGHTS FOR PROPER OPERATION. B. ENSURE CORRECT SIZE CURRENT LIMITERS ARE INSTALLED ON EACH TRACK ROW PER PLANS.C. ENSURE CYLINDER FIXTURES ARE CONNECTED TO THE SMALLER OF TWO CURRENT LIMITER SIZES ON EACH ROW.D. ENSURE ALL CYLINDERS ARE ON THE SAME CIRCUIT(S). E. ENSURE ALL STRIP FIXTURES ARE ON THE SAME CIRCUIT(S).PRODUCE LIGHTING GENERAL NOTES02.23.18KEYNOTES16.125 EXISTING LIGHT FIXTURES TO REMAIN UNLESSNOTED OTHERWISE.16.126 EXISTING LIGHT FIXTURE TO BE DEMOLISHED.16.131 CONNECT TO EXISTING CIRCUIT. E.C. SHALLVERIFY PRIOR TO ROUGH-IN THAT EXISTINGCIRCUIT HAS SPARE CAPACITY TOACCOMMODATE ADDITIONAL LOAD.16.900 PROVIDE BI-LEVEL LIGHTING BY ALTERNATINGSWITCH LEGS BETWEEN LIGHT FIXTURES.(CHECKERBOARD)INSTALL PERIMETER FIXTURES IN THE SALES FLOOR AREA A MINIMUM OF 4'-0" AND A MAXIMUM OF 5'-0" FROM THE WALL UNLESS NOTED OTHERWISE. IDENTIFY STRUCTURAL CONFLICTS PRIOR TO INSTALLATION AND ADJUST FIXTURES AS NECESSARY TO MAINTAIN CONTINUOUS ROWS 1/16" = 1'-0" 1GROCERY LIGHTING DEMO PLAN 1/8" = 1'-0" 2GROCERY LIGHTING PLANISSUE BLOCK JJ16.492HOOD& EFB2316.48916.489SCALESTYP OF 3SLICERSTYP OF 3D102RH0122 - 4'RH0135CASE INSTALLATION, FINAL CONNECTIONSAND START-UP BY ELECTRICAL CONTRACTOR.TYP OF 2.16.47016.47016.470SERVICEDELICOURTNEYO.WASSO M 098359STATEOFNEWYORK L I C E N SED PROFESSIONALENGINEEREXCELSIRO345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH, AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.IMPORTANT NOTICE:THIS DRAWING SHALL NOTBE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR).EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.01/21/191/18/2019 4:34:32 PMC:\Users\jbrickman\Desktop\2018 Local\05240_Ithaca_NY_150_L_MEP_V18_jbrickman.rvtGE2GROCERYPOWERPLANSGS18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18ITHACA, NYCWGENERAL REMODEL135 FAIRGROUNDS MEMORIAL PKWYKEYNOTES16.470 FURNISH AND INSTALL NEW 20 AMP, 120 VOLTCIRCUIT(S). FEED FROM PANELBOARD ASINDICATED. PROVIDE 20A-1P CIRCUIT BREAKERIF NEEDED. E.C. SHALL MATCH MANUFACTURER,TYPE AND AIC RATINGS OF EXISTING CIRCUITBREAKERS. E.C. SHALL VERIFY PRIOR TOROUGH-IN THAT EXISTING PANELBOARD HASSPARE CAPACITY TO ACCOMMODATEADDITIONAL LOAD.16.489 RELOCATE, EXTEND, AND RECONNECTCIRCUITRY AND ELECTRICAL DEVICES FORRELOCATED AND/OR NEW EQUIPMENT. VERIFYCONDITION OF BRANCH CIRCUITRY, CONDUITAND WIRE TO ENSURE THEY MEET ALL U.L.RATINGS AND REPLACE AS REQUIRED. VERIFYFINAL LOCATION OF RELOCATED/NEWEQUIPMENT WITH WALMART CONSTRUCTIONMANAGER PRIOR TO ROUGH-IN.16.492 E.C. SHALL COORDINATE WITH GENERALCONTRACTOR AND ARCHITECTURALDEMOLITION PLANS THE EXTENT OF ELECTRICALDEMOLITION. REMOVE CONDUITS AND WIRESALL THE WAY BACK TO ORIGINATING JUNCTIONBOXES OR PANELBOARDS. DEMOLITION SHALLNOT AFFECT ACTIVE CIRCUITS. LABELDEMOLISHED CIRCUIT(S) IN PANELBOARDS AS"SPARE". COORDINATE EXACT REQUIREMENTSWITH EXISTING CONDITIONS PRIOR TO BID. 1/8" = 1'-0" 1SERVICE DELI DEMO POWER PLAN 1/8" = 1'-0" 2SERVICE DELI POWER PLANGROCERY EQUIPMENT SCHEDULENUMBER DESCRIPTION MANUFACTURER MODEL VOLT/PHASE AMPS TERMINATION MTG. HT. NOTESDELI EQUIPMENT SCHEDULED102 BLAST CHILLER TRAULSEN TBC-13 208/120/1 16.00 A WP, RECEPTACLE, NEMA: L14-20R 20" KREFRIGERATED AND HOT CASE SCHEDULERH0122 - 4' 4' HOT DELI SELF-SERVICE MULTI-DECK CUSTOM DELI'S DILW-SS 120/208/3 10.00 A WP JUNCTION BOX 12" E,FRH0135 8' OVER/UNDER HOT CASE CUSTOM DELI'S ILW-CB-SS 120/208/3 25.68 A WP JUNCTION BOX 12" E,FELECTRICAL EQUIPMENT SCHEDULE NOTESA. NOT USEDB. NOT USEDC. NOT USEDD. NOT USEDE. PROVIDE WEATHERTIGHT FLEX CONDUIT AND WIRING FROM DISCONNECT SWITCH OR JUNCTION BOX TO EQUIPMENT KNOCKOUT OR ELECTRICAL CONNECTION POINT.F. MAKE FINAL CONNECTION TO EQUIPMENT.G. NOT USEDH. NOT USEDI. NOT USEDJ. NOT USEDK. CORD AND PLUG FURNISHED WITH EQUIPMENT.L. NOT USEDISSUE BLOCK COUNTERTOPDDDDDDDDDOODDDDDDDSSLSSLBADDDDANCHOR STRAP SUPPLIER CONTACT INFORMATION: LOZIER: JOSH GOEDKEN, joshua.goedken@lozier.biz, (402) 457-8379 MADIX: CHERI BAGLEY, cbagley@madixinc.com, (256) 839-63542.NOTES: 1. ANCHOR BOLTS AND STRAPS AS NOTED ARE FURNISHED BY AND INSTALLED BY THE GENERAL CONTRACTOR (GC).3678 ECSHELVING DEPTH(IN INCHES)END FRAME HEIGHT(IN INCHES)END CAPFIXTURE SYMBOLDEPTHANCHOR BOLT(REF DETAILS)24VSHELVING WIDTH (IN INCHES)(SD = SUPER DUTY, IF NOTED)SHELVING FIXTURE TYPE MARK AND HEIGHT, PER SCHEDULEHALF GONDOLAFIXTURE SYMBOLANCHOR BOLT (REF DETAILS)24VSDNOTE: ANCHORS SHOWN ABOVE ARE FOR EXAMPLE ONLY, REFER TO PLAN AND DETAILS FOR ACTUAL ANCHOR CONFIGURATION.ONLY THOSE RACK/SHELVING FIXTURES NOTED ON THIS PLAN REQUIRE ANCHORAGE (UNO).EXISTING RACK FRAMES TO BE RELOCATED TO LOCATION SHOWN, ANCHOR PER 5A-FXS2(THESE FRAMES ONLY)PROVIDE (1) 1/2" DIA x 2 1/2" HILTI ANCHOR BOLT, REF 5A-FXS2, AT EACH BASE PLATE WHERE ANCHOR BOLTS ARE MISSING OR DAMAGED (TYP AT FRAMES WITH "*" SHOWN ON PLAN, FIELD VERIFY)REPLACE EXISTING DAMAGED FRAMES WITH (4) EXISTING NON-DAMAGED 44" WIDE x 120" TALL FRAMES AT LOCATIONS SHOWN (FIELD VERIFY), ANCHOR EACH BASE PLATE PER 5A-FXS2DENOTES ANCHOR BOLT(S) AT SHELVING FRAMES REQUIRING ANCHORAGE, REF SHELVING FIXTURE AND ANCHORAGE SCHEDULE FOR REQUIRED ANCHORAGE DETAIL, TYPDENOTES ANCHOR BOLT(S) AT RACK FRAME BASE PLATE, REF RACK FRAME AND ANCHORAGE SCHEDULE FOR REQUIRED ANCHORAGE DETAIL, TYPFXS29A1EXISTING BIKE RACK FRAMES TO BE RELOCATED TO LOCATION SHOWN,ANCHOR PER 6-FXS2(ANCHOR (3) PLACES AT EACH FRAME)ALL HALF GONDOLA FIXTURES ARE TO BE ANCHORED AT ANY TEMPORARY OR FINAL LOCATION, REF SHELVING FIXTURE AND ANCHORAGE SCHEDULE FOR REQUIRED ANCHORAGE DETAILS, TYPEXISTING BASKETBALL GOAL FIXTURE TO BE RELOCATED TO LOCATION SHOWN, ANCHOR EACH BASE PLATE PER 5B-FXS223456789101112131415BCDEFGHJKEXISTING RACK FRAMES TO BE RELOCATED TO LOCATION SHOWN, ANCHOR PER 5A-FXS2(THESE FRAMES ONLY)EXISTING RACK FRAMES TO BE RELOCATED TO LOCATION SHOWN, ANCHOR PER 5A-FXS2(THESE FRAMES ONLY)45' - 10"36' - 8"27' - 6"18' - 4"9' - 2"4' - 7"5' - 0" 28' - 0" 5' - 0" 28' - 0" 38' - 6" 20' - 0" 8' - 0" 8' - 0" 10' - 6" 32' - 0"32' - 0"20' - 0"10' - 0"12' - 0"12' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 32' - 0"8' - 0"12' - 3" 20' - 3"16' - 3" 8' - 3"4' - 3"28' - 3"5' - 0" 20' - 0"8' - 0" 28' - 0" 8' - 3"7' - 9"11' - 9"7' - 9"6' - 0" 8' - 0"44' - 0" 6' - 0" 6' - 0" 44' - 0" 6' - 0" 6' - 0" 6' - 0" 32' - 0"32' - 0"5' - 6" 16' - 0" 6' - 0"44' - 0" 6' - 0"8' - 0"84' - 0"60' - 0"8' - 3"70' - 6"24' - 0"22' - 6"18' - 6"8' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0" 5' - 0"5' - 0"5' - 0"20' - 0"24' - 0"32' - 0"5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0"18V18V24W24W24W24V24X24X24V24V24-120 075A44-72 075A24-72 075A24-72 075A24-120 075A24-120 075A24R18S18R18T18S18S18S18S15S18S18T18T18T18S18S18S18S18S18S18R24XSD24S2490EC24XSD24XSD24XSD2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC2490EC24XSD4878EC4878EC4878EC2490EC2490EC2490EC2490EC3678EC3678EC18V18V18V24X24X24V18V18V18V18V24W30YZ24W24/44-120 075A24W24W24W24W18R24W18V18V18V18V18V3678EC3678EC18V18V18V36V18V18V18V18V18V18V24W24W24W24X24X18V18W18V18V24-120 075A17' - 0"44-120 075A8' - 6" 8' - 0"24W24U20' - 3"24-120 075A7' - 9"7' - 9" 12' - 8"44-120 075BEXISTING FLOOR SYSTEM IS COMPRISED OF A STRUCTURAL REINFORCED SLAB WITH GRADE BEAMS AND PIERS. PRIOR TO DRILLING FULL HOLES FOR ANCHORS, PRE-DRILL PILOT HOLE TO VERIFY EXISTING SLAB REINFORCING WILL NOT INTERFERE WITH NEW ANCHOR LOCATION. ADJUST ANCHORS AS NECESSARY TO MISS EXISTING SLAB REINFORCING.DO NOT DAMAGE EXISTING SLAB REINFORCING.3678EC40' - 0"24X44-120 075 AFRAME DEPTH (IN INCHES)("24/44" = DESK)FRAME POST WALL THICKNESS(INCHES, 075 = 0.075")FRAME HEIGHT (IN INCHES) BRACK FIXTURE MARK (SHELF CONFIGURATION VARIES - BY OWNER) FRAME POST TYPE, REF SCHEDULE (A = UA)TYP RACK FIXTURE SYMBOLANCHOR BOLT (REF DETAILS)DENOTES RACK FRAME LOCATIONS WITH MISSING OR DAMAGED ANCHOR BOLT(S) AT ONE OR BOTH BASE PLATES. REF PLAN FOR ANCHORAGE NOTES.EXISTING RACKRELOCATED EXISTING RACKEXISTING RACK WITH NEW SHELF CONFIGURATIONNEW RACKEXISTING RACK WITH NEW FRAMESRACK SYMBOL LEGENDBBARTHP.E., LLCALVERSONc o n s u l t i n g s t r u c t u r a l e n g i n e e r 930 C 816.421.4200 ꞏꞏ K C MO ENTRAL ANSASITY,64105 WWW.JBAENGR.COMJ.345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEJOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.PROTO:NEW YORK COA #082958 EXPIRES: 03/30/21135 FAIRGROUNDS MEMORIAL PKWY2/28/2019 12:34:41 PMC:\Users\cpotenski\Documents\5240_ITHACA, NY_WM-Rack_V18_cpotenski.rvtFXS1FIXTUREANCHORAGEPLAN ANDNOTESCMPITHACA, NY18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18JBA PROJECT NO:DGH1836005240DESIGN LOADS1. BUILDING CODEA. BUILDING CODE 2015 IBC WITH NEW YORKSTATE AMENDMENTS2. GRAVITY LOADSA. REFER TO MANUFACTURER'S RATED LOADS.3. LATERAL LOADSA. SEISMIC LOADS1. 5% DAMPED SPECTRAL RESPONSE COEFF (Sds) 0.134 g2. 1-SEC PERIOD SPECTRAL RESPONSE COEFF (Sd1) 0.090 g3. SEISMIC DESIGN CATEGORY B4. SEISMIC SITE CLASS D5. NON-BUILDING STRUCTURAL SYSTEM AND SEISMICRESISTING SYSTEMSTEEL STORAGE RACKS6. RESPONSE MODIFICATION FACTOR (R) 4.07. OVERSTRENGTH FACTOR (Ωo) 2.08. IMPORTANCE FACTOR (Ip)- SALES FLOOR & GARDEN CENTER AREA 1.5 (PUBLIC ACCESS AREA)- STORAGE AREA 1.0 (NO PUBLIC ACCESS)9. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE10. DESIGN BASE SHEAR (PER RMI 2.6.2)- SALES FLOOR 0.050W (PUBLIC ACCESS AREA)- STORAGE AREA RACKS 0.033W (NO PUBLIC ACCESS)GENERAL NOTES1.0 GENERAL1.1 ALL FIXTURES SHALL BE DESIGNED TO MEET ALL BUILDING CODE REQUIREMENTS INCLUDING SECTION 2209.1 OF THE 2015 IBCWITH NEW YORK STATE AMENDMENTS.1.2 BART J HALVERSON, PE, LLC, HAS DESIGNED THE BASE ANCHORAGE FOR THE FIXTURES SHOWN ON THIS INSTALLATIONDRAWING TO RESIST DESIGN SEISMIC LATERAL FORCES FOR THE BUILDING CODES NOTED IN THE "DESIGN LOADS" TABLE ONTHIS SHEET. INSTALLATION OF THE FIXTURES SHALL MEET THE LAYOUT SHOWN ON THE FIXTURE LAYOUT PLAN, PROVIDED BYOWNER.2.0 SLAB AND FOUNDATION2.1 STRUCTURAL SLAB IS ASSUMED TO HAVE A MINIMUM OF 3,500 PSI COMPRESSIVE STRENGTH.2.2 THE THICKNESS OF THE EXISTING STRUCTURAL SLAB IS ASSUMED TO VARY BETWEEN A MINIMUM OF 6 INCHES THICK TO AMINIMUM OF 7 INCHES THICK. THE SLAB IS ASSUMED TO BE STRUCTURALLY REINFORCED AND PLACED OVER A MINIMUM OF 6INCHES OF SUBBASE.3.0 MATERIAL FOR RACKS AND ANCHORAGE3.1 ALL ANCHORS TO THE SLAB SHALL BE AS NOTED ON THESE PLANS.3.2 OWNER IS TO PROVIDE MAINTAINENCE PER RMI 1.4.1.3.3 FIXTURE INSTALLER SHALL OBTAIN OUT-OF-PLUMB INSTALLATION TOLERANCE FROM FIXTURE SUPPLIER PRIOR TOINSTALLATION PER RMI, SECTION 1.4.11.1.3.4 NO FIELD WELDING IS PERMITTED. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS, IN AN APPROVED SHOP. USEE70xx WELD RODS OR EQUAL TO TENSILE STRENGTH OF BASE METAL OF WELDMENTS. PER AWS D1.1 OR D1.3.3.5 PROVIDE 6" AT 120" TALL RACKS AND 4 1/2" AT RACKS LESS THAN 120" (OR EQUAL TO 5% OF THE UPRIGHT FRAME HEIGHT)MINIMUM CLEARANCE BETWEEN OTHER RACK FIXTURES OR ADJACENT BUILDING ELEMENTS PER ASCE 7-10, SECTION 15.5.3.8.4.0 ROLES AND RESPONSIBILITIES FOR DEMOLITION AND INSTALLATION OF SHELVING AND RACKING FIXTURES4.1 GENERAL CONTRACTOR TO ANCHOR ALL SHELVING AND RACKING FIXTURES ACCORDING TO THE REQUIREMENTS NOTED ONSHEETS FXS1 AND FXS2.4.2 FIXTURE ANCHORING SHALL BE ACCOMPLISHED SIMULTANEOUSLY WITH FIXTURE INSTALLATION.4.3 GENERAL CONTRACTOR SHALL ENSURE THAT PROPER PROCEDURES AND WORK SEGREGATION ARE IN PLACE DURING ALLFIXTURE ANCHORING PROCEDURES.4.4 GENERAL CONTRACTOR TO CLEAN ALL RESIDUE FROM SURROUNDING FIXTURES AND AREA AS ANCHORING IS COMPLETED(CLEAN AS YOU GO).4.5 GENERAL CONTRACTOR IS TO PERFORM ALL REMOVAL AND INSTALLATION OF ANCHOR STRAPS AND/OR BOLTS AT FIXTURESREQUIRING PERMANENT OR TEMPORARY RELOCATION.ANCHORAGE BILL OF MATERIALSUSAGE MATERIAL TYPE COUNTANCHOR HILTI KWIK HUS-EZ - 3/8” DIAMETER x 1 7/8” (#418055) 658ANCHOR HILTI KWIK HUS-EZ – 1/2” DIAMETER x 2 1/2” (#418070) 303ANCHOR HILTI KWIK HUS-EZ – 1/4” DIAMETER x 1 7/8” (#423473) 20STRAP ANCHOR STRAPS (GONDOLA) 478WALL ANCHOR CMU - 3/8" DIA x 5" ITW RED HEAD LARGE DIAMETER TAPCON (#LDT3850) 55WALL ANCHOR MTL STUD WALLS – 1/4” DIA x 6” LAG SCREWS 124SHELVING FIXTURE & ANCHORAGE SCHEDULEFIXTUREMARKFIXTUREDESCRIPTIONFIXTUREHEIGHTANCHORAGEDETAIL15S HALF GONDOLA 54" 1A-FXS218R HALF GONDOLA 48" 1A-FXS218S HALF GONDOLA 54" 1A-FXS218T HALF GONDOLA 60" 1A-FXS218V HALF GONDOLA 78" 1A-FXS218W HALF GONDOLA 84" 1A-FXS224R HALF GONDOLA 48" 1A-FXS224S HALF GONDOLA 54" 1A-FXS224U HALF GONDOLA 66" 1A-FXS224V HALF GONDOLA 78" 1A-FXS224W HALF GONDOLA 84" 1A-FXS224X HALF GONDOLA 90" 1A-FXS224XSD SUPER DUTY HALF GONDOLA 90" 1C-FXS230YZ HALF GONDOLA 120" 1A-FXS236V HALF GONDOLA 78" 1A-FXS22490 EC END CAP 90" 1B-FXS23678 EC END CAP 78" 1B-FXS24878 EC END CAP 78" 1B-FXS2RACK FRAME & ANCHORAGE SCHEDULEFRAME MARK ANCHOR DETAIL FRAME COUNT24-72 075A 2-FXS2 & 5A-FXS2 624-120 075A 2-FXS2 & 5A-FXS2 1624/44-120 075A 2-FXS2 & 5A-FXS2 244-72 075A 2-FXS2 & 5A-FXS2 344-120 075A 2-FXS2 & 5A-FXS2 344-120 075B 2-FXS2 & 5B-FXS2 3 1" = 20'-0"1RACK AND SHELVING FIXTURE ANCHOR PLANTEMPORARY ANCHORAGE BILL OF MATERIALSUSAGE MATERIAL TYPE COUNTTEMP ANCHOR HILTI KWIK HUS-EZ - 3/8” DIAMETER x 1 7/8” (#418055)508TEMP STRAP ANCHOR STRAPS (GONDOLA) 478RACK FIXTURE SCHEDULEFIXTUREMARKFIXTUREDESCRIPTIONTOP SHELFHEIGHTFRAME MARKMAX SHELFLOAD (LBS)BAD DESK STORAGE RACK 120" DESK : 24/44-120 075A 1200D STORAGE RACK 120" FRAME : 24-120 075A 1200DD STORAGE RACK 72" FRAME : 24-72 075A 1200O STORAGE RACK 72" FRAME : 44-72 075A 1200SSL LOCKABLE STORAGE RACK120" FRAME : 44-120 075A 25001ISSUE BLOCK1 REV #1 03/01/19 END OFFRAME TYPEACH SIDEWALL ORFIXTUREFRAMECL OFANCHORBOLTS, TYPWALL ORFIXTUREFRAMEWALL ORFIXTUREFRAMEEND OFFRAME TYPEACH SIDECL OFANCHORBOLTS, TYPWALL ORFIXTUREFRAMEEND CAP SIDE VIEWTYPICAL SHELF FRONT VIEWEND CAP PLAN VIEWTYP45.00°ANCHOR PLATE BY SUPPLIER, TYPVARIESEND CAP SHELVINGREF SCHEDVARIESVARIESREF SHELVING FIXTURE SCHEDULE ON SHEET FXS1TYPTYPREF 8-FXS2 FOR UPRIGHT POST CONNECTION TO WALL PER OWNER REQUIREMENTSDESIGN SHELF LOADS:12" SHELF = 50 LBS/SHELF15" SHELF = 50 LBS/SHELF18" SHELF = 125 LBS/SHELF24"(+) SHELF = 150 LBS/SHELF30" (HD TV) SHELF = 75 LBS/SHELFNO. OF SHELF LEVELS/FIXTURE HEIGHT:(4) LEVELS AT HT. < 48"(5) LEVELS AT 48" < HT. < = 90"(7) LEVELS AT HT. > 90"(4) LEVELS AT "24V" & "24X" (FULL) = 78" & 90"(4) LEVELS AT HD TV = 120" (YZ)2' - 4"4' - 9"1B4FXS24AFXS24AFXS27FXS27FXS24FXS24AFXS24AFXS2ANCHOR PLATEHALF GONDOLA SIDE VIEW AT WALL OR FIXTURE FRAMEHALF GONDOLA PLAN VIEWVARIESANCHOR STRAPGONDOLA SHELVINGAT 24"-36" HALF GONDOLA2 1/2" MINAT 18" HALF GONDOLA2 1/2" MINAT 15" HALF GONDOLA2 1/2"4"4"4"4 1/2" MAX6 1/2" MAXTYP(END)(INTERIOR)EQEQFRAMES TYP EACH ENDPROVIDE ANCHORSAT END AND FIRST INT(1) ANCHOR STRAP, TYP AT END FRAME (INSERT STRAP THRU SLOT AT TOP OF FRAME LEG)UPRIGHT FRAME, TYP(2) ANCHOR STRAPS, TYP AT INT FRAMESFIXTURE SHELVES ABOVE4' - 0" TYP1AANCHOR SPACINGAT 8'-0" MAX(TYP AT INT FRAMES, UNO)HALF GONDOLA SUPER DUTY PLAN VIEW(END)(INTERIOR)TYP2 1/4"TYP4 1/4"SUPER DUTY (SD) GONDOLA UPRIGHT FRAME WITH BASE PLATES, TYP(1) ANCHOR AT EACH BASE PLATE AT END FRAMESSUPER DUTY GONDOLA SHELVES ABOVE(1) ANCHOR AT EACH BASE PLATE AT INT FRAMES (TYP FOR ANCHOR SPACING NOTED IN THIS PLAN VIEW)ANCHOR SPACING = 8' - 0" MAX (UNO)4'-0" TYP (UNO)FRAME SPACING =HALF GONDOLA SUPER DUTYSIDE VIEW AT WALL OR FIXTURE FRAMEVARIESSUPER DUTY GONDOLA SHELVING1CBASE PLATE BY SUPPLIERTYPSHELVINGLAYOUT VARIESDESK FRAMESIDE VIEWSIDE VIEWELEVATIONSCHEDREF2' - 0"RACK BRACINGBY SUPPLIERSCHEDREFVARIESPLAN VIEWVARIESSCHEDREFAT "24/44-120 075A" DESK FRAMES ONLYAT EACH FRAME, TYP (UNO)VARIES - REF SCHEDULEFXS25FXS25FXS25FXS25RACK BRACINGBY SUPPLIERhohnomtt - PLATE/STRAP THICKNESShnom - EMBEDMENT DEPTHho - MIN HOLE DEPTHLa - LENGTH OF ANCHORNOTE:IF CENTERLINE OF ANCHOR BOLTS FALLS WITHIN 1 3/4" OF CONTROL JOINT, SHIFT FIXTURE 2" (MAX) PERPENDICULAR TO THE JOINT, OTHERWISE SUBMIT RFI TO THE ARCHITECT FOR ALTERNATE INSTALLATION BEFORE INSTALLING BOLTS.LaNOTE:ALL ANCHOR BOLTS SHALL BE HILTI KWIK HUS-EZ.THE ANCHORS MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND PER ICC ESR-3027 REPORT. (IN CASE OF CONFLICT, THE ICC ESR-3027 GOVERNS). REF ANCHOR DETAILS FOR DIAMETER AND EMBEDMENT.TIGHTENING REQUIREMENTS:"SNUG TIGHT" - NO GAP BETWEENHEAD OF ANCHOR BOLT AND BASEPLATE OR ANCHOR STRAP.SEE PLAN NOTE ON 1-FXS1 REGARDING EXISTING STRUCTURAL SLAB AND ANCHOR INSTALLATION REQUIREMENTS6" TYP1"1 1/2"1/2" DIAMETER HOLE22 GAUGE STEEL STRAP4A - TYPICAL SINGLE ANCHOR STRAPCLOSURE TUBE - NO SLOTTED OPENING AT MID SPAN OF FRAMEOUTSIDE FACE OF END FRAMEANCHOR STRAP (1" WIDE x 22GA THICK)FIELD CUT STRAP AS SHOWN AND ATTACHTO INSIDE FACE OF FRAME WITH (2)#12-14x3/4" TEK SCREWS AT SPACINGSHOWN. REF 1-FXS2 FOR PLACEMENT OF STRAP AND ANCHOR TO SLAB WITH SAME BOLT NOTED FOR TYPICAL ANCHORCONDITION AT THE END FRAME.ALTERNATIVE ANCHOR STRAP/BOLT CONNECTION ATEND FRAMES - ONLY ALLOWED FOR USE WHENCLOSURE TUBES DO NOT HAVE A SLOTTED OPENINGALTERNATIVE ANCHOR AT HALF GONDOLA END FRAME1 1/4"3/4"2 3/4" TYP1"(1) ANCHOR BOLT(S) PER PLATE: 1/2" DIAHILTI KWIK HUS-EZ, REF 3-FXS2.hnom = 2 1/4", ho = 2 5/8", (UNO).EXISTING ANCHOR PL AND BASE LEG OF RACK FRAMEOUTSIDE FACEOF END FRAME12 GA STL ANCHOR PL(BY SUPPLIER), TYP ATEACH END(1) ANCHOR BOLT(S) PER PLATE: 3/8" DIAHILTI KWIK HUS-EZ, REF 3-FXS2.hnom = 1 5/8", ho = 1 7/8", (UNO).NOTE:HALF GONDOLAS SHALL BE ANCHORED TO WALL AS SHOWN TO SATISFY OWNER REQUIREMENTS. WALL ANCHORAGE IS NOT REQUIRED FOR SEISMIC DESIGN OR CODE COMPLIANCE.BASE DECKSHELVINGREMOVEDFOR CLARITYREF 1-FXS2 FORBASE ANCHORAGEMETHOD OF BOLTING WILL VARY DUE TO DIFFERENT EXISTING WALL MATERIALS.GONDOLA UPRIGHT FRAME, REF FINAL MERCHANDISE PLANBOLT ALL (NON-SUPER DUTY) UPRIGHTS TO WALL AT 6'-0" AFF. USE (1) 3/8"x5" LARGE DIAMETER TAPCON (LDT-3850) CONCRETE SCREW AT CMU OR 1/4"x6" LAG SCREW WITH 1/2" DIA WASHER AT STUD WALLS.AT TV WALL HALF GONDOLAS ("YZ", REF PLAN) ADD SECOND BOLT AT 10'-0" AFF. USE (1) 1/4"x6" LAG SCREW WITH 1/2" DIA WASHER AT STUD WALLS. BOLT ALL UPRIGHTS TO WALL, REF GONDOLA UPRIGHT ANCHORAGE AT WALLGONDOLA UPRIGHT FRAME, REF PLANWOOD BLOCKING AT STUD WALLSGONDOLA UPRIGHTANCHORAGE AT WALL1.2.3.4.5.INSTALLATION NOTES:GAPS BETWEEN SHELVES SHALL NOT EXCEED 5/8".UPRIGHT DEFLECTION SHALL NOT EXCEED 1 3/8" IN A HORIZONTAL PLANE.SHELVES SHALL NOT SLOPE DOWN TO THE FRONT DUE TO UPRIGHT DEFLECTION.SHELVES ABOVE BASE DECK SHELVING LEVEL SHALL NOT EXTEND BEYOND BASE DECK SHELVING AT ANY TIME.EXTENDERS SHALL NOT BE USED ON ANY HALF GONDOLA THAT WILL CREATE A HEIGHT OF 72" OR TALLER UNLESS IT IS ANCHORED TO THE WALL. ALL HALF GONDOLAS 72" OR TALLER MUST BE ANCHORED TO THE WALL AT 72" AFF, REF GONDOLA UPRIGHT ANCHORAGE AT WALL..REF1-FXS2UPRIGHT EXTENSION4'-0" AT TV WALL GONDOLANOTE:ANCHOR AT UPRIGHT IS NOT REQUIRED IF FRAME HEIGHT OR ADJACENT WALL HEIGHT IS LESS THAN 72" (6'-0")6'-0"EXISTING WALL STUDSEXISTING WOOD BLOCKING (CONTACT ARCHITECT FOR DIRECTION IF BLOCKING IS NOT FOUND AS SHOWN)1.A.2.3.NOTES:PROVIDE SIZE AND QUANTITY OF ANCHORS AS NOTED ABOVE AT EACH UPRIGHT FRAME POST.WHEN BASE PLATE CONTAINS GREATER NUMBER OF BOLT HOLES THAN ANCHORS SPECIFIED. ADDITIONAL HOLES IN BASE PLATE NEED NOT BE FILLED WITH ANCHOR BOLTS.PROVIDE WASHERS AS REQUIRED TO ESTABLISH REQUIRED EMBEDMENT DEPTH "hnom".RE-USE EXISTING, UNDAMAGED ANCHORS WHERE POSSIBLE. REFERENCE 10-FXS2 WHERE EXISTING ANCHORS ARE DAMAGED OR INTERFERE WITH THE INSTALLATION OF NEW ANCHORS.5/8" DIA, TYPMIN3 1/2"3/4" MIN3/4" MINSUPPLIERBY RACKRACKBY3/4" MINCLPOSTEQEQBASE PLATE AND FRAME BY RACK SUPPLIERSUPPLIER(1) ANCHOR BOLT(S) PER BASE PLATE: 1/2" DIAHILTI KWIK HUS-EZ, REF 3-FXS2.hnom = 2 1/4", ho = 2 5/8", ("UA" POST).5A - BASE PLATE "UA" POSTBASE PLATE AND FRAME BY RACK SUPPLIERBY RACKSUPPLIERBY RACKSUPPLIER5/8" MIN9/16" DIA, TYP5/8" MIN5/8" MIN(1) ANCHOR BOLT(S) PER BASE PLATE: 3/8" DIAHILTI KWIK HUS-EZ, REF 3-FXS2.hnom = 1 5/8", ho = 1 7/8", ("UB" POST).5B - BASE PLATE "UB" POST(1) ANCHOR BOLT(S) PER BASE PLATE: 3/8" DIAHILTI KWIK HUS-EZ, REF 3-FXS2.hnom = 1 5/8", ho = 1 7/8",(BASKETBALL GOAL FIXTURE ONLY)OUTSIDE FACE AT END FRAMEAT GONDOLAINTERIOR & END FRAMESLIGHT GAUGE STEEL STRAP (GALVANIZED) 1" WIDE x 22 GA MIN THICKNESS REF 1-FXS2 FOR PLACEMENT OF STRAPS6" (TYP)CLOSURE TUBE(TYP AT HALF GONDOLA END FRAME)AT SUPER DUTY (SD) INTERIOR & END FRAMESBASE PLATE AND FRAME BY SUPPLIER, TYP(1) ANCHOR BOLT(S) PER STRAP: 3/8" DIAHILTI KWIK HUS-EZ, REF 3-FXS2.hnom = 1 5/8", ho = 1 7/8", (UNO).(1) ANCHOR BOLT(S) PER BASE PLATE: 3/8" DIAHILTI KWIK HUS-EZ, REF 3-FXS2.hnom = 1 5/8", ho = 1 7/8",(AT SUPER DUTY (SD) FIXTURES ONLY)(1) ANCHOR BOLT(S) PER LEVELER PLATE: 1/4" DIAHILTI KWIK HUS-EZ, REF 3-FXS2.hnom = 1 5/8", ho = 2", (UNO).1.2.NOTES:REFER TO ANCHORAGE PLAN ON SHEET FXS1 FOR FINAL ORIENTATION OF ROOM LAYOUT.REFER TO SUPPLIER FOR INSTALLATION DRAWINGS FOR DIMENSIONS AND FINAL DOOR ORIENTATION.TYPICAL (5) ROOM LAYOUTANCHOR/LEVELER PAD AT WALL PANELS, TYP (20) PLACESWALL PANEL,TYP1.A.B.2.A.B.3.A.B.C.DAMAGED ANCHOR REPAIR PROCEDURE NOTES:DETERMINE DAMAGED BOLT TYPE:CONCRETE SCREW BOLTS - ONLY HEX-SHAPED HEAD OF BOLT IS VISIBLE ABOVE BASE PLATE.EXPANSION BOLTS - THREADED ROD AND NUT EXTEND ABOVE BASE PLATE.REMOVE EXISTING DAMAGED ANCHOR BOLT:CONCRETE SCREW BOLTS - UNSCREW DAMAGED BOLT FROM CONCRETE SLAB.EXPANSION BOLTS - AFTER REMOVING RACK FRAME CUT BOLT FLUSH WITH CONCRETE SLAB AND DRILL OUT DAMAGED 1/2" DIAMETER BOLT WITH A 9/16" STEEL/METAL DRILL BIT TO HOLE DEPTH SHOWN IN DETAIL ABOVE.INSTALL NEW ANCHOR BOLT:IF ONLY ONE BOLT WAS INSTALLED, LEAVE THE DAMAGED BOLT IN PLACE, IF POSSIBLE, AND INSTALL A NEW CONCRETE SCREW BOLT IN THE OPEN HOLE. USE A 1/2" DIAMETER HILTI KWIK HUS-EZ x 2 1/2" LONG IN THE OPEN HOLE.CONCRETE SCREW BOLTS - IF A CONCRETE SCREW BOLT WAS REMOVED WITHOUT DAMAGING THE HOLE, THEN REPLACEMENT WITH A NEW CONCRETE SCREW BOLT IS ACCEPTABLE. REPLACE WITH A SCREW BOLT OF THE SAME SIZE AND TYPE. REUSE EXISTING THREADS IN HOLE. HAND THREAD BOLT UNTIL SNUG TIGHT ON BASE PLATE, REF "ANCHOR BOLT DETAIL" ON SHEET FXS2. IF THE HOLE IS DAMAGED, FOLLOW THE EXPANSION BOLTS PROCEDURE.EXPANSION BOLTS - REPLACE DRILLED OUT EXPANSION BOLTS WITH 1/2" DIAMETER ADHESIVE ANCHORS. HOLE CLEANING PROCEDURE MUST BE FOLLOWED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. USE 1/2" DIAMETER THREADED ROD (SEE DETAIL ABOVE) WITH POWERS AC100+ GOLD ADHESIVE. INSTALL PER ICC ESR-2582.THREADED ANCHORROD SET IN ADHESIVEPER NOTE 3CTOP OF EXISTINGCONCRETE SLABRACK POSTBASE PLATELOCK WASHERNUT1/2" DIAMETER x 5"A36 THREADED ROD1 1/2" PROJECTION3 3/4" HOLE DEPTH3 1/2" EMBEDMENT9/16" HOLE DIAMETER PER NOTE 2BBARTHP.E., LLCALVERSONc o n s u l t i n g s t r u c t u r a l e n g i n e e r 930 C 816.421.4200 ꞏꞏ K C MO ENTRAL ANSASITY,64105 WWW.JBAENGR.COMJ.345 RIVERVIEW, WICHITA, KS 67203T 316.268.0230 F 316.268.0205DENNIS D. SMITH AIA©SHEET:DRAWN BY:CHECKED BY:PROTO CYCLE:DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEJOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.PROTO:NEW YORK COA #082958 EXPIRES: 03/30/21135 FAIRGROUNDS MEMORIAL PKWY2/28/2019 12:34:55 PMC:\Users\cpotenski\Documents\5240_ITHACA, NY_WM-Rack_V18_cpotenski.rvtFXS2FIXTUREANCHORAGEDETAILSCMPITHACA, NY18251ITHACA, NY01/21/1901/21/19STORE NO: 5240-20115011/30/18JBA PROJECT NO:DGH1836005240 3/8" = 1'-0"1TYPICAL GONDOLA AND END CAP SHELVING ELEVATIONS 3/16" = 1'-0"2STORAGE AREA RACK ELEVATIONSNTS3ANCHOR BOLT DETAIL 1 1/2" = 1'-0"4TYPICAL ANCHOR AT GONDOLA FRAMES 1 1/2" = 1'-0"6ANCHOR ATEXISTING BIKE RACK 1 1/2" = 1'-0"7ANCHOR ATEND CAP FRAMESNTS8WALL ANCHOR AT HALF GONDOLA UPRIGHT 1 1/2" = 1'-0"5TYPICAL ANCHOR AT RACK FRAMES4A1 3/8" = 1'-0"9TYPICAL ANCHORAGE PLAN ATCHANGING ROOM WALL PANELSNTS10TYPICAL ANCHORREPLACEMENT AT RACK FRAMESISSUE BLOCK1 REV #1 03/01/19