2021.0295.BP0022 Walmart 3705 Remodel Arch-Structure-Racking Drawing Set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architecture2809 Ajax Avenue Suite 100Rogers Arkansas 72758Phone: 479.636.3545Fax: 479.636.1209+engineeringArchitect of RecordWilliam Douglas HurleyWashington License No. 8855Unified Business ID No. 602 491 668STIPULATION FOR REUSETHIS 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.DRAWN BY:CHECKED BY:DOCUMENT DATE:PROTO:PROTO 176PROTO CYCLE:DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTIONSHEET:EXISTING SQ FT:DATE:PROTO:ARCHITECTURAL:MECHANICAL/ELECTRICAL/PLUMBING:ISSUE BLOCKSUPER BUNDLESUPER BUNDLESUPER BUNDLESUPER BUNDLEREFRIGERATION:BUILDING REVIEW:STRUCTURAL RACKING:STRUCTURALWALLACE ENGINEERING STRUCTURAL AND CIVIL CONSULTANTS, INC.123 NORTH MARTIN LUTHER KING JR.BOULEVARDTULSA, OKLAHOMA 74103(918) 584-5858DC ENGINEERING440 EAST CORPORATE DRIVE, SUITE 103MERIDIAN, IDAHO 83642(208) 493-0071STORE ADDRESS:STATE ELECTRICAL:FIRE:CIVIL:TELGIAN ENGINEERING & CONSULTING900 CIRCLE 75 PARKWAY SE SUITE 680ATLANTA, GEORGIA 30339(408) 292-8023GALLOWAY & COMPANY, INC.6162 S WILLOW DR #320GREENWOOD VILLAGE, COLORADO 80111(303) 7770-8884C:\Users\stephanielunsford\Documents\03705_Yelm_WA_176_L_ARCH_V20_stephanie.lunsford.rvtYELM, WASHINGTON05/28/2021YELM, WASHINGTONSTORE NO.3705-235JOB NUMBER: 2021-0111SLKD17604/30/202105/28/2021COVERSHEETC1YELM, WASHINGTONSTORE NO.: 3705-235184,36805/28/2021176pb2 architecture + engineering2809 AJAX AVENUE SUITE 100ROGERS, ARKANSAS 72758(479) 636-3545pb2 architecture + engineering2809 AJAX AVENUE SUITE 100ROGERS, ARKANSAS 72758(479) 636-3545CITY OF YELM BUILDING & PLANNINGDEPARTMENT105 YELM AVENUE WESTYELM, WA 98597(360) 458-3835JOHNSTON BURKHOLDER ASSOCIATES, LLC930 CENTRAL STREETKANSAS CITY, MO 64105(816) 421-4200WALMART STORE NO. 3705-23517100 STATE ROUTE 507 SEYELM, WASHINGTONTHURSTON COUNTY ENVIRONMENTAL HEALTH412 LILLY ROAD NEOLYMPIA, WASHINGTON 98506(360) 867-2667REFRIGERATIONBAS3 BUILDING AUTOMATION SYSTEMSBAS5 BUILDING AUTOMATION SYSTEMSRD1 REFRIGERATION DEMO PLANR1 REFRIGERATION PLANSR2 REFRIGERATION SCHEDULESR4 REFRIGERATION DETAILSR5 REFRIGERATION SUBMITTALSELECTRICALE1 LIGHTING PLANE1.1 ENLARGED LIGHTING PLANSE2 POWER PLANE2.1 ENLARGED POWER PLANSE3 ELECTRICAL DETAILSE4 ELECTRICAL ONE-LINE DETAILS AND SCHEDULESE4.1 PANELBOARD SCHEDULESRE1 REFRIGERATION ELECTRICAL PLANSSTRUCTURAL RACKINGFXS1 FIXTURE AND ANCHORAGE PLAN, NOTES AND DETAILSCIVILCS1 DEMOLITION AND SITE PLANCS2 SITE SIGNAGE PLANCS3 SITE DETAILSSPECIAL ELEMENTSOS1 OWNER SUPPLIED ITEMSGENERALC1 COVER SHEETC2 RESPONSIBILITY MATRIXN1 GENERAL INFORMATIONARCHITECTUREA4 ROOF PLAN AND DETAILSA8 DOOR SCHEDULE AND FINISHESOP1.0 PICKUP STORAGE PLANSOP1.1 PICKUP 2.0 DETAILSOP1.2 PICKUP 2.0 DETAILSGROCERY ARCHITECTUREGA3.4 EDGE PROTECTIONGA5 RESPONSIBILITY SCHEDULESSTRUCTURALS1 PLAN GENERAL NOTES AND DETAILSFIRE PROTECTIONFP1 FIRE SPRINKLER SITE PLANFP2 FIRE SPRINKLER REMODEL PIPING PLANPLUMBINGP1 PLUMBING PLANDRAWING INDEXBUILDING CODE SUMMARYNAME OF PROJECTYELM, WASHINGTONSTREET ADDRESS17100 STATE ROUTE 507 SEPROPOSED USERETAILCODES BUILDING CODE2015 IBC W/WASHINGTON AMENDMENTSELECTRICAL CODE2014 NEC W/WASHINGTON AMENDMENTSPLUMBING CODE2015 UPC W/WASHINGTON AMENDMENTSMECHANICAL CODE2015 IMC W/WASHINGTON AMENDMENTSFIRE CODE2015 IFC W/WASHINGTON AMENDMENTSACCESSIBILITY CODEADA STANDARDSENERGY CODEWASHINGTON STATE ENERGY CODEOCCUPANCY 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 303.1B - BUSINESS; NON FOOD TENANT (ACCESSORY TO MAINUSE)- SECT 304.1TYPE OF CONSTRUCTION V-B UNPROTECTED (SPRINKLERED) PER SECT 602.5 AND TABLES 601 AND 602ALLOWABLE AREA UNLIMITEDSECTION 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.GENERALSCOPE OF WORK••ONLINE PICKUP: IMPLEMENT PICKUP 2.0 AND RELOCATE EXISTING PICKUP AREA.SIGNAGE: INSTALL/REPLACE EXTERIOR SIGNS AS NOTED. 1/32" = 1'-0"1KEY PLAN
architecture2809 Ajax Avenue Suite 100Rogers Arkansas 72758Phone: 479.636.3545Fax: 479.636.1209+engineeringArchitect of RecordWilliam Douglas HurleyWashington License No. 8855Unified Business ID No. 602 491 668STIPULATION FOR REUSETHIS 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.DRAWN BY:CHECKED BY:DOCUMENT DATE:PROTO:PROTO 176PROTO CYCLE:DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTIONSHEET:ISSUE BLOCKYELM, WASHINGTON05/28/2021YELM, WASHINGTONSTORE NO.3705-235JOB NUMBER: 2021-0111SLKD17604/30/202105/28/2021RESPONSIBILITYMATRIXC2REPLACEMENT OF EXISTING AUTO SLIDING DOOR INCLUDING PICK-UP &OTHER LOCATIONSOWNER OWNER STANLEY DISPATCHES TECHNICIAN TO CONFIRM EXISTING CONDITIONS AND ROUGH OPENINGSSTANLEY ACCESSTECHNOLOGIESRECORD-USASTANLEY ACCESS TECHNOLOGIES,FARMINGTON, CTCONTACT: CARLA MESSINA, NATIONAL ACCOUNTS PROJECTMANAGER,(860) 801-0267RECORD-USAMONROE, NCCONTACT: DAVID PICKERS, VP OF DIRECT SALES,(704) 315-7392NEW AUTO SLIDING DOOR PACKAGES, INCLUDING NEW PICKUP OREXPANSION DOORS.OWNER OWNERGC TO CONFIRM OOR MANUFACTURER'S ROUGH OPENING AND DRAWINGS DIMENSIONS BEFORE DOORS CAN BEBUILT AND SHIPPED. DOOR PRODUCTION DOES NOT BEGIN UNTIL ROUGH OPENINGS ARE CONFIRMED.STANLEY ACCESSTECHNOLOGIESRECORD-USASTANLEY ACCESS TECHNOLOGIES,FARMINGTON, CTCONTACT: CARLA MESSINA, NATIONAL ACCOUNTS PROJECTMANAGER,(860) 801-0267RECORD-USAMONROE, NCCONTACT: DAVID PICKERS, VP OF DIRECT SALES,(704) 315-7392REF SPECIFICATION 01600 FOR LONG LEAD TIMESOWNER'S INDEPENDENT EXTERIOR COATINGS INSPECTION OWNER OWNER GC TO NOTIFY OWNER'S 3RD PARTY INSPECTOR OF EXPECTED DATE OF EXTERIOR PAINT COMPLETION FLAGSIN GROUP(770) 515-9143;KELLY@FLAGSINGROUP.COMKELLY COLLINSN/AITEM DESCRIPTIONFURNISHEDBYINSTALLED BY COORDINATION TASKCONTACT PHONE & EMAILLOCATION IN DOCUMENTSTHE PURPOSE OF THIS DOCUMENT IS TO PROVIDE AN EASY ACCESS TO SOME OF THE IMPORTANT INFORMATION NEEDED FOR THIS PROJECT. THIS MATRIX IS NOT AN INCLUSIVE SCOPE OF WORK AND DOES NOT REPLACE THE REQUIREMENTS IDENTIFIED IN THE REST OF THE CONTRACT DOCUMENTS.RESPONSIBILITY MATRIX
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 DEFINITIONUNO UNLESS NOTED OTHERWISEPLFPOUNDS PER SQUARE FOOTGMGENERAL MERCHANDISEGROCERYGRMASONRY ELEVATIONMEMECHANICAL AIR UNITMAUEXHAUST FANEFCONDENSING UNITCUFIELD VERIFYFVELECTRIC WATER COOLEREWCEXISTING TO REMAINETRADAAMERICANS WITH DISABILITIES ACTDIRECTS SHIPPING DELIVERYDSDADJADJACENTHIGH DEFINITION TELEVISIONHDTVHOLLOW STRUCTURAL SECTIONHSSPVC POLYVINYL CHLORIDEACRYLACRYLICPLASTICPLASTTEMPEREDTEMPELECTRONIC ARTICLE SURVEILLANCEEASREFRIGERATION CONTRACTORRCSTANDARDSTDABOVE FINISHED GRADEAFGSANITARY COVE BASESCBSTAINLESS STEELSSPHARMACY PAINT FIX CLEANRXPFCVISION CENTER PAINT FIX CLEANVCPFCWIDTHWHEIGHTHTPAINT, FIX, CLEANPFCMANUFACTURERMFRMENMENCORRESPONDINGCONTRACTED (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" MIN1.2.3.4.5.6.A.B.C.7.8.9.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.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.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".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.CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING:CHARACTERS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS-SERIF UPPERCASE CHARACTERS. RAISED LETTERS SHALL BE DUPLICATED IN BRAILLE.RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" HIGH AND 2" MAXIMUM BASED ON THE HEIGHT OF THE LETTER "I".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.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.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.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.SIGN1.A.B.C.D.E.2.A.3.4.5.REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS: ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLEACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILETS ARE CLUSTERED AT A SINGLE LOCATIONACCESSIBLE 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 IDENTIFICATIONUNISEX TOILET AND BATHING ROOMSACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLEDIRECTIONAL 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:AT EACH SEPARATE-SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX TOILETTACTILE 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.CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR BACKGROUND AND SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE MATERIALS OR FINISHES.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 CONSTRUCTION REQUIREMENTS:DEMOLITION REQUIREMENTS:1.2.3.4.5.6.7.8.9.10.11.THE ARCHITECT HAS MADE A SCOPE VISIT WITH MEASUREMENTS AND PHOTOGRAPHS OF EXISTING CONDITIONS AND THE ARCHITECTURAL 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.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 WALMART 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. 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 WALMART CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS.THE CONTRACTOR SHALL VERIFY AND MAINTAIN (REPAIR IF DAMAGED) EXISTING IRRIGATION SYSTEMS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.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.THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION.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 WALMART CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO THE CONSTRUCTION OR ORDERING OF MATERIALS.THE CONTRACTOR SHALL VERIFY THE EXISTING FINISH FLOOR ELEVATION AT ALL NEW OPENINGS OF THE EXISTING BUILDING PRIOR TO ESTABLISHING THE FINISH FLOOR ELEVATION. TO VERIFY FLOOR ELEVATION, THE CONTRACTOR SHALL REMOVE A SMALL PORTION OF THE BLOCK WALL AT THE PROPOSED OPENING BETWEEN THE EXISTING STORE AND THE ADDITION. THE CONTRACTOR SHALL VERIFY EXISTING FOOTING DEPTHS AND MATCH AT NEW ADDITION TO INSURE PROPER BLOCK COURSING. ANY DISCREPANCY SHALL BE REPORTED TO THE WALMART CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL CORE THE ROOF INSULATION TO DETERMINE ITS THICKNESS AFTER CONTRACT AWARD. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MATCH EXISTING ROOF INSULATION THICKNESS ON THE ADDITION UNLESS DIRECTED OTHERWISE TO INSTALL 3-INCH INSULATION IN SEPARATED AND ISOLATED ROOF CONDITIONS. REFER TO ROOFING SPECIFICATION SECTION. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS OR ORDERING OF ANY MATERIALS.1.2.3.4.5.6.7.ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS.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.WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING.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.THE CONTRACTOR MAY NOT REMOVE THE BLOCK WALL IN A PROPOSED OPENING PRIOR TO THE ROOFING SYSTEM OVER THE NEW ADDITION BEING MADE WATERTIGHT. COORDINATE WITH THE WALMART CONSTRUCTION MANAGER AND THE STORE MANAGER TO SCHEDULE FOR DEMOLITION FOR NEW OPENINGS. THE CONTRACTOR SHALL REMOVE ANY BUILDING SIGNAGE THAT INTERFERES WITH THE BUILDING ADDITION. WALMART WILL REINSTALL SIGNAGE OR ADD NEW SIGNAGE AT COMPLETION OF ADDITION.NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.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-ADAAG AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND AUTHORITIES HAVING JURISDICTION (AHJ). 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 COMPLIANCEPROVISIONS REGARDING CORDS FOR ELECTRICAL EQUIPMENT AND ROUTING OF EQUIPMENT CORDS AND HOSES, FORMERLY INCLUDED IN THIS PARAGRAPH, ARE NOW INCLUDED IN SECTION 01351 - REGULATORY COMPLIANCEEACH 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.THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR AS DIRECTED BY WALMART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE.ANY DAMAGE TO WALMART'S PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO WALMART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR SHALL PAY THE COST FOR ALL DAMAGED MERCHANDISE.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.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. 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.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.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.WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND IN WITH ADJACENT WORK. COORDINATE WITH WALMART CONSTRUCTION MANAGERTHE 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.IT IS IMPERATIVE THAT THE ROOF FRAMING, DECKING AND ROOFING SYSTEM BE COMPLETED IMMEDIATELY UPON THE DEMOLITION OF THE EXTERIOR WALL TO ELIMINATE POTENTIAL WATER DAMAGE OR MOISTURE INFILTRATION. THE CONTRACTOR SHALL KEEP THE BUILDING WATERTIGHT AT ALL TIMES.THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE STRUCTURAL ENGINEER/ARCHITECT FOR VERIFICATIONS, RESPONSES, AND SUBMISSIONS.IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER CONTRACTOR. CONTRACTOR TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. WORK TO BE DONE UNDER SEPARATE PERMIT.ALL ADJACENT BUILDINGS (IF APPLICABLE) SHALL REMAIN IN SERVICE DURING DEMOLITION/CONSTRUCTION.MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY.BUILDING COMPONENTS AFFECTED BY THE SCOPE OF WORK AND ALLOWED TO REMAIN SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE.TACTILE EXIT SIGNTACTILE SIGN REQUIREMENTS1.2.3.4.5.6.7.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.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".CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 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".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.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.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.9"G. 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 COPYSYMBOLS 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-A2 2 2 INSECT 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 PEST ELIMINATION SERVICES PROVIDER2. UNITS ARE NOT TO BE INSTALLED ABOVE ANY FOOD SERVICE/PREP EQUIPMENT3. UNITS ARE TO BE INSTALLED (INDICATED WITH BROWN RECEPTACLES AND COVERS) AS INSTRUCTED WITHIN THE CONSTRUCTION DOCUMENTS. REFERENCE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR PROPER LOCATIONNOTES:TYPE TOTALD D2architecture2809 Ajax Avenue Suite 100Rogers Arkansas 72758Phone: 479.636.3545Fax: 479.636.1209+engineeringArchitect of RecordWilliam Douglas HurleyWashington License No. 8855Unified Business ID No. 602 491 668STIPULATION FOR REUSETHIS 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.DRAWN BY:CHECKED BY:DOCUMENT DATE:PROTO:PROTO 176PROTO CYCLE:DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTIONSHEET:ISSUE BLOCKYELM, WASHINGTON05/28/2021YELM, WASHINGTONSTORE NO.3705-235JOB NUMBER: 2021-0111SLKD17604/30/202105/28/2021GENERALINFORMATIONN1
PLACE 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 INSULATIONVIEWPLAN11"EXIST JOIST3"x3"x3/16"ANGLEPIPE STRAPS TYPEACH PIPE ORCONDUITROOF SYSTEM ANDSTEEL DECKINGGALVANIZED METAL CAPW/ HOOD AT PIPEPENETRATIONS10"2"MANUFACTURED CURBSLOPE 1/4" PER FT.TAPER HOODVERTICAL PIPING ANDCONDUIT TO BE ATTACHEDTO ANGLE. REFER TOPIPING/CONDUIT SUPPORTDRAWINGS FOR CLAMPREQUIREMENTS.3"x3"x3/16" ANGLE. WELD TOTOP CHORD OF JOIST WITH1/8"x2" FILLET WELDTYP. BOTH ENDS2" INSULATION BOARD#12x2" SS SCREWSWITH NEOPRENE/SS BONDED WASHER AT 8" OCFULLY ADHERED FLASHINGMEMBRANE EXTEND UP ANDOVER TOP OF CURBROOF MEMBRANECONT EDGE SEALANT IF REQUIRED BY MFRINSULATION (TYP)FASTENER AND PLATEOPENING FORREFRIGERATION LINES ANDCONDUIT. COORDINATELOCATION W/REFRIGERATION EQUIPMENT.INSULATED REFRIGERATIONLINES AND CONDUIT MOUNTEDTO UNISTRUT; UNISTRUT TOBE ATTACHED TO CURBBATT INSULATIONTO REFRIGERATIONEQUIPMENT REFREFRIGERATION DRAWINGSFOR SIZE OF PIPESCONTINUOUSSEALANT ALLSIDES ANDPENETRATIONSPERIMETER TYPINSTALL UPPERPLATE TO OVERLAPBOTTOM PLATE ONEXTERIOR SIDE WITH1" MIN PLATEOVERLAPPLAN VIEWOPENING FORREFRIGERATION LINES ANDCONDUITPAINT TO MATCHADJACENT STRUCTUREMAINTAIN 1/2"CLEARANCE FROM PIPEAND INSULATION BOARDINSULATION BOARDPLATE TO OVERLAPCURB 1" MIN1.2.3.4.INSTALLATION NOTES:THE ROOF PENETRATION CURB, HOOD AND CLOSURE PLATES ARE FURNISHED BY OWNER AND INSTALLED BY GENERAL CONTRACTORALL HOOD PENETRATIONS SHALL BE THROUGH THE VERTICAL CLOSURE PLATES ONLY. PIPING AND CONDUIT SHALL BE INSTALLED BY THE TRADE CONTRACTORS WITH THE PIPE AND CONDUIT CENTERLINES 5" ABOVE THE TOP OF THE ROOF CURB WITH A MINIMUM OF 1" BETWEEN THE PIPE AND CONDUIT EXTERNAL SURFACETHE GENERAL CONTRACTOR SHALL CUT AND INSTALL THE VERTICAL CLOSURE PLATES AFTER ALL PIPING AND CONDUITS ARE INSTALLED AND SEAL ALL PENETRATIONS AS NOTED IN THE DETAIL AND PROVIDE CONTINUOUS SEALANT AT THE PERIMETER JOINT BETWEEN THE CLOSURE PLATES AND HOOD AND CURB AND WHERE THE CLOSURE PLATES OVERLAP. REF SEALANT SPECIFICATION. EXPANDING FOAM SEALANT SHALL NOT BE USED WHERE SEALANT IS EXPOSED TO THE EXTERIOR.EXTEND EXTERIOR REFRIGERANT AND WATER LINE EXTERNAL PVC INSULATION JACKET 1" INSIDE HOOD METAL CLOSURE PLATES.12" CLEAR2"12" MIN5"1/8 11/8 1CLEAR INSIDE OPENINGREF PLAN2 PIECE GALVANIZED METAL VERTICAL CLOSURE PLATES, INSTALLED BY GC. FIELD CUT TO FIT AROUND CONDUIT AND PIPE INSULATION (1/8" MAX. GAP BETWEEN PIPE/CONDUIT AND PLATE), FASTEN TO HOOD AND CURB WITH SHEET METAL SCREWS W/NEOPRENE WASHERS 4 EA SIDE AND 6" OC TOP AND BOTTOMROOF LEGENDEXISTING SKY LIGHTNEW RCUSHEET NOTES1. INSTALL MOLDED PIPE FLASHING AT ALL NEW PIPE OR CONDUIT PENETRATIONS THROUGH ROOF. REF. MECHANICAL FOR LOCATIONS. REF. 2,5-A4EXISTING INSULATIONFULLY ADHEREDFLASHING MEMBRANEEXTEND UP AND OVERTOP OF CURBNEOPRENE TAPEGASKETROOF MEMBRANECONT EDGE SEALANT IF REQUIRED BY MFRRCUFASTENER ANDPLATEINSULATIONMANUFACTUREDMETAL CURBINFILL MTL DECKAND INSULATIONAS REQ'D TOMATCH EXISTING.REF STRUCTURALSTEEL ANGLEREF STRUCTURAL(TYP)PROVIDE SINGLE ROW OF WALKWAY PADS ON ACCESS SIDE OF UNIT.FIELD VERIFY LOCATIONNOTE: DO NOT INSTALLWALK WAY PADS UNTILROOF PENETRATIONFLASHINGS ARE COMPLETE.NOTE: FOR ROOF PENETRATIONS LOCATED WHERE WALKWAY PADS ARE INSTALLED, TRIM WALKWAY PADS 4" FROM EDGE OF ROOF PENETRATION FLASHING BEFORE PAD INSTALLATION.PROVIDE CRICKET AT ALL MECHANICALEQUIPMENT, SKYLIGHTS, RTU'S, ETC. INSTALL ROOFING INSULATION WITH 1/2" PER FOOT SLOPE TO PROVIDE POSITIVE DRAINAGE AROUND UNITS.RCURCU(TYP)8" FROMCURBREF MECHANICAL FOR PIPING ATTACHMENT DETAILS.BLOCKING AT CORNER LOCATIONS, TYP24"x16" RUBBER WALKPAD, 1/4" THICK, FULLY ADHERED TO ROOF MEMBRANEGAS LINE PAINTEDATTACH BLOCKING AT 90 DEGREES TO PIPE1'-6"1'-6"MAXIMUM8 FOOTP5123456GHJROOF SLOPE1/4" PER 1'-0" TYPFOR WALKWAY PAD AND CRICKET INSTALLATIONFOR GAS PIPING SUPPORT PLANNEW RCU-4 ON CURB, REF MEP AND STRUCTURALSLOPE1/4" PER 1'-0" TYP-REF3A4-REF4A4NEW RCU-3 ON CURB, REF MEP AND STRUCTURAL2'-3"10'-7"ROOF PENETRATION MEP AND -REF5A4REF STRUCTURAL FOR EXACT LOCATIONS OF NEW RCU'Sarchitecture2809 Ajax Avenue Suite 100Rogers Arkansas 72758Phone: 479.636.3545Fax: 479.636.1209+engineeringArchitect of RecordWilliam Douglas HurleyWashington License No. 8855Unified Business ID No. 602 491 668STIPULATION FOR REUSETHIS 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.DRAWN BY:CHECKED BY:DOCUMENT DATE:PROTO:PROTO 176PROTO CYCLE:DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTIONSHEET:ISSUE BLOCKC:\Users\stephanielunsford\Documents\03705_Yelm_WA_176_L_ARCH_V20_stephanie.lunsford.rvtYELM, WASHINGTON05/28/2021YELM, WASHINGTONSTORE NO.3705-235JOB NUMBER: 2021-0111SLKD17604/30/202105/28/2021ROOF PLANAND DETAILSA4 1" = 1'-0"2ROOF PENETRATION 1" = 1'-0"5REFRIGERATION LINE ROOF PENETRATION 1 1/2" = 1'-0"6NEW CURB 12" = 1'-0"3PAD LAYOUT (TYP ALL UNITS) 1/2" = 1'-0"4PIPING SUPPORT PLAN 1/8" = 1'-0"1PARTIAL ROOF PLAN
GENERAL FINISH NOTES1.2.3.4.5.6.PAINT ALL METAL DOOR FRAMES VISIBLE TO CUSTOMER (EXCEPT DOORS IN CMU WALLS) WITH EPOXY PAINT. PREP SURFACE TO BE PAINTED PER SPECIFICATIONS.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 UNOAT 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. 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.FOR PROTECTIVE WALL SURFACING WAINSCOT, INSTALL OUTSIDE CORNER TRIM, REFERENCE SPECIFICATIONS.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.ETR EXISTING TO REMAINMATERIAL KEYMARK DESCRIPTIONACONCRETEB GLASS AND ALUMINUM FRAMECSMOOTH FACE CMUD SPLIT FACE CMUE CHAIN LINKF EXPOSED STRUCTUREGGYPSUM BOARDHMETAL SOFFITL PLYWOODMORNAMENTAL FENCEN COOLER/FREEZER PANELTRANSLUCENT WALL PANELPJ SHADE CLOTHFIBERGLASS ROOF PANELSQMUNTIN BAR2" CRASH BARS AT 6" AND 24", TYP.10" BOTTOM RAIL, TYP.SLIDEAUTOMATIC SLIDINGSURFACE MOUNTEDC1PACKAGE WIDTHPACKAGE HEIGHTALUMINUM LINKALSTEELSTLHOLLOW METAL-STEELHM-STLOM ORNAMENTAL METAL CHAIN LINKCL ALUMINUMALUM DESCRIPTIONMARK MATERIAL KEYACRYLICACRYLPLASTPLASTICSTEEL PIPESTL-PSTEEL BENT PLATESTL-BPTEMPEREDTEMPDOOR SCHEDULE NOTES1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.BUTTS OR HINGES. REF SPEC.ALARM OR EXIT DEVICE. REF SPEC. LATCH OR LOCK SET, REF SPEC.PUSH AND/OR PULL, REF SPEC.INSTALL AUTOMATIC CLOSER, REF SPEC.REMOVE DOOR CLOSER. PATCH AS NEEDED.ARMOR PLATE AND/OR KICKPLATE.STOP, HOLDER, OR ELECTROMAGNETIC DOOR HOLDER, REF SPEC.THRESHOLD, REF SPEC.INSTALL CONTINUOUS GEARED HINGE, REF SPEC.DOOR COORDINATOR, REF SPECELECTROMAGNETIC LOCK, REF SPEC.LOCK GUARD, REF SPEC.ONE-WAY VIEWER, REF SPEC.INSTALL 5"X20" WINDOW IN DOOR.INSTALL FLEXIBLE STRIP CURTAININSTALL SECTIONAL DOOR TRACK RETURN AT MAXIMUM HEIGHT AND AS CLOSE TO ROOF STRUCTURE AS ALLOWABLE BY MANUFACTURER.FULLY GASKETED FOR NEUTRALIZATION.PROVIDE 1" CLEARANCE BETWEEN EDGE OF STRIKE SIDE OF DOOR AND ADJACENT CASEWORK. COORDINATE INSTALLATION OF SIGNAGE WITH DOOR MANUFACTURER: 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"REMOVE EXISTING DOOR AND HARDWARE. EXISTING FRAME TO REMAIN. INSTALL HINGE FILLER PLATE AND STRIKE FILLER PLATE IN HOLLOW METAL FRAME.FLEXIBLE TRAFFIC DOOR COLOR TO BE BLACK. PAINT DOOR FRAME P36. DO NOT PAINT STAINLESS STEEL FRAMES.INSTALL HINGE FILLER PLATE PRIOR TO INSTALLATION OF CONTINUOUS HINGE.PROVIDE VENDOR WITH FIELD VERIFIED DIMENSION OF CLEAR WIDTH AFTER REFRIGERATED CASES HAVE BEEN INSTALLED. DOOR COLOR TO BE BLACK.SHELF ON DOOR TO BE STRIPPED, CLEANED, AND REFINISHED.SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "IN EMERGENCY PUSH TO OPEN"31. GC TO PURCHASE AND INSTALL 3M FILM FASARA MILKY MILKY SAN MARINO (SH2MAMM).32. GC TO PURCHASE AND INSTALL 3M FILM FASARA MILKY MILKY SAN MARINO (SH2MAMM). 12" CLEAR BAND AT TOP AND BOTTOM.34. CONTAINER AND DOOR MANUFACTURERS TO COORDINATE INSTALLATION OF DOORS.35. DOOR TO BE FACTORY FINISHED BLACK COLOR - DO NOT PAINT.36. 32" MIN. CLEAR WORTH OF PASSAGEWAY AFTER INSTALLATION.37. METAL DOOR FRAMES VISIBLE TO CUSTOMER NOT IN EXTERIOR WALLS TO RECEIVE EPOXY PAINT.38. PREFINISHED DOOR AND HARDWARE FURNISHED AND INSTALLED BY VENDOR.39. DOOR AND HARDWARE FURNISHED, INSTALLED, AND PAINTED BY G.C.40. AUTOMATIC OPENER INSTALLED BY VENDOR, REF SPEC.41. CARDREADER INSTALLED BY VENDOR, REF SPEC.42. INSTALL STOREROOM LOCK, REF SPEC.43. DOOR BY IPB MANUFACTURER.44. IPB DOOR MANUFACTURERS TO COORDINATE INSTALLATION OF DOORS.45. NOMINAL SIZE FOR HEIGHTS AND WIDTHS ARE DETERMINED BY THE PACKAGE HEIGHT AND WIDTH FROM DOOR VENDOR.KEYCARDEXTERIOR MOUNTED SLIDER - HARDWARE AND INSTALLATION BY VENDORSINGLE DOORNOTE TO G.C.:GRIND SPLIT FACE CMU TO FLUSH CONDITION FOR PROPER DOOR OPERATION.4' - 0" AFFEXTERIORGRIND SMOOTH FOR NEW FRAME AT EXISTING CMUMASONRY LINTELREF STRUCTURALAUTOMATIC SLIDING DOOR HEAD ASSEMBLYALUMINUM FRAME BEYONDGLAZINGSURFACE MOUNTED AUTOMATIC SLIDING ENTRY DOORSMOOTH FACE CMU JAMB BEYONDCONTINUOUS SEALANTCONTINUOUS SEALANT BEYONDADDITIONAL GAP CLOSURE AND SEALANT MAY BE REQUIRED TO ASSURE CONTINUOUS SEALANTAUTOMATIC SLIDING DOOR HEAD ASSEMBLY ABOVECONTINUOUSSEALANTCONTINUOUSSEALANTSURFACE MOUNTED AUTOMATIC SLIDING ENTRY DOOR AND FRAMECONTINUOUS SEALANTGRIND SMOOTH FOR NEW DOOR FRAME AT EXISTING CMUAUTOMATIC SLIDING ENTRY DOOR BOTTOM RAIL BELOWCONTINUOUSSEALANTREF DR SCHED & FLOOR PLANDOOR WIDTH & MOEXTERIOREXISTINGCMU WALLCOUNTER SUNK1/4"x2" EXPANSIONANCHORS AT 12" OCBOTTOMALUMINUMFRAMEGLAZINGTHRESHOLD SET INFULL BED MASTICSURFACE AUTOSLIDING DOORNOTE: FOR REFERENCEONLY, NICarchitecture2809 Ajax Avenue Suite 100Rogers Arkansas 72758Phone: 479.636.3545Fax: 479.636.1209+engineeringArchitect of RecordWilliam Douglas HurleyWashington License No. 8855Unified Business ID No. 602 491 668STIPULATION FOR REUSETHIS 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.DRAWN BY:CHECKED BY:DOCUMENT DATE:PROTO:PROTO 176PROTO CYCLE:DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTIONSHEET:ISSUE BLOCKYELM, WASHINGTON05/28/2021YELM, WASHINGTONSTORE NO.3705-235JOB NUMBER: 2021-0111SLKD17604/30/202105/28/2021DOORSCHEDULEAND FINISHESA8REF SPECIFICATIONS FOR EXACT COLORS REQUIREDFINISH KEYMARK FINISHCOLORDESC.ACT1 ACOUSTICAL CEILING TILE WHITE24"x48"ACT2 ACOUSTICAL CEILING TILE WHITE24"x48" VINYL FACED NON-PERFORATEDACT3 ACOUSTICAL CEILING TILE WHITE24"x48"ACT4 ACOUSTICAL CEILING TILE WHITE24"x48"ACTG ACOUSTICAL CEILING GRID WHITEB6 PLASTIC BASE BLACK6"x1/4"B9 PLASTIC BASE BLACK4"x1/4"B10 PLASTIC BASE OUTSIDE CORNER BLACKC1 CUSHION BACK TILE CARPETC3 CUSHION BACK TILE CARPET WALNUTCC CONCRETE CURBCT2 ENTRY TILERED12" x 24" x 3/8"CT43 PORCELAIN WALL TILE BEIGE12" x 12" x 3/8"CT44 PORCELAIN FLOOR TILE GRAY12" x 12" x 3/8"CT45 WALL TILEWHITE4" x 8" x 3/8"CT47 WALL TILEBLUE4" x 8" x 3/8"CT48 FLOOR TILETAUPE GRADIENT 12" x 24" x 3/8"CT48A COVE BASETAUPE GRADIENT 6" x 12" x 3/8"DB5 DURA-TUFF BASE BLACK5"DB10 DURA-TUFF BASE BLACK10"ETR EXISTING TO REMAINFRP1 FIBERGLASS REINFORCED PLASTIC WHITEFRP WALL PANELFRP2 FIBERGLASS REINFORCED PLASTIC BEIGEFRP WALL PANELFRP5 FIBERGLASS REINFORCED PLASTIC ALMONDFRP WALL PANELG1 GROUTDARK GRAYG2 GROUTDARK GRAYG3 GROUTLIGHT TANG4 GROUTGRAYG7 GROUTBROWNHRC1 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 STANDARDP5E PAINTSAFETY YELLOWP8 PAINT"PURE WHITE" # 7005P14 PAINT"GOLDENROD" # 6677P16 PAINT"SOFTWARE" #7074P21 PAINT"SAFETY RED" #4081P21E PAINTSAFETY REDP33 PAINT"DOVER WHITE" #6385P33E PAINTCREAMP36 PAINT"DOMINO" #6989P36E PAINTBLACKP40 PAINT"GARDENIA" #6665P49 PAINT"GAUNTLET GRAY" #7019P49E PAINTDARK GRAYP76 PAINT"MEDIUM WALMART BLUE" #076P76U PAINT"MEDIUM WALMART BLUE" #076(URETHANE)P81 PAINT"TRICORN BLACK" #6258P81E PAINTBLACKP83 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" #7015P134E PAINTLIGHT GRAYP135 PAINT"DORIAN GRAY" #7017P135E PAINTMEDIUM GRAYP140 PAINT"SNOWBOUND" #7004P159 PAINT"CASA BLANCA" #7571P162 PAINT"PEPPERCORN" #7674P163 PAINT"TURQUISH" #6939P164 PAINT"ESSENTIAL GRAY" #6002PF4 LEAD-COTEMETALLICPL4 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 1500-60PS1 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 TILEGRAY6"x6" ABRASIVEQT31 QUARRY TILERED6"x6" ABRASIVESCB1 SANITARY COVE BASE RED8" H ANTIMICROBIAL PLASTIC FOR QTSCB2 SANITARY COVE BASE GRAY8" H ANTIMICROBIAL PLASTIC FOR QTSCB4 SANITARY COVE BASE RED8" H ANTIMICROBIAL PLASTICSCB5 SANITARY COVE BASE GRAY8" H ANTIMICROBIAL PLASTICSS STAINLESS STEELSST1 SOLID SURFACETC TEXTURED CONCRETEVCT9 VINYL COMPOSITION TILE WHITE12"x12"x1/8"VCT11 VINYL COMPOSITION TILE BEIGHE12"x12"x1/8"VCT12 VINYL COMPOSITION TILE TAN12"x12"x1/8"WB 2x8 WOOD BASEWB10 2x10 WOOD BASEWG PLASTIC WALL GUARD BLACK OR GRAYNEW DOOR AND FRAME SCHEDULEDETAIL REFERENCES ARE TO SHEET A8 UNOMARK ROOM NAMEDOORFRAME DETAILFIRERATING(MIN)NOTES MARKNEW/ETRTYPE MATERIAL QTYNOMINAL SIZEGLASSNEW/ETRTYPE MATERIAL HEAD JAMB THRESHOLDWIDTH HEIGHT993B NEW C1 ALUM 1 3' - 6 1/2" 8' - 0" TEMPERED NEW --- ALUM [3] [4] [5] [---] 45 993BEXTERIOR PICKUP 3/16" = 1'-0"1DOOR TYPES 3/16" = 1'-0"2SLIDING DOOR ELEVATION 1 1/2" = 1'-0"3SLIDING DOOR HEADEXTERIOR MOUNTED 1 1/2" = 1'-0"4SLIDING DOOR JAMBEXTERIOR MOUNTED 1 1/2" = 1'-0"5THRESHOLD DETAIL
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℄8' - 4 1/4"3' - 6 1/2"8' - 1 1/4"993B16.055.01TYP2OP1.27'-0"P131RELOCATED CARD READER FOR NEW SLIDER DOOR (993B)-REF2A820'-0"1 - OP1.2D456HJ11' - 3"2' - 4"2' - 4"3"RELOCATED PICK CARTSPICK CARTS, TYPRELOCATED MANAGER'S STATION AND PRINTERPRINT STAND3"6' - 0"6' - 0"6' - 0"9'-1 1/4"7'-10 1/2"5'-3 1/8"7'-11 1/2"9 1/8"9'-2"9'-11 1/8"1'-8"4"13'-6"4"FOR ENLARGED WALK-IN PLAN:-REF1OP1.15"5"5"6'-6"5"5.20TYP5.54TYPCLOSURE PANEL (TYP OF 2), 3.13TYP5"1'-7 1/4"6'-6"5.54TYP_______OP1.1216.056'-8 1/4"PICKUP DOLLIES, TYPRELOCATED PICKUP DOLLIESPICKUPCOOLER947PICKUPFREEZER948PICKUP DOLLIES, TYP-REF12OP1.1PICKUPSTORAGE946REFER 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 OTHERWISE_______OP1.14_______OP1.14SIMR0620.001R0700.000R0620.001R0700.000R0620.001RELOCATED PICK CARTRELOCATED AND NEW ELECTRICAL PANELS, REF MEP 6"6"D8OP1.1EQUIPMENT NOTES1. REFERENCE SHEET A1 FOR EQUIPMENT LOCATION5. FINISHES FOR OWNER SUPPLIED EQUIPMENT ARE SPECIFIED PER BID ALIGNMENT BETWEEN OWNER AND OEM10. EQUIPMENT INSTALLED BY EQUIPMENT SUPPLIER11. RETROFIT DOORS/LIDS PROVIDED BY OWNER AND INSTALLED BY EQUIPMENT SUPPLIER16. SCALE STAND FURNISHED BY OEM AND INSTALLED BY GCGENERAL EQUIPMENT NOTESA.B.C.D.ALL EQUIPMENT IS SUPPLIED BY OWNER, INSTALLED BY THE GENERAL CONTRACTOR, GENERAL CONTRACTOR TO MAKE FINAL UTILITY CONNECTIONS, UNLESS OTHERWISE NOTEDREFERENCE SPECIFICATIONS FOR REFRIGERATED AND HOT DISPLAY CASES FOR SUPPLIED BY, INSTALLED BY, AND FINAL CONNECT BYREFERENCE SPEC APPENDIX A FOR MANUFACTURER AND MODEL NUMBERS NOT LISTED IN EQUIPMENT LEGENDSOWNER TO SUPPLY SS FIXTURES BY WIN-HOLTarchitecture2809 Ajax Avenue Suite 100Rogers Arkansas 72758Phone: 479.636.3545Fax: 479.636.1209+engineeringArchitect of RecordWilliam Douglas HurleyWashington License No. 8855Unified Business ID No. 602 491 668STIPULATION FOR REUSETHIS 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.DRAWN BY:CHECKED BY:DOCUMENT DATE:PROTO:PROTO 176PROTO CYCLE:DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTIONSHEET:ISSUE BLOCKYELM, WASHINGTON05/28/2021YELM, WASHINGTONSTORE NO.3705-235JOB NUMBER: 2021-0111SLKD17604/30/202105/28/2021PICKUPSTORAGEPLANSOP1.0KEYNOTES3.136" WIDE x 6" HIGH CONTINUOUS CONCRETE CURB WITHSMOOTH HAND TOWEL FINISH AT BASE OF WALK-IN BOX5.016" PIPE BOLLARD WITH GRAY PLASTIC SLEEVE (HEIGHTOF SLEEVE NOTED ADJACENT TO KEYNOTE)5.20STEEL PROTECTOR ANGLE. REF 8-OP1.1 AND 9-OP1.15.5432" GALVANISHED STEEL BOLLARD, 4" OD FURNISHED BYOWNER, INSTALLED BY GC.16.05INSTALL INSECT CONTROL UNIT TYPE NOTED BESIDESUNIT. REFER TO N1 FOR LEGEND AND NOTES.WALK-IN COMPONENTS AND DOOR LEGENDWDS NUMBER QTY.DESCRIPTIONNOTESR0620.001 3 SWING DOOR (42X90)R0700.000 2 PUSH THROUGH VESTIBULE (42X90)R5001.000 1 WALK-IN PANELS10, 11 3/16" = 1'-0"1PICKUP STORAGE DEMO PLAN 3/16" = 1'-0"3PICKUP STORAGE DEMO PLAN 3/16" = 1'-0"2PLAN 3/16" = 1'-0"4PICKUP STORAGE DEMO PLAN••••946 PICKUP STORAGEWALLSETR.FLOORETR.PATCH AND REPAIR CONCRETE AS REQUIRED AT LOCATIONS OF DEMOLISHED FIXTURES IN ACCORDANCE WITH SPECIFICATION SECTION 03905.CEILINGETR.
6" x 6" SEALED CONCRETE CURB AND FLOOR PLANS FOR EXACT LOCATIONWALK-IN PANELSAND DOOR BY OWNERSTEEL BOLLARDREF PLANS FOR TYPE, SIZE, NUMBER, AND LOCATIONTYP10"6"10"NOTE: 1. SEALED CONCRETE CURBS ARE TO BE FORMED AFTER WALLS, WALK-INS, ETC ARE IN PLACE, USING FACE OF WALL OR WALK-IN PANEL AS SIDE FORM2. TYPICAL DETAIL, REF PLAN FOR DOOR ORIENTATION3. FOR WATERPROOFING3/4" X 3" (KORLYTE)PLASTIC TRANSITION STRIPAT PERIMETER OF FREEZER CONT JOINT FILLER, BOTH SIDES10"-REF8OP1.1-REF8OP1.1-REF5OP1.1REF FOUNDATION PLAN FOR SLAB, SUB-SLAB AND REINFORCINGEXTRUDED POLYSTYRENE RIGID INSULATION, REF SPECS FOR DENSITYSUB-SLAB REF STRUCINSULATED WALL PANELPOLYETHYLENE VAPOR RETARDER WITH TAPED JOINTS REF SPECS6"6"4"PROVIDE CONTINUOUS JOINT FILLER (PY1) MIN 28 DAYS AFTER SLAB HAS BEEN POURED AND BEFORE STARTUP OF INSULATED WALL PANELS BETWEEN PLASTIC STRIP AND SLAB, BOTH SIDESINSULATED WALL PANELDUE TO THE NATURAL CURING OF CONCRETE, GAPS MAY APPEAR BETWEEN THE PLASTIC TRANSITION STRIP AND SLAB. FILL GAPS WITH CONTINUOUS SEALANT AS SHOWN6 MIL POLYETHYLENE VAPOR RETARDER WITH TAPED JOINTS, INSTALLED BETWEEN CONCRETE AND INSULATION AND WRAPPED AROUND WOOD BLOCKING, REF SPECS3/4" X 3" PLASTIC TRANSITION STRIPS(KORLYTE). ATTACH WITH #12x3" ZINC COATED WOOD SCREWS AT 18" OC STAGGERED AND CONSTRUCTION ADHESIVE(2) 2x12 PRESSURE TREATED BLOCKING AT PERIMETERSCALE: 1 1/2" = 1'-0"ENLARGED DETAIL AT PLASTIC TRANSITION STRIPCOOLERFREEZER1'-4"EXISTING CONCRETE SLAB.1/2".1/2"OUTSIDE FACE OF FREEZER PANELINSTALL (2) BEADS OF CONTSEALANT PER PANEL MFRRECOMMENDATIONS3/4" X 3" PLASTIC TRANSITIONSTRIP (KORLYTE). ATTACH WITH#12x3" ZINC COATED WOODSCREWS AT 18" OC STAGGEREDAND CONSTRUCTION ADHESIVEEXTRUDED POLYSTYRENERIGID INSULATION, REF SPECS FOR DENSITYREF STRUC FOR SLAB, SUB-SLAB AND REINFORCING(2) 2x12 PRESSURE TREATEDBLOCKING AT PERIMETERINSIDE FACE OF FREEZER PANEL6 MIL POLYETHYLENE VAPORRETARDER WITH TAPED JOINTS,REF SPECSCONT LOW TEMPERATURESEALANT EACH SIDE BY OWNERRE-SAW AND EPOXY, REF STRUCREF STRUC FOR SLAB & REINFORCING4"6"6"1'-4"6"1/2"SIM_______OP1.111FACE OF EXTERIOR WALL OR COLUMNABNOTE:DUE TO THE NATURAL CURING OF CONCRETE, GAPS MAY APPEAR BETWEEN THE PLASTIC TRANSITION STRIP AND SLAB. FILL GAPS WITH CONT SEALANT AS SHOWN BELOWINSTALL CONT JOINT FILLER (PY1) MIN 28 DAYS AFTER SLAB HAS BEEN POURED AND BEFORE STARTUP OF FREEZER BETWEEN PLASTIC STRIP AND SLAB, BOTH SIDES6 MIL POLYETHYLENE VAPOR RETARDER WITH TAPED JOINTS, INSTALLED BETWEEN CONCRETE AND INSULATION AND WRAPPED AROUND WOOD BLOCKING, REF SPECSINSTALL CONT JOINT FILLER (PY1) MIN 28 DAYS AFTER SLAB HAS BEEN POURED AND BEFORE STARTUP OF FREEZER BETWEEN PLASTIC STRIP AND SLAB, BOTH SIDESFREEZER WALL PANELINTERIOR SIDEEXTERIOR SIDE6 MIL POLYETHYLENE VAPOR RETARDER WITH TAPED JOINTS, INSTALLED BETWEEN CONCRETE AND INSULATION AND WRAPPED AROUND WOOD BLOCKING, REF SPECSFREEZER WALL PANELINTERIOR SIDEEXTERIOR SIDERE-SAW AND EPOXY, REF STRUCREF STRUC FOR SLAB AND REINFORCINGREF STRUC FOR SLAB AND REINFORCING6 MIL POLYETHYLENE VAPOR RETARDERWITH TAPED JOINTS, REF SPECS(2) 2x12 PRESSURE TREATED BLOCKING ATPERIMETER(2) 3/4" X 3" PLASTIC (KORLYTE) TRANSITION STRIP. ATTACH WITH #12x3" ZINC COATED WOOD SCREWS AT 18" OC STAGGERED AND CONSTRUCTION ADHESIVEINSTALL (2) BEADS OF CONT SEALANT PER PANEL MFR RECOMMENDATIONSOUTSIDE FACE OF FREEZER PANELEXTRUDED POLYSTYRENE RIGID INSULATIONREF SPECS FOR DENSITYCONT LOW TEMPERATURE SEALANT EACH SIDE BY OWNER6"6"4"1'-4"SIMMIN1'-0"FACE OF DEMISING WALLREF STRUC FOR SLAB, SUB-SLAB AND REINFORCING_______OP1.111SLOPE15/32"HUB DRAINREF PLUMBING#4 x 6" AT 24" OC15 MIL VAPOR BARRIER AT WALL AND FLOOR6"x6" SEALED CONCRETECURB WITH A SMOOTHHAND TROWEL FINISHCONTINUOUS SEALANTWALK-IN PANELCONTINUOUS SEALANTINTERIOR WALK-INEXTERIOR WALK-IN6" X 4" X 3/8" CONTINUOUS STEEL ANGLE PAINT1/2" DIAMETER X 4" EXPANSION BOLT AT 36" OCCONCRETE SLABVERIFY LOCATIONS FOR ADDITIONAL ANGLES NOT SHOWN ON PLANS WITH WALMART CONSTRUCTION MANAGERP55"EXTERIOR WALK-ININTERIOR WALK-INCURBS. REF FLOOR PLANS FOR TYPE, SIZE, NUMBER AND EXACT LOCATION, TYPAIR DOORWALK-IN PANEL WALLAND DOOR BY OWNER. REF FLOOR PLAN FOR DOOR TYPE.NOTE: 1. SEALED CONCRETE CURBS ARE TO BE FORMED AFTER WALLS, WALK-INS, ETC ARE IN PLACE, USING FACE OF WALL OR WALK-IN PANEL AS SIDE FORM2. TYPICAL DETAIL, REF PLAN FOR DOOR ORIENTATION3. FOR WATERPROOFING-REF8OP1.16HSWING DOOR(42X90)SWING DOOR(42X90)PUSH THROUGH VESTIBULE(42X90)PUSH THROUGH VESTIBULE(42X90)SWING DOOR WITH STRIP CURTAIN (42X90)PICKUPCOOLER10'-0" H10'-0" H5'-9"1'-10"16'-0 1/2"40'-0"5 1/2"6'-1"5 1/2"F.V.8 1/2"15'-8"16'-10"5 1/2"R5003.000 TYPF.V.9 1/2"PICKUPFREEZER6HOS FACE WOOD BLOCKING15'-11 1/2"OS FACE WOOD BLOCKING15'-7"1'-2 1/2"1'-3 1/2"EXISTING COLUMNPICKUPFREEZER5OP1.16OP1.17OP1.1ANGLE AT PUSH SIDE OF INTERIOR DOORANGLE ATCORNERSINTERIORDOORSTUD WALLPROVIDESMOOTH EDGE6x4x3/8" CONT STEEL ANGLE6x4x3/8" CONT STEEL ANGLEMIN1'-0"10"10"6"#6 SCREWS AT MAX 9" OC EACH SIDE. EVENLY SPACE FASTENERS.PROVIDE 1" TOE KICK RETURN EACH SIDECONT CLEAR COATED 20 GA GALVANIZED STEEL INFILL PANEL WITH HEMMED EDGES SET IN A BED OF SEALANT EACH SIDEFV1"1"FVFVREFRIGERATED CASESFVHEIGHT OF PANEL TO MATCH ADJACENT CASESFOR OPENINGS OVER 24" IN WIDTHINSTALL BACKUP FRAMING PER DETAILAND FASTEN TO HORIZ FRAMINGMEMBERS @ MAX 9" OC WITH #6 SCREWS. EVENLY SPACE FASTENERSPLAN AT WALK-INPARTITIONOR WALL1/2" MAXFASTENERTYPWALK-IN PANELCLOSUREPANELTYP1"OVERLAP1.2.3.4.5.6.7.NOTES: REFRIGERATION CONTRACTOR TO PROVIDE GALVANIZED CLOSURE PANELS AT ALL VERTICAL GAPS AND AT ALL HORIZONTAL GAPS 52" OR LOWER AFF BETWEEN REFRIGERATED CASE, WALLS, AND/OR EQUIPMENT. PROVIDE STAINLESS STEEL CLOSURE PANELS LOCATED IN PREP AREAS. REF FLOOR PLANS FOR ALL PARTITION TYPES AND LOCATIONS.EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS.SET CLOSURE PANEL IN A BED OF SEALANT EACH SIDE.FASTEN CLOSURE PANELS WITH #6 PAN HEAD SCREWS AT 9" OC.CLOSURE PANELS TO BE FASTENED ONLY TO THE BACK OF THE REFRIGERATED CASE OR END PANEL SKINS AS INDICATED IN THE DRAWINGS.PLANSECTIONAT DOORLCLCCORNER OF FIXTURE OR COOLER/ FREEZER BOX4" DIA. INTERIOR STEELPIPE BOLLARD.SHOP WELD 10"X10"X1/2"THICK BASE PLATE W/(5) 7/8" HOLES ON 8"DIA BOLT PATTERN(5) 3/4"X4" SIMPSONTITEN HD ANCHOR BOLTSEMBEDDED 2-3/4" (TYP)FLOORSHOP WELD10"X10"X1/2"BASE PLATETO 4" PIPE(6) 7/8" HOLES ON8" DIA BOLT PATTERNNOTE: PAINT ALL STEELSAFETY YELLOWWELDED CAPFINISHED OPENINGOF COOLER/FREEZERBOX OR STUD WALLCONTINUOUSSTEEL ANGLE5"5"2"3'-0"6"6"architecture2809 Ajax Avenue Suite 100Rogers Arkansas 72758Phone: 479.636.3545Fax: 479.636.1209+engineeringArchitect of RecordWilliam Douglas HurleyWashington License No. 8855Unified Business ID No. 602 491 668STIPULATION FOR REUSETHIS 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.DRAWN BY:CHECKED BY:DOCUMENT DATE:PROTO:PROTO 176PROTO CYCLE:DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTIONSHEET:ISSUE BLOCKYELM, WASHINGTON05/28/2021YELM, WASHINGTONSTORE NO.3705-235JOB NUMBER: 2021-0111SLKD17604/30/202105/28/2021PICKUP 2.0DETAILSOP1.1 1/2" = 1'-0"4SINGLE ACTING DOOR AT WALK-IN 3/4" = 1'-0"5THERMAL BREAK BETWEEN INSULATED SLAB AND EXISTINGSLAB AT WALK-IN 3/4" = 1'-0"6INSULATED FREEZER PAD 1" = 1'-0"11ENLARGED DETAIL AT PLASTIC TRANSITION STRIP 3/4" = 1'-0"7INSULATED FREEZER SLABAT DEMISING WALL 1" = 1'-0"8CURB PROTECTOR AND ANGLE 1/2" = 1'-0"3PUSH THROUGH VESTIBULE(HCR) DOOR AT WALK-IN 3/16" = 1'-0"1PICKUP STORAGE DEMO PLAN 3/16" = 1'-0"2FREEZER UNDERSLAB PLAN 1/2" = 1'-0"9PROTECTOR ANGLE 3/4" = 1'-0"12CLOSURE PANEL DETAIL 1/2" = 1'-0"10SLAB-MOUNTED BOLLARD DETAIL
GEDGE OF CANOPY ALIGNS WITH EDGE OF PALLET STORAGE2OP1.2CANOPY COLUMN FURNISHED BY VENDORMETAL FASCIA PANELS PREFINISHED BY VENDORP162EP162E109'-0"AFF5.01TYPNEW SLIDER DOOR OVER EXISTING OPENING AND FRAME 8"7'-0" MAXCANOPY SYSTEM BY VENDOREXISTING 8" SPLIT FACE CMUCANOPY SYSTEM COLUMN BY VENDOR COORDINATE LOCATIONS WITH STRUCTURALPLASTIC BOLLARDSLEEVE. REF SPECSEXISTING CONCRETE SLABEXISTING PAVINGDOWNSPOUT PROVIDED AND CONCEALED WITHIN COLUMN BY CANOPY VENDORDOWNSPOUT EXIT FROM COLUMN TO GRADE BY VENDORCOLUMN FOUNDATION REF STRUCTURAL ROOF SLOPE6"4'-9"LIGHT FIXTUREBASE MATERIALREF STRUCCLCLPLAN AT BASESECTIONPLASTIC BOLLARD SLEEVEREF SPECIFICATIONS6" 1'-2"EDGE OF CURBEXISTING CONCRETE SLABEXISTING PAVINGCOLUMN AND BOLLARD FOUNDATION REF STRUCTURAL 5'-5 1/2"6"CANOPY COLUMN BY VENDOR6" DIAMETER STEEL PIPE BOLLARD FILL WITH CONC WITH ROUNDED TOP PAINT SUBBASE/SUBGRADEREF STRUC6"1'-2"architecture2809 Ajax Avenue Suite 100Rogers Arkansas 72758Phone: 479.636.3545Fax: 479.636.1209+engineeringArchitect of RecordWilliam Douglas HurleyWashington License No. 8855Unified Business ID No. 602 491 668STIPULATION FOR REUSETHIS 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.DRAWN BY:CHECKED BY:DOCUMENT DATE:PROTO:PROTO 176PROTO CYCLE:DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTIONSHEET:ISSUE BLOCKYELM, WASHINGTON05/28/2021YELM, WASHINGTONSTORE NO.3705-235JOB NUMBER: 2021-0111SLKD17604/30/202105/28/2021PICKUP 2.0DETAILSOP1.2 3/16" = 1'-0"1CANOPY ELEVATION 1/2" = 1'-0"2ASSOCIATE CANOPY COVER SECTION 1/2" = 1'-0"3BOLLARD LOCATION
WHERE NETTING HEIGHT IS LESS THAN 5', GATHER NETTING AT STRUCTURE TO ENSURE FULL TENSION FROM WALK-IN PANEL TO JOISTTYPICAL WEB STRAP ATTACHMENT AT JOIST THROUGH JOIST PANEL POINTNET SYSTEMREF SPECSINSTALL NETTING WITHOUT SLACKTOP WEB STRAP AT CORNER FOR LOWER NETTOP WEB STRAP AT CORNER FOR UPPER NETINSIDE CORNER AT SPLIT ELEVATION(TRANSVERSE NET ATTACHMENT)INSIDE CORNER AT SPLIT ELEVATION(PARALLEL NET ATTACHMENT)AT CORNERS PROVIDE ONE WEB STRAP TO TENSION THE NET AT THE TOP CHORD AND ONE FROM THE JOIST PANEL POINT TO THE FOOTMAN LOOP AT THE WALK-IN PANELATTACH FOOTMAN LOOP WITH (2) #10 x 3" WOOD SCREWS CENTERED ON WOOD BLOCKING 3/4" FROM EDGE OF WALK-IN BOX. PLACE SCREW ATTACHMENT 1" MIN FROM END OF BOXREF SPECLOOP WEB STRAP THROUGH EYE BOLT1/2" SLEEVE ANCHOR WITH 3/8" ROD COUPLING WITH 1 1/2" MIN EMBEDMENT AND A 3/8" EYEBOLTREF SPECWEAVE CONTINUOUS WEB STRAP THROUGH NETTING AT EACH OPEN END PROVIDING 6" MIN OF NET BEYOND STRAPGATHER NETTING AT CORNERS AND SECURE WITH LASHING TIESREF SPECSCONTINUOUS WEB STRAP FROM 2" FOOTMAN LOOP AT WALK-IN PANEL THROUGH JOIST PANEL POINT AT ALL INSIDE AND OUTSIDE CORNERS AND NET TERMINATIONSATTACH BOTTOM NET WEBBING TO WALK-IN PANEL BLOCKING @ 24" OC THROUGH INTEGRAL GROMMETS WITH (1) #10 x 3" WOOD SCREW AND #10 WASHERS 3/4" FROM EDGE OF WALK-IN PANELP1001 UNISTRUT WHERE REQUIRED FOR NET ATTACHMENT. LOCATE WITHIN 3" OF JOIST PANEL POINTSWEAVE CONTINUOUS WEB STRAP THROUGH NETTING AT EACH OPEN ENDTYPATTACH WEB STRAPS TO UNISTRUT USING 5/16" EYEBOLT FASTENED TO UNISTRUT WITH 5/16" NUTS AND WASHERSWALL ANCHORWALK-IN PANELNETTING SYSTEMREF SPECSCUT OPENING IN NETTING NO LARGER THAN 1" GREATER THAN PENETRATIONLASH NETTING AT ALL CUT PENETRATIONS, REF SPECSATTACH BOTTOM OF NETTING AT EACH SIDE OF SPLICE WITH #10 X 3" WOOD SCREWS AND #10 WASHERS THROUGH GROMMETS. ADD GROMMETS AS NEEDEDEXTERIOR WALLEXISTING ROOF SYSTEMEXISTING STRUCTUREINSTALL STRAP AT EVERY JOIST PANEL POINT (6'-0" OC MAX)INSTALL NETTING BETWEEN 60º AND 90º IN RELATION TO HORIZONTAL WALK-IN CEILING PANELSSECURELY FASTEN WEB STRAP THROUGH JOIST PANEL POINTWEB STRAPREF SPECNET SYSTEMREF SPECATTACH BOTTOM NET WEBBING TO WALK-IN PANEL BLOCKING AT 2'-0" OC THROUGH INTEGRAL GROMMETS WITH #10x3" WOOD SCREWS AND #10 WASHERS AT 3/4" FROM EDGE OF WALK-IN PANELCEILING AS SCHEDULEDWALK-IN PANEL60º TO 90ºEXISTING ROOF SYSTEMEXISTING STRUCTUREINSTALL STRAP AT EVERY JOISTPANEL POINT (6'-0" OC MAX)INSTALL NETTING BETWEEN 60º AND 90º IN RELATION TO HORIZONTAL WALK-IN CEILING PANELSSECURELY FASTEN WEB STRAP THROUGH JOIST PANEL POINT AT EACH JOISTWEB STRAPREF SPECNET SYSTEMREF SPECATTACH BOTTOM NET WEBBING TO WALK-IN PANEL BLOCKING AT 2'-0" OC THROUGH INTEGRAL GROMMETS WITH #10x3" WOOD SCREWS AND #10 WASHERS AT 3/4" FROM EDGE OF WALK-IN PANELCEILING AS SCHEDULEDWALK-IN PANELALTERNATE CONDITION6 0 º T O 9 0 ºSHEET NOTES1. INSTALLATION SHALL NOT COMMENCE UNTIL WALK-INS AND ALL WORK ABOVE IS INSTALLED. GC SHALL COORDINATE INSTALLATION WITH OWNER CONSTRUCTION MANAGER AND ALL TRADES AND WORK BY OTHERS.2. MEASURE, CUT, AND INSTALL ALL NETTING AND ACCESSORIES PER MANUFACTURER'S INSTRUCTION MANUAL. NETTING MAY LEAN INWARD (TOWARDS CENTER OF WALK-IN BOX). BUT SHALL NOT LEAN OUTWARD (BEYOND PARALLEL TO FACE OF BOX).3. WHERE DUCTS OR PIPING REQUIRE PENETRATION OF NETTING, CUT NETTING AROUND DUCTS OR PIPES AND LASH NETTING ACCORDINGLY.4. EXISTING SAFETY NETTING MAY BE MODIFIED FOR NEW ITEMS LOCATED ABOVE EXISTING BOX, INCLUDING DUCTWORK, CONDUITS, REFRIGERATION LINES, ETC. . EXISTING SAFETY NET SYSTEM MAY NOT BE USED OR MODIFIED FOR NEW BOXES REPLACING EXISTING BOXES.-REF2GA3.4GENERAL NOTES1. ROUTE CONDUITS, UTILITIES, AND SUPPORTS 6" MIN AWAY FROM WALK-IN PANEL EDGES TO ALLOW FOR NET INSTALLATION 2. ATTACH BOTTOM WEB OF NET @ 24" OC THROUGH INTEGRAL GROMMETS WITH #10 X 3" WOOD SCREWS AND #10 WASHERS 3/4" FROM EDGE OF WALK-IN PANEL.3. CONTINUE STRAP FROM WALK-IN PANEL TO JOIST PANEL POINT OR GIRDER AT CORNERS. ADDITIONAL STRAP REQUIRED.4. REF SPECIFICATION 13300 FOR VERTICAL BARRIER NETTING SYSTEM AND COMPONENTS.456HLINE INDICATES EXTENT OF NETTING AT TOP OF WALK-INCONTRACTOR TO NOTIFY THE WALMART CONSTRUCTION MANAGER IF ANY EXISTING TO REMAIN BOXES DO NOT HAVE EDGE PROTECTION NETTING INSTALLED ABOVE THE WALK-IN BOXES PRIOR TO COMMENCEMENT OF THE PROJECT.13.10PICKUPFREEZERPICKUPCOOLERPICKUPSTORAGEarchitecture2809 Ajax Avenue Suite 100Rogers Arkansas 72758Phone: 479.636.3545Fax: 479.636.1209+engineeringArchitect of RecordWilliam Douglas HurleyWashington License No. 8855Unified Business ID No. 602 491 668STIPULATION FOR REUSETHIS 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.DRAWN BY:CHECKED BY:DOCUMENT DATE:PROTO:PROTO 176PROTO CYCLE:DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTIONSHEET:ISSUE BLOCKC:\Users\stephanielunsford\Documents\03705_Yelm_WA_176_L_ARCH_V20_stephanie.lunsford.rvtYELM, WASHINGTON05/28/2021YELM, WASHINGTONSTORE NO.3705-235JOB NUMBER: 2021-0111SLKD17604/30/202105/28/2021EDGEPROTECTIONGA3.4KEYNOTES13.103'-0" NET OPENING. COORDINATE WITH CEILING GRIDACCESS WHEN APPLICABLE1/4" = 1'-0"3NET SYSTEM ON WALK-IN BOX1/2" = 1'-0"2NETTING PENETRATIONS3/8" = 1'-0"4NET SYSTEM ATTACHMENT PARALLEL TO STRUCTURE3/8" = 1'-0"5NET SYSTEM ATTACHMENT PERPENDICULAR TOSTRUCTURE3/16" = 1'-0"1SAFETY NET PLAN
architecture2809 Ajax Avenue Suite 100Rogers Arkansas 72758Phone: 479.636.3545Fax: 479.636.1209+engineeringArchitect of RecordWilliam Douglas HurleyWashington License No. 8855Unified Business ID No. 602 491 668STIPULATION FOR REUSETHIS 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.DRAWN BY:CHECKED BY:DOCUMENT DATE:PROTO:PROTO 176PROTO CYCLE:DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTIONSHEET:ISSUE BLOCKYELM, WASHINGTON05/28/2021YELM, WASHINGTONSTORE NO.3705-235JOB NUMBER: 2021-0111SLKD17604/30/202105/28/2021RESPONSIBILITYSCHEDULESGA532 CLEAR SITE OF ALL TOOLS, UNUSED INSTALLATION MATERIALS AND TRASH. GC31SUBMIT REQUIRED VERISAE AND OTHER REGULATORY FORMS AS REQUIREDBY THE END OF COMMISSIONING WEEK. COMPLETED VERISAE FORMS ARE TOBE EMAILED TOMCEQUIP@WAL-MART.COM.RC30 PROVIDE CTL INSPECTION OF STRUCTURAL WORKWMT29CARRY OUT ANY STRUCTURAL WORK REQUIRED AND AS INCLUDED ON THESTRUCTURAL ENGINEERING DRAWINGS. OBTAIN HOT WORK PERMITS ASREQUIRED.GC28AFTER ALL CHANGES HAVE BEEN MADE TO A RACK, REMOVE ANYCOMPRESSOR SUCTION FILTERS / SOCKS AND REPLACE THE RACK LIQUIDLINE FILTERS. LEAVE THE OLD FILTERS / DRIERS IN THE RACK HOUSE TO BEINSPECTED BY THE MCM.RC27REMOVE THE OLD LEGENDS AND INSTALL REPLACEMENT LEGENDS ASSUPPLIED BY THE EOR / OEM.RC26COORDINATE THE SALVAGE OF THE OLD CONDENSERS WITH AES.***NOTE - IN TEXAS, WALMART'S PREFERRED SALVAGE PARTNER FORREFRIGERATION EQUIPMENT IS QUICK REFRIGERATION.RC25CONFIRM WITH STORE MANAGEMENT THAT THE NEW CONDENSERS AREFULLY OPERATIONAL AND ALL CASES ARE AT THE CORRECT TEMPERATURE.RC24CARRY OUT A THOROUGH LEAK TEST ON ALL WELDED AND MECHANICALJOINTS INSTALLED OR DISTURBED DURING THE PROJECT.RC23NOTIFY WMT BUILDING CONTROLS THAT THE NEW CONDENSERS ARERUNNING AND ONLINE.RC22 FURNISH CONTROLS SUPPORT TO THE INSTALLING CONTRACTOR. EMS21 PERFORM REMOTE CHECKOUT.RC20 CARRY OUT ANY CONTROLS PARAMETER CHANGES. EMS19COMMISSION THE CONDENSERS AND VFD'S, USING THE OEM'S SEQUENCE OFOPERATION AND THE EOR'S CONTROL SETTINGS.RC18REPLACE THE REFRIGERANT THAT WAS RECLAIMED DURING THE SHUTDOWN/ DECOMMISSIONING PROCESS.RC17SWITCH ON AND COMMISSION THE NEW CONDENSERS / VFD'S AND ALLOTHER CONTROL VALVES AS REQUIRED. CHECK AND ADJUST ALL CONTROLVALVE SETTINGS PER THE LEGEND.RC16EVACUATE AND PRESSURE TEST THE NEW CONDENSERS AND ANY PIPINGMODIFIED OR DISTURBED DURING THE WORK.RC15INSTALL THE NEW FURNISHED CONDENSERS, VALVES, VFD'S ETC. ASDETAILED IN THE CONSTRUCTION PRINTS. (MECHANICAL, ELECTRICAL ANDCONTROLS)RC14 DECOMMISSION AND REMOVE THE OLD CONDENSERS / VFD'S. RC13 RECLAIM REFRIGERANT AS REQUIRED.RC12TAKE WHATEVER STEPS ARE NECESSARY TO PROTECT THE PRODUCT THATMAY BE AFFECTED BY THE WORK.WMT11NOTIFY THE WMT BUILDING CONTROLS TEAM AND ADVISE THEM WHICHSYSTEMS AND WHICH CASES WILL BE IMPACTED BY THE WORK.RC10NOTIFY THE EMS VENDOR 24 HRS. IN ADVANCE OF THE WORK - TELL THEMWHAT CONDENSERS ARE BEING INSTALLED AND WHAT SYSTEMS WILL BEIMPACTED.RC9 OBTAIN HOT WORK PERMITS AS REQUIRED.GC8 COORDINATE THE INSTALLATION TIME WITH STORE MANAGEMENT. RC7PREFABRICATE AS MUCH OF THE NEW PIPE WORK AND ELECTRICAL CONDUITAS POSSIBLE AND MOUNT ANY NEW DEVICES IN ORDER TO REDUCE THEAMOUNT OF "DOWN TIME" NEEDED TO COMPLETE THE INSTALLATION.RC6 TERMINATE ALL POWER CABLES.RC5INSTALL AND TERMINATE CONTROLS WIRING (24 VOLTS OR LESS) ASDETAILED ON THE PRINTS.RC4FURNISH ALL CONTROLS CABLING AS NECESSARY TO COMPLETE THE WORK.(24 VOLTS OR LESS)EMS3FURNISH AND INSTALL ALL (REFRIGERANT AND DRAIN) PIPING, AND ALL FIELDINSTALLED REFRIGERATION VALVES NECESSARY TO COMPLETE THE WORK.RC2INSTALL ANY ADDITIONAL SUPPORT OR SCREENING STRUCTURES ASREQUIRED TO SUPPORT THE NEW CONDENSERS.GC1 FURNISH THE NEW REPLACEMENT CONDENSERS / VFD'S. OEM/WMTREMODEL#SCOPE OF WORKRESPONSIBLEPARTY***NOTE***THIS DOCUMENT IS INTENDED TO DESCRIBE IMPORTANT ELEMENTS OF THIS PROJECT AND TODEFINE THE RESPONSIBLE PARTIES FOR THIS WORK STREAM. IT IS NOT MEANT TO BE ANEXHAUSTIVE SOURCE OF INFORMATION OR A COMPLETE SCOPE OF WORK. IT SHOULD BE READAND USED IN CONJUNCTION WITH ADDITIONAL, DETAILED INFORMATION IN THE WALMARTREALTY ONE BEST WAY STANDARDS LIBRARY, AND IN PUBLICATIONS AVAILABLE FROM THE...CONDENSER REPLACEMENT35 CLEAR SITE OF ALL TOOLS, UNUSED INSTALLATION MATERIALS AND TRASH. GC34SUBMIT REQUIRED VERISAE AND OTHER REGULATORY FORMS ASREQUIRED BY THE END OF COMMISSIONING WEEK. COMPLETED VERISAEFORMS ARE TO BE EMAILED TOMCEQUIP@WAL-MART.COM.RC33 PROVIDE CTL INSPECTION OF STRUCTURAL WORKWMT32CARRY OUT ANY STRUCTURAL WORK REQUIRED AND AS INCLUDED ON THESTRUCTURAL ENGINEERING DRAWINGS. OBTAIN HOT WORK PERMITS ASREQUIRED.GC31AFTER ALL CHANGES HAVE BEEN MADE TO A RACK, REMOVE ANYCOMPRESSOR SUCTION FILTERS / SOCKS AND REPLACE THE RACK LIQUIDLINE FILTERS. LEAVE THE OLD FILTERS / DRIERS IN THE RACK HOUSE TO BEINSPECTED BY THE MCM.RC30REMOVE THE OLD LEGENDS AND INSTALL REPLACEMENT LEGENDS ASSUPPLIED BY THE EOR / OEM.RC29COORDINATE THE SALVAGE OF THE OLD CONDENSERS WITH AES.***NOTE - IN TEXAS, WALMART'S PREFERRED SALVAGE PARTNER FORREFRIGERATION EQUIPMENT IS QUICK REFRIGERATION.RC28DECOMMISSION AND REMOVE THE OLD CONDENSERS / VFD'S ONLY AFTERTHE NEW CONDENSERS ARE COMMISSIONED AND FUNCTIONINGCORRECTLY.RC27CONFIRM WITH STORE MANAGEMENT THAT THE NEW CONDENSERS AREFULLY OPERATIONAL AND ALL CASES ARE AT THE CORRECTTEMPERATURE.RC26INSTALL AND COMMISSION THE WATER TREATMENT SYSTEM FOR THE NEWCONDENSERS.WTC25CONTACT WMT TECH SERVICES SUPPORT TEAM TO FIND OUT WHO THECURRENT WATER TREATMENT PROVIDER IS FOR THE STORE. NOTIFY THEWATER TREATMENT CONTRACTOR WHEN THE NEW EVAPORATIVECONDENSERS ARE ONLINE. COORDINATE / SUPPORT THE INSTALLATION OFTHE WATER TREATMENT SYSTEMS.RC24CARRY OUT A THOROUGH LEAK TEST ON ALL WELDED AND MECHANICALJOINTS INSTALLED OR DISTURBED DURING THE PROJECT.RC23NOTIFY WMT BUILDING CONTROLS THAT THE NEW CONDENSERS ARERUNNING AND ONLINE.RC22 FURNISH CONTROLS SUPPORT TO THE INSTALLING CONTRACTOR. EMS21 PERFORM REMOTE CHECKOUT.RC20 CARRY OUT ANY CONTROLS PARAMETER CHANGES. EMS19COMMISSION THE TOWERS AND VFD'S, USING THE OEM'S SEQUENCE OFOPERATION AND THE EOR'S CONTROL SETTINGS.RC18REPLACE THE REFRIGERANT THAT WAS RECLAIMED DURING THESHUTDOWN / DECOMMISSIONING PROCESS.RC17SOFT START THE CONDENSERS - SWITCH ON THE NEW CONDENSERS ANDRUN THE FANS, WATER AND REFRIGERATION VALVES ON FULL.RC16EVACUATE AND PRESSURE TEST THE NEW CONDENSERS AND ANY PIPINGMODIFIED OR DISTURBED DURING THE WORK.RC15INSTALL THE NEW CONDENSERS, VALVES, VFD'S ETC. AS DETAILED IN THECONSTRUCTION PRINTS. (MECHANICAL, ELECTRICAL AND CONTROLS)RC14 RECLAIM REFRIGERANT AS REQUIRED.RC13TAKE WHATEVER STEPS ARE NECESSARY TO PROTECT THE PRODUCTTHAT MAY BE AFFECTED BY THE WORK.RC12NOTIFY THE WMT BUILDING CONTROLS TEAM AND ADVISE THEM WHICHSYSTEMS AND WHICH CASES WILL BE IMPACTED BY THE WORK.RC11NOTIFY THE EMS VENDOR 24 HRS. IN ADVANCE OF THE WORK - TELL THEMWHAT CONDENSERS ARE BEING INSTALLED AND WHAT SYSTEMS WILL BEIMPACTED.RC10CONTACT WMT TECH SERVICES SUPPORT TEAM TO FIND OUT WHO THECURRENT WATER TREATMENT PROVIDER IS FOR THE STORE. NOTIFY THEWATER TREATMENT CONTRACTOR THAT THE EXISTING WATER TREATMENTSYSTEMS NEED TO BE REMOVED. COORDINATE / SUPPORT THE REMOVALOF THE WATER TREATMENT SYSTEMS.RC9 OBTAIN HOT WORK PERMITS AS REQUIRED.GC8 COORDINATE THE INSTALLATION TIME WITH STORE MANAGEMENT. RC7PREFABRICATE AS MUCH OF THE NEW PIPE WORK AND ELECTRICALCONDUIT AS POSSIBLE AND MOUNT ANY NEW DEVICES IN ORDER TOREDUCE THE AMOUNT OF "DOWN TIME" NEEDED TO COMPLETE THEINSTALLATION.RC6 TERMINATE ALL POWER CABLES.RC5INSTALL AND TERMINATE CONTROLS WIRING (24 VOLTS OR LESS) ASDETAILED ON THE PRINTS.RC4FURNISH ALL CONTROLS CABLING AS NECESSARY TO COMPLETE THEWORK. (24 VOLTS OR LESS)EMS3FURNISH AND INSTALL ALL (REFRIGERANT AND DRAIN) PIPING, AND ALLFIELD INSTALLED REFRIGERATION VALVES NECESSARY TO COMPLETE THEWORK.RC2INSTALL ANY ADDITIONAL SUPPORT OR SCREENING STRUCTURES ASREQUIRED TO SUPPORT THE NEW CONDENSERS.GC1FURNISH THE NEW EVAPORATIVE CONDENSERS, ELECTRICAL PANELS,VFD'S, AND SENSORS AS REQUIRED TO COMPLETE THE PROJECT.OEM/WMTREMODEL# SCOPE OF WORKRESPONSIBLEPARTY***NOTE***THIS DOCUMENT IS INTENDED TO DESCRIBE IMPORTANT ELEMENTS OF THIS PROJECT AND TODEFINE THE RESPONSIBLE PARTIES FOR THIS WORK STREAM. IT IS NOT MEANT TO BE ANEXHAUSTIVE SOURCE OF INFORMATION OR A COMPLETE SCOPE OF WORK. IT SHOULD BE READAND USED IN CONJUNCTION WITH ADDITIONAL, DETAILED INFORMATION IN THE WALMARTREALTY ONE BEST WAY STANDARDS LIBRARY, AND IN PUBLICATIONS AVAILABLE FROM THE...EVAPORATIVE CONDENSER REPLACEMENT6CLEAR SITE OF ALL TOOLS, OLD INSULATION, UNUSED INSTALLATIONMATERIALS AND TRASH.RC5CONFIRM WITH STORE MANAGEMENT THAT THE WORK IS COMPLETE ANDALL SYSTEMS IMPACTED BY THE WORK ARE FULLY FUNCTIONAL.RC4WHEN REPLACING MULTI-DECK AND / OR GLASS DOOR CASES, ANDREUSING EXISTING PIPEWORK, THE REFRIGERATION PIPING BEHIND THECASES SHOULD BE RE-INSULATED. THIS APPLIES TO ALL PIPING THAT ISACCESSIBLE WITHOUT DISTURBING EXISTING CASES, INSIDE PITS /TUNNELS OR IN A CHASE THAT IS NOT BEING OTHERWISE DISTURBED.RC3NOTIFY THE WMT BUILDING CONTROLS TEAM AND ADVISE THEM WHICHSYSTEMS AND WHICH CASES WILL BE IMPACTED BY THE WORK.RC2COORDINATE THE INSTALLATION TIME WITH STORE MANAGEMENT. OBTAINHOT WORK PERMITS AS REQUIRED.RC1FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THEWORK.RCREMODEL# SCOPE OF WORKRESPONSIBLEPARTY***NOTE***THIS DOCUMENT IS INTENDED TO DESCRIBE IMPORTANT ELEMENTS OF THIS PROJECT AND TODEFINE THE RESPONSIBLE PARTIES FOR THIS WORK STREAM. IT IS NOT MEANT TO BE ANEXHAUSTIVE SOURCE OF INFORMATION OR A COMPLETE SCOPE OF WORK. IT SHOULD BEREAD AND USED IN CONJUNCTION WITH ADDITIONAL, DETAILED INFORMATION IN THEWALMART REALTY ONE BEST WAY STANDARDS LIBRARY, AND IN PUBLICATIONS AVAILABLE...REFRIGERATION PIPE RE-INSULATIONMC 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-CONTRACTORSABBREVIATIONDESCRIPTIONABBREVIATION LEGEND34 CLEAR SITE OF ALL TOOLS, UNUSED INSTALLATION MATERIALS AND TRASH.WMTTECHNICIANRCWMTTECHNICIANRC33SUBMIT REQUIRED VERISAE AND OTHER REGULATORY FORMS AS REQUIRED BYTHE END OF COMMISSIONING WEEK. COMPLETED VERISAE FORMS ARE TO BEEMAILED TOMCEQUIP@WAL-MART.COM.WMTTECHNICIANRCWMTTECHNICIANRC32CONFIRM WITH STORE MANAGEMENT THAT THE WORK IS COMPLETE, THE WALK-INBOX IS DOWN TO OPERATING TEMPERATURE AND IS FULLY FUNCTIONAL.WMTTECHNICIANRCWMTTECHNICIANRC31NOTIFY WMT BUILDING CONTROLS THAT THE WALK-IN BOX IS RUNNING ANDONLINE.WMTTECHNICIANRCWMTTECHNICIANRC30IN THE EVENT OF ANY QUESTIONS OR CONCERNS REGARDING CORRECTINSTALLATION, SET UP OR PROGRAMMING OF THE PANEL, CONTACT THE KE2THERM 24 HOUR TECH SUPPORT LINE. (636) 266-0140WMTTECHNICIANRCWMTTECHNICIANRC29IF THE WALK-IN BOX HAS A REFRIGERANT LEAK DETECTION SYSTEM, CONNECT THESIGNAL FROM THE LEAK DETECTION SYSTEM TO THE APPROPRIATE TERMINALSWITHIN THE KE2 THERM PANEL. A PARALLEL CIRCUIT FROM THE LEAK DETECTIONSYSTEM'S DIGITAL OUTPUT CAN BE USED TO POWER A SEPARATE RELAY TOPROVIDE THE NECESSARY SIGNAL TO THE KE2 PANEL(S).WMTTECHNICIANRCWMTTECHNICIANRC28 FURNISH CONTROLS SUPPORT TO THE INSTALLING CONTRACTOR. EMS EMS EMS EMS27THE KE2 THERM EVAPORATOR CONTROL PANEL EXECUTES ALL TEMPERATURECONTROL AND DEFROST FUNCTIONS. THEREFORE, IT IS ESSENTIAL THAT ALL OFTHE TEMPERATURE CONTROL AND DEFROST FUNCTIONS FOR THE WALK-INEVAPORATOR ARE REMOVED FROM THE EXISTING EMS CONTROLS SYSTEM. APARTFROM A DEFROST SIGNAL CABLE THAT MUST BE INSTALLED FROM THE KE2 TO THEEMS SYSTEM, ONLY MONITORING AND ALARM FUNCTIONS FOR THE WALK-IN ARE TOREMAIN IN THE EMS SYSTEM. WMTTECHNICIANRCWMTTECHNICIANRC26CARRY OUT THE EMS CONTROLS PARAMETER CHANGES AND PERFORM A REMOTECHECKOUT.EMS EMS EMS EMS25PROGRAM THE CONTROLLER IN ACCORDANCE WITH GUIDANCE GIVEN IN THE KE2THERM INSTALLATION MATERIALS.WMTTECHNICIANRCWMTTECHNICIANRC24IF THE EVAPORATOR HAS AN ELECTRONIC EXPANSION VALVE (EEV) CONNECT THEVALVE TO THE CORRECT TERMINALS WITHIN THE KE2 THERM EVAPORATORCONTROLLER.N/A N/AWMTTECHNICIANRC23IF INSTALLING MORE THAN ONE KE2 THERM PANEL IN A SINGLE FACILITY, FOLLOWTHE MANUFACTURER'S INSTRUCTIONS TO "BOND" THE PANELS TOGETHER. THISBONDING PROCESS PREVENTS EVAPORATORS FROM DIFFERENT WALK-INS FROMDEFROSTING CONCURRENTLY, WHICH MAY OVERLOAD THE ELECTRIC DEFROSTPOWER CIRCUIT.WMTTECHNICIANRCWMTTECHNICIANRC22IF INSTALLING MORE THAN ONE KE2 THERM PANEL IN A SINGLE FACILITY, FOLLOWTHE MANUFACTURER'S INSTRUCTIONS TO INSTALL A GATEWAY ROUTER. (CAT 5 ORCAT 6 CABLE TO BE SUPPLIED BY INSTALLER.)WMTTECHNICIANRCWMTTECHNICIANRC21INSTALL A SUCTION LINE TRANSDUCER AND WIRE THE SIGNAL, GROUND AND +5VWIRES TO THE TERMINALS INSIDE THE KE2 THERM PANEL. INSTALL A SUCTION LINETEMPERATURE SENSOR AND CONNECT THE WIRES TO THE T1 SUCTION (AUX)TERMINALS INSIDE THE KE2 THERM PANEL.N/A N/AWMTTECHNICIANRC20REMOVE THE CIRCUIT LLSV FROM THE LIQUID MANIFOLD AT THE RACKAND PROVIDE A NEW LLSV TO BE INSTALLED IN THE EVAPORATOR LIQUID LINEPIPEWORK LOCATED ABOVE THE WALK-IN BOX. REMOVE THE MECHANICALSUCTION STOP VALVE FROM THE RACK, AND PROVIDE A NEW EEPR TO TO BEINSTALLED IN THE EVAPORATOR SUCTION LINE PIPEWORK LOCATED ABOVE THEWALK-IN.N/A N/AWMTTECHNICIANRC19CONVERT THE EXISTING, MECHANICAL EVAPORATOR PRESSURE REGULATOR (EPR)TO AN ELECTRIC EVAPORATOR PRESSURE REGULATOR (EEPR) BY MEANS OF ACONVERSION KIT SUPPLIED BY THE VALVE MANUFACTURER. CONNECT THE EEPRTO THE KE2 EVAPORATOR CONTROL PANEL.WMTTECHNICIANRC N/A N/A18IF THE CIRCUIT HAS ONLY 1 EVAPORATOR COIL, MOUNT THE 2ND DEFROSTTERMINATION SENSOR ON THE OPPOSITE END OF THE COIL. IF THEREFRIGERATION CIRCUIT HAS 2 COILS, MOUNT THE 2ND DEFROST TERMINATIONSENSOR ON 2ND COIL. WIRE THIS SENSOR TO THE T4 AUXILIARY TERMINALS.(NOTE: IF THE KE2 SUPPLIED DOOR SWITCH IS TO BE USED, FOLLOW THEMANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.)WMTTECHNICIANRCWMTTECHNICIANRC17MOUNT THE DEFROST TERMINATION SENSOR ON THE FAN SIDE OF THEEVAPORATOR COIL. (RECOMMENDED LOCATION IS NEAR THE BOTTOM ON THE SIDEOF THE COIL NEAR THE SUCTION HEADER.) WIRE THIS SENSOR TO THE T3 COILTERMINALS.WMTTECHNICIANRCWMTTECHNICIANRC16MOUNT THE KE2 THERM ROOM TEMPERATURE SENSOR ADJACENT TO THE EXISTINGEMS RETURN AIR SENSOR (TYPICALLY 6” BEHIND CENTER OF EVAPORATOR COIL INTHE RETURN AIR STREAM). WIRE THE KE2 THERM SENSOR TO THE T2 AIRTEMPERATURE TERMINALS. *** NOTE***THE EXISTING EMS TEMPERATURE CONTROL SENSOR REMAINS LOCATED IN PLACEAND CONNECTED TO THE EXISTING EMS SYSTEM.WMTTECHNICIANRCWMTTECHNICIANRC15CARRY OUT THE ELECTRICAL INSTALLATION IN LINE WITH THE MANUFACTURER'SINSTRUCTIONS AND INFORMATION INCLUDED ON THE BLUE PRINTS (IFAPPLICABLE).N/A N/AWMTTECHNICIANRC14 USE THE EXISTING DEFROST CIRCUIT TO POWER THE KE2 THERM PANEL. N/A N/AWMTTECHNICIANRC13INSTALL A NEW, MULTI-CORE CABLE FROM THE RACK HOUSE TO THE WALK-IN BOXTO TERMINATE THE NEW RETURN AIR SENSOR, TWO DEFROST TERMINATIONSENSORS AND THE DOOR SWITCH. NOTE THAT ALL KE2 SUPPLIED CONTROL WIRINGIS COLOR CODED.WMTTECHNICIANRC N/A N/A12REMOVE THE (CONTROL) WIRING FOR THE EVAPORATOR CONTROL HEATERS,EVAPORATOR FANS AND THE LLSV FROM THE EXISTING CONTROL MODULE. USINGTHE WIRING HARNESS FURNISHED WITH THE KE2 INSTALLATION KIT, SPLICE INTOTHESE CIRCUITS AND CONNECT THEM TO THE CORRECT TERMINALS IN THE KE2PANEL. LEAVE THE EXISTING FAN AND DEFROST CONTACTORS IN PLACE. (NOTE:POWER TO THE KE2 THERM PANEL IS VIA THE EXISTING CIRCUIT CONTROLCIRCUIT.)WMTTECHNICIANRC N/A N/A11MOUNT THE STANDARD KE2 EVAPORATOR CONTROL PANEL ON THE EXTERNALWALL OF THE FREEZER TO WHICH THE CONTROLLER IS CONNECTED. INSTALL THEPANEL ON THE DOOR WALL OF THE BOX, IN AN ACCESSIBLE POSITION THAT IS OUTOF THE WAY OF TRAFFIC WHICH MAY DAMAGE THE PANEL. NOTE THAT PANELSMUST BE INSTALLED WITH NEC REQUIRED CLEARANCES.N/A N/AWMTTECHNICIANRC10MOUNT THE BASIC KE2 EVAPORATOR CONTROL PANEL ON A WALL INSIDE THERACK HOUSE. NOTE THAT PANELS MUST BE INSTALLED WITH NEC REQUIREDCLEARANCES.WMTTECHNICIANRC N/A N/A9NOTIFY THE WMT BUILDING CONTROLS TEAM AND ADVISE THEM WHICH SYSTEMAND WHICH WALK-IN BOX WILL BE IMPACTED BY THE WORK.WMTTECHNICIANRCWMTTECHNICIANRC8IF THE NEW KE2 PANEL IS BEING RETROFITTED TO AN EXISTING WALK-IN BOX,ENSURE THAT THE WALK-IN BOX DOOR IS KEPT CLOSED AS MUCH AS POSSIBLEDURING THE TIME IN WHICH THE CONVERSION WORK IS BEING CARRIED OUT.WMTTECHNICIANRCWMTTECHNICIANRC7COORDINATE THE INSTALLATION TIME WITH STORE MANAGEMENT. PREFABRICATEAS MUCH OF THE ELECTRICAL CONDUIT AS POSSIBLE, ROUTE POWER ANDCONTROLS CABLES AND MOUNT ANY NEW DEVICES PRIOR TO FINAL CONNECTIONSBEING MADE IN ORDER TO REDUCE THE AMOUNT OF "DOWN TIME" NEEDED TOCOMPLETE THE INSTALLATION.WMTTECHNICIANGCWMTTECHNICIANRC6 TERMINATE POWER CABLES TO THE KE2 PANEL(S).WMTTECHNICIANRCWMTTECHNICIANRC5 FURNISH AND INSTALL ALL ELECTRICAL POWER CABLING FROM POWER SOURCE.WMTTECHNICIANGCWMTTECHNICIANGC4INSTALL AND TERMINATE CONTROLS WIRING (24 VOLTS OR LESS) AS DETAILED ONTHE PRINTS.WMTTECHNICIANRCWMTTECHNICIANRC3FURNISH ALL CONTROLS CABLING AS NECESSARY TO COMPLETE THE WORK. (24VOLTS OR LESS)WMTTECHNICIANEMSWMTTECHNICIANEMS2FURNISH AND INSTALL ALL REFRIGERANT PIPING, AND ALL FIELD INSTALLEDREFRIGERATION VALVES NECESSARY TO COMPLETE THE WORK.WMTTECHNICIANRCWMTTECHNICIANRC1FURNISH THE NEW KE2 THERM EVAPORATOR CONTROL PANELS, SENSORS ANDOTHER DEVICES AS REQUIRED TO COMPLETE THE PROJECT.WMT WMT WMT WMTSELFPERFORMREMODELSELFPERFORMREMODELBASIC PANEL STANDARD PANEL#SCOPE OF WORKRESPONSIBLE PARTY***NOTE***THIS DOCUMENT IS INTENDED TO DESCRIBE IMPORTANT ELEMENTS OF THIS PROJECT AND TO DEFINE THE RESPONSIBLE PARTIES FOR THISWORK STREAM. IT IS NOT MEANT TO BE AN EXHAUSTIVE SOURCE OF INFORMATION OR A COMPLETE SCOPE OF WORK. IT SHOULD BE READ ANDUSED IN CONJUNCTION WITH ADDITIONAL, DETAILED INFORMATION IN THE WALMART REALTY ONE BEST WAY STANDARDS LIBRARY, AND INPUBLICATIONS AVAILABLE FROM THE MANUFACTURER.KE2 THERM EVAPORATOR CONTROL PANEL INSTALLATION58LOOSEN AND RE-TIGHTEN OR REMOVE AND RE-INSTALL UTILITES (CONDENSATE PIPING, CONDUITS, J-BOX, FIRESUPPRESTION, ETC.) AS REQUIRED IN ORDER TO ALLOW FOR THE WORK TO BE CARRIED OUTGC GC57 CLEAR SITE OF ALL TOOLS, UNUSED INSTALLATION MATERIALS AND TRASH.RC/PS RC/PS56SUBMIT REQUIRED VERISAE AND OTHER REGULATORY FORMS AS REQUIRED BY THE END OF COMMISSIONING WEEK.COMPLETED VERISAE FORMS ARE TO BE EMAILED TOMCEQUIP@WAL-MART.COM.RC RC55AFTER ALL CHANGES HAVE BEEN MADE TO A RACK, REMOVE ANY COMPRESSOR SUCTION FILTERS / SOCKS ANDREPLACE THE RACK LIQUID LINE FILTERS. LEAVE THE OLD FILTERS / DRIERS IN THE RACK HOUSE TO BE INSPECTEDBY THE MCM.RC RC54 SHUT DOWN AND ARRANGE FOR THE REMOVAL OF ANY TEMPORARY, REFRIGERATED STORAGE. WMT WMT53REMOVE THE OLD LEGENDS AND INSTALL REPLACEMENT LEGENDS AS SUPPLIED BY THE EOR / OEM. PROVIDE NEW,TYPEWRITTEN SCHEDULES FOR ANY AFFECTED ELECTRICAL PANELS.RC RC52HAUL OFF ALL OF THE OLD WALK-IN PANELS FROM SITE (IF APPLICABLE).NOTE: QUICK REFRIGERATION TO HAUL OFF ALL WALK-IN BOX PANELS FROM TEXAS PROJECTS.GC/PS GC/PS51 RESTOCK PRODUCT BACK INTO THE WALK-IN BOX.WMT WMT50HANDOVER THE COMPLETED WALK-IN BOX TO THE STORE. (WALK-IN BOX MUST BE CLEAN, AT OPERATIONALTEMPERATURE AND FULLY FUNCTIONAL)GC GC49CARRY OUT A THOROUGH LEAK TEST ON ALL WELDED AND MECHANICAL JOINTS INSTALLED OR DISTURBED DURINGTHE PROJECT.RC RC48 INSTALL CIRCUIT LABELS TO THE NEW WALK-IN BOX, CONTROLLERS AND EVAPORATORS AS REQUIRED. RC RC47 ANCHOR RACKING AS INDICATED ON THE PLANS.GC GC46 INSTALL NEW SHELVING / RACKING AS INDICATED ON THE PLANS. RE-INSTALL RACKING AS NECESSARY. WMT WMT45 REINSTALL / RECOMMISSION THE APX REPEATER DEVICE.WMT WMT44 NOTIFY WMT BUILDING CONTROLS THAT THE WALK-IN BOX IS RUNNING AND ONLINE.RC RC43 FURNISH CONTROLS SUPPORT TO THE INSTALLING CONTRACTOR.N/A N/A42 CARRY OUT ANY CONTROLS PARAMETER CHANGES AND PERFORM REMOTE CHECKOUT.N/A N/A41 CARRY OUT ANY CONTROLS PARAMETER CHANGES.N/A N/A40COMMISSION THE NEW EVAPORATORS, VALVES AND CONTROLS AS REQUIRED. CHECK AND ADJUST MECHANICAL TXVSUPERHEATS TO OEM RECOMMENDATIONS AND EPR SETTINGS PER NEW LEGEND.N/A N/A39 SWITCH ON THE REFRIGERATION, LIGHTING AND OTHER SYSTEMS WITHIN THE WALK-IN.RC RC38INSTALL / MODIFY ALL UTILITIES FOR FINAL BOX CONFIGURATION. (CONDENSATE PIPING, CONDUITS, J-BOX, LIGHTING,FIRE SUPPRESSION ETC.) INSTALL CONDUIT FOR APX CABLING. SEAL ALL PENETRATIONS PER SPECIFICATION.GC GC37 INSTALL AND COMMISSION REFRIGERANT LEAK DETECTION SYSTEM AS NOTED ON THE PROJECT PRINTS. N/A N/A36 EVACUATE AND PRESSURE TEST THE NEW EVAPORATORS AND ANY PIPING MODIFIED DURING THE WORK. N/A N/A35INSTALL THE NEW EVAPORATORS (MECHANICAL, ELECTRICAL, PLUMBING AND CONTROLS) AND CONTROL PANELS ASDETAILED ON THE PRINTS.N/A N/A34INSTALL NEW PROTECTION DEVICES AS INDICATED ON THE PRINTS. REINSTALL ANY EXISTING PROTECTION DEVICESOR STRUCTURES AS REQUIRED. ENSURE THAT ANY UNDISTURBED PROTECTION DEVICES ARE FIXED SECURELY.GC GC33REATTACH ANY ITEMS PREVIOUSLY MOUNTED TO THE EXTERIOR OF THE WALK-IN BOX THAT WERE TEMPORARILYSUPPORTED DURING THE WALK-IN BOX REPLACEMENT. (FOR EXAMPLE PANEL BOARDS, EMS BACKBOARDS ETC.)N/A N/A32RETRIEVE ANY FALL PROTECTION NETTING FROM THE ROOF MEMBERS, AND REATTACH IT TO THE TOP OF THEWALK-IN BOX AS DESCRIBED ON THE PRINTS.N/A N/A31 INSTALL NEW WALK-IN BOX. HANG THE NEW DOOR AND ENSURE THAT ALL HARDWARE FUNCTIONS CORRECTLY. N/A N/A30 REPLACE THE WOODEN THERMAL BREAKS AS NECESSARY.N/A N/A29PROVIDE SUPPORT FOR ANY ITEMS THAT MAY BE MOUNTED TO THE EXTERIOR OF THE WALK-IN BOX THAT WILLREMAIN IN SERVICE DURING THE BOX REPLACEMENT. (FOR EXAMPLE PANEL BOARDS, EMS BACKBOARDS ETC.)N/A N/A28DISCONNECT ANY FALL PROTECTION NETTING FROM THE TOP OF THE WALK-IN BOX. LEAVING IT ATTACHED TO THEROOF MEMBERS, STOW IT OUT OF THE WAY FOR FUTURE RE-USE. DEMOLISH AND REMOVE THE EXISTING WALK-IN BOX AS NOTED ON THE PROJECT PRINTS. N/A N/A27CLEAN WALLS AND REPAIR ANY FAULTY PANELS IN PREPARATION FOR RELINING THE BOX THAT IS BEING REPAIRED.RE-LINE THE WALK-IN BOX AND BATTEN / SEAL THE CEILING JOINTS WITHIN THE BOX AFFECTED.N/A PS26CLEAN WALLS AND REPAIR ANY FAULTY PANELS IN PREPARATION FOR BATTEN / SEALING OF THE WALL JOINTS WITHINTHE BOX THAT IS BEING REPAIRED. CARRY OUT THE BATTEN AND SEAL PROCESS.PS N/A25 FILL ANY GAPS IN THE PANEL JOINTS WITH SEALANT OR EXPANDABLE FOAM PRIOR TO TAPING THE JOINT. PS PS24 REMOVE THE REFRIGERATION EVAPORATOR(S) FROM THE AFFECTED WALK-IN BOX AS NEEDED. N/A GC23REMOVE THE APX REPEATER FROM THE WALK-IN BOX THAT IS BEING IMPACTED. STORE THE DEVICE FOR REUSEFOLLOWING COMPLETION OF THE WALK-IN WORK.GC GC22REMOVE ALL UTILITIES (CONDENSATE PIPING, CONDUITS, J-BOX, LIGHTING, FIRE SUPPRESSION ETC.) IN ORDER TOALLOW FOR THE WORK TO BE CARRIED OUT.N/A GC21 REMOVE ANY PROTECTION DEVICES / STRUCTURES THAT WILL IMPEDE THE COMPLETION OF THE WORK. GC GC20 REMOVE ALL OF THE RACKING FROM INSIDE THE WALK-IN BOX THAT IS BEING IMPACTED.WMT WMT19SHUT DOWN THE WALK-IN BOX THAT IS BEING IMPACTED.NOTE: ALLOW LOW TEMP ROOMS TO "DEFROST" FOR A PERIOD OF 72 HOURS TO ENSURE ALL ICE HAS MELTED FROMTHE PANELS. ICE MELT NEEDS TO BE KEPT CLEARED THROUGHOUT THIS TIME TO ENSURE THAT WATER IS NOTREABSORBED BY THE PANELS.RC RC18 REMOVE ALL OF REFRIGERATED PRODUCTS FROM THE WALK-IN BOX THAT IS BEING IMPACTED. WMT WMT17NOTIFY THE WMT BUILDING CONTROLS TEAM AND ADVISE THEM WHICH SYSTEM AND WHICH WALK-IN BOX WILL BEIMPACTED BY THE WORK.RC RC16NOTIFY THE EMS VENDOR 24 HRS. IN ADVANCE OF THE WORK - TELL THEM WHICH WALK-IN BOXES ARE BEINGIMPACTED.RC RC15 FURNISH TEMPORARY REFRIGERATED STORAGE AS NECESSARY.WMT WMT14 OBTAIN HOT WORK PERMITS AS REQUIRED.GC GC13 COORDINATE THE INSTALLATION TIME WITH STORE MANAGEMENT.GC GC12PREFABRICATE AS MUCH OF THE NEW PIPE WORK AND ELECTRICAL CONDUIT AS POSSIBLE AND MOUNT ANY NEWDEVICES IN ORDER TO REDUCE THE AMOUNT OF "DOWN TIME" NEEDED TO COMPLETE THE INSTALLATION.RC RC11 TERMINATE POWER CABLES TO THE EVAPORATOR CONTROL PANEL.RC RC10FURNISH AND INSTALL ALL ELECTRICAL POWER CABLING FROM POWER SOURCE TO THE EVAPORATOR CONTROLPANEL IF NECESSARY.GC GC9 INSTALL AND TERMINATE CONTROLS WIRING (24 VOLTS OR LESS) AS DETAILED ON THE PRINTS. RC RC8 FURNISH ALL CONTROLS CABLING AS NECESSARY TO COMPLETE THE WORK. (24 VOLTS OR LESS) EMS EMS7 FIELD-INSTALL ALL REFRIGERATION VALVES.RC RC6 FURNISH ALL ISOLATION VALVES.RC RC5 FURNISH ALL FIELD-INSTALLED REFRIGERATION VALVES.OEM/WMT OEM/WMT4 FURNISH AND INSTALL ALL (REFRIGERANT AND DRAIN) PIPING.RC RC3 DEPENDING ON THE SCOPE OF WORK, FURNISH NEW EVAPORATOR CONTROL PANELSEMS/WMT EMS/WMT2 DEPENDING ON THE SCOPE OF WORK, FURNISH NEW EVAPORATORS AS REQUIRED.OEM/WMT OEM/WMT1 DEPENDING ON THE SCOPE OF WORK, FURNISH BATTEN AND SEAL, RELINE OR WALK-IN PANELS MATERIALS. PS/WMT PS/WMTREMODEL REMODELBATTEN ANDSEALRELINE#SCOPE OF WORKRESPONSIBLE PARTY***NOTE***THIS DOCUMENT IS INTENDED TO DESCRIBE IMPORTANT ELEMENTS OF THIS PROJECT AND TO DEFINE THE RESPONSIBLE PARTIES FOR THIS WORK STREAM. ITIS NOT MEANT TO BE AN EXHAUSTIVE SOURCE OF INFORMATION OR A COMPLETE SCOPE OF WORK. IT SHOULD BE READ AND USED IN CONJUNCTION WITHADDITIONAL, DETAILED INFORMATION IN THE WALMART REALTY ONE BEST WAY STANDARDS LIBRARY, AND IN PUBLICATIONS AVAILABLE FROM THEMANUFACTURER.WALK-IN BOX PROJECTS
SHEET NOTES1. THE QUANTITIES (COUNT) OF ITEMS PURCHASED BY REALTY EXECUTION SERVICES AS SCHEDULED ON THIS "OWNER SUPPLIED ITEMS" SHEET 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.architecture2809 Ajax Avenue Suite 100Rogers Arkansas 72758Phone: 479.636.3545Fax: 479.636.1209+engineeringArchitect of RecordWilliam Douglas HurleyWashington License No. 8855Unified Business ID No. 602 491 668STIPULATION FOR REUSETHIS 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.DRAWN BY:CHECKED BY:DOCUMENT DATE:PROTO:PROTO 176PROTO CYCLE:DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTIONSHEET:ISSUE BLOCKC:\Users\stephanielunsford\Documents\03705_Yelm_WA_176_L_ARCH_V20_stephanie.lunsford.rvtYELM, WASHINGTON05/28/2021YELM, WASHINGTONSTORE NO.3705-235JOB NUMBER: 2021-0111SLKD17604/30/202105/28/2021OWNERSUPPLIEDITEMSOS1EQUIPMENT VENDOR LISTVENDOR VENDOR SAP #ACUITY BRANDS LIGHTING INC 1000041247CREE INC1000142734HAINES JONES & CADBURY LLC HJC 1000121534KPS GLOBAL LLC 1000713318LSI INDUSTRIES INC 1000077474NATIONAL CART CO INC 1000041654PCX HOLDINGS LLC 1000100620REXEL INC 1000046047STANLEY ACCESS TECHNOLOGIES, LLC 1000152469WIN-HOLT EQUIPMENT GROUP 1000147306OWNER SUPPLIED ITEMSWDS # Family TYPEMODELACUITY BRANDS LIGHTING INCEL0015 26_Lighting_Exit_Ceiling_Acuity_LQM Type15 RED: LQM S W 1 R 120/277 EL N SD90 M6GREEN: LQM S W 1 G 120/277 EL N SD90 M6EL0016 26_Lighting_Exit_Wall_Acuity_LQM Type16 RED: LQM S W 1 R 120/277 EL N SD90 M6GREEN: LQM S W 1 G 120/277 EL N SD90 M6EL0028 26_Lighting_Exterior_Exit_Wall_Acuity_LV Type28 LV S W 1 R 120/277 EL N 4X SDEL0066 26_Lighting_Recessed_Downlight_Acuity_LDN6 Type66 LDN6 35/15 LW6AR LD MVOLT EZ1EL042D 26_Lighting_Sealed_Strip_Acuity_VAP Type42D VAP 4000LM PCL MD MVOLT GZ10 40K 80CRI HS STSL NAWTEL0001 26_Lighting_Surface_Strip_Acuity_CLX Type1CLX L96 10000LM HEF RDL MVOLT EOHN 40K 80CRI PLR1G AE1CD WHCREE INCEL0010 26_Lighting_Volumetric_Troffer_Cree_ZR Type10 ZR24M-40L-40K-10V-FDHAINES JONES & CADBURY LLC HJCGR1000 GROCERY - Edge Protection (2) GROCERY - Edge Protection (2) [209-045-06][70-WS-EncNet5][W42]KPS GLOBAL LLCR0620.001 DOOR - WalkIn Door Swing42x90VARIESR0700.000 DOOR - WalkIn HCR (1)42x90PCAVR5001.000 GROCERY - WalkIn Placeholder R5003.000LSI INDUSTRIES INCEL0050 26_Lighting_Sealed_Strip_LSI_EG3 Type50 W/M EG3 4 LED 6L DA S UNV DIM 40 980 SLNATIONAL CART CO INCPU1075 PICKUP - DollyDefault STEEL-PC WMPU1156 PICKUP - Pick CartShelf Front Not N/APCX HOLDINGS LLCES0001 26_Electrical_ Switchboard_480V Adjustable VARIESREXEL INCEL0027 26_Lighting_Emergency_Battery_Rexel_EVHC Type27 EVHC6IDP-0-WM W/ EVODWEL0018 26_Lighting_Emergency_Ceiling_Rexel_EVHC Type18 EVHC6IDP-WMEL0017 26_Lighting_Emergency_Wall_Rexel_EV Type17 EVHC6IDP-WMEL0008 26_Lighting_Flat_Panel_Rexel Type8PT14030WEL0065 26_Lighting_Vanity_Rexel_LLMS Type65 LLMS-2-L17/835-S-SQ-UNVSTANLEY ACCESS TECHNOLOGIES, LLCPU1142 PICKUP - Surface Mounted Slider Door (1) C1 - Surface Mounted_Single_86" DURA-GLIDE 2000 SINGLE SLIDEWIN-HOLT EQUIPMENT GROUPSS064 GROCERY - SS Table 6FTSS064 6SLS30NOSHFB011 GROCERY - SS Table 8FTB0118SLC-30THE QUANTITIES (COUNT) OF ITEMS LISTED IN THIS SCHEDULE 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.
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CANOPY FOUNDATION DESIGN IS PRELIMINARY ONLY. FINAL
DESIGN WILL BE BASED ON LOADING PROVIDED BY THE CANOPY
MANUFACTURER. FOUNDATION SHALL NOT BE PLACED UNTIL
CANOPY DESIGN SUBMITTAL IS APPROVED BY ENGINEER OF
RECORD AND ANY REQUIRED REVISIONS TO THE FOUNDATION
DESIGN HAVE BEEN MADE.
CANOPY COLUMN SUPPLIED BY CANOPY MFR
WATERPROOF BASE PL, ANCHOR BOLTS, AND -
COLUMN WITH ASPHALTIC MASTIC BELOW FF EL
EXISTING PAVEMENT, TYP
PROVIDE 2 1/2" NON -SHRINK
GROUT BELOW COLUMN
BASE PLATE AFTER ERECTION
CAST -IN-PLACE ANCHORS,
SUPPLIED BY CANOPY MFR
(COORDINATE LOCATION
WITH CANOPY MFR)
(4) #5 AT 12" OC EW
T&B
CL OF COLUMN
AND FTG
I
tI
I
I
I
I
4'- 0" (x4'-0")
CANOPY FOUNDATION DETAIL
% NTS
EXISTING MTL DECK
EXISTING
JOIST, TYP
ATTACH UNISTRUT
TO JOIST WITH 1/2"
DIA A325N BOLT
THRU GAP IN JOIST
CHORD, TYP
AHU; ATTACH TO UNISTRUT
PER MANUFACTURER'S
RECOMMENDATIONS
(1) CABLE AT EA THREADED
ROD; EXTEND EA CABLE IN
OPPOSITE DIRECTIONS AT
45 DEGREES. ATTACH TO
EXISTING JOIST WITH MASON
JAH JOIST HARDWARE
DOUBLE NUT, TYP -
P1000 UNISTRUT AT EA END OF
UNIT; INSTALL PERPENDICULAR
BETWEEN JOIST BOT CHORDS
500 LBS
(MAX)
UNIT PARALLEL TO JOIST
TRANSFORMER SUPPORT FRAMING - SEISMIC
BASE PLATE SUPPLIED BY CANOPY MFR
PROVIDE COMPACTED FILL OR CONCRETE
ABOVE TOP OF FOOTING
IN AREA WHERE ASPHALT HAS BEEN REMOVED
REPLACE WITH 4" MINIMUM CONCRETE AT
GRADE (MATCH EXISTING THICKNESS)
1/2" DIAx2'-0" SMOOTH DOWELS AT 24" OC
EXTEND 5" INTO EXISTING PAVING AND GREASE
ONE END (NOT REQUIRED AT ASPHALT)
#5 AT 12" OC EW WITH STANDARD
ACI HOOK EACH END
COL BRG EL
J
U
(V
CV
REF GEN NOTE 2.2
MIN BRG EL
3" CLR U
`n
NOTE(S):
1. REF PLAN FOR ORIENTATION OF JOISTS.
2. REF SPECS FOR UNISTRUT FINISH.
MASON JAH JOIST
ATTACHMENT
HARDWARE
MASON SCBH SEISMIC
CABLE BRACE HOOK
(4 REQD)
CABLE AT JOIST TOP CHORD, TYP
PROVIDE DOUBLE NUT ABOVE
UNISTRUT AND A SINGLE NUT
BELOW; REF MECH FOR
VIBRATION ISOLATORS
1/2" DIA A36 THREADED
ROD, TYP
MASON AIRCRAFT CABLE
MASON SCBH SEISMIC CABLE
BRACE HOOK (4 REQD)
P1000 UNISTRUT FOR
LENGTH OF UNIT + 6" MAX
BEYOND UNIT EA END, TYP
3/4" = 1'-0"
2'-3
w
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X
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6.2-4S
ROOF FRAMING PLAN
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- REF 9-S1 FOR FOUNDATION
i
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I I
I I
I
I
I I
II 1
I
1
FOUNDATION PLAN
NOTE:
REF ARCH/MECH FOR
EXACT LOCATIONS OF
ROOF PENETRATIONS.
STRUCTURAL
ROOF CURB -
FIELD
VERIFY
_ CL OF _
i EXISTING JOIST
i ------ i
oB ----------
w_ w_ 0 i I
'' > " >
I I
CL OF L5x3x1/4 (LLH), TYP
` EXISTING JOIST
♦ 3/16
3/16
PLAN VIEW
OPENING IN ROOF L
1:6
DESIGN LOADS
1. BUILDING CODE
2. GRAVITY LOADS
A. ROOF LIVE LOADS
B. GROUND SNOW LOAD (Pg)
3. LATERAL LOADS
A. WIND LOADS
1. BASIC WIND SPEED (3 -SECOND GUST)
- BASIC DESIGN WIND SPEED (SERVICE)
- ASD WIND SPEED
2. WIND EXPOSURE CATEGORY
3. RISK CATEGORY
B. SEISMIC LOADS (SERVICE)
1. 5% DAMPED MAPPED ACCELERATION PARAMETER (Ss)
2. 1 -SEC PERIOD MAPPED ACCELERATION PARAMETER (S1)
3. 5% DAMPED SPECTRAL RESPONSE COEFF (Sds)
4. 1 -SEC PERIOD SPECTRAL RESPONSE COEFF (Sd1)
5. SITE CLASS
6. RISK CATEGORY
7. IMPORTANCE FACTOR (le)
8. SEISMIC DESIGN CATEGORY
APPLYING TO TOP OF SLAB)
F-
2018 IBC WITH WASHINGTON
BAR
SIZE
w
AMENDMENTS
GENERAL
U)
1.
FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR IMPLIED BY THESE DRAWINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO
NOTE:
TOP
0-1
w
O
2.
EXISTING CONDITIONS SHOWN MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. BIDDERS SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BID. WITHIN
0
0
GC SHALL PLACE 6" PLACCARD
ONE WEEK FROM THE START OF CONSTRUCTION DATE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING MATERIAL, MEASUREMENTS, AND ELEVATIONS AND SHALL
00
N
OTHER
NOTIFY THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND THE OWNER'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR FORESEEN PROBLEMS. GENERAL
75
AT EACH END AND CENTER OF
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL FIELD MEASUREMENTS, EXISTING CONDITIONS, AND KNOWN COMPLICATIONS WITH THE MATERIAL SUPPLIERS.
16
CD
GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE DEMOLITION AND NEW CONSTRUCTION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.
NEW TRANSFORMER
c~n
JOIST BOTTOM CHORD STATING,
16
16
z
109 MPH
BELOW DECK (800 LBS
O
"MERCHANDISE SHALL NOT BEM
6.
GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT AND MAINTAINING STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF
C
19
AX), REF 7-S1 FOR
O
HUNG FOR THIS JOIST".
BEFORE OR CONCURRENT WITH ANY EXCAVATIONS ADJACENT TO THE EXISTING BUILDING FOUNDATION OR SLAB, GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING
O
28
TEMPORARY SUPPORT FOR THE BASE AND SUBGRADE OF THE EXISTING SLAB AND FOUNDATIONS TO PREVENT UNDERMINING.
SUPPORT FRAMING
z
GENERAL CONTRACTOR SHALL PROVIDE FIRE PROTECTION FOR THE EXISTING STRUCTURE AND BUILDING CONTENTS DURING WELDING OR ANY OTHER CONSTRUCTION
46.5%
z
w
1.0308
9.
77777
\
�
PLUMBING WORK.
C
CONCRETE
AND REINFORCING STEEL
II
1.
MINIMUM COMPRESSIVE STRENGTH (fc) AT THE END OF 28 DAYS SHALL BE AS FOLLOWS:
�
x
REF STRUCTURAL STEEL
U)
49
B. EXTERIOR CAST -IN-PLACE CONCRETE SLABS REF SPECS SPECIFICATION SECTION 03310
45
35
C. STRUCTURAL CAST -IN-PLACE CONCRETE FOOTINGS 3000 PSI SPECIFICATION SECTION 03310
33
w
NOTE 4 FOR PIPING
w
29
45
8
56
43
52
40
PENETRATION FRAMING,
37
46
35
ETR
34
52
�I J
EXACT SIZE AND LOCATION
10'-7" WILL NEED TO BE FIELD
V-2"
±
COORDINATED
r -
NEW RCU-3 (1600 LBS
I
MAX), REF 4-S1 FOR
SUPPORT FRAMING
NEW RCU-4 (650 LBS
MAX), REF 4-S1 FOR
SUPPORT FRAMING
Lu
I
Y
of
N
C7
z
O
X
CD
w
z
X
Lu
I
I
51'-4"
-
-- - - -
37'-8"
I
-
r
ROOF FRAMING PLAN
U)
w
U
Q
w
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w
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I I °
I
- REF 9-S1 FOR FOUNDATION
i
I I
I I
I I
I
I
I I
II 1
I
1
FOUNDATION PLAN
NOTE:
REF ARCH/MECH FOR
EXACT LOCATIONS OF
ROOF PENETRATIONS.
STRUCTURAL
ROOF CURB -
FIELD
VERIFY
_ CL OF _
i EXISTING JOIST
i ------ i
oB ----------
w_ w_ 0 i I
'' > " >
I I
CL OF L5x3x1/4 (LLH), TYP
` EXISTING JOIST
♦ 3/16
3/16
PLAN VIEW
OPENING IN ROOF L
1:6
DESIGN LOADS
1. BUILDING CODE
2. GRAVITY LOADS
A. ROOF LIVE LOADS
B. GROUND SNOW LOAD (Pg)
3. LATERAL LOADS
A. WIND LOADS
1. BASIC WIND SPEED (3 -SECOND GUST)
- BASIC DESIGN WIND SPEED (SERVICE)
- ASD WIND SPEED
2. WIND EXPOSURE CATEGORY
3. RISK CATEGORY
B. SEISMIC LOADS (SERVICE)
1. 5% DAMPED MAPPED ACCELERATION PARAMETER (Ss)
2. 1 -SEC PERIOD MAPPED ACCELERATION PARAMETER (S1)
3. 5% DAMPED SPECTRAL RESPONSE COEFF (Sds)
4. 1 -SEC PERIOD SPECTRAL RESPONSE COEFF (Sd1)
5. SITE CLASS
6. RISK CATEGORY
7. IMPORTANCE FACTOR (le)
8. SEISMIC DESIGN CATEGORY
STATEMENT OF SPECIAL
INSPECTIONS
SPECIAL INSPECTIONS ARE REQUIRED. REFER TO APPENDIX B OF THE
PROJECT SPECIFICATIONS FOR THE FOLLOWING INFORMATION
REGARDING THE REQUIREMENTS OF SPECIAL INSPECTIONS:
1. THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED
TO HAVE SPECIAL INSPECTIONS.
2. THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION.
3. THE TYPE AND EXTENT OF EACH TEST.
4. ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR WIND OR
SEISMIC RESISTANCE (WHEN APPLICABLE).
5. THE FREQUENCY OF SPECIAL INSPECTIONS AND TESTING.
THE SPECIAL INSPECTION REQUIREMENTS ARE BASED ON CHAPTER 17
OF THE IBC.
NOTE:
ANGLE SUPPORT FRAMING IS REQUIRED
AT ALL EXHAUST FANS AND ROOF DRAIN
PENETRATIONS, REGARDLESS OF SIZE.
ATTACH CURB AND
METAL DECK TO STRUCTURAL
ANGLE WITH #12 TEK ROOF CURB -
SCREWS AT 6" OC
EXISTING
ROOF DECK
" EXISTING JOIST
TOP CHORD
h 3/16
CL OF JOIST 3/16
1/8 1
1/8 1 TYP
SECTION A
ARGER THAN 10"x10"
DURING WELDING OR ANY OTHER CONSTRUCTION ACTIVITY
THAT GENERATES SPARKS OR INTENSE HEAT, THE
CONTRACTOR SHALL PROVIDE ADEQUATE FIRE PROTECTION
TO THE EXISTING STRUCTURE AND CONTENTS. AS A
MINIMUM:
-REMOVE COMBUSTIBLE MATERIALS FROM
AREAS OF WELDING AND SPARKS.
-PROVIDE FIRE PROOF BLANKETS AND SHIELDS
TO CONTAIN SPARKS WHERE COMBUSTIBLE
MATERIALS CANNOT BE REMOVED.
-PROVIDE A FIRE SAFETY OBSERVER WITH A
FIRE EXTINGUISHER ON BOTH THE ROOF AND
BELOW THE ROOF DURING WELDING NEAR THE
ROOF STRUCTURE.
�o
ROOF PLAN NOTES
1. THE DIMENSION LOCATING THE RTU'S IS
APPROXIMATE (±). CONTRACTOR TO LOCATE
ALL RCU'S CURBS AT NEAREST STEEL JOIST
PANEL POINTS. IF CURB CANNOT BE LOCATED
WITHIN 3" OF STEEL JOIST PANEL POINT,
REINFORCE STEEL JOIST PER DETAIL 5-S1.
2. ALL EXISTING JOIST AND BEAM SIZES AND
LOCATIONS ARE FROM ORIGINAL DRAWINGS
AND SHALL BE FIELD VERIFIED.
3. IF ANY NEW MECHANICAL EQUIPMENT OR
PIPING EXCEEDING 100 LBS NEEDS TO BE
ATTACHED TO THE EXISTING STRUCTURE, AND
THOSE ITEMS ARE NOT SHOWN ON THESE
DRAWINGS, THE CONTRACTOR SHALL
CONTACT THE STRUCTURAL ENGINEER FOR
DIRECTION PRIOR TO INSTALLATION.
6.0-2
TOP CHORD PANEL
3" OR
]GREATE
CONCENTRATED
1/8 1 TYP EACH
1/8 1 END EACH
ANGLE
NOTE:
PROVIDE JOIST REINF IN ACCORDANCE WITH THIS DETAIL
FOR ALL CONCENTRATED LOADS IN EXCESS OF 100 LBS.
WHERE MORE THAN ONE CONCENTRATED LOAD EXISTS
WITHIN A CHORD PANEL AND THE SUM OF THOSE LOADS
EXCEEDS 100 LBS, PROVIDE JOIST REINFORCEMENT AS
DETAILED SUCH THAT THE SUM OF THE LOADS WITHIN
THE REMAINING UNSUPPORTED CHORD LENGTH DOES
NOT EXCEED 100 LBS.
SECTION B
D. STRUCTURAL FORMED CONCRETE WALLS REF SPECS SPECIFICATION SECTION 03310
FOR ALL OTHER CONCRETE PROPERTIES REFER TO SPECIFICATIONS.
2. CONCRETE FREEZING AND THAWING EXPOSURE CLASS SHALL BE F3.
3. REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A 615, DEFORMED BAR, GRADE 60 OR ASTM SPECIFICATION A 706, DEFORMED BAR, GRADE 60. REF STEEL REINF LAP
SCHEDULE FOR LAP LENGTHS, UNO ON DETAILS.
4. REFER TO ACI 315 FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 FOR STANDARD PRACTICE FOR MIXING AND PLACING CONCRETE AND CONCRETE COVER.
5. LEAN CONCRETE - MIN 2 1/2 SACKS PORTLAND CEMENT PER CUBIC YARD.
STRUCTURALSTEEL
1. STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE "AISC CODE OF STANDARD PRACTICE".
STRUCTURAL STEEL YIELD ASTM SPECIFICATION
A. PLATES, CHANNELS, ANGLES, & ANCHOR BOLTS: 36 KSI A 36, UNO
B. ROUND BARS FOR JOIST REINFORCEMENT: 50 KSI A 529
C. WIDE FLANGE STEEL SHAPES: 50 KSI A 992
D. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SHAPES: 50 KSI A 500 GRADE C
E. ROUND HOLLOW STRUCTURAL SHAPES: 46 KSI A 500 GRADE C
F. HEADED STUD ANCHORS: 50 KSI A 108 (GRADE DESIGNATIONS 1010 TO 1020, INCLUSIVE)
2. ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF RUST INHIBITOR PRIMER PAINT CONFORMING TO THE SPECIFICATIONS. REF SPECS FOR PROTECTIVE FINISH FOR
EXTERIOR STEEL. FIELD TOUCH UP ALL UNPAINTED, NICKED AND WELDED AREAS. PAINT ALL STEEL EXPOSED TO VIEW TO MATCH EXISTING.
3. WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE. ELECTRODES SHALL BE 70 KSI LOW HYDROGEN.
4. PROVIDE L5x3x1/4 (LLH) FIELD -FABRICATED FRAME BETWEEN JOISTS AT OPENINGS IN ROOF GREATER THAN 10"x10", LINO, (INCLUDING ROOF DRAIN AND EXHAUST FAN OPENINGS
REGARDLESS OF OPENING SIZE). REF 6-S1.
POST -INSTALLED ANCHORS
1. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING
POST -INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST -IN-PLACE ANCHORS. REFER TO SPECIFICATION 05090 FOR ADDITIONAL INFORMATION.
2. WHERE THE DRAWINGS INDICATE GROUT TO BE ADDED TO MASONRY WALLS, 7 DAY CURED GROUT MUST BE PRESENT WHEN INSTALLING POST -INSTALLED ANCHORS.
SUBGRADE AND BASE
1. PRIOR TO PLACEMENT OF SLABS IN SLAB REMOVAL AREAS, EXPOSED SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY
(ASTM D1557). WHERE SOILS ARE DISTURBED TO A DEPTH GREATER THAN V-0", COMPACTION SHALL BE PERFORMED IN A MAXIMUM 8 INCH LOOSE LIFTS.
2. IN SLAB REMOVAL AREAS WHERE SUBGRADE IS NEEDED TO RAISE PAD TO PROPER ELEVATION, PROVIDE BASE AND/OR CHOKER MATERIAL AS INDICATED IN SPECS.
3. NOTIFY IMMEDIATELY THE OWNER'S REPRESENTATIVE AND ENGINEER IF UNUSUAL SOIL CONDITIONS ARE FOUND.
ATTACH CURB AND
METAL DECK TO
ANGLE WITH #12 TEK
SCREWS AT 6" OC
EXISTING
ROOF DECK
L5x3x1/4 (LLH), TYP
GENERAL CONTRACTOR TO PROVIDE AND INSTALL
FIELD STRUT (L2x2x3/16) EACH SIDE OF JOIST AT ALL
LOCATIONS WHERE CONCENTRATED LOAD DOES
NOT OCCUR WITHIN 3" OF A PANEL POINT. INSTALL
ANGLE WITH ONE END AT LOCATION OF LOAD AND
OTHER END AT A PANEL POINT ON THE OPPOSITE
CHORD, TYP. ANGLES SHALL BE INSTALLED PRIOR
TO NEW LOAD BEING APPLIED TO THE JOIST
JOIST TOP
CHORD
I
JOIST BOTTOM
CHORD
CONCENTRATED
LOAD, REF NOTE
3" OR
GREATER
BOTTOM CHORD PANEL
JOIST REINFORCING AT CONCENTRATED LOAD
3/4" = 1'-0"
NOTE:
CONTRACTOR SHALL MAINTAIN
TIGHT JOINT BETWEEN WOOD
BLOCKING AND CURB
FACE OF INSULATED
WALL PANEL
STEEL REINF LAP SCHEDULE
APPLYING TO TOP OF SLAB)
GENERAL NOTES
2018 IBC WITH WASHINGTON
BAR
SIZE
fc = 3,000psi
AMENDMENTS
GENERAL
fc = 4,500psi
1.
FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR IMPLIED BY THESE DRAWINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO
NOTE:
TOP
THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK.
20 PSF (MIN OR SNOW LOAD)
2.
EXISTING CONDITIONS SHOWN MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. BIDDERS SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BID. WITHIN
25 PSF
TOP
ONE WEEK FROM THE START OF CONSTRUCTION DATE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING MATERIAL, MEASUREMENTS, AND ELEVATIONS AND SHALL
TOP
OTHER
NOTIFY THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND THE OWNER'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR FORESEEN PROBLEMS. GENERAL
3
17
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL FIELD MEASUREMENTS, EXISTING CONDITIONS, AND KNOWN COMPLICATIONS WITH THE MATERIAL SUPPLIERS.
16
3.
GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE DEMOLITION AND NEW CONSTRUCTION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.
16
4.
GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES, PROPERTY, ETC DURING CONSTRUCTION. RESTORE ALL ITEMS DAMAGED, AS REQUIRED BY
16
16
OWNER'S REPRESENTATIVE, TO THE OWNER'S SATISFACTION AT NO COST TO OWNER OR WITHOUT EXTENSION OF CONTRACT TIME.
109 MPH
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.
85 MPH
6.
GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT AND MAINTAINING STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF
C
19
CONSTRUCTION.
II
7.
BEFORE OR CONCURRENT WITH ANY EXCAVATIONS ADJACENT TO THE EXISTING BUILDING FOUNDATION OR SLAB, GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING
5
28
TEMPORARY SUPPORT FOR THE BASE AND SUBGRADE OF THE EXISTING SLAB AND FOUNDATIONS TO PREVENT UNDERMINING.
128.8%
8.
GENERAL CONTRACTOR SHALL PROVIDE FIRE PROTECTION FOR THE EXISTING STRUCTURE AND BUILDING CONTENTS DURING WELDING OR ANY OTHER CONSTRUCTION
46.5%
23
ACTIVITY THAT GENERATES SPARKS OR INTENSE HEAT.
1.0308
9.
GENERAL CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL AND
0.4658
34
PLUMBING WORK.
C
CONCRETE
AND REINFORCING STEEL
II
1.
MINIMUM COMPRESSIVE STRENGTH (fc) AT THE END OF 28 DAYS SHALL BE AS FOLLOWS:
1.0
20
A. INTERIOR CAST -IN-PLACE CONCRETE SLABS 4000 PSI SPECIFICATION SECTION 03314
D
49
B. EXTERIOR CAST -IN-PLACE CONCRETE SLABS REF SPECS SPECIFICATION SECTION 03310
45
35
C. STRUCTURAL CAST -IN-PLACE CONCRETE FOOTINGS 3000 PSI SPECIFICATION SECTION 03310
STATEMENT OF SPECIAL
INSPECTIONS
SPECIAL INSPECTIONS ARE REQUIRED. REFER TO APPENDIX B OF THE
PROJECT SPECIFICATIONS FOR THE FOLLOWING INFORMATION
REGARDING THE REQUIREMENTS OF SPECIAL INSPECTIONS:
1. THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED
TO HAVE SPECIAL INSPECTIONS.
2. THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION.
3. THE TYPE AND EXTENT OF EACH TEST.
4. ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR WIND OR
SEISMIC RESISTANCE (WHEN APPLICABLE).
5. THE FREQUENCY OF SPECIAL INSPECTIONS AND TESTING.
THE SPECIAL INSPECTION REQUIREMENTS ARE BASED ON CHAPTER 17
OF THE IBC.
NOTE:
ANGLE SUPPORT FRAMING IS REQUIRED
AT ALL EXHAUST FANS AND ROOF DRAIN
PENETRATIONS, REGARDLESS OF SIZE.
ATTACH CURB AND
METAL DECK TO STRUCTURAL
ANGLE WITH #12 TEK ROOF CURB -
SCREWS AT 6" OC
EXISTING
ROOF DECK
" EXISTING JOIST
TOP CHORD
h 3/16
CL OF JOIST 3/16
1/8 1
1/8 1 TYP
SECTION A
ARGER THAN 10"x10"
DURING WELDING OR ANY OTHER CONSTRUCTION ACTIVITY
THAT GENERATES SPARKS OR INTENSE HEAT, THE
CONTRACTOR SHALL PROVIDE ADEQUATE FIRE PROTECTION
TO THE EXISTING STRUCTURE AND CONTENTS. AS A
MINIMUM:
-REMOVE COMBUSTIBLE MATERIALS FROM
AREAS OF WELDING AND SPARKS.
-PROVIDE FIRE PROOF BLANKETS AND SHIELDS
TO CONTAIN SPARKS WHERE COMBUSTIBLE
MATERIALS CANNOT BE REMOVED.
-PROVIDE A FIRE SAFETY OBSERVER WITH A
FIRE EXTINGUISHER ON BOTH THE ROOF AND
BELOW THE ROOF DURING WELDING NEAR THE
ROOF STRUCTURE.
�o
ROOF PLAN NOTES
1. THE DIMENSION LOCATING THE RTU'S IS
APPROXIMATE (±). CONTRACTOR TO LOCATE
ALL RCU'S CURBS AT NEAREST STEEL JOIST
PANEL POINTS. IF CURB CANNOT BE LOCATED
WITHIN 3" OF STEEL JOIST PANEL POINT,
REINFORCE STEEL JOIST PER DETAIL 5-S1.
2. ALL EXISTING JOIST AND BEAM SIZES AND
LOCATIONS ARE FROM ORIGINAL DRAWINGS
AND SHALL BE FIELD VERIFIED.
3. IF ANY NEW MECHANICAL EQUIPMENT OR
PIPING EXCEEDING 100 LBS NEEDS TO BE
ATTACHED TO THE EXISTING STRUCTURE, AND
THOSE ITEMS ARE NOT SHOWN ON THESE
DRAWINGS, THE CONTRACTOR SHALL
CONTACT THE STRUCTURAL ENGINEER FOR
DIRECTION PRIOR TO INSTALLATION.
6.0-2
TOP CHORD PANEL
3" OR
]GREATE
CONCENTRATED
1/8 1 TYP EACH
1/8 1 END EACH
ANGLE
NOTE:
PROVIDE JOIST REINF IN ACCORDANCE WITH THIS DETAIL
FOR ALL CONCENTRATED LOADS IN EXCESS OF 100 LBS.
WHERE MORE THAN ONE CONCENTRATED LOAD EXISTS
WITHIN A CHORD PANEL AND THE SUM OF THOSE LOADS
EXCEEDS 100 LBS, PROVIDE JOIST REINFORCEMENT AS
DETAILED SUCH THAT THE SUM OF THE LOADS WITHIN
THE REMAINING UNSUPPORTED CHORD LENGTH DOES
NOT EXCEED 100 LBS.
SECTION B
D. STRUCTURAL FORMED CONCRETE WALLS REF SPECS SPECIFICATION SECTION 03310
FOR ALL OTHER CONCRETE PROPERTIES REFER TO SPECIFICATIONS.
2. CONCRETE FREEZING AND THAWING EXPOSURE CLASS SHALL BE F3.
3. REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A 615, DEFORMED BAR, GRADE 60 OR ASTM SPECIFICATION A 706, DEFORMED BAR, GRADE 60. REF STEEL REINF LAP
SCHEDULE FOR LAP LENGTHS, UNO ON DETAILS.
4. REFER TO ACI 315 FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 FOR STANDARD PRACTICE FOR MIXING AND PLACING CONCRETE AND CONCRETE COVER.
5. LEAN CONCRETE - MIN 2 1/2 SACKS PORTLAND CEMENT PER CUBIC YARD.
STRUCTURALSTEEL
1. STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE "AISC CODE OF STANDARD PRACTICE".
STRUCTURAL STEEL YIELD ASTM SPECIFICATION
A. PLATES, CHANNELS, ANGLES, & ANCHOR BOLTS: 36 KSI A 36, UNO
B. ROUND BARS FOR JOIST REINFORCEMENT: 50 KSI A 529
C. WIDE FLANGE STEEL SHAPES: 50 KSI A 992
D. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SHAPES: 50 KSI A 500 GRADE C
E. ROUND HOLLOW STRUCTURAL SHAPES: 46 KSI A 500 GRADE C
F. HEADED STUD ANCHORS: 50 KSI A 108 (GRADE DESIGNATIONS 1010 TO 1020, INCLUSIVE)
2. ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF RUST INHIBITOR PRIMER PAINT CONFORMING TO THE SPECIFICATIONS. REF SPECS FOR PROTECTIVE FINISH FOR
EXTERIOR STEEL. FIELD TOUCH UP ALL UNPAINTED, NICKED AND WELDED AREAS. PAINT ALL STEEL EXPOSED TO VIEW TO MATCH EXISTING.
3. WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE. ELECTRODES SHALL BE 70 KSI LOW HYDROGEN.
4. PROVIDE L5x3x1/4 (LLH) FIELD -FABRICATED FRAME BETWEEN JOISTS AT OPENINGS IN ROOF GREATER THAN 10"x10", LINO, (INCLUDING ROOF DRAIN AND EXHAUST FAN OPENINGS
REGARDLESS OF OPENING SIZE). REF 6-S1.
POST -INSTALLED ANCHORS
1. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING
POST -INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST -IN-PLACE ANCHORS. REFER TO SPECIFICATION 05090 FOR ADDITIONAL INFORMATION.
2. WHERE THE DRAWINGS INDICATE GROUT TO BE ADDED TO MASONRY WALLS, 7 DAY CURED GROUT MUST BE PRESENT WHEN INSTALLING POST -INSTALLED ANCHORS.
SUBGRADE AND BASE
1. PRIOR TO PLACEMENT OF SLABS IN SLAB REMOVAL AREAS, EXPOSED SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY
(ASTM D1557). WHERE SOILS ARE DISTURBED TO A DEPTH GREATER THAN V-0", COMPACTION SHALL BE PERFORMED IN A MAXIMUM 8 INCH LOOSE LIFTS.
2. IN SLAB REMOVAL AREAS WHERE SUBGRADE IS NEEDED TO RAISE PAD TO PROPER ELEVATION, PROVIDE BASE AND/OR CHOKER MATERIAL AS INDICATED IN SPECS.
3. NOTIFY IMMEDIATELY THE OWNER'S REPRESENTATIVE AND ENGINEER IF UNUSUAL SOIL CONDITIONS ARE FOUND.
ATTACH CURB AND
METAL DECK TO
ANGLE WITH #12 TEK
SCREWS AT 6" OC
EXISTING
ROOF DECK
L5x3x1/4 (LLH), TYP
GENERAL CONTRACTOR TO PROVIDE AND INSTALL
FIELD STRUT (L2x2x3/16) EACH SIDE OF JOIST AT ALL
LOCATIONS WHERE CONCENTRATED LOAD DOES
NOT OCCUR WITHIN 3" OF A PANEL POINT. INSTALL
ANGLE WITH ONE END AT LOCATION OF LOAD AND
OTHER END AT A PANEL POINT ON THE OPPOSITE
CHORD, TYP. ANGLES SHALL BE INSTALLED PRIOR
TO NEW LOAD BEING APPLIED TO THE JOIST
JOIST TOP
CHORD
I
JOIST BOTTOM
CHORD
CONCENTRATED
LOAD, REF NOTE
3" OR
GREATER
BOTTOM CHORD PANEL
JOIST REINFORCING AT CONCENTRATED LOAD
3/4" = 1'-0"
NOTE:
CONTRACTOR SHALL MAINTAIN
TIGHT JOINT BETWEEN WOOD
BLOCKING AND CURB
FACE OF INSULATED
WALL PANEL
STEEL REINF LAP SCHEDULE
APPLYING TO TOP OF SLAB)
CONCRETE LAP SPLICE (CLASS B) (IN)
CMU
BAR
SIZE
fc = 3,000psi
fc = 3,500psi
f'c = 4,000psi
fc = 4,500psi
fc = 5,000psi
LAP SPLICE
NOTE:
TOP
OTHER
TOP
OTHER
TOP
OTHER
TOP
OTHER
TOP
OTHER
(IN)
3
17
16
16
16
16
16
16
16
16
16
20
4
23
18
21
16
20
16
19
16
18
16
26
5
28
22
26
20
25
19
23
18
22
17
32
6
34
26
31
24
29
23
28
21
26
20
39
7
49
38
45
35
43
33
40
31
38
29
45
8
56
43
52
40
49
37
46
35
44
34
52
REF 5-S1 FOR JOIS1
REINFORCING AT
CHANNEL LOCATIOI
SECTION A
CONDENSING UNIT, REF
REFRIGERATION
FIELD ADJUSTABL
CAPPED CURB PE
CURB SUPPLIER
ATTACH CURB TO
CHANNEL WITH
#12 TEK SCREWS AT
12" OC, TYP 2 SIDES
C6x8.2 CONT
INSTALLED OVER
EXISTING ROOF DECK -
EXISTING MTL ROOF
DECK TO REMAIN
NOTE:
" ATTACH UNIT TO UNISTRUT
WITH STAINLESS STEEL BOLTS.
REF UNIT SUPPLIER FOR BOLT
QUANTITY, SIZE AND LAYOUT.
1/8 1 TYP EACH
1/8 1 JOIST
EXISTING JOIST REF 5-S1 FOR JOIST
TO REMAIN REINFORCING AT
CHANNEL LOCATIONS
REMOTE CONDENSER ROOF CURB SUPPORT
5.0-2 `* % 3/4" = 1'-0" 5.0-1
NOTE:
REF ARCH FOR SIZE AND LOCATION
OF INSULATED CONCRETE SLAB.
FACE OF INSULATED WALL PANEL
2 SAW -CUT EXISTING SLAB FULL 1/2"
SAW -CUT EXISTING SLAB DEPTH; APPLY BONDING AGENT
FULL DEPTH; APPLY BOND REF ARCH DRAWINGS TO SLAB VERTICAL EDGE (AVOID REF ARCH DRAWINGS
BREAK TO SLAB VERTICAL
EDGE (AVOID APPLYING TO
TOP OF EXISTING SLAB)
1/2" DIA x 10" SMOOTH
DOWELS AT 24" OC, TYP;
GREASE END IN NEW
SLAB, DRILL AND EMBED
5" INTO EXISTING SLAB
WITH ADHESIVE
ANCHOR (REF SPECS)
EXISTING SLABlit
9(2) #4 CONT WITH
04L MATCHING 4'-0"
2-0 CORNER BARS, TYPJ.6 OPTIONAL CONST
JOINT WITH
WATERSTOP
4" CONCRETE SUBSLA
TYPICAL
INSULATED CONCRET
3/4" = 1'-0"
ARCH FOR LIMITS OF VAPOR RETARDER
RIGID INSULATION, EXISTING SLAB
REF SPECS
#5 CONT AT 10" OC EW
EXISTING CONSTRUCTION
U OR CONTRACTION JOINT
N OR EXISTING WALL
MATCH EXIST
• _ FF Fl �__ •
io
ro
FIELD VERIFY - -
bL#4 DOWEL AT 16" OC
PROVIDE MIN 4" AGGREGATE SEE TYPICAL SECTION FOR
BASE MATERIAL, REF SPECS INFORMATION NOT PROVIDED.
ALTERNATIVE
E SLAB
NOTE:
REF ARCH FOR SIZE AND LOCATION
OF INSULATED CONCRETE SLAB.
c"'0TING CONTROL JOINTS
I
6
-ING SLAB
INSULATED CONCRETE SLAB PLAN
1" = 10'-0" 2.0-1
APPLYING TO TOP OF SLAB)
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WITH FF EL EACH SIDE, REF ARCH
¢r o9ow
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NOTE:
(2) 2x12 PRESSURE8..
#4 x 1'-4" DOWELS AT 24" OC;
z
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REF ARCH FOR SIZE
TREATED LUMBER
zmwIrNOL¢z=wpzo
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ANCHOR (REF SPECS)
SLAB.
ARCH FOR LIMITS OF VAPOR RETARDER
RIGID INSULATION, EXISTING SLAB
REF SPECS
#5 CONT AT 10" OC EW
EXISTING CONSTRUCTION
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MATCH EXIST
• _ FF Fl �__ •
io
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FIELD VERIFY - -
bL#4 DOWEL AT 16" OC
PROVIDE MIN 4" AGGREGATE SEE TYPICAL SECTION FOR
BASE MATERIAL, REF SPECS INFORMATION NOT PROVIDED.
ALTERNATIVE
E SLAB
NOTE:
REF ARCH FOR SIZE AND LOCATION
OF INSULATED CONCRETE SLAB.
c"'0TING CONTROL JOINTS
I
6
-ING SLAB
INSULATED CONCRETE SLAB PLAN
1" = 10'-0" 2.0-1
ISSUE BLOCK
CHECKED BY: DW/TJ
DRAWN BY: HH
PROTO CYCLE: 04/30/21
DOCUMENT DATE:05/28/2021
)21.05.27 13:41:44-05'0
PLAN
GENERAL
NOTES AND
DETAILS
SHEET:
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ISSUE BLOCK
CHECKED BY: DW/TJ
DRAWN BY: HH
PROTO CYCLE: 04/30/21
DOCUMENT DATE:05/28/2021
)21.05.27 13:41:44-05'0
PLAN
GENERAL
NOTES AND
DETAILS
SHEET:
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ISSUE BLOCK
CHECKED BY: DW/TJ
DRAWN BY: HH
PROTO CYCLE: 04/30/21
DOCUMENT DATE:05/28/2021
)21.05.27 13:41:44-05'0
PLAN
GENERAL
NOTES AND
DETAILS
SHEET:
S1
O O OO O OO O OO OOGP2 OGP2 OGP2 OGP2OGP2OGP2OGP2OGP2OGP2OGP2OOGP2 OGP2NOTES: 1. ANCHOR BOLTS AS NOTED ARE FURNISHED BY AND INSTALLED BY THE GENERAL CONTRACTOR (GC).ONLY THOSE RACK FIXTURES NOTED ON THIS PLAN REQUIRE ANCHORAGE (UNO).DENOTES ANCHOR BOLT(S) AT RACK FRAME BASE PLATE, REF RACK FRAME AND ANCHORAGE SCHEDULE FOR REQUIRED ANCHORAGE DETAIL, TYPH424' - 2 27/32"24' - 2 27/32"24' - 2 27/32"24' - 2 27/32"44-72 075A44-72 075A44-72 075A56J43' - 3 3/8"46-90 OGP44-72 075A33' - 0 9/16"16' - 7 27/32"46-90 OGP46-90 OGP44-120 075 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)EXISTING RACKRELOCATED EXISTING RACKEXISTING RACK WITH NEW SHELF CONFIGURATIONNEW RACKEXISTING RACK WITH NEW FRAMESRACK SYMBOL LEGENDBhohnomtt - 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 DEWALT SCREW BOLT+.THE ANCHORS MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND PER ICC ESR-3889 REPORT. (IN CASE OF CONFLICT, THE ICC ESR-3889 GOVERNS). REF ANCHOR DETAILS FOR DIAMETER AND EMBEDMENT. TIGHTENING REQUIREMENTS:"SNUG TIGHT" -NO GAP BETWEENHEAD OF ANCHOR BOLT AND BASEPLATE OR ANCHOR STRAP.NOTE:REF SHEET FXS1 FOR SPECIAL INSPECTIONS REQUIREMENTS FOR CONCRETE SCREW ANCHOR BOLTS.NOTES:1. PROVIDE SIZE AND QUANTITY OF ANCHORS AS NOTED ABOVE AT EACH UPRIGHT FRAME POST.2. WHEN BASE PLATE CONTAINS GREATER NUMBER OF BOLT HOLES THAN ANCHORS SPECIFIED. ADDITIONAL HOLES IN BASE PLATE NEED NOT BE FILLED WITH ANCHOR BOLTS.3. PROVIDE WASHERS AS REQUIRED TO ESTABLISH REQUIRED EMBEDMENT DEPTH "hnom".BASE PLATE AND FRAME BY RACK SUPPLIER 3" 1 3/4" 9/16" DIA1 3/4"9/16"7/8"(1) ANCHOR BOLT(S) PER BASE PLATE: 3/8" DIADEWALT SCREW BOLT+, REF 2-FXS1.hnom = 2", ho = 2 1/2", ("OGP" POST).4B - BASE PLATE "OGP" POST5/8" 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" DIADEWALT SCREW BOLT+, REF 2-FXS1.hnom = 2 1/2", ho = 2 7/8", ("UA" POST).4A - BASE PLATE "UA" POSTSHELVINGLAYOUT VARIESSIDE VIEWELEVATIONSCHEDREFVARIESPLAN VIEWVARIESSCHEDREFAT EACH FRAME, TYP (UNO)VARIES - REF SCHEDULEFXS14FXS14JOHNSTONBAURKHOLDERSSOCIATESc 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 s930 C 816.421.4200 ·· K C MO ENTRAL ANSASITY,64105 WWW.JBAENGR.COMSHEET: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:PROTO:1765/24/2021 8:25:39 AMW:\1-Projects\3500-3999\3705 - Yelm, WA\2021 - 2134903705 - SP CSP\RACKS\Revit\3705 Yelm, WA_Anchorage-Only_Rack_WSP-Rack_V20.rvtFXS1FIXTUREANCHORAGEPLAN, NOTESAND DETAILSCRBYELM, WASHINGTON2021-0111YELM, WASHINGTON05/28/202105/28/2021STORE NO: 3705-23517604/30/2021JBA PROJECT NO:BBB2134903705DESIGN LOADS1. BUILDING CODEA. BUILDING CODE2018 IBC2. GRAVITY LOADSA. REFER TO MANUFACTURER'S RATED LOADS.3. LATERAL LOADSA. SEISMIC LOADS1. 5% DAMPED SPECTRAL RESPONSE COEFF (Sds) 1.022 g2. 1-SEC PERIOD SPECTRAL RESPONSE COEFF (Sd1) 0.564 g3. SEISMIC DESIGN CATEGORYD4. SEISMIC SITE CLASSD (DEFAULT)5. NON-BUILDING STRUCTURAL SYSTEM AND SEISMICRESISTING SYSTEMSTEEL STORAGE RACKS6. RESPONSE MODIFICATION FACTOR (R) 4.07. OVERSTRENGTH FACTOR (Ωo) 2.08. IMPORTANCE FACTOR (Ip)- STORAGE AREA1.0 (NO PUBLIC ACCESS)9. ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCE10. DESIGN BASE SHEAR (PER RMI 2.6.2)- STORAGE AREA RACKS0.255W (NO PUBLIC ACCESS)GENERAL NOTES1.0 GENERAL1.1 ALL FIXTURES SHALL BE DESIGNED TO MEET ALL BUILDING CODE REQUIREMENTS INCLUDINGSECTION 2209.1 OF THE 2018 IBC.1.2 JOHNSTON BURKHOLDER ASSOCIATES HAS DESIGNED THE BASE ANCHORAGE FOR THEFIXTURES SHOWN ON THIS INSTALLATION DRAWING TO RESIST DESIGN SEISMIC LATERALFORCES FOR THE BUILDING CODES NOTED IN THE "DESIGN LOADS" TABLE ON THIS SHEET.INSTALLATION OF THE FIXTURES SHALL MEET THE LAYOUT SHOWN ON THE FIXTURE LAYOUTPLAN, PROVIDED BY OWNER.2.0 SLAB AND FOUNDATION2.1 SLAB ON GRADE IS ASSUMED TO HAVE A MINIMUM OF 2,500 PSI COMPRESSIVE STRENGTH.2.2 THE SLAB ON GRADE IS ASSUMED TO BE A MINIMUM OF 4 INCHES THICK, UNREINFORCED ANDPLACED OVER A MINIMUM OF 4 INCHES OF DRAINAGE FILL.2.3 THE SLAB ON GRADE IS DESIGNED TO BEAR ON A NET SOIL BEARING CAPACITY OF 500 PSFMINIMUM.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 FIXTURESUPPLIER PRIOR TO INSTALLATION PER RMI, SECTION 1.4.11.1.3.4 NO FIELD WELDING IS PERMITTED. ALL WELDING SHALL BE PERFORMED BY CERTIFIEDWELDERS, IN AN APPROVED SHOP. USE E70xx WELD RODS OR EQUAL TO TENSILE STRENGTHOF 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% OFTHE UPRIGHT FRAME HEIGHT) MINIMUM CLEARANCE BETWEEN OTHER RACK FIXTURES ORADJACENT BUILDING ELEMENTS PER ASCE 7-16, SECTION 15.5.3.3.4.ANCHORAGE BILL OF MATERIALSUSAGE MATERIAL TYPE COUNTANCHOR DEWALT SCREW BOLT+ - 1/2” DIAMETER x 3” (#PFM1411380) 32ANCHOR DEWALT SCREW BOLT+ - 3/8” DIAMETER x 2 1/2” (#PFM1411220) 30RACK FRAME & ANCHORAGE SCHEDULEFRAME MARK ANCHOR DETAIL FRAME COUNT44-72 075A 3-FXS1 & 4A-FXS1 1646-90 OGP 3-FXS1 & 4B-FXS1 151" = 20'-0"1FIXTURE ANCHORAGE PARTIAL PLANNOTES:1. SPECIAL INSPECTIONS NOTED ABOVE SHALL BE PROVIDED BY, BUT NOT LIMITED TO, THE OWNER'S CONSTRUCTION TESTING LABORATORY (CTL). REFERENCE SPECIFICATIONS FOR DETAILS.SPECIAL INSPECTIONS REQUIREDPERIODIC SPECIAL INSPECTIONS:POST INSTALLED ANCHORS -MECHANICAL -USED FOR THE ANCHORAGE OFSTORAGE RACK OR SALES FLOOR SHELVING FIXTURES, PER SECTION 1705.3,TABLE 1705.3(4.b.) AND 1705.12.7 OF THE 2018 INTERNATIONAL BUILDING CODE FOREACH ANCHOR LISTED IN THE "ANCHOR BOLT DETAIL" ON SHEET FXS1.1.SPECIAL INSPECTION AS REQUIRED BY SECTION 1704OF THE 2018 INTERNATIONAL BUILDING CODE OR BYTHE ENGINEER OF RECORD:NTS2ANCHOR BOLT DETAIL1 1/2" = 1'-0"4TYPICAL ANCHOR AT RACK FRAMES3/16" = 1'-0"3RACK FIXTURE ELEVATIONSRACK FIXTURE SCHEDULEFIXTUREMARKFIXTUREDESCRIPTIONTOP SHELFHEIGHTFRAME MARKMAX SHELFLOAD (LBS)O STORAGE RACK 72" FRAME : 44-72 075A 1200OGP2 STORAGE RACK 90" FRAME : 46-90 OGP 600ISSUE BLOCK05/24/21